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HomeMy WebLinkAboutARB202300025 Architectural Drawings 2023-02-23LIST OF DRAK NO5 DWG # DESCRIPTION REV. REV. REV. REV. C-1 COVER SHEET W/ INDEX HEIGHT, AREA GALLS, 8 CODES G-2 COVER SHEET NU ABBREVIATIONS, SYMBOLS, GEN. NOTES G-3 COVER SHEET W/ GENERAL NOTES (CONT'D) FLOOR PLANS A -IA I LOWER LEVEL PLANS A-2A MAIN LEVEL PLANS A-3A UPPER LEVEL PLANS ELEVATIONS A-4A ELEVATION "A" 8 ROOF PLAN A-4AI ELEVATION "A" SIDE ELEVATION A-45 ELEVATION "B" $ ROOF PLAN A-451 ELEVATION "B" SIDE ELEVATION A-4G ELEVATION "G" 8 ROOF PLAN A-4CI ELEVATION "C" 51DE ELEVATION A-4D ELEVATION "D" 8 ROOF PLAN A-4DI ELEVATION "D" 51DE ELEVATION A-4E ELEVATION "E" 4 ROOF PLAN A-4E1 ELEVATION "E" 51DE ELEVATION A-4F ELEVATION "F" 8 ROOF PLAN A-4F1 ELEVATION "F" 51DE ELEVATION A-46 ELEVATION "G" 8 ROOF PLAN A-461 ELEVATION "G" 51DE ELEVATION A-4H ELEVATION "H" 8 ROOF PLAN A-4HI ELEVATION "H" 51DE ELEVATION BUILDING SECTIONS A-5A BUILDING SECTIONS A-51B BUILDING SECTIONS W/ OPT. LOFT OPTIONS O-IA LOWER LEVEL OPTION - REG. ROOM, REG RM W/ POCKET OFFIG 0-I5 LOWER LEVEL OPTION - BEDROOM 4 O-IC INGROUND REAR COND. O-ICI NGROUND REAR COND. O-IC2 INGROUND REAR COND. 0-I0 INGROUND REAR COND. W/ OPT. WELLED EXIT O-IDI INGROUND REAR COND. W/ OPT. WELLED EXIT O-IE OPT. END UNIT W/ FRONT PORCH O-4A OPT. LOFT O-4AI OPT. LOFT 0-415 OPT. LOFT - FRONT $ REAR TERRACE 0-45I OPT. LOFT - FRONT TERRACE 0-452 OPT. LOFT - REAR TERRACE ELECTRICAL PLANS E-IA LOWER LEVEL ELECTRICAL PLANS E-2A MAIN $ UPPER LEVEL ELECTRICAL PLANS E-3A LOFT LEVEL ELECTRICAL PLANS STRUCTURAL 5-001 GOVER5HEET 5-001 5TEGENERAL NOTES 5-001 SCHEDULES 5-100 FOUNDATION PLAN 5-101 FOUNDATION PLAN 5-102 FOUNDATION PLAN 5-110 FIRST FLOR FRAMING PLAN 5-120 SECOND FLOOR FRAMING PLAN 5-130 ROOF FRAMING PLAN 5-140 PARTIAL FRAMING PLAN 5-141 PARTIAL FRAMING PLAN 5-142 PARTIAL FRAMING PLAN 5-145 PARTIAL FRAMING PLAN 5-150 PARTIAL FRAMING PLAN 5-150A PARTIAL FRAMING PLAN 5-151 PARTIAL FRAMING PLAN 5-151A PARTIAL FRAMING PLAN 5-152 PARTIAL FRAMING PLAN 5-155 PARTIAL FRAMING PLAN 5-200 FOUNDATION DETAILS 5-201 FOUNDATION DETAILS 5-202 FOUNDATION DETAILS 5-205 FOUNDATION DETAILS 5-210 FOUNDATION DETAILS 5-500 FRAMING DETAILS 5-301 FRAMING DETAILS 5-502 FRAMING DETAILS 5-303 FRAMING DETAILS 5-510 FRAMING DETAILS 5-401 WALL BRACING DETAILS 5-410 SHEAR WALL DETAILS LIST OF DRAW NO5 OONT. DWG # DESCRIPTION I REV. I REV. REV. REV. HOLLY BU I LI�) I NO HE I OHT D I AORAM w w MID -POINT - - MID -POINT OF OF m OF ROOF LOFT LEVEL w v zz mKw UPPER LEVEL - UPPER LEVEL to iv m iv <t v — co L HwILr ROWn C(1 FM ILrROOM MAIN LEVEL �MAIN LEVEL e WINI51® W faYM — MNr*W RW f 8N LOWER LEVEL8 6 LOWER LEVE APP. FIN. APP. FIN. BASE CONDITION GRADE LOFT CONDITION GRADE BUILDING HEIGHT SHOWN W/HIGHEST ROOF ® NOT CALCULATED INTO SQUARE FOOTAGE L2 LI 27 ❑0 LOWER LEVEL MI MAIN LEVEL E2 -�---- UPPER LEVEL AREA GALGULATIONS ACCORDING TO SQUARE FOOTAGE - METHOD FOR CALCULATING: AN51 Z765-2003 OPT. LOFT LEVEL BA5E PLAN 111 LOWER LEVEL: FRI MAIN LEVEL, ELEV. UI UPPER LEVEL, ELEV. 96 50. FT. 873 50. FT 515 50. FT TOTAL: 1542 SQ. FT. �0DE DATA BUILDING CODES: -2016 VA STATE BUILDING CODE: RE51DENTIAL CODE (2015 VGG) -LOCAL JUR1512IGTION REQUIREMENTS. SHEAR WALL BRACING: ENGINEERED DESIGN STAIRS DATA: 7 5/4" MAX. RISERS AND 10" MIN. TREADS PER IRG 2015. PERFORMANCE CRITERIA: SELECT FIRE SUPPRESSION SYSTEM IF REQUIRED BY PER LOCAL JURISDICTION OPT. LOFT OPT. LOFT W/ FRONT TERRACE OPT. LOFT W/ REAR TERRACE OPT. FIN15HED REGROOM +4211 50 FT +355 50 FT +355 50 FT +45b 50 FT ELEVATION "B" MAIN $ UPPER LEVEL +40 50 FT ELEVATION "I-" MAIN LEVEL +26 50 FT ELEVATION "G" MAIN LEVEL +11 50 FT UNCONDITIONED SPACE ❑1 I -GAR GAR. 253 50 FT ❑2 VESTIBULE 35 50 FT �3 OPT. FRONT TERRACE ISi 50 FT ® OPT. REAR TERRACE IcI5 50 FT MAX. FIN15HED 50. FT.: ELEV "B" W/ OPT. FIN15HED REG ROOM 8 LOFT 2161 SQ. FT. SEAL: d Z 0 w 0 z Q ORIGINAL I55UE U DATE: 06-0q-2022 O LU LU � z O N N O w v A z Q A 51 I a Lu 0 w 0 0 w m 0 z Q f 0 a Lu f 0 0 z w n ABV A/G ADJ ALT ALUM APA A5F AVG BA BD BR BRG CL GLG CL5 G.O. COL GONG GONT C5MT G.J. D DIA DBL DH DIM DN D.O. �PLANB) Z5(ELEVS) DV DN EA Eli EL ELEG ENT EXT FD FIX FL FNDN FT FURN FXD HB HDR H.H. AE35REV I AT I ONS ABOVE #, NO. AT N/A AIR CONDITIONING N.I.G ADJUSTABLE N.T.5 ALTERNATE ALUMINUM OG AMERICAN PLYWOOD ASSOCIATION OHD ABOVE 5UB FLOOR OPT AVERAGE PAN BATH PL BOARD PLMB BEDROOM PDR BEARING (PT) CENTERLINE RA CEILING RG OL05ET REG GA5ED OPENING REF COLUMN REF CONCRETE REOV CONTINUOUS REV CASEMENT RM CONTROL JOINT RO R.R. DRYER 5A DIAMETER 55 DOUBLE SF DOUBLE HUNG 5H DIMENSION SGD DOWN 5HT DRYWALL OPENING SIM DOUBLE SWING 50 DOWNSPOUT STD DIRECT VENT S.V.B. DISHWASHER EACH TB T.B.D. EXPAN51ON JOINT TEMP ELEVATION THRU ELECTRIC, ELECTRICAL T.O.P. ENTERTAINMENT TP EXTERIOR TPL TN2 FRENCH DOOR TWN FIXTURE TYP FLOOR FOUNDATION FEET, FOOT U.O.N. FURNACE FIXED i l WD W/ NH HOSE BIB W.I.G. HEADER NO HEAD HEIGHT M WWF WWM GROUNDED FAULT INTERUPT. W.O. GYPSUM w.r. GFI GYP ILO IN LIEU OF IN. INCH INFO INFORMATION IN5UL INSULATED, INSULATION INT INTERIOR L55 OR # POUNDS LOG LOCATION T LAUNDRY TUB LVL(5TRUCT.) LAMINATED VENEER LUMBER VL(ELEVS) LEVEL MANUF. MANUFACTURED MG MEDICAL CABINET MEGH MECHANICAL MID MIDDLE NUMBER NOT APPLICABLE NOT IN CONTRACT NOT TO 50ALE ON CENTER OVERHEAD GARAGE DOOR OPTION, OPTIONAL PANTRY PLATE PLUMBING PONDER ROOM PRESSURE TREATED RETURN AIR ROUGH GUT RECREATION REFERENCE REFRIGERATOR REQUIRED REVISION ROOM ROUGH OPENING ROOF RAFTER SUPPLY AIR 5PLAE,H BLOCK SQUARE FEET SINGLE HUNG SLIDING GLASS DOOR SHEET 51MILIAR SQUARE STANDARD SOLID VALLEY BLOCKING TOWEL BAR TO BE DETERMINED TEMPERED THROUGH TOP OF PLATE TOILET PAPER TRIPLE TREAD / RI5ER TWIN TYPICAL UNLESS OTHERWISE NOTED WASHER WOOD WITH WATER HEATER WALK IN CLOSET WITHOUT WELDED WIRE FABRIC WELDED WIRE MESH NALL OVEN WATER TABLE MATERIAL SYME30LS EARTH CONCRETE BEARING WALL ROUGH LUMBER GONT. BLOCKING ROUGH LUMBER DI5GONT. BLOCKING /..••... • :-• • OFAFRG S1'M5OLS DENOTES THE SECTION NUMBER 5ECTION TAG: 3 A-2 DENOTES PAGE WHERE THE SECTION 15 GUT SECTIONAL DETAIL TAG: DENOTES THE DETAIL NUMBER 3 A-2 DENOTES PAGE WHERE THE DETAIL 15 GUT DENOTES THE DETAIL NUMBER DETAIL TARGET, 3 ENLARGEMENT TAG: r A-2 I DENOTES PAGE WHERE THE DETAIL 15 GUT EXTERIOR ELEVATION TAG: ROOF PITCH: DENOTES THE ELEVATION NUMBER 14 A -I DENOTES PAGE WHERE THE ELEVATION 15 GUT RUN 12 10 R15E PANEL START PONT: J015T START FLOOR BREAK: V## VANITY LENGTH IR/I5 I ROD 8 1 SHELF 2R/25 2 ROD $ 2 SHELVES OENEAL NOTES / SFEO I F I OAfi I ONS DIVISION I: GENERAL CONDITIONS A. General Construction Notes I. The Scope of Work shall be understood as Information pertaining to Architectural, Civil, Structural, Mechanical, Electrical, Plumbing drawings and/or specifications created for project. The notations contained herein shall apply to not only GWH's Project Supervisor, but to every applicable 5UB-CONTRACTOR as well. 2. All work shall be performed in accordance with ALL applicable codes including, but not limited to the latest adopted versions of: IRC; VU55G; OSHA; Local City or County Amendments, If any; Applicable Mechanical Code, Electric Code, and Plumbing Code. GWH's Project Supervisor and all associated Sub -contractors shall update work contained herein based on any newly adopted or updated codes at the time of construction. 3. The conditions listed In General Conditions (Division 1) shall pertain to all construction divisions (Divisions 2-16). The terms provide, Install, supply, furnish, purchase, and obtain are to be understood as being synonymous. Material selected that is "or approved equal" must be approved by GWH's PURCHASING Department or DIVISION V.P. or G.O.O. in writing, in advance of work. 4. All work and materials shall meet or exceed the quality standards listed by the following organizations: American Concrete Institute (AGI), American Institute of Electrical Engineers (AIEE), American Institute of Steel Construction (AI5G), American Lumber Standards (ALS), American Plywood Association (APA), American Standards of Testing Materials (ASTM) American Welders Society (AWS), Tile Council of America (TCA), Underwriters Lab (UL). 5. All materials and products shall be Installed per manufacturer's specifications. All work to be of the highest industry standards. 6. GWH's Project Supervisor and all associated Sub -contractors to obtain all necessary inspections, etc. and shall schedule all necessary labor, materials, equlpment, hardware, etc., to properly construct project. ?. GWH's Project Supervisor and all associated Sub -contractors shall assume complete responsibility for all of their own construction activities on site including manpower, workers, equlpment, materials, and safety procedures, and are also responsible for their own construction means, methods, techniques, sequences, procedures, and coordination. 8. GWH's Project Supervisor and all associated Sub -contractors must field measure and verify all critical dimensions on existing conditions (as applicable) before construction commences. 9. GWH's Project Supervisor and all associated Sub -contractors shall verify ALL existing utilities before construction commences. 10. All finish choices (specifically color and material) shall be as obtained from GWH's PURCHASING Department before construction and material purchase. 11. GWH's Project Supervisor is encouraged to suggest to Project Architect cost or labor saving methods, but shall not implement such changes unless authorized in writing. All associated Sub -contractors are encouraged to suggest to GWH's Project Supervisor cost or labor saving methods, but shall not Implement such changes unless authorized in writing. B. Architectural Drawing Notes I. Drawings are not to be scaled to determine sizes and lengths. When clarification Is needed (for any Issue) GWH's Project Supervisor shall Immediately contact Project Architect, and all associated Sub -contractors shall immediately contact GWH's Project Supervisor. 2. For discrepancies in Plans, Sections, Elevations, General Notes, Specifications, or Existing Conditions that are discovered during construction, GWH's Project Supervisor shall Immediately contact Project Architect and all associated Sub -contractors shall Immediately contact GWH's Project Supervisor for clarification before any work affected is continued. 3. Existing conditions (as applicable) are typically shown as shaded areas unless otherwise noted. Dimensions are shown from face of studs or face of concrete masonry units (cmu), unless otherwise noted. Existing grade depicted on drawings is to be considered as approximate and shall be field verified by GWH's Project Supervisor and all associated Sub -contractors if critical. 4. Information on existing conditions (as applicable) is based on the construction drawings from the original structure, therefore, dimensions shown indicating existing construction conditions should be used as a general reference only. GWH's Project Supervisor and all associated Sub -contractors to field verify all critical dimensions before constructlon. C. Final Inspections I. GWH's Project Supervisor shall verify to GWH'ACCOUNTS PAYABLE Department in writing (at the time FINAL INSPECTION is obtained) that ALL Certificates of Inspection have been obtained. All subcontractors shall supply GWH'AGGOUNTS PAYABLE Department with a notarized @Release of Liens& at each Request for Payment, and include a note with the final notarized Release of Liens stating that @All Certificates of Inspection have been obtainedA D. Insurance I. G,kWs Project Supervisor and all associated Sub -contractors to confirm with GWH's PURCHASING Department (before any work commences In the field) that the following coverage has been installed for the project: Builders Risk Insurance, Vehicle and General Liability Insurance, Workers Compensation Insurance, Bonding, and other coverage as required by laws, ordinances or codes to sufficiently cover expenses from Injury or property damage; and to properly protect GWH. E. Temporary Services I. GWH's Project Supervisor shall in most cases provide the following temporary services to the Sub -contractors: trash containers, power, lighting, toilets, heat; All associated Sub -contractors shall provide the following temporary services to the site as to properly construct the project: telephone, winter protection, and all safety equipment required by 05HA. F. Change Orders I. All changes to Scope of Work deemed necessary by GWH's Project Supervisor to properly complete project shall be submitted in writing (Including total cost of such change) to GWH's PURCHASING Department before change is implemented. GWH's Project Supervisor to send a copy of Change Order to Project Architect at time Change Order is sent to Purchasing. 2. Any changes to a Sub -contractor's Scope of Work shall be drawn up in writing (including total cost of such change), reviewed by GWH's Project Supervisor and signed by both the Sub -contractor and GWH's PURCHASING Department before change is Implemented. GWH's Project Supervisor to send a copy of Change Order to Project Architect of time change Order Is sent to Purchasing. G. Gleaning I. GWH's Project Supervisor and all associated Sub -contractors shall be responsible for daily clean up of work generated trash (into trash receptacles) and weekly trash removal from site. Site shall be kept In safe condition at all times. Final cleaning shall consist of all necessary sweeping, washing, dusting, polishing, etc. (using only appropriate cleaning agents) for final presentation. DIVISION 2: 51TE WORK A. General Data I. &ViH's Project Supervisor and all associated Sub -contractors to verify all existing underground utilities (and existing drain tile, if any) before work commences. 2. GWH's Project Supervisor and all associated Sub -contractors to field verify with Engineer's Ste Plan before excavation to confirm what vegetation (trees, etc.), If any, Is required to be saved and/or maintained. 3. GWH's Project Supervisor and all associated Sub -contractors shall determine the site's previously filled areas and the area -of -construction's soil bearing capacity, and provide modification, removal/replacement, compaction, etc., as deemed necessary by project's Site Engineering or Geotechnical report. 4. GWH's Project Supervisor and all associated Sub -contractors shall coordinate necessary excavation, backfilling, rough and finish grading, sediment and erosion control, plus seeding to properly complete project. 5. All excavated material that is not suitable as fill (i.e. stones larger than 6" dia., debris, wood, concrete, frozen material, etc) shall be removed from site. All appropriate backfill shall be placed in maximum 8" layers and compacted at 85_55% density, with great care not to disturb foundation walls. Finish grade shall represent 6" of topsoil, and sloped for positive drainage away from building. Backfill only after floor system or bracing is in place and at a minimum of 48 hours after waterproof membrane is applied. 6. All site work retaining walls shall be constructed for proper structural stability. All railroad ties (being used) to be pressure treated and fastened with spikes. 7. All exterior materials and finishes (especially prefinished aluminum, as applicable) shall be properly protected when masonry and/or concrete is given wash down. SEAL: i a z O w 0 K z Q ORIGINAL ISSUE u DATE: O6-Oq-2022 0 REV1510N(5): 08.201.2022 fy Ll w 0- 0 v m O z Q f 0 z Q N i O x 00 i z w LLl H O Z at IJA IJA O %J LLLJ o O � v z Q Q 5H O DIVISION-: MOISTURE AND THERMAL PROTECTION A. Waterproofing 1. Waterproof membrane to be rolled application. Apply min. 14 days after final gorge coat. Ensure foundation wall surface is smooth, monolithic, and free from dirt, grease, voids, spans, course or loose aggregate. 2. Footing drain shall have corrugated, perforated plastic pipe at the perimeter of footing in any case where: finish grade is higher than interior slab or interior crawl space; and at window wells. 5. Gravel cover shall be 5/4" washed bluestone at 12" above top of drain pipe and 6" along each side of drain pipe. Silt protection shall be one layer of rosin paper. Footing drains shall terminate into stormwater Inlet or drain to daylight (unless otherwise noted on Site Drawings). 4. All waterproofing to conform to the applicable code. B. Insulation I. Throughout the work (where shown on Architectural Drawings and elsewhere), provide insulation as required to provide a positive barrier against the passage of temperatures through the exterior thermal envelope. 2. Underslab insulation to be 2"x24" rigid insulation under poly at horizontal application or next to inside face of foundation wall at vertical application. 5. Provide 2" rigid Insulation on Interior face of exterior foundation wall (with 2" Z_strlp). All rigid Insulation must be completely protected by fire_reslstive material (i.e. drywall, concrete, etc.). Insulation to be installed min. 21 days after cmu foundation wall is set or min. 6 weeks after poured concrete foundation wall is set. 4. All kroft faced insulation not completely protected by fire resistive material (i.e. drywall, concrete, etc.) to have 0_25 flame spread. Use unfoced insulation when using a poly vapor barrier. 5. All vapor barriers (kroft face or poly) shall face tenant side and stapled to studs or trusses every b" o.c. Tape around any and ALL openings made to Interior vapor barrier (i.e. elec. outlets, meth registers, windows doors, etc.). 6. Crevices around window and door Jambs shall be stuffed (chinked) with fiberglass butt Insulation. Fiberglass Batt shall be Installed on the back of any attic or wall access panel and at hidden air pockets in exterior wall framing. 7. All attic access panels over conditioned space to be Insulated per code. 5. All insulation to conform to the applicable code. C. Flashing I. Throughout the work (where shown on Architectural Drawings and elsewhere), provide 26 ga. metal flashing as required to provide a positive barrier against the passage of rainwater. 2. Flashing typically is needed at chimneys (along with cricket), at widow and door headers and sills, at brick rowlocks, at sides of dormers, and where a vertical exterior surface connects to a horizontal exterior surface D. caulking I. Throughout the work (where shown on Architectural Drawings and elsewhere), seal and caulk Joints as required to provide a positive barrier against the passage of moisture and the passage of air. 2. caulk to be used shall use the best duality caulk available. Provide primers and back up materials (backer rod) as reduired for a complete and proper Installation. Caulk to be tooled concave and be elastic/elostomeric type or other appropriate type. caulk bead's McIth_to_depth to be proper proportion. 5. caulk all windows and doors (where they meet exterior finish material) with a caulk color to match windows and doors; caulk other finish material with tinted caulk matching finish material color; caulk all surfaces that will be painted with a standard color caulk. DIVISION 8: WINDOWS AND DOORS A. General Data I. Windows and doors to be installed per mfr's specifications in locations indicated on Architectural Drawings. 2. Windows and doors to be hung plumb within a tolerance of I in 1000. Rehong or replace as required all doors that are hinge bound, do not swing freely, or are warped. 5. Provide safety (tempered) glazing in all windows and doors according to all applicable codes. 4. Provide of least one Egress Wlndow in each Bedroom and one in Basements without a walk -out condition. 5. Operable windows and sliding glass doors shall have Insulated glass and screens unless otherwise noted. b. Unless otherwise noted window sizes define intended aesthic size and type by indicating sash opening in feet and inches. DIVISION 01: FINISHES A. Drywall I. All drywall work to be U.S. Gypsum, National Gypsum or approved equal. Drywall shall be 1/2" standard type typically and 5/6" type X on garage -to -house walls, unless otherwlse noted. 2. All drywall accessories to be the same mfr. as the drywall mfr. and be galvanized metal components without any exposed metal trim or beads when complete. 5. All drywall shall be nalled at the edges with screws placed in the field when applied to wood framing, and screws throughout when applied to metal framing. 4. Fire rated drywall (as indicated on Architectural Drawings) shall be 5/8" Type X fire code, installed within the guidelines of indicated testing lab requirements (i.e. UL#). 5. Vinyl edge bead shall be installed at drywall returns abutting all storefront windows and doors. B. Paint I. All materials needing to be painted shall be properly prepared including dusting surfaces, putty and caulk as required, lightly sand, and perform minor point up. 2. All painting to have primer and finish coats; Paint mfr. to be as determined by 6WH'5 PURCHASING Department. C. Carpet I. All Carpet work (in areas Indicated on Architectural Drawings) shall be as determined by 6WH's PURCHASING Department. D. Tile (Mexican, ceramic, vinyl) I. All the work (as Indicated on Architectural Drawings) shall comply with recommendations contained in the current edition of "Handbook for Ceramic Tile Installation" from the Tile Council of America. 2. All tile to be placed over underlayment and subfloor, or over concrete. All patterns and colors to be as determined by GWH's PURCHASING Department 5. Minor leveling and/or filling of cracks on floor surfaces as reduired to produce a high quality installation. DIVISION 10: SPECIALTIES No work in this division (except as Indicated on Architectural Drawings). DIVISION 11: EQUIPMENT No work in this division (except as indicated on Architectural Drawings). DIVISION 12: FURNISHINGS No work in this division (except as Indicated by GWH's PURCHASING Department). DIVISION 15: SPECIAL EQUIPMENT No work in this division (except as indicated on Architectural Drawings). DIVISION 14: CONVEYING No work in this division (except as Indicated on Architectural Drawings). DIVISION 15: MECHANICAL/PLUMBIN6 A. General Data I. All Mechanical work to be Installed by State -certified subcontractor, and following all applicable codes. 2. All Plumbing work to be installed by State -certified subcontractor, and following all applicable codes. DIVISION lb: ELECTRICAL A. General Data I. Electrical work to be Installed by State -certified subcontractor, and following all applicable codes. SEAL: H i H Q a z_ O w 0 i z_ Q ORIGINAL ISSUE u DATE: 06-OCI-2022 p O w REVI5ION(5): O5.201.2O22 fy Ll w a O v m O z i z Q N w f O x A 00 i z w 0 LLJ H Z +zt UA UA O v LJ � 0 � v z Q Q 5H O I LOWER LEVEL PLAN SCALE 1/4'=I'-W 2" 2" P05T P1955 OTU W/ OPT. DECK 2'49" .2'-0" i. 11-0" ® 11.0" 1.2'-0" 3'-9 1/21, 4 FOYER n 6050 560 (TEMP) 4'-b" 5050 OPENING T 3/4i1 5'-01, 21'-S" V-10"ol 3060 5060 UNF I N15HED 1V-4 1/2" O MIN. 36"H. RAKE WALL W/WD CAP, OPT. OPEN RAIL (OPT. #65100) QHV 2565 20 MIN. FIRE RATED LINE OF CHASE DOOR W/5PRING HINGES ABOVE ;< I / \ �i Q V— O J� GARAGE z _4 5MOOTH CONC. SLAB 6 MIL. POLY VAPOR BARRIER ON 4" GRAVEL BA5E, CON5ULT 5716TURAL 5HEET5 -------------I I I I I I I I I I I I I I I I I I I 10050 GARAGE DOOR 7 3/41, b'-b 1/2" 11 6-10" 21'-b" 22'-0" SEAL: K K d z rr O w O z_ Q ORIGINAL 155UE U DATE: Ob-O 1-2022 O K w O O LL J ks) Lu z z J [L U LU w O (] J z Z_ Q Q 51 1 W 0 a w d 0 0 m 0 Z Q f 0 z a LU f O x Ll O z z w n I � m _C4 FAMILY ROOM I HR RATED PROJEGTEO AA-LI rbo ro 60 4'-4" 2-5-41-311 41-311 21-5" 41 Alll 2" 21'-8" �\ 22'-0" / \AAA I\I I r%/T_I fl A \ I IIT_ II m m n I FAMILY ROOM I n m O I I HR RATED N PROJEGTEO HALL I O60 60 I 1 HR RATED PROJECTED HALL [04'-13/4' 5'-61/411 3'-41/2" 3'-3^ 3'-41/2" I'-10" II 2" 21'-811 lip" 22'-0" le / \\ A A I\ I I r� 1TI t l A I Ilr 11 (T)MAIN LEVEL PLAN "G" MAIN LEVEL PLAN SCALE I/4"=I'-0' d m 2" CUBBIES (OPT.#I55411) 268C PANTRY (5) 12" SHLVS ION MIN. 36" H GUARDRAIL, 4YP. OFT. DEGKj 0. I I I I 5060 3060 6060 560 (TEMP) LINE OF 10'X12' DECK A/ OPT. AELLED EXIT OR A5 REQ. A/ ESRE55 WINDOW LL I - I I N I j KITGHE II I I B II I MIN. 36"H. RAKE HALL I I IEff] O p A/AD GAP, OPT. OPEN = I O RAIL (OPT#65110) I I Qd 0 m I m I I u--- I I ry o v MIN. 36"H. RAKE HALL KM GAP, OPT. OPEN RAIL (OP7.#65110) N FAMILY ROOM 21'-b" 22'-011 1 1 T_, 1r 1 P l A 1 11 A 11 h III 1 11 T-l' SEAL: K d z K O W J O z Q ORIGINAL ISSUE U DATE: Ob-Oq-2022 0 a REVI51ON(5): K O6.2q.2O22 La w d 0 U w m O z Q 0 z Q LU W f O 2 Q O z Z wW K W n l� O O J LL ks) �z LU Q z 0 J � z a z z Q A SHEET # A A N BEDROOM 3 BEDROOM 2 I o O 3050 Q — m n I HR RATED 50PROJECTED WALL 4'-1 5/4" 5'-a 1/4' 5-4 1/2" V-4 1/2" I'-10" r5'-5" 2' JL 21'-b" 22'-0" O�UPPER LEVEL PLAN "B" II F llC II F�� iv — o I BEDROOM 3 BEDROOM 2 I o X 050 050 050 050 4'-2 1/2" 31_5" / I II 3 _5. 4'-2 1/2" 40 It 2' 21'-all " 0. �\ 22'-0" rn n AI Ilru II k hull a °a I'-10" FRM-PL 21'-8" FRM-FRM W-1 1/2' TO GL 305C UPPER LEVEL PLAN SCALE 1/4'=I'-0" o a w — I n ----------- SHOY�R OPT. TRAY —CL6—. m (OPT. #420g0) HOT AVAILABLE W/ I HABITABLE ATTIC OO m � I BATH' 0 � PRIMARY I Z ° , BEDROOM 2668 10'-2 1/2" 3'-5 1/2" I-g 6-2 1/2 L— — — — — — — — — — — — 668 2668 r--n r-1 D IIT-1II I� B I p I B Ib m I� J I' I 5068 L-- L a L a l a -5 _5 r--n - - - L NDRYIo II WIG _-- to II --- L--� IR/IS m MIN. 36"H. aLaLL2 I KNEEWALL W/WD ' `°` `°` n GAP, OPT. OPEN o — — RAIL (OPT.b5120 60" VANITY w o (V N HALL BATH LEI b'- 1/2" 206 (5) IT 5HLV5 2668 — — — g — — IR/15 — — — — IR/15— v O �I bb 2668 2668 68lik 6'-01/21, 4'-II" 4.01/2" bl_pll 1o'-all I11�11 Q Q I I o I BEDROOM 3 BEDROOM 2 I O50 O50 050 5'-2" b'-01/2" 3'-3" 5-21/2" 2 rA 21'-b" -5 22'-0" 40 /rl L l n u u e n N SEAL: ORIGINAL 155UE DATE: 06-04I-2022 REV 1510N(5): 06.2q.2022 tY O O J LL o wz I d Q 0 0 w D- 0- Q � 0 z_ Q Q i d z K O w O z_ Q v O K a K O w d 0 0 m O z Q f 0 Q LU W f O x Q O z w w n 5GALE 1/4"=I'-O" CONT. RIDGE VENT CONT. RIDGE VENT 0 4'-0" FROM SIDES, 4'-0" FROM SIDES, tt _ .............. d_ 4' FRT PLWD. ON BOTH 8:12 SLOPE 8:12 SLOPE SIDES. NO PENETRATIONS PERMITTED OMIT AT END UNIT COND. TYP. 4:I2 SLOPE FIBER67LA55 ROOF FIBERGLA55 ROOF SHINGLES, TYP SHINGLES, TYP 2020 FIXED WINDOWS, BLA, KID OUT b" FASCIA, TYP. b" FASCIA., TYP. T.O. PLATE T.O. PLATE Yoh. HDR WDW. HD b" CORNER BD., TYP. ® JE ® �o b CORNER BD., TYP, n BOARD $ BATTEN HORIZONTAL 51DI SIDING o i F v N n 10" BAND BOA ai UPPER LEVEL 5U5FLR 5UBFLR. UPPER LEVEL SUBFLR SUBFLR. T.O. PLATE T.O. PLATE WDW.H MA. HD STONE VENEER PER r — — — — — — — — PROD. SPECS. PU GAP PROVIDE 3b" 4' TRIM SURROUND c� SAFETY RAIL IF v I DECK S, SELECTED o 0 I I---- STANDING SEAM I METAL Roo I n LINE OF OPT. DEC n I I I I MAIN LEVEL 5UBFLR 5UBFLRI, MAIN LEVEL 5UBFLR 5UBFLR. T.O. PLATE 4----------------------------------------------------------------------- 11 T.O. PLATE I I I Iz t ------ T, �T------ WDW. H WDW. HDR FYPON BKT b — INN ion 5 O' I I 'H' OR OR EQ. EO. (T(P. OF 2) INTERIOR OF VESTIBULE TO BE BOARD BATTEN 5IDINO PU 50LID 5OFFIT ------------- o EILING LOWER LEVEL SLAB 5L LOWER LEVEL SLAB 5L FINISHED GRADE FINISHED GRADE SLOPE AWAY FROM SLOPE AWAY FROM I I HOUSE �-----------------------------� HOUSE �-----------------------------� ROOF PLANE PLAN "A" I REAR ELEVATION I FRONT ELEVATION "A" SCALE I/4"=1'-0' SCALE 1/4'=1'-O" SCALE 1/4"-1'-0' SEAL: H d z_ K O w O z Q ORIGINAL I55UE U DATE: 06-0q-2022 O 0 K d d eti � d o � � O � >YLu U 1L- N W z Z_ Q Q 51 1 a LU O w 0 J m O z Q f z Q lu f O oO z w n Q s 12 12 12 a 4 8� b" FASCIA., TYP. T.O. PLATE WDW. R. ® ® b" CORNER BD., TYP. Q HORIZONTAL 51DING Y V� 10" BAND BOARD n SUBFLR. UPPER LEVEL SUBFLR ---------------T T.O. PLATE MA. HDR.------------ ` STONE VENEER PER PROD. 5PEG5. W/ GAP 4" TRIM SURROUND z STANDING SEAM METAL ROOF At SUBFLR. 12 MAIN LEVEL--------------- 1: SUBFLR 2 T.O. PLATE WDW. HDR. FYPON BKT 20X24X5 OR EQ. (TYP. 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DEC n 8" BAND BOARDITITP ITlyp Ilyip MAIN LEVEL SUBFLR SURFER MAIN LEVEL SURFER SUBFLR------------------------------------------------- T.O. PLATE 4-------------------------------------------------------------------------- 11 T.O. PLATE ______ram rT______ WDW. H W. HDR 8" HEAD TRIM, 4" SIDE TRIM INN IN STONE VENEER PER PROD. 5PEG5. YV GAP INTERIOR OF VESTIBULE o - - - - - - TO BE BOARD E BATTEN SIDING W/ SOLID 5OFFITmum mm CEILING LOWER LEVEL SLAB 5L LOWER LEVEL SLAB50 , .4 Ll 10 [nt m m QII QY FINISHED GRADE FINISHED 6RADE 0.. 0.. SLOPE AWAY FROM SLOPE AWAY FROM HOUSE �-----------------------------� HOUSE �-----------------------------� ROOF PLANE PLAN "B" REAR ELEVATION I FRONT ELEVATION "B" SCALE 1/4"=I'-0' SCALE 1/4'=1'-O" SCALE 1/4"-1'-0' SEAL: H d z_ K O w O x z Q ORIGINAL I55UE U DATE: 0b-Oq-2022 O K Q IY Q ey Q O ll! U LL N W Ll z Z_ Q Q 51 1 a LU O w d 0 0 LU O z Q f z Q LU f O oO z w n Q 8 I�8 V2 SLOPE b" FA5,, TYP. T.O. PLATE WDW. HDR. FYPON DTLB 4XbXT ® ® OR E0. P. 0 b" b) CORNER BD.,., TYP. Q HORIZONTAL 51DING Y V m N SUBFLR. UPPER LEVEL 50FLR T.O. PLATE ---------------T AVA. HDR.------------ ` �� 4TRIM SURROUND r --z 8" BAND BOARD n 5UBFLR. i MAIN LEVEL 5UBFLR --------------- T.O. PLATE MK HDR. z 5TONE VENEER PER PROD. 5PEG5. YV GAP -- o LLJ o a SLAB LOVER LEVEL SLAB FINISHED GRADE I 5LOPE AWAY FROM HOU5E IDE ELEVATION 11511 SCALE I/4'=1'-0' SEAL: H H d z_ K O w O z Q ORIGINAL 155UE U DATE: 0b-Oq-2022 0 K ED Z Q i Z O lU LU H LU w 1L1 N Q w 117 Ll z Z_ K Q Q 51 I W K O w d 0 m O z Q f z Q LU f O Ll pO z z w n CONT. RIDGE VENT CONT. RIDGE VENT 4'-O" FROM SIDES, 4'-0" FROM SIDES, tt d................. 4FRT PLWD. ON BOTH 8:12 SLOPE 8:12 SLOPE SIDES. NO PENETRATIONS PERMITTED OMIT AT END UNIT COND. TYP. 4:12 SLOPE FIBER67LA55 ROOF FIBER6LA55 ROOF SHINGLES, TYP SHINGLES, TYP 2020 FIXED WINDOWS, BLA, KID OUT b" FASCIA., TYP. b" FASCIA., TYP. T.O. PLATE WDW. HDR WDW. HD b CORNER BD., TYP. b CORNER BD., TYP. w N ® ® ® 0 Ib" PNL SHUTTER,TYP. N HORIZONTAL 51DI BOARD E BATTEN SIDING STANDING SEAM N ry METAL ROOF UPPER LEVEL SUBFLR SUBFLR. UPPER LEVEL 5UBFLR 5UBFLR. T.O. PLATE T.O. PLATE WpW, H FYPON BKT x MA. HD 20X24X5 OR EQ. (TYR OF 4) 1 I PROVIDE 36" 4" TRIM SURROUND c.4 SAFETY RAIL IF v I DECK IS �_ 8" BAND BOARD (TYP) SELECTED o 0 I I 1 I n LINE OF OPT. DEC n m I I _ '- I I MAIN LEVEL SURFER 5UBFLR MAIN LEVEL SURFER 5UBFLR. T.O. PLATE 4----------------------------------------------------------------------- � T.O. PLATE I T r T------ WDW. H 10" FYPON HEAD WDW. HDR I I = FEATURE OR b„ APPROVED EQUAL INN O.I I H oil PILASFYPOTER b" FLUTED oilPILASTER OR EQ., L------- —J a� 0 2-TYP. p7 INTERIOR OF VESTIBULE � m � TO BE BOARD d BATTEN m _---------------- 51DIN6At50LIDSOFFIT O ry CEILING p © MOM M 1 STONE VENEER PER v PROD. SPECS. A/ GAP LOWER LEVEL SLAB 5L LOWER LEVEL SLAB FINISHED GRADE FINISHED 6RADE SLOPE AWAY FROM SLOPE AWAY FROM I I HOUSE �-----------------------------� HOUSE �-----------------------------� ROOF PLANE PLAN "G" I REAR ELEVATION I FRONT ELEVATION "G" SCALE I/4"=I'-0' SCALE 1/4'=1'-O" 51,ALE 1/4"-1'-0' SEAL: K H d z_ K O w O z Q ORIGINAL I55UE U DATE: Ob-Oq .2022 O 0 Q IY Q ey Q O ll! U LL N W Ll z Z_ Q Q 51 1 W K O w 0 J m O z Q f 0 Q lu f O oO z w n Q s 12 12 a4 8� b" FASCIA., TYP. T.O. PLATE WDW. R. ® ® b" CORNER BD., TYP. Q HORIZONTAL SIDING i- v m N SUBFLR. 12 UPPER LEVEL SUBFLR 7 T.O. PLATE --------------- WDW. HDR.------------ `-- -- D FYPON BKT ` 20X24X5 ® OR EQ. (TYP. OF 4) Q --z 4" TRIM SURROUND - --' m SUBFLR. MAIN LEVEL SUBFLR T.O. PLATE WDW. HDR. STONE VENEER PER PROD. 5PEG5. W/ GAP LilO SLAB LOWER LEVEL SLAB FINISHED GRADE SLOPE AWAY FROM HOUSE SIDE ELEVATION 'loll SCALE I/4'=1'-0" SEAL: H H d z K O w O z Q ORIGINAL 155UE U DATE: 06-0q-2022 0 K V Q i Z O lU LU H LU w lU N Q w In Ll z Z_ K Q Q 514 W K O w d 0 0 m O z Q f z Q LU f O Ll oO z z w n CONT. RIDGE VENT CONT. RIDGE VENT 4'-O" FROM SIDES, 4'-0" FROM SIDES, tt d......... _ ....... 4' FRT PLWD. ON BOTH 8:12 SLOPE 8:12 SLOPE SIDES. NO PENETRATIONS PERMITTED OMIT AT END UNIT COND. TYP. FIBER67LA55 ROOF FIBER6LA55 ROOF SHINGLES, TYP SHINGLES, TYP 12 Q 9 SHAKE 510IN6 b" FASCIA., TYP. b" FASCIA., TYP. T.O. PLATE Yoh. HDR WDW. HD � b" CORNER BD., 1YP. b" CORNERcl HORIZONTAL SDI o 4" TRIM SURROUND p r 8" BAND BOARD I BillLJ r v mLJ�--== 11111 Will Will L m N N UPPER LEVEL SUBFLR 5UBFLR. UPPER LEVEL SUBFLR 5UBFLR. T.O. PLATE T.O. PLATE WDW. H STONE VENEER PER MA. HO PROD. SPECS. W/ GAP PROVIDE 3b" SAFETY RAIL IF DECK IS © IS" PNL SHUTTER, TYP. SELECTED o 0 m FYPON BKT 18XI8X4 m A OR EQUAL (TYP. OF n LINE OF OPT. DEC ry 2) MAIN LEVEL SURFER 5UBFLR MAIN LEVEL SUBFLR 5UBFLR---------------- T.O. PLATE 4-------------------------------------------------------------------------- 11 T.O. PLATE r� rT______ WDW. H W. HDR INN 8" HEAD TRIM, b" SIDE TRIM o INTERIOR OF VESTIBULE O hill TO BOARD 8 BATTEN 51 SIDININ G W/ SOLID SOFFITmum mm GEILING LOWER LEVEL SLAB 5L LOWER LEVEL SLAB m wu FINISHED GRADE FINISHED GRADE SLOPE AWAY FROM SLOPE AWAY FROM HOUSE �-----------------------------� HOUSE �-----------------------------� ROOF PLANE PLAN "D" REAR ELEVATION FRONT ELEVATION "D" SCALE I/4"=1'-0' SCALE I/4'=1'-0" SCALE 1/4"-1'-0' ill SEAL: H d z_ K O w O z Q ORIGINAL I55UE U DATE: Ob-Oq-2022 O O K SEAL: H d z_ K O w O z Q ORIGINAL I55UE U DATE: Ob-Oq-2022 O O K Q Q ey � � � J N W Q Z_ Q Q e,H1 w O w LU 0 0 10 O z Q f 0 Q LU f O oO z w n m O N N O N Q 8 I�8 1:12 5LOPE b" FA50A., TYP. T.O. PLATE WDW. HDR. CORNER BD., TYP. Q HORIZONTAL 51DING r 8" BAND BOARD m N SUBFLR. UPPER LEVEL 50FLR T.O. PLATE ---------------T WOA. HDR.------------ `-- 5TONE VENEER PER PROD. 5PEG5. YV GAP 4" TRIM SURROUND �o r --z --' m 5UBFLR. MAIN LEVEL 50FLR --------------- T.O. PLATE WDW. HDR. FYPON BKT 18XI8X4 OR EQUAL (TYP. OF 2) a� o SLAB LOWER LEVEL SLAB FIN15HED GRADE SLOPE AWAY FROM HOU5E SIDE ELEVATION V' SCALE 1/4'=1'-O" SEAL: H H d z_ K O w O z Q ORIGINAL 155UE U DATE: Ob-Oq-2022 0 K V Z Q i Z O lU Lu H Lu w 1L1 N Q w 117 Ll z Z_ K Q Q 51 1 W K O w d 0 0 m O z Q f 0 Q Lu f O Ll pO z z w n CONT. RIDGE VENT 4'-O" FROt FIBERGLA° SHINGLES, b" FASCIA I.U. YLAI t b" CORNEF HORIZONTi UPPER LE T.O. PLATi PROVIDE SAFETY Ri DECK 15 N SELECTED LINE OF Of MAIN LEVE T.O. PLAIT r LOWER LE SLOPE AAAY FROM I I HOUSE �-----------------------------� CONT. RIDGE VENT 4'-0" FROM SIDES, FIBER67LA55 ROOF SHINGLES, TYP 2020 FIXED AINDOAS, BL OUT b" FASCIA., TYP. b" CORNER BD., TYP- 16" PNL SHUTTER, TYP. BOARD $ BATTEN SIDING 10" BAND BOA UPPER LEVEL SUBFLR T.O. PLATE STANDING SEAM METAL ROO. 4" TRIM SURROUND a r 10" BAND BOA MAIN LEVEL SUBFLR T.O. PLATE 8" HEAD TRIM, b" SIDE TRIM STONE VENEER PER PROD. SPECS. A/ GAP - a INTERIOR OF VESTIBULE TO BE BOARD $ BATTEN SIDING PU SOLID 50FFIT- GEILIN6 LOAER LEVEL SLAB FINISHED 6RADE SLOPE AWAY FROM HOUSE 4:12 SLOPE 0 0 8:12 SLOPE I I ------------------------------ uFu sir % 0 r SUBFLR. SEAL: H Q d z_ tY O w O z Q ORIGINAL ISSUE U DATE: 06-0q-2022 0 K LU Q Lu Z w i Z < O y LU w 1L1 U � N W Ll z Z_ Q Q 51 I a Lu O w d 0 m O z Q f z Q Lu W f O A O z z w n Q s I�S b" FASCIA., TYP. T.O. PLATE WDW. R. ® ® b" CORNER BD., TYP. Q HORIZONTAL 510IN6 Ll 4" TRIM SURROUND m N 12 SUBFLR. �10 T.O. PLATE UPPER LEVEL SUBFLR ---------------T WDW. HDR.------------ `-- Q r --z --' m SUBFLR. ❑ MAIN LEVEL 5UBFLR--------------- n T.O. PLATE WDW. HDR. ' 10" BAND BOARD T 5TONE VENEER PER PROD. 5PEG5. W/ GAP LLJ SLAB LOWER LEVEL SLAB FIN15HED GRADE 5LOPE AWAY FROM HOU5E 51DE ELEVATION "E" SCALE 1/4'=1'-0" SEAL: H Q d z_ K O w O z Q ORIGINAL 155UE U DATE: Ob-Oq-2022 0 K V Q i Z O lU LU H LU w lU N Q w 117 Ll z Z_ K Q Q 51 I 4E W K O w d 0 0 m O z Q f 0 Q LU f O Ll oO z z w n m O N O N CONT. RIDGE VENT CONT. RIDGE VENT WI FROM SIDES, 4'-0" FROM SIDES, tt d_ _ _ _ _ _ _ _ _ _ 4' FRT PLWD. ON BOTH 8:12 SLOPE 8:12 SLOPE SIDES. NO PENETRATIONS PERMITTED OMIT AT END UNIT COND. TYP. FIBER5LA55 ROOF FIBER57LA55 ROOF SHINGLES, TYP SHINGLES, TYP FYPON BKT 12XI2X4 OR EQ. (TYP. OF 3) 12 q b" FASCIA., TYP. b" FASCIA., TYP. T.O. PLATE Yoh. HDR VI HO b" CORNER BD., TYP. b" CORNER BD., TYP. 18" PNL SHUTTER, TYP. ® ®� N HORIZONTAL 51DI ILI L-1 Ll HORIZONTAL 50I 0 THE m m 10" BAND BOA N N UPPER LEVEL 5UBFLR 5U5FLR. UPPER LEVEL SUBFLR SUBFLR. T.O. PLATE T.O. PLATE WDW. HM MA. HO SHAKE SIDING PROVIDE 36" SAFETY RAIL IF DECK IS SELECTED FYPON BKT 20X24X5 O OR EQ. (TYP. OF 2)II °J m m IO" BAND BOA Lu n LINE OF OPT. DEC ry MAIN LEVEL SUBFLR 5UBFLR MAIN LEVEL 5UBFLR 5UBFLR. T.O. PLATE 4-------------------------------------------------------------------------- � T.O. PLATE WDW H 10" FYPON HEAD WDW. HD FEATURE OR APPROVEDONO MEN FYPON EQU b" FLUTED PILASTER OR EQ., 0 2-TYP. q:I2 q:12 INTERIOR OF VESTIBULE1111111j 7 TO BE BOARD 8 BATTEN SIDING W/ SOLID 5OFFIT -'---- -- ---- N---- o INILECEILING11 o ❑ M TN STONE VENEER PER PROD. 5PEG5. W/ GAPI LOWER LEVEL SLAB 5LAU LOWER LEVEL SLAB FINISHED GRADE FINISHED GRADE SLOPE AWAY FROM SLOPE AWAY FROM HOUSE �-----------------------------� HOUSE �-----------------------------� ROOF PLANE PLAN "F" REAR ELEVATION I FRONT ELEVATION "F" SCALE I/4"=1'-0' SCALE 1/4'=1'-0" 51,ALE 1/4"-1'-0' SEAL: K H d z_ K O w O x z_ Q ORIGINAL I55UE U DATE: Ob-Oq-2022 0 K LL Q Lu Z w i Z < O y LIJI w Lu U 1L- N W Ll z Z_ Q Q 51 1 4F a K O w d 0 0 m O z Q f 0 Q lu f O oO z w n m O N O N Q s I� 12 8 9:12 SLOPE b" FASGIA., TYP. T.O. PLATE APA. HDR. ® ® b" CORNER BD., TYP. m HORIZONTAL SIDING v m N SUBFLR. UPPER LEVEL SUBFLR ---------------i T.O. PLATE WDW. HDR.------------ `- Q' O 4" TRIM SURROUND r --z --� m SUBFLR. i MAIN LEVEL SUBFLR 12 Q 9 T.O. PLATE MIN. HDR. D FYPON BKT 20X24X5 OR EQ. (TYP. OF 4) z STONE VENEER PER PROD. 5PEG5. Y`U GAP LLJ LJ O v SLAB LOVER LEVEL SLAB FINISHED GRADE I SLOPE AWAY FROM HOUSE SIDE ELEVATION "F" SCALE 1/4'=1'-0' SEAL: H H d z_ K O w O z Q ORIGINAL ISSUE U DATE: 06-0q-2022 0 K V Z Q i Z O lU Lu H Lu w 1L1 N Q w 117 Ll z Z_ K Q Q [SHEET 4F W K O w d 0 m O z Q f z Q Lu f O Ll pO z z w n m N O N N O N I I CONT. RIDGE VENT CONT. RIDGE VENT 0 4'-O" FROM SIDES, 4'-0" FROM SIDES, tt _ .............. d_ 4' FRT PLWD. ON BOTH 8:12 SLOPE 8:12 SLOPE SIDES. NO PENETRATIONS PERMITTED OMIT AT END UNIT COND. TYP. FIBER67LA55 ROOF FIBERGLA55 ROOF SHINGLES, TYP SHINGLES, TYP b" FASCIA., TYP. 6" FA5CIA., TYP. T.O. PLATE Yoh. HDR WDW. HD � b" CORNER BD., TYP. 6" CORNER BD., 1'fP. n BOARD $ BATTEN HORIZONTAL SIDI do SIDING i- F v 5TANDIN7 SEAM m Ll- 'c' METAL R00 N N ,is UPPER LEVEL SUBFLR 5U5FLR. UPPER LEVEL SUBFLR 12 10 SUBFLR. T.O. PLATE T.O. PLATE WDW. H 110A HD PROVIDE 36" 4" TRIM SURROUND SAFETY RAIL IF DECK IS 10" BAND BOA SELECTED o � o O n LINE OF OPT. DEC n MAIN LEVEL SURFER SURFER MAIN LEVEL SUBFLR SUBFLR. T.O. PLATE 4-------------------------------------------------------------------------- 11 T.O. PLATE ______ram rT______ WDW. H W. HDR STONE VENEER PER IN oil PROD. SPECS. NU GAP IN 8" HEAD TRIM, 6" SIDE TRIM INTERIOR OF VESTIBULE m TO BE BOARD d BATTEN —--------- -- 50LID50FFIT — — — / SIDING W/ © CEILINm um M TN � o / G LOWER LEVEL SLAB Ll il 5L LOWER LEVEL SLAB FINISHED GRADE FINISHED GRADE SLOPE AWAY FROM SLOPE AWAY FROM HOUSE �-----------------------------� HOUSE �-----------------------------� ROOF PLANE PLAN "0" REAR ELEVATION I FRONT ELEVATION "a" SCALE I/4"=1'-0' SCALE I/4'=1'-0" 51,ALE 1/4"-1'-0' SEAL: H Q d z_ K O w O x z Q ORIGINAL I55UE U DATE: 06-0q-2022 O O K Q IY ey O �> LLI LLJ U � N W Q z Z_ Q Q 51 1 a K O w d 0 0 LU O z Q f 0 Q LU f O O z w n Q s I� 12 8 b" FASCIA., TYP. T.O. PLATE WDW. R. ® ® b" CORNER BD., TYP. Q HORIZONTAL 51DING Y V� m N 12 SUBFLR. �10 UPPER LEVEL SUBFLR - - T T.O. PLATE WDW. HDR.------------ ` 4" TRIM SURROUND 10" BAND BOARD zoLlr --z --' m SUBFLR. ❑ MAIN LEVEL--------------- SUBFLR T.O. PLATE MIN. HDR. STONE VENEER PER PROD. 5PEG5. W/ GAP Lil L T SLAB LOWER LEVEL SLAB FINISHED GRADE SLOPE AWAY FROM HOUSE 51DE ELEVATION "G" SCALE 1/4'=1'-0" SEAL: H K Q d z_ K O w O z Q ORIGINAL 155UE U DATE: 06-0q-2022 0 K V Q i Z O lU LU H LU w 1L1 N Q w 117 Ll z Z_ K Q Q 51 I W K O w d 0 m O z Q f 0 Q lu f O Ll oO z z w n CONT. RIDGE VENT CONT. RIDGE VENT b 4'-0" FROM SIDES, 4'-0" FROM SIDES, TYP _ _ _ _ _ _ _ _ _ _ 4' FRT PLWD. ON BOTH 8:12 SLOPE 8:12 SLOPE SIDES. NO PENETRATIONS PERMITTED OMIT AT END UNIT COND. TYP. FIBER57LA55 ROOF FIBER57LA55 ROOF SHINGLES, TYP SHINGLES, TYP 12 2626 FIXED WINDOW, o � I2 BLACKED OUT BOARD $ BATTEN SIDING b" FASCIA., TYP. b" FASCIA., TYP. T.O. PLATE WDW. HDR WDW. HD � b" CORNER BD., TYP. bCORNER BD., TYP. �y 4�� TRIM SURROUND a� HORIZONTAL SIDI o o Ll LLJ I r r - - SHAKE SIDING v m m N N UPPER LEVEL SUBFLR 5UBFLR. UPPER LEVEL SUBFLR 5UBFLR. T.O. PLATE T.O. PLATE WDW. H NmW. HO PROVIDE 3b" SAFETY RAIL IF 18" PNL SHUTTER, TYP. DECK IS SELECTED o 0 10" BAND BOA STANDING SEAM jL InLINE OF OPT. 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HDR.------------ ` 4" TRIM SURROUND 10" BAND BOARD r --z --' m SUBFLR. 2 MAIN LEVEL SURFER 9 T.O. PLATE WDW. HDR. FYPON BKT 2OX24X5 OR EQ. (TYP. OF 2) STONE VENEER PER PROD. SPECS. A/ GAP Lil SLAB LOWER LEVEL SLAB FIN15HEP GRADE SLOPE AWAY FROM HOUSE SIDE ELEVATION "H" SCALE 1/4'=1'-O" SEAL: H H d z_ K O w O z Q ORIGINAL 155UE U DATE: 06-0q-2022 0 K V Z Q i Z O lU LU H LU w 1L1 N Q w 117 Ll z Z_ K Q Q 51 I W K O w d 0 0 m O z Q f 0 Q LU f O Ll pO z z w n m O N O N INEERE ROOF Q 8 12 12 IEN b MEDIAN ROOF ENGINEERED ROOF DORMER OR TRUSSES PER MFR� REVERSE GABLE PER ELEVATION CEILING INSULATION, REF. TO CHART F R-VAL ES FOR FOR R-VALUES FOR VA/NG/GA d RE GHEGK "OR IR RE5GHEGK FOR IRC, TYP b" FASCIA., TYP. T.O. PLATE WDW. HDR. 1011 F FRIMARY B BR 3 _ r 15-2 I/2' m N FLOOR SYSTEM PER UP 5UBFLR%. PER LEVEL SUBFLR FLOOR SYSTEM PER LANDING \ FLOOR SYSTEM PER T.O. PLATE m ADA. HDR. 2Xb LANDING LINE OF 7-o" HEADROOM i m i'WDR FAMILY ROOM PANTRY 3' b" 10� II' -ION m i ry Ji L LSURFER. MAIN LEVEL 5UBFLR FLOOR SYSTEM PER LANDING FLOOR SYSTEM PER T.O. PLATE WDW. HDR. 2X6 LANDING ® 16" O.G. PAD DOWN AS RE . LINE OF 1'-0" m UNFINISHED REG HEADROOM ------------ NI- I N I SHE FOYER Roo ROOM WALL b BANDBOARD ------------ IIL 11 INSULATION, REF. TO CHART FOR R-VALUES FOR VA/NG/GA :1 L SLAB d RESGHEGK FOR IRG, TYP LOWER LEVEL SLAB SLAB INSULATION, REF. TO FIN15HED GRADE CHART FOR R-VALUES FOR SLOPE AWAY FROM VA/NG/GA 8 RE5GHEGK FOR HOUSE RG, TYP SECTION B-B SECTION A -A ' 5GALE 1/4" -0' SCALE I/4'=1'-0" SEAL: H K d z K O w O z a ORIGINAL 155UE U DATE: 06-0q-2022 0 K Z Z W � � O o Cl In Lu m ED w Ll z Z_ Q Q 51 I 5A n m O N 0 N 51 I 5A n m O N 0 N ENGINEERED ROOF TRU55E5 PER MFR. TO CHART /GA d ENGINEERED ROOF TRUSSES PER MFR. 12 12 BOTTOM g a CHORD MEDIAN ROOF DORMER OR REVER5E GABLE LOFT PER ELEVATION CEILING INSULATION, REF. TO CHART r FOR R-VALUE5 FOR VA/NC/GA 8 r 6 RES-HECK FOR IRG, TYP O 1- ry � _ 7 v LOFT LEVEL 5UBFL5 b" FASCIA., TYP. T.O. PLATE 2* LANDING WDW. HDR. ® Ib" O.G. LANDING 0" O. . a \ s FRIMARY B \ BR 3 r_ o \ NDIN O m g'-2 1/2 m 15-2 1/2' ry 5UBFLR. \ UPPER LEVEL 5UBFLR FLOOR 5Y5TEM PER 8 /2 FLOOR 5Y5TEM PER LANDING \ SiMiURE T.O. PLATE ADA. HDR. \ m% � 2Xb LANDING ® lb., O.G. \ ZILINE OF T-o" HEADROOM i "� i'WDR \ FAMILY ROOM ILL i'ANTRY 3'-b" 10�` III -ION m i ry 5UBFLR. \ MAIN LEVEL 5UBFLR FLOOR 5Y5TEM PER LANDING \ FLOOR 5Y5TEM PER T.O. PLATE WDW. HDR. 2X6 LANDING � - ®- PAD DOWN A5 RE LINE OF I'-0" m UNFINISHED REG HEADROOM FOYER ------------ ------------ ROOM WALL b BANDBOARD INSULATION, REF. TO CHART FOR R-VALUES FOR VA/NG/GA SLAB d RE50HECK FOR IRG, TYP NJ LOWER LEVEL SLAB SLAB IN5ULATION, REF. TO FIN15HED GRADE CHART FOR R-VALUES FOR 5LOPE AWAY FROM VA/NC/GA 8 RE5GHECK FOR HOUSE RC, TYP SECTION B-B SECTION A -A W OFT. OFT SCALE 1/4" '-0' OPT. #IOg00 SCALE I/4'=I'-0" OPT. #IOg00 v o r m ry m ry o CEILING INSULATION, REF FOR R-VALUES FOR VA/NG RESGHEGK FOR IRG, TYP T.O. PLATE � � LOFT 0 �o LOFT LEVEL SURFER T.O. PLATE WDW. HDR. LANDIN6 � LI OF b'-10' vRoOM UNDR WIG 2 LANDIN6 `O ® " O.G. - SURFER. LANDING FLOOR SYSTEM PER UPPER LEVEL SURFER T.O. PLATE WDW. HDR. BEAM PE STRUCTURE SET TOM TGH �c R NG ® Ib" O.G. IT EN SURFER. MAIN LEVEL SURFER LANDING FLOOR SYSTEM PER T.O. PLATE WDW. HDR. -------------' ------------ 2X6 LAND ------------ ®Ib" O.G. ------------ PAD DO 5 REQ. NFINISHE � ------____-- � SLAB LOWER LEVEL SLAB d z K O w O z a ORIGINAL 155UE U DATE: 06-0q-2022 0 a REV1510N(5): K 06.2q.2022 w A w 0 J m O z Q 0 Q lu f O x A oO z z w n l� �d v w m N � 2 w Q z_ Q Q 5HEET # A 55 P05T P@ISBF, C �A/ OFT DECK 2 -6 2 -0 1-0 110.12 -0 -6 10 22'-0" 40 2" 21'_8" p 2" — Q 40 8'-1" 3060 5060 6080 5GD (TEW) POGKET OPPIGE r REG ROOM n r U ' � i I � I m I ii� O i 2'-b" n 2' b" .2' O" i. NU-0PT DECK l' 0" .2' 0" 11-611 b b'-7 b080 560 (TEMP) 21'-V 8'-10"1 3'-3" REG ROOM i 3'-q 1/2" 4'-2 1/2" 4'-II" I I b'-I" 2' I n I 3'-q 1/2" 4'-2 1/2" 5'-1 1/2" 8'-0 1/2" � 668 3080 OPENING 3080 OPENING PWDR 28 � EG 68 . 2668 2668 MEH 2668 2PTPNOR MHLn NH HVAG � r----, �� ❑ HVAG _ r V-11/2" 8'-01/2" 3gJlZ =I 41 n m ry 30.1L2 OPT. #10010 d #10050 d #10280 OPT. #10010 8 #10050 K d Z O w O x z_ Q ORIGINAL 155UE U DATE: 06-0q-2022 O O K REV151ON(5): K O6.2q.2O22 w Q w d 0 0 w m O z Q f Q z Q LU W f O 2 Q O z Z wW K W n SHEET # 0 A CONT. RIDGE VENT 4'-0" FRS FIBERSL 5HIN5LEE b" FASCI b" GORNI HORIZON' v N PROVIDE SAFETY 1 DECK 15 SELECTEI LINE OF i N ..k iu i r SLOPE AAAY FROM I I HOUSE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I ►4 W q 6 I 2'-6" Ia.-O., OPT. PATIO OPT. DECK P05T PIMiBMOTU NU OPT. DECK 237 2'-0" IN u 22'-0" i 19' WIDE PATIO ® BR COND. 1/2'. n �I r`n a i 406B BEDROOM 4 5'-2 1/2" 2668 8'-3 1/2" 5-4 1/2" 2668 LQL BATH MEGH X VANITY O o 5-6 1/2" OPT. #10050 8 #10020 N m SEAL: H K d z K W J 0 z_ Q ORIGINAL ISSUE U DATE: 06-0c 2022 O K REV151ON(5): K O6.2q.2O22 w W lu I() O z Q f 0 Q lu W f O sO z w L n SHEET # O E3 2" I g m WHEN GRADE ALLOWS MIN. 56" CLEARANCE ABOVE TOP OF EGRESS WINDOW WELL LINE OF OPT DECK ABOVE I I I P05T PER 5TRUG I I L 2'10" i. 8'-0" 1, 2'-0" L 8'-6" 1 rnnur vn " nLwrly MIN. 56" CLEARANCE ABOVE TOP OF E6RE55 WINDOW WELL F - -------I LINE OF OPT DECK ABOVE I I P05T PER 5TRUCTURE� 8' 8'-6" I I I 22'-0" 40 211 I I 21'-8.. I I IT-0 I/2" 4'-1 I/2" I I I I I I I I I I 4040 E6RE5 a REG ROOM FOUNDATION RETURN AT 5ET BACK UNIT REF. BLDG. FDN FOR LENGTH 3'-q 1/2" 4'-2 1/2" 5-11/2'. 8'-0 1/2" 5080 OPENING 2668 2668 PT. PWDR I I MEGH II OPT. LOWER LEVEL REG. ROOM 8 POWDER IN6ROUND REAR COND. SCALE 1/4"=1'-O' OPT. #10010 b #10050 WHEN GRADE ALLOWS MIN. 56" CLEARANCE ABOVE TOP OF EGRESS WINDOW WELL r I — -------I LINE OF OPT DECK ABOVE I I I � POST PER 51 RUG NRE� I I 8'-0" 2'-0" 2, IT-0 1/2" 1 4'-1 1/2" ° IT-0 1/2" 1 4'-i 1/2" I I I I I I I I I I 5'I11/2° 41/2" I 3' I a.. I I I � I I I I EGRE5 E5 4. Z BEDROOM 4 I` I REG ROOM POCKET OFFICE FOUNDATION RETURN AT s m q�140(911 5ET BALK UNIT m FOUNDATION RETURN AT a REF. BLD6. FDN FOR 5ET BACK UNIT N 1 LENGTH REF. BLDG. FDN FOR I - I LENGTH � g q I/2° " — ~ 3' 10" — ILlilt ' O 1 2868 I I ZII «" m 4'-1" 3'-II" 2666 >8'-3 I/2" 6-4 1/2" 3'-q 1/2" 4'-2 1/2" 4'-11" o b'-1" 2' I 668 m � 3080 OPENING 2668 LL BATH 2868 2668 o L MEGH ❑ PWDR MEGH w HVAG I n 1 2668 2668 \/ r A OPT. LOWER LEVEL W/ BEDROOM BATH IN6ROUND REAR COND. SCALE 1/4"=1'-O" OPT. #10050 $ #10020 OPT. LOWER LEVEL REG. ROOM & POCKET OFFICE INGROUND REAR COND. SCALE 1/4"=1'-O' OPT. #10010 8 #10030 $ #10250 a n N T v LOWER LEVEL PLAN 0 END UNIT - IN6ROUND REAR COND SCALE 1/4"=Ib' 22 I LINE OF 1OAV DECK — WHEN GRADE ALLOWS MIN. 36" CLEARANCE ABOVE TOP OF E6RE55 WINDOW WELL - - - - LINE OF OPT DECK ABOVE P05T PER 5TRUC I I I'-6" 2'i0" 8'-0" 2'-0" 8'-b" I I 22'-0" 21 I I I I I I 2" I I d d' II UNFINISHED FOUNDATION RETURN AT 5ET BACK UNIT REF. BLD6. FDN FOR FBI 4040 I I I 0 K d Z rr O w O z_ Q ORIGINAL 155UE U DATE: 06-0q-2022 O O a REV1510N(5): K 06.2q.2022 w Q W O J m O z Q f 0 Q Lu O O z ww K n J vJ w w W w —1 Q Lu N W Ll z Z_ Q Q 5HEET # I mq� SLOPE AWAY FROM I L-------------------------I HOUSE L— — — — — — — — — — — — — — — — — — — — — — — — — CANT. R106E VENT 4'-0" FROM SIDES, 6:12 SLOPE FIBERGLA55 ROOF SHINGLES, TYP b" FASCIA., TYP. b" CORNER BD., HORIZONTAL 5I[ v m N PROVIDE 36" SAFETY RAIL IF m DECK 15 NO — SELECTED s v N LINE OF OPT. 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OF 2) 0 o --z SLAB LOWER LEVEL SLAB FINISHED GRADE SLOPE AWAY FROM HOUSE ELEVATION "A" W FT 5c va =ro" OPT. #10900 SEAL: i a z_ O w 0 i z Q ORIGINAL ISSUE u DATE: 06-04 2022 0 REV151ON(5): O5.201.2O22 fy Q w a O U m O z Q f Q z a N f Q 00 i z w N Z _O IL z O O � O � 0) W z Z_ a Q 5H I n I'-10" FRM-PLol 22'-O" 1'-10" FRM-PL ol 22'-0" 21'-8" FRM-FRM 2" 21'-8" 21'-8" FRM-FRM 2" 21'-8" " I I I -------------------- - - - - - - - - - - - - - - - - - - - - --- SE AL: iUORIGINAL 155UE DATE: Ob-Oq-2022 z�N_QOUaza zJNOO�O OL LL WZ 5 O a 5 WDW. HD 0 SURFER. c r 9 91 WDW. HDR. HE ---------------- `--------------- I 5UBFLR. ---------------� WDW. HDR. -------------� ` HE Ll 9 SURFER. 12 --- WDW. HDR. Ll --v SLAB OPT. #IOg00 E #10150 c a a e c E CONT. RI06E VENT 4b" FR01 FIBER6LA'. 5HIN6LE5, I.V. rLt%I 5AFETY R 10" GOLUMI b" FA5GIA HABITABL T.O. FLATI b" GORNEF BOARD $ 51DIN6 — 10" BAND E UPPER LE T.O. FLATI 5TONE VD PROD. 5PE 4" TRIM 5U a r 5TANDIN6 METAL RO MAIN LEVE T.O. PLATE FYPON BK 20X24X5 OR EQ. (n a INTERIOR C TO BE BOI 51DIN6 PU GEILIN6 LOWER LE SLOPE AWAY FROM HOU5E II A II OPT. #10100 E #10550 NOT AVAILABLE WITH ELEVATION S' SEAL: H K Q d z_ K O w O z Q OR16INAL 155UE U DATE: 06-0q-2022 0 K N z O OL z O O � O � U J N W Q z Z_ Q C� Q 51 I M* , w K O w LU J 0 z Q f 0 Q LU f O Q oO z z w n GONT. RIDGE VENT 4'-O" FROM SIDES, 5:12 SLOPE &:12 SLOPE 3 12 FIBER61-A55 ROOF 5HIN61-E5, TYP WDW. HDR ® ® \ 12 SAFETY RAIL, MIN. 12 Na 36" A.F.F. 8 0 10" COLUMN, TYP.Ll Ll us b" FASCIA., TYP. 5UBFLR. L - - - - - - - - - - - - 6" FASCIA., TYP. T.O. PLATE T.O. PLATE WDW. HD 6" CORNER BD., TYP. b" CORNER BD., ttP. HORIZONTAL 510IN HORIZONTAL SIDING Lli Ll F --------------- 'v m 10" BAND BOARD m n n UPPER LEVEL SUBFLR 5UBFLR. UPPER LEVEL SUBFLR T.O. PLATE T.O. PLATE ---� WDW. HD ------------ `-- -- STONE VENEER PER PROD. 5PE05. W/ GAP PROVIDE 56" SAFETY RAIL IF 4' TRIM SURROUND DECK 15 o SELECTED r z STANDING SEAM n LINE OF OPT. DEC METAL ROOF n MAIN LEVEL 5UBFLR 5U5FLR 12 MAIN LEVEL 5UBFLR --------- - ___ T.O. PLATE 4 r 12 T.O. PLATE ______ram r-rT______ WDW. HDRik.•' __z D --z FYPON BKT 2OX24X5 --z OR EO. (TYP. OF 2) —LLNILE�j +H LLLOWER LEVEL SLAB 5 LOWER LEVEL SLAB FINISHED GRADE FINISHED GRADE SLOPE AWAY FROM SLOPE AWAY FROM HOUSE �-----------------------------� �----------------------------------------------------� HOUSE REAR ELEVA710N W OFT. LQF7 4 REAR TERRACE 1 51DE )_ )=VATION "A" N1 LOF7 8 REAR TERRACE SCALE 1/4'=1'-0" OPT. #10900 4 #10940 SCALE 1/4'4-0• OPT. #10900 4 #10940 SEAL: K d z_ K O w O z Q ORIGINAL 155UE U DATE: 06-0q-2022 0 K N z O OL z O o � LL- O U J N W Ll z Z_ Q Q 514 w K O w LU 0 0 10 O z Q f 0 Q LU f O pO z z w n ELD�TRI( AL LEGEND LIGHT FIXTURES WALL FIXTURE ® FLUORESCENT GEILIN6 FIXTURE GEILIN6 MOUNTED HAN61N6 FIXTURE HANGIN6 CLU5TER FLOOD LIGHTS EXTERIOR LIGHT FIXTURE K KEYLESS LIGHT FIXTURE © PENDANT LIGHTS PULL CHAIN LIGHT FIXTURE ® RECESSED EYEBALL FIXTURE R RECESSED INGANDE50ENT LIGHT 0 5TRIP LIGHTING X ( SURFACE MOUNTED GEILIN6 FIXTURE UG UNDER(OUTNER LI6HTING 3R PP WATERPROOF RECE-55ED INCANDESCENT LIGHT © FAN/LI6HT COMBO SURFACE MOUNTED LED GEILIN6 FIXTURE OUTLETS / SWITCHES GFGI OUTLET 0 OUTLET 0240V 240 VOLT LEG SWITCH 3 WAY 5WITGH a 4 WAY 5WITGH SWITCHED OUTLET WATERPROOF GFGIOUTLET MI5C. ® DISCONNECT I v ELECTRONIC ENCLOSURE GD GARBAGE D15P05AL MULTI -MEDIA 5� 5MOKE DETECTOR (WALL MOUNTED) 5MOKE DETECTOR/CARBON MONOXIDE DETECTOR COMBO UNIT (WALL MOUNTED) l< TELEPHONE JACK nT THERMOSTAT LJ DOOR CHIME H05E BIBS O VENTILATION FAN ALL SMOKE DETECTOR5 AND SMOKE DETECTOR/ CARBON MONOXIDE OOM605 TO BE INTERCONNECTED NOTES: I. PROVIDE CARBON MONOXIDE ALARM. 2. ADD A BLANK GPI FOR FAN LIGHT GOMB05 IN NET AREAS. OPT. PATIO OMIT LIGHT AND DUPLEX ATIN6ROUND REAR \ HP 6FI � 7ot i yr yy I/ POCKET LD = ICE HEI6HTWE5K REG ROOM j /j� � T � II I -- / — — 5HU`OFF PT. PWDR 0i r MECH — — — I 5TD. KEYLE55 AP 6FI SCALE I I I I OPT. PATIO I OMIT L16HT AND DUPLEX ATIN6ROUND REAR WP 6FI HE / I / BEDROOM 4 \ / OAN R.I. s LL BATH MEOH \ / K CAH --- 'IU r o ' --- i w6FI ICE 3 W R A PAN - OPT. REG. ROOM $ POWDER SCALE va•=ro. LOIAER LEVEL ELECTRICAL PLAN - IN6ROUND REAR COND. OPT. PATIO OMIT L16HT AND I DUPLEX AT IN&ROUND LZ REAR tBNB� W 6FI yHB \ I \\\ UNFINI5HED \ I \ \ 1 SHUTOFF I I I ) I � ---- HVAG ---- / c WP 6FI O LIGH /I ;EOVE GARAGE Li I I --- -------- FOYER \ I GEILIN6 MOUNTED \ I OUTLET FOR OPT. GARAGE DOOR OPENER,TYP VESTIBULE - WP6FI I I K d 0 W 0 z Q OR16INAL I55UE U DATE: 06-0q-2022 O K z LIA -AQ U O Lu W O U J N W w A z Q a 5HEET # E w K O w 0 J m 0 z Q f 0 Q Lu f 0 0 z W n m O N N 0 l m ELD�TRI( AL LEGEND LIGHT FIXTURES WALL FIXTURE ® FLUORESCENT CEILING FIXTURE CEILING MOUNTED HANGING FIXTURE HANGIN6 CLUSTER FLOOD LI&HT5 E EXTERIOR LIGHT FIXTURE K KEYLESS LIGHT FIXTURE © PENDANT LIGHT5 PULL CHAIN LIGHT FIXTURE ® RECESSED EYEBALL FIXTURE R RECESSED INGANDE50ENT LIGHT 0 5TRIP LIGHTING SURFACE MOUNTED GEILIN6 FIXTURE UG UNDER(OUTNER LI6HTIN6 3R WP WATERPROOF RECE-55ED INCANDESCENT LIGHT © FAWLIGHT COMBO SURFACE MOUNTED LED GEILIN6 FIXTURE OUTLETS / SWITCHES GFGI OUTLET 0 OUTLET 0240V 240 VOLT LEG SWITCH 3 WAY 5WITGH a 4 WAY 5WITGH 5WITGHED OUTLET WATERPROOF GFGI OUTLET MI5C. ® DISCONNECT I v ELECTRONIC ENCLOSURE GD GARBAGE DI5P05AL ❑� MULTI -MEDIA 5� 5MOKE DETECTOR (WALL MOUNTED) 5MOKE DETECTOR/CARBON MONOXIDE DETECTOR COMBO UNIT (WALL MOUNTED) l< TELEPHONE JACK nT THERMOSTAT LJ DOOR CHIME HB t H05E 5I135 O VENTILATION FAN ALL SMOKE DETEGTOR5 AND SMOKE DETECTOR/ CARBON MONOXIDE GOM605 TO BE INTERCONNECTED NOTES: I. PROVIDE CARBON MONOXIDE ALARM. 2. ADD A BLANK GFI FOR FAN LIGHT GOMB05 IN NET AREAS. F I I I I I I I I I I SEAL: K Q d O w O z Q ORIGINAL I55UE U DATE: 06-0q-2022 O K REVI510N(5): K 06.2q.2022 w Q w 0 J m O } f z z Q Lu w 0 0 z z w n � -1 wQ fl- U z O � � fr �r v V Z J WLu Q 0 z_ Q Q SHEET # 2A ELECTRICAL LEGEND LIGHT FIXTURES MALL FIXTURE ® FLUORESCENT CEILIN6 FIXTURE CEILING MOUNTED HANGING FIXTURE HANGING CLUSTER FLOOD L16HT5 E EXTERIOR LIGHT FIXTURE KEYLE55 LIGHT FIXTURE © PENDANT LI6HT5 PULL CHAIN LIGHT FIXTURE ® RECE55ED EYEBALL FIXTURE �C RECE55ED INCANDE50ENT LIGHT o STRIP LIGHTING 5 SURFACE MOUNTED CEILING FIXTURE O UNDERCOUTNER LIGHTING *4P WATERPROOF RECE55ED INCANDESCENT LI6HT 04 FAN/LIGHT COMBO 3g SURFACE MOUNTED LED CEILING FIXTURE OUTLETS / 5WITGME5 6FCI OUTLET OUTLET f240V 240 VOLT LE5 5WITGH 5 WAY 5WITGH a 4 WAY 5WITGH f 5WITGHED OUTLET WATERPROOF GFGI OUTLET M15G. ® DISCONNECT 1<0 ELECTRONIC ENCL09JRE 6D GARBAGE DISPOSAL 0 MULTI -MEDIA 5� SMOKE DETECTOR (WALL MOUNTED) SMOKE DETECTOR/CARBON MONOXIDE DETECTOR COMBO UNIT (WALL MOUNTED) 1< TELEPHONE JACK M THERMOSTAT n DOOR CHIME #HB I HOSE BIBB Q VENTILATION FAN ALL SMOKE DETEGTOR5 AND SMOKE DETEGTOR/ GARBON MONOXIDE GOM505 TO BE INTERGONNEGTED NOTES: I. PROVIDE CARBON MONOXIDE ALARM. 2. ADD A BLANK GPI FOR FAN LIGHT GOMB05 IN NET AREAS. GI-ILVrI LCVCL CLOG IKIGhtL rLtNN IIAR RRA II II 3 ALE* 1/4 I I OPT. LOFT LEVEL ELECTRICAL PLAN 1I---------------------------- II II I I I I I I I I I I II II I I � I I K I I I II II I I I I I I I I I I II II II II SEAL: H a z O w 0 x i z Q ORIGINAL ISSUE u DATE: 06-04 2022 p REV1510N(5): 05.201.2022 fy Q w a O U m O } i 0 z Q N W 0 0 z W v wz LA w o I a o N t— W OL Q o z Z_ Q Q 51-I 5A n STANDARDS AND CODES A. DESIGN BUILDING CODE: VRC/VUSBC 2018 B. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE FOLLOWING: 1. CONCRETE: ACI-301, ACI-318 , ACI-332 AND ACI-302. 2. MASONRY: ACI-530/ASCE-5, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"; ACI-530.1/ASCE-6, "SPECIFICATIONS FOR MASONRY STRUCTURES". 3. STRUCTURAL STEEL AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", EXCEPT CHAPTER 4.2.1, CODE OF STANDARD PRACTICE. 4. LIGHT GAUGE FRAMING: AISC "THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS'. 5. WOOD FRAMING: AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION'. C. IN ADDITION TO THE REQUIREMENTS INCLUDED IN THESE STRUCTURAL NOTES, ALL CONSTRUCTION AND MATERIALS SHALL FURTHER CONFORM TO THE APPLICABLE PROVISIONS OF LATEST EDITIONS OF THE FOLLOWING STANDARDS: 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 2. AMERICAN CONCRETE INSTITUTE (ACI) 3. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) 4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) 5. AMERICAN WELDING SOCIETY (AWS) 6. AMERICAN IRON AND STEEL INSTITUTE (AISI) 7. STEEL STRUCTURES PAINTING COUNCIL (SSPC) 8. AMERICAN WOOD COUNCIL (AWC) 9. AMERICAN WOOD PROTECTION ASSOCIATION (AWPA) 10. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7) ro r A. NO PORTION OF THE STRUCTURAL DRAWINGS CAN BE USED AS SHOP DRAWINGS. B. DETAILS, SECTION, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR CONDITIONS ELSEWHERE UNLESS OTHERWISE SHOWN OR NOTED. C. MORE STRINGENT DESIGN CRITERIA REFERENCED IN THE DETAILS, SECTIONS, AND NOTES TAKE PRECEDENCE IF CONFUCTS EXIST WITH THE GENERAL NOTES. D. CONTRACTOR SHALL REVIEW AND VERIFY ALL FIELD CONDITIONS, DIMENSIONS AND CONTRACT DOCUMENTS PRIOR TO COMMENCING WORK AND SHALL NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR OMISSIONS BEFORE PROCEEDING WITH WORK. E. THE STRUCTURAL INTEGRITY OF THE BUILDING IS DEPENDENT UPON COMPLETION OF WORK ACCORDING TO THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. THE STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. THE METHOD OF CONSTRUCTION AND SEQUENCE OF OPERATIONS IS THE SOLE RESPONSIBIUTY OF THE CONTRACTOR. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND SHORING, AS REQUIRED, TO INSURE VERTICAL AND LATERAL STABILITY OF THE ENTIRE STRUCTURE OR PORTION THEREOF DURING CONSTRUCTION. THE DESIGN PROCEDURES SHALL CONFORM TO ALL GOVERNING CODES AND SAFETY REQUIREMENTS. TEMPORARY BRACING AND SHORING SHALL BE IN CONFORMANCE NTH OSHA REGULATIONS. SUBMITALS A. THE CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE ARCHITECT, STRUCTURAL ENGINEER, AND OWNER AS REQUIRED BY THE LOCAL JURISDICTION. B. CONTRACTOR SHALL NOT REPRODUCE ANY PORTION OF CONTRACT DOCUMENTS IN THE SHOP DRAWINGS. C. ALL SUBMITTALS SHALL CONTAIN A STATEMENT OF COMPLIANCE OR NON-COMPLIANCE WTH THE CONTRACT DOCUMENTS. SUBMITTALS WTHOUT THIS STATEMENT MAY BE RETURNED FOR RESUBMITTAL. D. SUBMITTALS REQUIRING A REGISTERED PROFESSIONAL ENGINEERS SEAL OR REQUIRING SUPERVISION BY A REGISTERED PROFESSIONAL ENGINEER: THE ENGINEER SHALL HAVE A CURRENT REGISTRATION IN THE STATE IN MICH THE PROJECT IS LOCATED. E. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS SHOW) ON THESE DRAWINGS WTH THE DRAWINGS OF THE ARCHITECT AND OTHER TRADES PRIOR TO THE SUBMISSION OF SHOP DRAWINGS AND CONSTRUCTION. DESIGN CRITERIA A. THESE NOTES/SPECIFICATIONS TAKE PRECEDENCE IF CONFLICTS EXIST WITH PROJECT SPECIFICATIONS OR ARCHITECTURAL NOTES. B. RISK CATEGORY = II C. ROOF LOADS 1. GROUND SNOW LOAD, Pg = 20 PSF 2. DEAD LOAD 2.1. PITCHED ROOF = 17 PSF 2.2. FLAT ROOF = 20 PSF 3. SNOW DRIFT & SLIDING SURCHARGE PER CODE REQUIREMENTS 4. ROOF TERRACE - SEE FLOOR LOADS FOR UVE (CONCURRENT WITH SNOW) & DEAD LOADS. D. FLOOR LOADS (PSF) DEAD LOAD UVE LOAD TOTAL LOAD 1. UMNG AREAS = 15 40 55 I.I. CERAMIC IILE = 5 ADA - - 1.2. GYPCRETE = 10 ADDI - - 1.3. KITCHEN ISLAND = - 40 ADDI - 1.4. SOAKER TUB = - 40 ADD'L 2. SLEEPING AREAS = 15 30 45 3. UNINHABITABLE ATTIC = 10 20 50 4. HABITABLE ATTIC = 10 30 50 5. DECKS & BALCONIES = 10 40 50 6. TERRACE = 25 60 85 7. STAIRS = 10 40 50 8. GARAGE FLOOR (S.O.G.) = 50 50 100 E. WIND LOADS 1. WIND SPEED (ULTIMATE) = 115 MPH 2. WIND SPEED (ASD) = 90 MPH 3. WIND EXPOSURE = B 4. DESIGN WIND PRESSURE (ASD) = 18 PSF F. EARTHQUAKE LOADS 1. SEISMIC DESIGN CATEGORY = B G. FOUNDATION 1. FROST DEPTH = 30" MIN. OR TO LOCAL CODE. 2. ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 3. ASSUMED EQUIVALENT FLUID PRESSURE = 60 PSF/FT 4. A GEOTEHCNICAL REPORT HAS NOT BEEN PROVIDED 5. SOIL PROPERTIES DIFFERING FROM ABOVE THAT ARE NOTED IN SITE SPECIFIC GEOTECHNICAL REPORTS CONDUCTED BY A UCENSED GEOTECH OR APPROVED BY AN ON -SITE GEOTECHNICAL ENGINEER ARE ACCEPTABLE. H. DEFLECTION LIMITS UVE LOAD TOTAL LOAD 1. FLOOR JOIST/TRUSS SPAN/480 (0.5" MAX) SPAN/240 UNDER CERAMIC IILE SPAN/720 (0.3" MAX) SPAN/240 2. ROOF TRUSSES SPAN/360 SPAN/240 (1" MAX) 3. ROOF RAFTERS SPAN/240 SPAN/180 4. CEILING JOIST SPAN/360 SPAN/240 5. ROOF RIDGE BEAM SPAN/360 SPAN/120 6. UNTELS - SPAN/600 (0.3" MAX.) 7. DIFFERENTIAL DEFLECTION SHALL BE RESTRICTED ACCORDING TO THE ABOVE UMITS, NTH "SPAN" TAKEN AS TWICE THE ON -CENTER SPACING TO THE NEAREST ADJACENT MEMBER. ABBREVIATIONS H (D) = HEADER DROPPED H (B.F.) = HEADER BOTTOM FLUSH ABV = ABOVE H (T.F.) = HEADER TOP FLUSH ADDT = ADDITIONAL IN = INCHES AFF = ABOVE FINISHED FLOOR INFO = INFORMATION ALT = ALTERNATE INT = INTERIOR ARCH = ARCHITECTURAL JS = JACK STUD BEW = BOTTOM EACH WAY K = KIP(S) BM = BEAM KS = KING STUD BOTT = BOTTOM KSI = KIPS PER SQUARE INCH BRG = BEARING LB(S) = POUND(S) BSMT = BASEMENT LL = LIVE LOAD BTW = BETWEEN LLV = LONG LEG VERTICAL BP = BASE PLATE MANUF = MANUFACTURER CIP = CAST IN PLACE MAX = MAXIMUM CLG = CEILING MIN = MINIMUM CLR = CLEAR MAR = MANUFACTURER COL = COLUMN MPH = MILES PER HOUR CONC = CONCRETE NIS = NOT TO SCALE CONT = CONTINUOUS OC = ON CENTER DBL = DOUBLE OPT = OPTIONAL DIA = DIAMETER P1 = POST/COLUMN NUMBER DL = DEAD LOAD DIL = DETAIL PA = POST ABOVE = DRAWINGS PC = PLAIN CONCRETE EA = EA EACH PL - PLATE EE = EACH END PLF = POUNDS PER LINEAR FOOT EF = EACH FACE PLYWD = PLYWOOD EFP = EQUIVALENT FLUID PRESSURE PST = POUNDS PER SQUARE FOOT ELEV = ELEVATION PSI = POUNDS PER SQUARE INCH EQ = EQUAL PT = PRESERVATIVE TREATED EQV = EQUIVALENT REQ = REQUIRED ETC = ET CETERA RF = ROOF EXP = EXPANSION SBC = SOIL BEARING CAPACITY EXT = EXTERIOR SCH = SCHEDULE EW = EACH WAY SDC = SEISMIC DESIGN CATEGORY PON = FOUNDATION SECT = SECTION FLR = FLOOR SF = SQUARE FOOT FP = FIREPLACE SL = SNOW LOAD FS = FOOTING STEP SOG = SLAB ON GRADE FT = FEET SO = SQUARE FIG = FOOTING SS = STAINLESS STEEL GALV = GALVANIZED STL = STEEL GEN = GENERAL SUBFL = SUBFLOOR GEOTECH= GEOTECHNICAL SW = SHEAR WALL GT = GIRDER TRUSS T&B = TOP AND BOTTOM GYP = GYPSUM BOARD T&G = TONGUE AND GROOVE HD = HEAD TL = TOTAL LOAD HOG = HOT DIPPED GALVANIZED TO = TOP OF HDR = HEADER lYP = TYPICAL HORIZ = HORIZONTAL UNO = UNLESS NOTED OTHERWISE HT = HEIGHT VERT = VERTICAL H# = HEADER NUMBER W/ = WTH H (F) = HEADER FLUSH WI = WOOD STRUCTURAL DRAWINGS INDEX Pr HY Project Number: 22-262 Project Location: SH IET NO. SIHEF TITLE S-001 COVERSHEET S-002 GENERALNOTES S-003 SCHEDULES S-100 FOUNDATION PLAN S-101 FOUNDATIONPLAN S-102 FOUNDATIONPLAN S-110 FIRST FLOOR FRAMINGPLAN S-120 SECOND FLOOR FRAMING PLAN S-130 ROOFFRAMINGPLAN S-140 PARTIALFRAMINGPLANS S-141 PARTIALFRAMINGPLANS S-142 PARTIAL FRAMINGPLANS S-143 PARTIALFRAMINGPLANS S-150 PARTIAL FRAMING PLANS S-150A PARTIAL FRAMING PLANS S-151 PARTIALFRAMINGPLANS S-151A PARTIAL FRAMING PLANS S-152 PARTIALFRAMINGPLANS S-152A PARTIAL FRAMING PLANS S-153 PARTIAL FRAMINGPLANS S-200 IFOUNDATIONDETALLS S-201 FOUNDATION DETARS S-202 FOUNDATION DETAILS S-203 FOUNDATION DETAILS S-210 FOUNDATION DETAILS S-300 FRAMINGDETATLS S-301 FRAMINGDETARS S-302 FRAMINGDETAMS S-303 FRAMINGDETATLS S-310 FRAMINGDETARS S-401 WALLBRACINGDETATLS S-410 SHEARWALLDETARS N ID N N N O Z F U W n O a w Ln ALLIANCE STRUCTURAL ENGINEERS, INC. R. TTCA E:August 12, 2022 SEAL: UI -A J x w X � O � 0 Q v J W O F 3 a z a O J z 0 ORIGINAL 155UE V DATE: 05-15-2022 REVI510N(5): IL }O F Ll W d O a W x W � Q llJ z z O z ly _ o Z o z Q W z a Z o z Q � W x SHEET # 5-00 A. GENERAL 1. SEE DESIGN CRITERIA, FOUNDATION SECTION FOR THE DESIGN SOIL PROPERTIES. 2. UN -BRACED EXCAVATIONS SHALL BE SLOPED NO GREATER THAN (2) HORIZONTAL TO (1) VERTICAL 3. WHERE QUANTIFIABLE DATA CREATED BY ACCEPTED SOIL SCIENCE METHODOLOGIES INDICATE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER QUESTIONABLE SOIL CHARACTERISTICS ARE LIKELY TO BE PRESENT, USE THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. 4. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED PRIOR TO PLACING FOUNDATION CONCRETE. 5. NO EXCAVATION SHALL BE CLOSER THAN AT LEAST A SLOPE OF TWO HORIZONTAL TO ONE VERTICAL TO THE UNDERSIDE OF ANY EXISTING OR NEW FOOTING WHHOUT THE WRITTEN AND CERTIFIED PERMISSION OF THE GEOTECHNICAL ENGINEER. 6. FOUNDATION ELEMENTS THAT ARE TO SUPPORT ALL ON BOTH SIDES SHALL BE BACKFILLED SIMULTANEOUSLY AND UNIFORMLY ON BOTH SIDES. 7. FOUNDATION ELEMENTS THAT ARE TO SUPPORT ALL ON ONE SIDE ONLY SHALL BE PROPERLY BRACED BY PERMANENT STRUCTURAL ELEMENTS PRIOR TO BACKFILUNG. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL PERMANENT BRACING IS IN PLACE. BRACING IS NOT REQUIRED FOR WALLS SUPPORTING UP TO 4'-O" OF UNBALANCED BACKFILL. 8. PROVIDE SHORING AND PROTECTION FOR EXCAVATION BANKS AS NECESSARY TO PREVENT CAVING. 9. ENGINEERED ALL SHALL BE PLACED IN 8" MAXIMUM HEIGHT LOOSE LIFTS AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS ESTABLISHED BY ASTM D-698. B. FOOTINGS 1. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL PROJECT 1'-O" INTO UNDISTURBED VIRGIN SOIL OR ENGINEERED FILL 2. DROP THE FOOTING DEPTH OR BACKFILL WITH LEAN CONCRETE AS REQUIRED TO ACHIEVE THE DESIGN SOIL BEARING VALUE. 3. DO NOT UNDERMINE FOOTINGS ONCE THEY HAVE BEEN POURED. 4. THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLE. OTHERWISE, FORMS MUST BE USED. 5. STEP FOOTINGS WITH A RATIO OF TWO HORIZONTAL TO ONE VERTICAL. CONCRETE A. GENERAL 1. CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS, Fc(PSI) SHALL BE: a. 3500 PSI - GARAGE SLABS AND OTHER HORIZONTAL SURFACES EXPOSED TO WEATHER b. 3000 PSI - FOOTINGS, FOUNDATION WALLS AND SLABS -ON -GRADE IN ENCLOSED SPACES. 2. SLUMP: a. CONCRETE MIX SHALL BE PROPORTIONED TO PROVIDE ADEQUATE WORKABILITY AND CONTROL SEGREGATION OF AGGREGATE. b. IN NO CASE SHALL SLUMP EXCEED 8 INCHES. 3. CAST -IN -PLACE CONCRETE SHALL BE READY -MIX PER ASTM C94. THE MIX SHALL BE PROPORTIONED WITH: a. PORTLAND CEMENT - ASTM C150 b. AGGREGATES - ASTM C33 WITH 0.75 INCH MAXIMUM DIAMETER c. NO CALCIUM CHLORIDE SHALL BE PERMITTED d. AIR ENTRAINMENT - ASTM C260 e. WATER REDUCING ADMIXTURE - ASTM C494 t FLYASH - ASTM C618-78 CLASS F, 20% MAXIMUM BY WEIGHT g. WATER - CLEAN AND POTABLE PER ASTM C1602 4. ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE A MINIMUM AIR ENTRAINMENT OF 6% +/- 1% PER ACI-318 4.1.1. 5. ALL GROUT SHALL BE PRE -MIXED NON -SHRINKABLE, NON-METALLIC FORMULA CONFORMING TO ASTM C827, AND SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF 3000 PSI WITHIN 24 HOURS AND 6000 PSI AT 28 DAYS. PRE -GROUTING OF BASE PLATES WILL NOT BE PERMITTED. B. PLACEMENT 1. RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DO NOT ADD WATER WITHOUT THE APPROVAL OF THE INSPECTIONS ENGINEER AND DO NOT EXCEED SLUMP LIMITATIONS. USE COLD WATER FROM THE TRUCK TANK AND REMIX TO ACHIEVE CONSISTENCY. THE REPORTS SHALL INDICATE HOW MUCH WATER WAS ADDED AT THE JOB SITE. 2. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME. 3. ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS. 4. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS. 5. REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REINFORCING IS VISIBLE. CONTACT STRUCTURAL ENGINEER FOR EVALUATION OF EXPOSED REINFORCING. 6. PROVIDE KEYED JOINTS OR DOWELS BETWEEN ALL NON -MONOLITHIC INTERSECTING CONCRETE WALLS AND AT ALL CONCRETE JOINTS. ALL KEY WAYS SHALL BE MIN. 2x4 (1.50.5"). 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORMWORK, SHORING, AND RESHORING. 8. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. 9. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CORNERS OF COLUMNS/PIERS, BEAMS, AND WALLS UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS. 10. STEP AND SLOPE ALL BALCONIES AND WALKWAYS MINIMUM 1/8' PER FOOT AWAY FROM THE BUILDING. C. REINFORCING 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615 GRADE 60 AND DETAILED, FABRICATED, AND PLACED CONFORMING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES. (ACI 315). 2. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL MESH EDGES SHALL LAP A MINIMUM OF 2 SQUARES U.N.O. IN THE GEOTECH RECOMMENDATIONS. 3. PROVIDE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON GRADE, MIN. 10-MIL POLYETHYLENE U.N.O. ON PLAN. 4. CONCRETE COVER BETWEEN FACE OF REINFORCING BAR AND FACE OF CONCRETE SHALL BE PLACED ACCORDING TO THE FOLLOWING MINIMUM DIMENSIONS UNLESS NOTED OTHERWISE. ACI 117 TOLERANCES APPLY (V MORE COVER IS OK, BUT NO LESS COVER THAN SPECIFIED): a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3 INCHES b. FORMED CONCRETE EXPOSED TO WEATHER OR EARTH WITH #6 THROUGH #18 BARS = 2 INCHES WITH #5 BARS AND SMALLER = 1 h INCHES c. FORMED CONCRETE NOT EXPOSED TO WEATHER OR EARTH BEAMS, COLUMNS, OR PIERS (TIES, PRIMARY REINFORCEMENT W/0 TIES) = 1 � INCHES SLABS OR WALLS WITH I11 AND SMALLER BARS = Y4 INCHES 5. PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS. USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACES. 6. REINFORCEMENT SPLICES SHALL BE LAP SPLICES PER ACI-318 CHAPTER 12 WITH A MINIMUM LAP OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. 7. PROVIDE CORNER BARS AT ALL WALL, BEAM, AND FOOTING INTERSECTIONS. UNLESS NOTED OTHERWISE, MATCH CONTINUOUS REINFORCING. POST INSTALLED ANCHORS 1. ALL DRILLED HOLES SHALL BE THOROUGHLY CLEANED, INSPECTED, AND IN STALLED PER THE MANUFACTURER'S INSTRUCTIONS. USE HILA "SAFE SET" OR SIMPSON "SPEED CLEAN XDS" SYSTEM OR EQ WITH HOLLOW DRILL BIT TO ENSURE PROPER INSTALLATION. 2. SPACING AND EDGE DISTANCE OF CONNECTIONS ARE CRITICAL TO ENSURE PROPER STRENGTH. FOLLOW SPECIFIED DETAILS. 3. ALL POST INSTALLED ANCHORS FOR USE IN STRUCTURAL APPLICATIONS SHOULD BE APPROVED FOR CRACKED AND UNCRACKED CONCRETE AND HAVE AN APPROVED AND CURRENT TESTING REPORT. 4. THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURER'S FIELD REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED, PRIOR TO COMMENCEMENT OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND BE MADE AVAILABLE AS REQUESTED. 5. ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS. 6. ADHESIVE ANCHORS SHALL USE ANY OF THE FOLLOWING, U.N.O. ON PLANS OR DETAILS: a. THREADED ROD FOR USE WITH ADHESIVE SHALL BE GRADE 36. b. ATTACHMENT TO CONCRETE: HILTI HY-200, RE-500 DEWALT AC200+, PURE 110+, AC100+ GOLD, PE 1000+ SIMPSON SET-XP, AT-XP c. ATTACHMENT TO FULLY GROUTED MASONRY: HILTI HY-70 DEWALT AC100+ GOLD SIMPSON ET -HP, SET-XP, AT-XP 7. CONCRETE SCREW TYPE ANCHORS SHALL USE ANY OF THE FOLLOWING (U.N.O.): SIMPSON TITEN HD HILTI KWIK HUS-EZ DEWALT SCREW BOLT+ A. GENERAL 1. ALL PIPE SHALL BE ASTM A53, STANDARD WEIGHT. (Fy = 35 KSI) 2. ALL HOLLOW STRUCTURAL SECTION (HSS) SHALL BE ASTM A500 (Fy = 46 KSI WITH RECTANGULAR OR SQUARE HSS, Fy = 42 KSI WITH ROUND HSS) 3. ALL W- SHAPE STEEL SHALL BE ASTM A992 (Fy = 50 KSI) 4. ALL C- CHANNEL & ANGLE STEEL SHALL BE ASTM A36 (Fy-- 36 KSI) 5. NON -SHRINK GROUT FOR STEEL BEARING SHALL BE: NONMETALLIC SHRINKAGE -RESISTANT GROUT, PREMIXED, NONMETALLIC, NON -CORROSIVE, NON -STAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING AGENTS, COMPLYING WITH CE-CRD-C621. 6. SIZE AND USE OF HOLES: SEE AISC TABLE J3.1 UNLESS NOTED OTHERWISE. a. LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 3/80. HARDENED WASHERS, TO COVER THE LARGER HOLE SHALL BE PROVIDED. b. LARGER HOLES ARE NOT PERMITTED IN WIND FRAME COLUMN BASE PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/16". PLATE WASHERS WELDED TO THE BASE PLATE MAY BE USED. c. SLOTTED HOLES: A PLATE WASHERS OR A CONTINUOUS BAR WITH STANDARD HOLES, HAVING A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION, AND A MIN. OF 5/16" THICK SHALL BE PROVIDED. TACK WELD NUT TO BOLT AFTER ERECTION. 7. PAINTING: ONE COAT OF SHOP PAINT SHALL BE APPLIED TO ALL STRUCTURAL STEEL WITH THE EXCEPTION OF AREAS TO BE WELDED, AND STEEL BELOW GRADE VMICH SHALL BE HOT DIP GALVANIZED. 8. ALL BEAM WEB CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE TYPE UNLESS DETAILED OTHERWISE. FOR DESIGN OF STANDARD CONNECTIONS USE THE LARGER OF EITHER THE SHEAR SHOWN ON THE DRAWINGS, (INDICATED AS "V=K" AT THE MEMBER ENDS), OR 55% OF THE TOTAL LOAD CAPACITY DERIVED FROM THE UNIFORM LOAD CONSTANTS TABLES, LATEST EDITION OF THE AISC CODE. ALLOWABLE STRESS REDUCTIONS MUST BE TAKEN WITH THE USE OF LONG SLOTTED HOLES. 9. PROVIDE A MINIMUM BEARING LENGTH OF 4' FOR ALL BEAMS SUPPORTED ON MASONRY/CONCRETE. 10. ALL STEEL COLUMNS MUST BE DIRECTLY SUPPORTED BY A STEEL BEAM OR CONTINUED/SPLICED TO A CONCRETE FOUNDATION WALL OR CONCRETE FOOTING UNLESS NOTED OTHERWISE ON PLAN 11. PENETRATIONS THROUGH STEEL BEAMS SHALL BE ONLY PROVIDED AS DETAILED ON THE DRAWINGS. ALL SUCH OPENINGS SHALL BE MACHINE CUT IN THE SHOP. 12. NO SPLICES OR PENETRATIONS SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON STEEL SHOP DRAWINGS APPROVED BY A LICENSED ENGINEER. ANY SUCH SPLICES SHALL BE DESIGNED IN ACCORDANCE 'NTH THE AISC "STRUCTURAL STEEL DETAILING" MANUAL 13. ADJUSTABLE STEEL COLUMNS SHALL HAVE THE THREADS DISABLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. B. BOLTS 1. ANCHOR BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE 2. HIGH STRENGTH BOLTS SHALL BE ASTM A325, UNLESS NOTED OTHERWISE. 3, BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. USE BEARING TYPE BOLTS WITH THREAD ALLOWED ACROSS THE SHEAR PLANE. 4. ALL BEAM WEB CONNECTIONS SHALL BE DESIGNED TO CARRY BEAM REACTION AS NOTED AND SHALL HAVE NO FEWER Y4*0 BOLTS THAN SHOWN BELOW: a. W8 OR WIO BEAMS - 2 BOLTS b. W12 BEAMS - 3 BOLTS c. W14 OR W16 BEAMS - 4 BOLTS d. W18 OR W21 BEAMS - 5 BOLTS BOLTS SHALL BE PROVIDED IN A SINGLE ROW UNLESS NOTED OTHERWISE. C. WELDING 1. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. ALL WELDING SHALL BE PERFORMED USING E70XX, LOW HYDROGEN ELECTRODES, UNLESS NOTED OTHERWISE. ELECTRODES ARE TO BE PROTECTED FROM MOISTURE. 2. ALL MISCELLANEOUS STEEL CONNECTIONS SHALL BE WELDED ALL AROUND WITH r FILLET WELD UNLESS OTHERWISE NOTED, EXCEPT FOR SLOTTED CONNECTIONS. 3. FULL PENETRATION WELDS SHALL BE MADE AGAINST A) x1" BACKER PLATE TACK WELDED IN PLACE BELOW THE WIELD. PENETRATION WELDS SHALL BE EQUIVALENT IN DEPTH AND LENGTH TO THE PARTS JOINED. 4. NO FIELD WELDING OF GALVANIZED MEMBERS IS PERMITTED. 1. BRICK VENEER WALL TO HAVE NON -CORROSIVE METAL TIES AT 24" O.C. VERTICALLY AND 16" O.C. HORIZONTALLY, AND WEEP HOLES AT 24" O.C. AT BASE FLASHING. 2. FOR WALL HEIGHTS EXCEEDING 30'-0' ABOVE FOUNDATIONS (OR A HEIGHT AS REQUIRED BY LOCAL JURISDICTION), PROVIDE ADJUSTABLE BRICK TIES ® 16" O.C. VERTICALLY & HORIZONTALLY (DW-10 BY HOHMANN & BARNARD OR EQUAL.) TIES TO BE SCREWED TO STUDS. 3. MORTAR SHALL HAVE A COMPRESSIVE STRENGTH OF 1500 PSI AT 28 DAYS AND SHALL BE TYPE S TYPICALLY, TYPE M BELOW GRADE AND IN CONTACT WITH SOIL MORTAR SHALL CONFORM TO ASTM C270 (PROPORTION OR PROPERTY SPECIFICATION). 4. PROVIDE BACKUP BRACING FOR BRICK VENEER WITH GABLE WALL/TRUSS. USE GABLE TRUSS WITH 2x4 VERTICAL WEBS 016" O.C. HORIZONTAL OR PROVIDE CONTINUOUS 2x4 LATERAL NAILER 10 24" O.C. VERTICAL (0 16" O.C. VERTICAL FOR BRICK WALLS TALLER THAN 30'-0") NAILED TO ALL MEMBERS OF THE TRUSS W/ MIN. (2) 16d NAILS, UNLESS NOTED OTHERWISE ON PLAN. 5. WHERE MASONRY VENEER IS SUPPORTED BY WOOD CONSTRUCTION THAT ADJOINS MASONRY VENEER SUPPORTED BY THE FOUNDATION, PROVIDE A FULL HEIGHT VERTICAL MOVEMENT JOINT BETWEEN THE VENEER SUPPORTED BY THE WOOD CONSTRUCTION AND THE FOUNDATION. 6. PROVIDE LINTELS OVER ALL OPENINGS NOT SHOWN TO HAVE A BEAM, LINTELS SHALL BE ACCORDING TO THE LOOSE LINTEL SCHEDULE. PRE-ENGINEERED WOOD TRUSSES A. GENERAL 1. THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF TRUSSES AS "ROOF TRUSSES" AND FLOOR TRUSSES AS "FLOOR TRUSSES". 2. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 3. WOOD TRUSS DESIGN ENGINEER MUST BE PROVIDED WITH A COPY OF THESE STRUCTURAL DOCUMENTS AND SPECIFICATIONS. 4. THE WOOD TRUSS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE INSTITUTE'S "QUALITY CONTROL INSPECTION PROGRAM" OR EQUIVALENT. B. TRUSS DESIGN 1. WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI-LATEST EDITION", PUBLISHED BY THE TRUSS PLATE INSTITUTE AND THE APPLICABLE BUILDING CODES LISTED IN THE STANDARDS AND CODES SECTION OF THESE NOTES. 2. FIRE RETARDANT WOOD SHALL NOT BE USED EXCEPT AT THE ROOF WHEN SPECIFIED BY THE ARCHITECT. 3. WOOD TRUSSES MUST BE DESIGNED BASED ON THE LISTED DESIGN CRITERIA SECTION. 4. WOOD TRUSSES SHALL BE DESIGNED WITH AT LEAST ONE PIN SUPPORT PER SPAN. 5. TRUSS MANUFACTURER TO VERIFY ROOF TRUSS SPANS, HEEL HEIGHTS, PITCHES, AND OVERHUNG AND COFFERED CEILING LOCATIONS WITH ARCHITECTURAL DRAWINGS. 6. TRUSS MANUFACTURER TO DESIGN GABLE END TRUSSES FOR THE LISTED WIND DESIGN CRITERIA. GABLE ENDWALL TRUSSES MUST TRANSFER LATERAL LOADS TO THE BRACED/SHEAR WALLS OR THE ROOF DIAPHRAGM. 7. ALL TRUSS SUPPORT HANGERS TO BE SUPPLIED AND DETERMINED BY THE TRUSS MANUFACTURER. 8. TRUSS MANUFACTURER TO DETAIL MULTI -PLY GIRDER TRUSS CONNECTION. 9. WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING INFORMATION: a. SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF THE WOOD TRUSSES. b. ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. c. ADJUSTMENTS TO ALLOWABLE VALUES. (DURATION OF LOAD FACTORS, ETC.) d. REACTIVE FORCES, THEIR LOCATIONS AND MEMBER FORCES. e. BEARING TYPE AND MINIMUM BEARING LENGTH. I DEFLECTIONS, SPAN AND REACTION. g. METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION. h. LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. i. LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. } TRUSS SPLICES MUST BE DETAILED. THIS INCLUDES "PIGGY BACK" TRUSSES. k. CONNECTION DETAILS: TRUSS TO BEARING, TRUSS TO TRUSS, TRUSS TO TRUSS GIRDER, PIGGYBACK TO TRUSS, ETC. I. BRACING: NOTE MINIMUM REQUIREMENTS BELOW. C. ERECTION AND HANDLING 1. TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. 2. HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "HIB-91", PUBLISHED BY THE TRUSS PLATE INSTITUTE. 3. STACKING OF PLYWOOD, GYPSUM SHEATHING, OR OTHER BUILDING MATERIALS ON WOOD TRUSSES IS NOT ALLOWED. 4. INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD TRUSSES IS NOT ALLOWED. TRUSS REPAIRS MUST BE COMPLETED ACCORDING TO DETAILS PROVIDED BY THE TRUSS ENGINEER. ALL TRUSS REPAIR DETAILS MUST BE SIGNED AND SEALED BY THE TRUSS ENGINEER AND SUBMITTED TO THE ARCHITECT. 5. IMPROPER OR UNAUTHORIZED FIELD ALTERATIONS OF WOOD TRUSSES IS NOT ALLOWED. PRESERVATIVE TREATED LUMBER 1. PROTECT ALL UNTREATED LUMBER FROM EXPOSURE TO WEATHER. NOTIFY ENGINEER OTHERWISE. 2. PRESERVATIVE TREATED WOOD SHALL BE IN ACCORDANCE WITH AWPA U1, SECTION 4. 3. ALL EXTERIOR WOOD MEMBERS SHALL BE PRESERVATIVE TREATED UC4A OR HIGHER. 4. ALL INTERIOR WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED TO UC2 OR HIGHER. 5. ALL HANGERS, ANCHORS, FASTENERS, AND ANY STEEL IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE OF SUITABLE MATERIAL OR HAVE SUITABLE COATING PER MANUFACTURER RECOMMENDATION. 6. CONTRACTOR TO VERIFY CORROSION RESISTANCE COMPATIBILITY OF HARDWARE AND FASTENERS IN CONTACT WITH PRESERVATIVE TREATED WOOD. ROUGH CARPENTRY A. GENERAL 1. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 3. MINIMUM GRADES, FOR DIMENSIONED LUMBER, SHALL BE AS DEFINED BY THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, AWC. ALL WOOD MEMBERS SHALL BE MANUFACTURED TO COMPLY WITH PS20 OF "AMERICAN SOFTWOOD LUMBER STANDARDS" AND SHALL HAVE 19% MAXIMUM MOISTURE CONTENT. 4. ALL ENGINEERED LUMBER SHALL CONFORM TO THE MINIMUM PRODUCT SPECIFICATIONS, INSTALLATION AND MINIMUM FASTENING REQUIREMENTS AS PROVIDED BY THE PRODUCT MANUFACTURER. 5. PROVIDE 3-1/2" INCH MINIMUM BEARING FOR STANDARD LUMBER BEAMS. B. FASTENERS & CONNECTORS 1. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG -TIE, HILTI, OR BY AN APPROVED EQUIVALENT MANUFACTURER. 2. NAIL DIMENSIONS SHALL COMPLY WITH ASTM F1667. WOOD SCREWS DIMENSIONS SHALL COMPLY WITH ANSI/ASME B18.6.1. BOLT AND LAG SCREW DIMENSIONS SHALL COMPLY WITH ANSI/ANSI 818.2.1. 2. WHERE SPECIFIED, "SDS" SCREWS REFER TO "SIMPSON STRONG DRIVE" AND SHALL CONFORM TO ESR REPORT #2236. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WOOD OR LAG SCREWS ARE NOT ACCEPTABLE REPLACEMENTS. 3. MINIMUM BENDING STRESS Fyb FOR FASTENERS SHALL BE AS FOLLOWS: a. BOLTS Fyb = 45,000 PSI b. LAG SCREWS r0 Fyb= 70,000 PSI his 0 Fyb = 60,000 PSI VO AND LARGER Fyb = 45,000 PSI c. NAILS AND WOOD SCREWS 0.099" < D < 0.142" Fyb = 100,000 PSI 0.142" < D < 0.177" Fyb = 90,000 PSI 0.177" < D < 0.236" Fyb = 80,000 PSI 0.236" < D < 0.273' Fyb = 70,000 PSI 2. THRU BOLTS SHALL BE INSTALLED AS FOLLOWS a. BOLT HOLES SHALL BE A MINIMUM OF )j; TO A MAXIMUM OF 7fe LARGER THAN THE BOLT DIAMETER. b. CAREFUL CENTERING OF HOLES IN MAIN MEMBERS AND SPLICE PLATES IS REQUIRED. TIGHT FIT REQUIRING FORCIBLE DRIVING OF BOLTS SHALL NOT BE DONE. c. A METAL PLATE OR WASHER NOT LESS THAN A STANDARD OVERSIZED CUT WASHER SHALL BE BETWEEN THE WOOD AND THE BOLT HEAD AND BETWEEN THE WOOD AND THE NUT. d. ALL BOLTS SHALL BE SNUGLY TIGHTENED. CONNECTIONS, WHICH HAVE LOOSENED DUE TO SHRINKAGE OF THE WOOD MEMBERS, SHALL BE RE -TIGHTENED. e. BOLTS SHALL BE INSTALLED SUCH THAT THE THREADED PORTIONS OF THE BOLTS ARE EXCLUDED FROM THE SHEAR PLANES. f. CARRIAGE BOLTS ARE NOT PERMITTED 2. LAG SCREWS SHALL BE INSTALLED AS FOLLOWS. a. LAG SCREWS SHALL BE INSTALLED IN PRE -DRILLED HOLES. b. THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF THE SHANK. c. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 75% FOR SOUTHERN PINE, 70 % FOR OTHER SPECIES, OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. d. THE THREADED PORTION OF THE LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. e. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. ROOF FRAMING 1. ALL ROOF SHEATHING SHALL BE APA RATED PLYWOOD/OSB C-C, C-D, OR STRUCTURAL II SHEATHING. MINIMUM NAILING PATTERN SHALL BE 8d COMMON NAILS SPACED AT 6" CENTERS AT EDGE SUPPORTS AND 12" CENTERS AT INTERMEDIATE SUPPORTS. PLYWOOD CLIPS 0 24" O.C. (SIMPSON PSCL OR EQ.) ARE REQUIRED AT PLYWOOD EDGES BETWEEN EACH FRAMING MEMBER. 2. ROOF SHEATHING THICKNESS SHALL BE A MINIMUM OR 2.1. PITCHED ROOFS - �a 2.2. FLAT ROOFS - 2.3. SLATE ROOFS - 2.4. ROOF TERRACES - SEE FLOOR SHEATHING 3. PROVIDE HURRICANE ANCHORS (HOLD DOWN CLIPS) CAPABLE TO RESIST UPLIFT LOADS SHOWN ON THE ROOF TRUSS SHOP DRAWINGS. WHERE RAFTER FRAMING IS USED PROVIDE SIMPSON H-2.5A OR EQ. HURRICANE ANCHORS OR EQUAL AT EACH BEARING POINT. 4. FRAME OVERBUILD ROOF W/ PREFABRICATED VALLEY SET ROOF TRUSSES 0 24" O.C. UNLESS NOTED OTHERWISE. 5. ALL CONNECTIONS AND BRACING MUST BE INSTALLED BEFORE SHEATHING THE ROOF. 1. ALL PLYWOOD/OSB SUB -FLOORING SHALL BE r THICK T&G APA RATED 48/24 SHEATHING OR STURD-I-FLOOR 24" O.C. RATED PLYWOOD SHALL BE GLUED AND NAILED. INSTALL 100 PERCENT GLUE -LINE AND A MINIMUM -NAILING PATTERN OF 10d COMMON NAILS SPACED AT 6' CENTERS AT EDGE SUPPORTS AND 12' CENTERS AT INTERMEDIATE SUPPORTS SHALL BE USED 2. SPACE JOISTS/TRUSSES UNDER CERAMIC TLE/MARBLE FLOOR FINISHES 0 16" O.C. MAX. 3. PROVIDE DOUBLE JOISTS OR SPECIAL TRUSS UNDER ALL WALLS/PART TONS THAT EXTEND ONE-HALF OR MORE OF THE FLOOR FRAMING SPAN, UNDER ALL KITCHEN ISLANDS, AND UNDER FREESTANDING SOAKER TUBS. 4. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL BEARING POINTS AND AT A MINIMUM OF EIGHT -FOOT O.C. ALONG JOIST AND RAFTER SPANS. 5. WHERE SINGLE -PLY LVL BEAM IS USED, SUPPORT JOISTS W/ TOP FLANGE HANGERS CAPABLE OF SUPPORTING THE JOIST REACTION. 6. FLOOR MEMBERS THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED. DO NOT PULL TRUSSES DOWN TO INTERIOR BEARINGS. WALL FRAMING 1. ALL WOOD TOP PLATE SPLICES SHALL BE STAGGERED 4'-0" MINIMUM. 2. ALL BEARING WALLS, POSTS, JACKS, AND MULTIPLE STUDS SHALL BE RUN CONTINUOUSLY TO SOLID BEARING ON FOUNDATION WALLS OR BEAMS. PROVIDE SOLID BLOCKING AT FLOOR DIAPHRAGM TO CONTINUE POST ABOVE AND BELOW. BLOCKING TO MATCH SIZE ABOVE, TYPICAL 3. ALL STEEL COLUMNS MUST BE DIRECTLY SUPPORTED BY A STEEL BEAM OR CONTINUED/SPLICED TO A CONCRETE FOUNDATION WALL OR CONCRETE FOOTING UNLESS NOTED OTHERWISE ON PLAN. 4. ALL WINDOW HEADERS TO BE (2)2x12 W/ (2)JACKS & (2)STUDS 0 EACH END UNLESS NOTED OTHERWISE ON PLAN. 5. PROVIDE (2)2x POST AT EACH END OF MULTI -PLY FLOOR MEMBERS, UNLESS NOTED OTHERWISE ON PLAN. 6. STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS WITH TRIPLE STUDS AT CORNERS. UNLESS NOTED OTHERWISE ON PLANS AND OR DETAILS. 7. BALLOON FRAME ALL GABLE END WALLS TO UNDER SIDE OF CEILING. 8. ALL EXTERIOR WALL SHEATHING SHALL BE �6" APA RATED OSB/PLYWOOD SHEATHING NAILED W/ 8d NAILS 0 6" O.C. AT PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE ON PLANS, SCHEDULES, AND DETAILS. 9. PROVIDE CONTINUOUS SHEATHING ON AT LEAST ONE SIDE OF ALL BEARING STUD WALLS, INCLUDING IN THE BASEMENT OR ATTIC SPACE. 10. ALL WALL SHEATHING SHALL BE CONTINUOUS BETWEEN TOP PLATES AND BOTTOM PLATE OF WALL ABOVE. 11. WHERE WALL SHEATHING IS REQUIRED TO HAVE BLOCKED PANEL EDGES, COORDINATE MID -HEIGHT BLOCKING LOCATION WITH SHEATHING SPLICING. WOOD PROPERTIES A. THE DESIGN LOADS FOR THE CROSS SECTION AREA OF WOOD STUDS IN ARE RATED ASSEMBLIES DOES NOT EXCEED THE MAXIMUM ALLOWABLE STRESS OF 385 PSI. THIS IS IN ACCORDANCE WITH THE UL ARE RESISTANCE DIRECTORY. B. THE FOLLOWING SPECIES AND MINIMUM GRADES SHALL APPLY FOR ALL WOOD FRAMING: 1. ALL JOISTS, HEADERS, AND TRIMMERS SHALL BE MINIMUM HEM -FIR p2 GRADE (HF#2). 2. ALL BEARING & BRACED/SHEAR WALL STUDS SHALL BE MINIMUM SPRUCE -PINE -FIR (NORTH PRODUCT) #2 GRADE (SPF#2). 3. ALL BEARING & BRACED/SHEAR WALL TOP AND BOTTOM (SILL) PLATES SHALL BE NON-P.T. SOUTHERN PINE GRADE (SP#1) FOR 2x4 AND SOUTHERN PINE #2 GRADE (SP#2) FOR 26. 4. ALL LUMBER USED IN DECKS AND BALCONIES, EXPOSED TO WEATHER, OR OTHERWISE REQUIRED TO BE TREATED SHALL BE SOUTHERN PINE #2 (SP#2). 5. ALL 5x5 & LARGER POSTS SHALL BE PRESERVATIVE TREATED SOUTHERN PINE /2 GRADE (SP #2). C. THE FOLLOWING MINIMUM REFERENCE DESIGN PROPERTIES SHALL APPLY FOR ALL WOOD FRAMING: 1. HEM -FIR #2 GRADE (HF#2) TO HAVE THE FOLLOWING REFERENCE DESIGN VALUES UNLESS NOTED OTHERWISE: Fb = 850 PSI Fc PERP. = 405 PSI Fv = 150 PSI E = 1,300,000 PSI 2. SPRUCE PINE FIR (NORTH PRODUCT) #2 GRADE (SPF#2) TO HAVE THE FOLLOWING REFERENCE DESIGN VALUES UNLESS NOTED OTHERWISE: Fb = 875 PSI Fc PAR. = 1150 PSI E = 1,400,000 PSI 3. NON-P.T. SOUTHERN PINE #1 GRADE (SPF) FOR 2x4 AND /2 GRADE (SP#2) FOR 2z6 TO HAVE THE FOLLOWING REFERENCE DESIGN VALUES UNLESS NOTED OTHERWISE (REVISED PER 2013 SPIB SUPPLEMENT #13): 20 STUDS (SPg1) 2z6 STUDS (SP#2) Fb = 1500 PSI 1000 PSI Fv = 175 PSI 175 PSI Fc PERP. = 565 PSI 565 PSI E = 1,600,000 PSI 1,400,000 PSI 4. PRESERVATIVE TREATED SOUTHERN PINE #2 (SP#2) LUMBER SHALL HAVE THE FOLLOWING MINIMUM DESIGN VALUES (REVISED PER 2013 SPIB SUPPLEMENT j13): 2x6 2x8 2x10 2x12 Fb = 1000 PSI 925 PSI 800 PSI 750 PSI Fv = 175 PSI 175 PSI 175 PSI 175 PSI Fc PERP. = 565 PSI 565 PSI 565 PSI 565 PSI E = 1,400,000 PSI 1,400,000 PSI 1,400,000 PSI 1,400,000 PSI 5. PRESERVATIVE TREATED SOUTHERN PINE #2 (SP#2) 5x5 & LARGER POSTS TO HAVE THE FOLLOWING REFERENCE DESIGN VALUES UNLESS NOTED OTHERWISE (WET SERVICE CONDITIONS): Fb = 850 PSI Fc PERP. = 375 PSI Fc PAR. = 525 PSI E = 1,200,000 PSI 6. LAMINATED VENEER LUMBER (LVL) SHALL BE 1-r WIDE, OF THE DEPTH SPECIFIED ON THE PLANS, AND SHALL BE SECURED TOGETHER AS DIRECTED BY THE MANUFACTURER. LVL'S SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUE: (100% LOAD DURATION) Fb = 2600 PSI (FOR 12" DEPTH) Fc PERP = 750 PSI Fv = 285 PSI E = 2,000,000 PSI 7. LAMINATED STRAND LUMBER (LSL) SHALL BE 3-)r WIDE OF THE DEPTH SPECIFIED ON THE PLANS. LSL'S SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUE: (100% LOAD DURATION) Fb = 2325 PSI (FOR 12" DEPTH) Fc PERP = 800 PSI Fv = 310 PSI E = 1,550,000 PSI ALL MEMBERS 7 r AND LESS IN DEPTH ARE RESTRICTED TO MAXIMUM DEFLECTION OFs. PLANK ORIENTATION IS NOT ALLOWED. 8. WOLMANIZED PARALLEL STRAND LUMBER (PSL) HEADERS AND BEAMS SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUE; (100% LOAD DURATION) DRY CONDITION EXPOSED TO WEATHER (SERVICE LEVEL 1) (SERVICE LEVEL 2) " G = 103,750 PSI 91,250 PSI " E = 1,660,000 PSI 1460,000 PSI Fb = 2117 PSI 1827 PSI (FOR 12" DEPTH) Fc PERP. = 533 PSI 368 PSF Fc PAR. = 2,030 PSI 1,508 PSI Fv = 241 PSI 197 PSI C = 1.2 1.6 9. 2.0E PARALLEL STRAND LUMBER (PSL) HEADERS AND BEAMS SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUE; (100% LOAD DURATION) Fb = 2,900 PSI (FOR 12" DEPTH) Fc PERP. = 750 PSI " Fv = 290 PSI " E = 2,000,000 PSI 10. 1.8E PARALLEL STRAND LUMBER (PSL) COLUMNS SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE DESIGN VALUE. (100% LOAD DURATION) Fb = 2,400 PSI (FOR 12" DEPTH) Fc PAR. = 2,500 PSI E = 1,800,000 PSI 1. ANTHONY POWER PRESERVED GLULAM (PPG) BY ANTHONY FOREST PRODUCTS SHALL HAVE THE FOLLOWING MINIMUM VALUES (DRY USE CONDITION) Fb = 2400 PSI Fc PERP = 740 PSI E = 1.800,000 PSI Fv = 300 PSI 2. ANTIMONY POWER RATED GLULAM (PRG) BY ANTHONY FOREST PRODUCTS Fb = 2400 PSI Fc PERP = 740 PSI E = 1.900,000 PSI Fv = 300 PSI 3. ANTHONY POWER COLUMNS (COMBINATION 50) BY ANTHONY FOREST PRODUCTS Fby = 2,100 (3 LAMS), 2,300 PSI (4+ LAMS) Fc PAR. = 1,700 (2-3 LAMS), 2,300 PSI (4+ LAMS) E = 1,900,000 PSI 4. LUMBER TREATED WITH FIRE -RETARDING CHEMICALS (ART WOOD) HAVE BEEN REDUCED IN ALLOWABLE STRESS BY THE FOLLOWING FACTORS: Fb = 0.85 Fc PERP. = 0.9 Fc PAR. = 0.9 Fv = 0.9 E = 0.9 THE DESIGN LOADS FOR THE CROSS SECTION AREA OF WOOD STUDS IN ARE RATED ASSEMBLIES SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS OF 385 PSI, IN ACCORDANCE WITH THE UL ARE RESISTANCE DIRECTORY. N N N N 0 z b w 0 a w a ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTCAE:August 12, 2022 SEAL: Il I -A } x w X ~ 0 0 2 v Ld w O 3 a z_ a O J z 0 ORIGINAL 155UE V DATE: 05-15-2022 REVI51ON(5): 0 Ll w 0 a x � a Q 11J z z O F 0 z a _ o z_ Q z Q UA z ui a z O z Q � x SHEET # 5=002 N N N N O Lu OAww ON ALLIANCE COMMON w STRUCTURAL ENGINEERS, INC. PLOT-DAE:August 12, 2022 L9 L PLATE TO JOIST I8d COMMON N LFLOOR FRAMING I L PERPENDICULAR TO THE Lbd COMMON L O.C. SPACING OF WALL FASTENERS (2) SILL PLATE O.C. SPACING OF CONCRETE ANCHORAGE FASTENING SCHEDULE NUMBER, OR SPACING, OF FASTENERS REQUIRED PER CONNECTION NAIL LENGTHS ARE MINIMUM, NOMINAL LENGTHS, IN INCHES NAIL SHANK DIAMETERS ARE MINIMUM, NOMINAL DIAMETERS, IN INCHES CONNECNON �' 3° 3N 3' x 0.1627 z x x x x 0.148° 0.131' 0.131° 0.120' 0.120' 16d 10d COMMON SMOOTH SMOOTH SMOOTH SMOOTH TRUSS TO TOP PULE (2 EACH SIDE) 2 EACH SIDE (2 EACH SIDE 2 EACH SIDE (2 EACH SIDE) (2 EACH SIDE 2c4 RIBBON TO 1PoI$$ 4 4 4 4 5 5 STRONGBACK TO TRUSS 3 4 4 4 4 4 JOIST TO BAND JOIST 3 5 5 5 6 6 ST TO SILL OR q 3 3 3 3 4 4 LOCKING BETWEEN JOTS OR RAFTER TO TOP 3 3 3 4 4 4 PLATE IM JUST To TOP PLATE a" D.C. s' D.C. s' O.C. s" o.c. s° o.c. 4' D.C. BUILT-UP GIRDERS & BEAMS (NOTE 2) 2 ROWS FOR BEAUS < e 12' O.C. 12° O.C. 1Y O.C. 8" O.C. 8° O.C. 8° O.C12',3 ROWS fqt BEAMS > 12" WALL FRAMING TOP OF SOLE PLATE TO STUD 2 3 3 3 4 4 (END NAILED OPTION) STUD OR CRIPPLE TO TOP OR SOLE PLATE NA 4 4 4 4 4 (TOE NAILED OPTION) CAP/TOP PLATE TAPS AND INTERSECTIONS 2 3 3 3 3 3 (EACH SIDE OF LAP) SILL PLATE TO JOIST OR BLOCKING ®BRACED ANELS OR SHEAR WALL 2 NAILS 016° NAILS 016 NAILS 016'2 NAILS ®16 2 NAILS 0 16°2 NAILS 016 � SHEAR WALL O.C. O.C. O.C. O.C. O.C. O.C. SCHEDULES FOR REQiS T SWI, SW2, SW3, SWIG AND SWI1 SI HEADER SCHEDULE MARK SAWN LUMBER SIZE LSL REPLACEMENT H1 (2) 2z6 3 1 2 z4 3/8' LSL (FOR SPAN LESS THAN 4-0 31/2°z5 1/2° LSL (FOR SPAN FROM 4'-1° TO 8'-0°) H1A (3) 2z6 H2 (2) 2z8 31/2"z5 1/2° LSL (FOR SPAN LESS THAN 5-0 ) 3 1/2°z71/4' LSL (FOR SPAN FROM 5'-1° TO 10'-0') H2A (3) 2z8 H3 (2) yc10 31 2 z7 1/4' LSL FOR SPAN LESS THAN - 3 1/2°x8 5/8' LSL (FOR SPAN FROM T-1° TO 12'-0") H3A (3) 2z10 H4 (2) 2z12 HEADER SCHEDULE CONT'D. H4A (3) 2z12 MARK SAWN LUMBER Slff H5 (2) 2x10 W/ 1/2' PLYWD HSA (3) 2x10 W/ (2) 1/2' PLYWD H6 (2) 2x12 W/ 1/2' PLYWD H6A (3) 2x12 W/ (2) 1/2' PLYWD H7 (2) 1 3/4°z7 1/4' LVL H7A (3) 1 3/4°z7 1/4° LVL H8S (2) 1 3/4°z9 1/4' LVL HBSA (3) 1 3/4°z9 1/4° LVL H8 (2) 1 3/4°z9 1/2' LVL HBA (3) 1 3/4°z9 1/2° LVL H9S (2) 1 3/4°x11 1/4° LVL HOSA (3) 1 3/4°z11 1/4° LVL H9 (2) 1 3/4°x11 7/8° LVL H9A (3) 1 3/4°x11 7/8° LVL H10 (2)1 3/4'z14° LVL H10A (3) 1 3/4°z14' LVL H11 (2)1 3/4'z16° LVL H11A (3) 1 3/4°z16' LVL H12 (2)1 3/4'z18° LVL H12A (3) 1 3/4°z18' LVL H13 (1) 1 3/4' LVL + CONT. (1)1 1/8' TSB (MATCH FLOOR SYSTEM DEPTH) H14 3 1/2°z9 1/2' LSL H15 3 1/2°x11 7/B° LSL H16 31/2'x14° I.S. H17 3 1/2"z16° LSL NOTES 1. TSB = UMBER STRAND BOARD 2. ALL HEADERS SHALL BE HEM -FIR $2 OR SPF /2 U.N.O., PRESERVATIVE 1REAlllT HEADERS SHALL BE SYP �2 3. SEE GENERAL NOTES FOR MINIMUM WOOD DESIGN PROPERTIES. 4. LEGEND: HXX-XX KING STUD ALONG JACK JACK STUD UNDER HEADER HEADER SIZE SEE SCHEDULE WALL FOOTING /THICKENED SLAB SCHEDULE MARK WALL FOOLING Slff THICKENED SLAB SIZE WF-18 TS-18 16° W x 8° D 16° W x 12° D WF-24 TS-24 24° W x 8" D 24° W x 12° D WF-30 TS-30 30° W z 10° D 30° W z 12° D WF-36 TS-36 36° W z 14° D 36° W z 12° D NOTES 1. REINFORCEMENT - �4 ®12" O.C. BOT. CONT. (M WOOD POST SCHEDULE MARK Slff (2x4 WALL) SIZE (2z6 WALL) COLUMN CAP FOR BEAMS IN LINE W11H WA COLUMN CAP FOR BEAM ISOLATED FOOTING SCHEDULE MARK SOIL BEARING CAPACITY = 1500 PSF SOIL BEARING CAPACITY = 2000 PSF SOIL BEARING CAPACITY = 2500 PSF SOIL BEARING CAPACITY = 3000 PSF F-1 2'-6' z 2'-6' z 12° 2'-0' z 2'-0' z 12° 2'-0' z 2'-0° z 12' 2'-0° z 2'-0° z 12' F-2 3'-0' z 3'-0' z 12° 2'-6' z 2'-6' z 12° 2'-6° z 2'-6° z 1Y 2'-3° z 2'-3° z 12' F-3 3'-6" z 3'-6' z 12° 3'-0' x 3'-0" x 12° 2'-B° z 2'-B° z 12° 2'-6° z 2'-6° z 12" F-4 4'-0' z 4'-0' z 12° 3'-6' z 3'-6' z 12° 3'-3' z 3'-3° z 12' 3'-0° z 3'-0° z 12' F-5 4'-6" z 4'-6' z 12° 4'-0' z 4'-0" z 12° 3'-6° z 3'-6° z 12' 3'-3° z 3'-3° z 12' F-6 5'-0" z 5'-0' z 12° 4'-6' x 4'-6" x 12° 4'-0" z 4'-0° z 12' 3'-0° z 3'-B° z 12" F-7 5'-6' z 5'-6' z 12° 5'-0' z 5'-0' z 12° 4'-6° z 4'-6° z 12' 4'-0° z 4'-0° z 12' F-8 6'-0" z 6'-0' z 12° 5'-6' z 5'-6" z 12° 4'-B° z 4'-B° z 12' 4'-3° z 4'-3° z 12' F-9 6'-6" z 6'-6" z 12° 6'-0° x 6'-0 z 12" 5'-0" z 5'-0° z 12' 4'-B° x 4'-B° x 12" NOTES 1. REINFORCEMENT - #5 ®12" O.C. B.E.W. (MIN. 3 BARS) 2. ASSUMED CONCRETE COMPRESSIVE STRENGTH Q 28 DAYS, f c = 3000 PSI. 3. ASSUMED STEEL REINFORCEMENT YIELD STRENGTH, Fy = 60 KSI WALL FOOTING SCHEDULE SOIL BEARING CAPACITY = 1500 PSF SOIL BEARING CAPACITY = 2000 PSF SOIL BEARING CAPACITY = 2500 PSF SOIL BEARING CAPACITY = 3000 PSF MARK 8° WALL 10° WALL 12' WALL 8° WALL 10° WALL 12° WALL 8' WALL 10' WALL 12" WALL B° WALL 10° WALL 12° WALL NF-1 16°Wz6°D 18°Wz8'D 20°Wz8'D WF-2 18°Wz8'D 16"Wx8°D 18'Wz8°D 20°Wx8"D 16°Wz8"D 18"Wz8'D WT-3 20°Wz8'D 20"Wx8°D 16"Wx8°D 18°Wz8'D 20°Wz8"D Wf-4 24°Wz8'D 18'Wz8°D WT-5 32°Wz12°D 24'Wx8°D 18"Wz8"D WF-6 36°Wz14°D 32°Wz12°D 24"Wz8"D 18"Wx8"D NOTES 1. REINFORCEMENT - �4 ®12" O.C. BOT. CONT. (MIN. 2 BARS) 2. °W = WIDTH; 'D' = DEPTH 2. ASSUMED CONCRETE COMPRESSIVE STRENGTH ®28 DAYS, F'c = 3000 PSI. 3. ASSUMED STEEL RONFORCEMENT YIELD STRENGTH, Fy = 60 KSI 4. ASSUMED WALL WIDTH TO BE TOTAL CONCRETE WALL WIDTH AT FOOTING (INCLUSIVE OF STEM &LEDGE) WOOD SHEAR WALL SCHEDULE SHEATHING EDGES TYPE OF WA SEAL: Ili -A x W X � O � 0 Q v w O F 3 a z O w i z 0 ORIGINAL 155UE V DATE: OS-IS-2022 REVI510N(5): IL O Ll w d O a w x a Q z a z = O Is) o LJ z Q O 2 zz � K Q w S F SHEET � 5-005 NO'fPS: 1. COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND NOTIFY STRUCTURAL ENGINEER IF ANY DISCREPANCY IS FOUND. 2. PROVIDE MINIMUM FROST DEPTH FOR ALL EXTERIOR FOOTINGS AND FOOTINGS IN UNHEATED AREAS AS NOTED IN THE DESIGN CRITERIA SECTION OF SHEET S-001. 3, THE FOUNDATION SHALL MEET THE REQUIREMENTS SPECIFIED ON: 3.1. SERIES S-001 - GENERAL NOTES & SCHEDULES 3.2. SERIES S-200 - FOUNDATION DETAILS 3.3. SERIES S-210 - FOUNDATION WALL DETAILS & REINFORCEMENT 4. PROVIDE 4" CONC. SLAB W/ 6x6-W1.4xW1.4 W.W.F TYP. AT LOWEST INTERIOR LEVEL U.N.O. 5. PROVIDE SLAB CONTROL JOINT PER TYPICAL DETAILS ON SHEET S-200. 6. PROVIDE MIN. 10-MIL POLYETHYLENE VAPOR BARRIER OVER MIN. 4" CRUSHED STONE OR GRAVEL BELOW ALL SLABS, TYP. 7. LEGEND: ® INDICATES TENSION TIE - HOLD DOWN ANCHOR OR COIL STRAP OQ INDICATES TENSION TE - HOLD DOWN STRAP ANCHOR, PRE -EMBEDDED FOUNDATION PLAN @ W/ ALL SCALE: 1/4" = V-O" g7-n" 2'-6" 18'-0" 1'-6" 8' CONC. TURNDOWN W/ (2) 14 BOTT. CONT. BARS W/ OPT. PATIO r�'� , I I 18" 0 CONC. FTG. W/MIN I 30" FROST DEPTH TYP. I W/ OPT. DECK 7'-0" o 7'-0" 2'-d s W/ OPT. PATIO s-zoz 1 I 2 S-0io I S-202 S-010 S- L WF-5 — — — — — — — — I I — — — — — — — — — — — — — — — I I I I I UNFINISHED I I � I I I 4" CONC. SLAB ON GRADE W/ I I 6x6xW1.4xW1.4 W.W.F. ON 10 MIL. z POLYETHYLENE VAPOR BARRIER szol ON 4" CRUSHED STONE ON COMPACTED 1 �,S FILL OR NATURAL UNDIST. SOIL W/ S-41p L MIN. BEARING VALUE OF 1500 PSF. 2 szol I ----------, I J I I I 4-11/2" i 4'4 13'-61/2" 1 - � --- _-__- - ------------�{ � d10 WH 10 t I I --------- TS-16 1 I s-2oi I m F I I S-201 I I � _1_______ F_ I I I 4 I E- T 1----------� -I I J F GARAH F r 4" CONC. SLAB ON GRADE W/ 6x6xW1.4xW1.4 W.W.F. ON 10 MIL 3 POLYETHYLENE VAPOR BARRIER I szol ON 4" CRUSHED STONE ON COMPACTED I FILL OR NATURAL UNDIST. SOIL W/ MIN. BEARING VALUE OF 1500 PSF. L —WF-1 -- i I s-zoz II II L — — — ryr 1. - 5 — — — — — — 3 5 S-202 3 5-202 3 S-0O1 5-401 10'-0" 10'-0" 2'-0" 22'-0" END COND. ELEVATION 2 SIM W/ LOFT S-100 FOUNDATION PLAN SCALE 1/4"=1'-0" ALL ELEVATION S-100 N ID N N N O z b w n O a w Ln a ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTrAE:August 12, 2022 SEAL: I I G -A } X - w X O � O 4 v Ld W 0 F 3 a z O J z 0 ORIGINAL 155UE V DATE: 05-15-2022 REV1510N(5): 0 w L U m Q F W 0 0 O zz W w 0 w O Z Ll w o t[ a Z u z z u Z O _ � x T o w z u W z o o � Z N z Q LL Q Q p W S F SHEET # 5- 100 Nm: 1. COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND NOTIFY STRUCTURAL ENGINEER IF ANY DISCREPANCY IS FOUND. 2. PROVIDE MINIMUM FROST DEPTH FOR ALL EXTERIOR FOOTINGS AND FOOTINGS IN UNHEATED AREAS AS NOTED IN THE DESIGN CRITERIA SECTION OF SHEET S-001. 3. THE FOUNDATION SHALL MEET THE REQUIREMENTS SPECIFIED ON: 3.1. SERIES S-001 - GENERAL NOTES & SCHEDULES 3.2. SERIES S-200 - FOUNDATION DETAILS 3.3. SERIES S-210 - FOUNDATION WALL DETAILS & REINFORCEMENT 4. PROVIDE 4` CONC. SLAB W/ 6x6-W1.4xW1.4 W.W.F TYP. AT LOWEST INTERIOR LEVEL U.N.O. 5. PROVIDE SLAB CONTROL JOINT PER TYPICAL DETAILS ON SHEET S-200. 6. PROVIDE MIN. 10-MIL POLYETHYLENE VAPOR BARRIER OVER MIN. 4" CRUSHED STONE OR GRAVEL BELOW ALL SLABS, TYP. 7. LEGEND: ® INDICATES TENSION TIE - HOLD DOWN ANCHOR OR COIL STRAP INDICATES TENSION TIE - HOLD DOWN STRAP ANCHOR, PRE -EMBEDDED 1 Q, PART. FOUNDATION PLAN @ END COND. W/ REAR TERRACE SCALE: 1/4" =1'-0" S 101 N ID N N N 0 z b w 0 a w a ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTCAlE:August 12, 2022 22'-0" 22'-0" 22'-0" 2'-6" 18'-0" 1'-6" 2'-6" 18'-0" 1'-6` 2'-6" 18'-0" V-6" 8° CONC. TURNDOWN W/ (2) #4 BOTT. CONT. BARS W/ OPT. PATIO } _v� s-zoo _V+� _v+A- I 18" 0 CONC. FTG. W/MIN I 30' FROST DEPTH TYP. W/ OPT. DECK 4'- " I 7'-0" 0 7'-0" 2'-01' W/ OPT. PATIO s-zoz I 2 1 I S-202 s ato 1 L WF-5 - - - - - - - - - - - - - - - - - - - - - - - - - - F- — — 7 1 1 1 1 1 1 UNFINI5HE® I I I � I I � 4" CONC. SLAB ON GRADE W/ 6x6xW1.4xWI.4 W.W.F. ON 10 MIL. POLYETHYLENE VAPOR BARRIER ON 4" CRUSHED STONE ON COMPACTED J FlLL OR NATURAL UNDIST. SOIL W/ (- MIN. BEARING VALUE OF 1500 PSF. I I 1 4'1111 1/2" rill F- 10'-0" ml 13'-61/2" t ---------� I 1 TS-16 I 1 1 4 S-201 I 1 4 S-201 F FA GARAH 4" CONC. SLAB ON GRADE W/ 6x6xW1.4xW1.4 W.W.F. ON 10 MIL POLYETHYLENE VAPOR BARRIER ON 4" CRUSHED STONE ON COMPACTED FILL OR NATURAL UNDIST. SOIL W/ MIN. BEARING VALUE OF 1500 PSF. 22'-0" 10'-0" Mr. 2'-0" 1 10 I E_ E 8" CONC. TURNDOWN W/ (2) #4 BOTT. CONT. BARS W/ OPT. PATIO - - - - - - - -'� - - - - - r} �+ s-zoo �+A- /I+A-I 18" 0 CONC. FTG. W/MIN I 30' FROST DEPTH TYP. W/ OPT. DECK 7'-0' 0 7'-0" 2'-Or W/ OPT. PATIO s-zoz 2 , I S-zoz s ato L WF-5 - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — 1 1 1 1 UNFINISHED I I I I 4" CONIC. SLAB ON GRADE W/ 6x6xWI.4xWI.4 W.W.F. ON 10 MIL. POLYETHYLENE VAPOR BARRIER ON 4" CRUSHED STONE ON COMPACTED ALL OR NATURAL UNDIST. SOIL W/ MIN. BEARING VALUE OF 1500 PSF. I I I I II I 411/2" 4'_4° is-6 1/2' t -F------------ -- -010 WH S 10 -4�------------ - - - - - I TS-16 I I 4 I 5-201 mi I I I I I --_ --_ �ESTIEU I s-zoz � II I J L WF-5 3 saol 10'-0" co ; E. GARAGE 4" CONIC. SLAB ON GRADE W/ 6x6xW1.4xWI.4 W.W.F. ON 10 MIL. 1 POLYETHYLENE VAPOR BARRIER ON 4" CRUSHED STONE ON COMPACTED ALL OR NATURAL UNDIST. SOIL W/ MIN. BEARING VALUE OF 1500 PSF. 0 1 I I I I I III I I 22'-0" 10'-0" 2'-0" t FOUNDATION PLAN W/ LOFT PART. FOUNDATION PLAN @ FOUNDATION PLAN W/ & REAR TERRACE REAR TERRACE COND. END COND. W/ FRONT TERRACE LOFT & FRONT TERRACE COND. SCALE: 1/4" - 1'-O" 5-101 SCALE: 1/4" =1'-0" S 101 SCALE: 1/4" = 1'-0" S-101 It F 8° CONC. TURNDOWN W/ (2) #4 BOTT. CONT. BARS W/ OPT. PATIO - - - - - - - - - - - - - '� ,} -V+ s-zoo �+A- _v+A- I 18° 0 CONIC. FTG. W/MIN I 30" FROST DEPTH TYP. W/ OPT. DECK 4'- " 7'-0' 0 7'-0" 2'-d' W/ OPT. PATIO s-zoz I� WF-1 I I I I AD 1/2° 10'-0 3/4 NF I N SHE 1'-5 3/4" I I 4" CONC. SLAB ON GRADE W/ I 6x6xW1.4xW1.4 W.W.F. ON 10 MIL POLYETHYLENE VAPOR BARRIER o ON 4° CRUSHED STONE ON COMPACTED FILL OR NATURAL UNDIST. SOIL W/ MIN. BEARING VALUE OF 1500 PSF. I i J I 4-11/2' 4'-4° 13'-61/2" t 4 ------- -410 — WH — to 1 II --------- t l I I TS-16 �4 5-201 � I I II 4 I -1------- 7t E I I I I 5-201 I -T I I !1 ------ -------III � I � I F - f I 5ARAGE a I CONC. SLAB ON GRADE W/ I 6x6xW1.4xW1.4 W.W.F. ON 10 MIL. I POLYETHYLENE VAPOR BARRIER R I ON 4° CRUSHED STONE ON COMPACTED S I ALL OR NATURAL UNDIST. SOIL W/ s-zoz I I MIN. BEARING VALUE OF 1500 PSF. � - - WF_1- - I F_ Vi fill I -� -- J LH �WF-1 1 F 5- o � 5-6 7/8" S-2 02 10'-5 2'-81 ° 22'-0" FOUNDATION PLAN W/ LOFT COND. SCALE 1/4"-V-0" S 10 CQ I rn E-E SEAL: Il I -A X W X � O � 0 4 v 0 3 a z tY O J z 0 ORIGINAL 155UE V DATE: 05-15-2022 RE\/I510N(5): 0 w O U m Q F w 0 0 O z w a 0 A SHEET # ~ m N O �=101 N O N SCALE: Nam: 1. COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND NOTIFY STRUCTURAL ENGINEER IF ANY DISCREPANCY IS FOUND. 2. PROVIDE MINIMUM FROST DEPTH FOR ALL EXTERIOR FOOTINGS AND FOOTINGS IN UNHEATED AREAS AS NOTED IN THE DESIGN CRITERIA SECTION OF SHEET S-001. 3. THE FOUNDATION SHALL MEET THE REQUIREMENTS SPECIFIED ON: 3.1. SERIES S-001 - GENERAL NOTES & SCHEDULES 3.2. SERIES S-200 - FOUNDATION DETAILS 3.3. SERIES S-210 - FOUNDATION WALL DETAILS & REINFORCEMENT 4. PROVIDE 4" CONC. SLAB W/ 6x6-W1.4xW1.4 W.W.F TYP. AT LOWEST INTERIOR LEVEL U.N.O. 5. PROVIDE SLAB CONTROL JOINT PER TYPICAL DETAILS ON SHEET S-200. 6. PROVIDE MIN. 10-MIL POLYETHYLENE VAPOR BARRIER OVER MIN. 4" CRUSHED STONE OR GRAVEL BELOW ALL SLABS, TYP. 7. LEGEND: ® INDICATES TENSION TIE - HOLD DOWN ANCHOR OR COIL STRAP OQ INDICATES TENSION TE - HOLD DOWN STRAP ANCHOR, PRE -EMBEDDED PART. FOUNDATION PLAN END COND. W/ INGROUND REAR 1/4" = V-0" 22'-0" z 4 -v® s-zao i 18" 4 CONC. FTG. W/MIN 30" FROST DEPTH TYP. W/ OPT. DECK 3 -6" 8'-0" WF-3 4" CONC. SLAB ON GRADE W/ 6x6xW1.4xW1.4 W.W.F. ON 10 MIL. POLYETHYLENE VAPOR BARRIER ON 4" CRUSHED STONE ON COMPACTED FILL OR NATURAL UNDIST. SOIL W/ rn MIN. BEARING VALUE OF 1500 PSF. E 1 I I I J I II 1 OPT. PWOR . A II IN 4'-0" 10'-6" L_J L 1/2" G MEr,H PART. FOUNDATION PLAN @ INGROUND REAR & WELLED EXIT COND. W/ REC. ROOM & POWDER SCALE: 1/4" =1'-0" F,_ _— _— 5 )OR(> I I S-z0z II SIM. W/ BEDROOM & BATH SIM. W/ REC. ROOM & POCKET OFFICE 77-0" 7'-0" 3'-6" 8-0 7-0 _T s-zao _v®A-_ 18" 4 CONC. FTG. W/MIN 30" FROST DEPTH TYP. W/ OPT. DECK 0 I 9 I S-z01 WF-3 — I I I REO ROOM I I z I I I I 1 4" CONC. SLAB ON GRADE W/ 6x6xW1.4xW1.4 W.W.F. ON 10 MIL. z S-zol >-zol � POLYETHYLENE VAPOR BARRIER I ON 4" CRUSHED STONE ON COMPACTED � E- FILL OR NATURAL UNDIST. SOIL W/ V) MIN. BEARING VALUE OF 1500 PSF. I I I I E I I I I OPfi. PWOR MEOW# v PART. FOUNDATION PLAN @ INGROUND REAR COND. W/ REC. ROOM & POWDER SCALE: 1/4" =1'-0" ------------- 1 2 I 5-202 I 1 I IOY�R I I II I I LL wF-1 — J— I II 5 I -zaz 1 S-410 8,-0�� PART. FOUNDATION PLAN @ FRONT PORCH W/ INGROUND REAR COND. S-102 / SCALE: 1/4" = V-0" PART. FOUNDATION PLAN S-102 / SCALE: 1/4" = V-0" SIM. W/ BEDROOM & BATH SIM. W/ REC. ROOM & POCKET OFFICE FRONT PORCH COND. S-102 0 z G W n a w ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTDAlE:August 12, 2022 SEAL: M J_V -A } x x O J W C] F z 0 W ORIGINAL ISSUE � DATE: 05-15-202.2 Ll REV I5ION(5): xx-xx-xxxx 0 W 0 u m 0 z Q f z z Q Lu W F O z z W Lu 0 a Z < Q W � o Z = O ILIA z to z � � O z 3 0 � o Lu x H SHEET # 5-102 PART. MAIN LEVEL FRAMING PLAN @ OPT. DECK SCALE: 1/4" = 1'-O" STUD WALL SCHEDULE U.N.O. LOCATION FRONT & REAR EXTERIOR WALLS SIDE EXTERIOR WALLS INTERIOR BEARING WALLS UPPER LEVEL 20 016' O.C. 20 016' O.C. 2x4/2x6 016' O.C. MAIN LEVEL 20 016' O.C. 20 016' O.C. 2x4/2x6 016' O.C. LOWER LEVEL 2X4 016' O.C. 2-20 016' O.C. 2x4/2x6 016' O.C. NOTES: 1. ALL BEARING WALL STUDS SHALL BE SPF #2 GRADE OR BETTER. 2. ALL BEARING WALLS SHALL BE SHEATHED ON ONE SIDE MIN., INCLUDING BASEMENT AND ATTIC SPACES. 3. ALL BRACED OR SHEAR WALLS (NON -BEARING) TO BE 2x4/2x6 016' O.C. SPF /2 OR BETTER. 4. NON -BEARING, NON-BRACED/SHEAR WALL STUDS MAY BE SPACED AT 24' O.C. 5. ALL TWO STORY VOLUME WALLS TO BE (2) 2A 016' O.C. BALLOON FRAMED. Nm 1. ALL FLOOR FRAMING TO BE le PRE-ENGINEERED WOOD TRUSSES 019.2' O.C. U.N.O. 2. THE FLOOR FRAMING SHALL MEET THE REQUIREMENTS SPECIFIED ON: 2.1. SERIES S-001 - GENERAL NOTES & SCHEDULES 2.2. SERIES S-300 - FRAMING DETAILS 2.3. SERIES S-400 - WALL BRACING DETAILS 3. FLOOR LAYOUT SHOWN IS ONLY FOR GUIDANCE & SHALL NOT BE USED AS SHOP DRAWINGS. FLOOR SUPPLIER SHALL PROVIDE LAYOUT & ENSURE NOT TO OBSTRUCT PLUMBING & HVAC OPENINGS & TO VERIFY HEADROOM CLEARANCES. 4. ALL SUPPORT HANGERS TO BE PROVIDED BY FLOOR MANUFACTURER. GENERAL CONTRACTOR TO ENSURE ALL HANGERS SPECIFIED ARE INSTALLED IN THE FIELD. 5. PROTECT ALL UNTREATED LUMBER FROM EXPOSURE TO WEATHER. NOTIFY ENGINEER OTHERWISE. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. NOTIFY STRUCTURAL ENGINEER IF ANY DISCREPANCY IS FOUND. 7. LEGEND: HXX-XX KING STUD ALONG JACK JACK STUD UNDER HEADER HEADER SIZE SEE SCHEDULE Imo— INDICATES INTERIOR BEARING WALLS ® INDICATES BRACED OR SHEAR WALL INDICATES PLUMBING DRAINS O INDICATES TENSION TIE - COIL STRAP ® INDICATES TENSION TIE - HOLD DOWN ANCHOR Q INDICATES TENSION TIE - HOLD DOWN STRAP ANCHOR, PRE -EMBEDDED DESIGN CODE: IRC 2018 ULTIMATE WIND SPEED: 115 MPH WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: B 'NOTE: 1. ALL ROOF TRUSS HANGERS ARE SIMPSON TRA29 OR EQ. UNLESS NOTED OTHERWISE. 2. FOR TRUSS TO WALL/BEAM CONNECTION PROVIDE SIMPSON H2.5A OR EQ. N/A W/ AREAWAY i 1 1 r] N' '%a I x � 0 H8-22 SW-3 (FORCE -TRANSFER) iN1 1 2-SPAN CONT. H2-12 s-3o1 DESIGN TRUSS FOR 300 DESIGN TRUSSES FOR PLF DRAG LOAD FROM SHEAR WALL ABOVE ADD'L 40 PSF L.L UNDER A KITCHEN ISLAND <` Zti DL-0.6K LL-1.4K GIRDER TRUSS — — — ------- --- — — — — — — — — — --------- � 4 L r �, Q� 5-010 r z 5-010 o m r , I�J ®� ; c5 0 o � o � L �m 3 — -- J r x 1 of 1 N ®®. I Hi 0 LANDING , Ij , `f`/ 10 0 pi Q? SW-1 DESIGN TRUSS FOR 300 9 PLF DRAG LOAD FROM Z, s-3o1 z o -- -- o --- ---- - SHEAR WALL BELOW eg x < A 1 cxi m a ____________ o ___________ --- f G o m ¢ U o m G ------ GIRDER TRUSS r7 — - - - _ - •� Q - 1 -------- ~ N A• �� " '� ----------- o o ' m w 3 6A -3 GIRDER TRUSS m v'_ 3 ---_-------_ Jr'i5 U - — oz N o Q� _ - __ — GIRDER TRUSS — — — z of Li DL-0.3K Q z o W o 0 o LL-0.6K O ¢ U S J¢ O N O O N O N N x I 3 N TOP PLATE 5/S-300 - ---- ---APA-22" APA-20" APA-20" H9 H9 SW-3 (FORCE - PART. MAIN LEVEL FRAMING MAIN LEVEL FRAMING PLAN PLAN W/ END COND. 2 @ ELEVATION A SCALE: 1/4" - r-G° S 110 SCALE 1/4' =11-0.1 SIM. W/ REC. ROOM & POWDER S 110 SIM W/ REC. ROOM & POCKET OFFICE 1 N ID N N N O z F U W n O a w Ln ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTCATE:August 12, 2022 SEAL: } x W X O i 0 Q 2 v Ld W O F 3 Q a z_ a O J Z 0 ORIGINAL ISSUE V DATE: 05-15-2022 REVI510N(5): IL Ll � Ll � O a W z (X z z LL a Z QlL 0 -A x Ll w z O Z_ N z Q LL SHEET # 540 STUD WALL SCHEDULE U.N.O. LOCATION FRONT & REAR EXTERIOR WALLS SIDE EXTERIOR WALLS INTERIOR BEARING WALLS UPPER LEVEL 20 016" O.C. 20 016" O.C. 2x4/2x6 016" O.C. MAIN LEVEL 20 016" O.C. 20 016" O.C. 2x4/2x6 016" O.C. LOWER LEVEL 2X4 016" O.C. 2-20 016" O.C. 2x4/2x6 016" O.C. NOTES: 1. ALL BEARING WALL STUDS SHALL BE SPF 12 GRADE OR BETTER. 2. ALL BEARING WALLS SHALL BE SHEATHED ON ONE SIDE MIN., INCLUDING BASEMENT AND ATTIC SPACES. 3. ALL BRACED OR SHEAR WALLS (NON -BEARING) TO BE 2x4/2x6 016" O.C. SPF 12 OR BETTER. 4. NON -BEARING, NON-BRACED/SHEAR WALL STUDS MAY BE SPACED AT 24" O.C. 5. ALL TWO STORY VOLUME WALLS TO BE (2) 2x6 016" O.C. BALLOON FRAMED. NOTBB: 1. ALL FLOOR FRAMING TO BE le PRE-ENGINEERED WOOD TRUSSES 019.2" O.C. U.N.O. 2. THE FLOOR FRAMING SHALL MEET THE REQUIREMENTS SPECIFIED ON: 2.1. SERIES S-001 - GENERAL NOTES & SCHEDULES 2.2. SERIES S-300 - FRAMING DETAILS 2.3. SERIES S-400 - WALL BRACING DETAILS 3. FLOOR LAYOUT SHOWN IS ONLY FOR GUIDANCE & SHALL NOT BE USED AS SHOP DRAWNGS. FLOOR SUPPLIER SHALL PROVIDE LAYOUT & ENSURE NOT TO OBSTRUCT PLUMBING & HVAC OPENINGS & TO VERIFY HEADROOM CLEARANCES. 4. ALL SUPPORT HANGERS TO BE PROVIDED BY FLOOR MANUFACTURER. GENERAL CONTRACTOR TO ENSURE ALL HANGERS SPECIFIED ARE INSTALLED IN THE FIELD. 5. PROTECT ALL UNTREATED LUMBER FROM EXPOSURE TO WEATHER. NOTIFY ENGINEER OTHERWISE. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. NOTIFY STRUCTURAL ENGINEER IF ANY DISCREPANCY IS FOUND. 7. LEGEND: HXX-XX KING STUD ALONG JACK JACK STUD UNDER HEADER HEADER SIZE SEE SCHEDULE Lam— INDICATES INTERIOR BEARING WALLS ® INDICATES BRACED OR SHEAR WALL INDICATES PLUMBING DRAINS O INDICATES TENSION TIE - COIL STRAP ® INDICATES TENSION TIE - HOLD DOWN ANCHOR Q INDICATES TENSION TIE - HOLD DOWN STRAP ANCHOR, PRE -EMBEDDED DESIGN CODE: IRC 2018 ULTIMATE WIND SPEED: 115 MPH WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: B 'NOTE: 1. ALL ROOF TRUSS HANGERS ARE SIMPSON THA29 OR EQ. UNLESS NOTED OTHERWISE. 2. FOR TRUSS TO WALL/BEAM CONNECTION PROVIDE SIMPSON H2.5A OR EQ. W/ CMST16 o m o F m a m U i m U � O �p ~ N � O U W S E3 U W S d W N a W CNJ o H2 TOP FLUSH z O vN E2 F o ___ '� ______ o E5 F5!a Fla J J x� {y O N O � m N O i 1H PART. UPPER LEVEL FRAMING PLAN SCALE: 1/4" =1'-0" W/ END COND. S-120 CMST16 SW-2 (FORCE -TRANSFER) H8 NI 2-SPAN CONE 12-12 DESIGN TRUSS FOR 300 -76 PLF DRAG LOAD FROM SHEAR WALL BELOW DL-0.7K LL-1.91K Q� r g = = Ire Lo GlRJQER TRUSS v3i o z Illy ®� �I r I I n CJ o PLYWOOD B AM � 0 .Y — — DETAIL 4" II L li x � i RE GIRDER TR SS `--------- — o DL-0.7K LL-1.9K W L DL-0.3K LL-0.7K GIRDER TRUSS H9-43 SW-2 (FORCE -TRANSFER) CUT TOP PLATE PER 5/S-300 UPPER LEVEL FRAMING PLAN SCALE 1/4" =1'-0" ELEV. A S-120 N ID N N N O Z F U W n O a w Ln ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTrATE:August 12, 2022 SEAL: I I G --A J x X O � 0 2 v W c� G 3 a Z O J Z 0 ORIGINAL 155UE V DATE: 05-15-2022 REVI510N(5): Q -A O a W a IU a z (� IL z w O_ 0 O � W Q lL (a z O Z (� N Z Q HA u W SHEET # 5- 1 20 STUD WALL SCHEDULE U.N.O. LOCATION FRONT & REAR EXTERIOR WALLS SIDE EXTERIOR WALLS INTERIOR BEARING WALLS UPPER LEVEL 20 016' O.C. 20 016' O.C. 2x4/2x6 016' O.C. MAIN LEVEL 20 016' O.C. 20 016' O.C. 2x4/2x6 016' O.C. LOWER LEVEL 2X4 016' O.C. 2-20 016' O.C. 2x4/2x6 016' O.C. NOTES: 1. ALL BEARING WALL STUDS SHALL BE SPF #2 GRADE OR BETTER. 2. ALL BEARING WALLS SHALL BE SHEATHED ON ONE SIDE MIN., INCLUDING BASEMENT AND ATTIC SPACES. 3. ALL BRACED OR SHEAR WALLS (NON -BEARING) TO BE 2x4/2x6 016' O.C. SPF /2 OR BETTER. 4. NON -BEARING, NON-BRACED/SHEAR WALL STUDS MAY BE SPACED AT 24' O.C. 5. ALL TWO STORY VOLUME WALLS TO BE (2) 2x6 016' O.C. BALLOON FRAMED. 1. ALL ROOF FRAMING TO BE PRE-ENGINEERED WOOD ROOF TRUSSES 0 24' O.C. U.N.O. 2. THE ROOF FRAMING SHALL MEET THE REQUIREMENTS SPECIFIED ON: 2.1. SERIES S-001 - GENERAL NOTES & SCHEDULES 2.2. SERIES S-300 - FRAMING DETAILS 2.3. SERIES S-310 - ROOF FRAMING DETAILS 2.4. SERIES S-400 - WALL BRACING DETAILS 3. ROOF TRUSS LAYOUT SHOWN IS ONLY FOR GUIDANCE & SHALL NOT BE USED AS SHOP DRAWINGS. ROOF SUPPUER SHALL PROVIDE LAYOUT & ENSURE NOT TO OBSTRUCT PLUMBING & HVAC OPENINGS & TO VERIFY HEADROOM CLEARANCES. 4. ALL SUPPORT HANGERS TO BE PROVIDED BY ROOF TRUSS MANUFACTURER. GENERAL CONTRACTOR TO ENSURE ALL HANGERS SPECIFIED ARE INSTALLED IN THE FIELD. 5. PROTECT ALL UNTREATED LUMBER FROM EXPOSURE TO WEATHER. NOTIFY ENGINEER OTHERWISE. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. NOTIFY STRUCTURAL ENGINEER IF ANY DISCREPANCY IS FOUND. 7. LEGEND: HXX-XX KING STUD ALONG JACK JACK STUD UNDER HEADER HEADER SIZE SEE SCHEDULE ® INDICATES INTERIOR BEARING WALLS ® INDICATES BRACED OR SHEAR WALL INDICATES PLUMBING DRAINS O INDICATES TENSION TTE - COIL STRAP ® INDICATES TENSION TIE - HOLD DOWN ANCHOR Q INDICATES TENSION TTE - HOLD DOWN STRAP ANCHOR, PRE -EMBEDDED DESIGN CODE: IRC 2018 ULTIMATE WIND SPEED: 115 MPH WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: B 'NOTE: 1. ALL ROOF TRUSS HANGERS ARE SIMPSON THA29 OR EQ. UNLESS NOTED OTHERWISE. 2. FOR TRUSS TO WALL/BEAM CONNECTION PROVIDE SIMPSON H2.5A OR EQ. i ROOF FRAMING PLAN W/ END COND. SCALE: 1/4" - 1'-O" .j II y II �� III' II�• �3:� ,i �i • II I I I � I II I j� I I I ' �' TII jl II II II jl I I� I i ' I I� � II■ I �.� II l F I rt. IF II jl jl �I��=1.�� � ; I^ '� II j I� I�TRUSSES I� II jl •I I II III � Fl " IF DORMER � � 1' ROOF FRAMING PLAN S-130 / SCALE: 1/4" -1'-O" ELEV. A S-130 N ID N N N O Z F U W n O a w Ln ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTrAE:August 12, 2022 SEAL: Ltd -A x w X O � 0 2 v W 0 F 3 a z a 0 J 9 z 0 ORIGINAL 155UE V DATE: 05-15-2022 RE\/151ON(5): w O Ll w d z w Q = 1) a z z z W o o z 1L Q O z O Z 0 z Q w SHEET # 5- 150 DESIGN CODE: VRC/VUSBC 2018 ULTIMATE WIND SPEED: 115 MPH WIND EXPOSURE CATEGORY: B SEISMIC DESIGN CATEGORY: B NOTE: SEE MAIN FRMG. PLAN FOR INFO. NOT SHOWN. 3 III n n n n n n III III QQ' III 2ti H2-11 SW-1 (FORCE TRANSFER) PART. LOFT FLOOR FRAMING PLAN W/ FRONT TERRACE COND. (a) ELEV. C SCALE: 1/4" =1'-0" i i i H2-11 H8-31 W/ OPT. LOFT SW-1 (FORCE TRANSFER) H2-11 ::1 — 4 OVERBUILD FALSE DORMER. PROVIDE 2x4 BLOCK'G. 0 16' O.C. BETWEEN TRUSSES IF DORMER WALLS DO NOT ALIGN W/ ROOF TRUSSES TYP. Q[v PART. ROOF FRAMING PLAN @ ELEV. C SCALE: 114" = 1.-0" PART. UPPER LEVEL FRAMING PLAN SCALE: 1/4" = 1'-0" PART. ROOF FRAMING PLAN @ ELEV. B SCALE: 1/4" =1,-0., ELEV. C PART. UPPER LEVEL FRAMING PLAN a ELEV. B PART. MAIN LEVEL FRAMING PLAN @ ELEV. C SCALE: 1/4" =1'-0.1 SCALE: 1/4" =1'-0" PART. MAIN LEVEL FRAMING PLAN @ ELEV. B SCALE: 1/4" =1'-0" FA 0 z G w a w Q ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTDAlE:August 12, 2022 SEAL: 11V -A -A } x X O A J W C] O F ORIOIFIAL 155UE J DATE: 05-15-2022 0 Lu w 0. O u w m 0 z Q 0 Q Lu W F O O z z w w 0 w O R' w IL zLu 4 z w Z o z � W o z � Z 0 Zz � � � 0 N 3 0 0 Lu x H SHEET # 5-140 III n n n n n n H III `?P 2ti H2-21 n n n n n n III 3 III QP' H H III H2-21 °? SW-1 (FORCE TRANSFER) PART. LOFT FLOOR FRAMING PLAN W/ FRONT TERRACE COND. (d� ELEV. E 3 N SCALE: 1/4" =1'-0" E - H 1I II �I 2-21 2-1 2-21 W// FRONT TERRACE H8-31 W/ OPT. LOFT __________________ �2-21 W/ FRONT TERRACE SW-1 (FORCE TRANSFER) OVERBUILD FALSE DORMER. PROVIDE 2x4 BLOCK'G. ® 16" O.C. BETWEEN TRUSSES IF DORMER WALLS DO NOT ALIGN W/ ROOF TRUSSES T1P. Qv PART. ROOF FRAMING PLAN @ ELEV. E SCALE: 1/4" =1'-0" S-302 � W/CMST14 eQ,oP FH2 H10(F) W/CMST140®O1 H2-11 H2-11 s-301 �999f SW-2 (FORCE TRANSFER) PART. UPPER LEVEL FRAMING PLAN (a) ELEV. E SCALE: 1/4" =1'-0" r GIRDER TRUSS N ai I J L N w CUT TOP PLATE J —� L PER 5/5-300 0 J x�S L � �x�S H9w APA-20" H9 DESIGN CODE: VRC/VUSBC 2018 ULTIMATE WIND SPEED: 115 MPH NOTE: (FLUSH) WIND EXPOSURE CATEGORY: B SEE MAIN FRMG. PLAN s-3>rHIO DESIGN G.T FOR 900SEISMIC DESIGN CATEGORY: B FOR INFO. NOT SHOWN.POINT LOAD FROM BEAM 3 S-401 SW-3 (FORCE TRANSFER) r PART. MAIN LEVEL FRAMING PLAN a ELEV. E SCALE: 1/4" =1'-O" 3 N 3 N S-141 S-141 III u u n n n uv u u u u n II I 1 410 III QP IIIQ III �� III H2-21 SW-1 (FORCE TRANSFER) 2-SPAN CONT. H2-22 PART. LOFT FLOOR FRAMING PLAN W/ FRONT TERRACE COND. a ELEV. D SCALE: 1/4" =1'-0" PART. ROOF FRAMING PLAN @ ELEV. D SCALE: 1/4" =1'-0" PART. UPPER LEVEL FRAMING PLAN a ELEV. D SCALE: 1/4" =1'-0,. 3 UT TOP PLATE - PER 5/S-300 O,o q APA-20" H4 — — — H9 — — — — APA-22" 19 ® OPT. LOFT SW-3 (FORCE TRANSFER) s 3 5-301 3 5-401 5-401 PART. MAIN LEVEL FRAMING PLAN (a) ELEV. D SCALE: 1/4" =1'-0" 3 N 3 S-141 S-141 ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTDAlE:August 12, 2022 SEAL: 11V -A X X O -A m J W F z ORIGINAL ISSUE DATE: 05-15-2022 REVISION(S): xx-xx-xxxx 0 W 0 u m H 0 z Q f z Q W O 3 z w O W z (� z w Lu O Z = z � Q � z 0 1L o N z ~ z W 2 H SHEET # m N O 5-141 n N O N DESIGN CODE: VRC/VIISBC 2018 ULTIMATE WIND SPEED: 115 MPH NOTE: WIND EXPOSURE CATEGORY: B SEE MAIN FRMG. PLAN IS - EISMIC DESIGN CATEGORY: B FOR INFO. NOT SHOWN. III n n n n n III II II II II II IIIN III QP A Al 2-SPAN CONT. H2-22 n n n n n u III II II II II II II III III 2-SPAN CONT. H2-22 1 SW-1 (FORCE TRANSFER) PART. LOFT FLOOR FRAMING PLAN W/ FRONT TERRACE COND. @ ELEV. G SCALE: 1/4" =1'-0., S 142 1 2 SPAN CONT. H2-12 410 HID (TOP FLUSH) 0 OPT. LOFT 5-310 SW-1 FORCE TRANSFER CUT TOP PLATES PER 5/S-300 3 N PART. ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" CUT TOP PLATE PER 5/S-300 PER 5/S-300 ELEV. G VpF tick Qp H10 (FLUSH)k` Ff APA-14" H4 �r r H4 APA-14" H9 ® OPT. LOFT 7 2 -H2-121 - s-aot 2A RAFTERS W/ CJ ® 24" O.C. s-ao1 SW-3 PART. UPPER LEVEL FRAMING PLAN a ELEV. G SCALE: 1/4" =1'-T �o GIRDER TRUSS m J F�L�2 ® J L 3 CUT TOP PLA r PER 5/S-300_ N ® L? Ilr� o ,Ilr� pP J9C,�,� J I L� Lit S N °' , r A d @5- APA-20" H9 yip N� '01 r •� H9 r r1 APA-22" PROVIDE SOLID BLOCKING N PROVDE SOLID BLOCKING BETWEEN TRUSS. H10 (FLUSH) BETWEEN TRUSS. U DESIGN G.T FOR 1,100# s POINT LOAD FROM BEAM s s-aat SW-3 (FORCE 1RANSFER) s-aot PART. MAIN LEVEL FRAMING PLAN 6�D ELEV. G SCALE: 1/4" =1'-0., 3 N J J iii II II II II II II II II II II II II iii III II II II II II II II II II II II II III III P III Ille � ti� III 2-SPAN CONT, H2-22 2-SPAN CONT. H2-22 SW-1 (FORCE TRANSFER) ® 24" O.C. PART. LOFT FLOOR FRAMING PLAN W/ FRONT TERRACE COND. @ ELEV. F SCALE: 1/4" =1'-0" PLATES PER 5/S-300 6 PART. ROOF FRAMING PLAN S 142 SCALE: 1/4" = 1'-01. 7 S-142 D. ELEV. F PART. UPPER LEVEL FRAMING PLAN a ELEV. F SCALE: 1/4" =1.41 PART. MAIN LEVEL FRAMING PLAN @ ELEV. F SCALE: 1/4" =1'-0" 4 0 z b w a w Q ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTDAlE:August 12, 2022 SEAL: 11V --A --A } x X O --A J W C) O F z_ 0 ORIGINAL ISSUE DATE: 05-15-2022 1 0 REVISION(S): xx-xx-xxxx 0 w O u m 0 z Q f 0 Q W 0 O O z z w w 0 }O F a Z o d � (�Lu x H z_ a z d = O LL w a d � � � N Z_ z � 3 0 0 w SHEET # m N O 5-142 n N O N DESIGN CODE: VRC/VUSBC 2018 ULTIMATE WIND SPEED: 115 MPH NOTE: WIND EXPOSURE CATEGORY: B SEE MAIN FRMG. PLAN SEISMIC DESIGN CATEGORY: B FOR INFO. NOT SHOWN. III .. .. .. .. .. ,,, II II II II II "' II II II II II N III III QQ' 2-SPAN CONT. H2-22 II II II II II II II ��� II II II II II II II III III QQ" 2-SPAN CONT. H2-22 SW-1 (FORCE 1RANSFER) PART. LOFT FLOOR FRAMING PLAN W/ FRONT TERRACE COND. @ ELEV. H SCALE: 1/4" = r-o° S 143 VVI VI ILIILJ ILI\J/J VVV PART. ROOF FRAMING PLAN SCALE: 1/4" = V-0'I ELEV. H PART. UPPER LEVEL FRAMING PLAN @ ELEV. H SCALE: 1/4" = r-o° S 143 PART. MAIN LEVEL FRAMING PLAN @ ELEV. H SCALE: 1/4" = r-0., S 143 0 z G w a w a ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTDAlE:August 12, 2022 SEAL: 11V _-A } X X O lm V J W O F ORI51NAL 155UE J DATE: 05-15-2022 0 Lu w 0. O u w m 0 a f 0 z Q Lu W F 0 0 z z w w 0 w O R' w IL O Z Q = Q z z_ a zLu o Q o z L o z � z o N z SHEET # 5-145 SW-1 (FORCE -TRANSFER) CUT TOP PLATES PER S-410 1 5-310 DETAIL 5/S-300 e� HID (TOP FLUSH) e� i 5H WER i ROOF TRUSSES ®24" O.C. II II II II II II s-alo to s-3oz III PRIMARY' F T' ARII II II fill BE 00 e L J GIRDER TRUS S 3� ® J II I II II II II N_ e\ ,` S-303 e GIRDER TRUSS o ri r r -T 2%s ®1 "IINGC.HIGH L J L J J L J L J L r- ---� -- LAUN 4-P1Y_PLNOOII lw o ___________ ��� PER DETAIL 4�S- 0 L_ ___u ' III � • • � — -- — I III°' •• - ��� .� � o I I II � I 1 - --- s G ------ H BOTT I CHORD OF ATTIC TRUSSES ® 24" .C. U 2 m m 6 M L_____ • I• I• a < - -- HA4 BA7t U d O Aga ��3 ESGIRDER TRU FGljR IIIIIIIII II IIII IIIIII II II ------ •I• TRUSTRUSSES ®2SC.ROOF 4" O.I lo II , D 00�14 II II ED 00 -2 II - u - t H2 H8-22 s-aia s-a o SW-1 (FORCE -TRANSFER) PART. LOFT FLOOR FRAMING PLAN @ END COND. SCALE: 1l4" =1'-O" DESIGN CODE: VRC/VUSBC 2018 ULTIMATE WIND SPEED: 115 MPH NOTE: WIND EXPOSURE CATEGORY: B SEE MAIN FRMG. PLAN SEISMIC DESIGN CATEGORY: B FOR INFO. NOT SHOWN. 'NOTE: IN BWL SHOWING ', SEE EXCEL SHEET OF ROOF FRAMING PLAN FOR BWL CALCULATION. a N a. S k 1 4 4 y PART. LOFT ROOF 4 LOFT FLOOR FRAMING PLAN FRAMING PLAN @ END COND. 150A SCALE v4" =11-01. S-150A scALe 1/4" = T-O" ROOF TRUSSES 0 24" O.C. N ID N N N O Z F U W n O a w Ln SW-5 ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTICAE:August 12, 2022 R I i a Ill�llld��lllll 2 LOFT ROOF FRAMING PLAN 150A SCALE 1/41'=1.41 I SEAL: I LI --A J x LLJ X O O v J W O F 3 a z O lu lu 0 ORIGINAL 155UE V DATE: 05-15-2022 REV1510N(5): 0 w O U m z Q F Q w 0 x O O z w a I x SHEET # m N O N O N N N IV N 0 b Lu ALLIANCE w STRUCTURAL ENGINEERS, INC. In R.GrEATE:August 12, 2022 DESIGN CODE: VRC/VUSBC 2018 ULTIMATE WIND SPEED: 115 MPH NOTE: WIND EXPOSURE CATEGORY: B SEE MAIN FRMG. PLAN SEISMIC DESIGN CATEGORY: B FOR INFO. NOT SHOWN. o 'NOTE: IN BWL SHOWING ', SEE EXCEL SHEET OF ROOF FRAMING PLAN FOR BWL CALCULATION. SW-3 (FORCE TRANSFER) >: SW-2 (FORCE -TRANSFER) W/ CMST16 1 1 1 1 5-010 5-301 QQ" 'lb 5-010 S-010 5-010 P H2 Q H2-32 W/ CL1ST16 s�1o�s A� s�1o01 5302 U WINISHED "ON 11 „�,I� 1 r 5-302 � 11 x H 5-302 11 aQ 5-302 DESIGN TRUSS FOR 300 PLF DRAG LOAD FROM DESIGN TRUSSES FOR M SHEAR WALL ABOVE ADD'L 40 PSF L.L UNDER WQti q Qti DL-O.6K KITCHEN ISLAND QP. Q�I, HEAR WALL BELOW 7 w LL-1.4K GIRDER TRUSSIVA -------- _ Fd z 4 oz 4 a S-410 z 5-010 r o , IM�127-1 x +1 bewola ¢ _ x C C m __ r x 1 4 ------------- a - - --- Q _H1_ 0 LANDING ,11 �� S�10 10 °i O� _________________ w ^ ____________ - - - i F SW-1 Q' ----------- --------------- - - N m DESIGN TRUSS FOR 300 v & & 9 Q ___ 9 PLF DRAG LOAD FROM S-301 ___- & s-3o1 _____-- - SHEAR WALL BELOW o x m ¢ m ¢ -- o �o Aj P' Aj .33a ¢ a3a m a m a _ GIRDER TRUSS _ - o o o 0 ----- $ o� 0 1 6A m Q �� w H2 ----- H o z w _ GIRDER TRUSS v� `. Q• o ----------------- O - — -- .Z_. O O 3 — — — J� �yxw — S� W In � �.. � S U yj W Q E3 (n (n O N __________ x — GIRDER TRUSS �1 g g � A z O __________ DL-0.3K Q G p K F W m X m X Lr LL-O.6KPROVIDE 20 KNEE 5 o� WALL V• J � N O p N 0 N I s 1 i II u I 3 h 3 N 01 N 01 X�J ADO 00, 04 APA-20" APA 20" H9 H10 APA-22" 1 H10 (FLUSH) 1 8 S-070 5-410 5-010 3 5-301 3 8 SW-2 (FORCE -TRANSFER) 8 5-401 5-302 Ist 01 5-301 SW-3 (FORCE TRANSFER) 3 5-401 PART. MAIN LEVEL FRAMING MAIN LEVEL FRAMING PLAN PART. UPPER LEVEL FRAMING UPPER LEVEL FRAMING PLAN PLAN @ END COND. W/ LOFT 4 W/ LOFT COND. 3 PLAN @ END COND. W/ LOFT 2 W/ LOFT COND. SCALE: 1/4" =11-0.1 S 150 SCALE: 1/4" = r-0" SIM W/ REC. ROOM & POWDER S 150 SCALE 1/4" =1'-0" S 150 SCALE: 1/4' =1'-a° S 150 SIM. W/ REC. ROOM & POCKET OFFICE oil UNDER LANDING V �I i�l- i 7 ■ •�/ DESIGN 1' II I•' 1'1 '1 ��� ` 1 I r _ ' 111 1 •.III T.• ` 1 1 � I SEAL: 11L -A X W X O � 0 Q W 0 3 a z O J Z 0 ORIGINAL 155UE V DATE: 05-15-2022 REV1510N(5): W S F SHEET # m N O 5=ISO N O N PART. LOFT FLOOR FRAMING PLAN @ END COND. W/ FRONT TERRACE SCALE 1/4" - V-0" DESIGN CODE: VRC/VUSBC 2018 ULTIMATE WIND SPEED: 115 MPH NOTE: WIND EXPOSURE CATEGORY: B SEE MAIN FRMG. PLAN SEISMIC DESIGN CATEGORY: B FOR INFO. NOT SHOWN. SW-1 (FORCE -TRANSFER) s-3io 3-' PAN CONH2-13 5HO R H II II II ROOF TRUSSES U 24° O.C. II II H ILJI \ n n n n n u u u T H11 (FLUSH) `' N Q� 5-303 LL-2.DK i r r � r r (IYRDER TRUSS$ .C. UNDER_HIG LPNDING II J Q\ L-- o N JL J111L rI I I I ® I 4-P_LY_PLnOOl1 E L1 I N -------------- ----------------- w O II; , Q��Q' III p J Fr r r r i ri�r r rrlr r� r r 4-1II 3/4 X16° 2.0E LVL (FLUSH) III II II 4 III 30 In III II II II II II II II II II II II III II II II II II II II II II II II II�'�I ROOF TRUSSES u = II III II II a ROOF TRUSSES 0 24" O.C. II DI L 2z10 ®i6" O.C. 11 024.1 O.C. ,,, II II II II II II II II II II II II ,,, �� III II II II II II II II II II II II II III I II QP I I I QP� III �� III i H2-21 2-SPAN CONT. H2-22 410 SW-1 (FORCE -TRANSFER) 3 N I r" N ID N N N O z F U W n O a w Ln LOFT FLOOR FRAMING PLAN PART. LOFT ROOF FRAMING PLAN LOFT ROOF FRAMING PLAN 4 @ W FRONT TERRACE COND. 51A WScFR NT-TERRA E COND S-151A SCALEND COND. W/ FRONT TERRACE S-151A SCALE'. R 1/4"=1-0" ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTCAE:August 12, 2022 15 SEAL: 111 -A X ts) LLI X O O 4 v J W cO G f 3 a z_ a O J Z 1) ORIGINAL 155UE V DATE: 05-15-2022 REV 151 ON(5): I x SHEET # m N O 5-I5 IA N N O N 1 H8-22 SW-3 (FORCE TRANSFER) 1 S a10 2-SPAN CONT. H2-12 1 1 1 s-410 W/ CMSTC16 1 11 li 3 S-302 x 3 N 2 y s-301 / 2 s-sol DESIGN TRUSS FOR 300 PLF DRAG LOAD FROM DESIGN TRUSSES FOR SHEAR WALL ABOVE ADD'L 40 PSF LL UNDER KITCHEN ISLAND DL-0.6K LL-1.4K GIRDER TRUSS 4 L CJ O r 4 O r J N Q\ N r CJ 5-010 `•n z 5-010 s �C l 'ol+1r o ci 4 �_ i 1 oN: LANDING Ir 1i LQ ----------- Qaw Qa� -Hi _®_ N N -- --- - N ----------------- r -AJ / O� P S QP H ------------ SW-1 o DESIGN TRUSS FOR 300 ------------- 0 0 0 0 Z\ PLF DRAG LOAD FROM Q\ N m 2 m & o r o ) o SHEAR WALL BELOW------------- a p i p J o � U z A�. Q. • m Q ----- ---- ADO Az m G o 5-301 OP $ ¢ g GIRDER TRUSS O •� ---------------- d Q _ d w 3 w 3 GIRDER TRUSS F H2 OP FL z _ - __ - _ o s - F5 N U LJ zo Q@ N W w GIRDER TRUSS fA (n N N z N N N O y Q z z ----- �o� FpW DL-O.6K m x p N O m x p N O m x w O N O m x w O N O N I i 1 i II r in APA-20" APA-20" H9 H9 APA-22" 1 3 6 s-sol SW-3 (FORCE TRANSFER) 5-010 5-410 3 5401 3 S-0Ol 5-001 PART. MAIN LEVEL FRAMING PLAN @ END COND. W/ FRONT TERRACE SCALE: 1/41'=1'-0. DESIGN CODE: VRC/VUSBC 2018 ULTIMATE WIND SPEED: 115 MPH NOTE: WIND EXPOSURE CATEGORY: B SEE MAIN FRMG. PLAN SEISMIC DESIGN CATEGORY: B FOR INFO. NOT SHOWN. MAIN LEVEL FRAMING PLAN W/ PART. UPPER LEVEL FRAMING PLAN D4 LOFT & FRONT TERRACE COND. 3 @ END COND. W/ FRONT TERRACE 2 S-151 SCALE: 1/4°=1'-0° SIM.W/REC.ROOM&POWDER S151 SCALE 1/4"-r-D° S 551 SIM. W/ REC. ROOM & POCKET OFFICE 3 N DETAIL 4/S-303 2x6 ®164 0. UNDER LANDII 71k SW-2 (FORCE TRANSFER) W/ CMSTC16 H8 DL-0.7K LL-1.9K GGL I Ire I L rm Ls G I r N p m I L w < ® I I II — DL-0.7K G LL-1.9K s- of OVERBUILD STEP _s AS REWIRED. DL-0.3K LL-0.7K PROVIDE 2x4 KNEE WALL UNDER LANDING H9-43 1 5E10 2-SPAN CONT. 12-12 •- --p- - - - DESIGN TRUSS FOR 300 1 DRAG LOAD FROM SHEAR GIRDER TRUSS SW-2 (FORCE TRANSFER) 3 N UPPER LEVEL FRAMING PLAN W/ LOFT & FRONT TERRACE COND. SCALE: 1/4" - 1'-0" S-151 PLOTCAE:August 12, 2022 SEAL: 111 -A X ts) X O � O 2 v 3 a Z lu z 0 ORIGINAL 155UE V DATE: 05-15-2022 RE\/151ON(5): K 43 Cl L O U W 10 H Q Fp Q w 0 0 O z W a' tD O Ll W a a w x w Q z w a w x 0 z z Q z z O U N 13 z 3 a 0 I x SHEET # m N O N O N PART. LOFT FLOOR FRAMING PLAN @ END COND. W/ REAR TERRACE SCALE 1 /4" - 1'-0" DESIGN CODE: VRC/VUSBC 2018 ULTIMATE WIND SPEED: 115 MPH NOTE: WIND EXPOSURE CATEGORY: B SEE MAIN FRMG. PLAN SEISMIC DESIGN CATEGORY: B FOR INFO. NOT SHOWN. 4 3 N 3 SW-1 (FORCE -TRANSFER) 3-SPAN CONT. H2-23 QQ" III qHllj ROOF TRUSSES III II II II II II II II II II II II I II IIII 0 24° O.C. III II II II II I DBL 2A0 016° O.C.11 II II L_.11. IIl II IIhII pglM%Ry II II II II II II I TQI 111E JLL J„L JLL JIIL JIILLJLL J„L JLL JIIL JIIL JLL JLL�� 2x6 0 16° .C. " 0 HIGH LAN ING11 jl 4-PLY PLYWOOD B L1 J Ir PER DETAIL 41S-303 = II N 'I o uIjIj 4-1 3/4°x% 2.OE_ _ LPL (FLUSI In I L---J r-----r LAUNDRY; I U I � `c DL-0.9W I LL-2.OK 1.1 WIG 1LI (FLUSH) T71 TtTl TT " "RO)F TRUSSES III ����OdDM 3I ��DR�OM LIJI — Ld H2-11 2-SPAN CONT. H2-12 SW-1 (FORCE -TRANSFER) 1 c_�In LOFT FLOOR FRAMING PLAN W/ REAR TERRACE COND. SCALE 114" =1'-V m G m I 3 1 N ID N N N PART. LOFT ROOF FRAMING PLAN LOFT ROOF FRAMING PLAN 3 @ END COND. W/ REAR TERRACE W/ REAR TERRACE COND. 152A SCALE: 1/4" - T-O S-152AJ SCALE 114° = 1 -0- ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTrAE:August 12, 2022 SEAL: 11G -A x W X O 0 v J W O O 3 Q a z_ a O J Z_ 0 ORIGINAL 155UE V DATE: 05-15-2022 RE\/I510N(5): I x SHEET # m N O 5=I52A rj N O N N IN N N N 0 G CL ALLIANCE w STRUCTURAL ENGINEERS, INC. PLOTDAlE:August 12, 2022 SW-2 (FORCE TRANSFER) SW-3 (FORCE -TRANSFER) 1 1 1 5-301 1 3 5-410 1 S-410 S-410 5-301 5-410 5-010 5-410 S-010 5-010 HIV « H2-22 H8 H8-22 �S 9 ® ti� Li PW R Sso2 UN6ND DINING 11 i 2 � 11 5-301 5-302 oe 11 5-302 2 s-3o1 DESIGN TRUSS FOR 300 DESIGNQo Q PLF DRAG LOAD FROM DESIGN TRUSSES FOR S-303 DRAG L ADTRUSFROMRSHEARPR SHEAR WALL ABOVE ,o ADD'L 40 PSF LL. UNDER 9 DL-0.8K KITCHEN ISLAND QP A Q, 9 �00 DL-0.7K O>o, QP' LL-1.4K GIRDER TRUSS q LL-1.9K r r ^ GIRDER Ir 4 r o z 4 i p z r z , Ir? IZ,31 S-410 co z S-010 I io o IYL� +I 'n o l z I II '� n m H1 ®LANDING I��= 1 �_ ® ® - - Y Q� S-410 10 PLY PLYWOOD B AM II L o LNER DETAIL 4/5-303r m ® r ------------- -------------- DESIGN--------------- 9 ----------- 1 SW-1 - -- -( DL-0.7K 9 —GIRDER TRUSS, = _ 9 GRUBS FOR 300 0 o s-3o1 1 RUSH o Q — m o _---_-- mo m I s-3o1 PLF DRAG LOAD FROM Q m a m a o U O N U O (n Q 0 o z K I g SHEAR WALL BELOW o z o z LL-1.9K m — A M M �mmpV ag` ��� 2z6®16°O.C. Q� GIRDER GRUBS _ _ = o o iNWo NozZog H® 2� LANDING, RIN G a---------- _________ 5-301 — — OVERBUILD LD STE SA P yi GIRDER TRUSS H2 TOP SH -3 -- --- --- AS REQUIRED. ---------- GIRDER GRUBS --A----- GIRDER TRUSS Q----------- GIRDER — DL-0.3K 7DL-0.3K LL-0.8K A% = _ J Q7 o c.l o N 2 I z II N I N FAM LY ROOM H4---------------- APA-20" APA-20" H9 APA-22^ t 3-SPAN CONT. H2-14 $ 5-010 S-410 5-410 IL saol SW-3 (FORCE -TRANSFER) $ 3 . 5-301 5401 3 3 SW-2 (FORCE TRANSFER) 5-401 S-0O1 PART. MAIN LEVEL FRAMING PLAN MAIN LEVEL FRAMING PLAN W/ PART. UPPER LEVEL FRAMING PLAN UPPER LEVEL FRAMING PLAN @ END COND. W/ REAR TERRACE 4 LOFT & REAR TERRACE COND r3 @ END COND. W/ REAR TERRACE 2 W/ LOFT & REAR TERRACE COND. SCALE: 1/4" =1'-0.1 S 152 SCALE: 1/4" = r-O° SIM. W/ REC. ROOM & POWDER S 152 SCALE: 1/4" =11-0.1 S 152 SCALE: 1/4" = r-O° S 152 SIM. W/ REC. ROOM & POCKET OFFICE DESIGN CODE: VRC/VUSBC 2018 ULTIMATE WIND SPEED: 115 MPH NOTE: WIND EXPOSURE CATEGORY: B SEE MAIN FRMG. PLAN SEISMIC DESIGN CATEGORY: B FOR INFO. NOT SHOWN. 1 5EAL: x M1V X O V W F z ORIGINAL I55UE DATE: 05-15-2022 REVISI0N(5): XX-XX-XXXX O Iu w O u w m 0 z Q f a d1 f O z w w l) O zLu d J lZ Q z w Z z W o � o d w Z w L o Q F_: u z z 0 0 w x SHEET # m N O 5-152 n N O N SW-3 (FORCE -TRANSFER) PART. MAIN LEVEL FRAMING PLAN END COND. W/ INGROUND REAR SCALE: 1/4" =1'-0" DESIGN CODE: VRC/V11SBC 2018 ULTIMATE WIND SPEED: 115 MPH NOTE: WIND EXPOSURE CATEGORY: B SEE MAIN FRMG. PLAN SEISMIC DESIGN CATEGORY: B FOR INFO. NOT SHOWN. 0 z G W n a w SW-3 (FORCE TRANSFER) 2-SPAN CONT. H2-12 ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTDAlE:August 12, 2022 PART. MAIN LEVEL FRAMING PLAN PART. MAIN LEVEL FRAMING PLAN @ INGROUND PART. MAIN LEVEL FRAMING PLAN @ OPT. DECK W/ AREAWAY 5 REAR & WELLED EXIT COND. W/ REC. ROOM & POWDER 3 W/ BEDROOM & BATH COND. E: 114° =1.-0° SIM. W/ BEDROOM & BATH S 153 SCALE: 114" = r-o° SIM. W/ BEDROOM & BATH S 153 SCALE: 1/4" = r-o° S-153 SIM. W/ REC. ROOM & POCKET OFFICE SIM. W/ REC. ROOM & POCKET OFFICE J r i ® 1 Q� 3 I H1 ®LANDING ,11 LQ� O0 1 P� 7 5-302 ----------------- ----------- A> ---- P.T. H3 (D) P.T. D) I 9 - - x o an 1 ------------- AJ P. m a m ¢ U I AI o A - _ — — 2z10 016 O.C. ' -302 N � N z w LL-O.6K G.T. L L JL JL JLi FULLY WRAPPED H8A (D) SW-3 (FORCE -TRANSFER) PART. MAIN LEVEL FRAMING PLAN @ PART. MAIN LEVEL FRAMING 1) FRONT PORCH W/ INGROUND REAR COND. PLAN @ FRONT PORCH COND. 153 SCALE: 1/4" = r-o° S 153 SCALE: 1/4" =1-op. S 1 r 3 N 3 N PART. MAIN LEVEL FRAMING PLAN @ INGROUND REAR COND. W/ REC. ROOM & POWDER SIM. W/ BEDROOM & BATH SIM. W/ REC. ROOM & POCKET OFFICE W/ DECK SEAL: 111 x x O m J W F z t] ORIGINAL 155UE DATE: 05-15-2022 0 REV1510N(5): xx-xx-xxxx Lu W Lu u m 0 X cQ L z Q Lu cW Y^L 1 O O z z w Lu w O w Z Q °- Lu a z x LL w z V Q � � H z O z z � 3 0 0 w x SHEET # 5-155 " 2� z J ° o I INSIDE CORNER INSIDE INTERSECTION PROVIDE CORNER BARS TO MATCH SIZE & I° SPACING FOR ALL HORIZONTAL REINFORCING I, AT INTERSECTIONS & CORNERS. v v OUTSIDE CORNER OUTSIDE INTERSECTION TYP. CORNER REINF. SCALE: 3/4" =1'-0" S 200 COL AND FTG. P.T. WOOD POST PER PLAN W/ OPT. DECORATIVE WRAP PER ARCH ICI SIMPSON ABU COLUMN BASE OR EQ. W/ 5/84 ANCHOR BOLT MIN 6" EMBED a , /�\\//% 83 d W a V e v � Z O ROUND CONIC. FTG. PER PLAN OR SQUARE FOOTING " W/ BOTH SIDES EQUAL TO DIAMETER OF ROUND FTG. CONCRETE TO BE 3000 PSI. SCALE: N.T.S. TYP. DECK POST WALL BEYOND NOT SHOWN. WALL FTG. PER PLAN 7 S-200 ` V P1� FILL VOID UNDER 1 FOOTING W/ CONIC. PIPE BY OTHERS 2" COMPRESSIBLE MATERIAL AROUND PIPE MATCH FOOTING REINFORCEMENT LESS THAN OR EQ. TO 2'-0" TYP. PIPE UNDER CONC. FOOTING SCALE: N.T.S. S-20O SCALE: SCALE: TOOLED MATERIAL OR SAW -CUT MATERIAL WHILE CONCRETE IS # SLAB THICKNESS STILL GREEN SLAB ON GRADE. SEE PLAN PLAN FOR ADDITIONAL INFORMATION CONTROL JOINT SLAB THICKNESS PRE FORMED JOINT SLAB ON GRADE. SEE PLAN PLAN FOR ADD ITIONAL INFORMATION ZP i n 'X `' n .X e x . nv CUT REINFORCING AT CONSTRUCTION JOINT MATERIAL/PREFORMED PROVIDE DETAIL 0 15-0° O.C. TYP. JOINT TYP. TYP. SLAB ON GRADE JOINT 4 S-200 N.T.S. N.T.S. FIRST POUR NEW POUR 2'-0" 2'-0" ADD'L 2-#4x48` LONG TOP BARS. 'a e LAP REBARS MIN. 24" CONIC. FTG. SEE PLANS & SCHEDULE. FOR INFO. TYP. FOOTING COLD JOINT 5 S-200 N4x24° LENGTH PER PLAN AND CONC. BEAM SCHEDULE. (MIN. 2-#4) .24° a 24° " v - FOUNDATION WALL PROVIDE (2) ADDITIONAL VERT. BARS `\ WALL FTG. AT EDGE OF MATERIAL. NO DOWELS TO FOOTING REQUIRED FOR WINDOW/ DOOR F-= ADDITIONAL BARS. (2 BARS TOTAL) OPENING 1'-0" MIN. SEE STRUCTURAL DWGS. FOR WALL REINF'G & REBAR PLACEMENT. TYP. NOTE: 40 CORNER HORIZONTAL REINFORCEMENT U.N.O.°ONAX. PLANSHALL EXTEND AROUND LAP REINFORCEMENT MIN. OF 18'AND . j //�� a _i e •, ` _ B� CONIC. FDN. WALL. STEP FOOTING PER TYPICAL WATERPROOF MEMBRANE BREAK 50% OF HORIZ. PIPE BY OTHERS WRAPPED W/2° STEPPED FOOLING DETAIL ON BURIED SIDE, TYP. REINF. AT CONTROL COMPRESSIBLE MATERIAL 2/5-200 2 TYP' MATERIAL ON BOTH FACES SLEEVE HOLE TO PROVIDE 2` 1 TO 1 CHAMFER. TYP. -v MIN. AIRSPACE LARGER THAN WRAPPED UTILITY LINE PROVIDE DETAIL 025'-0" O.C. MIN. #4x24" LENGTH TYP. WALL OPENING REINF. „ TYP. PIPE THRU CONC. WALL TYP. WALL CONTROL JOINT r SCALE: 3/4"=V-O" S-200 SCALE: N.T.S. S-ZOO SCALE: N.T.S. S-200,) CONIC. SLAB ON GRADE, SEE PLANS FOR INFO #4 DOWELS 018' O.C. 24" i 4" #4 CONT. NOSING BAR 1 1/2" / N ° STEP AS STEEP AS\\pro GRADE WILL ALLOW " 8• \\` I 12 MAX. STEP OPT. CONST. JT. 12" TO MAX. 24" STEP TYP. SLAB ON GRADE STEP SCALE. N.T.S. 2 x A (MIN.) DOWELS TO MATCH FTG. REINFORCING TYP. 0 STEP AS STEEP AS GRADE WILL ALLOW (1:1 MIN.) )NOTE: SEE WALL AND FOOTING DETAILS FOR REINFORCING 1 S-200 TYP. CONC. FOOTING STEP SCALE: NTS k S-20O 48" MAX STUD WALL FRAMING. SEE PLANS FOR ADDITIONAL INFORMATION P.T. SILL PLATE ANCHORAGE PER DETAIL 1/5-210 OR SHEAR WALL REQUIREMENTS TOP OF SLAB OR CONIC. STEM — — — SLAB BEYOND 14 REBARS 20° MIN. CONC. FTG PER PLANS .y TYP. TALL STEMWALL REINFORCEMENT AT BRACE WALL PANEL SCALE. N.T.S. 5-200 ALLI� STRUCTURAL EL 'LOTEA,TE:August 12, 2022 m LL O Z O N N F !L X q K X tu Q 3 \J � z O 1)Ly O 3 Lu z Lu ORIGINAL 155UE U DATE: 05-15-2022 REVI510N(5): xx-xx-xxxx 13 IL O m F O z lu f 0 Q N O lu 0 O Lu W < O z Lu 0 w z Lu zz O LL U 4 2 SHEET # m N O N O N O STUD WALL PER PLAN STUD WALL PER PLAN OF FDNWALL OF FDN. WALL &FOOTING. P.T. SILL PLATE ANCHORAGE & FOOTING. PER DETAIL 1/S-200 P.T. SILL PLATE ANCHORAGE PER DETAIL 1/S-200 1/2' EXP. MATERIAL CONIC. SLAB ON 1/2" EXP. MATERIAL PER CONTRACTOR GRADE PER PLAN PER CONTRACTOR CONIC. SLAB ON GRADE PER PLAN 24° O Q 24" CONIC. SLAB ON 24° GRADE PER PLAN 24' i /// // \\/i \\ _ 1-1/4" CLR. SLOPE PER ARCH. IF REQ. CONE. 2x4 KEY O.C.#4 //\///\ " SLOPE PER ARCH. IF REQ. / DOWELS e4 24° .0 #4 DOWELS W 24" O.C. k a CONC. FOUNDATION WALL ° CONC. FOUNDATION WAIL WITH REINFORCING PER 0 WITH REINFORCING PER O CHART ON SHEET S-210 CHART ON SHEET S-210 CON VERL DOWEL PER N GRADE PER PLAN CONE 20 KEY OR DOWEL N DETAIL 9/S-202 PER DETAIL 9/S-202 EQ. EQ. CONC. FOOTING SEE PLAN EQ' EQ' S E PL N D & SCHEDULE FOR SIZE SEE rLAN CONC. FOOTING SEE PLAN SCH ULE AND REINFORCEMENT & SCHEDULE FOR SIZE AND REINFORCEMENT FL STEP 24"<X<48" SCALE: N.T.S. TYP. INT. FDN. WALL & FTG SIDING OR 2" MAX. ADHERED VENEER PER ARCH. DWGS. 1/2" 0 ANCHOR BOLTS FLOOR SYSTEM. FOR MORE ® MIN 3'-0" O.C. & 12" INFORMATION SEE DETAIL 4/S-210I/ MAX FROM PLATE ENDS, SEE 1/5-210 FOR MORE INFO. 8 S-201 Tx v 1-1/4' CLR. oa Qo CONC. FOUNDATION WALL NTH REINFORCING PER CHART ON SHEET S-210 • . 1/2' EXP. MATERIAL PER CONTRACTOR CONC. SLAB ON GRADE PER PLAN �O O ` O 0 .X 0000�0` CONT. 20 KEY OR DOWEL O O O ° • ° 0 0 PER DETAIL 2/S-210 fin_ EQ. 8" EQ. CONC. FOOTING SEE PLAN & SCHEDULE FOR SIZE SEE PLAN AND SCHEDULE AND REINFORCEMENT DRAIN TILE PER CIVIL/GEOTECH OR LOCAL JURISDICTION TYP. BASEMENT WALL W/ SIDING OR 2" MAX ADHERED VENEER SCALE: N.T.S. S-201 SCALE: N.T.S. UNIT SEPARATION WALLS PER PLAN P.T. SILL PLATE ANCHORAGE PER DETAIL 1/S-200 CONC. SLAB ON GRADE PER PLAN OF UNIT SEPARATION WALL UNIT SEPARATION MATERIAL. SEE ARCH. DWGS. FOR INFO. 1/2" EXP. MATERIAL PER CONTRACTOR P.T. SILL PLATE ANCHORAGE PER DETAIL 1/S-200 CONE 2x4 KEY OR 14 1 DOWELS 0 24° O.C. \ \\ 1 X CONC. FOUNDATION WALL WITH REINFORCING PER O O CHART ON SHEET S-210 CONE 20 KEY OR DOWEL PER DETAIL 9/S-202 CONC. FOOTING SEE PLAN EQ. 8' 4" EQ. & SCHEDULE FOR SIZE AND REINFORCEMENT I SEE PLAN AN SCHEDULE W/ STEP 2491<X<48" SCALE: N.T.S. UNIT SEPARATION WALLS PER PLAN OF UNIT SEPARATION WALL CONC. SLAB ON GRADE PER PLAN a P.T. SILL PLATE ANCHORAGE UNIT SEPARATION MATERIAL SEE PER DETAIL 1/S-200 ARCH. DWGS. FOR INFO. CONC. SLAB ON CONIC. FOUNDATION WALL GRADE PER PLAN WITH REINFORCING PER CHART ON SHEET S-210 F/ 4 CONIC. SLAB ON a x x,'� z GRADE PER PLAN N 1/2" EXP. MATERIAL PER CONTRACTOR CONE 20 KEY OR DOWEL PER DETAIL 9/S-202 6 /� -• CONIC. FOOTING SEE PLAN EQ. 1' 0" EQ. & SCHEDULE FOR SIZE � AND REINFORCEMENT SEE PLAN A D SCHEDULE TYP. UNIT TO GARAGE SEPARATION WALLS SCALE: N.T.S. S-201 c]OUlS/:11�NgLTt]W:11 P.T. SILL PLATE ANCHORAGE PER DETAIL 1/S-200 CONC. SLAB ON GRADE PER PLAN OF STUD WALL & THICKEN SLAB CONIC. SLAB ON GRADE PER PLAN X ° °.X ° SLOPE PER ARCH. IF REQ. O O\ 1 v X X z FTG. AT POSTS 'AITHIN SEE PLAN AND WALL WHERE REQUIRED SCHEDULE PER PLAN CONC. THICKEN SLAB SEE PLAN & SCHEDULE FOR W/ STEP <24" SIZE AND REINFORCEMENT THICKENED SLAB W/ STEP OF STUD WALL & THICKENED SLAB STUD WALL PER PLAN P.T. SILL PLATE ANCHORAGE PER DETAIL 1/S-2DO CONC. SLAB ON GRADE PER PLAN vo •'= FTG. AT POSTS WITHIN WALL WHERE REWIRED SEE PL N AND PER PLAN SCHEDULE CONC. THICKEN SLAB SEE PLAN & SCHEDULE FOR SIZE AND REINFORCEMENT SCALE: N.T.S. TYP. THICKENED SLAB 1 S-201 OF UNIT SEPARATION UNIT SEPARATION WALL & THICKENED SLAB WALLS PER PLAN UNIT SEPARATION MATERIAL SEE ARCH. DWGS. FOR INFO. OF UNIT SEPARATION P.T. SILL PLATE ANCHORAGE PER DETAIL 1/S-200 UNIT SEPARATION WALL & THICKENED SLAB WALLS PER PLAN CONC. SLAB ON P.T. SILL PLATE ANCHORAGE GRADE PER PLAN PER DETAIL 1/5-200 ---�` N \ UNIT SEPARATION MATERIAL SEE CONIC. SLAB ON ARCH. DWGS. FOR INFO. O GRADE PER PLAN 'X, ' `- 'X - X " r vv 0 /./ FTG. AT POSTS WITHIN WALL WHERE REQUIRED PER PLAN SEE PLAN AND SCHEDULE v CONIC. THICKEN SLAB SEE PLAN & SCHEDULE FOR W/ STEP <24" SIZE AND REINFORCEMENT TYP. UNIT SEPARATION WALLS W/ STEP 5 FX UNIT SEPARATION WALLS PER PLAN eo OF UNIT SEPARATION WALL NOTE: P.T. SILL PLATE ANCHORAGE TOP STEM WALL TO ALIGN PER DETAIL 1/S-200 WITH UNIT TOP OF SLAB SO FRAMED WOOD WALL HEIGHTS CONC. FOUNDATION WALL ARE UNIFORM WITH REINFORCING PER CONC. SLAB ON GRADE PER PLAN x CHART ON SHEET S-210 e w ? CONC. SLAB ON " x a ., x, ' ° ' z GRADE PER PLAN 'f w x ° 1/2' EXP. MATERIAL 0 0 PER CONTRACTOR CONE 20 KEY OR DOWEL \\� PER DETAIL 9/S-202 • " •a Wi ° CONC. FOOTING SEE PLAN N & SCHEDULE FOR SIZE EQ. 1' 0" EQ. AND REINFORCEMENT SEE PLAN AlD SCHEDULE TYP. GARAGE SEPARATION WALLS W/ STEP SCALE. N.T.S. CONC. SLAB ON GRADE PER PLAN 7— D. 0,. FTG. AT POSTS WITHIN WALL WHERE REQUIRED PER PLAN SEE PLAN AND SCHEDULE CONC. THICKEN SLAB SEE PLAN & SCHEDULE FOR SI7F AND REINFORCEMENT TYP. THICKENED SLAB AT UNIT SEPARATION WALLS SCALE. N.T.S. UNIT SEPARATION WALLS PER PLAN ------ NOTE: TOP STEM WAIL TO ALIGN WHIT UNrf TOP OF SLAB SO FRAMED WOOD WAIL HEGHTS 0 UNIFORM P.T. SILL PLATE ANCHORAGE PER DETAIL 1/S-2DO N OF UNIT SEPARATION WALL UNIT SEPARATION MATERIAL. SEE ARCH. DWGS. FOR INFO. CONE. FOUNDATION WALL WITH REINFORCING PER CHART ON SHEET S-210 CONC. SLAB ON CONC. SLAB ON = ^ 0-1 GRADE PER PLAN GRADE PER PLAN a X 1/2" EXP. MATERIAL ° PER CONTRACTOR CONE 2x4 KEY OR DOWEL • . , w PER DETAIL 9/S-202 N EQ. 1'-0" EQ. CONC. FOOTING SEE PLAN & SCHEDULE FOR SIZE SEE PLAN AND REINFORCEMENT TYP. GARAGE SEPARATION WALLS SCALE. N.T.S. 3 S-201 ALLI� STRUCTURALEI PLCYrDATE:August 12, 2022 w 0 z Z W m LL O Z O N m F LLI X q LLJI X —A Lu Lu v � z O p o � 3 Z Lu ORIGINAL 155UE 0 DATE: 05-I5-2022 REVI510N(5): xx-xx-xxxx 13 O m O z Q f 0 Q O N O Lu _J x UA z O z Lu O w z z LU Q U z z LL o Q W SHEET # m N ry O N O N O SIMPSON ABU (OR EQ.) POST BASE TO MATCH POST SIZE. ATTACHED W/ (2) r DIA. THRU BOLTS AND INSTALLED W/ r ANCHOR BOLT PER MANUFACTURER SPECIFICATIONS I 4" CONC. SLAB PER PLAN SLOPE PER ARCH 24" #4 DOWELS ® 24° O.C. FULLY GROUTED CMU WALL W/ 9 GA HORIZONTAL JOINT REINFORCEMENT W 16" O.C. #418° MIN. 0 24° O.C. CONC FTC SEE PLAN FOR SIZE EQ REINFORCEMENT PER SEE PLAN SCHEDULE OPT. WOOD POST PER PLAN W/ OPT. DECORATIVE WRAP PER ARCH SIMPSON ABU (OR EQ.) POST BASE TO MATCH POST SIZE. ATTACHED W/ (2) r DIA. THRU BOLTS AND INSTALLED W/ r ANCHOR BOLT PER MANUFACTURER SPECIFICATIONS OPT. WOOD POST PER PLAN W/ OPT. DECORATIVE WRAP SEE ARCH. (4° MAX) PER ARCH CONC. SLAB ON GRADE PER PLAN. SEE ARCH FOR FINISH TYP. v' V 1G w � N 24° \ir \j/\\j/\//%\/\\/j v ' \///,\77 CONT. 2x4 KEY OR #4 \\\//\ o DOWELS ® 24" O.C. a w W aN 0 0 CONIC. WALL W/ 14 0 24" O.C. HORIZ. °• " ' S Z U 6 Z• CONT. 20 KEY OR DOWEL PER DETAIL 9/S-202 N CONIC. FOOTING SEE PLAN EQ. 8° EQ. BOTT. OF FOOTING TO MATCH & SCHEDULE FOR SIZE W/ BOTT. OF MAIN FDN AND REINFORCEMENT WALL FTG. OR MAINTAIN 2:1 TYP. PORCH/PATIO WALL r, SLOPE PER ARCH. SCALE: N.T.S. SIDING. OR ADHERED VENEER SEE ARCH. DWGS. 2x PT SILL PLATE W/ SIMPSON DIA. TITEN HD ANCHOR W/MIN. P.T. SILL PLATE ANCHORAGE 4 1/2° EMB. IN TO FULLY GROUTED PER DETAIL 1/S-200 CMU BLOCKS ® 32" O.C. & 12" FROM EE SIDING OR 2° MAX. ADHERED 1/2" EXPANSIVE MATERIAL. a (TITEN HD SPACING IS 16° W/ SW-3) 1/2" EXP. MATERIAL PER CONTRACTOR VENEER PER ARCH. DWGS. 4" CONIC. SLAB ON GRADE CMU SHOE BLOCK PER PLAN. CONIC. SLAB ON GRADE PER PLAN �� /-/- 6 �G aXG is y� X i� ( i� Se ¢ Z• wo <j 3' V N �w aO < GRADE BEAM AND CMU WALL WITH #4 VERT. BARS ®\\\\\ \/\/ / BEAM POCKET BEYOND \ \ 49" O.C. IN FULLY GROUTED CELLS & '\/// ° 4 \\//\\\\/ IF REQUIRED PER PLAN ///\\///\ v4 4° \ 9 GA HORIZONTAL JOINT REINFORCEMENT ® 16" O.C. \\\/\ — — — — a Ls N CONIC. FOUNDATION WALL W Es WITH REINFORCING PER o 0 #4a18" MIN. ® 24" O.C. Nlb CHART ON SHEET S-210 & 0oV v V z REINFORCEMENT PER & w CONT. 20 KEY OR VERT. a U SCHEDULE 5 DOWEL PER DETAIL 9/S-202 CONIC. FOOTING SEE PLAN EQ. 8° EQ. EQ. ° 8° " EQ.d & SCHEDULE FOR SIZE CONC. FTG. SEE PLAN AND REINFORCEMENT SEE PLAN AND SCHEDULE SEE PLAN FOR SIZE. TYP. EXT GARAGE WALL W/ SIDING OR 2" MAX ADHERED VENEER 5 SCALE: N.T.S. S-ZOZ SIDING. OR ADHERED VENEER SEE ARCH. DWGS. EXTERIOR STUD WALL BEYOND. P.T. SILL PLATE ANCHORAGE SEE PLANS FOR INFO. 2x PT SILL PLATE W/ SIMPSON PER DETAIL 1/S-210 DIA. TITEN HD ANCHOR W/MIN. 1/2° EXPANSIVE MATERIAL 4 1/2" EMB. IN TO FULLY GROUTED 1/2" EXP. MATERIAL CMU BLOCKS 0 32" O.C. & 12" FROM EE. PER CONTRACTOR M °a (TITEN HD SPACING IS 16" W/ SW-3) a CONIC. SLAB 4" CONIC. SLAB ON a o GRADE PER PLAN N a CONIC. N SLAB PER PLAN. SEE GRADE PER PLAN 4° CONC. SLAB ON GRADE ARCH FOR FINISH TYP. x ° PER PLAN ,x x ,'' SLOPE PER ARCH. O O •_ O O O 0 O ° - 6�4 " ". CMU WALL WHH #4 VERT. BARS W 4, 4° \/\/ / 24° o N 48" O.C. IN FULLY GROUTED CELLS & \//\\\j�\\/ VAR. 9 GA HORIZONTAL JOINT o o CONIC. FOUNDATION WALL " r 4 DOWELS ®24° O.C. a REINFORCEMENT ®16" O.C. WITH REINFORCING PER ° # o 0 14x18" MIN. ® 24° O.C. N CHART ON SHEET S-210 ° - • ° W/ MIN. 16° EMBEDMENT 1=' o a CONT. 2x4 KEY OR VERT. ° op a " & DOWEL PER DETAIL 2/S-210 EQ. 1'-0" EQ. CONC. FOOIING SEE PLAN U & SCHEDULE FOR SIZE SEE PLAN AND SCHEDULE M EQ 1'-2" EQ.AND REINFORCEMENT CONC. FOOTING SEE PLANc� & SCHEDULE FOR SIZE SEE PLAN M TYP. EXT SLAB ON GRADE AND REINFORCEMENTT FDN WALL AT PORCH/PATIO r5 SCALE: N.T.S. EXTERIOR STUD WALL SEE PLANS FOR INFO. 1/2" EXPANSIVE MATERIAL. 4" CONC. SLAB ON GRADE PER PLAN. CMU WALL WTH #4"V€1 8LL GROUTED CELLS & 9CA HORIZONTAL JOIN REINFORCEMENT ®16" O.C. \\ #418" MIN. ® 24° O.C. CONIC. FTG. SEE PLAN FOR SIZE. ` 5 _ d W l� N E.Q. 10" 1Q. SEE PLAN M SCALE: N.T.S. EXTERIOR STUD WALL SEE PLANS FOR INFO. 1/2" EXPANSIVE MATERIAL. 4" CONC. SLAB ON GRADE PER PLAN. x "x CMU WALL WITH 14 VTR3<�W)Px� 48" O.C. IN FULLY GROUTED CELLS & 9 GA HORIZONTAL JOINT REINFORCEMENT 0 160 O.C. #418" MIN. ® 24' O.C. CONC. FTG. SEE PLAN FOR SIZE. d E.Q. 8" E.Q. SEE PLAN M SCALE: N.T.S. 4" CONC. SLAB ON GRADE PER PLAN 24' 24° #4 DOWELS 024° O.C. FULLY GROUTED CMU WALL W/ 9 GA HORIZONTAL JOINT REINFORCEMENT 16, O.C. - #408° MIN. ® 24° O.C. CONC FTG SEE PLAN FOR SIZE ---- SCALE: N.T.S. 24" 1`4 -, �- 11 � , �, I I , E.Q. 8° E.Q. S SEE PLAN M — SIDING. OR ADHERED VENEER SEE ARCH. DWGS. — 2x PT SILL PLATE W/ SIMPSON SIDING OR 2° MAX. ADHERED ° DIA. TITEN HD ANCHOR W/MIN. P.T. SILL PLATE ANCHORAGE VENEER PER ARCH. DWGS. 4 1/2" EMB. IN TO FULLY GROUTED PER DETAIL 1/5-200 CMU BLOCKS ® 32" O.C. & 12" FROM EE. 1/2' EXP. MATERIAL (TITEN HD SPACING IS 16" W/ SW-3) PER CONTRACTOR — CMU SHOE BLOCK CONIC. SLAB ON GRADE PER PLAN z a N � � 4' • 6'1 ° `� °� \// o CONIC. FOUNDATION WALL " a N WITH REINFORCING PER ; • N CHART ON SHEET S-210 0oI v a z o CONT. 2x4 KEY OR VERT. FS DOWEL PER DETAIL 9/S-202 EQ. CONIC. FOOTING SEE PLAN EQ. 10° & SCHEDULE FOR SIZE AND REINFORCEMENT SEE PLAN AND SCHEDULE M REINFORCEMENT PER SCHEDULE TYP. SLAB ON GRADE EXT. WALL W/ SIDING OR 2" MAX ADHERED VENEER SIDING. OR ADHERED VENEER SEE ARCH. DWGS. 2x PT SILL PLATE W/ SIMPSON r DIA. TITEN HD ANCHOR W/MIN. 4 1/2' EMB. IN TO FULLY GROUTED CMU BLOCKS ® 32" O.C. & 12" FROM EE (TITEN HD SPACING IS 16" W/ SW-3) . 8" CMU SHOE BLOCK 79; m REINFORCEMENT PER SCHEDULE 1/2" EXP. MATERIAL. � DRIVE WAY BY OTHERS. SIDING OR 2" MAX. ADHERED P.T. SILL PLATE ANCHORAGE v VENEER PER ARCH. DWGS. PER DETAIL 1/S-200 1/2" EXP. MATERIAL PER CONTRACTOR CONC. SLAB ON GRADE PER PLAN v .,X X 4" O° E CONC. FOUNDATION WALL " " a " o WITH REINFORCING PER CHART ON SHEET S-210EE • CONT. 2x4 KEY OR VERT. 71 ZZ a Z U DOWEL PER DETAIL 9/S-202-od N CONC. FOOLING SEE PLAN EQ. 8" EQ. & SCHEDULE FOR SIZE AND REINFORCEMENT SEE PLAN AND SCHEDULE M TYP. SLAB ON GRADE EXT. WALL W/ SIDING OR 2" MAX ADHERED VENEER 1/2° EXP. MATERIAL PER CONTRACTOR DRIVE WAY BY OTHERS. 24" (MAX) 3 VERIFY W/ ARCH. CONIC. SLAB ON GRADE PER PLAN SLOPE PER ARCH. 24° � 24" I CONT. 2x4 KEY OR #4 r DOWELS 0 24" O.C. l " r 5 — — — — �\ o� I N ° GRADE BEAM AND , Ld N BEAM POCKET BEYOND IF REQUIRED PER PLAN ° CONC. FOUNDATION WALL NTH REINFORCING PER U CHART ON SHEET S-210 a CONT. 2x4 KEY OR VERT. • d � DOWEL PER DETAIL 9/S-202 W CONC. FOOLING SEE PLAN EQ. 8° EQ. & SCHEDULE FOR SIZE AND REINFORCEMENT SEE PLAN AND SCHEDULE TYP. GARAGE WALL AT GARAGE DOOR OPENING ALLI� STRUCTURALEI LCYrDAE:August 12, 2022 LL O z O m m F LLI X ts) Lu X —A v � lu z O pLy o 3 Lu z Q ORIGINAL 155UE 0 DATE: 05-I5-2022 REVI510N(5): xx-xx-xxxx 13 O u w m 0 Z } Q f 0 Z Q N O 0 O Lu UA z O z Lu O w z lu � Q N zz O LL 4 2 SHEET # m N ry O N O N O TOP OF AREAWAY WALL E NOTES: 1. ASSUMED EFP = 60 PCF 2. ASSUMED SBC = 1500 PST 3. NORMAL WT. CONIC. F'c = 3500 PSI W/ MIN. AIR ENTRAINMENT OF 6% 1 1% PER ACI 318 4.1.1 4. STEEL REINF. Fy = 60 KSI SEE AREAWAY GUARDRAIL BY OTHERS HANDRAIL BY OTHERS PROJECTION PER ARCH IF REQ. CONIC. BEAM WITHIN WALL BEYOND WHERE REQ'D. PER AREAWAY SCHEDULE #3 NOSING BARS, TYP. "� • ' ° CONIC. WALL BEYOND " , • e SEE ARCH L CONIC. TURNDOWN TO FROST W/ a v. v 5 1 2-#4 BOTT. SUPPORTED ON A , ®7" O.C. • N r �2 AITFx�" 6EE�P6CREiWT , 1 2- ODOWELS ®E.E. 1 /4 012° O.C. .-V V v �,' a L �\ L-------� Py2 \ \ I vs v e• v e -V e EXIT WELL WIDTH (X) AREAWAY SCHEDULE (60 PCF) BACKFILL EXIT WELL LENGTH (L) CONC. BEAM 0 TOP WALL VERT. WALL HORIZ. HEIGHT (H) WIDTH (X) WITHIN WALL REINF. REINF. 4'-0° MAX. 11'-6" MAX. NOT REM J4 0 24" O.C. J4 0 24" O.C. < 6' 6'-6" MAX. 15'-6" MAX. NOT REU D. #4 0 24' O.C. 14 012" O.C. 4'-0° MAX. 13'-0" MAX. NOT REM #4 0 24" O.C. #4 018° O.C. < 7' 5'-0' MAX. 15'-6" MAX. NOT REU'D. #4 0 24" O.C. 14 012" O.C. 4'-0" MAX. 15-6" MAX. NOT REM J4 018" O.C. J4 012" O.C. < 8' 6'-0" MAX. 18'-0" MAX. 8°x24" W/ 8-#4 HORIZ. PER S-210 PER S-210 CHART CHART 8'-0° MAX.PER S-210 PER S-210 CHART CHART 4'-0" MAX. 16'-6" MAX. 8"x24° W/ 10-#4 HORIZ. PER S-210 PER S-210 CHART CHART < 9' 6'-0" MAX. 18'-6" MAX. 8°00° W/ 14-J4 HORIZ. PER S-210 PER S-210 CHART CHART 8'-00 MAX PER S-210 PER S-210 CHART CHART 4'-0" MAX. 18'-0° MAX. 8"x30° W/ 14-#4 HORIZ. PER S-210 PER S-210 CHART CHART < 10' 6'-00 MAX PER S-210 PER S-210 CHART CHART SCALE: 3/4" = 1'-7 L — — — — — — — SEE AREAWAY \\\ 1 SCHEDULE & ARCH I \ 4" MIN. CONIC. SLAB ON GRADE e�v•e- ' , �vt L-------, a W/#4012"D.C.BOTT. \\\ I v SLOPE TO DRAIN • e PER ARCH. \ L-------- \ 0 FOOTING BEYOND, MAY STEP \ i O O 1e O O 0 O O 0 UP AS GRADE ALLOWS PER o 0 0 0 0 0` TYP. STEP FTG. DI — — —1 /�\ \ L \ \ CONIC. TURNDOWN TO FROST W/- 2-#4 GOTT. SUPPORTED ON A 12° WIDE x 4° DEEP POCKET W/ 2-g4 DOWELS M E.E. ELEVATION AA FLR. SYSTEM, SEE PLANS & DETAILS FOR MORE INFO. Y" EXP. MATERIAL PER CONTRACTOR BASEMENT WALL, FTG, & SLAB, SEE PLANS & DETAILS FOR MORE INFO. SECTION AA C STRAIGHT AREAWAY 1 1/4° CUR. TO VERT. 1 3/4° t CUR. 0 HORIZ. GUARDRAIL BY OTHERS • o e' I Z W � O G CONIC. BEAM NOT REQ'D. IN RETURN WALL, MAX. EXIT WELL DEPTH 8'-0" CONIC. FOUNDATION WALL, SEE AREAWAY 47 ' e SCHEDULE FOR REINF. Y� EXP. MATERIAL PER CONTRACTOR O 0 1 O EQ. 8° EQ. SEE PLANS & SCHEDULE CONT. 20 KEY OR o VERT. DOWEL PER DETAIL 2/S-210 a a a O W N N y zi SECTION AA C RETURNED AREAWAY GUARDRAIL BY OTHERS — TEMP. SHORING, BY OTHERS as 1 1/4° CLR. TO VERT. — O 1 3/4° CLR. TO HORIZ.J. O O 0 as EQ. 8° EQ. SEE PLANS & SCHEDULE ALLI� STRUCTURALEI PLOTDAE:August 12, 2022 GRADE BEAM POCKET BEYOND CONIC. BEAM 8° FROM TOP WITHIN WALL WHERE REQ'D. PER AREAWAY SCHEDULE CONC. FOUNDATION WALL, SEE AREAWAY SCHEDULE FOR REINF. )' EXP. MATERIAL PER CONTRACTOR CONT. 2x4 KEY OR o VERT. DOWEL PER DETAIL 2/S-210 a a N � O � a N BE W y N y TYPICAL AREAWAY DETAIL I I O O N a X ts)Lu K 3 X —A lu tu Lu 3 v � z O 1J O � 3 z Q ORIGINAL 155UE 0 DATE: 05-IS-2022 REVI510N(5): xx-xx-xxxx 13 O m F O z Q f 0 z Q N O w N w O R' w o_ Lu J F Lu z OLu z W < Lu U z z z � O � o v A w 2 SHEET # m N O N O N O CONCRETE FOUNDATION WALLS (ACI-332) MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING SYSTEM REINFORCING MAXIMUM x z SOIL CLASSES* AND DESIGN LATERAL SOIL (PSF PER FOOT OF DEPTH) STEM THICKNESS MAXIMUM WALL HEIGHT (FEET) UNBALANCED BACKFILL HEIGHT GW, GP, SW AND SP 30 GM, GC, SM, SM-SC AND ML 45 SC, ML-CL AND INORGANIC CL 60 0 x WALL REINF'G 3.5" TO 4" MORE THAN 4" MINIMUM WALL THICKNESS (INCHES) (FEET) 7.5 9.5 11.5 7.5 9.5 11.5 7.5 9.5 11.5 PLAIN CONC. WALL # 36" LONG4x ® 24" G.G. NOT REQUIRED 4 , 2' PC PC PC PC PC PC PC PC PC 3' PC PC PC PC PC PC PC PC PC 2' PC PC PC PC PC PC PC PC PC 3' PC PC PC PC PC PC PC PC PC � 5 0 U 4' PC PC PC PC PC PC PC PC PC z REINFORCED EXTEND ALL WALL VERTICAL EXTEND ALL WALL VERTICAL 3' PC PC PC PC PC PC PC PC PC WALL REBARS INTO REBARS INTO THE STEM THE STEM 6 4' PC PC PC PC PC PC PC PC PC 5' PC PC PC PC PC PC PC PC PC 4' PC PC PC PC PC PC PC PC PC PLAIN CONC. WALL, #4x36" LONG 24" O.C. NOT REQ'D. 5 PC PC PC PC PC PC PC PC PC 6' PC PC PC PC PC PC PC PC PC z 0 U 4' PC PC PC PC PC PC PC PC PC 8 z REINFORCED WALL EXTEND ALL WALL VERTICAL REBARS INTO EXTEND ALL WALL VERTICAL REBARS INTO 5' PC PC PC PC PC PC PC PC PC 6' PC PC PC PC PC PC PC PC PC THE STEM THE STEM 7' PC PC PC PC PC PC #4 ®22" PC PC 4' PC PC PC PC PC PC PC PC PC 5' PC PC PC PC PC PC PC PC PC 9 PLAIN CONC. WALL, #4x36" LONG 24" O.C. NOT REQUIRED 8' PC PC PC PC PC PC PC PC PC 7 PC PC PC PC PC PC #4 0 19" O.C. PC PC z 8' PC PC PC #4 0 19" PC PC #4 0 15" 1 #4 0 19" PC 4' PC PC PC PC PC PC PC PC PC a 5' PC PC PC PC PC PC PC PC PC z REINFORCED EXTEND ALL WALL VERTICAL EXTEND ALL WALL VERTICAL 6' PC PC PC PC PC PC PC PC PC 10 7' PC PC PC #4 0 24" O.C. PC PC #4 4D 16" O.C. PC PC WALL REBARS INTO THE STEM REBARS INTO THE STEM 6' PC PC PC #4 0 18" O.C. PC PC #4 0 13" O.C. #4 ® 17" O.C. PC 9' #4 ® 21" oc PC PC #4 ® 14" #4 49 16" PC #4 ® 10" #4 0 14" #4 ® 17" FOR Sk 1 INCH=25.4mm, 1 FOOT=3D4.8mm, 1 POUND PER SQUARE FOOT=0.0479 kPa, 1 POUND PER SQUARE FOOT PER FOOT=0.157 kPa/mm a. THE TERM "PC' REFERS TO CONCRETE WHERE NO VERTICAL REINFORCEMENT IS REQUIRED OTHER THAN WHERE HORIZONTAL REINFORCEMENT IS REQUIRED. b. SOIL CLASSES ARE IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. REFER TO TABLE R405.1 IN THE IRC. c. VALUES IN THIS TABLE ARE DERIVED IN ACCORDANCE WITH ACI 318-08 AND ACI 332-08 d. THIS TABLE IS APPLICABLE TO WALLS OF SPECIFIED HEIGHT, UNBALANCED BACKALL HEIGHT, EQUIVALENT FLUID PRESSURE OF SOIL, CONCRETE STRENGTH, AND THE YIELD STRENGTH OF REINFORCING. e. UNBALANCED BACKFILL HEIGHT IS THE DIFFERENCE IN HEIGHT OF THE EXTERIOR AND INTERIOR FINISH GROUND LEVELS. WHERE THERE IS AN INTERIOR CONCRETE SLAB, THE UNBALANCED BACKALL HEIGHT SHALL BE MEASURED FROM THE EXTERIOR FINISH GROUND LEVEL TO THE TOP OF THE INTERIOR CONCRETE SLAB. f. THE SIZE AND SPACING OF VERTICAL REINFORCEMENT SHOWN IN THE TABLE IS BASED ON THE A CONCRETE STRENGTH OF 3000 PSI AND THE USE OF REINFORCEMENT NTH A MINIMUM HELD STRENGTH OF 60,000 PSI. VERTICAL REINFORCEMENT WITH A MINIMUM HELD STRENGTH OF 40,000 PSI OR 50,000 PSI IS PERMITTED, PROVIDED THE SAME SIZE BAR IS USED AND THE SPACING SHOWN IN THE TABLE IS REDUCED BY MULTIPLYING THE SPACING BY 0.67 OR 0.93, RESPECTIVELY. g. VERTICAL REINFORCEMENT, WHEN REQUIRED, SHALL BE PLACED NEAREST THE INSIDE FACE OF THE WALL A DISTANCE d FROM THE OUTSIDE FACE (SOIL SIDE) OF THE WALL. THE DISTANCE d IS EQUAL TO THE WALL THICKNESS, t, MINUS 1.25 INCITES PLUS ONE—HALF THE BAR DIAMETER, db (d=t—(1.25+db/2). THE REINFORCEMENT SHALL BE PLACED WITHIN A TOLERANCE OF +/— 3/8 INCH WHERE d IS LESS THAN OR EQUAL TO 8 INCHES, OR +/— 1/2 INCH WHERE d IS GREATER THAN 8 INCHES. h. CONCRETE COVER FOR REINFORCEMENT MEASURED FROM THE INSIDE FACE OF THE WALL SHALL NOT BE LESS THAN 3/4 INCH. CONCRETE COVER FOR REINFORCEMENT MEASURED FROM THE OUTSIDE FACE OF THE WALL SHALL NOT BE LESS THAN 1-1/2 INCHES FOR NO. 5 BARS AND SMALLER AND NOT LESS THAN 2 INCITES FOR LARGER BARS. SOIL GROUP UNIFIED SOIL CLASSIFICATION SYSTEM SYMBOL SOIL DESCRIPTION GW WELL -GRADED GRAVELS, GRAVEL SAND MIXTURES, LITTLE OR NO FINES GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, LITTLE OR NO FINES SW WELL -GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES GROUP I SP POORLY -GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES GM SILTY GRAVELS, GRAVEL -SAND -SILT MIXTURES S'M SILTY SAND, SAND -SILT MIXTURES GC" CLAYEY GRAVELS, GRAVEL -SAND -CLAY MIXTURES SC CLAYEY SANDS, SAND -CLAY MIXTURES GROUP II ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CIAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PIAMCTTY C"L INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS 4' STEM 4" STEM WALL WALL Q � 1436' VERTICAL STEM RONF. REBAR 24' O.C. REINFORCED WALL Iv MORE THAN 4` M PLAIN CONC. WALL MORE THAN 4" REINFORCED WALL PLAIN CONC. WALL TYP. STEMWALL DETAIL , SCALE: N.T.S. STUD WALL. SEE PLAN FOR SIZE & SPACING. 3/4" T&G PLYWD. SUBFL FLOOR TRUSSES SEE PLA FOR SIZE, SPACING TEMPORARY BRACING PER CONTRACTOR REQUIRED IF BACKFILL IS PLACED PRIOR TO FLOOR INSTALLATION — STUD WALL SEE PLAN FOR SIZE & SPACING. 3/4' T&G PLYWD. SUBFL — FLOOR TRUSSES SEE PLAN FOR SIZE, SPACING — 2x4 NAILED TO TOP AND BOTT CHORD OF TRUSSES W/ 10d NAILS AT STRONG BACK LOCATIONS 2x6 STRONG BACKS 0 5-0" O.C. EXTEND FOR MIN. OF 3 TRUSS BAYS. NAIL TO 20 BLOCKING W/ MIN 3-10d NAILS TEMPORARY BRACING PER CONTRACTOR REQUIRED IF BACKFILL IS PLACED PRIOR TO FLOOR INSTALLATION 2x CONT. RIBBON P.T. SILL PLATE ANCHORAGE PER DETAIL 1/S-210 PERPENDICULAR TO FDN WALL 2x4 VERT. 016" O.C. TO MATCH LADDER TRUSS VERTICAL STUDS LADDER TRUSS W/ MIN. 2x4 VERTICAL STUDS 0 16" O.C. MAX. P.T. SILL PLATE ANCHORAGE PER DETAIL 1/S-210 I I 20 FLAT 0 EACH TRUSS VERTICAL. NAIL W/ 3-10d NAILS. 2x SILL PLATE BELOW I PLAN DETAIL as PARALLEL TO FDN WALL TYP. FLOOR SYSTEM AT BASEMENT WALL SCALE: 3/4" = 1'-0" 1 3/4' MIN. P.T. WOOD PLATE 1/2" 0 ANCHOR BOLTS 0 4'-0" O.C. & 12' MAX FROM PLATE ENDS OPT. NO. I P.T. WOOD PLATE 1/2` 0 EPDXY ANCHORS 0 4-0' O.C. & 12" MAX FROM PLATE ENDS 1 3/4" MIN. EQ., - OPT. NO. 3 4" MIN. SCALE: N.T.S. P.T. WOOD PLATE O z G W 0 a w P.T. WOOD PLATE 1/2" 0 SIMPSON "TITEN HD" 0 4'-O" O.C. & 12" MAX FROM PLATE ENDS 1 3/4" MIN. e: " EQ. EQ. POWDER ACTUATED FASTENERS, 0.162" DIA. PINS 012" O.0 EQ . 10 OPT. NO. 2 NOTES: 1. APPLIES AT ALL BEARING WALLS. 2. SEE SHEAR WALL SCHEDULE ON SHEET S-003 FOR MORE RESTRICTIVE REQUIREMENTS AT SHEAR WALLS. 3. PROVIDE FASTENER WITHIN 12' FROM PLATE ENDS, CORNERS, & SPLICES FOR ALL OPTIONS. TYP. WOOD PLATE TO CONC. (NON SHEAR WALL) 1. FOR UNBALANCED BACKFD,L HEIGHT OF < 4'-0" USE CONT. 2x4 KEYWAY. 2. FOR DESIGN PRESSURE OF UP TO 45 PCF AND BACKFILL HEIGHT OF MORE THAN 4'-0", USE MR KEY OR DOWELS SHOWN IN DETAILS. 3. FOR DESIGN PRESSURE MORE THAN 45 PCF AND BACUILL HEIGHT MORE THAN 4'-0', PROVIDE DOWELS SHOWN IN THE BELOW DETAIL. 1 1/2"x 3 1/2' CONT. KEYWAY. N PROVIDE 14 DOWELS. SPACING TO KEYWAY MATCH VERTICAL REBARS W/ MAX. DOWEL SPACING OF 24" O.C. TYP. WALL TO FOOTING JOINT SCALE: 3/4" = 1'-0" ALLI� STRUCTURALEI PLOTLIATE:August 12, 2022 IL O O N a )LI W X ts) Lu X -A lu 2 � v � z_ K O p o � 3 Lu z Lu ORIGINAL 155UE U DATE: 05-15-2022 REVI510N(5): XX-XX-XXXX O 0 W 0 O m F O Z Q f 0 z Q N z O w lD O Lu A W z oLu F w 0. Lu Lu w (� 0 Z W X 0 0 K � 4 W 2 SHEET # m (V ry O (V O N O " 20-1/2' MAXIMUM FOR FLOOR TRUSSES REQUIRED TO BE SPACED AT 24° O.C. " 15-3/4' MAXIMUM FOR FLOOR TRUSSES REQUIRED TO BE SPACED AT 19.2' FLOOR SIZE & TYPICAL 0 SCALE: 3/4" =1'-0" FLOOR SHEATHING PI GENERAL NOTES ON WALL BOTTOM PLATE CONTINUOUS WALL DBL. TOP PLATES ,,AB ON ONE OR BOTH SIDES OF SPACE AS NEEDED TO REDUCE SPAN BETWEEN TRUSSES. ATTACH TO TRUSS WITH 10d NAILS 0 4° O.C. VERSPACED TRUSS S-300 DRILL CORNERS TO PREVENT OVER -CUTTING W A a M EDGE NOTCH W DRILLED HOLE 'W" A° MAX. (25%) °D" MAX. W/ ONE STUD (40� °D" MAX. W/ TWO STUDS (60%) °E" MIN. 2x4 7/8" 1 3/8" 2 1/8" 5/8° 2x6 13/8" 21/8" 31/4" 5/8° 2x8 1 3/4' 2 7/8" 4 1/4" 5/80 NOTES: 1. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. 2. EDGE NOTCHES OR DRILLED HOLES OUTSIDE THE LIMITS OF THESE GUIDELINES, INCLUDING ALL CONDITIONS WHERE THREE OR MORE WALL STUDS IN A ROW ARE DRILLED OR NOTCHED SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. TYP. STUD PENETRATION LIMITS SCALE: 3/4' =1'-O" NOTE: CONTRACTOR SHALL LOCATE STUD PENETRATIONS PRIOR TO FULL ROUGH IN & PROVIDE ADDITIONAL WOOD POST, SEE STUDS AS NECESSARY TO AVOID REPAIRS. PLAN FOR SIZE NOTCH GREATER THAN 50% OF TOP PLATE WIDTH (SHOWN) OR BORED HOLE GREATER THAN 60% OF TOP PLATE WIDTH (NOT SHOWN) 2x CRIPPLES TO MATCH POST BELOW WOOD POST, SEE PLAN FOR SIZE WOOD POST CRIPPLES AT PLATES SCALE N T S. WALL TOP PLATES SPLICE LOWER I PLATE C STAGGER SPLICE 4'-0" MIN. 11 WALL STUD NOTES: 1. INSTALL TOP PLATES IN MINIMUM 8'-0" LENGTHS. 2. DO NOT SPLICE TOP PLATES IN WALL SECTIONS LESS THAN 8'-0" IN LENGTH. 3. PROVIDE MINIMUM (1) WALL STUD AT ALL TOP PLATE SPLICES. 4. LAP SPLICE ALL TOP PLATES AT WALL INTERSECTIONS. 5. SEE FASTENING SCHEDULE FOR CONNECTIONS. 6 TYPICAL TOP PLATE SPLICE 5-300 SCALE: 3/4" =1'-O" PROVIDE 16 GA. STRAPS AT EA. TOP PLATE, SIMPSON CS16 OR EQ. INSTALL PER MANUF. GUIDELINES Lt U MEP BY OTHERS PROVIDE ADD'L STUD AT EA. SIDE OF NOTCH, TYP. AT BEARING WALLS ONLY ,o TYPICAL TOP PLATE REPAIR 5-300 SCALE: 3l4" =1'-0" S 300 ELEVATION 1. NO BEARING 3° IN THIS 3' NOTE: AREA ELEVATION 1 ONLY APPLIES IF TRUSS/JOIST/RAFTER ARE NOT BEARING WITHIN STUD BAY OF CUT TOP PLATE. MEP BY OTHERS ELEVATION 2. MIN. (2) STUDS 0 KICKER MAX REACTION = 950 LBS. 2x BLOCKING W/ (3) 10d NAILS E.E. TO EXTEND (2) STUD BAYS 45' 2z KICKER W/ (3) 1/43-1/2° LONG SCREWS 0 TOP PLATE AND STUD, 8" MAX. SIMPSON SDS OR EQ. NOTE: PROVIDE 16 GA. STRAPS AT EA. TOP PLATE, SIMPSON CS16 OR EQ. INSTALL PER MANUF. GUIDELINES, TYPICAL. ALTERNATE TOP PLATE REPAIR SCALE: 3/4"=1'-0" WHERE ADD'L STUD CANNOT BE INSTALLED S 300 WALL STUDS FROM ABOVE FLOOR FRMG. NOT SHOWN FOR CLARITY WALL STUDS PER PLAN & SCHEDULE ' "'"r" TOP CONT. STUD S-300 JACK & KING STUDS FROM ABOVE CRIPPLES TO MATCH SIZE AND QTY. OF JACK & KING STUDS BELOW CONT. DOUBLE TOP PLATES G o< HEADER PER PLAN JACK & KING STUDS PER PLAN TYPICAL HEADER FRAMING SCALE: 3/4" =1'-0" IV/ BOTH PLATES CUT WALL STUDS PER PLAN & SCHEDULE 1P/ SINGLE CUT PLATE CONT. TOP PLATE S-300 PROVIDE (2) 16 GA, HEADER TO PLATE STRAPS, SIMPSON CS16, OR EQ. INSTALL PER MANUF. GUIDELINES HEADER PER PLAN JACK & KING STUDS PER PLAN PROVIDE 16 GA. HEADER TO PLATE STRAP, SIMPSON CS16, OR EQ. INSTALL PER MANUF. GUIDELINES I � G WALL STUDS PER PLAN & SCHEDULE HEADER PER PLAN JACK & KING STUDS PER PLAN TYP. HEADER W/ CUT TOP PLATE(S) SCALE: 3/4" =1'-01. S 300 FLOOR TRUSSES SPACED ® 16" O.C. TYP. COORDINATE STUD AND TRUSS PLACEMENT TO ALIGN ABOVE AND BELOW. 8'-0" FLOOR TRUSSES SPACED ® 19.2" O.C. TYP. COORDINATE STUD PLACEMENT TO ALIGN ABOVE & BELOW AND TRUSS PLACEMENT TO ALIGN WITH EVERY 6TH STUD. PROVIDE 2-2x4 CRIPPLES TO ALIGN WITH STUDS BELOW CRIPPLE NOT REQ'D. IF A TRUSS BEARING CENTERLINE IS WITHIN 3" OF STUD. 3° 8'-0" 011151mIm FLOOR TRUSSES SPACED ® 24" O.C. TYP. COORDINATE STUD PLACEMENT TO ALIGN ABOVE & BELOW AND TRUSS PLACEMENT TO ALIGN WITH EVERY 3RD STUD. PROVIDE 2-2x4 CRIPPLES TO ALIGN WITH STUDS BELOW N ID N N N 0 Fz U CONT. 20 TRUSS RIBBON PER FASTENING SCHEDULE ON S-003 OR 2x4 BLOCKING a BETWEEN TRUSSES W/ (4) a 10d TOE NAILS EACH END WALL STUDS FROM ABOVE CONT. DBL. TOP PLATES WALL STUDS PER PLAN & SCHEDULE CONT. 20 TRUSS RIBBON PER FASTENING SCHEDULE ON S-003 OR 2x4 BLOCKING BETWEEN TRUSSES W/ (4) 10d TOE NAILS EACH END WALL STUDS FROM ABOVE CONT. DBL. TOP PLATES WALL STUDS PER PLAN & SCHEDULE CONT. 2x4 TRUSS RIBBON PER FASTENING SCHEDULE ON S-003 OR 2x4 BLOCKING BETWEEN TRUSSES W/ (4) 10d TOE NAILS EACH END 8'-0. NOTE: CRIPPLES ARE NOT REQUIRED AT THE TOP FLOOR IF ROOF TRUSSES ARE NOT BEARING CRIPPLES ARE NOT REQUIRED AT THE TOP IF ROOF TRUSSES ARE NOT BEARING ON WALL ABOVE. TYP. CRIPPLES BTW. BRIG. WALLS SCALE: 3/4" = 1'-O" 7" N� N� WALL STUDS FROM ABOVE CONT. DBL. TOP PLATES WALL STUDS PER PLAN & SCHEDULE 1 S-300 7° 2—PLY BM. 3—PLY BM. 4—PLY BM. 4—PLY BM. OF ROWS 3 ROWS 3 ROWS 3 ROWS 2 ROWS FASTENER 12d (0.148'x3125") COMMON WIRE NAILS 12d (0.148°x3.25") COMMON WIRE NAILS �x6" WOOD SCREWS ) "O THRU BOLTS SPACING 12" O.C. 12" O.C. 12" O.C. 12" O.C. NOTES: 1. SCREWS TO BE SIMPSON SDS/SDWS, FASTEN —MASTER TRUSS—LOK—EWP, OR EQ. 2. CONNECTIONS ARE FOR UNIFORM LOADS ONLY. SEE MANUFACTURER'S SPECIFICATIONS FOR CONNECTIONS AT POINT LOADS. 3. FOR UNIFORM TOP LOADED BEAMS ONLY, THRU BOLT SPACING MAY BE 24" O.C. TYP. MULTI —PLY BM. CONNECTION SCALE: 3/4" =1'-O" 2 PLOTrATE:August 12, 2022 SEAL: I� } x w X O � 0 Q 2 v O 3 a z a O J z_ 0 ORIGINAL 155UE V DATE: 05-15-2022 RE\/I510N(5): 0 Ll W a a x a Q z w w x 0 w z Z z O N z 3 4 F_ SHEET # m N O N O N 2x BLOCKING ABOVE BEAM AS REQ'D. TO FILL POLY T FLOOR SHEATHING P GENERAL NOTES ON FLOOR TRUSSES, SE FOR SIZE AND SPACinv PLAN FOR SIZE TYPICAL BEAM THROUGH POCKET SCALE: N.T.S. 20 BLOCKING BETWEEN TRUSSES W/ (4) 10d TOE NAILS EACH END FLOOR SHEATHING PER GENERAL NOTES ON 5-002 — FLOOR TRUSSES, SEE PLAN FOR SIZE AND SPACING 2-20 CRIPPLES BETWEEN TRUSSES TO ALIGN WITH STUDS BELOW IF BEARING WALL ABOVE SILL OR WALL DEL. TOP PLATE 1/2" MAX. NOTE: CRIPPLES ARE NOT REQUIRED AT THE TOP FLOOR IF ROOF TRUSSES ARE NOT BEARING ON WALL ABOVE. TYPICAL INTERIOR BEARING 301 SCALE: 3/4" =1.-0., PIGGYBACK TRUSS 20 BLOCKING BETWEEN TRUSSES W/ (4) 10d TOE NAILS EACH END FLOOR SHEATHING PER GENERAL NOTES ON 5-002 — FLOOR TRUSSES, SEE PLAN FOR SIZE AND SPACING 2-20 CRIPPLES BETWEEN TRUSSES TO AUGN WITH STUDS BELOW IF BEARING WALL ABOVE SILL OR WALL DEL. TOP PLATE NOTE: CRIPPLES ARE NOT REQUIRED AT THE TOP FLOOR IF ROOF TRUSSES ARE NOT BEARING ON WALL ABOVE. LADDER TRUSS FLOOR SHEATHING PER GENERAL NOTES ON 5-002 FLOOR TRUSSES, SEE PLAN FOR SIZE AND SPACING. — 2x6 STRONGBACKS W 10'-0" O.0 MAX. CONNECTED PER FASTENING SCHEDULE ON 5-003 SILL OR WALL DEL. TOP PLATE PROVIDE 20 NAILER BLOCK W/ (2) 16d NAILS TOP & BOT. WHERE TRUSS VERTICAL DOES NOT EXIST 4B TYPICAL INTERIOR BEARING 4A TYPICAL TRUSS STRONGBACK -301 SCALE: 3/4"=1.-0., CONTINUOUS OR STAGGERED TRUSS S 301 SCALE: 3/4"=1.-0., 2x6 STUD WALL ABOVE & BELOW, f I I PLAN a a 2x4 BLOCKING BETWEEN TRUSSES 2x4 BLOCKING BETWEEN TRUSSES CONT. 2x4 TRUSS RIBBON PER SEE PLAN FOR SIZE & SPACING J I W/ (4) 10d TOE NAILS EACH END W/ (4) 10d TOE NAILS EACH END FASTENING SCHEDULE ON 5-003 FLOOR SHEATHING PER FLOOR SHEATHING PER FLOOR SHEATHING PER 20 FLAT VERTICALS 016" GENERAL NOTES ON 5-002 GENERAL NOTES ON 5-002 GENERAL NOTES ON 5-002 D.C. TO LADDER TRUSS VERTICALS W/ 4-16d NAILS FLOOR SHEATHING PERZ7 GENERAL NOTES ON 5-002 1/2" MAX. co co 71FOR FLOOR TRUSSES, SEE PLAN FLOOR TRUSSES, SEE PLAN FLOOR TRUSSES, SEE PLAN FOR SIZE AND SPACING SIZE AND SPACING FOR SIZE AND SPACING — FLOOR TRUSSES, SEE PLAN FOR SIZE & SPACING 2x6 STUD WALL, SEE PLAN FOR SIZE & SPACING TYPICAL 2x6 EXTERIOR WALL SCALE: 3/4" =1.-0., PARALLEL TO FLOOR TRUSSES STUD WALL SEE PLAI SIZE & SPACING FLOOR SHEATHING PI GENERAL NOTES ON STUD WALL SEE PLAI FOR SIZE & SPACIN( 2-20 CRIPPLES BETWEEN TRUSSES TO AUGN WITH STUDS BELOW IF BEARING WALL ABOVE WOOD BEAM, SEE PLAN FOR SIZE NOTE: CRIPPLES ARE NOT REQUIRED AT THE TOP FLOOR IF ROOF TRUSSES ARE NOT BEARING ON WALL ABOVE. TYPICAL DROPPED WOOD BEAM S-301 SCALE: 3/4" =1.-0., PIGGYBACK TRUSS CONT. WALL SILL PL DO NOT SPLICE PLATE WITHIN THE 2-STORY VOLUME. LADDER TRUSS W/ CONT. (NOT SPLICED) DBL TOP & BOTTOM CHORDS & 2x VERTICALS N 16" O.C. CONT. DBL WALL TOP PLATES. DO NOT SPLICE PLATES WITHIN THE 2-STORY VOLUME. TYP. INT. STAIR/ELEVATOR WALL SCALE: 3/4" FLOOR SHEATHING PER GENERAL NOTES ON 5-002 FLOOR TRUSSES, SEE PLAN FOR SIZE AND SPACING — METAL HANGERS PER TRUSS MANUFACTURER — WOOD BEAM, SEE PLAN FOR SIZE 9 TYPICAL FLUSH WOOD BEAM S-301 SCALE: 3/4" - r-O" TOP FLUSH 2-2x4 CRIPPLES BETWEEN NOTE: TRUSS CRIPPLES BETWEEN CRIPPLES ARE NOT REQUIRED AT THE TRUSSES TO ALIGN WSTUDS TOP FLOOR IF ROOF TRUSSES ARE TRUSSES TO ALIGN WSTUDS BELOW IF BEARING WALL ABOVE NOT BEARING ON WALL ABOVE. BELOW IF BEARING WALLALL ABOVE WOOD BEAM, SEE PLAN FOR SIZE SILL OR WALL DEL. TOP PLATE E5B TYPICAL DROPPED WOOOD BEAM 5A SCALE: 3/4"=1.-0., CONTINUOUS OR STAGGERED TRUSS S 301 NOTE: CRIPPLES ARE NOT REQUIRED AT THE TOP FLOOR IF ROOF TRUSSES ARE 2x4 BLOCKING BETWEEN TRUSSES NOT BEARING ON WALL ABOVE. W/ (4) 1Dd TOE NAILS EACH END 2-2x4 CRIPPLES BETWEEN FLOOR SHEATHING PER TRUSSES TO ALIGN NTH STUDS GENERAL NOTES ON 5-002 BELOW IF BEARING WALL ABOVE Li 1/2" MAX. FLOOR TRUSSES, SEE PLAN METAL HANGERS PER TRUSS FOR SIZE AND SPACING MANUFACTURER WOOD BEAM, SEE PLAN FOR SIZE 6B TYPICAL FLUSH WOOD BEAM S 301 SCALE: 3/4" = r-O" BOTTOM FLUSH SCALE: 3/4" =1'-O" NOTE: CRIPPLES ARE NOT REQUIRED AT THE TOP FLOOR IF ROOF TRUSSES ARE NOT BEARING ON WALL ABOVE. TYPICAL END BEARING FLOOR SHEATHING PER GENERAL NOTES ON 5-002 CONTINUOUS TRUSS, SEE PLAN FOR SIZE & SPACING CANT. SEE PLAN SILL OR WALL DBL. TOP PLATE S-301 TRUSS MANUF. TO DESIGN FOR ADD'L POINT PLF LOAD IF WALL ABOVE CONT. 2x4 TRUSS RIBBON PER FASTENING SCHEDULE ON 5-003 6A TYPICAL TRUSS CANTILEVER 5-301 SCALE: N.T S. 3 S-301 JALLIA STRUCTURAL ENGINEERS, INC. PLOT-DAlE:August 12, 2022 I SEAL: 11 -A i x _ w X O � 0 Q 2 v W O O F 3 Q a z_ a O W lu z 0 ORIGINAL 155UE V DATE: 05-15-2022 RE\/151ON(5): K O 0 W a O U m Q FQ 3 Q dl W F 0 O O z z w a 0 I SHEET # m N O N O N UNIT SEPARATION MATERIAL, DECKING PER ARCH. SEE ARCH FOR MORE INFO P.T. JOISTS PER PLAN ROOF FRAMING NOT ROOF FRAMING NOT P.T. WOOD BM. PER PI SHOWN FOR CLARITY SHOWN FOR CLARITY 2-1/2"0 THRU. BOLT. STUD WALL PER PLAN, TYPICAL I I I I IRE RED PER P. ER ARCH ROOF AT UNIT SEPARATION WALL ,0 SCALE: 3/4" = 1'-O" S 302 STUD WALL PER PLAN, TYPICAL FLOOR SHEATHING PER GENERAL NOTES ON 5-002 - FLOOR FRAMING NOT SHOWN FOR CLARITY UNIT SEPARATION MATERIAL, SEE ARCH FOR MORE INFO FLOOR FRAMING NOT SHOWN FOR CLARITY FIRE BLOCKING AS REQUIRED PER ARCH FLOOR AT UNIT SEPARATION WALL SCALE: 3/4" = 1'-O" STUD WALL PER PLAN — FLOOR SHEATHING PER GENERAL NOTES ON 5-002 FLOOR FRAMING NOT SHOWN FOR CLARITY 2x LEDGER ONE SIZE DEEPER THAN RAFTER DEPTH W/ (3) 16d NAILS AT EA. STUD METAL HANGER PER PLAN ROOF SHEATHING PER GENERAL NOTES ON 5-002 ROOF RAPIERS &CEILING JOISTS PER PLAN TOENAIL CEILING JOISTS TO LEDGER 2x LEDGER TO MATCH CEILING JOIST DEPTH W/ (2) 16d NAILS 0 24" O.C. MAX. TYP. LOW ROOF RAFTERS & C°J. 12 SCALE 3/4" = 1'-O" S 302 SCALE: 3/4" =1'-0" STUD WALL PER PLAN — FLOOR SHEATHING PER GENERAL NOTES ON 5-002 FLOOR FRAMING NOT SHOWN FOR CLARITY A35 CLIP TOP AND BOTT 0 EA STUD SIMPSON H2.5A TYP. 0 EACH JOIST SECTION S-302 2x8 LEDGER CONNECTED TO VERTICALS IN LADDER TRUSS W/ (2) 4" LONG SDS SCREWS 0 EVERY VERT MIN 16" O.0 CONNECT TRUSS TO TOP LEDGER WITH SIMPSON HGA10 OR EQ. METAL HANGER PER TRUSS MANUFACTURER ROOF SHEATHING PER GENERAL NOTES ON 5-002 z � o 2x8 BLOCKING BETWEEN STUDS CANT. WHERE HEADER NOT PRESENT, 2'-6° MAX. CONNECT TO STUDS WITH SIMPSON A35 OR EQ. AT EACH END ROOF TRUSSES PER PLAN SCALE: SCALE: 2x8 LEDGER CONNECTED PER DETAIL 1/S-300 TYPICAL BRACKET ROOF 3/4" = r-0" S 3 20 BLOCKING BETWEEN TRUSSES W/ (4) 10d TOE NAILS EACH END FLOOR SHEATHING PER GENERAL NOTES ON 5-002 — JOISTS PER PLAN, SCAB TO TRUSSES W/ 2 ROWS 16d NAILS 0 4" O.C. CONT. RIM BOARD PER GENERAL NOTES ON 5-002 CANT. SEE PLAN BACKSPAN 3(X) MIN. 11 FLOOR TRUSSES, SEE PLAN BEAN PER PLAN FOR SIZE AND SPACING. SILL OR WALL DBL TOP PLATE CANTILEVER SCAB TO TRUSS 3/4" =1'-O" STUD WALL SEE PLAN FOR SIZE & SPACING 3/4" T&G PLYWD. SUBFL FLOOR TRUSSES SEE PLAN FOR SIZE & SPACING WOOD BEAM PER PLAN - SCALE: 3/4" =1'-O" CONT. 1 1/4' TIMBER STRAND BOARD. NAIL PLYWD. SUBFL TO TIMBER STRAND W/ 10d NAILS 0 6° O.C. & NAIL TO 20 SCAB W/ 3-16d NAILS. 20 CRIPPLE NAIL TO TO SUBFL W/ 3-16d NAILS. FLOOR SHEATHING NAILS: 8d NAILS 0 6' TO BE PROVIDED ONLY 0 JOIST W/ HOLD DURA-DEK WATERPROOF MEMBRANE ON j" T&G PLYWOOD SHEATHING (SLOPE MIN. r PER FT.) SEE ARCH, IPLAN FOR ADA INFO. TYP OVERBUILD SLOPE W/ 2X6s SCABBED TO EACH JOIST W/ 16d NAILS 0 80 O.0 OR OVERBUILD W/ x x RIGID INWILA110N TERRACE JOISTS SEE PLAN FOR SIZE & SPACING LUS28-2 OR EQ LOFT TERRACE S-302 WALL STUDS - SEE PLAN FOR SIZE & SPACING SIDING. SEE ARCH. DWGS. CUT SIDING AT LEDGER. SIMPSON °DTT2Z° W/ 1/2° 0 SIMPSON "HDG° as THREADED ROD W/ NUTS & WASHERS (REFER TO MANUF. GUIDE LINES FOR INSTALLATION) ONE AT El AND ONE IN THE MIDDLE P.T. DECKING P.T. SYP #2 FLOOR 72° MIN. a JOISTS. SEE PLAN FOR SIZE & SPACING FLOOR TRUSS BLOCKING PANEL BETWEEN JOISTS 2x P.T. SYP 12 LEDGER ATTACHED W/ (2) 8d NAILS CONNECTED TO BAND BOARD ON EA. SIDE TO EA. TRUSS PER DETAIL 6/5-302 PROVIDE 3/4" BACKER BLOCK ON EA. SIDE OF LAST BLOCKING PANEL W/ (2) ROWS 8d NAILS 0 6" O.C. LATERAL DECK CONNECTION SCALE: 3/4" = 1'-O" 4 FASTENERS, EACH END OF LEDGER BOARD OO OO OO OO LO Om OO TYP. SPACING ® 0 INTERIOR FASTENERS 2 ROWS STAGGERED ELEVATION as 5 S-302 5 1/2" MIN. FOR 2x8 6 1/2" MIN. FOR 2xI0 7 1/2" MIN. FOR 202 M JOIST SPAN UP TO 6'-0' UP TO 8'-0" UP TO 10'-0" UP TO 12'-0" UP TO 14'-0' UP TO 16'-0" FASTENER BAND BOARD MAXIMUM ON CENTER SPACING OF FASTENERS (IN.) 1 r OR I J" ENP 24° 18" 14" 12° 10" 9° RIM BOARD LAG SCREWS 2x LUMBER 30° 23° 18" 15° 13° 11" 1 1" OR I r EWP 24° 18" 14" 120 10" 9" RIM BOARD THROUGH BOLTS 2x LUMBER 36" 36" 34" 29" 24° 21" 1 r OR I r ENP 18° 13" 11° 9" B" 7° RIM BOARD SDS WOOD SCREWS 2x LUMBER 19" 14" 11° 9" 89 7° NOTE: LAG SCREWS - TO BE MINIMUM 1/2" DIA. WITH MINIMUM 1/20 PENETRATION BEYOND RIM BOARD. INSERT SCREWS BY TURNING ONLY, NO IMPACT. THROUGH BOLTS - TO BE MINIMUM 1/2" DIA. WOOD SCREWS - TO BE MINIMUM 1/4" DIA. WITH LENGTH SUFFICIENT TO PENETRATE THROUGH RIM BOARD. USE SIMPSON SDS SCREWS OR EQUAL. 9 DECK LEDGER - CONNECTION S-302 SCALE: 3/4" S-302 STUD WALL PER PLAN — FLOOR SHEATHING PER GENERAL NOTES ON 5-002 FLOOR FRAMING NOT SHOWN FOR CLARITY 2-26 CRIPPLES WHERE LEDGER CONNECTION DOES NOT ALIGN WITH TRUSS VERTICALS SCALE: SCALE: 3/4" =1'-0" P.T. WD. BEAM. W/ (2) 1/2°0 THRU. BOLTS. SEE PLANS FOR BM. SIZE. N ID N N N O z F U W n 20 BLOCKING BETWEEN ROOF TRUSS TOP CHORDS w a ROOF SHEATHING PER GENERAL NOTES ON S-002 ROOF TRUSSES PER PLAN METAL HANGER PER TRUSS MANUFACTURER 2x8 LEDGER CONNECTED PER DETAIL 1/5-300 TYPICAL LOW ROOF S-302 7/16" OSB SHEATHING W/ METAL CUPS (SIMPSON PSCL OR EQ.) 0 24° O.C. NAIL SHEATHING TO TRUSSES W/Sd NAILS 4" O.C. M PANEL EDGES & IN FIELD. r� r 3° NEW PRE -FABRICATED ROOF TRUSS. SEE PLANS FOR SPACING. COORDINATE ROOF TRUSS PROFILE W/ ARCH. DWG'S ANCHOR. TYP. P.T. POST. SECTION 3/4" =1'-0" TYP. CONNECTION OF DECK WD BEAM & P.T. POST @ R SCALE: 3/4" =1'-0" ROOF SHEATHING PER NOTES ROOF TRUSSES SEE PLAN HURRICANE ANCHOR, SIMPSON H2.5A OR EQ. WOOD BM. & FILLER SEE PLAN FOR SIZE. POST CAP SIMPSON AC6 OR EQ 6x6 P.T. POST SECTION 3 S-302 PLOTDATE:August 12, 2022 SEAL: Ill G -A J X - w X � O � 0 Q 2 v O F 3 Q a z a O J lu 0 ORIGINAL 155UE V DATE: 05-15-2022 REVI510N(5): F SHEET # m N O N O N FLOOR SHEATHING PER GENERAL NOTES ON 5-002 FLOOR FRAMING NOT SHOWN FOR CLARITY FLOOR GIRDER TRUSS OR BEAM PER PLAN CONNECT HANGING PLYWD./OSB TO BEAM W/ 16d NAILS 0 6" O.C. EACH WAY 2x LEDGER TO MATCH JOIST DEPTH CONNECTED PER DETAIL 1/5-300 FACE MOUNT HANGER TO MATCH JOIST DEPTH, SIMPSON "LUS" OR EQ. FLOOR SHEATHING PER GENERAL NOTES ON 5-002 2-PLY 3/4" PLYWD./OSB o GLUED & NAILED TOGETHER W/ 4d NAILS 0 6" O.C. EACH WAY, NAIL FROM ALTERNATING SIDES LANDING JOISTS PER PLAN LOW STAIR LANDING AT GIRDER SCALE: 3/4" =1'-0.1 S 303 FLOOR SHEATHING PER GENERAL NOTES ON 5-002 FLOOR FRMG. NOT SHOWN FOR CLARITY WOOD BEAM PER PLAN NOTE: SEE ARCH FOR SIZE & QTY. OF STEPS. STAIR STRINGER CONNECTED TO WD. BM. SLOPED HUC HANGER OR EQ CONT. 4-PLY 3/4° PLYWOOD/OSB BEAM, GLUED AND SCREWED TOGETHER W/ #10 SCREWS 3° LONG ® 4° O.C. EACH WAY FROM ALTERNATING SIDES — DO NOT OVERCUT AT CORNERS. SMOOTH SAWCUT, TYP. LANDING JOISTS PER PLAN PROVIDE 2-2x POST UNDER STRINGER BEAM 10'-0" MAX. SECTION SIMPSON RBC Cl SIMPSON F CAP OR E( DOUBLE SR H2.5A CUP BEAM UNDER WALL PER ATTACH BEAM TO WALL T( W/ (2) H2.5A CLIP SCALE: 3/411=1'-0" 5-303 CSHP-18 STRAF FLOOR SHEATHING PER GENERAL NOTES ON 5-002 WOOD BEAM PER PLAN FLOOR FRAMING NOT SHOWN FOR CLARITY SIMPSON RBC C FLOOR SHEATHING PER GENERAL NOTES ON 5-002 LANDING JOISTS PER PLAN SIMPSON EPCZ CAP OR EQ FACE MOUNT HANGER TO MATCH JOIST DEPTH, SIMPSON "LUS° OR EQ. STAIR LANDING AT BEAM SCALE 3/4" = l'-O" S-303 SCALE: 3/4" = T-O" SCALE: 3/4" = T-O" H2.5A CUP VJL VVVULL !/11V11LI "1/1LL JIVVJ LI\V OF 48" LONG DOUBLE TOP PLATE. VJL UWULL I /11V11 LI IUMLL JI VUJ LI\U OF 48" LONG DOUBLE TOP PLATE. ATTACH 2X4 STRONG BACKS AT EACH STUD TOP AND BOTTOM EXTEND BACK A MIN OF (2) TRUSSES. ATTACH NAILERS TO TRUSSES TO NAIL STRONG BACKS TO. LOFT WALL ELEVATION @REAR TERRACE ATTACH 2X4 STRONG BACKS AT EACH STUD TOP AND BOTTOM EXTEND BACK A MIN OF (2) TRUSSES. ATTACH NAILERS TO TRUSSES TO NAIL STRONG BACKS TO. LOFT WALL ELEVATION @ FRONT TERRACE 2 S-303 N ID N N N zz b w a w Ln ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTEATE:August 12, 2022 SEAL: Tl__G } x w X O � 0 Q W O 3 Q a z_ a' O J z 0 ORIGINAL 155UE V DATE: 05-15-2022 REVI51ON(5): a' O w O U w m Q F Q Flu 0 O O z z w a 0 O a w d 0 K a w z z O_ F a o ® ^� Cl z � a p w z Q z o Z Q N Z Q Q L o w SHEET # OPTION 1: CONTINUOUS LATERAL BRACING (CLB� THIS FORM OF BRACING IS USED IF THERE ARE FOUR OR MORE SIMILAR TRUSSES WITH SIMILAR WEB CONFIGURATION IN A ROW TO RUN LATERAL BRACING. CONTINUOUS LATERAL BRACING CONSISTS OF DIAGONAL AND CONTINUOUS 2x4s TO DESIGNATED WEBS PER APPROVED ROOF TRUSS SHOP DWG'S. SECURE TO WEB WITH (2) 10d NAILS. "DIAGONAL" OR 'END' ANCHORAGE IS REQUIRED TO STABIUZE THE LATERAL BRACING. (SEE HIB-91 BOOKLET & SUMMARY SHEET FOR ADDITIONAL INFORMATION ON DIAGONAL BRACING). ROOF SHEATHING % DIAGONAL BRACE / / N CONTINUOUS LATERAL BRACE o ROOF TRUSS WEB CEILING DIAPHRAGM SCALE: 3/4" =1'-0" z PIGGY -BACK TRUSS 2x4 LATERAL BRACES 0 2'-0" O.C. MAX. OR AS NOTED ON INDIVIDUAL TRUSS DESIGN PER TRUSS MANUF. 20 DIAGONAL BRACES NAILED TO TOP CHORD OF EA. TRUSS W/ (2) 10d NAILS. ZIG-ZAG BRACES 0 45- +/- IT FOR FULL LENGTH OF BUILDING. OMIT AT HIP ROOFS. 20 SCAB W/ (12) 101 NAILS (6 NAILS EACH END) OPTION 2: "T" BRACE THIS FORM OF BRACING IS USED IF THERE ARE LESS THAN FOUR SIMILAR TRUSSES IN A ROW OR LESS THAN FOUR DESIGNATED WEBS IN A ROW TO RUN LATERAL BRACING. A "T` BRACE CONSISTS OF A 20 THAT IS APPROXIMATELY 2/3 OF THE DESIGNATED WEB LENGTH. SECURE TO WEB WITH 10d NAILS 0 100 O.C. TO FORM A "T" SHAPED CROSS-SECTION (THRU. WEB). ROOF SHEATHING "T" BRACE — ROOF TRUSS WEB CEILING DIAPHRAGM TRUSS BRACING NOTES: 1. UNLESS NOTED OTHERWISE, DIAGONAL AND CONTINUOUS HORIZONTAL LATERAL BRACING IS REQUIRED AT 15'-0" O.C. MAX. AND AT EACH SHEARWALL LOCATION (PERPENDICULAR TO TRUSSES), & AT EACH CONTINUOUS LATERAL WEB BRACE SPECIFIED ON APPROVED TRUSS SHOP DRAWINGS. PROVIDE ADDITIONAL PERMANENT TRUSS BRACING AS NOTED ON ROOF FRAMING PLANS. 2 MINIMUM ANCHORAGE OF 20 CONTINUOUS LATERAL BRACE AND DIAGONAL BRACE SHALL BE (2) 16d OR (3) 10d NAILS AT EACH TRUSS CROSSING, UNLESS OTHERWISE NOTED OR APPROVED. 3. DIAGONAL BRACES SHALL BE ONE PIECE CONTINUOUS OR SPLICING PROCEDURE SHALL BE APPROVED BY THE ENGINEER. DIAGONAL BRACES SHALL TERMINATE WITHIN 6" OF SHEATHED TRUSS CHORD AND SHALL ENGAGE A MIN. OF (3) TRUSSES. 4. INTERVAL BETWEEN CONTINUOUS LATERAL BRACES SHALL BE H/3 WHEN 2 ROWS OF BRACES ARE REQUIRED, WHERE "H° DENOTES THE LENGTH OF WEB MEMBER. TYP. WEB BRACING 11 Y 201- 0M,qk . �Q 20 DIAGONAL CROSS BRACING NAILED TO TRUSS WEB, MATCH CENTERLINE SPACING OF BOTTOM CHORD BRACING 2x4 CONTINUOUS HORIZONTAL & DIAGONAL BOTTOM CHORD LATERAL BRACING, TYP. TRUSS BOTT. CHORD EXTERIOR SIDE WALL EQ Ea EQ *,PX� xl*SpPN 15'-0" MAX., TYP. — EXTERIOR END WALL OR GABLE TRUSS TRUSS BRACING NOTES: 1. UNLESS NOTED OTHERWISE, DIAGONAL AND CONTINUOUS HORIZONTAL LATERAL BRACING IS REQUIRED AT 15'-0" O.C. MAX. AND AT EACH SHEARWALL LOCATION (PERPENDICULAR TO TRUSSES), & AT EACH CONTINUOUS LATERAL WEB BRACE SPECIFIED ON APPROVED TRUSS SHOP DRAWINGS. PROVIDE ADDITIONAL PERMANENT TRUSS BRACING AS NOTED ON ROOF FRAMING PLANS. 2. MINIMUM ANCHORAGE OF 2x4 CONTINUOUS LATERAL BRACE AND DIAGONAL BRACE SHALL BE (2) 16d OR (3) 10d NAILS AT EACH TRUSS CROSSING, UNLESS OTHERWISE NOTED OR APPROVED. 3. DIAGONAL BRACES SHALL BE ONE PIECE CONTINUOUS OR SPLICING PROCEDURE SHALL BE APPROVED BY THE ENGINEER. DIAGONAL BRACES SHALL TERMINATE WITHIN 6" OF SHEATHED TRUSS CHORD AND SHALL ENGAGE A MIN. OF (3) TRUSSES. 4. INTERVAL BETWEEN CONIINUOUS LATERAL BRACES SHALL BE H/3 WHEN 2 ROWS OF BRACES ARE REQUIRED, WHERE "H" DENOTES THE LENGTH OF WEB MEMBER. TYPICAL PIGGYBACK SPLICE TYP. BOTTOM CHORD BRACING SCALE: 3/4" - V-0" S 310 SCALE: 3/4" - V-0" S 310 SECTION AA SCALE: 3/4" ROOF SHEATHING EXTEND ROOF SHEATHING BACK 5'-0" MIN. 2x4 BLOCKING BETWEEN OUTRIGGERS CANT. 2'-0' MAX. 20 OUTRIGGERS 0 24" O.C. W/ (2) 12d TOE NAILS TO TRUSS & 2x4 RIM BOARD AT EACH END TRUSS MANUF. TO DESIGN GABLE END TRUSS FOR SHORTER HEIGHT TO ACCOMMODATE OUTRIGGERS CANT. 1'-O" MAX. 2x4 BLOCKING 0 24" O.C. W/ (2) 12d TOE NAILS TO TRUSSES AT EACH END NOTES: 1. SEE ARCH. FOR EAVE DIM. AND GABLE HT. OPTION 2 2. GABLE END BRACING NOT SHOWN. TYP. GABLE TRUSS UPPER EAVE SCALE 3/4" - V-0" S 310 TYPICAL ROOF NOTES: 1. SEE ARCH. FOR ROOF CONFIGURATION, HEEL HEIGHT, AND PITCH. 2. ROOF TRUSS MANUFACTURER TO VERIFY TIE -DOWN FOR UPLIFT REACTIONS AND SPECIFY CONNECTION DETAILS FOR GIRDER TRUSSES AND ALL OTHER TRUSSES THAT EXCEED THE CAPACITY OF THE CONNECTOR SHOWN. SCALE: 3/4" =1'-0.. ROOF SHEATHING PER GENERAL NOTES ON S-002 ROOF TRUSSES PER PLAN HURRICANE ANCHOR, SIMPSON H2.5A OR EQ. SILL OR WALL DBL. TOP PLATE TYPICAL END BEARING N ID N N N 0 z b w 0 a w Ln < 1 S-310 2x12 TO BE ATTACHED W/ (2) 10d x 3° NAILS INTO ROOF CONNECTING RAFTERS TO TRUSSES 2x12 RAFTERS 0 24" O.C. GABLE END TRUSS WITH FASTEN RAFTER TO LEDGER H2.5A HURRICANE VERTICALS 016' O.C. WITH (3) 101 TOE NAILS ANCHOR TYP. — ROOF SHEATHING PER (3) 2x8 HEADER — GENERAL NOTES ON S-002 2x4 ROOF RAFTERS & 20 CLG, NOTE: 2x6 KNEE WALL JOISTS 0 16" O.C. FASTENED DESIGN ROOF TRUSSES FOR ADD'L TOGETHER W/ (3) 10d NAILS 20 PSF OIL AT FALSE DORMER 2x6 LEDGER W/ )/4'0xVf SIMPSON SIDS SCREWS OR EQ. 0 32" O.C. STAGGERED z ATTACH DBL BOTTOM PLATE TO EACH TRUSS TOP CHORD W/ (2) STUD WALL PER PLAN SIMPSON "SDWS22600D8" CANT. 1'-6" MAX. NOTES 1. SEE ARCH. FOR EAVE DIMENSION FASTEN CLG. JOIST TO BOTTOM AND GABLE HEIGHT. 2. GABLE END BRACING NOT SHOWN. CHORD WITH (3) 10d TOE NAILS TYP. GABLE TRUSS LOWER EAVE SCALE 3/4" - V-0" S-310 / DORMER W/ SHED ROOF SCALE: 3/4" = T-O" as ROOF SHEATHING �/ � PROVIDE Fl0.D FRAMED 2z "L" BRACE OVERBUILD ROOF TRUSSES SECTION AA PER TRUSS MANUF. DESIGN AT ONE 0 24° O.C. FASTEN TO 6'-0" < H < 9'-0" SIDE W/ 16d NAILS 0 6" O.C. FOR TRUSS BELOW W/ (3)10d / FULL LENGTH OF TRUSS NAILS 0 24" O.C. ROOF SHEATHING PER GENERAL NOTES ON S-002 — _ — — — — — — _ _ _ _ _ _ — — — — — — — PROVIDE HELD FRAMED 2x I" BRACE SECTION AA PER TRUSS MANUF. DESIGN AT EACH CONTINUOUS 9'-0" < H < 12'-0" SIDE W/ 16d NAILS 0 6" O.C. FOR FULL LATERAL BRACE, SEE / LENGTH OF TRUSS TRUSS SHOP DWGS ROOF TRUSSES PER PLAN BEVELED SHIM PLATE, TYP. as TYPICAL OVERBUILD FRAMING TRUSS MANUF. SHALL DESIGN GABLE TRUSS PERMANENT BRACING FOR WIND LOADS SPECIFIED ON THE DESIGN CRITERIA ON SHEET S-001 ROOF TRUSSES PER PLAN PROVIDE IN TOE NAILS 0 6" O.C. STUD WALL PER PLAN TYP. GABLE TRUSS BRACING SCALE: 3/4" =1'-0" WOOD BEAM, SEE PLAN FOR SIZE METAL HANGER PER TRUSS MANUF. TYPICAL ROOF NOTES: 1. SEE ARCH. FOR ROOF CONFIGURATION, HEEL HEIGHT, AND PITCH. 2. ROOF TRUSS MANUFACTURER TO VERIFY TIE -DOWN FOR UPLIFT REACTIONS AND SPECIFY CONNECTION DETAILS FOR GIRDER TRUSSES AND ALL OTHER TRUSSES THAT EXCEED THE CAPACITY OF THE CONNECTOR SHOWN. TYPICAL FLUSH WOOD BEAM S 310 SCALE: 3/4" =1'-0.. 2 S-310 S-310 ALLIANCE STRUCTURAL ENGINEERS, INC. PLOTEAE:August 12, 2022 SEAL: LLLI } x X O � 0 Q v O F 3 a z O J i z_ 0 ORIGINAL 155UE V DATE: 05-15-2022 RE\/I510N(5): K O w O U w m Q F Q lu W 0 0 0 0 z w a 0 SHEET # m N N O N END LENGTH I I I I END LENGTH SCALE: 3/4" =1'4" METAL STRAP SPACED AT 12" FROM WALL ENDS & 48" O.C. BETWEEN "SIMPSON CS18 OR EQ.° WITH FULL NAILING PER MANUF. SPECIFICATIONS EXTEND STRAP OVER WOOD BEAM OR SOLID WEB BLOCKING AT STEEL BEAM SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" LENGTH III I END SOLID BLOCKING AT STRAPS WALL STUDS, SEE PLANS & SCHEDULE SOLID BLOCKING AT STRAPS LENGTH Ff I, WALL STUDS, SEE PLANS & SCHEDULE SOLID BLOCKING AT SPLICE WALL TOP PLATES HEADER FOR OPENING, SEE PLANS & SCHEDULE ALL SHEATHING SPLICES TO OCCUR OVER A COMMON STUD. — AND KING STUDS, PLANS & SCHEDULE D 1'-0" SILL / PLATE, FASTEN R SHEAR WALLSC SCHEDULE TYPICAL EXTERIOR SHEATHING AROUND OPENINGS HEADER FOR OPENING, SEE PLANS & SCHEDULE/ WHERE NOTED ON PLAN ONLY METAL STRAP, SIMPSON °CS16" OR EQ. W/ 8d NAILS IN ALL HOLES, END LENGTH=14" JACK AND KING STUD , SEE PLANS & SCHEDULE WHERE NOTED AS FORCE -TRANSFER CONTINUOUS IF 4'-0" OR LESS I `RUN STRAP CONTINUOUS IF 4'-0" OR CONTINUOUS IF 4'-0" OR LESS I I RUN STRAP IF 4'-0" OR TYPICAL EXTERIOR STRAPS AROUND OPENINGS 3B IN LIEU OF SHEATHING AROUND OPENINGS S 410 WHERE NOTED AS FORCE -TRANSFER ADDITIONAL FRAMING FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING MEMBER DIRECTLY ABOVE 0 16" O.C. ALONG CONTINUOUS ALONG LENGTH SHEAR WALL PANEL 2-16d NAILS EACH SIDE SHEAR WALL PANEL 2-16d NAILS EACH SIDE OF SHEAR WALL PANEL (TWO EACH CHORD) 8d ® 6" O.C. ALONG SHEAR WALL PANEL METAL STRAP SPACED AT 12" FROM WALL ENDS & 48" O.C. BETWEEN "SIMPSON TS22 OR EQ." WITH FULL NAILING PER MANUF. SPECIFICATIONS SILL PLATE, FASTEN PER SHEAR WALL SCHEDULE e• ADDITIONAL FRAMING 2-16d NAILS EACH SIDE MEMBER DIRECTLY BELOW (TWO EACH CHORD) SHEAR WALL PANEL cd co 03 co TOE NAIL 3-8d NAILS AT / TRUSS EACH BLOCKING MEMBER CHORDS / \ BLOCKING IBETWEEN /TRUSSES \ / 2x4 VERT. / SILL PLATE, FASTEN PER \ NAILER PL. / SHEAR WALL SCHEDULE — — PLAN VIEW AA co cctt FULL HEIGHT BLOCKING ® 16" O.C. ALONG 2-16d NAILS EACH SIDE SHEAR WALL PANEL TYPICAL INTERIOR SHEAR BLOCKING e• 8d ® 6" O.C. ALONG SHEAR WALL PANEL METAL STRAP SPACED AT 12" FROM WALL ENDS & 48" O.C. BETWEEN "SIMPSON CS18 OR EQ.° WITH FULL NAILING PER MANUF. SPECIFICATIONS SILL PLATE, FASTEN PER SHEAR WALL SCHEDULE FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF SHEAR WALL PANEL STUD WALL FRAMING PER PLAN FLOOR FRAMING NC SHOWN FOR CLARIT STUD WALL FRAMING PER PLAN BLOCKING AT PANEL EDGES \ / a NAILS PER SCHEDULE, DO NOT OVERDRIVE CONT. EXTERIOR SHEATHING PER GENERAL NOTES & SCHEDULES TYP. EXT. SHEATHING LAP SPLICE SCALE: 3/4" = T-0" STUD WALL FRAMING PER PLAN z FLOOR FRAMING o z NOT SHOWN N FOR CLARITY 25 w z W STUD WALL FRAMING PER PLAN S-410 NOTE: TO REDUCE VERTICAL STRAPS BULGING AT THE FLOOR LINES DUE TO BUILDING SETTLEMENT AND SHRINKAGE, ALLIANCE RECOMMENDS THE FOLLOWING: 1. INSTALL STRAP ON THE INSIDE OF THE BUILDING 2. INSTALL STRAPS AFTER DRYWALL HAS BEEN LOADED INTO THE BUILDING 3. INSTALL STRAPS STRAIGHT AND TIGHT 3/8° TO 7/16" SHEATHING GAP AT FLOOR SYSTEM METAL STRAP SPACED AT 12" FROM WALL ENDS & 4'-0" O.C. BETWEEN, SIMPSON CSHP18 OR EQ. INSTALL PER MANUF. SPECIFICATIONS CONT. EXTERIOR SHEATHING PER GENERAL NOTES & SCHEDULES TYPICAL FLOOR STRAPS SCALE: 3/4"=1'-0" IN LIEU OF EXT. SHEATHING LAP SPLICE STUD WALL FRAMING PER PLAN FLOOR FRAMING NC SHOWN FOR CLARIT STUD WALL FRAMING PER PLAN FLOOR SCREW & TAKE-UP WASHER SPACED AT 12" FROM WALL PLATE ENDS & 4'-0" O.C. BETWEEN, SIMPSON "SDWF-TUW OR EQ. INSTALL PER MANUF. GUIDELINES 3/8" TO 7/16" SHEATHING GAP AT FLOOR SYSTEM PROVIDE MIN. 30 PENETRATION THRU TOP PLATES CONT. EXTERIOR SHEATHING PER GENERAL NOTES & SCHEDULES TYPICAL FLOOR SCREWS SCALE: 3/4"-T-10° IN LIEU OF EXT. SHEATHING LAP SPLICE 213 S-410 S-410 o II FLOOR FRAMING o z NOT SHOWN N a FOR CLARITY � I SHEAR WALL MIN. (3) 2x STUDS 0 WALL END WHERE NOTED ON PLAN ONLY: HOLD DOWN STRAP, IF DETAIL IS REFERENCED BUT NO SIZE IS GIVEN, USE SIMPSON CSHP-18 VERT. BLOCKING TO MATCH STUDS N ID N N N O z b w n O a w a PLOTCATE:August 12, 2022 SIMPSON STRAP END FASTENER HOLD DOWN LENGTH SIZE STRAP CSHP20 9° 8d COMMON CSHP18 11" Bd COMMON CS16 AN 8d COMMON CS14 19" Bd COMMON CMSTCI6 25" 12d COMMON CMST14 34" 12d COMMON NOTE: INSTALL PER MANUFACTURER'S SPECIFICATIONS NOTE: TO REDUCE VERTICAL STRAPS BULGING AT THE FLOOR LINES DUE TO BUILDING SETTLEMENT AND SHRINKAGE, ALLIANCE RECOMMENDS THE FOLLOWING: 1. INSTALL STRAP ON THE INSIDE OF THE BUILDING 2. INSTALL STRAPS AFTER DRYWALL HAS BEEN LOADED INTO THE BUILDING 3. INSTALL STRAPS STRAIGHT AND TIGHT @ WOOD WALL TO WOOD WALL ACROSS FLOOR SYSTEM n MIN. (3) 2x STUDS 0 WALL END AL WHERE NOTED ON PLAN ONLY: HOLD DOWN ANCHOR, IF DETAIL IS REFERENCED BUT NO SIZE op ° IS GIVEN, USE SIMPSON HDU5 EDGE DISTANCE AT EXT. CORNER PSON [HOLDDOWN CHOR ANCHOR BOLT 0 ANCHOR EMBEDMENT ANCHOR EDGE DISTANCE HDU2 5/8° 6" 5" HDU4 5/8° 6" 5' HDU5 5/8" 6" 5" HDU8 7/8' 8" 10" HDU11 1" 10" 14" HDU14 1" 12" 18" NOTE: INSTALL PER MANUFACTURER'S SPECIFICATIONS @ WOOD WALL TO CONC B SHEAR WALL EDGE DISTANCE AT INT. CORNER TYPICAL SHEAR WALL END SCALE: 3/4" - 1'-0" S-410 SEAL: } x w X O � 0 Q v 4.1 O 3 n z O J z_ 0 ORIGINAL 155UE V DATE: 05-15-2022 RE\/I510N(5): O w a a x a Q z w w x 0 z z O zz 4 0 I x SHEET # �( 0 N O N PROVIDE HEADER -TO -JACK -STUD STRAP PER TABLE TYP. ON BOTH SIDES OF OPENING. (INSTALL ON BACKSIDE AS SHOWN ON SIDE ELEVATION) CONT. 7/16" OSB SHEATHING FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) SECTION EE IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN 24" OF MID -HEIGHT. MIN. 1- JACK & 1-STUD NAILED W/. 16d NAILS 0 4° O.C. ONE PLY TO ANOTHER (TYP-) WOOD STRUCTURAL PANEL SHEATHING - a.) STUD WALL BELOW OPTION: FLOOR -TO -FLOOR -STRAP SIMPSON CMSTCI6 W/MIN. 20" END LENGTH OR EQ. b) CONIC. WALL BELOW OPTION: SIMPSON °STHDI4RJ" STRAP OR EC EE EXTEND THE HEADER CONTINUOUS OVER FULL LENGTH OF SIDE WALLS OF GARAGE USE CONT. TOP PLATE W/ MIN. 2-2x12 OR AS PER CONTRACT DWG'S. WHICHEVER IS BIGGER. 1000 LB. HEADER -TO -JACK -STUD STRAP SIMPSON CS20 W/MIN. 24" END LENGTH OR EQ. ON BOTH SIDES OF OPENING (TYP.) (INSTALL ON BACKSIDE AS SHOWN ON SIDE ELEVATION) — MIN. 3"x11 1/4' NET HEADER / CALLED ON / PLAN WHICHEVER GREATER 2x CRIPPLE STUDS 0 16" O.C. V z CONT. 7/16" OSB SHEATHING, FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) WOOD BLOCKING MIN. (2) 20 OR (2) 2x6 W/ 16d NAILS 0 3" O.C. IN EACH PANEL EDGE MIN. 2 JACKS NAILED W/. 16d NAILS @ 4° z O.C. ONE PLY TO ANOTHER (TYP.) 2'-18' FINISH WIDTH a.) STUD WALL BELOW OPTION: FLOOR -TO -FLOOR -STRAP SIMPSON CMSTCI6 W/MIN. 20' END LENGTH OR EQ. b) CONIC. WALL BELOW OPTION: SIMPSON "STHDI4RJ" STRAP OR EC APA NARROW BRACING WALL DETAIL 2 SCALE: 3/4" = 1'-O" RAISED LEFT SINGLE PORTAL S 401 SCALE: EXTENT OF HEADER WITH SINGLE (RIGHT SIDE) PORTAL FRAME (ONE BRACED WALL PANEL) EXTENT OF HEADER WITH SINGLE (LEFT SIDE) PORTAL FRAME (ONE BRACED WALL PANEL) I• I• I' I' I' EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) 2'-18' ROUGH WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL J EXTEND THE HEADER CONTINUOUS OVER FULL LENGTH OF SIDE WALLS OF N GARAGE USE CONT. TOP PLATE W/ MIN. 2-202 OR AS PER CONTRACT N DWG'S. WHICHEVER IS BIGGER. N 1000 LB. HEADER -TO -JACK -STUD STRAP SIMPSON CS20 W/MIN. 24° o END LENGTH OR EQ. ON BOTH SIDES OF OPENING (TYP.) (INSTALL ON z BACKSIDE AS SHOWN ON SIDE ELEVATION) GLu EE y MIN. 3"x11 1/4° NET HEADER / CALLED ON o PLAN WHICHEVER GREATER , /► C L4I /�• SA GIN L RONDE HEADER-TOLn -JACK-STUD a STRAP PER TABLE TYP. ON BOTH PLOTCATE:August 12, 2022 SIDES OF OPENING. (INSTALL ON BACKSIDE AS SHOWN ON SIDE ELEVATION) 1 • • _ _ — CONT. 7/16" OSB SHEATHING, 1 o :.1 �. �, FASTEN SHEATHING TO • ' z 2x CRIPPLE STUDS M 16° O.C. _ s w HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN � N -CONT. 7/16" OSB SHEATHING, FASTEN SHEATHING TO Z AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS AND F ? - HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS x SILLS) (TYP.) SHOWN AND 3" O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP) o WOOD BLOCKING MIN. (2) 2x4 OR (2) 2x6 W/ 16d E C T I 0 N NAILS 0 3" O.C. IN EACH PANEL EDGE MIN. 2 JACKS NAILED W/. 16d NAILS ® 4" 0 O.C. ONE PLY TO ANOTHER (TYP.) 1: IF PANEL SPLICE IS NEEDED IT 1. SHALL OCCUR WITHIN 24" OF — — — — MID -HEIGHT. MIN. 1- JACK & 1-STUD 2'-18' FINISH WIDTH NAILED W/. 16d NAILS 0 4" O.C. ONE PLY TO ANOTHER N �N (TYP.) WOOD STRUCTURAL PANEL SHEATHING APA NARROW BRACING WALL DETAIL "\—a.) STUD WALL BELOW OPTION: 1 FLOOR -TO -FLOOR -STRAP SIMPSON RAISED RIGHT SINGLE PORTAL S 401 CMSTC16 W/MIN. 20' END LENGTH OR EQ. b) CONC. WALL BELOW OPTION: SIMPSON "STHDI4RJ° STRAP OR EQ. 000 LB HEADER TO STUD STRAP ON BOTH OF OPENING OPPOSITE OF SHEATHING, ON CSHP18 OR EQ. 01 L •I•I• MIN. 3°x11 1/4° NET HEADER. STEEL HEADER NOT ALLOWED. •1 1.1• 01.1 1.10 •1 1:1- MIN 1000 LB HEADER TO FASTEN TOP PLATE TO •1'1 'I' FASTEN SHEATHING TO HEADER WITH 8d COMMON OR "I 1.1• JACK STUD STRAP ON BOTH HEADER NTH TWO 1 1 1"1' GALVANIZED BOX NAILS AT 3° GRID PATTERN AS SHOWN •1 1.1• SIDES OF OPENING OPPOSITE ROWS OF 16d SINKER .101 �1 101� SIDE OF SHEATHING, s NAILS AT 3° O.0 TYP. MIN 1000 LB HEADER TO SIMPSON CSHP18 OR EQ. JACK STUD STRAP ON BOTH •1*1 *10 MIN 1000 LB HEADER TO JACK STUD STRAP ON BOTH •I 1.10 3 SIDES OF OPENING OPPOSITE •101 101' SIDES OF OPENING OPPOSITE SIDE OF SHEATHING, �I 1010 SIDE OF SHEATHING, •.1 1.1' SIMPSON CSHP18 OR EQ. •1 1.1• SIMPSON GSHP18 OR EQ. 1 •� �•1• = s MIN. )¢° WOOD -- •— -'1' MIN. DOUBLE 2x4 FRAMING (2 JACK STUDS) COVERED WITH —'— —'— •.1 I.1• MIN. DOUBLE 2x4 POST (KING STRUCTURAL PANEL 1 1 1 MIN. 3/8° THICK WOOD STRUCTURAL PANEL SHEATHING .1.1 1.1• & JACK STUD) NUMBER OF SHEATHING MIN. DOUBLE 2x4 POST (KING WITH 8D COMMON OR GALVANIZED BOX NAILS AT 3° O.C. STUDS PER PLAN a & JACK STUD) NUMBER OF IN ALL FRAMING (STUDS, BLOCKING & SILLS) TYP. STUDS PER PLAN 4 — A .--A-- ------ MIN. 1000 LB HOLD DOWN DEVICE (EMBEDDED INTO CONCRETE & NAILED INTO FRAMING) SIMPSON STHD8 OR EQ. SCALE: 3/4" = T-O" I•I• IF NEEDED, PANEL SPLICE EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN MIDDLE :1. 24" OF PORTAL HEIGHT. ONE ROW OF 3' O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. MIN. 3500 LB STRAP -TYPE HOLD DOWNS (EMBEDDED INTO CONCRETE & NAILED INTO FRAMING) SIMPSON STHD14 OR EQ. MIN. (1) -5/8° DIA ANCHOR BOLT WITH 2"x2°0/16" STL PLATE WASHER MIN. REINFORCING OF FOUNDATION ONE #4 BAR TOP & BOTTOM OF FOOTING. LAP BARS 15' MIN. MIN. FOOTING SIZE UNDER OPENING IS 12"x12". A TURNED DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS 0 " L 1 L� ELEVATIONS n MIN. 100C (EMBEDDE NAILED IN SIMPSON SECTIONS n TYPICAL APA PORTAL FRAME WITH HOLD DOWN 3 S-401 1_ SEAL: II I -A x- x O i 0 Q 2 v J W O O 3 Q a z_ a O w J Z 0 ORIGINAL 155UE V DATE: 05-15-2022 RE\/I510N(5): O Ll w 0 0 a w x w a Q z w w x 0 w z Q z Z O N z_ 4 . _ F SHEET # m N O N O n