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HomeMy WebLinkAboutElby Lnlip MiTek' RE: TTH27-33 - Site Information: Customer Info: Starlight Homes Lot/Block: 27-33 Address: ., . City: Zephyrhills Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: TTH27-33 Model: 7 Plex Subdivision: Tyson State: Florida MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.6 Wind Code: ASCE 7-16 Wind Speed: 150 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T30850233 C1A 6/20/23 15 T30850247 T06A 6/20/23 2 T30850234 C3A 6/20/23 16 T30850248 T07 6/20/23 3 T30850235 CA 6/20/23 17 T30850249 T07A 6/20/23 4 T30850236 CJ3 6/20/23 18 T30850250 T09 6/20/23 5 T30850237 EJ5 6/20/23 19 T30850251 T10 6/20/23 6 T30850238 HJ5 6/20/23 20 T30850252 T10A 6/20/23 7 T30850239 T01 6/20/23 21 T30850253 T11 6/20/23 8 T30850240 T02 6/20/23 22 T30850254 V01 6/20/23 9 T30850241 T03 6/20/23 23 T30850255 V02 6/20/23 10 T30850242 T04 6/20/23 24 T30850256 V03 6/20/23 11 T30850243 T04A 6/20/23 25 T30850257 VO4 6/20/23 12 T30850244 T05 6/20/23 26 T30850258 V05 6/20/23 13 T30850245 T05A 6/20/23 27 T30850259 V06 6/20/23 14 T30850246 T06 6/20/23 28 T30850260 V07 6/20/23 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2025. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. `,1111 a 1111��� PQU I N V ., No 68182 =-v: �x: STATE OF 4J sS�ONA\-e%%o• �41►111111"t Joaquin VcIc, PE 1o.68182 MiTek Inc. DB.1 MiTek IS9 FL Cert 6634 16023 Swingley Ridge Rd. Chesterfield. MO 63017 Date: June 20,2023 Velez, Joaquin 1 of 2 qr it N INDEX GENERAL NOTES: 3 -- LOT 27-PULSAR'OR'�,�` 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR (,3n FL O. t.it SLAB PLAN *0` FL 1.12 FLOOR PLAN '0' JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO FL 1.12.1 FLOOR PLAN OPTIONS THE BUILDER. FL4.12 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHANA MPS. ELEVATIONS Ft 5.13 ROOFPIONs'' 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED, FL 5.13.1 i ROOF PLAN'O' FL s.12 UTILITY PLANS'a 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL IK.,�, �•� LOT 28 - PULSAR 'LR' ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. b 1L FL 0.1.8 SLAB PLAN t• 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. ..✓y ^ (},4 FL 1.9 FLOOR PLAN 1' 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES O• , FL 1.9.1 FLOOR PLAN OPTIONS WHERE APPLICABLE. FL 4.9 SECTIONS FL 5.9 ELEVATIONS t' 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A FL 5.13.8 ROOF PLAN'U WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. FL 6.9 UTILITY PLANS •L• 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY LOT 29 - PULSAR 'KR' AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND TYSON FL 0.1.7 SLAB PLAN W STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1121NCH 11 GAUGE NAILS HAVING A 7/16 INCH FL 1.8 FLOOR PLAN HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME FL FL ( ) .8.1 FLOOR PLAN OPTIONS APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION 2020 RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET 4 5.8 SECTIONS 5.6 ELEvarloNs x• GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED FL FL 5.13.7 ROOF PLAN 'K' AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE FL6.8 UTILITY PLANS'M THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER LOT 30 - PULSAR 'A' FLORIDABUILDING CODE EDITION (2020) RESIDENTIAL IN ACCORDANCE WITH ASTM C 92E. 7-PLEX A 11. CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2 (2020). NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER FL 0.1 SLAB PLAWN SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. FL 1.1 FLOOR PUN 12. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N.E.C. 2017, F.B.C.R. - FL 4.1.1 FLOOR PI -AN OPTIONS FL 4.1 sEcnanls 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. FL 5.1 ELEVATIONs'A' 13. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW FL 5.13 ROOF PLAN A MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FL6A UTILITY PLANS'A 14. ASPHALT SHINGLES IF APPLICABLE): LOTS 27 3 3 LOT 31 - PULSAR 'M WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO FL FLAB PLAN rr UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING 1.10 FL .tFLOOR PLANO WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE It OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FL 1.10.1 FLOOR PLAN OPTIONS FL 4.10 SECTIONS FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE FL 5.10 ELEVATIONS M' IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FL5.13.9 ROOF PUN M• 15. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL - PLAN 1386 PULSAR SF TOTAL BUILDING SF FL 6.10 UTILITY PUNS M. RELATED SUB SECTIONS. LOT 32 - PULSAR 'E 16. UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL NAME AREA NAME AREA FL FLAB PLANK EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR FIRST FLOOR 588 SF FIRST FLOOR 4858 SF t2 FL 1.2 FLOOR PLAN E FL FLOOR PLAN OPTIONS THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, SECOND FLOOR 1798 SF SECOND FLOOR 6525 SF 4.2.1 FL .2 sEDnoNs TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR HEATED 1386 SF HEATED 11383 SF FL 5.2 ELEVATIONS 13 TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS FL 6.13.1 ROOF PLAN •e• OF THE SUBDIVISION, PROVIDED THAT NOOWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITHIN ANY UNREASONABLE i FL 6.2 UTILITY PUNSa MANNER. GARAGE 226 SF GARAGE 1771 SF LOT 33 - PULSAR 'N' 17. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING PORCH 32 SF PORCH 249 SF ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING .1 FL FLPLAN DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. PATIO/COV. PORCH 80 SF - PATIO/COV. PORCH 640 SF FL 1. .11 FLOOR LAN•N N OR PLAN 18. STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 7.11.4.1 THRU 7.11 A.4 AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND FL 1.71.1 FLOOR PLAN OPTIONS ( ) UNHEATED 338 SF UNHEATED 2660 SF FL4.11 SECTIONS DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NO. EXCEED 18 FT. IN EITHER DIRECTION FL 6'11 ELEVATIONSN• OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE FL5.13.10 ROOF PUN'M EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. FL 6.17 UTILITY PLANS'N 19. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR 7-PLEX BUILDING - A DIRECTIONS, AND AROUND ROOF OPENINGS. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY Ao.1.SUB PERIMETER PUN 7-PLEX OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL A I'I.2 SLAB PERIMETER PLAN 7-PLEX FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. A t i FIRST FLOOR PLAN 7-PLEX A 1.1.1 FIRST FLOOR PLAN 7-PLEX 20. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION A2.1 SECOND FLOOR PLAN7-PLEX INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. A2.1.1 SECOND FLOOR PLAN 7-PLEX 21. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT A.1 ELEVATIONS 7-PLEX ALL WORK SHALL C01�4PLY A 5.1.1 ELEVATIONS 7-PLEX THE TIME OF APPLICATION FOR PERMIT. WITH PREVAILING A 5.1.2 ELEVATIONS 7-PLEX MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, CODES FLORIDA BUILDING A 5.1.4 ELEVATIONS 7-PLEX OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL CODE, NATIONAL A 5.1.3 ELEVATIONS 7-PLEX A 5.1.5 ROOF PLAN 7-PLEX WORKING SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. ELECTRIC CODE; A 5.1.6 ROOF PLAN 7-PLEX DUCTS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26 THE GARAGE AND DUCTS PENETRATING THE WALLS OR ISHALL I(0.48 AND THE CITY RAGE.GARAGE GAUGE MM) SHEETS EEL OR OTHER APPROVED MATERIAL ANDN HAVE NO OPENINGS INTO HE GARAGE. DETAIL SHEETS OF ZEPHYRHILLg ORDINANCES FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO D-1 DETAILS CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. D-2 DETAILS AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING D-3 DETAILS COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE D-4 DETAILS APPLICABLE PROVISIONS OF SECTIONS M1411.3. D-5 DETAILS THIS PROJECT MUST COMPLY WITH: 2020 FLORIDA BUILDING CODE RESIDENTIAL - 7TH EDITION, FLORIDA FIRE Q PREVENTION CODE 7TH EDITION (THIS INCLUDES THE FLORIDA SPECIFIC EDITION OF 2018 NFPA 1 UNIFORM FIRE CODE, REVIEW DATE "`� 13D,2016EDITION, STANDARD FOROTHE INS ALL?TIONOFSPRINK ER SYSTEMS NLONE- ANDIRE TWO- AIMICzLYDWELLINGSA CITY OF ZEPHYRHI AND NFPA 70,2017 EDITION, NATIONAL ELECTRICAL CODE. NFPA 72,2016 EDITON, FIRE ALARM ANTD URED SIGNALLING CODE. N PA 90A, 22018 EDITION, STANDARD OR HE (INSTALLATION OF AIR-COND TTONNG PLAN EXAMINER AND VENTILATING SYSTEMS. 2020 FLORIDA BUILDING CODE ENERGY CONSERVATION, 7TH EDITION. 2020 FLORIDA BUILDING CODE MECHANICAL, 7TH EDITION, 2020 FLORIDA BUIDLING CODE PLUMBING, 7TH EDITION. 2020 FLORIDA BUILDING CODE FUEL GAS, 7TH EDITION. OCCUPANCY: RESIDENTIAL - R3 CONSTRUCTION TYPE: VB-PROTECTED, SPRINKLED ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. O 2022 Starlight Homes I LAST REVISION I SHEET NO: T-1 f V-11. ILA Y GENERAL FOUNDATION NOTES: THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY, SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING -TYPICAL. SLOPE GARAGE FLOOR 1/6• PER FOOT TO GARAGE DOOR OPENING, VERIFY CURB CUT SLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. TYP STOOP AT INSWINGSLIDER DOORS: 36' DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 I LINE OF FRAMED WALL ABOVE LOT 27 310 10-0" 9'-41n" PATIO SLAB oia m 4" MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE ` UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CONCRETE. s✓ IV-10 //2" T-9 - 4 to � +.. w a ARAGE SLAB 12" " REINFORCE PER LOCAL - CODE AND ENGINEER5 SPECIFICATIONS _ F2 w a i 6' 101-7" a-7" s 6" CURB AT EXTERIOR wk6 GARAGE WALLS,SEE STRUCTURAL F1 — FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS PORCH SLAB 1'-71/2' 1 V-7" V-7 12" 6-1" RENFORCE PER LOCAL 18' tM CODE AND ENGINEER'S SPECIFICATIONS 7 to r, SLAB PLAN 'O' AT 2'1134 LAYOUT W =1'-0" AT 11' X 17" LAYOUT ISSUE DATE: 05.25.2022 FOR REVIEW I REVISIONS: I These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes I LAST REVISION I O )�,aj 11611&1 o X ti z LLI N J a CL H a PL O SHEET NO: FL 0.1.11 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL B PROTECTED WITH ONE (1) LAYER 12• GYPSUM BOARD. GARAGEAiOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 54r TYPE "X• GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 12" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 512'X54-SIZE), 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SUDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ASV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS LOT 27 i 16.1 rt 6'•11' 12'-9' WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR r LOCATION 3�osH 3o5osH 'EGRESS ill I I WIC ; OWNER'S 8'-/"CLG. BED I I I O. BA 8'-1"CLG. 'I II B-1"CLG. o 2'-4 /2" 10''4 12' a 2468 - 712" t2" 3'-212' �66 c' °" l`i m .42' 11 _ iEEK) < m - 2468 " I 1 I Y� 8 HVAC I b 14 �/ VANrfY I " �n BA 2 in 8'-1" CLG. Z WIC 2468 b __--- Y N N _ 2468 5'-312" 4'$ 12• 3'-10" 5'-IT BED 2 BED 3 8'-1"CLG. 8'-1"CLG. I 1 'EGRESS 'EGRESS 4'-912' wry ter. 4'-11' 4'-8' �5.-312' WALL OF ADJACENT 9-11 1/2- 1 UNIT, SEENGS CFOROMPOSITE /9' t -8' MEWLDRAWIOCATION 712" SECOND FLOOR PLAN ELEV 'O' � b 1 a.1 17-81 2' VERIFY 312' 10'-0' 9'41/2' PATIO P/C 4'-7177 B'4012' 6'.1 6068 .G.O. 3050 SH 3050 SEE OPT. ATRIUM DOOR ON SHEET 1 FAMILY RM $ 1Z 9'-912" X-910 3'-612" P a,S— N 2B68 HANDICAP ACCESS 28681 rT'l1 KITCHEN -= I 16 O_ REFte _ _O _ O N -- 114-i 1 V-7• 9' - --- .42 11 28M SLOPING ® -- up- - GARAGE N O ^ ENTRY 9'•1" CLG. b, SOFFIT, SEE EXTERIOR ELEV 9 SH 2'-112" 3'-fi' 2'-512 PORCH 8070 SECTIONAL 6'-0• 1'-2 '-912 8'-0• I'91211' 1 V-7' 19'$' FIRST FLOOR PLAN ELEV 'O' 1/4' - i'4Y AT 22X34" LAYOUT 1/8" - V-0" AT 11" X 17" LAYOUT LOCATION IN FIELD ALL OF ADJACENT NIT, SEE COMPOSITE r y FOR I OCATIONCATION II I 1 LINE OF CLIPPED CLG. y 'Al 4 WALL WHT. 4100 Ird WALL OF ADJACENT 7 11UNIT SEE COMPOSITE DRAWINGS FOR LOCATION C3 - m J i O= Q ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are rat to be utilized for construction, or copied in part or in whole without permission from the builder. O� 2022 Starlight Homes LAST REVISION / JST SPED Alilb Q O Z LJJ N a -j to ti0 J 1 j U. SHEET NO: FL 1.12 C3 — w J E O I Q ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: LOT 27 12 12 e� �5 These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from Fl40HP1_ti1. — — the builder. © 2022 Starlight Homes zNo FI_wowHT. _ _ _ _ _ _ _ _ — _ _ — LAST REVISION BED 2 OWNER'S BED ? m 2ND FLOOR FIN. FIR — — — — — .. 1 ST FLOOR PL HT. — — — — —`r 1 T FL 11V HT. ENTRY m� . O ro� m n ❑ b MAINTAIN MIN, FAMILY RM 17R O - 713/32' F-9" HEIGHT AT FRONT (1♦__t SLFL-QOR FIN. F .R. OF WATER CLOSET 4000 r, BUILDING SECTION 'O' 1'-0 AT 22"X34' LAYOUT 1/8" -1'-0" AT 11' X 17" LAYOUT CM W N Ui a F- r:. O 8 o U N SHEET NO: FL 4.12 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 W SOLDIER COURSE E5 EROWLOCKCOURSE E7 IFYPON OR EQUIVALENT LOWERED VENT, SIZE AS NOTED E9 !CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST IBE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 !FINER CEMENT SHAKE SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS E13 !FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS E15 FSER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 11X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED Ell FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ZN�COR PL. HT. 2yD-ELwQw. KT. 12 �. 21� FIAOR F �Jr1 zND Ft. wow 2rm FLOC /ST FLOOR P 1ST F4_W2w Q" FLOOR F LOT 27 2ND FLOg-RI Q1ST FLGORi r, FRONT ELEVATION 'O' i/4' m 1'-0' AT 22"X34" LAYOUT V6" = 1'-P AT 11" X 17' LAYOUT r, REAR ELEVATION 'O' V4" -0" PAT 22"X34" LAYOUT 1/8" = 1'-0' AT i i' X 17- LAYOUT ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. C 2022 Starlight Homes LAST REVISION _1,��1► fry.. / 0 2 .J W N O H a� W ti0 W SHEET NO: FL 5.12 W x CD J i 0 Q 1— LOT 27 ISSUE DATE: 05.25.2022 FOR REVIEW L 4.1 r REVISIONS: TIGHT RAKE � ; AREA1 f ; I These drawings are the — :..... property of Starlight j Homes and are rat to be i sq utilized for construction, or i_ i = copied in part or in whole without permission from the builder. © 2022 r Starlight Homes j' LAST REVISION I ��f f� `` rr►i i���t - ....r RIDGE LAST S I o 0 #j I. ROOF VENT CALL. ELEV. 'O'` Nerve Area AREA 1 848 SF 1/300 RATIO AT HIGH&LOW 1/750 RATIO AT HIGH eLOW 202.96 ins 1405.92 in2 Cl QM o LOMANCO -D, INSTALL PER MANUFACTUpRER INSTRUCTIONS. Q LOCATION 1?ER BUILDER A, `� J J (n fey L 5:12 5:12 O oY 10'-5' 9'-11' qd r, ROOF PLAN 'O' i/4' = 1'-0' AT 22'X34' LAYOUT 1/B' - t'-0' AT 11' X 17' LAYOUT SHEET N0: FL 5.13.11 LCL L VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SHA x C� * N J � Q Q o F-. o ISSUE DATE: LOT 271 PAT-1- NP/GFl. A!C COND. o Alc _ He i WP/GFI '.( _ •._� a -- 05.25.2022 FOR REVIEW REVISIONS: WI - '- gg E \ � FAMILY RM 6 1,0 B E i) .*TV I 'j Q- - ANAS @ d p= ,,GG,, / • REQUIRED PER 0,-'C A STATE AND •/ - LOCAL BUILDING lens _ -'' ' CODE i F,f These drawings are the property of Starlight Homes and are not to be v j DISHWASHER DISPOSAL KIf1}'a �; \ utilized for construction, or copied in part or in whole w without permission from + the builder. @ 2022 a= a 6F1 _ _ 7( VP � E € + HVAC MICROWAVE GFI - €' SERVICE ®{, PANEL ' o s Starlight Homes g LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS CF"i •s' ) + '.i 1{` trl s + €TOLIGHT/ SWITCH LESS j B QW i i72-0' -LLU' REC.IFREQ/ "„ © SWITCHTO ! ( ABOVE F \ WATER HEATER -' 'O SERVICE PANEL @@ `� I- - SIZE AND LOCATION m� LAST SAVED BY: S ; € �y ;-y% 1 = / PERBUILDERS c ZIGHTIN K: SPECIFICATIONS AND LOCAL CODES 7 ELECTRIC METER `_ SION TELEVISION KEYLESS (� B 3:, N SERVICE 80% Js t (J� BED 2 /GFI DOOR OPENER 3P NGHVANRY T ° 8/SE C.BBiET '+ CARNET i �71W-P]/GFI' I CM `•�/ In 3 s 5 - -----------4HB - C a SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W-P.OUTLET REWIRED NEAR AIG CONDENSER (NOT SHOWN) ti OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 1OL-0" FIRST FLOOR PLAN 1O1 2 1'AT ;;X.- LAYOUT = V-0' AT 11' X 17' LAYOUT 1 114". V 0' AT 22"%34' LAYOUT =1'-0" AT 11" X 1 T LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCH. CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCp AS REWIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. D+rtE —T {�'"'"'°° WEATHERPROOF OR DIwIEzounET tB clw.Es �zz+O NOUNIE(1 Bf,ANDESCFNi Lzurt wxruAE PusHBunaN svmcN (FnovQE ADEOLMIE suPPORn G cEzva FAN • ALL EXHAUST FANS SHALL HAVE SACKDRAFT DAMPERS. a ffl DROUNDiAULT cll€culr-mTEflwm€En h ea ++sv 9401� °ETEcreN WALLYOLNTED NCANOES(.FNT CT HMDNANED AND MiEP, - FAWUGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED 'SU ITABLE FOR WET OR DAMP LOCATIONS.* DUPIE%OUTIET r`' f Lzarr FDcrulet coNNEcrED xv BATTERr BACKUP LqM CWRN NlCANDESCENT FAIND FANFIXTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE IP HUF.swrtcHEDDuttEz ouTler y AMSSE°wcANDEscENruprt FumwE oDp pETECTOR {} oR CEBAVO NODN1eDIED FucruRE eWRDwMEDAND erER. / \ (PROVIDE ADE° Ws n" V V CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. ' za�va.TamET (vw.v.Fofl PRooF ® eAOa w EO W BATtERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REWIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT GRCUIT-INTERRUPTERS (GFII AS REQUIRED BY NATIONAL ELECTRICAL '� I�zsoRCE°.zlNCTzm Box 0 Ex WTF.n M—oEZTEPoOR) 1HEPo.OSfAt I-$ Lus suPPLv wrm vuvE CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # W.usWrw ds EIOW�Si FNIhWHT GOM&NAl%MI ® WLEPONE T� NosEe66 - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. l� (AENr TO ExIERIOR€ tE gpry - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL #a THREEW'AYSWRCH 8 v +H• WATER stusouT SHEETNO: AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ++ FWORESCENi LMd(T F1%NflE ELECTRIC I.ETER DRAINTILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. f A FODR-WAY swrtcN 0 ELECTflN: PANEL - PROVIDE POWER. LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S , tow VOLrADE ouTLEr li DlscoNNECTsw+rcH -il wut scoNCE WPo NINSTRUCTIONS. TECH HUB SYSTEM - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MST BE F L 6.12 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HAROSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/6' PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4' MAX AT INSWING DOORS. TYP STOOP AT INSWINGGLIDER DOORS: 36' DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" OIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND Fl LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE FOUNDATION WIDENS - AT SITE SPECIFIC CONDITIONS LOT 28 15$' i2" /0•-0" gA 12" 1 PATIO SLAB N 2 4' MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE ` UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CONCRETE. r E3 r-11 11'-1012" T-9I.2' o b Ri ^< q o 1'-11 N ARAGE SLAB X. 1/2' REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS F2 Co w , O C N cy 16, 10'-7' 6'-7' w 6' W CURB AT EXTERIOR I GARAGE WALLS, SEE b STRUCTURAL O I b rn v I Ft I 6'-4" it" 6'-0" i'-2' PORCH SLAB 1'-712' 11'-T V-712' 6'-1' REINFORCE PER LOCAL 17-6' CODE AND ENGINEER 5 SPECIFK:ATXX4S 71 7 12' SLAB PLAN U 1/4" -1'-0' AT 22X34" LAYOUT 1 /8" m V-0" AT 11" X 17" LAYOUT x C3 - N � x Q F� ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes LAST REVISION It'll I Q GMT X z LJJ N J Cn a a f- a P�O N SHEET NO: FL 0.1.8 C3 0 Q il— C/ ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: LOT 28 12 12 �6 These drawings are the property of Starlight a� Homes and are not to be utilized for construction, or copied in part or in whole ROOF TRUSSES PER STRUCTURAL ENGttJEER without permission from the builder. O� 2022 Starlight Homes (�zrieFlQos PLnr. — — NO FL WQW. HT. — _ _ — — _ — — — — — LAST REVISION BED 2 OWNER'S BED �1►111f11/11� tit 2N0 FLOOR FIN. FLR. 1ST FLOOR PL. HT _ _ _ t -MW HT. O Z713-13 G ENTRY w FAMILY RM Fw O N._ s o � - MAINTAIN MIN. 6'-6" HEIGHT AT FRONT 1ST FI,QO FIN, IN. FLP- � OF WATER CLOSET 'J, vol N O UJ BUILDING SECTION 'L' d H N 1/4" - T-0" AT 22'X34" LAYOUT I V = T-6" AT 11" X 17" LAYOUT O J SHEET NO: FL 4.9 ELEVATION KEYNOTE LEGEND E2 !MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 18' SOLDIER COURSE ES 'ROWLOCKCOURSE E7 IFYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 (CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST NE INSTALLED AT ALL ROOFtWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5f4x4 CORNER TRIM BOARDS E13 i FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5104 CORNER TRIM BOARDS E15 1FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN ISDDING E16 ;1X FIBER CEMENT TRIM OR EOUAL, U.N.O. SIZE AS NOTED E17 'FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020I RESIDENTIAL LOT 28 2ND FLOOR P Qt 2ND FL, WgW Q\_2_N_D FLOQRf �J/ti iSTFL003e L,�AJ/ i`ST FL. Wow, 1ST FLOOR FI FRONT ELEVATION U Ct/4' = i'-0' AT 22'X34' LAYOUT 1/8• =1'-0' AT 11' X 1T LAYOUT q\_ FL. WDY D FLOOR' 7ST FLOOR( �ST FL NLDV n 1ST FLOM REAR ELEVATION U U 1/4' =1'-0' AT 22'X34' LAYOUT 1/8' = Y-0' AT 11' X 17' LAYOUT x C3 - N W J 2 O i 4 IiF— VJ ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. Cc 2022 Starlight Homes LAST REVISION .1111111 U11.. Z W N O J (n n- �- tiW 0 W SHEET NO: FL 5.9 r C3 — w LOT 28 w Z o ISSUE DATE: ca U A T iQ �CONDD n p Hg i ❑ < WP/GFI L� . 05.25.2022 FOR REVIEW R m��, $�r Ig ss WIG b2 REVISIONS: FAMILY RlIvAl i �- 1OWNER'S J" Tv1 i ` Tv ANAS I REQUIRED PER E These drawings are the F •CI� /' -, STATEAND @@@ J �;,r LOCAL BUILDING '� I IY _ I % i �. coDE f I € -- ; g property of Starlight x \ ) _. ,. n .�_ I Fd \ (; Homes and are not to be o s w g f ( 2zo E DISHWASHER DISPOSAL — KITCHEN \ utilized for construction, or copied in part or in whole from z' without permission the builder. © 2022 . g 8 LL o r fI� ®/ :- -.. F r Fi' EI �i HVAC I MICROWAVE +: J�GF+ SERVICE } c , AIs 1 ' Starlight Homes LAST REVISION Qa �J 7 PANEI — —Y -. n' 4__I �LL STANDARD ELECTRICAL BOX HEIGHTS = BA <- _ / dii l ° 0.!' REC. PUMP o IF REQ x, C TO LIGHT/ sswmcH o ABOVE TO LIGHT/SWITCH BELOW - I1 KEYLESS / 30A, EtEC. \ WATER HEATER -�/ r �q.mJ �- SERVICE PANEL { .,I AND DOIOCSTION LAST SAVED BY: jgt a*t TTGC� _ PSIZEER P �I \ABI'"" / BE AND LOCAL CODES / ELECTRIC METER s \ / TELEPHONE/ I TELEVISION KEYLESS € _.i r sNT _ SERVICE BOX3Emm e- 0; u a •� D G /FILING\ I /GFI DOOR� OPENER i a CARNET O BASE CABINET 3 t —....._\_ WP/GFI tM, , V PORCH LLU N IL SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR AIC CONDENSER (NOT SHOWN) (\ O OVER BATH CABINETS OVER KITCHEN CABINETS ,SECOND FLOOR PLAN U FIRST FLOOR PLAN U J AT 2YX34" LAYOUT a 1'-0" AT 11' X 1T LAYOUT , U 1/4- = 1'-IT AT 2YX; LAYOUT . 1'-0" AT i 1' X 17- LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES, • PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFC0 AS REQUIRED BY NATIONAL ELECTRICAL 0 DUPLE%ouTIET WEATHERPROOF OFI OWLEX OUTLET ® cHIMEs mLLm MOUNTED BICANDESCENT cEumD FAN L.—TUNE mwimo. _,T� ADEQUATE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0— {PigWDE - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. 0.,:. OROUNDfAULI'.R .T.NTENRUPTER WAIL MOUNTED BlCNNOEBCENT - M ED DETECTOR YY NARDYAREDANOINTER - FAN/LiGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS" OUP+E%OUTLET uDHT FIXTURE COINECTEOW/BATTERY CEILI!%IFAN WRN NCINDEeCENT eAacuP uoxr R%TURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR 4} HALF-swLrcHEDDUPLE%oIITLEr 1 RECEssED w¢AroEscerarLwHr aaTuaE 0021DETECTOR \ WR Ofi ADE"TE suvroRrl {� ➢flC L CMamtEDLEOFO E INRDWIREDAND WTEPr V SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. —OUTLET Iwl-vAPOR arooF 8 eAa CT®WvaATTEm • PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL 05 �% 0 E%HMAT FAN (VENT TO E%IERIORI O TNAT �® OAS BUPPIr WITH vuVE CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 1 ✓9. ® TIaEPNDNE re - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED IRED DIRECT ROOK-UPSrCUTOFFS. i WALL BN9TCN EXI M-ATCONE-kTION l'11° WLKi1 - O ryENr TOE%tEPo0R1 © TELEYsgN HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL r' TNREEnAYBWITCN 8 av +A•WATER BTUBOUf ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES. AIC UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. • PROVIDE POWER, LIGHT AND SWITCH AS REWIRED FOR ATTIC FURNACE PER CODE ANDMMIUFACTURER'S PROVIDEAITTEN yy $ 4 FON4WAY MT- , LCWVCLTADE p+TLET I� FwoNEscENr L, TECN Iue srsTEM ELECTRIC METER 0 ELECTWC PANG i paCOIPECTSWfTCH W�� - SHEET N0: T014AND - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.9 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8' PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR HOLODOWNS. FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT ANC VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS. WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS TYP STOOP AT INSWING/SLIDER DOORS: 36- DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3' DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 I LINE OF SLAB ABOVE F2 I LINE OF FRAMED WALL ABOVE FOUNDATION WIDENS — AT SITE SPECIFIC CONDITIONS 19'$' 310 10'-0• Y-410 b PATIO SLAB § N I 4' ^ MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE ` UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING ^ OF CONCRETE. L V-11 11'-10 Vr 7`9 lir m 4 °oi a io a in v F7J 12^ '4 w. O � . ............ .......... 1U-7• 8'4" W CURB AT EXTERIOR w e' GARAGE WALLS. SEE , STRUCTURAL a a w I a I F1 I e-4" 11 s-0 1-r PORCH SLAB 1'-7 /2" 1 V-7" 1'-7 1/2 8'-1• REINFORCE PER LOCAL 1 g$, CODE AND ENGINEERS SPECIFICATIONS 1 7 12' SLAB PLANK' 1/4' -1'-0' AT 22'X34"LAYOUT 1 B' . V-0• AT / 1' X 17- LAYOUT ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 1@ 2022 Starlight Homes LAST REVISION `%tjil111/1114_� 0 X � Z W tV a J J cn a a F- a O � SHEET NO: FL 0.1.7 f� x t� � N 2 Q. fi— ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: LOT 29 1z 1z These drawings are the property of Starlight 5 5 Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes LAST REVISION 2N FLOOR PL HT. 2No FL. WOW. HT. - - - - - - - - - - -_ -_ BED 2 OWNER'S BED yy a, SAD 2NO FLOOR FIN. FUR._ _ _ _ _ _ -.` rh iST LQ4R3JHL, 7Vx ti- ST FL. WOWS - Qa _. •� O O g J • s ENTRY r _ FAMILY RM MAINTAIN MIN. 17R 00•713/32' 8'-8"M HEIGHT AT FRO 1 T FLOOR FlN. FU2. _ OF WATER CLOSET BUILDING SECTION 'K' 711= 1-0' AT 22"X34" LAYOUT 1/8" -1'-0' AT i f" X 17"LAYOUT X h W tV d H O w Z o 1= w ~ J SHEET NO: FL 4.8 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER HEIGHT AS NOTED E4 T SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EOUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5104 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 15' O.C. (VINYL BOARD AND BATTEN S DNG E15 I FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. �D FLO RAF Q1ST FLOOR�p 1ST FL. WOW. 1ST FLOOR FI FRONT ELEVATION 'K' AT 27X34"1LAYOUT 118" _ ,'-0" AT 17" X 17" LAYOUT LOT 29 �. 2ND f�D,QQ PL�iT_ FI WOYl HT _ 2N0 ELOOR FIN. FI$. 7ST FyOQR PL._dT— iST FL WDW. HT. ,SrFL FtN. FIR REAR ELEVATION 'K' 2 1/4' = i'-0' AT 27X34' LAYOUT 1/8' . i'40" AT 11" X 17" LAYOUT ml I +— w J E 0 � x Q H ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are rat to be utilized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes LAST REVISION 1 Q ? to W N O aCj) > W ti� W SHEET NO: FL 5.8 II— x - w LOT 29 z o PATIO WPIGFI® y A/C COND. o - ac MS WPIGFI I� ' YYYfff777 ISSUE DATE: 05,25.2022 FOR _ LI REVIEW WIC u® a REVISIONS: � s WNERy BED I Z �t TV-4d AN AS :{ j ,,, REQUIRED PER j O, r 4A STATE AND i C. - ' LOCAL BUILDING X:� gg(( w cQDE 1 f ` ii \ These drawings are the Starlight Q fi 3� DISHWASHER — (� - s" propertyof Homes and are not to he utilized for construction, or i DISPOSAL E I copied in part or in whole w� i a — = without permission from ' 'g q $ "• gg 1 VP - GFI _ r _ �. L, , _ tr E(SERVICE�JPANEL °dam —d y D i MICROWAVE \ ! �c I �` .GFI I the builder. ©2022 Starlight Homes REVISION a �W 2 lt�'�-' / q f. 3 ',`v._-•LAST STQi �€ ERECPUMP ©� TO LIGHT/STANDARD ELECTRICAL BOX HEIGHTSTO LIGHT/., ; ,,/ AB OVE i 8E TpNR.WATER HEATER -�--J SERVICE PANEL rSIZE J)N 5��,KEYLE l TDCrL � _ AND LOCATION ARAGEE PER BUILDERS _ �, SPECIFICATIONS LAST `SAVED BY: _ T-�_,•, AND LOCAL ELECTRICTRIC METER _�. (i TELEVISION d KEYLESS ,,1l..��� ¢¢-- t, / �X}�-/-j \, t,:.N 1 'SERVK:E BOX y / / BED 2 ' /CFI DOORS _........... OPENER m \ � / m b ]0-HI(41 VANRY } 4 BASECABINET .ETY"g/'� i / \ ..................._..�_... WPIGFI C"M Q M Y W N He a � E NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR NC CONDENSER (NOT SHOWN) E SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'K' FLOOR PLAN 'K' 0 OVER BATH CABINETS OVER KITCHEN CABINETS 2 ,FIRST L% 1/4,=vv AT 2r)cw LAYOUT =1'-0'AT it'X17'IAVOUT 1/r=1'-U* AT 2rX34'tAYOUT =1'-0' AT 11'X IT LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. D xo LET wraR WEATNERPMIOF OFI WPIEx WNET ® cwMes n - CExttK3M TED WCANDESCENf % LMW R RE PUSHBUTTON SWRCX CENNG FAN (PROWDE ADEQUATE SIIPPDRT) - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FANA.K3HTS INWETA)AMP LOCATIONS SHALL BE CABLED SUITABLE FOR WET OR DAMP LOCATIONS' aRourlOFAu�rclRClxr mTERra�TER olr�x WrLET ++a srrol� DETECToa WNLAgUNTED INCANDESCENT ® NAi1 .EDANDNTEIi Lxalr FDauRE mNFEcreD wiBATTEm BACI4UP CExxRx1 FAN WRH iiDANOEscFWT LgHT FUTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE 4} NALF-svaTCHED uxaex ounET RECEssEO mcAroEscENr Lxm FaTURE = DET Ofl / OR CM—MDUNTEO LED FaTURE HARD WD AND wrEA- V �ImVIDE ADEpMTE swPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT, P�VOLrWRET M) vAPOR PROF 8 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS AS REQUIRED BY NATIONAL ELECTRICAL iEBIWRDED AINDTxNl eox uPTEDweAT1EHr Q EIWAUSi FAN (VENT TO EXlEAIORI O THEAADBTAT ­0 GASSIRPLYWITHVAIYE CODE (NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TELEPHDT4 �re HDSE 9IBB • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSCUTOFFS. # wAu swiTCH �y EAMUBTFANLMHT COMBBNIgN �'r° ! IVBt1 TO EOEHgR) © TELEylS10Nav - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. Tr THKEWAYSw H 8 Iw-wAIERSTUBWT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S ;: FOUM1WAY SWITCH , LOW VMTAGE WTLET FwoaEscENrucNT FTZTu� ELECTWC METER C� ELECTPoC PANEL TECH HUBSYSIEM j DISCDNNECT SWRCN WALL SC a SHEET NO: WRRTENMSTRUCrgNS - PROVIDE AND INSTALL LOCALLY DETECTORS �� �.� CERTIFIED SMOKE AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1rz' GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5AT" TYPE •X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE i 318" SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 12' GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 25 12•X54" SIZE 9 TEMPERED SAFETY GLASS i 1 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS tW-6 R. It 2"1za•WALL OF ADJACENTUNIT, SEE COMPOSITE 4° 6'-2 3/4" DRAWINGS FOR LOCATION I, I 3050 SH 1 3050 SH I ,I LOT 30 i FL 4J VERIFY 2 R 19'-8' LOCATION IN FIELD WALL OF ADJACENT WALLOFADJACENT UNIT, SEE COMPOSITE UNIT, SEE COMPOSITE b DRAWINGS FOR DRAWINGS FOR =( LOCATION LOCATION I I 'EGRESS � ill I II I,.._ I I OWNER'S WIC BED 8'-1" CLG. I I I O. BA 1 r-I" cLG 10-41/2' ZA I N 2468 I ON t, n a 8 +42" 11 io N 3--2 12" 5'-5 1/r 7 yr 241 ° r, -1 C I = HYAC 8�m 4 � N M VANITY 14 m h BA 2� _ • _ � _ N N 8.-1.. CL 1 w 2068 s,^' Z I M " WIC 1 ':I ___ 2468 4 io 4 N 2468 1. 5'-10" T-10• 4'-812" 5'-310 I BED 2 - 8'-1"CLG BED 3 1 8'-A"CLG. 'I I' J : 9-4117 9'-5' : II L l Ilk 'EGRESS 'EGRESS WALL OF ADJACENT --j 5'-9" 3050 3' 11" 4'-3• 3V�9 5'-9- I `- WALL OF ADJACENT UNIT, SEE COMPOSITE 10' 0• UNIT, SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION 14-8" LOCATION 71/r 712' SECOND FLOOR PLAN ELEV 'A' 2 1/4' . 1'-0' AT 22'X34" LAYOUT lAT' a 1'-0' AT 11" X 1 T LAYOUT LINE OF — CLIPPED CLG. e WALL HT. b ill III WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 712• R r 4-41/2• 10'-0' 31rz' PATIO A/C 8'-101/2' 4'-712" SH 3050 SH 6088SIGD. SEE OPT. ATRIUM DOOR RI ON SHEET i / FL FAMILY RM 9'-1"CLG 3'6 /2' 3'-912' 4.9 12' 2'E 1 zr Y a HANDICAP 268 ACCESS J$ °III - KITCHEN 1s O O F ---Jh OOR mq �° a. WH 11-7' - - / SLOPING 11 868 4—c-- up t9 GARAGE ENTRY 4-i"CLG. g� 3 SOFFIT, SEE 5-1 EXTERIOR ELEV 2040 SH 2'-51/r T-8' Z-11rz" PORCH 8070 SECTIONAL FIRST FLOOR PLAN ELEV 'A' (IYL1/4" _ ,'-0' AT 22'X34' LAYOUT 1/8" _ ,'-0' AT /1" X 17• LAYOUT WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION III '-1 WALL OF ADJACENT UNIT. SEE COMPOSITE DRAWINGS FOR LOCATION C3 _ N J f O � x Q ISSUE DATE: 05.25.2022 FOR REVIEW REVISION These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2022 Starlight Homes LAST REVISION I/B1r1Yf�r'A Q M a z LLJ N a J Cl) M d o 0 _! IL SHEET NO: FL 1.1 t— WALL LEGEND = CD � W FULL HEIGHT FILL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION J ______ O STONE VENEER DRYWALL OPENING HEIGHT _ AS NOTED ON PLAN Q BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED ISSUE DATE: 05,25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be LOT 3 0 utilized for art or in tion,whole or copied in part or in whole without permission from the builder. tc 2022 Starlight Homes LAST REVISION 10'-0" 3 1/7 PATIO WALL OF ADJACENTAS E rj UNIT, SEE COMPOSITE 5'-6" 4'-7 1!2' LOCATIONIGS FOR `� P •• , -,A • Cp C" OPT. ATRIUM DOOR V4" a i'-0" AT 22"X34" LAYOUT 1/6" = V-0" AT 11" X 1 T LAYOUT Q ? a W04 z CL I.- 0 °- ~ O J U. SHEET NO: FL 1.1.1 FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGEJHOUSE SEPARATION A7 VERTICAL SURFACES SHALL 8 PROTECTED WITH ONE (1) LAYER 1/2' GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5/6" TYPE GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/6' SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 12" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS URGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS (ADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 251/2'K54'SIZE 9 TEMPERED SAFETY GLASS HEIGHT AS NOTEDrlowEaca,+eo W111WALL, -IN ELECTFlIGAL RANGE W/HOOD AND MICRO ABV. VENT PER MANUFACNRERS WRITTENUCTIONS x C3 N � W J � � s Q ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: LOT 30 ,2 12 5� �5 These drawings are the property of Starlight ROOF TRUSSES PER STRUCTURAL ENGINEER Homes and are not to be utilized for construction, or copied in part or in whole without permission from 022 m s the Starlight Starlight Homes _ _ — — — — — — — — —2ND FL AFRO -T 2ND FL WDW. HT. LAST REVISION OWNER'S BED 2 BED ��yifI %X SA ED t BVIL 2ND FLOOR FIN. FLR. t1 til � I —1STFLOORpL �{� -1l 1ST FL. UVDW. HT. PPIT s _ FAMILY RM ; w ENTRY -- z N 60 ' • " MAINTAIN MIN. L17R®d•7,3/32FI 6'-6'HEIGHT AT FRONT OF WATER CLOSET _ _ 1STFLOOR N. F(.q, 00, V BUILDING SECTION 'A' N r, . /11 1' AT 22..- LAYOUT 1/6" a 1-O' AT 11X 17" LAYOUT W o J to U Uj �0 J SHEET NO: FL 4.1 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED 94 8-SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFV/ALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 514.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ iX3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODMNYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 30 ,� FRONT ELEVATION 'A' t/4' AT;. "LAYOUT 1/8". V4r AT 11"X 17" LAYOUT t- C3 +_ J � O � x Q H to ODOR PL. HT ISSUE DATE: Fes. wow. Hr�� 05.25.2022 FOR v REVIEW REVISIONS: M FIN. FLR,.,� �R PL. HT. �VI FL. WDW. HT. These drawings are the property of Starlight Homes and are not to be utilized for construction, or )OR FIN. FO copied in part or in whole without permission from the builder. @5 2022 Starlight Homes LAST REVISION C3 — w J f o LOT 30 U 2 IFS a� COND. A/C WP/G a ISSUE DATE: 05.25.2022 FOR t 1, j _ 3 REVIEW REVISIONS: w 2 S )I I ) €I t i i \ rO b FAN AS REQUIRED PER STATE AND-� - ii%• Cy LOCAL BUILDING ;> / CODE _ - _ °F Dlsr+wasHER These drawings are the property of Starlight Homes and are not to be LL DISPOSAL utilized for construction, or 3 i/ {� copied from W 4 o a a 3 b 3 ( ® rc/ 22OV i— without permission the builder. @ 2022 a is Ll 1�. vp j MICROWAVE SERVICE > ' PANEL Starlight Homes LAST REVISION TOLIGHT1j3©REC.PUMP,LL STANDARD ELECTRICAL BOX HEIGHTS 11} ',.� SWITCH - IF REO O z' AROVE}--/— To uGHri ° SWITCH I .w „„ KEYLESS r{"�1) ggg$ IN SERVICE PANEL SIZE AND LOCATION PER BUILDERS ` 73_ 1 6--z 4 - 30A ELEC. WATER HEATER .. LAST SAVED BY: e}t ATTIC 6� ATTIC i 11 jf SPECIFICATIONS ANDLOCALCODES1 i ) WAIL CABIN _ ELECTRIC METER {-- - - -� TELEPHONE/ s g¢C ELE SERVICE BOX -------{EYLESS \ ed g i o -. ... - - Y ...-.. /GFI DOOR OPENER \ I 3 l 30'HION VMd�Y T g tj 6ASE CA6NET "' GNNET - P CH 3 I X N s N a� � SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P.OUTLET REQUIRED NEAR AA; CONDENSER (NOT SHOWN) O J H OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN Al FIRST FLOOR PLAN 'A' J V11-1'-0" AT ;;..-LAYOUT = Y-(r AT i 1' X 1 T LAYOUT 11 . 1'-0' AT 22'X.- LAYOUT = i'-D' AT 11" X 1T LAYOUT ' NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0 DURLEx d1TLET CEILNG MOUNTED NCANDESCEAR ® DHNEs n // CEBlq FN1 - PROVIDE AND INSTALLARC FAULTCIRCUIT-INTERRUPTERS ) ( AFCI AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. � Tw NFl WEATIffRPROOF OFI DUPLEx WILET UfiHTFLRURE I6WDCH PIISIIBUTTQ.S-A (pRpy1DE ADEQUATE 9UPPDRII V// v - ALL EXHAUST FANS SHALL HAVE SACKDRAFT DAMPERS. LOCATIONSANDIHTER- - FANA.IGHTS IN WET/DAMP LOCATIONS SHALL BELABLED'SUITABLE FOR WET OR DAMP LOCATIONS' 0ROl1NDFALKTCIRCWT ERRWTER 6I WALL IAOUNTED NCANDESCENi �}/ OIRLIX WRET UDHTFlXTURF 66aa 110V6MOxE DETECTOR 'Cf HMD'A'IRED CONNECTCEILNOFANWRHNCA MD ENT ED WI BATTERY BACKLP \X� LwHr wx1uFK - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR RESPONSIBLE FOR PROPER INSTALLATION HAIF-SWaTCHEp WPLIX IXrttET RECESSEDNCANOE6CENT IMARFW } M �MW�DLEDFD(TURE =DE1EC �/JilCv (PROVEIE ADEWATE SUPPOim ® HAmwBE:DAro xDEw SHALL BE AND PLACEMENT. AYCE lflw ]20 WLTW1lET COHECIED W/BATIEM - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND RE DETECTORS AS ALLREQUIRED BY THE �® NATIONAL FIRE PROTECTION ASSOCIATK)N(NFPA)AND MEETING THE REWIREMENTS OF ALL GOVERNING CODES O Q EaHwsr FAN ryENr TQExTERrorq Q THEw,osrAi Q'�sDF°LrwnHvuvE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TAP +E H-E— - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. $ WALL SYATCM FANAMBiT COMBItMTIOfJ M ryEwToNFTO IXTERgRI © �y� • HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES. A/C UNITS ELECTRICAL PANELS, SANITARY SUMP Pr IS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS #a THREE-WAY6 CH $ A FQ WAY 6WnCH R,wREscM WNT RxT --4-cW fM•WATHIST1 w auTRx: u R ELECTRx: RAWE< �j SHEET N0: , LowvaTAcf oLm.Er MON Nwsnnm wauscONQE g6CONNECf 6WrtCH WRDTEN N6TRUCT_ PROVIDE �� �.� - AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITSMUSTBE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. C3 - w J 2 0 Q I` ISSUE DATE: 05,25.2022 FOR REVIEW REVISIONS: LOT 31 12 12 5� �s These property of the of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER /- STRUCTURAL ENGINEER copied IO part Of 10 whole without permission from the builder. Oc 2022 Starlight Homes 2ND FI,QOR PL HT. zNo FL WDwHT. _ _ _ _ _ LAST REVISION Ai OWNER'S �� rr BED 2 BED 2F1D FLOOR FIN. FLR _ _ _ _ _ 10 jh 1ST FLOOR PL HT. ` (� 1ST FL._WDWDWHT. w • ` d � -LL ENTRY r FAMILY RM * , ' �i14 3 MAINTAIN MIN. i7R 00'-713132" '� 6-F HEIGHT AT FROM �A� ��/��� �'OF WATER CLOSET /L_i$T FLOOr3 FNJ. FLf� V Oct x I� Z W N o r, BUILDING SECTION V J C V1 a I'llAT 22"X34" LAYOUT 1/e" .1'-W AT 11" X 17" LAYOUT a Uj ~ O U) J SHEET NO: FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 S' SOLDIER COURSE E5 ROWLOCKOOURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFANALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5144 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ IX3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 I FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' �ETTHE FINISH FLOOR AND WHOSE OPENING IS GREA72"ABOVE THE OUTSIDE WALKING SURFACE MUSTWINDOW OPENING CONTROL DEVICES COMPLYINGFLORIDA BUILD= CODE 7TH EDITION (2020) RESI LOT 31 $ 2ND FL D" 2ND FLOOR F 7 1ST F1908P Q1ST FL. WDW q1ST FLOOR F FRONT ELEVATION 1MELEVATION V 1/4" = I' AT 22"X34" LAYOUT 1/6" . V-0" AT 11"X 17' LAYOUT (;�_M FL09R PL_HT_ 2ND RL WOW. HT. _ �EL045_pN_FLB. -_ l +SLT FyQQR PL. HT_ 1ST FL. WDW. HT. _ _... .. 1 l� F&OOR FIN _ REAR ELEVATION V 2 1/4" = V-0" AT 22'X34" LAYOUT 1/6" = PO' AT i V X 17" LAYOUT f— C3 — w J f O I �i ISSUE DATE: 05.252022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes LAST REVISION _.ri►11!llr.. rn LLI N O Q °- Cl) W 1"O NJ SHEET NO: FL 5.10 01 ;. f-- x C3 w J f O Q U UI f� Z WP>GFI� ac coNo AC LOT 31 PI . ❑ o Vfw I ISSUE DATE: H � \may ,..,,...... !! / i Mc WP/GFI I�,,, �. 05.25.2022 FOR REVIEW t _.. �� g WIC j i I REVISIONS: a # FAMILY RM € it R EEC? & AN AS \ ; ¢: �y , RE QUIREDPER 'w3 -At ,.. �" ST ATE ANDLOCA CODEL BUILDING e ! These drawings are the of Starlight - —<, �� �, DISHWASHER — property Homes and are rat to be *i I i 0 4 i z N a I DISPOSAL r+ _ � i l i utilized for construction, Or copied In p C art or in whale as K,1p m J, a g m H� — P D R I without permissionfrom the builder. ©2022 y z i A w VP GFI MICROWAVE —� I # �= Starlight Homes 4 _ FI = l HV c = SERVICE �] l I �� PANEL L ' LL z ® LAST REVISION / f REC. PUMP, LL ©t : TO LIGHT/ FREQ.! o SWITCH ' LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS (, i Toualr/ AeovE I 30A.ELEC. �„ WATER HEATER SERVICE PANELy',I+.LESSOWS¢E AND LOCATION ? Gf�� A/.: -;-:'I PER BUILDERS IC IN t I I SPECIFICATIONS I AND LOCAL CODES / ZT _ -if5 g ��n% ELECTRIC METER €'-� TELEPHONE/ $ y .. •. ��� ? / v / f TELEVISION KEYLESS SERVICE BOX / ENTRY BED 3 �` i 1 F1 1� /EILIJG\ BE D 2 E / GFI DOOR V ' / OPENER \ { - Y i ! / \ ` 3 ]f! HCM��ANriY } �' BASE CAetliET M N l _ WCm H (1) a NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCB H AND RECEPTACLE BOXES AND BOXES CKITC �` OJ J OVER TH CABINETS OVER EN CABINETSH SECONDFIRST FLOOR PLAN V SECOND FLOOR PLAN V 1 = i/4' 1:-0 AT 22X34' LAYOUT = 1'-0' AT 11' X 17- LAYOUT 1 W a 1'-0' AT 22-X; LAYOUT . VV AT 11" X 17' LAYOUT NOTES: LEGEND: • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0 ouRLEzourlEr ® CHMES - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL cEx4uD MDUNTED c+cANDEscENr CMM FAN wEATHERFnooF DR Du+tEzouTLET LIDHr RXRIRE PUSH ON SWCH (MOVI E ADEQUATE%VPOFM CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. j? G - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. nv oRDINJDFAULT CmwrtanERauRTER +rw SMQIQ DETEa°R WALLMQUIITED NC/NDESCEM ® IWiDW1i1E°NOIHtEP Nf/J10EBCEM - FAWUGHTS IN WETAAMP LOCATIONS SHALL BE LABLED'SURABLE FOR WET OR DAMP LOCATIONSCEA.WOFANWTRI' ouFtFxourlsT cQF�cTFO SV BAIlHiY LN3HT R%TURE ��,w 11DlrT FIXTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE (p H�uF.sWTOHED Duanc oUlTFr y RECEssEDwuwEsce1T�zwr FIATURE�r�� / IraovmE ADEQUATE suvroRT1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. �} oR cEuwD MounTED tED FIATUREDD yIp STTEA- V ® ""' s� VOLT aunET (YR) _ �" RRooF WI BATTERY �CdCNY1Ew - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, p REwFORCEDawcnoN eox O EIDUUSTFANMWT0EXMA0RI (J 1HERMOSTAT F 0 — PPLY YATM YMYE • PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALLGOVERNING CODES, ® tELEPNONE HO5E8Bg # wALt svnmH -P� ElawsT FANAIGHi CONBINATATN • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. 'T' IWNT M EXMRIM © rEtJ:TnsgN - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # T THREEwAvswTrcH 8 w w•wATER slue our - ALL ELECTRICAL AND M(FURNACES. FURNACES M UNITS. ELECTRICAL PANELS SANITARY SUMP PITS, !!f� FWORESCFHTLIfMFIXRIRE ELECIT4C METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO HELD CONOR♦ F XWAYSWRCH t v EtEcmlc RAHEL - PROVIDE POWER. LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO:IONS. WNTIEN INBTiUCTIQN^ , LOw VOLTAQEOIIRET TECH HU8—TEM DSCQNNECTMNrta WALL SC E - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL �. O HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. c� +— w J f � x Q H C/) ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: LOT 32 12 12 These the s� �5 of Starlight property of Homes and are not to be Utilized for construction, or ROOFTRUSSESPER _ STRUCTURAL ENGINEER copied in part or in whole without permission from the builder. Oc 2022 Starlight Homes _ - - 2ND FLOOR PL. HT. — — — — — — — — z-NO FL, 'NII" HT� LAST REVISION OWNER'S BED 2 BED , ���►ou���r��,� ST SAJJED ,>�f �` O - - - - 2ND FLOOR FIN. FL& MMW mill - - - - 1ST FLOOFPPL,___,_,__ FAMILY RM 4 ENTRY �' 3 MAINTAIN ,17R 0-713137 6'-THEIGHTAT FRONT OF WATER CLOSET . , 1ST FLOOR FIN, FUR. N BUILDING SECTION W o CU AT 2rX34* LAYOUT XITLAYOUT J cl) a� W O SHEET NO: FL 4.2 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 B" SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT. SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5104 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5104 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ IX3 BATTS AT 16" O.C. (VINYL BOARD MID BATTEN SIDING) E76 1 X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 I FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' A�VE THE FINISH FLOOR AND WHOSE OPENING IS GREAT 72" ABOVE THE OUTSIDE WALKING SURFACE MUST WINDOW OPENING CONTROL DEVICES COMPLYING IFLORIDA BUILDING CODE 7TH EDITION (2020) RESID LOT 32 FRONT ELEVATION 1B1 1/4" - I'-W AT 22%W LAYOUT 1/6" = 1'-0" AT 11" X 1 T LAYOUT REAR ELEVATION 1B1 1/4'-V-0' AT 22'X34"LAYOUT 1/S'. 1'-0"AT II -X 1T LAYOUT C3 * N O 2 ISSUE DATE: - HT . 05,25.2022 FOR REVIEW REVISIONS: 2NO FL FL. R 2N0 WDW. HT. NO FLOOR FIN. FLR. t1 1STfL42R p .l.fT`/�1' n _ 1ST FL. WDW. HT.T. These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder, 02022 Starlight Homes LAST REVISION ��t,►lilill��,_ 1 �V z WN _O a� W 1� 0 w laT FLOOR FIN_FLO-Il � V SHEET NO: FL 5.2 .J Cr I~ C3 +_ J E O LOT 32 Q ISSUE DATE: 1 05.25.2022 FOR FL 4. 2 REVIEW IGHT tRAKE REVISIONS: ---------- - - - --- ------- F; AREA 1 € i 1 These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole cam._ without permission from the builder. C 2022 1 Starlight Homes LAST REVISION RIDGE--" •— ..., ....... ....................................... : • f_ 1Q p LL PER .MANUFAGTURERI CTIONS, i" w :LOCATION PER BUIL R ' ll ROOF VENT CALC. ELEV-'B' I 1 Name Al- U300 RATIO AT HIGH & LOW 11151111ATFO AT HIGH & LOW AREA 1 B46 SF 202.96 Ins 1405.92 in2 N m o! X Q 9 6:12 ¢' 812 W CV J li - a li PY lL 5< ti 3'-8� N 8'-T 12'-21f2"� X-C ^w r� ROOF PLAN 'B' i1 r = V-0" AT 22'X34" LAYOUT 1/8' = 1'-0' AT 11" X , T LAYOUT SHEET NO: FL 5.13.1 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE i/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAYBE REDUCED TO 1f300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXGEEDWGI7ERM INSTALLED ON THE WARM-W- BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. THE REQUIRED VENTILATION SHA CM N � W J i � x ZQ LOT 32 WPIGFI ISSUE DATE: 05.25,2022 FOR o ❑ A/C COND. A/C � Hs WP/GFI REVIEW gl WICREVISIONS: i IE �. nn i-ti iL`�( p FAMILY R1-`:l 71 OWNERS \ \ BE r !9 li E �j ��N TV PAN AS - REQUIRED PER ;- STATE AND \' ''` 0"13A e LOCAL BUILDING CODE i' t Th These drawings are the a RJ ,. / DISHWASHER tyrawin rop0r of Starlight Homes and are not to be o ��I� i., i"`�z:e .._DISPOSAL utilized for construction, or copied in or in whole part 220V, l r g i...j a \/ w 4 a \® (P r rs t r m -- m w {¢ g 3 � I " vP � _ � � � I MICROWAVE » .-TZ ( A, W L ss without permission from the builder. ©2022 Starlight Homes LAST REVISION @GF SERVICE ^¢ 7�µ PANEL x -� TO LIGHT/ REC. PUMP. SWITCH tl , :L7 'k IFRED. } STANDARD ELECTRICAL BOX HEIGHTS j3 TouGHr/ 6Si _ ABOVE 30A. ELEC.C. ' I" Lam' BELOW SERVICE PANEL ? ` WATER HEATER / -_q SIZE AND LOCATION51 I i ' KEYLESS WIC LIGHT IN t PER BUILDERS I I GARAGE ATTIC [ g SPECIFICATIONS AND LOCAL CODES LAST SAVED BY: _ weuc�mHE ,a /. ELECTRIC METER s • I �'�'+, € TELEPHONE/ y� U � ?. 1 t, '. / ;• SERV CE BOX .�. . % + \ \ /KEY LESS \ �.� tENTRY 1 \ q-. CLU BED 2 / GFI DOOR v /- i � �'•'i"Safi. � � OPENER I LL ..... WP/GFI _.._ M m {r} !D•HNNi VAMTY z BASE CABINET "l,„+'illai it / \ I CABINET ^ Q Zr \ X M He� CL F- NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR AIC CONDENSER IN SHOWN) SWITCH r` 1 O I` J H AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 'B' 'B' OVER BATH CABINETS OVER KITCHEN CABINETS ,SECOND FLOOR PLAN FIRST FLOOR PLAN -� 1/4" = V-0" AT 22X34" LAYOUT . 1 •-0" AT I I" X 1 T LAYOUT 1/4" = 1'; AT 22"X34' LAYOUT . 1 •-0" AT I I" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0 DHPIE.—LET ® uaeEs C� n • PROVIDEAND INSTALL ARC FAULT CIRCUITANTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL '� cEu+D uowr®wue�EscENT yam% cEB°�°FAN WEATHERFfMJOFaFlWPL —LET ll(Wr FN(TIAE �TON � (PNDVIOE ADEGwreswPORT1 CODE MEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. (}'A°"*' - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS � � 0ADVNDiAMTCBIc1%r-WERRUPTER 'HA10V DAW DDPLE%OUTLET Au wouNr®wcANDEscE*rt COMWfM NCANDESGEM - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED SUITABLE FOR WETOR DAMP LOCATIONS.' LwN4rt FaTLwE IECTFD W/BATIERV CEIWq FANBACKAP / LwHTFNmmE „ - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE H " swRalED dneX—T RECESSED NIGNDEBCENTLNaYiT FLCIUE CD? � � / \ �IGVYIE ADEIXMTE SUPPORT) OR cEReq wawrEOlm c,%nwE HARDVARED AND WTER, V V CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. �DL'OLTO��T /wl-vwoR PFNJDi ® COMI EcTED wIBATTERr • PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY�'O" NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O �wFORaD.x%IGTN%I �% 0 E%HADBTFAHNENTTDEXTH ) TNERMOBTAT �® cVSSIwPLrwDR VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GR) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, ® TELEPHONE die MO�� • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. I w.uswrrcN EA — PANigHICOLWpIAIgx (v—ro E%tERp14 © TB.EVISION SHEET NO: - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. $ a THREE.wAr s TCN IN' WATER STU80UF - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PALLS, SANITARY SUMP PITS, 11 FLl1OHESCENi IIDIIT RXTURE a ELECTRIC MUM DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUI: TO FIELD CONDITIONS. $ 4 FOIIFFVMY BWITCH C� ELECTING PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S , LDwroLTACEDUTLET TECHHUBsVSTFAI i NSCDNNECiSW11CH WALL ' WRR wsrRucnoNB. L �� 6.2 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. U NITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. � N J � � x Q t4 ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: LOT 33 ,z 12 s� �$ These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part in whole without permission from the builder. © 2022 Starlight Homes 2ND�R PL. N7. _ _ _ _ _ _ _ _ _ _ _ 2NO FL. wka.ii2--& LAST REVISION OWNER'S BED 2 BED L AVi 0* `r -ZND FLOG FIN. FLR. & ST 1L9OR PL�� 1ST FL WDW. HT. f ice) w am PDT- , _ m m r ENTRY b ro J U w FAMILY RM 3, MAINTAIN MIN. �� ,� 17R@0'-713/S2' 8'-8' HEIGHT AT FRONT -- - _ OF WATER CLOSET 1ST FLOOR FIN. FUR. BUILDING SECTION 'N' V4" .1'-0" AT 22 ;; LAYOUT 1/8" . 1'•0' A7 11' X 17" LAYOUT d Z **QQQ777jjj _'J' {K,1 ,tV d H rL O J o 06 RR Q f- Q J SHEET NO: FL 4.11 ELEVATION KEYNOTE LEGEND E2 MASONFlY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE ES ROWLOCKCOURSE E7 FYPON OR EQUIVALENT LOWERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLIANT FLASHING MUST 'BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIRER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E13 ;FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4a4 CORNER TRIM BOARDS E 15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING E16 1X FIBER CEMENT TRIM OR EQUAL U.N.O. SIZE AS NOTED 0 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS JALLWINDOWS WHOSE OPENING IS LESS THAN 2R' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. r, RIGHT ELEVATION 'N' 1/4" = 1'-0" AT 22X34' LAYOUT 1/8' a 1'-0' AT 11' X 17' LAYOUT LOT 33 FRONT ELEVATION 'N' i/P . 1'-0" AT 22'X34' LAYOUT 1/8' = 1*-0" AT 11' X 17' LAYOUT 2 REAR ELEVATION 'N' 114' .1'-0' AT 22'X34" LAYOUT 1/8' a 1'-0' AT 11' X 17' LAYOUT fi— cM J E O I Q ISSUE DATE: LQDR-R 05.25.2022 FOR FEW. HT. REVIEW REVISIONS: )OR FIN. FIR LOOR PL. HT. FL. WDW. HT. These drawings are the property of Starlight Homes and are not to be utilized for construction, or MFiLL. FLR.. � copied in part or in whole V without permission from the builder. C 2022 Starlight Homes LAST REVISION -2ND FI QR S� 2ND FL. WDW. HT. !ND FLOOR FIN. FLR. -JSLLQQR 1. HL& _ 1 ST FL. Wow. HT. L1 co co SYY, vgv;'I is.K7►♦ W N O a� > ti� W W 1�T FLOUR FIN. FLR� SHEET NO: FL 5.11 I>— x C3 N W J i O Q z z Q ISSUE DATE: WP/GFI@ PATIO LOT 331 a AO COND A/C ' HB WP GFI 2022 FOR • _.. 4D W' REVIEW t; L' is I R REVISIONS: E � F- MILY R g f O(t,,j]N t 1 eE"�D I II I y TV k " FAN AS , PER STATE AND �I LOCAL BUILDING m a al CODE ' i { / - / ( } These drawings are the property of Starlight DISHWASHER o I J Homes and are not to be utilized for construction, or _ - 3 J copied in part or in whole w ;�� F� a 5 2 $i / without permissionirom the builder. © 2022 , €W MlcaownvE - w ...,., �........Wµ J 3Q g o S I HVAC OF t , y SERVICE Starlight Homes � ozll�lPANEL "'x� LAST REVISION ttuL S TO LIGHT/ -.-- REC. PUMPSTANDARD ELECTRICAL BOX HEIGHTS SWITCHIF REQ.# £ Ey I( ABOVE I I TO LIGHT/ �� t30A. ELEC. . / -. `SWITCH' _._ �- SERVICE PANEL :' L.'! WATER EATER 1'1 BELOW _ �- •� ;A9 f1 - / rl KEYLESS yy.� SIZE AND LOCATION _ ` I "--1 .;. LAST SAVED BY: _ - LIGHT IN j PER BUILDERS \ G A RAG ` / ATTIC SPECIFICATK)NS I - j AND LOCAL CODES/ / ELECTRIC METER TELEVISION i 1 $ , i •. SERVICE BOX _tR' k ,� iii "\ ,y KEYLESS CEILINGA - / BED 2 _ n GFI DOOR ., OPENER 0 \ , ar LucH rANm $ eASECAaHET ^ WP/GFI .... -.. , , Cq M Z �K N R X J (n a. H8 E NOTE: EXTERIOR W.P.OUTIET REQUIRED NEAR MC CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'N' FIRST FLOOR PLAN 'N' �l I` 0 OVER BATH CABINETS OVER KITCHEN CABINETS 1/1_1'-0"AT22"X34"LAYOUT .1'-0"AT11"XI7"LAYOUr 1 1/4"_i'-0"AT2TX34"LAYOUT .1'-0"AT II"X17-LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. W PLE(WTLET - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTPoCAL �� WEATNER�ooFaFiW�zo�IET Y uaNlr vi IED WCANOFSF�WT vusgsurtaN swrtcH �// IVRwmE AnEauATe slRvrnll CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. I(ov SM 'DETEOTOR - ALL EXHAUST FANS SHALL HAVE BACKORAFT DAMPERS. OM)U FAMTCRCtgfMfERRIIPTEli �J� WALL MdRREO NCNIIESDB.T ® 1NPOWIR®AND XTM WPLE%WTLET ��/ ODNNELTFD W/6iTTERY ��\����M/n� LXWF FAN NTRI tt1CNOE5CENT • FANA.IGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS' L101R FLYTURE �"T Flxnr� eACKw G� ,, • ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE Tf HALFSWRCHEDIXWLEX UT iECE55FD WCAlDESCFM lKN1(FU(iLS1E CDZ OETECIDq (PROVIDE ADEWATE sUPPORTI LED FIXTURE 141�WREp AND k R, V 0 POR CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. w%CEV vROOFO ® aov AO WLT WTLEi CONNECTED W/ 8AT1ERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY LMCKL NATIONAL FIRE PROTECTION ASSOCIATION WFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q REiNFCRCED ARCTON Eoz EXW FAN (VENT M EX1ER O TlEALIDSTAT ­0 OAS SUPPLY WRH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # wAu ® TEIEPNONE �NB HOSE Wm swTrcH EXHAMTFAq WTC01ABPa1TION - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSACUTOFFS. Y (VENTTOEXTERgK11 ® TELEYi • HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #a THREE-WAYWTCN Ila- WATER STIR OUT a • ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ii nlgREscENr LwHTRZTURE ELECTRIC METERw DRAM TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. i a Faun"wAr swrtcH o EIECTgIC vu�s. J{ • PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS , Low vaTADE OUTLET TECH HIR srsTEN gA'XItINECT swlrcH {y WAuscDNCE SHEET NO: PROVIDE - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST E AND INS F ■ 6.11 L `M/ . 1 1 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. SLAB PERIMETER PLAN TPLEX 114" . V-0" AT 2Y" a LAYOUT Vs' s 1'-0" AT 11" X /T LAYOUT rr- C'3 — w 0 f� z too Q ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builde[..=2. 1%4I za � �rc Z iRi O �i a Q ti a W N w J (n aP- 2 P�0 W J n, m a J N SHEET NO: A0.1 139-8' 1 51/2 9'-612' 10'-0" 512" I 51/2' 10-0' 9'-1" 512' 9'612" 10'-0" 51 Llrsirz 91-1" 10'-0" 3 I I 1 I I I I 1 1 I I I zl I I I L a °� 1 I I d sIL � § I 4 I 1 4 pw� a I I I b w 1 vO�i I I 1012' I 6'-0' il']"-7 M2" 9-4' 1 I 1'-2 8'-4" 1'-712' 11' 6'-0" I I &-v 11' i'-71/7 8'-4- I t'-4' I 6'-0' �11'�11--7112' Er 1012" 19'•1. 712' 18'-/1' 1012 I 1012' 19'-1" 1012" 19'-412" 139'-8" 12' S12' S12' 12' 512" 12' r, SLAB PERIMETER PLAN 7-PLEX 1/4' . i'-0' AT 22X34" LAYOUT 1/8' -1'-0' AT 11" X 1 T LAYOUT C'3 w J f 0 CY x COO Q 1—` ISSUE DATE: 05,25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. Cc 2022 Starlight Homes LAST REVISION `16"I'11111I1j,srj �t T S D •• • t o 2 co rn d$ao ,,�I S X 1` a L LJ N J Cj) w a �- ti0 W J W Co N SHEET NO: A0.1.1 NOTES: REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. FIRE PARTITION/ FIRE BARRIER LEGEND 2 HOUR DWELLING ----- SEPERATION WAIL O- WATER CONNECTION ® - SEWER CONNECTION ij FIRST FLOOR PLAN 7-PLEX " lJ 1I = 1-,I AT 22"X34' LAYOUT 1/8" = V-0" AT 11' % 17" LAYOUT T� TRANSFORMER 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK t�- x CD w J i 0 Q. ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes LAST REVISION _��r��11111lii„. c o M X ~ J Uj N a aHO rL o O N LL SHEET NO: A1.1 NOTES: REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. FIRE PARTITION/ FIRE BARRIER LEGEND 2-HOUR DWELLING SEPERATION WALL OW -WATER CONNECTION ® -SEWER CONNECTION 0) FIRST FLOOR PLAN TPLEX 114" - T-0' AT 2TX34' LAYOUT 1V - T-D" AT i 1" X 17' LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK 0 x C3 J � O Q ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes LAST REVISION '/from Q W04 a a Cl) °o P.O LL LL J N tx W SHEET NO: A1.1.1 NOTES: REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. FIRE PARTITION/ FIRE BARRIER LEGEND &HOURDWELLING SEPERATION WALL - WATER CONNECTION ® - SEWER CONNECTION SECOND FLOOR PLAN TPLEX 1/4" . T-0" AT 22'X34" LAYOUT 118" . P-0" AT 11" X 17" LAYOUT ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or Copied in part or in whole without permission from the builder. 02022 Starlight Homes LAST REVISION T1 !C P..a W N ac aC/) 0 1` Z 0 U W N SHEET NO: A2.1 ... NOTES: FIRE PARTITION/ FIRE BARRIER LEGEND REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL 2- HOUR DWELLING TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. SEPERATpN WALL THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O -WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. /® - SEWER CONNECTION SECOND FLOOR PLAN TPLEX 174' - 1'-0" AT 22'X34' LAYOUT 1/8' = 1'-0' AT 11' X 17' LAYOUT ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes LAST REVISION .0�1111illlir.. X J a W CV cc a� O PL 0 LL Z 0 0 W N SHEET NO: A2.1.1 PLAN 1386 PLAN 1386 PLAN 1386 LOT 27 LOT 28 LOT 29 ELEV OR ELEV LR ELEV KR �, FRONT ELEVATION 7-PLEX 141- F AT 22"X34" LAYOUT I V = 1-0" AT 11' X 17" LAYOUT PLAN 1386 LOT 30 ELEV A s C3 - N Cn 0 (� x Q ISSUE DATE: 05,25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes LAST REVISION c0 N 1 ;0019 . •.9 X W CV z ..I N o a� a p > ~ J w SHEET NO: A5.1 PLAN 1386 1 1 PLAN 1386 PLAN 1386 i PLAN 1386 LOT 30 1 1 LOT 31 LOT 32 LOT 33 ELEV A ELEV MR ELEV B ELEV N r, ' FRONT ELEVATION TPLEX 11 - 1'! AT 27 .- LAYOUT 1/8' - r-0• AT 11' % 1 T LAYOUT C3 N � W J 2 O I Q ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes LAST REVISION SHEET NO: A5.1.1 6. —'Z"' i CORN eEYOn PLAN 1386 LOT 30 1 ELEV A PLAN 1386 i PLAN 1386 LOT 29 LOT 28 ELEV KR ELEV LR REAR ELEVATION TPLEX = 1'-0' AT PZX34' LAYOUT 11T -1'-0' AT 11' X 1 T LAYOUT PLAN 1386 LOT 27 ELEV OR x C3 w J i O I Q F� ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 1@ 2022 Starlight Homes LAST REVISION ra CC M )iCop"1 W N z O CL ~ Q w SHEET NO: A5.1.2 PLAN 1386 PLAN 1386 PLAN 1386 LOT 33 LOT 32 LOT 31 ELEV N ELEV B ELEV MR REAR ELEVATION TPLEX AT;.- I'- LAYOUT 118' -1'-0" AT 11" X 17" LAYOUT PLAN 1386 LOT 30 ELEV A I -WALL OND ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. & 2022 Starlight Homes LAST REVISION tttckaiiiiy"r. a W SHEET NO: A5.1.3 LEFT ELEVATION 7-PLEX 1/4' - 1'-D" AT 22 X34' LAYOUT IV = T-D" AT 11' X 17' LAYOUT LOCATION OF METER BANK TO BE DETERMINED PER BUILDER AND POWER LAYOUT RIGHT ELEVATION 7-PLEX 1/4" . 1' V AT 22'X34' LAYOUT tV - /'VAT 11" X 17" LAYOUr ISSUE DATE: 05.25.2022 FOR REVIEW I REVISIONS: I These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes LAST REVISION 1C? CID t W N z 0 CL ~0 W SHEET NO: A5.1.4 FIRE BLOCKING AT EAVES �� NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. SOFFIT TO BE NON-COMBUSTIBLE SOFFIT. 77 4'-0' TYP. FIRE RETARDENT PLYWOOD WIN 4'-0' EACH SIDE OF TENANT SEPARATION NO ATTIC VENTING OR OPENINGS ALLOWED, PER 202D FLORIDA BUILDING CODE -RESIDENTIAL SECTION R30222 PLAN 1386 PLAN 1386 PLAN 1386 LOT 27 LOT 28 LOT 29 ELEV OR ELEV LR ELEV KR ROOF PLAN TPLEX V4'- I- AT 22'X34" LAYOUT 118". V-0' AT 11"X 17" LAYOUT PLAN 1386 LOT 30 ELEV A " ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. C 2022 Starlight Homes LAST REVISION N M "•'Mire1l�'r W N a d LL r., O LLO O cc SHEET NO: A5.1.5 1 1 FIRE BLOCKING AT EAVES I NO SOFFIT VENTS ALLOWED <I I IN HATCHED AREA OF EAVES. 4•-0* 1 SOFFIT TO BE NON-COMBUSTIBLE SOFFIT. 1 I � i I 0 CRICKET �,1 1' PLYWOOD CR .DER , -I� '-� PER BUILDER ,I I I 1 I P ,I r � , 1 1 1 1 1 PLAN 1386 LOT 30 ELEV A 4'-a' I,'. I r,' � I I', I I a 5:12 5:12 ¢ b TYP. FIRE RETARDENT PLYWOOD MIN 4'-0' EACH SIDE OF TENANT SEPARATION NO ATTIC VENTING OR OPENINGS ALLOWED, PER 2D20 FLORIDA BUILDING CODE -RESIDENTIAL SECTION R302.2.2 I RIDGE \ I PLYWOOD CRICKET PER BUILDER 0:12 6:12 , �q I PLAN 1386 PLAN 1386 LOT 31 LOT 32 ELEV MR ELEV B ROOF PLAN TPLEX 114 . 1'-0" AT 22X34' LAYOUT 1/8' . V-0` AT I I' X 17' LAYOUT PLAN 1386 LOT 33 ELEV N C� *_ J � O 2 Q ISSUE DATE: 05.25.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. O 2022 Starlight Homes LAST REVISION ICC) N *'TV,'rti W N N a a ti Q O 0 cc SHEET NO: A5.1.6 EXTERIOR 5/4" TRIM BD. (SEE ELEVJ 5o.7 FULL LAP CORER BD. irYPJ FACING INTERIOR FRONT CORNER CORNER BOARD DETAIL 12 - r7Po�j55 . GALVANIZED DRIP EDGE Ix2 PT _2z4 SO 3/4" HARDIE FASCIA FASCIA PER O.H. ELEV.REO. (5EE ELEV) F CHANNEL — VINYL SOFFIT J CHANNEL - EXTERIOR FINISH FLAT SOFFIT DETAIL ALP ROOF n 2x4 SIB 12 PRE-MANUF. FASCIA TRUSS 6ALVANIZED DRIP EDGE ry 5/4 5YN. W. OR Ix2 P.T. HARDIE BD. TRIM (SEE ELEV. FOR 3/4" HARDIE EXPOSM DIMENSION) FA5 1A PER O.H. ELEV. REO. (SEE ELEV) F CHANNEL J CHANNEL EXTERIOR VINYL SOFFIT FINISH HIP SOFFIT HARDIE DETAIL ,,�FASGIA D 51N6LE FRIEZE BD. 6ALVANIZED 2x4 SUB DRIP EDGE FASCIA Ix2 P.T. PRE-MAN)F. 3/4" HARDIE TRu55 FA50( IA PER EXTERIOR EO ELEV. R. O.H. FINISH SEE ELEV) J CHANNEL (Ty?) VINYL SOFFIT GABLE SOFFIT HARDIE �FASGIA DETAIL GALVANIZED 2x4 SUB DRIP EDGE FASCIA Ix2 P.T. FRE-MAN1F. 3/4" HARDIE Tom' FASCIA PER 514 5YK BD. OR ELEV. REQ. HARDIE EID. TRIM J GHWEL o>a. (SEE ELEV. FOR (TYP) (SEE ELEV) EXPOBIRE DIMENSION) VINYL SOFFIT EXTERIOR FINISH GABLE SOFFIT HARDIE r,1FA5GIA DETAIL C 51N6LE FRIEZE BD. --SILL PAN FLASHING MDVZAJE OR JAMB SILL PRODUCT SEALANT --SEALANT FLANGE SILL AT SILL BACKER BD. IX2 P.T. DAM ! BEHIND TRIM 2x4 SILL TRIM WEATHER RESISTANT I/2" GYP. eD.— BARRIER x2 WEATHER RE515TANT BARRIER #1 SHEATHING BOARD AND BATTEN 50IN6 HALL SILL DETAIL I� TES riMn . GALVANIZED DRIP EDGE Ix2 P.T.---� J CHANNEL 3/4" HARDIE — 2x4 SUB FASGA PER E XV. REO. OR (5EE ELEV) FASCIA VINYL SOFFIT J CHANNEL — EXTERIOR FINISH RAKED SOFFIT DETAIL �LI P ROOF J 12 rRc-rinr�ur. 20 50 FASCIA TRI/55 6ALVANIZED DRIP EDGE J CHANNEL Ix2 P.T. 5/4 SYN. W. OR HARDIE BD. TRIM 3/4" HARDIE O.H. (SEE ELEV. FOR FASCIA PER (SEE ELEV) EXPOSURE DIMENSION) ELEV. REG. VINYL 5OFFIT EXTERIOR J CHANNEL FINISH HIP SOFFIT HARDIE nFASGIA DETAIL 51ti LE FRIEZE BD. RAKED SOFFIT DIMENSION LOCATION ON FLOOR PLAN TO DRYWALL DIMENSION LOCATION ON SLAB PLAN TO 5LAB EDGE LIVIN5 GARAGE INTERIOR WALL DRYWALL BASEBOARD I 1/:" TO FRAME WALL GARAGE HALL DETAIL cm t J 2 6 � x i— ISSUE DATE: 08.09.19 FOR REVIEW REVISIONS: Theae drawings are the mpe4ofsbyw Homes and are not to be ubbed for c nojcdon, or Oepied in pert or in whole without permission from the buW. ® 2016 LAST REVISION LAST SAVE L I �St ■� Q f— W W 0 SHNT ND D-1 TEMPORARY TAPE "FLAP' TO HOLD FLAP L„01. KRAP7 v 5HEATHIN6 9' ROUGH OPENING NINDON FLASHIN6 METHOD 'A -I' A. A WINDOW INSTALLER WILL CUT THE BUILDING PAPER AT A 45' ANGLE TO A I POINT 9' UP ADD 9' OUT FROM THE ZIPPER CORDER5 OF THE ROUSH OPENIN5. B. THI5 WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLA514I1,15 IN STEP 6. TEMPORARY TAPE 'FLAP" TO HOLD FLAP J `—HOUSE WRAP 7 HEAD FLA5HI146 JAM FLA%t6 NNDON FLANGE SILL FLk%Vl WINDOW FLASHING METHOD 'A-1' 5 A. INSTALL HEAD FLASWN6 OVER THE WINDOW FLANGE. B. EXTEND THE HEAD R A%PN5 8' BEYOND THE ROUGH OPENING ON EACH SIDE. TEMPORARY TAPE "FLAP" TO HOLD FLAP L H RAP7 THI / / ROUSH OPENING INSTALL FLEXIBLE INSTALL FLEXIBLE �FLA5HIN5 CORNER- -FLASHING CORNERS 4' AT WINDOW SILL AT PANDON SILL SILL WRAP SILL FLASHING HNDON FLASHING METHOD 'A-1' 5-STEP PROCESS 2 A. INSTALL SILL FLASHING (EXTENDING 4" BEYOND THE ROUGH OPENING ON EACH SIDE) B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT OR EQUAL) C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDINS CORNER SHIELDS) `—HOUSE 'FLAP"AP7 FEAR FLASHING JAM FLASHMG SILL FLASH4N6 NM70W FLANGE WINDOW FLA51HIN6 METHOD 'A-1' (�.. A ALLOW THE BUILDING PAPER -FLAP- TO DRAPE OVER THE HEAD FLASHING. TEMPORARY TAPE "FLAP" TO HOLD FLAP LHOUSE WRAP '��StEATNN6 SEALANT BEHIN2 NRJOOW FLAWE SORE MSTALLATION NISION FLANGE 5LL FL"N6 WINDOW FLASHING METHOD 'A -I' A APPLY A CONTINUOUS BEAD OF SEALANT ON THE BACK SIDE OF THE 3 WINDOW FLANGE. B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. WEAKER RESISTANT CON5TRUCTION TAPE FLAP" MAP7 HEAD FLASH% JAM FLA505 Ll SILL FLASHING NNOOH FLANGE WINDOW FLA5HING METHOD 'A -I' 7 A APPLY WEATHER RESISTANT TAPE OVER THE 45' ANGLE CVT ON THE BUILDIN6 PAPER. B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM NINDON FLASHINO ,AND NRAF DETAILS TEMPORARY TAPE "FLAP" TO HOLD FLAP Z.,: WAP 7 %EAIHINS JAM FLAAIIIY NNJOK FLANGE SILL FLASHMl6 WINDOW FLASHING METHOD 'A -I' 4 A. INSTALL JAMB FLASHING OVER THE WINDOW FLAN&E ON EACH SIDE. B. EXTEND THE JAMB FLA5HIN6 4" ABOVE THE ROUGH OPENING AND W BELON THE ROUGH OPENING. C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. LNDERLAYMENT M15T BE MSTALLED NTH PROPER LAPS AND PROVIDE ADEQUATE PROTECTION FOR OFMIN65 I I II DRIP FLASHING MUST BE INSTALLED D TO I I I PROPERLY DIVERT WATER II I II — I I I WINDON FLAW5E MU II �/—BE SEALED TO PLYWOOD —T IT LJ MINIMUM 2' OVERLAP REOLIRED 7 E105 MST L+W MN1MM b' ADD E!E '.PALED AS REGUfW BY MANFACTUU BOTTOM 5EALFR STRIP MIST BE PLAQM OVER MDERLAYHHIT TO ALLON WSW TO BE DIVERTED TO THE OUTSDE SURFACE 0 Q ISSUE DATE: 08.09.19 FOR REVIEW AST REVISION LAST LW�SR6,9W£�� 6fW NOEfeT mum in CLT HOUSE WRAP 50 THAT FLA5HN6 FITS UNDM IOU HRAP TAPE EDGE STARTER! RI 'Z' FLASHING OVER TOP OF 5) HARDIE E D M LEAVE A 1/4' SAP SEIHEEN' (-LASHING AND 510IN5 FLAW, SHOW DO NOT CAU 5W AWEED IRI 225 d WATER FxIBaOR51EAm VP WN,9NRE SM OR BM AM SAI Hoff if CUT HOSE WRAP 50 THA' FLASHING FITS UNDER HO. WZAP TAPE EDS STARERS 'Z" FLASHING OVER T OF 5/4' HARDIE BD TR LEAVE A 1/4' 6AP BETWMN FLAMING AND STOWS PLAN, SHOW DO NOT CAL STARiBR S11fP — MC� T It.KlElS IUIVF I4'oIP S:TH�ISOMS AO K' IiAABG W Nof CALiX �'P r — — T15d HEATR R OJT ---e 5'4'WMEW TRW --� IEI@t BM(CR w PAWL Box 4 I.. VARIES, V H Dn"M 9EATNIAS OR WM=BAiB1 HOUSE HRAP CM SHl95 LF BIOCK1010 SE CWKID W WT CALK EXTERIOR 5rEA"W J a 6 Z EXTERIOR 51EA"M _ WRCM CF&IXKIIG "Q 5 EWES OF acr,KRs ro HOSE BIB &rhUTD. W N7f rNLK BO1Td1 OF S.COINS CAWAAR of CDT FS-- Rual6caRlRAaaero T'ROICE hMIFJGBfXK RR45I0 [g11RAC1-TO MIMES. wRPROME��w SDLwHIrr,Te� SAGM R6STARTCNLK ISSUE DATE: 08.09.19 FOR BwKwFDRIDz:BBAs " y� REVIEW RAP9DE5.514Fs0BGa MAw ALDSArIeI SIDING / TRIM AT HOSE BIB REVISIONS: LM 9DINS,SHAKE5101016 OR D BOARD AID BATATTBI SIDING / TRIM AT ELECTRIC METER BOX STAREESTRIP NRAP T RA9S0 LEAVE W SAP WIllal1 SUNS AID 7' FLAW DO D C4LX SW VIA DRUID HU AT 6* REBR PPE WKNMHkIrRRMWAWM" 5( W"EBDPAM LAPS MS,SH4FSDM5OR — WWAIDBATIB SIDING / TRIM AT GAS RISER EXTERIOR SICATHINS LAP SAVING, SHAKE 510IN6 OR BOARD AND BATTEN WM ~ OUT HOUSE WZAP 50 THAT Z FLA5HN5 FITS UDER HOUSE WRAP TAPE EDSE5. STARTER STRIP 'Z' PLA5HNS OVER TOP OF 5/4' HARDIE BD TRIM. LEAVE A 1/4" GAP BETHEEN *Z' FLASHING AND St FLAW AS 5HDWL LO NOT CAULK 215 d HEATHER CUT 5/4" HARDIE BD TRIM LAP SIDINS , STAKE 510 INS OR BOARD NO BATTEN LAP 5IDIN5 , SHAKE SID445 BOARD AND SAT N7S N CUT HOUSE WRAP SO THA FLASHM6 FlTS DOER HO k~ TAPE WE STARER: T FLA5HIN5 OVER TOP OF! HARDIE BD n LEAVE A 1/4' 6AP BETHEEN FLA5HIN6 AND SIDING FLANK SHOWl. DO NOT CAL 5w HARDIE SD TI LAP SIDING, SHAKE SIDING BOARD AND BAT1 These dmWnp am 9* STARTER STRIP ------ Prop" of N T' FLA5HIN6 — EXTaiIOR srEATlle�s Homes and are not to be utilized for conshollon, or LEAVE 1/4' 6AP BETWEEN SIDIN6 AND 'Z' FLAS RNS DO NOT WRAP copied in part or in 0cle CAULK withat pennission hm C ft buuil leer. 02.016 Slav^ Homes OZSd HEATHER CUT AS HVAC VENT LAST REVISION NECES5 I!1 VARIES In n 5J4' 164OE ® 71RM LA ��111YIt ej LMSDES.SIWi 90DS Ot - BONER 40 BATE! SIDING / TRIM AT HVAG OPENINGS POISE MAP K' RA91N5 RAVE W EAP 271,13N 9DW NO T FI.49RG W NOT CAUK W W=E BD TRW .AFSOM5,51WT5DB60R 004O 4D SAT0 SIDING / TRIM AT ELEGTRIGAL OUTLET 600 AMP SERVICE (3)-150 AMP MAIN TENANT BREAKERS / ENTRANCE RATED (i)-100 AMP MAIN HOUSE PANEL w #1 #2 #3 HOUSE 010, J 0 I 120 240V 10 32 CIR 32 CIR 32 CIR 12 CIR MLO MLO MLO MLO 1 PANEL PANEL PANEL HOUSE 01 0 PANEL ISSUE DATE: (2) 3• PVC 2" PVC 2' PVC (<P NIA J-11- 05.252022 FOR REVIEW BY OTHERS (1) #4 CU (1 j 04 CU REVISIONS: � W IRE BY OTHERS (3) 2M ALUM (3) 81 ALUM I I I I I I I 2 GALVRODS I I I I I I I �P � �R #2 CU I SL These drawings are the property of Starlight Homes and are not to be NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS I I IZ of Of PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE art or in whole copied in part or in whole co VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL. CODE. I I I I without permission from the builder, © 2022 7-UNIT ELECTRICAL PANEL DIAGRAM Starlight Homes DETAIL 1 1' =1'-0' AT 22"X34" LAYOUT =1'-0• AT 11' X 17" LAYOUT I tP 112"I I �P`' 3• I \�J LAST REVISION I I I I 2' � / 12• I LAST SAVED BY: 600 AMP SERVICE / (4)-150 AMP MAIN TENANT BREAKERS I I I I ENTRANCE RATED #a #5 06 17 01 o1 i g�U r 120 240V 10 32 CIR 32 CIR 32 CIR 32 CIR MLA MLO MLO MLO 01 Oi PANEL PANEL PANEL PANEL 9E CO0�00 r^ -j (2) 3" PVC BY OTHERS WIRE BY OTHERS T PVC (i) 7t4 CU (3) 210 ALUM SL .N5 Q Q LLI NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC Q PURPOSES ONLY. ALL WSORMATION SHOWN WAS PROVIDED FIED BY THE PLUMBING INSTALLER AND MUST 8E VERIIN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2020 FLORIDA PLUMBING CODE, 7TH EDITION. - PLUMBING RISER DIAGRAM 3^ = 1'-0" AT 22")(34' LAYOUT =1'-0' AT 1 T X 17'lAYOUi 2 GALVRODS #2 CU NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. SHEET NO: 7-UNIT ELECTRICAL PANEL DIAGRAM DETAIL 2 D-5 1' = 1'-0" AT 22'X34^ LAYOUT = 1'-0" AT 11 • X 170 LAYOUT BUILDING CODE: FLORIDA BUILDING CODE. RESIDENTIAL, 7TH EDITION (2020) MINIMUM ROOF LOADING: TOP CHORD LIVE LOAD: LESS THAN 4112 PITCH 20 PSF 012 PITCH OR GREATER_16 PSF TOP CHORD DEAD LOAD: METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAY TILE_15 PSF (REFER TO NOTE 1) 1. BUILDER SHALL VERIFY NTH ROOF COVERING MANUFACTURERS WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC. AND ATTIC SERVED WITH FIXED STAIRS/SWING DOOR 30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1607.1 BOTTOM CHORD DEAD LOAD 10 PSF MINIMUM FLOOR LOADING: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS ----SD PSF STAIRS 40 PSF DECKS_ 40 PSF BALCONIES (LESS THAN 100 SF) 60 PSF BALCONIES 100 PSF TOP CHORD DEAD LOAD: CARPET, VINYL, OR WOOD 10 PSF CERAMIC TILE 10 PSF (REFER TO NOTE 2) 2. TILE FLOOR LOADING ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO A 23132-INCH OSB SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 21INCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD_5 PSF GUARDS AND HMIDR - CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 2D0 LBS IN -FILL COMPONENTS 50 PLF DEFLECTION CRITERIR ti ROOF RAFTERS/TRUSSES LIVE LOAD L 1240 TOTALLOAD L1240 FLOOR JOISTSITRUSSES LIVE LOAD L /360 (REFER TO NOTE 3) TOTALLOAD L 1240 (REFER TO NOTE 3) 3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S WRITTEN SPECIFICATIONS. FOR TILE FLOORING, REFER TO THE TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS. AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS WIND LOADS WITH PLASTER OR STUCCO FINISH _L 1360 WIND LOADS WTH OTHER BRITTLE FINISHES L / 240 WIND LOADS WTH FLEXIBLE FINISHES L / 180 DIFFERENTIAL DEFTECTION: THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24' O.C. THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERSITRUSSES SPACED AT 24' O.C. LIVE LOAD L /240: 020' MAX DIFFERENTIAL DEFLECTION TOTALLOAD L/180: 027' MAX DIFFERENTAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L 1360: DAX MAX DIFFERENTIAL DEFLECTION TOTALLOAD L/24D'. 0.20' MAX DIFFERENTIAL DEFLECTION ABOREVIATUM A.B. ANCHOR BOLT A/C AIR CONDITIONER INT. INTERIOR ATT ABOVE FINISHED FLOOR MAX. MAXIMUM A.H.U. AIR -HANDLER UNIT MCD MONTA CONSULTING & DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC BCDL. BOTTOM CHORD DEAD LOAD MPSI MILLION POUNDS / SQUARE INCH BRG. BEARING NO, NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE 4. CENTER LINE O.C. ON CENTER C.J. CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIA DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURE TREATED ELEC ELECTRICAL REOV REQUIRED ELEV ELEVATION RM, ROOM E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING E.W. EACH WAY SCL STRUCTURAL COMPOSITE LUMBER EXT. EXTERIOR SGD SLIDING GLASS DOOR FBC FLORIDA BUILDING CODE SIM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FLR. FLOOR SO. FT. SQUARE FOOT/FEET FND. FOUNDATION SUB SUB -CONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT/FEET TCDL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD F.V. FIELD VERIFY T.O.M. TOP OF MASONRY GALV. GALVANIZED TOW. TOP OF WALL G.G. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYP. TYPICAL GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HGT. HEIGHT W WITH HORIZ. HORIZONTAL WWF WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND CODE: ASCE 7-16. MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, 7M EDITION (2020) MIND DESIGN RECNREMBIM: RISK CATEGORY II BUILDING TYPE VB WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18 MAXIMUM MEAN ROOF HEIGHT 30 ft VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 PN 4 4 4 4 ZONE 4 a = 4 FEET FROM ALL EXTERIOR ® ZONE 5 CORNERS PER FBC-R301.2(7) ROOF SHEATHING & NAILING: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WND AREA (SQUARE FEET) ZONE PRESSURES (PSF) ZONE PRESSURES (PSF) 0 -19 ft' +292 -31.7 +29.2 -39.1 20-49R +27.9 -30.4 +27.9 -36.5 50 - 99 ft1 +262 -28.7 +262 -33.0 700-1991L� +24.9 -27.3 +24.1 -30.4 200+ft +23.5 -26.0 +23.5 -27.8 7'-0" x 9'4Y GARAGE DOOR +2s.7 747' x 19-0' GARAGE DOOR +24.6 -27.5 SOFFIT PRESSURES +29.2 -39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1.67 TO CONVERT TO ULTIMATE WIND PRESSURES. ROOF SHEATHING AND NAILING SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: w ROOF PITCH MINIMUM EAVE/RIDGE INTERIOR ALTERNATE SAVE/RIDGE INTERIOR b w SPAN MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING w0 RATING THICKNESS TINE (EDGE/FIELD) (EDGE/FIELD) TYPE (EDGE/FIELD) (EDGE/FIELD) 4112&LESS 32/16 IS/32" RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 y 4f.1128 GREATER 24/16 7/16" RSRS-01 6/6 6/6 0.131"x 3" 4/6 6/6 RECOMMENDED 40/20 19/32' RSRS-03 or 6/6 6/6 0.131 '0 (ALL PITCHES) RSRS-04 F2 ALTERNATIVE 32/16 15/32" RSRS 01 6/6 6/6 0.131"x3" 4/6 6/6 (IF PERMITTED) "NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC-R SECTION R301.1 AND DOES NOT MATCH THOSE OUTLINED IN SECTION R803.2. CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS, OSB OR PLYWOOD , (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. FOR TILE & - METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED$ UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN SPECIFICATIONS. - r 2. BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WTH THE SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS 3. SHEATHING TO BE PLACED WITH LONG DIMENSION r PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY } CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. w/ s 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH X0, i LESS THAN OR EQUAL T04/12, THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4 / 12 PITCH FOR THE ENTIRE STRUCTURE.` Y{"�Yf �,!�`v}✓i'r/ k 5. THE'EAVE/RIDGE" ZONE IS MEASURED 4 FEET FROM THE x� PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS. {) AR{ { s F £ = INTERIOR ZONE 6. EDGE = NAIL SPACING ALONG PANEL EDGES. p { } K{r 7. FIELD NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE =EAVE/RIDGE ZONE i _ PANEL FIELD. n r B. RSRS-01, RSRS-03, RSRS434 ARE RING SHANK NAILS MEETING a = 4 FEET FROM ALL THE SPECIFICATIONS IN ASTM F1667. EAVES AND RIDGES O F S. 0.131' X 3' SMOOTH SHANK NAILS MAYBE USED IF NOTED IN PER FBC-R301.2(7) �_ {'! -✓, _ X':I-_ Q THE ROOF SHEATHING AND NAILING TABLE. "N.P.' INDICATES I THAT ALTERNATIVE NAILS ARE NOT PERMITTED. I"-�"x nLE ROOF&: 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY WHEN PERMITTED BY THE MANUFACTURER'S WRITTEN SPECIFICATIONS. 'N.P.' INDICATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24116. AND A MINIMUM THICKNESS OF 7116' OSB OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAY BE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL WTH (1)-ROW0.131'x2-12' NAILS AT 3' O.C. AT EDGES, AND 6-O.C. IN THE FIELD, INSTALL MIN. 2x4 SYPN2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL WF10 FOR MORE INFORMATION. FASTENERS' REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0,131"x 2-1r7 OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EOUIVALENTTO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A153. APA RATED SHEATHING NOTE: SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE Zx4 SYP $2, NAILED AT EACH END WITH (3)-0.131"x 3' TOE -NAILS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ HEAD DIAMETER LENGTH Bd 0.131-x* .281' 10d 0.148' x 3' .312' .131-x 3'GUN NAIL 0.131'x3' .281" 12d&led SINKER 0.148'x3k .312 led j 0.16Tx34' j 3W (RSRS-07)RING SHANK 0.113'x2i' .281- (RSR:4 RING SHANK 0.131'x2}' .281' (RSRS4M) RING SHANK 0.120' x 3' .281' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS RED. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER ITS BEING ATTACHED TO. 3, PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1667. INDEX OF DRAWINGS I SHEET I SHEET TITLE I S1 STRUCTURAL COVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S4 NOT USED S5 FIRST FLOOR FRAMING PLAN S5.1 FIRST FLOOR FRAMING PLAN /J ERAL DETAILS SD5 TWO STORY DETAILS SD6 PARTY WALL DETAILS SD7 PARTY WALL DETAILS PW1 U373 WALL ASSEMBLY PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY SDWC SDWC DETAILS SDWF SDWF DETAILS WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS o MASTER UPDATES INUMBER I DATE I DESCRIPTION I INITIALS I,- 1 1 1 6/9/2023 1 CREATED 7-UNIT BUILDING TYPE W PER TYTH-BLDG 5 (BFS) IDP p w I- H W w w \�%%iiiiy/jt e_-7 # C7 Z_ N 0 J Uj m JO xaZ I- IL i 0 WLU0 � -j S STRUCT: DP Q CC OC CHEIX: 0 w JOB No. STAR-17115 I SGLE: AS INDICATED w DATE: 062023 S1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERM TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A615: A.REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40, U.N.O. BAEFER TO DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND GRADE. C.REFER TO LINTEL PLAN FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE AND GRADE. 2. REQUIRED LAP SPLICES SHALL BE AS DEFINED IN TABLE BELOW. TABLE MDW REOO LAP SPUCE, EMBEDMENT, AND HOCKED REINF. STEEL ANCHES) GRADE40 GRADE60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 'A' 'B' 'C' 'D' 'A' 'D" MASONRY 'D' CONCRETE #3 2-//4' 417 6' 1S 2-1/4' 15' 1W#4 3' 6" 6' 20' 3' 20' 24' 95 3-3/4' 7-17 6' 25' 33/4' Z46' 25" 30' #6 4-179'6' 30' 4-i/7 40"#7 S114' 1 417 T 41' 5-114" O #3=2)5- U ULA - #4=2Ii #5=2' #6=3' #7=3W H• LAP SPLICE STANDARD 9V HOOK STANDARD IBC HOOK CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 6" PLUS OR MINUS I%AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A485 FOR 6x6xW1.4xWI.4 W✓AF SHALL BE LAPPED AT LEAST 8' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 61.FISERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF YAW. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,' AC1301. 4, FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WITH A STANDARD 90-DEGREE HOOK AT THE CORNER, REFER TO TABLE MD08 ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. 5. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. MASONRY WALL CONSTRUCTION 1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90, SHALL BE NORMAL WEIGHT, SHALL BE LAID IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (hn) OF 2000 PSI AS DETERMINED BY THE UNIT STRENGTH METHOD. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. GROUT SHALL CONFORM TO ASTM C476. COARSE GROUT SHALL BE UTILIZED WITH A MAXIMUM AGGREGATE SIZE OF 3/84NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, USE OF 9GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 5. SHOULD AREAS OF STACK BOND EXIST, UTILIZE 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED. 6. VERTICAL REINFORCEMENT SHALL BE PLACED AS NOTED ON THE DOWEL PLACEMENT PLAN WITHIN CELLS FILLED WITH COARSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP AND BOTTOM AND MAXIMUM 6-7 U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL; USE REBAR POSITIONERS IN MIDDLE OF WALL. 7. NO NONSTRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS. e. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER N MIN. 16 GA. TIES SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION. 9. VERTICAL REINFORCMENT SHALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 90-DEGREE HOOK INTO THE FOOTING REINFORCEMENT. 10. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. 11. EXCEPT AS SPECIFICALLY NOTED THIS PLAN, THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS 602-16). 12. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES -1/4' TO * IQ" 14. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2X P.T. ATTACHED TO CMU W/MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL WI MIN. 14W EMBEDMENT OR I W TAPCON WI MIN. 1-17 EMBEDMENT @ 16' O.C. MEASURED VERTICALLY AND 4- FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR • MAX 2P O.C. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSUAWC'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF02 OR SPF#I/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED 'No.1Mo.7 BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED'No 2' BY SPIS, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED'No. 2" GR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. S. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS. SHEAR WALLS, AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING)SHALL BE SPF#1N2 OR SYP#2 OR BETTER U.N.O. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS, E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. S. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1' IN DIA FOR PLUMBING LINES. ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACO-C, ACO-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16. TRUSS SPACING SHALL BE 24" O.C. MAX UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE IW O.C. MAX OR AS OTHERWISE NOTED. 17. AT ALL NON -SEARING WALLS: FRAME STUDS ® 24' O.C. W/ SINGLE TOP AND BOTTOM PLATE. LEAVE 1-17 GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WITH SIMPSON DTC CLIP OR 2x4 SYP No. 2 BLOCKING WITH (2} 0.131"x 3" NAILS TOP & BOTTOM 18. ALIGN TRUSSES AND HAND FRAMING $O ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 19. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. FLOOR FRAMING NOTES: GENERAL NOTES 1. FLOOR JOIST/T USS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS RED. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION RED. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING TO BE 3W PLYWOOD MIN. OR 230370SB MIN. APA (4a24) RATED SHEATHING OR STRUCTURAL 1, WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131"x 3'. 0.131'x 3'RING OR SPIRAL SHANK HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 4- ON EDGES AND 12' IN FIELD. ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSOAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER (SCL)AS DEFINED BY NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) OR STRUCTURAL GLUED LAMINATED TIMBER AS DEFINED BY NDS SECTION 5.1. VALUES AS FOLLOWS: COLUMNS I BEAMS I STUD COMB. NO. 50 GLULAM SCL E=1.9 MPSI E=1.7 MPSI E=20 MPSI E=1.5 MPSI FBY=2100 PSI FB=26W FB =3000 FB=2200 FBX=2,100 PSI FT=1650 FT=1700 FT=15W FCII = 1,700 PSI FC 11= 3000 FC Il= 3000 FC 11= 2100 FC_=450 FC_=900 FC_=450 FV=285 FV=285 FV=150 1. USE 17 CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2.5/8• TYPE "X' GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LMNG SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS/ FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS/DETAILS ALONG N CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE ANDAN SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 124NCH (127MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS. AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING. 2. WOOD TREATED WITH ACQC OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 1. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A LICENSED ENGINEER'S SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS ATRUSS DESIGN A.ALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING A SPECIFIC GRAVITY (G) OF AT LEAST 0.50 B. THE TRUSS DESIGNISYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN/SYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS. 2. THE TRUSS MANUFACTURER SHALL VERIFY TRUSS GEOMETRY WITH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED. 4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE, AND LAYOUT. 5, JOSSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WITH THE CURRENT EDITION OF SECA BUILDING COMPONENT SAFETY INFORMATION (BCSI). 6. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WITH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEDULE. 7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES ON TRUSS ENGINEERING DOCUMENTS MAY BE DISREGARDED. S. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN. AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESIGN/SYSTEM ENGINEER. S. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. ZX4 SYP i2 BLOCKING: A. WIZEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO TRUSS TOP CHORD W/(2HROWS 0.131' X 3' NAILS AT 12' O.C. STAGGERED 6', BEGINNING 4' FROM EA. END. B. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL BLOCKING AT 24' O.C. AND NAIL TO TRUSS TOP CHORDS N (3).0.131' x 3' TOENAILS OR FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. C. PLYWOOD EDGES AT RIDGES REQUIRE BLOCKING W/(3)- 0.131' x 3' TOE -NAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS'X' BRACING: MIN 214 SYP #2 AT ANGLE APPROX. 45' FROM VERT, TO EA. TRUSS MEMBER w/(3)-0.131"X 3' NAILS. SPACE-X' BRACING ALONG TRUSS SPAN 10'-0-MAX AND EQUALLY SPACED FROM END OF TRUSS. 'X' BRACING TO START 20'-0' MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-03 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 20 SPF #2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0' O.C. MAX NIN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH N(3)- o131' X 3' NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24-) PLUS 6- MIN PAST BOTTOM CHORD. 12. INSTALL PERMANENT 2x CONTINUOUS LATERAL RESTRAINT (CLR) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. (T- BRACING MAY BE USED I.L.O. PEMANENT CLS IF IT EXTENDS MIN. 90%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). 13. AT RAISED HEEL TRUSSES, 214 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL N (2) 0.131-x T TOE -NAILS REQO. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12' TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX TRUSSES, THEN BOTTOM TO TOP N (2) 0.131' x 3' NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER BCSIS3. 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN. NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED KNOUT WRITTEN APPROVAL FROM MCD. 16. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/c UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. REFER TO DETAIL TB01 THIS SHEET. PER CURRENT EDITION FBC-R SECTION M1305: NOTE TO CONTRACTOR: ATTICS CONTAINING APPLIANCES SHALL BE CONTACT FOR FOR PROVIDED WITH AN OPENING AND CLEAR AND ADDITIONAL REVIEW PRIOR UN OBSTRUCTED PASSAGEWAY LARGE ENOUGH TO TO CONSTRUCTION IF AL OW REMOVAL F TH RG LARGEST APP C BUT L O E LA E LIAN E, TRUSSA'LAN ORIENTATION NOT LESS THAN 30' HIGH AND 22" WIDE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN SIT DEEP AND 30' DIFFERS THAN INDICATED It WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE THIS DETAIL APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED 12 INFORMATION NOT COVERED ON DETAIL SEE ROOF SHEATHING PLAN ATTACH PER NAILING SCHEDULE 27 MIN. GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER 2x1 02 SYP RAT RUN UNIT OR SYSTEM TOP AND BOTTOM MIN SHALL BE PROVIDED BY MECHANICAL (2)BAYS PAST AIC 3 CONTRACTOR OR BY LOCATION. MIN (3) BAY }, d• OTHERS, NOT BY MCD LAP - (2) 0.1TO67 EAz 317 NAILS CH TRUSS. TYP EACH SIDE STANDARD TRUSS BOTTOM CHORD BO A/C IN TRUSSES 3/4'=1'-U' FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4' 0 HOLE MIN. S` DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30' MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPSICANNECTOR SUBSTITUTION THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIR CONSTRUCTION 2XIZS MAY BE USED ILO TIMBER STRANDS FOR STAIR STRINGERS. RIM BOARDS MAYBE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SuSSTTtUnON WOOD STUDS MAY BE SUBBED wY METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED JaOLT -17 ALLTHREAD ROD w/ 2' x 7 SO. WASHER DRILL & EPDXY w/ SIMPSON SET-XP EPDXY WITH MIN. T EMBEDMENT. ArIx6' SIMPSON TITEN HD THREADED ANCHORS WILOP112 WASHER MAY BE USED ILO 10 JSOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS FOR BED JOINTS Ir2"A", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REDO) FOR HEAD JOINTS GREATER THAN 3W. GROUT FILL CELL IN BLOCK AFFECTED ON EASIDE OF JOINT. PROVIDE (1) $5 VERT. REINF. IN EA. CELL CONT. PER PLAN. ""EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS IV (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WAN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REOO TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1)#5 VERT. REINF. IN EA CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION -17, NO FIX IS REO'D POUR TIESEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM -I2"-1-Ire', GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1 re", CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: - WIDE FLANGE SECTIONS: ASTM A992, FY = 50 KSI FU = 65KSI - TUBE STEEL (HSS): ASTM A500, GRADES, FY= 42 KSI - PIPE STEEL: ASTM A53, GRADE B, FY = 35 KSI - ALL OTHER STRUCTURAL & MISC. STEEL: ASTM A36, FY=36 KSI 2. STRUCTURAL STEEL CONNECTIONS: - ALL BOLT CONNECTIONS SHALL BE AT'SNUG-TIGHT' CONDITION AS DEFINED IN AISC 360. BOLTS USED IN STEEL CONNECTIONS: A325 U.N.O. - ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE 36 BOLTS SMALLER THAN 5/8' DIA.: A307 ALL SHOP AND FIELD WELDS TO USE E70M ELECTRODE 3. STEEL SHOP DRAWINGS TO BE PROVIDED TO FOR FOR REVIEW AND APPROVAL BEFORE FABRICATION. SHOP DRAWINGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTIONS ATTACHMENTS (INCLUDING WELD SIZE AND TYPE), FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION, 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPUER SHALL DESIGN TRUSS TOP CHORDS AND/OR BOTTOM CHORDS TO SUPPORT MIN. (2) 7516 POINT LOAD EACH TRUSS ATTIRE A/C LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS STANDARD TRUSS TOP CHORD VARIES OTHERS /� TRUSS WEBS NOT / SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2x4 #2 SVP CROSS BRACING (AT 45') WI (3) 0.14S' x 3-1/4' NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REDO FOR LEVEL WORKING SURFACE W W r Z NJ I.L 0 F_ U D�/ W /F_/� A#/ S STRUCT: DP < a al6ac u 0 w JOB N=. STAR-17115 t SCALE: AS INDICATED ~ DATE: 062023 H D S1.1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1386-OR 13WLR 1386-KR 1386-A 13Bfi-MR 13Bfi 6 138" BUILDING KEY INUMNcooURRE0ESISNOTE: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT FOUNDATION NOTES: 1. PROVIDE MIN. B MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO SE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. r AND SEALED. REFER TO FSC-R CURRENT EDITION SECTION R5082.3 FO COVER IS NOT MET IN ANY DIRECTION, ARECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP, 2 PROVIDE1l2" ICK250JPSICONC.SLABWSx8xW1.4,M,4 ELMDWRE RECESS DETAIL. INSWNG DOORS WITH NO COVER FABRIC(VANF), PLACED IN MIDDLE TO UPPER 15 OFSUAB DEPTH OVER REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO W WF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT W MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. INSWING DOORS WTH COVER (MIN SIFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB, IF MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REO'D & CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. INSWNG DOORS WITH NO COVER REQUIRE ARECESS 4. EXTERIOR BLASS SHALL SLOPE 1W PER FOOT AWAY FROM HOUSE. 5, CONTROL JOINT$(IF SHOWN)ARE NOT REQ'D SYCODE BUTANE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO SE SAW CUT A DEPTH OF IW OF THE THICKNESS OF THE SLAB. PILL CUT WAPPROVM JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. S. MECHANICAL EQUIP. LOCATIONS WILL M DETERMINED BY COMMUNITY & COUNTYCODES. T. FOUNDATIONS ANDSUPPORTSFOROUTDOORMECHMICAI SYSTEMS SHALL M RAISED AT LEAST 7 ABOVE THE PIN... GRADE ' AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION i w INSTRUCTIONS. N" 6. NO WOOD STAKES PERMITTED IN FOUNDATION. 4A IOw 9. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TOM STEPPED DCWMA. I� h SEE SHEET W FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 10. SEE DETAIL TABLE MOOS ON SIA FOR REQUIRED STEEL BENDS AND LAP # A SPLICE. SEE DTL MFW AND MF10 ON W FOR STANDARD FOOTING STEP DOOM MD CORNER INFORMATION. Id 11. AN V EQUIPMENTAND/ORAPPLIMCESHAWNGMN Nm WURCESHALL BE ELEVATED A MIN OF 16". CONTRACTOR TO PROVIDE SUCH PLATFORM W ERHER MASONRY OR WOOD CONSTRUCTION 12. ASSUMEOALLOWABLESOILMARINGPRESSURE AFTER COMPACTION: 20XI PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS)- IFSOILCONDITIONSINTHEPROJECTOONOTMEETOR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE 5 12 ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICA OF FQUNOATION 10'-0" ( DESIGN. SOIL TO SE FREE OF ORGMICMATERIALMDCOHESIVESp148, COMPACTED IN 12" LIFTS TO AT LEAST 9 S OF MAX DRY DENSD M ( DETERMINEDBYASTM-DI5 7(MODIFIEDPROCTOR). FOB THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. I 13. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE _ REQUIREDCOURSES FOR STEAIWALL FOUNDATION. SEE STEMWALLCHMT FOR DEPTH OF REQUIRED REINFORCEMENT AND FOONG SQZS PEN FO6� II11 STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REVIEW ANDOR PROVIDE Im t 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -.pTQP- CONTACT E.O.R.PRIOR TOCONSTRUCTION 15. ALLFWNOATION PADS WHERE SHOWN ON THE BELOW FOOTNIG SCHEDU LE SHALL BE INSTALLED WHERE THE DEPTH OF THE "-" FOOTINGWLL BE MEASURED FROM THE LOWESTSLABELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE I CONDITIONS ANDIOR LOCATIONS. CONTRACTOR TO MELD VERIFY (SI M. EXTERIOR I ALL MINIMUM FOUN DATION DIMENSIONS AND REINFORCEMENT SLAB ADJACENT REOUIREMENTS ME MET. TO FOOTING) I, 16. FIELD TO VERIFYALL GAS LINE MD PLUMBING LOCATIONS PRIOR TO I POURING SLAB, FOOTING SCHEDULE tri12'Y17 tlp w/#5'1 EQUALLY SPACED EA, 1O WAYMIN.7 HORQ.CLEARANCE BETWEEN MIN(2)#SE.W BARS & 7 MIN. COVER M EDGE OFCONC. iri24'xl7 tlp w/ R'5's EQUALLY SPACED EA. ER3"O.C.& wh 24SID� 1A WAYMIN.7HORIZ.CLEARANCE BETWEEN (3)JIS.OTELT0I7 BARS&3"MIN.CMERMEMEOFCONC. BIDE D.Q. 24'Y24117 tlp wl W. EQUALLY SPACED EA. O WAY MIN. 7 HORIZ CLEARANCE BETWEEN MIN (3)#5E.W. BARS & 7 MIN. COVER TO EDGE OF CONIC. 28'k26NI2'6p wl#WA EQUALLY SPACED EA 2.3 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (4)05 E.W. BARS & 7 MIN. COVER TO EDGE OF CONC. 3Pk 17 tlp w/#Ws EQUALLY SPACED EA 2.5 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (4)95 E.W BARS & 7 MIN, COVER TO EDGE OF GONG. 31*13ri 12" tlP 111161 EQUALLY SPACED EA, 2.6 WAYMIN.7 HORN. CLEARANCE BETWEEN MIN (5)#5E.W. BARS & 3- MIN. COVER TO EDGE OF CONC. 16'136"111"tlp w/ IL5'A EQUALLY SPACED EA O WAVMIN.7 MORIZ.CLEARANCE BETWEEN MIN (5)#5EW BARS & 7 MIN. COVER TO EDGE OF CONC. 4Zk42'k12" tlp w/IRS's EQUALLY SPACED EA 3.5 WAY MIN. 7 HORN. CLEARANCE BETWEEN MIN(6)#5E.W. BARS & 7 MIN. COVER TO EDGE OF DOING 4ri47x1B tlp w/#Sn EQUALLY SPACED EA ® WAY MIN. 7 NOR 0. CLEARANCE BETWEEN MIN(6)#5E.W. BARS & 7 MIN. COVER TO EDGE OF GONG. QN4S'k12" tlp w/#Ss EQUALLY SPACED EA. O WAY MIN.7 HORIZ. CLEARANCE BETWEEN MIN (I) # 5EW. BARS & 3" MIN. COVER TO EDGE OF CONIC. 4B'w48'x IT 1p,1M7, EQUALLY SPACED EA. IA WAYMIN.7HORMCLEARANCEBETWEEN MIN (7)#5 E.W BARS & 7 MIN. COVER TO EDGE OF CONC. 46"x46"x24"tlp W/ *EQUALLYSPACEDEA. 4B WAY MI4.7 HORQ. CLEARANCE BETWEEN MIN (8)#5E.W. BARS & 3" MIN. COVER M EDGE OF GONG. 52'X52'1 12* IP I4KrI EQUALLY SPACED EA. 4.3 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (7)#5EW. BARS & 7 MIN. COVER TO EDGE OF OONC. W,54116` dP w/#WA EQUALLY SPACED EA, 4.5 WAY MIN.7 HORIZ. CLEARANCE BETWEEN MIN (8)# 5 E.W. BARS & 7 MIN. COVER TO EDGE OFCONC. 54154' 24" tlp wMW. EQUALLY SPACED EA. ® WAY MIN. 7 HORN. CLEARANCE BETWEEN MIN (9)#5EW BARS & 7 MIN. COVER TO EDGE OF OONC. tlp,AM EQUALLY SPACED EA OSDk60k16 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN(9)#5E.W. BARS & 7 MIN. COVER TO EDGE OF CONIC. 86XB8'ki8" tlp,f Ws EQUALLY SPACED EA. 5.5 WAYMIN.7 HMO. CLEARANCE BETWEEN MIN (10) # 5 E.W. FOUNDATION PLAN IJVV'VIIt LV 1 L/ IJVV-LI\ L.V 1 GV IJVV-I%I\ LV I G.7 IJVV-!l LV I JV 1/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. rrsu111roiii Z t7 O FO Q J � E O W Z V� Q H3 =W ~ O LL W Z p �a,�I o d� q N t C V M � (� r Z N Ole � m O � = W 2 a0 W w W O END: TH z 00 CHE«: CC 0 w JOB NP. BTAR-17115 Z BcALB: AS INDICATED WTE: 06=` N 0 -Cl \j 2 Z V I I I r 1386-0R 1386-LR 1386-KR 1386A 13B6-11, 1- 1388-N BUILDING KEY . EXTERIOR\ B ADJACENT OOTING) INSWING DOOR RECESS NOTE: FOUNDATION NOTES: INSWING DOORS WITH COVER (MIN SFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR)DO NOT 1. PROVIDE MIN.6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. W AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R5061.3 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHETYP. 2 PROVIDES.12"THICK25t10 PSICONC.SLABW6a8xWi.4 .4WELDEDWRE RECESS DETAIL. INS\MNG DOORS WITH NO COVER FABRIC IWWF), PLACED IN MIDDLE TO UPPER 15 OF SLAB DEPTH OVER 6 REQUIRE A RECESS MIL VAPOR BARRIER ON COMPACTED FILL (PEER MESH MAY BE USED ILO 1WW WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT MMAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. INSW NG DOORS WTH COVER (MIN SFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS NOT MET IN ANV DIRECTION, A RECESS IS REO'D & CONTRACTOR TO FOLLOW THE TYP. RECEWDETAIL INSWING DOORS WITH NOCOVER REQUIRE A RECESS 4. EXTERIOR SLABS SHALL SLOPE IB- PER FOOT AWAY FROM HOUSE. S. CONTROL JOINTS (IF SHOWN) ME NOT READ BYCODE BUT ME SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO SE SAW CUT A DEPTH OF 1W OF THE THICKNESS OF THE SLAB. FILL CUT WAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. B. MECHANICAL EQUIP. LOCATIONS WLL BE DETERMINED COMMUNITY B COUNTYCODES. MO 7. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST W ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO TH E MANUFACTURERS INSTALLATION ra INSTRUCTIONS. ,IN- B. NO WOOD STAKES PERMITTED IN FOUNDATION. �c 9. PENDING SITE CONDITIONS. FOUNDATION MAV IGCTTO '''a-\ u•rvy' ODBESTOPPED ADDITIONAL INFORMATION. GC TO DETERMINE STEP SEESHEECKTIONS IF REQ LOCATIONS IF REQUIRED 10, SEE DETAIL TABLE MDDS ON S1.1 FOR REQUIRED STEEL BENDS ANDLM SPLICE. SEE DTLMFOBANDMFIOON WFORSTANDMDFOOTINGSTEP DOWN AND CORNER INFORMATION. 11. ANY EQUIPMENTMD/ORAPPLUNCESHAMNGANIGNITK)NSOURCESHALL BE ELEVATED A MIN OF 16-. CONTRACTOR TO PROVIDE SUCH PLATFORM w/ . EITHER MASONRY OR WOOD CONSTRUCTION 12. ASSUMEDALLMMLESOILBEMINGPRESSUREAFTERCOMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF 801L CONDITIONS IN THE PROJECT DO NOT MEETOR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACTTHE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95%OF MAX DRV DENSITY AS DETERMINED BV ASTM - D1557 ( MODIFIED PROCTOR ). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CMAO TYOF-I PSF. 13. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED. GC. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART FOR REQUIRED REINFORCEMENT AND FOOTING SAS PENDING DEPTH OF STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REVIEW AND PROVIDE 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE-AT-w- CONTACT E.O.R. PRIOR TO CONSTRUCTION 15. ALLFQUNOATON RAW WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL SE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL SE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ME MET. 16. FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SLAB, FOOTING SCHEDULE 17X12117 dp w/ MS's EQUALLY SPACED EA. O WAYMIN.TNORIZ.CLEARANCE BETWEEN MIN(2)&5E.W. BARS & 3' MIN. COVER TO EDGE OF CONC. 12124N176pw/M5's EOIALLVSPACEDEA 2451DE �3 O.C.SMIN 1A WAYMIN.T MORQ.CLEMANCE BETWEEN (3)05PARALLELTO17 BARS&7MIN COVERTOEDGEOFCONC SIDEtwo.c. 24124117 dp w/ MSs EQUALLY SPACED EA O WAY MIN T HORIZ CLEARANCE BETWEEN MIN (3)N 5EW. BARS &7 MIN COVER TO EDGE OF CONC 2B12811T dp w/ /Ss EQUALLY SPACED EA 2.3 WAVMIN.Z'HORQCLEARANCEBETWEEN MIN(4)05E.W. BARS & 8 MIN. COVER TO EDGE OF ODIC. 30130117 dp w/J5s EQUALLY SPACED EA 2.5 WAV ..IN7 HORR. CLEARANCE BETWEEN MIN(4)RSE.W. BARS &7MIN, COVER TO EDGE OF CONC. 37s32117 dp w/ &Ss EQUALLY SPACED EA, Q.6 WAYMIN.7 ORR. CLEARANCE BETWEEN MIN(5)05E.W. BARS &7MIN. COVER TO EDGE OF CONC. 36136117 dp w/ M5's EQUALLY SPACED EA O WAYMIN.7 HORQ.CLEARANCEBETWEEN MIN(S)RSE.W. BARS & 3' MIN. COVER TO EDGE OF CONC 42Y42117dp*Ii IEQUALLYSPACEDEA 3.5 WAY MIN 7 HORQ CLEARANCE BETWEEN MIN (6" 5 E.W BARB d 7 MIN. COVER TO EDGE OF CONC. 47X47F16' dp w/ d * EQUALLY SPACED EA ® WAY MIN. 7 HORQ. CLEARANCE BETWEEN MIN (6)05 E.W. BARS & r MIN. COVER TO EDGE OFCONC. 4B1 17 dp w/ N6s EQUALLY SPACED EA O WAY MIN. 7 HORR. CLEARANCE BETWEEN MIN T)&5E.W. BARS & 3' MIN. COVER TO EDGE OF CONC. 4814 I W dp w/ MSs EQUALLY SPACED EA O WAVMW.7 HOTR.CLEARANCEBETWEEN MIN(n#5E.W. BARS & W MIN. COVER TO EDGE OF CONC. 48146124" dp W1 V76 EQUALLY SPACED EA 4B WAYMIN. 7 NONE, CLEARANCE BETWEEN MIN(8)#SE.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 521 IT dp w/ NS'c EQUALLY SPACED EA, 4.3 WAYMIN.7 HOR2.CLEARANCEBETWEEN MIN(7)t5EW. BARS & T MIN. COVER TO EDGE OF CONC. 541S411Tdp wAW EQUALLYSPACEDEA 1.5 WAY MIN. 7 HORR. CLEARANCE BETWEEN MIN (8)05 E.W. BARS d 3' MIN. COVER TO EDGE OF CONC. 54154124" dD wrff EQUALLY SPACED EA. WAYMIN. 7 HORR. CLEARANCE BETWEEN MIN(9)R 5 E.W. BARS & 3' MIN. COVER TO EDGE OFCONC. 6016[TNIW dp wMSs EQUALLY SPACED EA. O WAYMIN.2'HOR2. CLEARANCE BETWEEN MIN (9)05 E.W. - BARS d T MIN. COVER TO EDGE OF CONC. nlal6'dP WM . EQUALLY SPACEDEA 5.5 MIN. 7 HORC CLEARANCE BETWEEN MIN (10)R5 E.W. 0 w 0 rc U U Q FOUNDATION PLAN. 1386-MR LOT 31 1386-B LOT 32 1386-N LOT 33 1/4"=1'-0" IE COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2a4Y (2STORY FTG) I 2010" (2STORY FTG) I 17-10" (2-STORY FTG) 101-0' 91S 12" 7-6 12" 101-0" 512" 91S 12" 10'4' 31/I I F S A!C PAD I - FOB 3 FOB FG8� FOB S3 § QLL A/C PAD I w 3 'v Y 3 _ -I- I A/C PAD F0B I FOB Nil § niff 3 MF3 53 ry , ulffi y ,..-....... ............ .... Y II I S3�- ( I'-101/4' I I� J- - 3 �S 2.6 3'-1' 3.5 T-B 3/4' I I 3'-,01/4' FIN. PLR. I 13-12' T�. I SLAB M WELDED WARE FABRIC OR FIBER MESHAS I 16-13/4" I I i 3 3'-101//' 15'-113/4' I I I INDICATED IN FOUNDATION NOTES {2 I I I I 0A-0" FN. FLIT J, 0„ T FIN FLIT OJr I SY"HICKCO312"THICKCONC :I I A- e_� I SLAB W/ WELDED WARE FABRIC OR FIBER MESH 3-12NO • - T 1 SLABVWWELDEDVMRE I !' MESH AS INDICATED IN FOUNDATION NOTES 02 AASBiNDICATED IN: (ry I FOUNDATION NO TES i2 I I .., I.:: I :1:.."W I I I._`�Y' .' ^ I 8'-t012" 2-0" ci 5" - - Y N _ ITT5 LJx�l I _, G'-7,2 11 L I1aalrr= I* I s,rr 71II I t 712' zLL F12 ... F 9 t2' I g --- -- _ - ---- CJ 1-� I I CJ7 i 6 I ' I II 3 3 2 O S �NF u� �JII 1 S O $r' r - - § I 2 2 F308 2 2 2 FOB 4.3 I 2 2 L T-1 1W 1'-it 12' 1'-91? a 3/4' ,'-1 3/4' 11'-0- (2STORY FTG) 8--T (2STORY FTG) i'-1 3/4' B 3/4' 1'-11 12" 11'4)' (2STORY FTG) 7'S 12' 12STORY FTG) 1'S 12' 5 7M' 11'-1(2STORV FTG) 8'S' (2STORY FTG) 51? O/�;v Lill Ct c1 O N yM Z C O yyy J F O 5o 7 X m J - a xz =ao - 0 1,- � W Q CO TH oC cHBac: GC O w JOB No. STAR-17115 t SCALE: AS INDICATED ANTE: 062QW H Q S2.1 2t BEARING WALL PER EXTERIOR WALL 2x BEARING WALL PER EXTERIOR WALL IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF 21 BRG WALL PER PLAN SHEATHING PER PLAN. PLAN SHEATHING PER PLAN. HOLD NON BRG WALL ABOVE - WALL SO BASEBOARD IS BEARING / FOOTER PLAN AND 8EARING SEE DETAIL WF10/SD4 2. P.T. BOTTOM PLATE SEE DETAIL WFI0/SD4 BACK SO BASEBOARD ANCHOR TO HAVE MIN. SITTING ON WALL SCHEDULE 2x P.T. BOTTOM PLATE FOR MORE INFORMATION & ATTACHMENTS PER FOR MORE INFORMATION IS SITTING ON 7• EMBEDMENT BELOW FOUNDATION BELOW FOUNDATION BELOW NON -BEARING WALL MIN S- Y 2x BRG WALL PER 8 ATTACHMENTS PER PLAN IF CURB IS TALLER THAN LOWEST STEP OF (MAX Y) 2x P.T. BASE PLATE PLAN BUILDER TO PROVIDE SILL BUILDER TO PROVIDE SILL B', CONTRACTOR TO ADD (MAX Y) CURB MAX / PLAN AND BEARING CLEAN COMPACTED SEALANTA NSULATION SEALANTANSULATION (1)95 CONT. BAR .e BUILDER SILL I BUILDER TO CONIC. SLAB PER (1) #5 CONT. W/ 1-12" w n SEALANTANSUlAT10N WALL SCHEDULE FILL 95%STANDARD CONCRETES PER CENTERED WITHIN CURB Y - - DENSITY CONIC. SLAB PER OFF SET ®BOTTOM w 6 PROVIDE SILL I FOUNDATION PLAN COVER TYP. W/MIN. 2" COVER MAX a 2z P.T. BASE PLATE FOUNDATION PLAN PLATE CONCRETE SLAB PER - SEALANTANSULATION > w / FOUNDATION PLAN < CONCRETE SLAB PER w a - FOUNDATION PLAN CONIC. SLAB PER rc I 12' > i OFF SET ®BOTTOM m'v FOUNDATION PLAN FOUNDATION PLAN o VARIES ••ir PLATE w� >� d• 1F GRADE m . o SEE PLAN - _ - III A � 1? j � U GRADE m § E _ I b 1 1 L.- _.. -�{_ I--{9— `m 1�' 1 „11- I i III I -11 .. 1. CLEAN COMPACTEDD (III l -III ....� (2)#5 BARS CONT.WI [� (2) MS CONT. REBAR ON 1 l 1 1 I 1= I 8' : i - (2)05CNT.RNB" ~ -.Ir=m - FILL�95%STANDAR CHARS 1 CLEAN COMPACTED _ DENSITY 3• COVER TYP. 6 6• e' 8' COVER g 1'd' FILL Q 95%STANDARD = .I I 11175 BAR CONT. DENSITY (2) #5 CONi. REBAR ON - W/3'COVER TYP. 3'COVFRTCONT. W/ CHAIRSWIMIN.3' I i� I CLEAN COMPACTED 3'COVER TYP. FILL @ 95%STANDARD CLEAN COMPACTED COVER g- 1•-0• 3- COVER Ni PENDING SITE DENSITY FILL ®85%STANDARD 3' COVER TYP. CLEAN COMPACTED CONDITIONS, SEE WHERE 2ND STORY OCCURS. FTG -PENDING BETE DENSITY FILL 0 95% STANDARD DETAL MF20 FOR SHALL BE 14' WIDE W/(3)AS BARS CONDITIONS, SEEERE DENSITY DEEP MONO DETAIL MF20 FOR SHALL BE '4• WIDE W(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE d?WIDE WI(3) #RY S BARS DEEP MONO SHALL BE 1'41' WIDE W/(3) NS BARS SHALL BE 1'J8' WIDE W/(3)#5 BARS F01 TYPICAL EXTERIOR FOOTING If TYPICAL GARAGE CURB FOOTING FO NON -BEARING SLAB STEP DOWN IFO� DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN AFOIS� FOOTING AT INTERIOR BEARING 3/4'=1'-0' 3/4•=1'-0- 3/4-=1'4• we=1'-0' sw=1'-0" 3/4'=l'-0' PENDING SITE CONDITIONS, NOTE TO CONTRACTOR: CONTACT FOR IF THICKENED ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REO'D VERIFY Wq DETAILS FOR REOD FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS m EDGE IS REQUIRED TO BE ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH U SEE FRAMING PLAN DEEPER THAN tY FOUNDATIONS AS SPECIFIED THIS DETAIL. DOOR LOCATIONS. 7GARAG.,1.' FOR MORE m MIN. 24"BEFORE ".+ CONTRACTOR TO 6INFORMATION VERIFY WITH DOOR '�' SEE FRAMING PLAN ANOTHER STEP 4,� ♦• AND PARTY WALL o MANUF. FOR )CONIC. SLAB PER 8''112" THICKENED .' .. DETAILS FOR MOREFOUNDATION PLAN SLAB W/ (1) #5 CON"r.b REQUIRED RECESS SLOPE INFORMATIONW13 COVER TVP.O I#5 CONT. THRESHOLD PER MFRS CONCRETE SLAB PER (REINFORCEMENT SEE OUNDATION PLANGRADEFCUNDATION PLAN SPECIFICATIONS THRESHOLD PER FOR QUANTITY MANUFACTURERS F {; _ y _` -1 •+` SPECIFICATIONS TOP VIEW Ca.) CORNER GARAGE BEYOND WALL k5x 25'x25"CORNER CONC. SLAB PER ". 'FO `, - I . (':: PROVIDE 3/4- MIN. T- a .. I { : )I' BAR, ONE FOR EA. FOUNDATION PLAN I 1-1 VERIFY PLAN DETAILS HORIZONTAL { ~ J CONC. PLAN rc '1 1 - SLOPED RECESS AT FOR REQUIRED #5 p REBAR, TYP. U N O. 4 - 1 w F j GARAGE DOOR m ,_ Y I P 3` COVER TVP MAINTAIN b I I I ( III - -- I DRIVEWAY BY BUILDER {.: A n" .:-: ...-: • a ' j _ 1 ..._.I _ GAR. SLOPE CONCRETE OR PAVERS J I -16" MIN 18' MIN. - w LOPE _. .. g�I VERIFY PLAN DETAILS - -i! I 1 :.:....-" BEND EACH CONT. #5 1 14 147 r FOR REQUIRED #5 PER MFG "- SLOPE EXT. SURFACE _ \i BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK OR GRADE III PER < -1 CLEAN COMPACTED 3" COVER TYP. BARS FOR EACH CONT. FOOT AWAY FROM (3) #5 CONT. REBAR FILL 095%STANDARD BUILDING CLEAN COMPACTED (2)#S CONT. _ __ DENSITY BAR. LAP RE AR PER FILL 85%STANDARD ON CHAIRS W/ MIN. V,l/3• COVER TYP. 4' " - I ' - - m MIN. 114 @ TOP TABLE MD08 ON SIA 12' FIBER EXPANSION DENSITY 3' COVER -I 1'1' ! REQUIRED PER APA AS REQUIRED PORTAL FRAME SPECS u1F0� THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL Ft TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING 13w THICKENED EDGE @ GARAGE DOOR 3/4-=1'-0' 3/4'=1'47 3//'=1'-0' 3/4"=v-or 3/4"=1'-0" 3/4'=V (2) i5 x 4'V' BARS 1.7YP Y SCH. 40 STEEL PIPE IF MASONRY WALL OR ALL REINFORCEMENT SHALL CENTERED AT PIPE PVC OR SCM60 SLEEVE FILLED WI2500 PSI COLUMN IS ABOVE, MAINTAIN 3' CLEAR TO CONCRETE. BOLLARD HOOK VERTICAL GRADE AND 1-12- CLEAR TO PENETRATION TO BE MIN. 3FT TALL 1 12- MAX. 1 12' MAX. STEEL TO BOTTOM ANY FACE EXPOSED TO - E70% 1/4 ROW OF STEEL WEATHER 8" CMU- BEE FRAMING PLAN CONIC. SLAB PER FINISH PER ELEV. _ AND PARTY WALL FOUNDATION PLAN CONIC. SLAB PER - { - 1 • 14) 114' x3-1 M' IF CURB IS TALLER THAN . DETAILS FOR MORE FOUNDATION PLAN 8" C.M. U. FINISH PER 1-I 1. 5'YS'x3B* TH ICK A35 8'. CONTRACTOR TO ADD T. INFORMATION FINISH FLOOR - - SUP42STUD ELEV. STEEL BASE PLATE FASTENERS W/ MIN. (2) iS CONT. BARB W/ MIN t FINISH FLOOR 1 i - Y COVER L- THAN 3'4Y, ADD (2)#5 IF FOOTING IS TALLER PENETRATING REFER TO INTO CONCRETE t4 a �' BARS AT 114 POINTS OF '•.a PIPE. MAX 4" Z 'FOUNDATION PLAN m 1AST EMBEDMENT GRADE PENETRATING PIPE I ({ _ ('� - 1- 1 FOR CONT CONCRETE SLAB PER w (2) #5 BARS @ TOP 1' FOOTING DEPTH T SECTION A -A MAX- 4" I- SEE FON. - FOUNDATION PLAN j WHEN MONO DEPTH Ia C 1' PLAN FOR I FOUNDATION 2' SCH.40 STEEL PIPE EXCEEDS 26•. IF ( R #S LOOP TIE(TYP.) 1 SIZE&REINF. INFORMATION FILLEDW/2500 PSI DEPTH <Z6'THESE 11..I1: �x PVC SLEEVE MAX ! �'- - _ 2F CONCRETE. BOLLARD IW E70X _ BARS ARE NOT REQ*D - erg REFER TO PIPE PERPENDICULAR TO FND TO BE MIN. SIFT TALL "C /' '� GRADE �G 6" DIAMETER I 1 - - \ �, FOUNDATION PLAN 03 STIRRUPS adS' ,t Ii I - FOOTING PER PLAN �,.. - FOR CONT. -.... -. -.... 5'XSx3`B*THICK A36 �'.' 7'•- O.C. WHEN MONO 1 .�_ a, 1 =Zi.• I CONTACT FOR FOR ADDITIONAL REVIEW 2 FOUNDATION STEEL BASE PLATE DEPTH EXCEEDS 26 t! i I ' _ ) FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS rn fl Il ( 1 CLEAN COMPACTED INFORMATION .... IF DEPTH <26"THESE 1 iO FILL @ 95% STANDARD (4) 1/4" x 3-1/d" 11 I -I I BARS ARE NOT REQ9 I. 1 (SIDE VIEW) DENSITY ii FOOTING PER PLAN A A SUP-RSTUD_ PVC SLEEVE - a< <w CONCRETE SLAB PER 7. FASTENERS W/ MIN -- I_j (2) 05 BARB CONT W/ CLEAN COMPACTED FRONT VIEW) ' -III 2-1/4'EMBEDMENT 3 COVER TYP 4' FILL �95%STANDARD ( • •/ MAX 6" DIA I I O (1- I. PLAN 1'4" 11-0" DENSITY (( INTO CONCRETE CLEAN COMPACTED IF FOOTING IS TALLER THAN T-(r. I i li I FILL @ 95%STANDARD (3) 05 CONT. REBAR ON FOOTING IS REQUIRED TO BE 3'-0' WIDE II I' DENSITY CHAIRS W/MIN. WCOVER W/(4)#5 CONT. BARS W/3"COVER OF1 TYPICAL FOUNDATION PENETRATIONS - i-11-1 i -- F1 BOLLARD DETAIL F1 PARTY WALL FOOTING W/ CURB F2 DEEP MONOLITHIC FOOTING 3/4"=l'-0" PIPE PARALLEL TO FND 3/4- V-0" 3W V-0" 3/4'=1'4' ALL REINFORCEMENTS SEE FRAMING PLAN & MAINTAIN 3" CLEAR TO PARTY WALL DETAILS GRADE AND 1-12" CLEAR TO FOR MORE ANY FACE EXPOSED TO SEE FRAMING PLAN & INFORMATION WEATHER PARTY WALL DETAILS (2) 05 BARS @ TOP FOR MORE 712- WHEN MONO DEPTH INFORMATION IF CURB IS TALLER THAN EXTERIOR WALL MAX. EXCEEDS 26'. NOT m W, CONTRACTOR TO ADD SHEATHING PER PLAN. REQTJ. IF LESS THAN EXTERIOR WALL SEE DETAIL WF10/SD4 > t 28' DEEP i V _ SHEATHING PER PLAN. T #5 CONT. BARS W/MIN. COVER FOR MORE INFORMATION (1) 05 BARS Q NOSING SEE DETAIL WF70/SD4 CONIC. SLAB PER ,qI CONIC. SLAB PER FOR MORE INFORMATION w BUILDER TO 7 #5 CONTINUOUS REBAR FOUNDATION PLAN - PROVIDE SILL FOUNDATION PLAN 77 p' a SEALANTANSULATION AT NOSE, MAINTAIN MIN. 11'MI . wma ( n 03 STIRRUPS @ 48' • • �' m a `? D.C. WHEN MONO {. GRADE w a a DEPTH EXCEEDS 26- IF DEPTH IS LESS 1�. ; '�.- (1- O THAN 26', STIRRUPS 1: 1 - ARE NOTREOT) '.�;. L �,' 1.w 9 BUILDER TO > CONCRETE SLAB PER PROVIDE SILL CONCRETE SLAB PER FOUNDATION PLAN SEALANTANSULATION FOUNDATION PLAN m GRADE Ilk �Al - I I GRADE LIE W CONCRETE COVER VARIES, _ 73/41MAX I NI_ _ � I :, - i I I 1 f i ..: ' (3) K BARS CONT. 1:- I.�II I li 11 o - I I-111. {� If ,. W/3•COVER TYP. CLEAN COMPACTED' (3)#5 CONT. REBAR (3)#5 CONT REBAR 6 27. (3) #5 BARS CONT. Q ON CHAIRS W/MIN { (� ft- CLEAN COMPACTED i CLEAN COMPACTED FILL ®95%STANDARD TEP SECTION N/(S' 3' COVER I=I ` ON CHAIRS W/ MIN 1 i CLEAN COMPACTED DENSITY 1'4T' FILL Q96%STANDARD 3'COVER FILL @95%STANDARD COVER TVP. DENSITY i'4i DENSITY S%STANDARD DENSITY F2 DEEP MONOLITHIC FOOTING W/ STAIR F3 EXTERIOR PARTY WALL FOOTING [ FF3_t� EXTERIOR PARTY WALL FOOTING F4 FOUNDATION Q GARAGE STEP-DOWN NOT USED -0" 3/4"=1'3/4'=1'4Y 3/4"zv.(r 3/4"=1'-0' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J = Qd8 w W 0 n<� Z p � r=$ R- H go Q� z <; W O!0!� �a LL i OIJ C v M T Z N � � N C wtilQ 2 Uj IL Z - :3Xy - XFF- CCWO �Z S I,-: OP >� OC -I,:- HEd(: CC w JDS No. STAR-17115 FSCALE: AS INDICATED DATE: 082023 of V V 7/7 1386-0R 138fi-LR 1386XR 1386-A 13W6 R 1386.8 138644 BUILDING KEY SHEAR WALL SCHEDULE SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR B( TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL Ixl HORIZONTAL 12' SIMPSON 5/8' THREADED 12' TITEN HD ROD ESVW 8d 6-O.C. 170.C. (2)-ROWS 3-O.C. 3'O.C. MIN. 2x STUD 24' 37 E$W4 PER DETAIL COMMONd' O.C. 17 O.C. (2)-ROVV53' O.C. 3' O.C. MIN.2x STUD PER DETAIL 18' 24' E$WJ WF101$D/ (0.13I' r 2.5•) 3'O.C. 170.C. (2)RON/53'O.C. 3" O.C. MIN. (2)-2x OR 4x STUD WF10/SDI 17 16' ESW2 7 O.C. 17 O.C. (2)-ROWS 3- O.C. 2' O.C. MIN. (1)-2x OR 4x STUD NOT ALLOWED 12' Ism 12' GYPSUM Sd COOLER- 7' O.C. 7' O.C. 7' O.C. T O.C. MIN. 2x STUD MIN. 2x BLOCKING 24 37 ISW6 Bd 8' O.C. 17 O.C. 4' O.C. 4' O.C. MIN. 2x STUD 24' 37 ISW4 7r e' STRUCTURAL COMMON p O.C. 17 O.C. 4' O.C. 4' O.C. MIN. 2x STUD P=ER DETAIL PER DETAIL ifi' 24' ISW3 1 SHEATHING OR ISW SHEATHING (0.131'x 2.5') 3' O.C. 17 O.C. /' O.C. 4' O.C. MIN. (2}2x OR 4x STUD 17 16' ISW2 7 O.C. 12' O.C. 4' O.C. 4' O.C. MIN. (2}2x OR 4x STUD NOT ALLOWED iT EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESWB. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS 5d COOLER NAIL SHALL BE MIN. 0.086'kt-51W LONG & 15AW HEAD. No. 6 TYPE •W' DRYWALL SCREW (1-1/4' LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL EFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED T 1ST LEVEL SHEAR WALL ONLY. WHEN (2)2x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFOB/ SD2 iBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT SHEAR WALL SCHEDULE W/BOTTOM ANCHORS 3/4'=1'-( — — H4x12 i 1 19 E E 12 19 11 13 E F 13 11 1 1 i I i WD I I B2x8 LANDING QA BEAM p NOTE: DOWNSET p HEADERAT DOOR LOCATION to -- 1 - NOTE: ATTACH BEAM TO MIN. 3-PLY BUILT UP COLUMN BETWEEN I DOUBLE TOP PLATE& _ '- '- HEADER USING HUC46 f ,.- D E 1 82x12 �F. ` E 11 LANDING• BEAM BM .. y,2 11 E I - D I .I 11'4i ISW3 PLATE HEIGHT AT BOTTOM OF FLOOR SHEATHING dF __ LL "_ _" I FA . . ........r WII I R' 11 E APPLY TO ENTIREFRONTWALLOFEND UNITH Mill STANDARD 1ST FLOOR FRAMING 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL VVF07A ON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW I DOOR OPENINGS @ 1ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09502 3. AT ALL CORN ERB, CONTRACTOR TO FOLLOW WS09/SD4(A-A) U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WFI0/SD4 AT ALL LOCATIONS AS REQUIRED. S. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE ENDZONE 8'-0' 20 SYP t2 Q Is- O.C. MAX 2x4 SYP 02 Q 16- O.C. MAX 91-W 2x4 SYP N2 Q 16- O.C. MAX 2x4 SYP 92 ® 12- O.C. MAX 9'-4' 2x4 SYP 02 @ 17 O.C. MAX 2x4 SYP 02 ® 12- O.C. MAX 10"T 2x4 SYP E1@12'O.C. MAX 2x4 SYP ♦10S'O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 10 V-0' 20 SYP 62@Is- O.C. MAX 2x4 SYP #20$Is- O.C.M 91-T 20 SYP Y2 ®16' O.C. MAX 2x4 SYP Y2 018' O.C. M 914' 2x4 SYP aft@Is- O.C. MAX 2x4 SYP r26Is- O.C.M 10'-V 2.4 SYP #20170.C. MAX 2x4SYPI20170.C.M EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE FRAMING PLAN. 3. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3,1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4, IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 92 @ 16' O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND = 9'-l' T.O.W. 1ST FLOOR INTERIORIEXTERIOR 8EARING WALL = 8'-l' T.O.W 2NO FLOOR INTERIOR/EXTERIOR BEARING WALL ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES u�o,r �e u,�nivn r,anmc vvn�r o, vuu xy ,c v.•.. mnn I - 1386-OR LOT 27 1386-LR LOT 28 1386-KR LOT 29 1386-A LOT 30 ' FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. rr 1 O iC ri I► ' vJ WP aFm Z i y C � 4• (� Z N O i3 m (A a N70 2 13J 0 az f- a 3 - w �XO Ww n:wp J Co z O a> OW wr-1 i n sm(1c1URu END: TH w cR6ax: CC 0 w .IC6 No. STAR-17115 t SCME: AS INDICATED w pATE: OBQQQ3 a S5 SHEAR WALL SCHEDULE SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR B( / 'TAG PANELS SIZE EDGES FIELD TOP PLATE RI BOTTOM PLATE VERTICAL HORIZONTAL 12" N 513' THREADED 12" TITEN HD TEN HD ROD ES WB' Bd 6-O.C. 12.O.C. (2)-ROWS 3"O.C. 3'O.C. MIN. 2. STUD 24" 32 COMMON ESW4 PER DETAIL 4' O.C. 12 O.C. -ROWS 3' O.C. 3' O.C. MIN. 2z STUD PER DETAIL 16' 21' / ESW3 (0.131'x WF70/SD4 25.) 3' O.C. 12 D.C. (2)-ROWS 3' O.C. 3' O.C. MIN. (2)-2c OR Ix STUD WF70/SD4 12 16' ESW2 2O.C. 12.O.C. (2)-ROWS 3'O.C. 2O.C. MIN.(2)-2x OR 4x STUD NOT ALLOWED 12 I.R t.R 1366-KR 1386A 1368-MR 1W" 138" ISW7 12' GYPSUM 5d COOLER- 7' O.C. T O.C. 7' O.C. ISWB j Bd 6' O.C. 17 O.C. 4' O.C. 7' O.C. MIN. Z. STUD MIN. 2. BLOCKING 4' O.C. MIN. 2x STUD 24' 24' 32' 32 BUILDING KEY ISW4 7 6 STRUCTURAL COMMON 4' O.G. 12' O.C. 4' O.C. 4- O.C. MIN. 2x STUD PER DETAIL 8 24' 1 SHEATHING OR 10.131 z ISNG WF10/SD4 15/32" SHEATHING 2.5') 3' O.C. 12' O.C. 4' O.C. 4' O.C. MIN. (2}2x OR 4x STUD 12 16' ISW2 2' O.G. 12" O.C. 4' O.C. 4' O.C. MIN. (2}2(OR 4x STUD NOT ALLOWED 1 12" 'U.N.O.: ALL EXTERIOR FRAME WALLS SMALL BE SHEATHED PER ESW 5+ ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS "5d COOLER NAIL SHALL BE MIN. 0.086"O-W LONG & 150W HEAD. No. 6 TYPE DRYWALL SCREW (1-1/4' LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION I') REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED AT 1ST LEVEL SHEAR WALL ONLY. 111 WHEN (2)2x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFOB/ SD2 S85 = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT W32 SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS 3/4'=V-0' JIN IL I I 1 1 I1 , 1 1 1 I I 1 I I i I I I I I SW 1 I D 7 D SO4 F ] APPLY TO ENTIRE REAR WALL OF �' SDO .........._ .. ...... END UNIT 7 F D F 7 BD4 - I !. I SD4 1 1 2 7 13 E Rm1 H4x10 - --,..- - D g :ZEH4z12 — E 13 18 E 19 ;.I D Rm1 H4x10 p p H4z10 Rm1 -- --— _._.--' 1 1 ___ Hbx12 +� +� 1 7 7 1 D 3 E 7 13 E 1 i— H4x12 g — D E 19 E 13 7 E 13 7 D 7 7 0 1 � 1 � 11 13 F E 13 11 18 12 E D7 I 1 1 n WA u IND „I i� 'I I B2x81-ANDING BEAM I 1 B2z8 LANDING I p -t_-. I B2xa LANDING BEAM , "- NOTE: DOWAJSET -- BEAM �- HEADER AT DOOR LOCATION , I NOTE: DOWMSET FJB--- HEADER AT DOOR LOCATION 'E E @ I , A NOTE: ATTACH BEAM TO 1 t MIN. 3-PLY BUILT UP --_ COLUMN BETWEEN -. --- D NOTE: DOWNSET 1 I = HEADERAT , .7 1 DOOR LOCATION E i D 1j O j NOTE: ATTACH BEAM TO ) @ MIN. 3-PLY BUILT UP t I DOUBLE TOP PLATE & I E _, "" D HEADER USING HUC46 -; I I NOTE: ATTACH BEAM TO I ) I t MIN. 3-PLY BUILT UP H COLUMN BETWEEN ,,,,.,, ,. COLUMN BETWEEN 1 DOUBLE TOP PLATE & HEADER USING HUC46 D E 8202 ) B2x12 --.y" I -� LANDING BEAM ' DOUBLE TOP PLATE 8 /n I ✓ E •„- D HEADER USING HUC46 n• B2112 j - 1 "' LANDING• _-•. BEAM , - ___ BW1 ..-.. aWl , ,,,•'-" •¢. LANDING I BEAM 56 w _____ 'I SWI I BWI D ............... ,.. BWA E 11 y,2 ._ D `-' 11 rc m 1 .... ....... ) D ISWG 11'47' 1 PLATE HEIGHT AT BOTTOM I OF FLOOR SHEATHING FJ7 I LL FAW0H2x6 FJ1 _ I E I aW2 H2x6 H2x6 I E 12 7 E H2x12 I' FRONTWALLOF UNIT BW2END 7 12 E 1 m ro 6412 am _ H3.Sx9.25 Rmt 144.12 _ _ _ _ —JIL _ s p M4x12 Rm1 H3.54.25 I D I H3.Sx9.25 Rm1 17-212' (EXTENT OF PORTAL 174i (EXTENT OF PORTAL ' (EXTENT OF PORTAL I WALL FRAMING -SEE DETAIL) I E 13 19 WALL FRAMING - SEE DETAIL) WALL F WALL FRAMING -SEE DETAIL) Fr�K;i STANDARD 1ST FLOOR FRAMING 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW / DOOR OPENINGS ® 1ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WFOB/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS095D4 (AA) U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF1 O/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. EXTERIOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE &-(r 2x4 SYP #2@Is- D.C. MAX 2x4 SYP 920 Is' O.C. MAX 9147 2x4 SYP #2016'O.C. MAX 2x4 SYP#2 Q 12'D.C. MAX W-C 2x4 SYP #2012'O.C. MAX 2.4 SYP #2@120.C. MAX 101-0' 2x4 SYP #1 @ 12 O.C. MAX 2.4 SYP #1 @ S' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE a'd' 2z4 SYP #2 @ 19- O.C. MAX 2x4 SYP #2 ® Is- O.C. MAX 9'4Y 2X4 SYP 02 @ Is- O.C. MAX 2x4 SYP #2 0 Is' O.C. MAX 914' 2x4 SYP 02016' O.C. MAX Zx4 SYP #2Q Is-D.C. MAX 101-0' 2.4 SYP #2 Q 12' O.C. MAX 2x4 SYP #2 0 12 O.C. M EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN SFT OF EACH CORNER ARE CONSIDERED TO BE WTHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAIL WF70/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #2 Q Is' O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND = 9'-1- T.O.W. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL — = V-1' T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL =ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1386-MR LOT 31 1386-B LOT 32 1386-N LOT 33 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND „�•�,•-0„ COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 i``�1y11iliff �nZ Lill M •N C+ # C 11 M O Z N 7 VI LU m O U xaZ - :3 X} - 0 F 1— �WO p STRUCTURAL ENG: TH GRAFTING: S STRULT: DP >� GC CHECx: CC w JOB No. STAR-17115 rSGIF: AS INDICATED w DATE: oa2ow S5.1 HEADER SCHEDULE TAG HEADER FASTENERS HZx6 (2)Zx6#2 SYP ATTACH KING STUD TO HEADER wI W/ OPT. }' FUTCH PLATE (6) 0.167 x 31? NAILS H2x8 (2)2x8 n SYP ATTACH KING STUD TO HEADER WW/ OPT. }" FLITCH PLATE (8) 0.162' x 3-10 NAILS H2110 (2)2x10 #2 SP ATTACH KING STUD TO HEADER w/ W/ OPT. }' FUTCH PLATE (10) 0.167 x 312' NAILS H2x12 (2)2xl2 #2 SYP ATTACH KING STUD TO HEADER W W/ OPT.? FLITCH PLATE (10) 0.162" x 312' NAILS H3z12 (3) 2x12 #2 SYP ATTACH KING STUD TO HEADER w/ W/OPT. }" FLITCH PLATES (10) 0.167 x 312' NAILS H3.5z5.5 (2)1.75'k5.5" LVL ATTACH KING STUD TO HEADER w/ (6) 0.162' x 312' NAILS H3.5z7.25 (2)1.75'x7.25"LVL ATTACH KING STUD TO HEADER w/ (8) 0.162' x 310 NAILS H3.Sx9.25 (2)1.75'z92S LVL ATTACH KING STUD TO HEADER w/ (10)0.I62'x310 NAILS H5.25x11.25 (3)1.75NI 1.25- LVL ATTACH KING STUD TO HEADER w/ (12) 0.162"x 3-12' NAILS H4x6 3.5'k5.S AFP 1.6E SHORT SPAN HEADER ATTACH KING STUD TO HEADER W (6) 0.167 z 310 NAILS H4x8 3.5 x7.25' AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (8) 0.162' x 311T NAILS H4x10 3.5x9.5" AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER W HEADER IT 0) 0.167 x 310 NAILS H4x12 3.5k11 25" AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (12) 0.162' x 312' NAILS P-HDR SEE DETAIL HD14 THIS PAGE END VERTICAL TO KING STUD W/(6) 0.13Ix3' NAILS HEADER SUPPORT SCHEDULE OPENING SIZE SEE PUN FOR WALL WIDTH JACKS • EA. END KINGS @ EA. END 114' TO 3'-11' 1 1 4'-T TO T-11- 2 2 8'-0"TO 9'-11- 2 3 10'-0" TO 12'-0" 3 4 STANDARD HEADER NOTES 7. VERIFYw/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAYBE INSTALLED W? OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKSAINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WFOBISD2. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 0.148'x3' NAILS 12' O.C. ONE SIDE. MIN. 2' FROM TOP AND BOTTOM. USE 13) ROWS IF HEADER IS 200 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER W(3) 0.14ir r TOE -NAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1 )KING IS REQ'0. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM It KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WFOB/ SD2. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL VJF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 9- AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 16D000D psi, FB = 1500 psi, FV =175 psi, FC-0ERP =650 Psi. 10. WHERE SYP 02 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS. AFP IAE SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ON SHEET WPI. 11, AFP 1.6E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. TAG BW4 BWS ®_ BW/ O BW9 BWI BW71 BW BW Bw1 BEARING WOOD WALL SCHEDULE STUD SPACING LUMBER SPECIES CONNECTION B FASTENERS TOP BOTTOM 16" SYP#2 (3)0.148'x31W TOENAILS (3)0.148'x31W TOE -NAILS 16" SYP112 (1)SDWC15600 (7)SDWC75450 16' SYP#2 (1)SDW'C156DO (1)SDWC15450 12 SYP#2 (3) 0.148- x3-IW TOENAILS (3)0.148"x 3-114" TOENAILS 12- SYP#2 (1)SDWCIS W (1)SDWC15450 12" SYP#2 (1)SDW'C15800 (1)SDWC15450 Is, SYP#2 (1)SDWC15600 (2)SDWC15450 Is, SYP#2 (1)SDWC1580D (2)SDWC15450 12' SYP#2 (1)SDWC156M (2)SDWC15450 12' SVPN2 (1)SDWC15600 (2)SDWC15450 18' SYP#2 (2)SDWC156W (3)SDWC15450 /SIDEI BLOCKING NO UPLIFT 270 PLF 270 PLF NO UPLIFT 360 PLF 380 PLF 440 PLF 440 PLF 59D PLF 590 PLF 776 PLF STANDARD BEARING WALL W/STRAPS NOTES MID -SPAN MID -SPAN 1/3 PT. MID -SPAN MID -SPAN 1/3 PT. MID -SPAN 113 PT. MID -SPAN IM PT. MID -SPAN VERIFY /PLAN FOR WALL SIZE. ASSUME 2z4 STUDS U.N.O. . ALL LUMBER TO BE EITHER SPF #2 OR SYP 92 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/(3) 0.131' x 3" TOE -NAILS. ALL LOAD BEARING WALLS SHALL HAVE SYP#2 DOUBLE TOP PLATES & BOTTOM PLATE. . CONNECTORS ARE TO BE INSTALLED • EA. STUD, REFER TO DETAIL 12 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS . IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. IF'BW CALLED OUT ON 2W FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. . MID OR } PT. BLOCKING TO BE 2x WI(2) 0.131' x 3' TOE OR END -NAILS EACH END. . WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. . NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REO'D. IF BRG. WALL IS INDICATED *NO UPLIFT'. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TOENAILED/END NAILED TO THE PLATES & THE 2. P.T. BASE PLATE CAN BE ATTACHED WMARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. . FORBEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03SD1 U.N.O. ON PLAN. D. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 1. COLUMNS WITHIN BEARING WALLS /UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOPIBOTTOM AND HAVE AN ANCHOR (AS DEFINED BY DETAIL WF07A THIS SHEET) WITHIN S' FROM THE COLUMN. 2. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 3. AT NON -BEARING WALL LOCATIONS 2x4 SPF#2 STUDS • 2Po.c. MAX. ARE ADEQUATE. AT NON -BEARING HEADERS USE (2)2c4 FLAT w43)0.13"-TOENAILS EA. S1DE AND CRIPPLES AT 24'o.c. AT 2-STORY OPEN AREAS INSTALL NON -SEARING WALL STUDS @I6'o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE)AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A I} GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2) 0.131'43- TOENAILS OR SIMPSON OTC CLIP. ATTACH BASE PLATE w/EITHER GUN NAILS @37o.c OR (2) 0A48131/4' NAILS TO EACH FLOOR TRUSS. 4. IF 0 ICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE ABOVE BEARING WOOD WALL SCHEDULE, NO SP4'S ARE REQUIRED. TAN MIN. 12" T -HD SCREW AS INDICATED ON THE STRUCTURAL PLANS "BASE INSTALL @ MAX ANCHOR INSTALLED MAX 24I O.C. WI MIN. CONNECTOR" is, SIMPSON TITEN-HD, 12" THREADED ROD, F T' EMBEDMENT INTO FOUNDATION. AND 12' J-BOLT MAY BE INSTALLED AND OR SUBSTITUTED - - _ MAINTAIN A MIN. EDGE DISTANCE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW • .. FROM THE CONCRETE R E R TE C ETE OR MASONRY FACE. FOLLOWING THE INSTALLATION INFORMATION PROM ON PROVIDED : INSTALLERS: REFER TO MANUFACTURERS THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. 9O SPACMO ALL 'BASE CONNECTORS' SHALL BE SPACED AS INDICATED 2-1/4" THREADED ROD IM EPDXY ANCIIDR. DRILL 8 EPDXY: MIN. SIB' THREADED ROD, THIS SCHEDULE, 6- FROM ENDS OF WALL FRAMING, AND WITHIN 6' EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F1564 GRADE 36, Fy=36W, Fu=58ksi, WAll191s: INSTALLED • MAX. 37 O.C., W/MIN. 7' 1. AT INTERIOR FRAME WALLS: SIMPSON BP OR BPSW SQ. EMBEDMENT INTO FOUNDATION USING WASHER OR EQUAL 7x2k3/18" . SIMPSON SET-XP EPDXY OR EQUAL. 2 AT EXTERIOR SHEATHED FRAME WALLS: USE SIMPSON MAINTAIN AMIN. DISTANCE BPOR SPSSS-3 EQUAL RTEEDGE FROM THE CONCRETE OR MASONRY FACE HOLEx0.229'). 3. WHEN USING WASHERS WITH SLOTTED HOLES, A S STANDARD CUT WASHER IS REQUIRED BETWEEN NUT J43OLT: AND THE PLATE WASHER. MIN. 1/2 JSOLT INSTALLED • MAX 32' O.C., 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER 2-114r' MI 1'" ASTM A307 OR BETTER WI MIN. T SHALL EXTEND TO WITHIN 12" OF THE EDGE OF THE LEG EMBEDMENT. MAINTAINE /1' EDGE DISTANCE FROM THEHECONCRETE TE OR BOTTOM PLATE ON THE SHEATHED SIDE. MASONRY FACE. LEG OF J-BOLT SHALL BE NLrM' A MIN. 1-1W AS MEASURED FROM SHAFT BUILDER SHALL USE AN APPROPRIATELY SIZED HEX NUT FACE TO END OF LEG AS SHOWN THIS MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS 2/3's OF ATURN. jj&07 STANDARD BASE PLATE CONNECTOR SCHEDULE v4"=r-0" BREAK SHEATHING AT KING [NAIL ENDVERTICALSTO TO JACK STUD TRANSITION [NAIL STUD PER HEADER / SCHEDULE. CONT. PLATES .10.131. 2-12' NAILS Q 3- O.C. WALL SHEATHING. �� `i THICKNESS AND NPE /�j PER PLAN \! VERTICAL BLOCKING 16 O.C. ABOVE OPENING AND AT EA. END OF HEADER SEE HEADER SUPPORT A FASTEN SHEATHINGTO- SCHEDULE FOR CONT. PLATES w/ 0,131x 2-1- REQUIRED KING STUDS NAILS Q 3- O.C. 4'd MAX CLEAR SPAN SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACK STUDS HD14 BUILT-UP PANEL HEADER DETAIL 12" = 1'd CONT. DOUBLE TOP PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING WINDOW BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION A -A COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE A (VALUES VALUES MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN TAG SIMPSON CONNECTOR NOTES TYPE SPF(b) SYP(lb) TAG I BEAM SIZE CONNECTIONS g (3) 2x_ SPF #2 BUILT UP STUD COLUMN(STUD SIZE TO (1} SDVC15600 SCREW, REFER TO DETAILS 1, 1A AND FRAME TO TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) 0 p MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) 1E El "ION SHEET SDWC FOR INSTALLATION REQUIREMENTS FRAME 485 615 TO BEAM: SIMP. HU46 OR HUC46 d (12)-0.167z 3}' C (4) 2,_ SPF 92 BUILT UP STUD COLUMN(STUD SIZE TO (2)N6 SYPNAILS & (6)-0.148'x 3' NAILS. (21651 UPLIFT=1135) B2X6 WITH 12" FUTCH TO MASONRY: SIMP.HU46 OR HUC46 w/(8}1/4'x 25/4 V MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) (2} SDVJC15600 SCREW. REFER TO DETAIL 5ON SHEET FRAME TO 1D (1)PLY 1045 (I)PLY 1195 1075 PLATE TAPCONS & (4)-0.148'x 3'. (U=76D/R=2000) SDWC FOR INSTALLATION REQUIREMENTS FRAME (2)PLY940 (2)PLY ON MASONRY: MSTAM24 w49}0.148" x T NAILS 8 O D(2) 2x_ SVP N2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) (7)PLY TRUSS H1QA WA180.148' x 142' NAILS OR FRAME TO H10A 1015 H10A 1105 (5}1/4'x2-I/4"TAPCONS(UPLIFT =1375) w (2)PLY TRUSS HIGA-2W/(18K1.14W. 1-Ur NAILS FRAME H10A-2930 H10A-2low w W. (3) 2x_ SYP #2 BUILT UP STUD COLUMN(STUD SIZE TO CE TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN ❑q HTS20 W/(16)- 0,148' x 1-12' NAILS FRAME TO FRAME 1215 1445 TO BEAM: SIMP.HU48 w/(14)-0.162'x 3}" NAILS & Q (4)2x SYP 02 BUILT UP STUD COLUMN(STUD SIZE TO F MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) a (2)HTS20 W/(18}0.1 48' x 1-17 NAILS EACH FRAMETO 2430 2890 (2)Zx8#2 SYP (6)0.148x 3" NAILS. (2530/UPLIFT=1135) 82x8 WITH 12' FLITCH TO MASONRY: SIMP. HU48 OR HUC48 w/(6�.148"x 3' O 1 Y FRAME PLATE NAILS & (10)-ex 2}' TAPCONS. (2500/UPUFT=1135 I #, ` FRAME TO ON MASONRY: MSTAM24 w49)-0.148' x 3' NAILS & 6 C.5YP POST H2.SA W/(70}0.131'x i-i? Sop fi25 4x8#2 FRAME (5}}"x 2}'TAPCONS (UPLIFT=1375) Ow DTT2 WI(8).1/1'x2-12'SDS SCREW5812'EPDXY COLUMN TO TO POST: SIMP. HT52(7 OR LSTA78 (UPLIFT=1235) < �� O j� CH4x8 SYP n POST 4 5 a ANCHOR CMU/FTG. 1685 1fi� TO BEAM: HU410 w/(78}0.162N 3}' NAILS & 2 0 ••••�� a: (2} CSHP18 OR (2} CS20 COILS STRAPS COLUMN TO (10}0.148x 3- NAILS. (375M1PUFT=1795) H p N m • /i. HEADER, BEAM, OR COLUMN BELOW. MIN. 9' END (2)2x70 #2 SP TO MASONRY: SIMP. HU410OR MUC410 w/ nj Cl 6«e SVP>2 POST COLUMN TO x NAILS 8 �B LENGTHS (TOP 8 BOTTOM) WI (NG 2060 20� BZz10 WITH 12'FL1 H (10)4),IWx 3' NAPS & (14} }' X 2}" TAPCONS. �, Q FRAME THE EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR WITHIN SYSTEM AS REQUIRED. PLATE (3500/UPLIFT=1W0 ON MASONRY: MSTAM24 Z (0 J •• 222 ,' K > IOx10 SYP#2 POST (PT IF USED IN AN EXTERIOR APPLICATION) I I W(9)-0.148" x 3" NAILS & 2}" TAPCON9 (UPLIFT18 Z Q: U V /� L j 4z4SVP K2 POST (PT IF USED IN AN EXTERIOR APPLICATION) CSHP180R CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. 9' END LENGTHS (TOP COLUMN TO a 8 BOTTOM) W/ (1dN7.131' 2-72' NAILS. PROVIDE SOLID 8 FRAME 7� 1� POST: TO POST: SIMP. HT5200R LSTA18 (UPLIFT=1235) (UPL TO BEAM: HU410 w/(18)-0.182k 3}' NAILS 8 p 0 w O IS N • t_ Q' = ,' CL x BLOCKING (THIN THE FLOOR SYSTEM AS REQUIRED. (10).0.148'x 3' NAILS. (3250NPLIFT=1795) s r, (2)2z12#2 SVP TO MASONRY: SIMP. HU410 OR HUC410 w/ 82z12 WITH ITCH O: vIr- bk6 SYP 92 POST (PT IF USED IN AN EXTERIOR APPLICATION) (2}6- SIMPSON SDVJC15600 SCREWS TOP &BOTTOM OF PLATE (10}0.148'x 3' NAILS & (11} }' z 2�' TAPCONS. O p y y ••• O /� JAMB STUD COLUMNS. TOESCREWTO HEADER AND FRAMETO 10 BOTTOM PLATE THROUGH DE FACE OF COLUMN PER FRAME VI 595 865 (3500NPUFT=1800) ON MASONRY: MSTAM24 w49}0.148" x 3' NAILS 8 O I O •• ,' N D exe SYP N2 POST (PT IF USED IN AN EXTERIOR APPLICATION) �/ DETAIL 1250WI: I (5}1" x x 2}" TAPCONS (UPLIFT = 1375) p - • M `� HTTSKT COLUMN TO FOUNDATION W/(26)- 010 2-1? TO POST: SIMP. HTS200R LSTA18 (UPLIFT=1235) 312k31? ENGINEERED LUMBER COLUMN. PER V STRUCTURAL COVER SHEET z D SCREWS. 58' ALL THREAD ROD TO CONCRETE WITH TO BEAM: HU410 w/(18)-0.762'z 3}' NAILS & O o Q , `` ` SIMPSON SETSG EPDXY. U.N.O. ON PLANS: MIN. T COLUMN TO 3' NAILS. (325gUPLIFT=1785) Z N # �� �,' 3-12'kSt/4" ENGINEERED LUMBER COLUMN. PER Q E(10}0.148'z 11 4 EMBEDMENT TO CONCRETE FOOTING, MEASURED FOOTING 5360 5445 83.Sz11.25 (2)1.75"x11.2S TO MASONRY : SIMP. HU410 OR HUC410w/ LVL W NAILS & }" 2}' TAPCONS. w O w STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W/2-1/4' MIN. EDGE (10)4148"x (14)- z -' DISTANCE. (3500/UPLI1T=1800) u d R7 --rINGINEEREDLUMBERCOLUMN. PER STRUCTURAL '. H CV LSTA18 W/(14).0.148' x 2-1? NAILS (CENTER STRAP ON HEADER TO ONMASONRY: MSTAM24w49)0A48"x3'NAILSB F -+ COVER SHEET 72 STUD) STUDS 1115 1235 (5)- k z 2}" TAPCONS(UPLIFT=1375) p r ENGINEERED LUMBER COLUMN. PER S 13 (2)LSTA78 W/(14)-0.118' x 2-12' NAILS EACH (CENTER HEADER TO TO POST: SIMP. HT5200R LSTA18 (UPLIFT=1235) TO BEAM:148-x w/(18w.1 fi25 3}' NAILS 8 p j STRUCTURAL STRUCTURAL COVER SHEET STRAP ON STUD) STUDS 2230 2670 (10}0.148'x 3' NAILS. (3250NPLIFT=1795) w Z 2 /o 54-5-7/4- ENGINEERED LUMBER COLUMN. PER ,' 7) (1}A34 ANGLE W/(8}0.131'x 1-1?NAILS• IU'O.C. ❑ FRAMETO 14 MAX 86 FROM EA END. PROVIDE WEB FILLERS AS 300 PLF 348 PLF 3 5`11.875 (2)175'x11875' TO MASONRY: SIMP. HU410 HUG10w/ LVL (10}0.1d85c 3'NAILS &(11}}'x2f'TAPCONS. Q Z 0 Z F STRUCTURAL COVER SHEET FRAME EQWIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. (LATERAL) (LATERAL) (3500NPLIFT=18D0) A. ¢ a - V 5-1/4FkTENGINEERED LUMBER COLUMN. PER STRUCTURAL HGA10W/(4)1/4'xl-1?SDSSCREWS&(4)7M'x3'SDS FRAMETO W1165 ON MASONRY: MSTAM24w/(9)0.14g'z3'NAILS& t<CC) COVER SHEET 15 SCREWS FRAME (LATERAL) (LATERAL) (5)-}'x 2}" TAPCONS (UPLIFT = 1375) ~O N /� 7'kT'ENGINEERED LUMBER COLUMN. PER STRUCTURAL ,' X > 18 MSTC26 Wl2g-0.148'x 31/4'NAILS CENTERED STUDS TO ( ) 2325 2690 O POST: (2) SIMP. 1 = 4 TO BEAM: SIMP. HU410 w/(18)-0.162k 3}' 8 < ¢ w W Q �/ COVER SHEET BEAM/GT (10}0.1W x 3" NAILS. (3250NPUFT=1795) H F MSTC40 WI (24}0.148' x 3-1/4" NAILS CENTERED W/ STUDS TO 17 8 1993 2306 TO MASONRY: SIMP. HU410 OR HUC410 W �$ O 312"z11-7/B'ENGINEEREDLUMBERCOLUMN.PER y 21-1/4' CLEAR SPAN & T END LENGTHS STUDS 10 -0.148" x W NAILS 8 1d ( ) ( }}"x" TAPCONS. 2 yj STRUCTURAL COVER SHEET 18 HUC410 CONCEALED FLANGE HANGER WI(12)0.187x FRAMETO U=961 U=1077 S3.5z16 (2)1.75"x16' LVL (3500NPUFT=IWO) y -� Z S1/4' x 9-12' ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 31Z NAILS & (6) 0.148" x 3- NAILS I FRAME COLUMN TO 19 HTT4 WI(18)-0.167 x 2-12' NAILS WM* EPDXY ANCHOR 4, 7 R = 1866 R = 2166 SP4325 3840 ON MASONRY: (2) MSTAM24 w49)-0.14EIN Y NAILS & (5}}"z2}" TAPCONS EACH STRAP(UPLIFT=2750) 'NAIL BEAM TOGETHER USING ROWS OF 0.148' f p U 2 < FIG. PS &V :3612 (4) x "NAILS p WQ t STANDARD COLUMN NOTES CONNECTOR NOTES 3 6-O.C. EACH SIDE 0 0 o - 1. NAIL ALL BUILT-UP STUDS PER DTL. WFWSD2. TO POST: (2) SIMP. HTS20 OR LSTA78 (UPLIFT=2470) 1. UN LESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL STRUCTURAL MEMBERS: 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD A. TRUSS OR BEAM TO MASONRY CONDITION) ON MASONRY: (2) MSTAM24 w49)0.148x 3' NAILS 8 u BE P.T. OR WOLMANIZED. (PERPENDICULAR NOT APPLICABLE B5.25x16 (3)1.75x1 S' LVL (5)-}"x2}" TAPCONS EACH STRAP(UPLIFT=2750) i w Z } 3. CONTRACTOR TO USE ABU BASE CONNECTORS • SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS B. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION), WITH AMINIMUM EWE NOT APPLICABLE U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF O r Lif w 4x4: /(12y1.182k 3}"NAILS B}'EPDXY ANCHOR w/MIN. DISTANCE OF 3" 0.148'X 3t NAILS• 6'O.C. EACH SIDE 0 u O y �y T EMBBEDMEEDMENT C. FLAT SS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDITION), WITH NOT APPLICABLE 2`o z U W _ 12p.182k 3}'NAIL58x EPDXY ANCHOR w/MIN. MINIMUM EDGE DISTANCE OF 1-1/2" 1/2 _ TO POST: 2 SIMP. MT5200R LSTA78 UPLIFT-2470 () ( ) 0 ,4 _ W �yyy��[ F 76. 'EMS DMENT 7'EMBEDMENT 8.8: ABU88Z w418p.162'k 3}' NAILS &(2" EPDXY ANCHORS w/ D. ALLROOF TRUSS/PURLIN/RAFTERTOFRAME (PERPENDICULAR CONNECTION) E. HIP LACKS LESS THAN 7'-0' LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPLIFT Of 535 Q/EA. OR Q/FA ❑j / F.A.OR a / EA ON MASONRY: (2)MSTAM24 w49}0.14813'NAILS & 83.Sx20 (2) 1.75"x2O" LVL (5}- x 2NTAPCONS EACH STRAP (UPLIFT = 2750) 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF �C 0 u Z Q �� � M 2 MIN. T EMBEDMENT 'EPDXY ij 10.10:LBS. A S / MIN. E BEDM 3}' NAILS 8 (2 ANCHORS ANCHORS w/MIN.TEMBEDMENT 7" F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. 0.148N 3}' NAILS • 6' O.C. EACH SIDE F O 4. POSTILVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP G. r�#L�� BASE PLATES U.N.O. ON PLANS. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3}0.131" STANDARD BEAM NOTES ¢ U tJ ' S. S. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER x 3' TOE -NAILS. 2 IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH 0.131' X 3' TOE O m �x W .� ALL HEADER SUPPORTS/ COLUMNS. (3} -NAILS. 3. 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 0.1 W x 3}" NAILS Q O i a r W J Tj m 6 SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER STRAP MAY BE INSTALLED OVER MAXIMUM 23/32' SHEATHING, USE 2-M' NAILS LLO. 1-1/2" NAILS. P IF S EC (CATIONS. 4. PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMPSON SPECIFICATIONS. HEX NUTS SHALL BE WRENCH TIGHTh13TURN. Q / 17o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2,10 OR LARGER. MIN. 7 FROM TOP AND BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHER USING 3 ROWS () N u �/� V/ O f C C 7. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER OF 0.148' 3}• NAILS @ 6'o.c. SIDE) MIN. 2' FROM TOP AND BOTTOM _ 0 r J I OF JACK STUDS REQUIRED. S. 1/2" ALL THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN. 7' EMBEDMENT TO GROUTED CMU WALL W/ 2-1/4' MIN. EDGE DISTANCE. MIN. 7- EMBEDMENT TO CONCRETE FOOTING W/2-1/4" MIN. EWE DISTANCE. x (TYP.ONE OF SEAM O U LLLI H 1� g� W i 6. 5/e" ALL THREAD ROD TO MASONRY WITH SIMPSON SET-%P EPDXY. MIN. 15"EMBEDMENTTO GROUTED CMU CORE 2. VERIFY WPLAN CORRECT LENGTH OF BEAM REO'D. (MIN.1' BRG. EA. END OR Q w O Z Q CONTAINING AT LEAST (1) VERTICAL#4 OR#5 BAR. MAINTAIN 2-1/4"MIN. EDGEDISTANCE. IF THREADED CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO 12". ROD CAN BE MIN. 3-BRG. ON MASONRY) > LLl Ou w i 7. S/8' ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O. ON PLANS: MIN. 7' EMBEDMENT TO CONCRETE 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. = FOOTING W/ 2-1/4" MIN. EWE DISTANCE. FULL CAPACITY ACHIEVED WITH 12" END DISTANCE FROM MINIMUM DISTANCE FROM CORNERS IS 2-1/4' WITH A CAPACITY OF 2650 LBS. EXTERIOR CORNERS. I. BEAMS ARE NOT TO 8E DRILLED OR NOTCHED IN ANY WAY WITHOUT WS WRITTEN APPROVAL FROM THE E.O.R. f 8. REFER TO SIMPSON LITERATURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN &END LENGTH MEASUREMENTS. Z i 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS o v0-i w C 0 U W < z N Z 7 C O ww 0 T MJ 7E M + Z n O M N N ? 2O Jy E I o Q y j O p p m J w _< _ - p W Z X r 0 f ��U z JLU a W C J oL5 }O rq rF • i z EL u w W O STRUCMRALENG TH DRAFTING: N N _ p w S11iUCI: OP pC CHECK: CC p � 7 p � w JOB No. STAR-17115 NOTES & = w SG E AS INDICATED WTE: OB/10?3 w � CONNECTOR LEGEND I G S5.2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SCHEDULE (STARLIGHT) � I I 1388-0R 13861R 13B6-KR 1388-A 1388-MR 1306-8 138" BUILDING KEY 1386-OR LOT 27 1386-LR LOT 28 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR PLASTER FINISH WALL HEIGHT INTERIORZONE ENDZONE 8'd 2.4 SYP 02@IS- O.C. MAX 2.4 SYP 92016" O.C. MAX 91-0' 2.4 SYP 02 i0Is- O.C. MAX 2.4 SYP t2 012- O.C. MAX 9'- 2.4 SYP 02 Q 12' O.C. MAX 2.4 SYP 02 012- O.C. MAX 101-0" 2.4 SYP At @ 12' O.C. MAX 2.4 SYP 010 8. O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE ENDZONE 81-0' 2X4 SYP R2 @ Is- O.C. MAX 2X4 SYP Y2 ® 1S` O.C. MAX 91-0' 2.4 SYP 42 0 Is- O.C. MAX 2.4 SYP #2 @ 16- O.C. MAX 913' 2.4 SYP i20IS- O.C. MAX 2.4 SYP 42®16'O.C. MAX 10'-0" 2X4 SYP i2 @ 12- O.C. MAX 2X4 SYP i2 ® 12- O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAIL VVF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE:CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN. CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 02 @ 16. O.C. MAX U.N.O. ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WNDOW / DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING-WS02/S03 OPENING SITTING ON WOOD BEAM - WS46/SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS091SD4 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF1=D4 ATALL LOCATIONSAS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND = 9'-1' T.O.W. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL = 8'-1' T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP-- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1386-KR LOT 29 1386-A LOT 30 SECOND FLOOR FRAMING PLAN :%%J........ I,4, 07- *- ad JJ T J a!8 NN OZ i a '^ U- F a. Z Z y� 02 �j F W W V/ t; W !iz € O STRUDTURAL ENG: TH ej DRAFTING: z --T.. DP GC GHE— CC O w JG6 No. STAR-17115 i SME: AS INDICATED w DATE: 0620/ti 0 0 S5.3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SCHEDULE (STARLIGHT) I I I I � 1 1386-OR 1386-LR 1386-KR 1386-A 1386MR 138" 138" BUILDING KEY 1386-MR LOT 31 1386-B LOT 32 1386-N LOT 33 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR PLASTER FINISH WALL HEIGHT INTERIORZONE END ZONE O U 81-0' 2c4 SYP 82 Is- O.C. MAX 2x4 SYP 02 @ 16- O.C. MAX g U 9'-0' 2.4 SYP C2 Is- O.C. MAX 2.4 SYP N2 12- O.C. MAX w I] 91-4' 2.4 SYP i2 @ 12- O.C. MAX 2.4 SYP 02 12- O.C. MAX 101-T 2.4 SYP #1 @ 12' O.C. MAX 2.4SYP 018'O.C.MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 6'-0' 2X4 SYP i2 @ Is' O.C. MAX 2t4 SYP 92 @ 16' O.C. MAX, 9'-0" a4 SYP Y2@Is-O.C. MAX 2X4 SYP #20 Is-D.C.M 9'1' 2x4 SYP 92@Is- O.C. MAX 2.4 SYP 92@IS- O.C. MJ= ry Z/ r.p p v! \i f 10'-0' 2/4 SYP Y2 @ 1Y O.C. MAX 2z4 SYP K2 @ 12' O.C. MA&. EXTERIOR FRAME WALL NOTES �Q 1. WALL STUDS WITHIN 5FT Of EACH CORNER ARE CONSIDERED TO BE WTHIN THE SEE CIO V WALL END ZONE. CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. wo 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE FRAMING PLAN. 3. SEE DETAIL WF10/8D4 FOR REQUIRED WALL SHEATHING Q THICKNESS & NAILING PATTERN. m rc 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO < y p t2 BEREMOVEDANDREPLACED. IFMORETHAN20%OFTHE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 00 w 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO F BE MIN. SPF aft @ Is- O.C. MAX U.N.O. ON FRAMING PLANS. w O m ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C STANDARD 2ND FLOOR FRAMING o o NOTES: a = n' -> 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR s < 0 U WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. = < w W 2. AT ALL WINDOW / DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR f TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - W507/SD3 r m OPENING SITTING ON WOOD BEAM - WS46/SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WSO915D4 U.N.O. u O f O U Z < W 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE '6 0 rc Of Z FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10/SD4 AT ALL LOCATIONS AS REQUIRED. = 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING O T V id F PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING O a` 0 NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE Z w O Q Q ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. > rc O Z WALL LEGEND w g Q Z �� ® _ 91 T.O.W. 1ST FLOOR U I� I_ F g INTER IORIEXTERIOR V J BEARING WALL - p i Z' Z N H� a =8'-1' T.O.W. 2ND FLOOR INTERIOR/EXTERIOR r 0� m S BEARING WALL w Q 8 q LLo p W QN QQ-QQp 'k = ALIGN WITH COLUMN ABOVE 0O V H I.I.I I.L \. Z W ILL BUILDER NOTE: .0 1 w O� .0 IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS ! �2 MANUFACTURERS LAYOUT w = i 23 r ----STOP---- : w AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES i i a w Q 0 N <w C a = � o w o f 1nO A M c N a y J c o F N= 0 Q o Uj m J Iz W o O m _ X F - w W W W Z oae Q aN 0 o ap N h� • i i � w STRUCTURAL ENO: 7H mf � o ORAcnNO: v; m u w z U C STRUCT: OP QC CHECK: CC 7 Q � y QH i H JOB No. STAR-17115 SCALE: AS INDICATED DALE: 062d23 SECOND FLOOR FRAMING PLAN Z o 1/8..=1--0,. 'x = �o S5.4 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVPYZ OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WALL SEGMENT (DIMENSIONED THIS D_'AIL),SHALL BE INSTALLED CONTINUOUS &FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. PORTAL FRAME SHEAR WALL (2)-2x TOP PLATE PER PLAN. - NAIL BREATHING W/ (2} ROWS 0.131" x 2-12' NAILS & 3' O.C. SHEATHING TO HEADER W? 0A 31" x 2-12" NAILS AT 3" O.C. HORIZONTALLY b VERTICALLY AT PORTALFRAME. 3-12' x 11-1M" HEADER =P—I I EXTERIOR SHEATHING & I I NAILING PER DETAIL WF10/SD4. ELEVAT10MS'Wir xA00T7-SYPA25TQOS INDER2ND t MIN (3}2x JACK & (1 }2x KING STUD FLOOR JAMB COLUMNS. INTERSECTIONTUDS Q WALL (3)-N JACK STUDS (GARAGE OPENING) MIN. 7/16" STRUCTURAL 1 SHEATHING, OR 15rJ7 I I EXPOSURE 1 SHEATHING, MIN.(3}2x4 JACK STLOSb 1)2z4 { I I CONTINUOUS FROM BOTTOM KING STUD. NAILED PER S ANDARD HEADER NOTES. PLATE TO MID -HEIGHT OF FLOOR SYSTEM. NAIL ALL i 1 EDGES TO STUDS OR COLUMNS W/ 0.131*x2-12" NAILS Q 3" O.C. (2).2x BOTTOM PLATE. NAIL TO & 3' O.C. IN THE FIELD, SHEATHING W/ (2) ROVv50.148" NAILS Q 3" O.C. OM P AI 2 2x LATE. NAIL f ` SHEATHHING W/ WS 0.118' x 3' RI RO Y. NAILS 3'O.C. Q ' FOUNDATION PER PLAN. EXTERIOR ELEVATION GARAGE PORTAL FRAME 12'=1'V (2}CS20 STRAP W O.148" x 3" NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN. 9' END LENGTHS. (2)-91 BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN THIS DETAIL FOR CLARITY. 3.5' x 1125 HEADER PER PLAN. (2)-LSTA18 OR (2)-CS20 STRAP WI 0.148' x 3' ♦♦I�� ''�^1 V V NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. WEND LENGTH OVER Z Z JACK STUD. (2)-3 BLOCKING BETWEEN STRAPS Z Z AND HEADER a LU (GARAGE OPENING) O O HTT4 BASE CONNECTORS WI (18) 0.167 x 2-12 NAILS & 56" THREADED ROD W/ MIN. 17 EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN, 2-1/4" EDGE Z Z DISTANCE FROM FACE OF CMU W W SIMPSON OTT22 W/ (8} 1/4" x CHO SDS b((1}12"VE ). ' ANCHOR MINA-EMBE 1? HAVEMIN. OR ANCHOR LOWEST BELOW LOWEST GARAGE PORCH SLAB Y. W/ SIMPSON SET-XP EPDXY. i f e �3 • FOUNDATION PER PLAN. - (,)ANCHOR BOLT CENTER OF ' SHEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES & ND SHEET. CONNECTOR LEGINTERIOR ELEVATION i E FASTEN FLOOR SHEATHING TO TOP PLATE OF SHEAR WALL W/ (2) 0.131' x 2-12' NAILS Q B O.C. 2x4 SYPN2 BLOCKING Q 24" O.C. W/ (2) 0.148' K 3" TOE -NAILS EA END. FLOOR SYSTEM PER PLAN. SMEAR WALL PER PLAN, BALLOON FRAME TO FLOOR SHEATHING. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. 3/4"=1'V OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND 2x OR (2}2x BLOCKING PER SCHEDULE ATALL PANEL EDGES ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF AND SPLICES. (3}0.131' X 3' TOE -NAILS • EACH END. NAIL A SINGLE OPENING LARGER THAN 16" WIDE x 48' TALL IS REQUIRED, OR IF I \PANELS TO BLOCKING WITH EDGE NAIL SPACING. THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS 8 SQ. Ft (2)-2X TOP PLATE, __e_a� ��a�a� w•�a � � a�a� �al� �� n�ae..a�a �a�a�a�a�. NINE CONTINUE --- - IIIIII a a�at a 1lII1 �'1II — ; III'� 1IIII ` �� 111iI1I1 11�11I11 INDICATE ��l �_. FRAMING PLAN. III• I • I'hi :—• IiI PLATES. I W2)1 TYPICAL INTERIOR SHEAR WALL WALLFRAMING & FLOOR -TO -FLOOR CONNECTIONS PER PLAN. IT TALL 20 SYPM2 VERTICAL. NAIL TO O.S.B. RIM BOARD W/ (2)- ROWS 0A 31' x 3' NAILS Q 3' O.C. (10 NAILS TOTAL). 3W SHEATHING 1-1/8"O.S.B. RIM BOARD 2-HOUR AREA SEPARATION - ASSEMBLY PER PARTY WALL DETAILS. WALL FRAMING & FLOOR -TO -FLOOR CONNECTIONS PER PLAN. 3W=1'V iT ANCHOR AT 4" TO8 ROM ENDS OF WALL TTOM PLATE SPLICES, OR HOLD-DOWNS. FLOOR SHEATHING & NAILING PER PLAN. (2}ZX8 SYPb2 JOIST. NAIL PLIES TOGETHER W/ (3) 0A48' x 3" NAILS Q W O.C. & 7 FROM EA. END. HUC28-2 W/ OQ-0.167 x 3I1 NAILS TO CARRYING MEMBER & (4). 0.148" x 3- NAILS TO (2}2x8 JOIST. AT HANGER LOCATIONS, INSTALL - MIN. 12' LONG BACKER BLOCKS ON BOTH FACES OF W ST PER JOIST MANUFACTURERS WRITTEN SPECIFICATIONS, FLOOR FRAMING AT STAIRCASE (W/ I -JOIST IJOISTS PER PUN. REFER TO DETAIL WF071SD2 FOR CONSTRUCTION REQUIREMENTS. 1 SHEAR WALL END COLUMNS AS INDICATED PER FRAMING PLAN. OPENINGS SHALL BE LOCATED AWAY FROM THE END OF THE WALL AT LEAST 16 OF THE WALL HEIGHT. - MID SPAN WALL BLOCKING U N.O. ON FRAMING PLAN STRUCTURAL SHEATHING PER SCHEDULE - - END OF WALL ANCHORS PER FRAMING PLAN. NOT USED COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 11611111tjf1,," r 4r �' uj �0_ 01 U : W 0 • _�j w 2 w C t a � # M O Z A ZC4 m � N J_ EI a X LU 0 o m J O 2 Q Z - w sa0 0 CLLI0 U J X Z w a� ay oa W ti: • 2 n 6TRUCTMtALENG: TH ¢ OC CHECK: CC O w JOB M. STAR-17115 t 3CME: AS INDICATED w OATE: 0820?3 Q Q 0 0 GARAGE BUCK DETAIL j DORMER FRAMING DETAIL SIMPSON DIAGONAL TO BEAM 2x6x12 CENTER BUCK 318DIA ANCHOR CENTERED 2.6 P.T. BUCK EACH SIDE OF OPENING (5) 12-OW LAG BOLT AT EA. DOOR BUCK EA SIDE OF DOOR. PROVIDE 2' x NI6' THICK WASHER W/EA ANCHOR. (1st BOLT TO BE 8' MAX. ARV. CURB, REST EQ. SPACED 24. O.C.) END VIEW W/CMU HEADER (SEE PLAT 7/16' O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. (2) 0.131' x 2-12' NP EACH END EEN��D VIEW W/ WOOD WhUI� ARCH WINDOW FRAMING DETAILS 1/2'=1'-0' I / 3W=1'4r O2, STUDS @ Is- O.C. FOR KNEE WALL F @ 37' O.C. STUD TO ROOF FRAMING OLSTA18 B BELOW, SLIT ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN 2x4 BLOCKING w/(2) 0.167' x 312" NAILS EACH OPROVIDE p END TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE ROOF FRAMING BELOW AND CONNECT w/ SIMPSON HTS20 @ 37 O.C. OROOF FRAMING TRUES PER PLAN BELOW A J O2, F PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CF01SD3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLIER B OG DOUBLE TOP PLATE OSIMPSON H3 OR HE @ EA. END OF TRUSS OR RAFTER ^ COMMON TRUSS PER PLAN OR CONIV- PLING R �V O STRUCTURAL CF281 FINISH SHPER ARCHITECTURAL S V CURVED ROOF TRUSSES PER PLAN CURVED K O w/ RAFTERS (2) LAVERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF 12'=1'S FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. - SIMPSON HGA70 @ 32' OC SIMPSON HGA10 @ 32' W/ 14)1W x 3• SDS TO TOP O.C. W/ (4) 1/4'x 3' BOB PLATES & (4) 1M'x I-12' TO TOP PLATES b (4) SOS TO TRUSS 1/4*S, 1-12" SDS TO TRUSS SHEATHING NOT REQ'D - SHEATHING NOT REO'D TO BE CONT. @THE TO BE CONT. @ THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE ?x TOP PLATE FASTEN SIDE WALL - BEAM PER PLAN SHEATHING PER PLAN. EXT, SHEATHING; SIMPSON HIGA ATTACH PER PLAN DIAGONAL TO PLATE TOP A BEAM CONNECTION FRAME WALL CONNECTION GABLE END TRUSS PER PLAN. TYP. REO'D GABLE END•L• AND/OR-r BRACING STRONG BACK PER GABLE , WHERE O.H>9' > 9", END BRACING CHART REFER TO 2 2x4 SW t2 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFY WHICH @ Is- O.C. MIN 12) TRUSS BAYS 9* MAX. PLYWOOD CONDITION IS REQUIRED. CONTACT FOR FOR ADDITIONAL INFO AS REO'D BACK FROM GABLE END (MIN. 46-) CANT. O.H. jl "11 A23 DIAGONAL TO TRUSS BOTTOM CHORD.REFERTO GE02 FOR REQD PLYWOOD BRACING TYP. SHEATHING & 2x4 SYP f2 BOTTOM NAILING PER CHORD BRACING @ 1S' PLAN SHALL O.C. FOR FALSE BEAM RUN CONT. ATTACHMENT W(3) ACROSS GABLE 0.148k 3' TOE -NAILS TO BOTTOM OF EA. END MIN. (2) FALSE BEAM. TRUSS BAYS RACK ATTACHED PER FROM GABLE END NAILING (MIN. 43) SCHEDULE 2x TOP PLATE TO MIN. 2,4 SYP Y2 GABLE END W/0.148'z STUDS @ 18' 31/4- NAILS @ 6' O.C. O.C. YW SINGLE 2x4 SYP Y2 FRAMING FOR FALSE BOTTOM & TOP BEAM @ 1S- O.C., IF REOD WN(4) PLATE W/(3) 0.148N 3 NAILS @ EA. TRUSS 0.148'x 3 NAILS BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2x4 SYP 82 HORIZONTAL PER PLAN BLOCKING@Is O.C. W/(3) IF REOD 2x4#2 SYP 0.148N 3' NAILS EACH END BLOCKING BETWEEN CMU WALL CONNECTION STUD ONLYIF CLEAR SPAN CONNECTION FRAME DOWN IS A SINGLE 2x ****NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WIDE =_01GABLE END 0 FLAT CEILING CONNECTIONS / �UA ING DETAILS FOR ADDITONAL NFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) xN(2)0.162"x312' FOE -MAILS EACH END 3) 0.162' x 312'NAILS TYP.) x4 SPF CONT. ILOCKING ATTACH TO 716' OSB W/ (2) 1.131' x 2-1/I NAILS 71 6'OSB EACH SIDE. N/0.11x7 NAILS @ 3' 6' O.C. TO SIDE & TOP IA LER x BUCKS, 2x4 BLOCKS, (2) 0.162X 312• NAILS @ EA END. NOTE: ALL GABLE BLOCK ADJ. BAYS @ EA DIAG. AS SHOWN. BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS WSYPi2 OR BETTER 0.131-. 2-12" NAILS @ 6' O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS READ) DIAGONAL TO DVIDE ZA BRACE EA. ADJ. DIAG. >TEN TO DIAG. 2)0.162x312' 2.6 SYP 02 - LS. DIAGONAL BRACING, SPACED @ 48' O.C. BEGINNING 647 FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 3'S NO BRACE REQUIRED 3'S<Hdr-10' (1)2x4 L-BRACE 4'-10' < H &6'S (2) 2.4 L$RACE (SEE SECTION A -A) V-8' < HA17S STRONGBACK& DIAGONAL BRACE @ MID -HEIGHT 17-6 <H#-V-V STRONGBACK & (2) DIAGONAL BRACES @ 113 AND 2/3 HEIGHT 2X4 L$RACE IF READ SEE CHART. 0.148'x 3 NAILS @6'O.C. GABLE VERTICAL r.� 2ND 2X4 L$RACE IF REDD, SEE CHART A -A GABLE VERTICAL L-BRACING GABLE END BRACING (140D or 150C) SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER 6 D.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REDD LAST STUD OF - LAST STUD OFKNEE WALL I S° KNEEWALL JOININGUP JOINING UP TO MAIN HOUSE TO MAIN HOUSE WALLS SHALL BE ATTACHED TO (2) 2x TOP PLATE WALLS SRALL BE MIN. (2) 2, FULL HEIGHT WALL I ATTACHED TO MIN. STUDS W/(2) 0.162' x 31? I (2)2X FULL HEIGHT NAILS @ 17 O.C. I WALL STUDS W/ I (2) 0.162' x 312' NAILS MIN, 214 SPF 02 KNEE WALL (2) 2x 62 SYP SEE PLAN @ 12' O.C. WITH STUDS @ 16' O.C. W' ( I FOR BEAM SIZE 2x4 SPF 02 KNEE WALL STRUCTURAL SHEATHING WITH STUDS @ 16' ON BOTH SIDES FROM TOP I BUILDER FRAME O.C. WT STRUCTURAL OF WALL TO BOTTOM OF RADIUS AS REO'D SHEATHING ON BOTH BEAM. ATTACHED PER I SIDES FROM TOP OF NAILING SCHEDULE I WALL TO BOTTOM OF OTHERWISE SP2 CLIPS L BEAM. ATTACHED PER EACH STUD TO DOUBLE TOP NAILING SCHEDULE PLATE AND SPI CLIPS EACH STUD TO BOTTOM PLATE FO KNEEWALL AT DOWNSET BEAM 3/4'=1'-0 0.131'x 2-1? NAILS @ 4- O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN GABLETRUSS EXT. SHEATHING; ATTACH PER NAILING SCHEDULE (2) 0.162'x 3-IZ NAILS TO EA COMMON TRUSS SIMPSON LTA2 @ 4'4Y O.C. GABLE TRUSS TO MASONRY OR MAIN SPAN ROOF SIMPSON HGA10 @ 32" TRUSS O.C. FRAME WALL I UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL SHOWN, SEE PLAN CONNECTON TO WALL FOR WOOD OR MASONRY EO GABLE END AT VALLEY FRAMING CONN. (W \ 12 12 MAX. 12 \ �12 MAX SEE GABLE CONNECTION DETAIL FOR REDD CONNECTIONS 2.4 ATTACHED TO EA GABLE 2.4 BRACE WITH (2) 0.148' x 3 NAILS (1)A23 FROM - STRONGBACKTO DIAGONAL BRACING 2x6 0.148'. 3 NAILS @ 3 O.C. 9" MAX PLYOOD CANT. O.H. SEE ELEV. FOR O.H. SIZE WHERE O.H > 9', REFER TO GE31ISD2 - I SYP 12 DIAGONAL BRACING @ 48' O.C. AS REQUIRED PER GABLE BRACING CHART - GABLE BRACING N SEE CHART - MID HEIGHT OR 1/3RD HEIGHT STRONG BACK AS REO'D PER GABLE BRACING CHART^ O - GABLE END ¢ Z SHEATHING O tU -� FASTEN PER � m PLAN. STRONGBACK DETAIL KNEEWALL AT UPSET BEAM VALLEY TRUSS EXT. SHEATHING; - ATTACH PER NAILING SCHEDULE CONT. PLYWOOD ROOF SHEATHING PER NAILING SCHEDULE OR OPT. ZA BLOCKING PERP. TO EA. VALLEY TRUSS NAILED TO TRUSS BELOW @ 24- O.C. WI (2) 0.162x 312" NAILS TYP. ATTACH TRUSS TO ' TRUSS BELOW USING (3) 0.162'x 312' NAILS 2x BLOCKING W/(3) 0.148'x 34/4' TOE -NAILED @ EA. END CONNECTION TO TRUSS & TRUSS) 2x4 BLOCKS, 0.131'x 3' NAILS @ EA END. BLOCK ADJ. BAYS @ EADIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/ 0.131'x 2-1/2' NAILS @6'O.C. (5) 0.131'x 3 NAILS - NAILS BRACE TO BLOCKING PROVIDE 2X4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG.W/(2) 0.131^x 3 NAILS. GABLE'L' BRACING, - BEECHARTFROM DETAIL GE02 GABLE BRACING AT - RIDGE AND @ 48' O.C. MAX. 45' FROM HORIZONTAL (H-10'). NO DIAGONAL BRACE IS REQUIRED FROM THE TRUSS HEEL TO THE HIP JACK GIRDER INTERSECTION. PROVIDE 2x BLOCKING FOR NAILING PROVIDE BLOCKING - BETWEENTRUSSBAYS @ W O.C. FOR FIRST 3 BAYS SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQD (2) 21 #2 SYP SEE PLAN FOR BEAM SIZE (2) 2. PLATE (2)2x SYPR2 TOP PLATE WALL SHEATHING PER - WF10/SD3 FASTEN SHEATHING TO HEADER BUILDER FRAME WITH RSRS-01 RADIUS AS READ (0A 13-10-W)RING SHANK NAILS IN 3"GRID PATTERN & 3' O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) 3/4'=I'(r 2x STUDS AS READ @ 16' O.C. w/ (3) 0148' x 3-1/4" TOE -NAILS TOP & BOTTOM 0.131'x 2-12" NAILS @ 4' O.C. NOTE: IF PANEL SPUCE - CONV. FRAME OR IS NEEDED IT SHALL OCCUR WITHIN 24"OF VALLEY TRUSSES MID -HEIGHT. BLOCKING PER PLAN IS NOT REQUIRED. Is- O.C. w/(3) 0.14813-IW TO TOP & BOTTOM FULL SHEET OF SHEATHING FROM BOTTOM OF HEADER/LVL TO TOP OF TOP PLATE SEE PLAN FOR HEADER 1 OR LVL AT GARAGE, HEADER OR LVL READ TO BE FULL LENGTH OF GARAGE MIN (4) 2z SPF I2 STUDS 1.I @ EA. END w/ (2) SIMPSON LSTA30 ON OPPOSITE SIDE OF SHEATHING w/ (22)1.148' z 3' NAILS EA WALL SHEATHING PER i WF70/SD3 W/0.131"x2-1.. < NAILS @3'O.C. IN ALL FRAMING (STUDS, HTT4 W/5/8'ALL THREAD ROD, 7- MIN. I- BLOCKING. TOP PLATE, BOTTOM PLATE) -TYPICAL i EMBED AND MIN. 1 75' EDGE DISTANCE USING - 2X SYP #2 PT SILL PLATE; SIMPSON SET EPDXY " I OR EQUIV. ATTACH TO ATTACH w/J$OLTS/ f COLUMN USING (18) EPDXY ANCHORS @ 3S : 0.162" 11 12' NAILS - SEE PLAN O.0 PER BRG WALL MAIN SPAN ROOF TRUSS SCHED. NO BOLTS wAn 12' OF BASE CONNECTION UPLIFT CONNECTOR FOUNDATION PER RECESSFOR (SEE SCHEDULE) PLAN; SEE MF70/S3 "' " PAVERS @ i MASONRY WALL FOR CORNER BARS ��. .I.-•<. :,.,, '. GARAGE 1 SHOWN. SEE PLAN < FOR WOOD OR MASONRY GABLE END @ FLAT CEILING W/ BOSTON HIP PORTAL FRAMING DETAIL 12"=1'-0" SHEATHING PER PLAN WHERE O.H. IS > 9". REFER TO GE3VSD2 CONT. 2x4 GABLE END SHEATHING FASTEN PER PLAN SPLICE AS READ SIMPSON HIGA DIAG. TO BLOCKING TRUSS PER PLAN TYPICAL TRUSS TO FRAME CONNECTION SEE STANDARD CONNECTOR NOTES WALL PER PLAN (FRAME WALL SHOWN; MAY ALSO BE MASONRY) 214 SYPK2 BLOCKING BETWEENTRUSSES /(2) 0.162"x 312' TOE -NAILS EA. END +,���Ilillil� 4' p Z� 0 N J N f W :30 IL - MXz - Cd LLI 0 QC CNECK: CC 0 w JOB No. STAR-17115 t SCME: AS INDICATED w DATE: 062Q?3 =1 SD1 3/4'=1'4T I / 3/4'=VT I / 3/4"=1'S COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. TRUSS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST F-0 LONG. TYP. TOP SPLICE DOUBLE 2X4TOP PLATE SIMPSON DTC, (2) ATTACH 2x4 STUDS TO TOP 0.To x NAILS PLATE W/ (3) 0.14n 3-I W J TOENAILS TYPICAL AT ALL 0 13" x 2-10 NAILS NAILS TO 0.131' z PLATE TOP PLATE LOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD 2X4 SYP /2 BLOCKING, Q 24' O.C. W/(2)0.148' x 3-1/4" END NAILS 0 EACH END. WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION @ FRAME WALL PIPE OR DUCT W/ (2) 0.148"x 3' NAILS 03' O.0 PENETRATION OF MORE WITHIN 49' OF SPLICE THEN / THAN 50% OF TOP (2) ROWS 0.148'x 3" NAILS 0 PLATE WIDTH INSTALL 8" O.C. OTHERWISE SIMPSON PSPN516ZWH (12) 0.162"x 312 NAILS TYP. TOP & BOT. ATTACH 214 STUDS (2) 0.148'z3" NAILS 0 3" TO TOP PLATE W?�- O.C. WI THIN 48" OF (3)0A481131W SPLICE THEN (2) ROWS TOE -NAILS TYPICAL ALL 0.148-x 3" NAILS 0 S. LOCATIONS O.C. OTHERWISE 2x4 WALL BEYOND AGAINST 2x8 STUDS og. ATTACHED PER (WFOMD2) ATTACH 2x8 STUDS TO TOP PLATE W/(4)0.14811 -IW TOE -NAILS TYPICAL AT ALL LOCATION TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4'=7'.O' SEE ROOF SHEATHING, 0.131" 2-1/7 NAILS Q 4'O.C. PLAN NAIL PER PLAN DOUBLE TOP PLATE SIMACH SP4 OR SP2 0 EACH STUD (4)0.148 x3•NAILS 0 EA BLOCKING TO ROOF TRUSS -SEE FRAMING PLAN FOR / PLATE SPACING EXTERIOR SHEATHING TRUSS PER PLAN TRUSS PER PLAN SEE PLAN. NAIL PER PLAN (2) 0.148' x 3' NAILS CONNECTION TO BOTTOM CHORD 2x BRG WALL, SEE OEACH END OF PLAN FOR STUD SIZE & BLOCKING SPACING. MIN (2)2z 2z45VP nFLAT UNDER GIRDER TRUSS (2) 0.108' x 3' NAILS TO BLOCKING, 0 24' O.C. U.N.O. BOTTOM CHORD W/ (2) 0.14r x 31/4' END QEACH END OF NAILS Q EACH END. � BLOCKING BLOCKING SIMPSON LSTA21 EACH WALL SHEATHING PER PLAN STUD 2X WALL, SEE PLAN 2x BRG WALL, SEE PRE-ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x ALT. BLOCKING FRAME CONDITION TRUSS PLAN R @ U.�NDOER��GIRDER CONNECTIONSEE I� WALL CLIP DETAIL (150 MPH EXP. C MAX) /YV1'14\ SECTION DOUBLE BEARING 3/4'=I'-Cr 3/4'=Td 2X CRIPPLES Q it O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE ' WHEN STUD LENGTH IS <17 USE LSTA30 STRAPS AT EA STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE WI (11) 0.148x3'NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.148'x 3-1W NAILS STAGGERED 017 O.C. EA. FACE OR (3) ROWS 0.148' x 3-IW NAILS STAGGERED 012' O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REQ'D. IF WI SHEATHING CANT BE INSTALLED PER WF10/SD4) FILLING AND BILKING AS REQD W/ (2) ROWS OF 0.14rz 3.IW C 16" O.C. TO HEADER LINO 2X STUDS TYP. ATTACH JAMB STUDS PER WFOB/SD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET SEE GEOD Sol FOR BLOCK SYP COMMON ROOF TRUSSES PER PLAN. ROOF SHEATHING & NAILING PER PLAN. DOUBLE 214 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2.4 ON TOP WALL OR PRE - ASSEMBLED WALL OF 20 TO PAD OUT TOP PANEL W/ (2) 0.148•x 3' PLATE. ATTACH W/ (2) NAILS r O.C. 0.148'x 3' NAILS 3. O.C. ALING (FOLLOW NENTS (SOLID BLOCK WI2z6 ) REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) ✓6• M4y TOP SPLICE - DOUBLE 2xe TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) V MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO GE31/S02 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO GE02 FOR GABLE WEB BRACING INFORMATION VALLEY TRUSSES BEHIND CABLE (IF PRESENT), SHALL BE CONNECTED TO COMMON RODE TRUSSES PER TRUSS SUPPLIER'S SPECIFICATIONS. VALLEY GABLE TRUSS PER PLAN. GABLE SHEATHINGS NAILING PER PLAN. 2B SYPA2 PLATE BEHIND VALLEY GABLE TRUSS. TO EA. COMMON ROOF TRUSS WI R) 0.167 x 31 rr NAILS Q 26 O.C. MAX. ATTACH VALLEY GABLE TRUSS TO EA. TRUSS BELOW W/ (3) 0.167 x 312 NAILS 2 BLOCKING W/ (3) 0.148• X 31/4' TOE -NAILS EA. END VALLEY GABLE CONNECTION - 150C MAX. 1"=VbT OVERLAP TOP PLATE AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 0.148'x 3' NAILS TOP PLATE CORNER TRANSITION ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVPI20R BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WALL SEGMENT T((DIMENSIONED THIS DETAIL)SHALL BE (2)-CS20 STRAP W0.149xr NAILS ON INTERIOR FACE OF INSTALLED CONTINUOUS & FREE, FROM PLATE SPLICES OD WALL STRAP CONTINUOUS FROM COLUMN ABOVE TO FRAMING. FLOOR SYSTEM PER i JACK STUDS. MIN. 9- END LENGTHS. (2}2x BLOCKING PUN, NOT SHOWNf BE STRAPS AND HEADER, AND WITHIN FLOOR THIS DETAIL FOR SYSTEM. CLARITY. PORTAL FRAME SHEAR WALL (2)-2z TOP PLATE PER PLAN. 2'4i' NAIL SHEATHING WI (2} ROWS OA31' z 2-12 NAILS & 3' O.C. NO TOP PLATE SPLICES PERMITTED. __________ DRILL THROUGH HEADERS FOR 1i THREADED SHEATHING TO HEADER W/ 0.131'x2-12 RODS. NAILS AT 3' O.C. HORIZONTALLY & ' VERTICALLY AT PORTAL FRAME. 3.5" z 11.25 HEADER PER PLAN. ' MIN. (2}2x4 SVPB2 FULL HEIGHT KING A (2)-LSTA360R (2}C5205TRAP NN 0.148'x3' STUDS EACH HEADDER Z NAILS ON INTERIOR FACE OF WALL STRAP END WITHIN F CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. 9' END LENGTH OVER JACK STUD. (2}21 SHEAR WALL W/ PLIES FASTENED PER MIN (3}2x JACK & (1}2z KING STUD BLOCKING BETWEEN STRAPS AND HEADER WF08/SD2. (3)-2x JACK STUDS- MIN.7/16'STRUCTURAL i SHEATHING, OR 3-1/2•x312• R 1SW EXPOSURE 1 SHEATHING, ENGINEERED ROOF SHEATHING CONTINUOUS FROM BOTTOM PLATE TO LUMBERJACK O COLUMNS. ONE NG NAILSTOSUB-FASCIA MID -HEIGHT OF FLOOR SYSTEM. SHEATH JACK COLUMN p 8 BLOCKING Q 3" O.C. INTERIOR FACE OF WALL CONTINUOUS ON EACH SIDE SIMPSON HTTI BASE FROM BOTTOM PLATE TO TOP PLATE. NAIL OF EACH CONNECTORS V#(18) THREADED ROD. m ALL EDGES TO STUDS OR COLUMNS W/ 0.162'x2-12 NAILS & 55' p 0.131' z 2-12 NAILS Q 3 O.C. 8 3 O.C. IN - OOF SHEATHING & NAILING ER STRUCTURAL COVER OTES. SHEATHING SHALL E CONTINUOUS FROM END F OVERHANG TO MIN.7-0' ` EHIND GABLE TRUSS. 2x45VP. n SUBFASCIA 214 0,SVP. n BLOCKING Q 1r O.C..1(3}0.131".3' TOENAILS EA. END THREADED ROD WI MIN. 12' EMBED BELOW CURB TO FOUNDATION USING SIMPSON EDGE SET-XP EPDXY. MIN. 2-1 M' EDGE DISTANCE FROM FACE OFH CONCRETE CURB Z7 i THE FIELD. A PLATE. NAIL TO SHEATHING SHEATHING W/(2) ROWS OA48•x3' NAILS Q 3' O.C. Al p A MIN, r BELOW TOP OF SPIRED FOOTING p DROPPED GABLE MAX 30'O'GABLE TRUSS PER PLAN 2x1 SYP. n OUTLOOKER 24' O.C. MAX 0 DROPPED GABLE: -2r TO MAX ZP O.N.: (2}2x BOTTOM PLATE. NAIL TO SHEATHING W/ (2) ROWS 0A 4B'-;SHEAR NAILS 0 3' O.C. ' 1 ANCHOR BOLT CENTER OF - () _ WALL TO FOUNDATION - . PER DETAIL VW07A ON NOTES & ; _ ..; CONNECTOR LEGEND SHEET � ,• O m _ "� O :-"•-,- a �(22x4 2x1 SYP. J!2 OUTLOOKER 019.7 OC MAX. - // TOP OF SPREAD FOOTING rc MIN SYP12 FULL (3) 0.131'x 3' TOENAILS FOUNDATION PER PLAN. J (BELOW GRADE) HEIGHT KING STUDS REQUIRED EACH HEADER 10 END W/ PLIES FASTENED 314 DIA F1554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. 5/B' DIA. SIMPSON HIGH STRENGTH THREADED ROD MAY BE SUBSTITUTED. PROVIDE NUT&3S1512x12' PLATE WASHER ABOVE DOUBLE PER W/FOBISD2 f 2'-0' OVERHANG ROOF SHEATHING& 2x4SYP.02SU8-FASCIA NAILING PER STRUCTURAL GABLE TRUSS TO TOP PLATE. NUTS SHALL BE SNUG TIGHTENED. 2/3 TURN. COUPLERS WITH WITNESS MOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE w 312 x ENGINEERED I COVER NOTES. SHEATHING SHALL BE LOO OUTLOOKER. OUTLOOKER. THREADED ROD UTILIZED. EPDXY ANCHOR TO FOUNDATION MIN. B-BELOW LUMBERJACK COLUMNS.0 SPREAD R D FOOTINGSIMPSONSECTION MA CONTINUOUS FROM END DROPPED TOP CHORD BUILDER E USE A (OR E/9' DIA HIGH STRENGTH) ) O EJAC COLUMN ON EACH SIDE OF EACH `OF OVERHANG TO MIN. ZQ BEHIND GABLE TRUSS. GABLE OVERHANGS GABLE TRUSS PER PLAN UP TO 24" CAST -IN -PLACE THREADED ROD W/ 3kT0 22Y PLATE WASHER SANDWICHED BETWEEN TWO HEX NUTS, MIN r BELOW TOP OF SPREAD FOOTING KwSHEAR WALL DETAIL BETWEEN OPENINGS 12=1'47 D THREADED ROD. D a < =1'4T (2)ROWSOA48'x31/4" NOTES: NAILS STAGGERED 0 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 12' O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST 3/4' OF THE THICKNESS OF THE LAST LAMINATION (3) ROWS 0.148' x 31/4' 3) FOR SPLY, PROVIDE 1/4'DIA. X 5-12 LAG SCREWS OR EQUAL (SPACE AS SHOW3- N FOR PLY) NAILS STAGGERED Q 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN N-1I4' 2-12 EDGE 170.C. FOR 2X10 OR 1' EDGE 1-12 EDGE GREATER HEADER 0.148' x 3' 2-12 w LSTA30HEADER TO i 1-i2 w FTI 2114' STUDS U.N.O. (ONLY REO'D. IF WALL SHEATHING CANT BE 0.148' x T NAILS INSTALLED PER WFINSD4) 0.148'x 3' OPP, SIDE Z Z DOWNfRAMETO Z I( n I a I I DOOR m u b 0.148" x 3" NAILS 2x STUDS TYP. OPP. SIDE (2) 2x4's (2) 2x8s (2) 2xB's (2) 2x COLUMN ATTACH JAMB STUDS PER WF08/SD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET IT BASE PLATE STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET _\A' HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS P.T BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SP40 BASE OF EA. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS BEARING WALL SHOWN ON STANDARD DETAILS. SCHEDULE FOR MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE TYPICAL HEADER DETAIL (VE) HEADER SUPPORT SCHEDULE ON NOTES& CONNECTOR LEGEND SHEET. UPLIFT CAPACITY 0 HEADER TO STUD = 700I 12=7'C 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS READ. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property, TYPICAL BUILT-UP STUD COLUMN DETAIL 1 12=7'-0' SEE GE01 FOR OUTLOOKER OR SHEATHING CANTILEVER 0.131'x 2-12 NAILS 0 4' O.C. CORV. FRAME OR VALLEY TRUSSES OUTSIDE (2) 2x4% EDGE DISTANCE PER DETAIL 0.149' x 3' NAILS 4 a W < O u 7 a I D _ U 0.148' x 3• NAILS i <y I 1 OPP. SIDE Q DISTANCE PER DETAIL S4SIDE PLY NALS NAILEDAT r 01C STAGGERED. OUTSIDE NABS HmLED AT r or. OUTSIDE 2x's (3+) 2x COLUMN GABLE TRUSS EXT. SHEATHING; - ATTACH PER NAILING SCHED. STRUCTURAL SHEATHING (2) 0.167x 312' NAILS ATTACHED PER NAILING SCHEDULE TO E.A. COMMON TRUSS 2.4 M2 SYP CONT. LEDGER OR GABLE TRUSS TO TOP TRUSS CHORDS. NAIL TO WALL PLATE W/SIMPSON FRAMING MEMBERS W/(2) HGA10 0 4r O.C. MAIN SPAN 0.14rx 3-114" NAILS Q 24' O.C. MAX. ROOF TRUSS IF MASONRY USE (2) IW TAPCONS DOUBLE TOP PLATE UPLIFT CONNECTOR OR EQUAL 0 24- O.C. W/ MIN. 1-IW PER PLAN (SEE SCHEDULE) EMBEDMENT. MAINTAIN 4" END DISTANCE & V EDGE DISTANCE EXTERIOR BEARING WALL PER PLAN TRUSS OR ROOF RAFTER WOOD/MASONRV WALL OR TRUSS. SEE PLAN M'0;4, GABLE END AT VALLEY FRAMING COIN. TO WALL /CDO LEDGER D LOW ROOF 3/4"=1'4Y 3/4"=1'4Y If MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.14rx31 W NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) AS POST BASE (AS NOTED) SEE FOUNDATION PLAN W THREADED ROD./ FOR ADDITIONAL INFO NUT SET IN ADHESIVE � � SIDE VIEW Q-BASE OF POST /GDUI\ CORNER COLUMN FRAMING \ / 3/4.-14. :xp�ressssed, written consent of MONTA CONSULTING & DESIGN, 0 (2) 2X BUILT-UP COL. 21, BLOCKING WI (2) 0.146S131M' NAILS Q EACH END - SIMPSON LSTA30 W/ - (22)0A48`.3'NAILS 2 (ALL CORNER i CONDITIONS STRAP AROUND TALLER STUD) (2) 2z TOP PLATE - ATTACH 2x TO - BUILT-UP VW (2) ROWS OF 0.148W NAILS STAGGERED Q 8' D.C. (2) 1, TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO STEP 0 BEARING FRAME WALL RIBBONS ARE NOT REQUIRED IF SOFFIT HAS BEEN DESIGNED TO SPAN THE OVERHANG DISTANCE, OR IF THE DESIGN PLANS SPECIFY ANOTHER METHOD OF SUPPORT. REFERTO MANUFACTURER'S SPECIFICATIONS & DESIGN PLANS. 3/4"=1'4)" 2x4 SYP%2 RIBBON. NAILED TO EACH VERTICAL BLOCKING WI (3) 0.131"X3" NAILS. 2.4 SYP t2 VERTICAL BLOCKING, NAILED TO TRUSS OVERHANG W/ (3) 0.131-X3' NAILS. WINDSPEED1136MPIt BLOCKING 0 EVERY OTHER TRUSS (48- O.C. RIBBONS REQUIRED IF 1LP ' ' """' OVERHANG EXCEEDS 24' pOVF TRUSS (24" O.C. MAX) CORNICE TRUSS BRG. & PER •`.-'`- CCLOAN^NECTIONS PER DESIGN PLANS I ? SOFFITS & OVERHANGS PER DESIGN PLANS. _ 4r2MAX 17 MAX FASTEN SOFFITTO CORNICE, EXTERIOR SOFFIT OVERHANG - WALL, AND RIBBONS LENGTH PER PLAN PER DESIGN PLANS OR MANUFACTURER'S WRITTEN SPECIFICATIONS. ice' 1 SOFFIT SUPPORT FOR OVERHANGS > 12" = �WM, RR & ASSOCIATES, LLC is strictly prohibited. �'kjjjlaIItjjj, U) J I- W NJ W Z rw V w P7 0 1? Z A 0 J H N 2 m OJ xa16 X)o 0 1"- KWO Fay mr� K OCCHECK: CC 1 w JOB No. STAR-17115 t SCALE: AS INDICATED jDATE: 08I2D23 <N SD2 O SC 4ST0 NGTN0 ROOF SHEATHING, FASTEN PER PLAN OSS O'V SOFFIT, ATTACHMENT, a REINFORCEMENT PER ARCHITECTURAL DESIGN PLANS. CORNICE PER 2x SCAB w10,148'x 3' ARCHITECTURAL NAILS a 4' O.C. DESIGN PLANS. PER{NG TRUSSES PER PLAN TRUSS CONNECTION PER PLAN a FRAME WALL PER PLAN SEE ELEV. FOR O.H. SIZE CONDITION @ FRAME WALL \www�7[�T_1�Y�7•r Zi��,y.7_��L�7 2x6 COLLAR TIE HALF WAY - UP HEIGHT OF VALLEY. FASTEN w/ (5) 0.148" x 3' NAILS @ EACH END (TYP.) 2.13 RAFTER TO 2.8 RIDGE BOARD W/A35 ON ONE SIDE OF RAFTER, ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. L WIDTH) PLATE THRU O.Se .g SHEATHING (THICKNESS PER PLAN) TO PRE-ENG TRUSS BELOW W/ 114kF1 fr SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x61a @ 24' O.C. MA ;FO FIELD FRAMED VALLEY DETAIL 2 PEN PUN (2) 2x TOP PLATE (2) 2. HEADER SEE PLAN FOR MORE INFO & CONNECTIONS VWNDOW SEE PLAN - FOR LOCATION 2x BLOCKING w/ (2) 0.148' 3-1/4'TOE-MAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE Zz BASE PLATE W/ 0.148" 3-1/4' @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING - SEE FLOOR FRAMING PLAN FQR MORE tNFO I SEE PLAN FOR FLOOR I SYSTEM DIRECTION l & MORE INFO FLOOR BEAM SEE P AN FOR CONNECTION IF TRUSSES ARE PERP. TO WALL INSTALL 2,4 BLOCKING WJ/ (2) 0.148" x 3-I W TOE -NAILS EA END AND (2) 0A48' x 3l/4' NAILS TO EA. STUD. 3/4'=l'-0' 12'=l,-T SHEATHE ROOF PRIOR TO OVER FRAMING. - 2X8 RIDGE BOARD - FASTEN CONV. 2z VALLEY RAFTER FRAMING (OR PRE{NG VALLEY TRUSSES) TO 2, PLATE WATH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 0.131' x 2-1? NAILS) @ EA. RAFTER TO PLATE CONN. 3/4' FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN. 1-15' THICK OSB RIM BOARD. ATTACH TO ------ EACH JOIST FLANGE W/ (1). 0.131" x 2-12' NAIL. 1 HGA10, CENTERED BETWEEN EA FLOOR JOIST, PRE ENGINEERED AND SPACED NO MORE THAN 21 O.C. SCREW W/1 ,\ TRUSSES W 24' O.C. (3)-1 W x 3"SDS SCREWS TO 2. PLATE -BLOCKING& `\ MAX. PER PLAN (4)-1 W x 1-1/7 SDS SCREWS TO RIM BOARD. SEE ARCHS FOR ROOF P ATE43LOCHM: WATERPROOFING AND MIN. 214 SYP#2 PLATE -BLOCKING INSTALLED TIGHT FINISH TRUSS ANCHOR (SEE BETWEEN EA, FLOOR JOIST, NAILED TO DOUBLE TOP PLAN) PLATE W/0.131'x 3'NAILS @6"O.C.&7 FROM EA. END. ROOF SHEATHING ATTACHED PER I NAILING SCHEDULE (JOIST PER PLAN. / (4)-0.131"x 3"TOE-NAILS EA IJOIST TO DOUBLE J Zx Y2 SPF STUDS W 16' 2. TOP PLATE. IJOISTS PER PLAN, BEARING ON O.C. w/ EXT. SHEATHING DOUBLE Dz TOP PLATE. FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER NAILING SCHEDULE � FLOOR -TO -FLOOR CONNECTION WF105D4. IF WALL SHEATHING ISN'T CONT. RED STRAPS ARE REDO FROM STUDS TO FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEASI GIRDER BELOW Ir FROM THE EXTERIOR STUD FACE.... IF TRUSSES ARE .,,,OTHERWASE, ADD FLOOR -BLOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED PARALLEL TO WALL, Zx4 Y2 SYP CONT W? 2 @ 24' O.C. MAX, W/ (2).0.131"x 7 TOE -NAILS ( I TO TOP & BOTTOM CHORDS EA. END. 314" FLOOR SHEATHING PER 0.748' x 3-D NAILS AT (6) 0.131' z 2-72' NAILS: FLOOR FLOOR FRAMING NOTES. EACH STUD ROOF SHEATHING SHEATHING TO EA. PIECE OF L --. I FLOOR -BLOCKING. \1 / ATTACHED PER L P , SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" FLOGRlIACIBIfk 141W O.S.B. RIM BOARD OR (JOIST FLOOR -BLOCKING SPACED W 24" O.C. MAX, MATCHING FLOOR DEPTH. NAIL FLOOR -BLOCKING TO TOP a BOTTOM CHORD xxx\ OF JOIST W/ (2)-0.131' x 3"TOE-NAILS. HGA10, CENTERED BETWEEN EA. PIECE OF FLOOR -BLOCKING, AND SPACED NO MORE THAN T11 24"0.C. SCREWW/(3)-IWX3"SDSSCREWSTO 2x PLATE -BLOCKING & H)-1/4" x 142" SDS SCREWS TO RIM BOARD. FLOOR JOIST OR PER PLAN. r (4)-0.131"X 3- TOE -NAILS F-A. PIECE OF FLOOR -BLOCKING TO DOUBLE 2x TOP PLATE. PLATEILOCIO•IO: MIN. 2x4 SYPi2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. NAILED TO DOUBLE TOP PLATE �W/ 0.131' x 3' NAILS W 6" O.C. & 2" FROM EA. END. FLOOR -TO -FLOOR CONNECTION 214 SYP 02 BLOCKING @ 48- O.C. MAX. W/ (3) 0.148'x3-114" TOE -NAILS ROOF SHEATHING PER @ EA END. REDUCE PLAN ATTACH PER SPACING TO 24' O.C. ® NAILING SCHEDULE WALLS CARRYING LOADS SUCH AS CABINETS OR HEAVY ' SHELVING SIMPSON DTC @ EACH ....::...::: ..' ,.; HORIZONTAL BLOCK LOCATION. ATTACH WJ/ (6)0.131 'z2-12' NAILS (MAX. r VERTICAL GAP ". BETWEEN 12' LONG "- BLOCK a TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING. 12' LONG W HORIZONTAL BLOCKING LOCATION FOR CUP ATTACHMENT, ATTACH TO WALL SINGLE TOP PLATE W / MIN. (4) 0.131'k 2-12" NAILS. SINGLE 2z TOP PLATE II E22 NON -BEARING WALL (PARALLEL TRUSS) D14 i2 SYP COW* WN (2) 0.148"x3-I W NAILS @ EACH STUD 2x4 STUDS @ Is- O.C. 12' GYP. BOARD SIMPSON HIDA @ EACH DIAGONAL BRACE CS18 EA. STUD ABOVE TO STUD BELOWVJ/ 1I" END LENGTHS a (18) 0.131-.2-107' NAILS 2. BOTTOM PLATE, ATTACH TO DOUBLE TOP PLATE W/ C. 1Mx 12'SDS SCREWS W 12' O.C., STAGGER ROWS 6" 2x BEARING WALL WITH ROOF LOAD REFER TO BEARING WALL SCHEDULE FOR STUD BASE CONNECTION & BOTTOM PLATE ANCHORS 7TRTF13, BRACING 0 2 STORY FRAME WALL 1'=1'4Y EXTERIOR WALL SHEATHING PER DETAIL WF101 SD4 2x BOTTOM PLATE PER PLAN. (2)-0.131" z 3' NAILS: 2z BOTTOM PLATE TO EACH JOIST (AT 24" O.C. MAX). 0.131' x 3' NAILS W 4' O.C. a 2' FROM ENDS AND SPLICES, 2x BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)-ROW60.131'x 2-1/7 NAILS W S'O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WJF70/SD4 FOR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING W rTHtN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. 0.131" z 3' NAILS: RIM BOARD TO Dx PLATE -BLOCKING @ 6' O.C. a 7 FROM EA. END. & EA SPLICE. DOUBLE Dx TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1 8): VvLT = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF 1 12'=1'-0' EXTERIOR WALL SHEATHING PER DETAIL WF10/ SD4 //- 2x BOTTOM PLATE PER PLAN. / (2y 0.131"X 3' NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 24' O.C. MAX). 0.131' X 3' NAILS @ 4" O.C. a 2" FROM ENDS AND SPLICES; Dx BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. - MIN. 1-tare" THICK OSS RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (1 ).0.131- X 2-1/2' NAIL TOP & BOTTOM. �xV, SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM I BOARD. (2)-ROWS 0.131"x 2-1/7 RAILS@TO.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WJF101 SD60R ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM \MAT CHIND SIZE AND SPECIES OF COLUMN ABOVE. ` 0.131"X 3" NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ S" O.C. & 7 FROM EA. END. & E.A. SPLICE. DOUBLE 21 TOP PLATE PER PLAN. §SEMBLYALLOWAILE CAPACITIES (LDF = 1.8):IT =150MPH, EXP. C X. IN -PLANE SHEAR:335 PLFX. UPLIFT: 648 PLF 1 12"=1'4T TRUSSES AT 24" O.C. TYP. NON -LOAD BEARING WALL PER SIMPSON DTC @ 48' PLAN. STUDS W 24" O.C. ATTACH W/ (6) O.C. MAX. STUD 0.131'x 2-10 NAILS SPACING TO BE (MAX. 1/4' VERTICAL REDUCED DOWN TO GAP BETWEEN 12' 16' O.C. MAX @ LONG BLOCK a TRUSE LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACINI SHELVING. TO 24" O.C. FOR WALLS CARRYING HOLD TOP OF LOADS SUCH AS NON-LOADBEARING CABINETS OR HEAVY WALL DOWN 1-1/I SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2z BLOCKING x 17 LOi CHORD. @ TRUSS LOCATION FOR CLIP ATTACHMEP W ALL O.C. ATTACH T[ WALL SINGLE TOP PLATE W / MIN. (4) 0.131712-1(7 NAILS. LEDGER CONNECTION PER BELOW, SLOPE CUT AS REQUIRED SEE PLAN FOR WALL TYPE AND SPECIFICATIONS SINGLE 2x TOP PLATE 2x4 BLOCKING VW(2) 0.162'z31/I' NAILS @ EA END. BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO Zx BLOCKINGM 0.13152-12" NAILS @ e' O.C. (5) 0.162N3-10 NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2z4 SYP i2 CONT. BRACE W/ (2) 0.162St3-1/7 NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2X4 SYP i2 DIAGONAL BRACE @ 48" O.C. MAX. 45' FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. ALL BROW FRAMING SHALL BE MIN. 2X4 SYP 02. OR P.T. IF IN CONTACT WITH MASONRY a SPACED NOT MORE THAN 24' O.1 ROOF SHEATHING AND NAILING PER PLAN MIN. 2X4 SUB FASCIA SLOPE CUT AS REQUIRED. FASCIA PER DESIGN FASTEN EACH ADDITIONAL INFORMATION MEMBER, EACH END, VW (3) 0.1NOT SHOWN THIS DETAIL 48"x3' TOE -NAILS MAX. 1'47 MIN.(5)0.148XJ" NAILS LEDGER TO WALLCONFECTION AT EACH INSTALLED LEDGER MEMBER CMU: MIN. (2)1/4" TAPCONS W/ 1-IW EMBEDMENT INTO CMU @ Is- O.C., 1- EDGE & 4" END DISTANCE FRAME: MIN. (2)1/4- SDS SCREWS YJ 1-12' EMBEDMENT W 16" O.C., V EDGE & P END DISTANCE. BUILDER TO PROVIDE SOU D BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS 62 BROW FRAMING DETAIL MAX. 1'-0" O.H. 1 12'=1'-0" 2. RAFTERS SEE - SCHEDULE FOR SIZE. SPACING & SPAN INFORMATION MIN. 2x8 SVP n FOR CONVENTIONAL FRAME USE SIMPSON LEDGER FOR LRU26Z WN (9) 0.148S13' NAILS OR FOR CONVENTIONAL PRE-ENGINEERRED TRUSS USE SIMPSON FRAME AND MIN 2x6 HGA10 USING (8}i14'x 1-12' SDS SCREWS SVP i2 FOR SHEATHING PER PLAN PRE-ENGINEERED TRUSS. ATTACH TO MIN. SYP n STUDS W/(2)1/4'z I ER RAFTERS OR 3/SYP 4-12' SIMPSON SDS i2 PRE{NGINEERED SCREWS @ 16' O.C. t2 ROOF TRUSSES W SEE MAX.; TO GABLE END 24' O.C. MAX P� STUDS W/(2) (5) 0A 48'x3' NAILS FOR 1M' x 312" SIMPSON CONY. FRAMED SDS SCREWS TYP. NON -LOAD BEARING WALL PER PLAN. STUDS @ 24' O.C. MAX STUD SPACING TO BE REDUCED DOWN TO 16- O.C. MAX. LOCATIONS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING. L 2z4 SYP i2 LEDGER. ATTACH TO STUDS OR HOLD TOP OF BEAM W/(2)1/4' x 4-12' SIMPSON SDS SCREW! NON LOAD BEARING @ 16" O.C. MAX; TO GABLE END STUDS W/ (2 WALL DOWN 1-12' 1 W x 3SIMPSON SDS SCREWS a 16" OS -ti .1? BELOW BOTTOM OF MAX.; TO MASONRY WC 2x4 P.T. SYP 92 LEDGW64 TRUSS BOTTOM CHORD. W/ 1W z 3-1 W TAPCONS W 12' O.C. �! ���� Do TYPICAL SHED ROOF DETAIL O-f 16_ PLYWOOD CRICKET �- 2' RAKE W/FLASHING DOWN TO ROOF BELOW a FACIA OVER TOP (2) LAYERS OF 1" THICK GYP. SHAFT LINER PANELS, UP TO UNDER SIDE OF SHEATHING NO SIDING UNDER FACIA IN THIS AREA, JUST EXPOSED FLASHING SO CRICKET DETAIL W"O' O" SIMPSON LSTAIS IF USED IN LIEU OF COLLAR TIE 2. COLLAR TIE (MATCH TO RAFTER SIZE) LOCATED IN UPPER 3RD OF ATTIC SPACE ATTACHED TO RAFTER W/ (4)0.131' x 3" NAILS. NOTE: SIMPSON LSTA18 CENTERED AT ROOF PEAK, WRAPPED OVER RAFTERS& FASTEN W/ (7) 0.148' x 2-1/7 NAILS TO EA. RAFTER CEILING JOIST LOCATED AT THE BOTTOM OF THE ATTIC SPACE. SEE SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION CONVENTIONAL DORMER RAFTERS 1"=l'-0" NOT USED (Ceiling Attched to Rafters) Live Load = 2Dpsf, Dead Load = 2W,, U8w= 240, Flexile Fniah (including Gvosum board) SYP#2 RAFTER SPANS SPACING (in.) 20 (fl-In.) 216 (ft4n.) 2x8 (ftn.) 200 (fttin.) 2,112 (ft4n.) 12 9-0 1 136 1 17-1 20-3 1 23-10 16 7.9 1 11-8 1" 176 206 19.2 7-1 106 136 16-0 7&/0 24 8< % 12-1 14-0 16-10 NOTES: 1) Span shall be measured along the Ilommntl proj-6- of the Win, 2) RaRer overhangs shall not exceed Ore lesser of W of Me raft, span or 2 feet CEILING JOIST SPANS SCHEDULE (Uninhabitable Ater V&Blout Storage) Live Load = IOpsf, Dead Load = Spat, US,L = 240, Ftxbw Finish li-dino G„esrxn bmrdl SYP#2 CEILING JOIST SPANS SPACING (in.) 2.4 (kin.) 2x6 (ftAn.) 2a8 (ft4n.) 200 (ftin.) 12 11-10 1" 24-7 20-6 16 10.9 16-11 21-7 25-7 19.2 10-2 15-7 1% 23-5 24 % 13-17 17-7 20-11 NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR '� CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. I ROOF SHEATHING a NAILING PER ROOF NOTES. ROOF TRUSSES PER PLAN. O I�\ U.N.O. ON FRAMING PLAN: (2)-6' O SIMPSON SDWC156W SCREWS EA TRUSS TO TOP PLATE. REFER TO Fwx- ---� DETAIL 55DWA:. FLO MIN. 7/7 GYPSUM WALLBOARD p �~ OVERHANG & CORNICE PER DESIGN CEILING PER - PLANS. F_CR7D2.3. 2. SYP#2 SUBFASCIA WO(3} 0.131"x rc CEILING IS NOT 3" END NAILS TO EA TRUSS (U.N.O.) rc DESIGNEDASA DIAPHRAGM. DOUBLE 2. TOP PLATE. REFER TO DETAIL 2 WF07/SD2. (3)-0.131" x 3'TOE OR END NAILS, p EA STUD TO TOP PLATE. a (1)- 6' SIMPSON SDWC156W SCREW r INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDVJC; EA, STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WF1W SD4 f 0 MIDMEIGHT Dx BLOCKING, MATCHING SIZE & i SPECIES OF STUDS. NAILED BETWEEN STUDS < i W/ 13} 0.131' x T TOE OR END RAILS. x 2z STUDS, SPECIES AND SPACING PER O FRAMING PLAN. SIZE PER DESIGN PLANS. O MIN, 12' GYPSUM WALLBOARD PER zO FBC-R702.3. m rc 3/4' FLOOR SHEATHING PER FLOOR g. FRAMING NOTES. ui (3)- 0.131" x 3" TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FLOOR TRUSSES OR JOISTS PER O at ' - FRAMING PLAN. `vx f REFER TO DETAILS WS20 AND Z T 1 DRAFTSTOPPING �\ WS2/ ON THIS SHEET FOR O FLOOR -TO -FLOOR CONNECTION WHERE - - INFORMATION:- U REQUIRED PER II O FBC-R 302.12 yyjj►aF PI. -_--eft Plx x DOUBLE a TOP PLATE. REFER TO DETAIL WF07/SD2.(3)- 0.131'x 3"TOE OR END NAILS, EA STUD TO TOP PLATE. i A MIN. 12" GYPSUM WALLBOARD CEILING PER X FBC-R302.13. EXCEPT WHERE 5/8"TYPE X p GYPSUM WALLBOARD IS REQUIRED PER FBC-R3026. CEILING IS NOT DESIGNED AS A DIAPHRAGM. w EXT. WALL SHEATHING PER DETAIL WF10/ SO4 00 f MID -HEIGHT 1, BLOCKING, MATCHING SIZE & i SPECIES OF STUDS. NAILED BETWEEN STUDS p W/(3H0.131' x 3"TOE OR END NAILS. a0 Q 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. r MIN. 10GYPSUM WALLBOARD PER O FBC-R702.3. (2)- a1? SIMPSON SDWC1545D SCREWS, INSTALLED PER DETAIL 10/ SDWC; EA. STUD TO BOTTOM PLATE. w (3)- 0.131'x 3' TOE OR END NAILS; EA STUD TO z2 BOTTOM PLATE. m 2x P.T. BOTTOM PLATE, o ATTACHED TO m - FOUNDATION PER DE TAIL W1F07A/ NOTES-----F� &CONNECTORLEGENDS O _ SHEET U.N.O. rc FOUNDATION PER PLAN. CAPACITIES (LDF =1.6): 192 PLF - ASSEMBLY ALLOWABLE MAX. IN -PLANE SHEAR: MAX. UPLIFT: 442 PLF z O TWO STORY EXTERIOR WALL-1 JOIST p JVSO TYPICAL r 1� SIRUCT: DP a CHECK: CC O w JDB N". STAR-17115 i BLAME: AS INDICATED w MTE: W2p23 6 O SD3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WINDOW JACK STUD COLUMN PER PLAN. MIN. (2)- Z1 SYPi2 STUDS EACH. (1)- 6- SIMPSON SDWC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL 13/SDWC) (TWO SCREWS TOTAL). HOLD CRIPPLE STUD BELOW SILL PLATE SHORT TO ALLCW PROPER INSTALLATION OF SDWF SCREW NAIL TO JACK STUDS W MIN. (4}0.131" x 3• NAILS. FLOOR SYSTEM PER PLAN SQUASH BLOCKING WTHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. VPTOP OF PLATE ER PLR DOUBLE 3 TOP PLATE PER PLAN. - MIN. (2} 2r SYPI2 STUDS MATCHING SIZE OF COLUMN ABOVE, CENTERED BELOW JACK STUD COLUMN. COLUMN TO HEADER CONNECTION ACROSS FLOOR 1'=V• v COLUMN, OR JACK & KING STUDS PER PLAN. MIN. (4)- 2)(STUDS. (2} 412-SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10/SDWC) 1" MAX. FLOOR SYSTEM PER PLAN. SO ASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLJW DOUBLE 2x TOP PLATE PER PLAN (1}6- SIMPSON SDWC SCREW INTO WIDE FACE (PER DETAIL I0/SDWC) OR NARROW FACE IPER DETAIL 13/SDWC). COLUMN PER PUN, ALIGNED WITH COLUMN ABOVE. MIN. (4)- 2r STUDS. COLUMN TO COLUMN CONNECTION ACROSS FLOOR 1"=1'-0" COLUMN, OR JACK & KING STUDS PER PLAN. (1}6 SIMPSON SDWC SCREW INTO NARROW MIN.(4}2x STUDS. FACE OF EACH STUD (SIMILAR TO DETAIL 13/SDWC)(TWO SCREWS TOTAL). FACE DETAIL OISDSDVVSCREWS INTO WOE FACE (PER DETAIL 10/DWC) M /i FLOOR SYSTEM PER PLAN. 1 SCREWS:ONEON / t\ OF COLUMN 11MLPW EACH MAX. 1' FROM EDGE ACH SIDE OF COLUMN 1 OF WASHER TO COLUMN, AND ONE CENTERED . A t BETWEEN COLUMNS. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER P AN DOUBLE 2x TOP PLATE PER PLAN. Lam\ (2)- IF SIMPSON SOWC SCREWS INTO NARROWHEADER FACE OF STUD COLUMNS (SIMILAR TO DETAIL PER PLAN L 13/SDWC)(4 SCREWS TOTAL. UPLIFT CONN, CAPACITIES: (2)SDWCISSDO: SDOF/COLN. SDVVF2724s: I416&/COLN. 1 41? SIMPSON SOWC SCREW INTO NARROW COLUMN, OR JACK & KING STUDS PER PLAN. (} MIN. (4)- b STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL IWSUWC) (TWO SCREWS TOTAL) (2)- 41/2 SIMPSON SDWC SCREWS INTO WIDE (2)-4V2 SIMPSON SOWC SCREWS INTO WIDE FACE (PER DETAIL IMOWC) FACE (PER DETAIL 10/SDWC) FLOOR SYSTEM PER PLAN. (2)- SIMPSON SDWF2724TUW SCREWS EACH 1/f SIDE OF COLUMN W/ MAX. 1' FROM EDGE OF WASHER TO COLUMN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE 2x TOP PLATE PER PLAN. -- UPSET HEADER 1 irr O.C. TYP. DOWNSET HEADER WINTOWIDEFACE (PER DETIAIL01d DWC)SDWCSOR CR NARROW AGE (PER MIN. (4). 2x SYPN2 CRIPPLE STUDS MATCHING DETAIL 13/SDWC). SIZE OF COLUMN ABOVE, CENTERED BELOW SIMPSON SOWC SCREW COLUMN. CRIPPLE LENGTH TO BE W MIN. x\ (1}8 INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO HEADER PER PLAN. \ \ DETAIL 13SDWC) (2 SCREWS TOTAL). UPUPT CONN CAPACTIES: (4)SDWCIse.: Is" COLUMN TO HEADER CONNECTION ACROSS FLOOR (6)SD IS450I" OWF2724: 2&T2I 1'=1'Sf 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN. 15W EXPOSURE 1 OR 7/16" STRUCTURAL 1 & EXPOSURE 1 RATED SHEATHING EXTERIOR WALL SHEATHING CAN BE INSTALLED EITHER VERTICALLY OR O HORIZONTALLY. REFER TO CLADDING MANUFACTURERS WRITTEN a a SPECIFICATIONS AND/OR CODE REGULATIONS FOR MINIMUM REQUIREMENTS, m rc MS 2. 15' MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END cE U JOINTS. 15' H MAINTAINED AN IF MAX GAP SHALL BE D VERIFIED. ION:1? WOOD GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1-1MB' THICK WOOD STRUCTURAL PANEL O.S.B. RIM BOARD. M 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE 0 OVERDRIVEN, THE ENTIRE SHEATHING PANEL SHALL BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE FASTENERS AROUND THE PERIMETER OF SHEATHING ARE OVERDRIVEN, CONTACT THE E.O.R. FOR ADDITIONAL _ REVIEW AND EVALUATION. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR-I.IC TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTIONS RE C REQUIRED WHEN SPECIFIED ON FRAMING PLAN(S)RD/OR FRAMING DETAILS. DOUBLE TOP f EXTERIOR WALL SHEATHING SHALL EXTEND U\ PLATE PER PN T� E TOP OF THE DOUBLE TOP PLATE. NAIL EXT. WALLSHEATHINGLA DOUBLETOP PLATE W/ (2} ROWS 0.131-x24rr .C. NAILS Q 3. O.C. STAGGERED I-1rr 3/4" 314" / 1-12' STAGGER 1, EXTERIOR WALL SHEATHING / e 1 TYP. NAILING AT DOUBLE TOP PLATE I-1rr=r r (1)-41/2' SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (TWO SCREWS TOTAL) (2)-412' SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL IMDWC) (2)- SIMPSON SDW/FZ724TUW SCREWS EACH SIDE OF COLUMN W/ MAX. 1" FROM EDGE OF WASHER TO COLUMN. (4)-T SIMPSON BMW SCREWS INTO INTERIOR FACE OF HEADER (SIMILAR TO DETAIL INSOWC), SPACED AT 1-12 O.C.&CENTERED UNDER COLUMN ABOVE. (1)- 41? SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (TWO SCREWS TOTAL) (2). 412" SIMPSON SOWC SCREWS INTO WIDE FACE (PER DETAIL IO/SDWIC) (2). SIMPSON SDWF2724TUW SCREWS EACH S1DE OF COLUMN W/ MAX. 1' FROM EDGE OF WASHER TO COLUMN. (4)-8' SIMPSON SDWC SCREWS INTO NARROW FACE OF CRIPPLE STUDS AT TOP & BOTTOM (SIMILAR TO DETAIL IWSOWC). CAPACITES: 18LXIY IWO# SEE PLAN FOR MC INFORMATION SEE FLOOR FRAM PLAN FOR FLOOR SYSTEM INFO. SIMPSON MSTG40 FLOOR STUDS TO FLOOR STUDS WI1 0.148'X 3-1/4" SINK (2) 2x TOP PLATE 2x 1ST FLOOR ST SEE PLAN FOR M, INFORMATION FOUNDATION PEF PLAN SIMSPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148"X 3-1/4' SINKERS ATTACH 2x STUDS W/ (3) 2. STUDS (2) 0.162"X 3-12' NAILS Q a- O.C. CALIFOIWIA CORNER B-B SIMSPON MSTC402ND FLOOR STUDS TO 1ST 2 FLOOR STUDS WITH (32) 0.148'X 3-1/4' SINKERS (3) 2'BUILT UP a COLUMN ATTACH PER NAILING SCHEDULE ATTACH 2x STUDS W -� (2) 0.162X 3-12' NAILS (4) 2x STUDS fi' O.C. 8T6NORD CORNER B-B ALTERNATIVE STRAP: (2)- CS20 COIL STRAPS COLUMN TO (4) 2. STUDS COLUMN W MIN. 8' END LENGTHS & Q (14} 0.131' z 2-12' NAILS EACH END. PROVIDE SOLID BLOCKING WITHIN y D FLOOR SYSTEM. o HTT4 W/ 51W ALL m ATTACH 2. TO THREAD ROD, 7' MIN. STUDS W/ (2) ROWS EMBED. W SIMPSON OF 0.162'X 3-12' SET EPDXY OR EQ. O NAILS @ 6 O.C. CALWORNIA CORNER AA ATTACH COLUMN W (I s)0.148"X2-12'NAILS i O HTT4 W SW ALL THREAD ROD, 7' MIN. O (3) 1, BUILT UP STUD EMBED. W SIMPSON SET EPDXY OR EQ. O COLUMN ATTACH PER ATTACH COLUMN W a WFOBISD2 (I a) 0.148" X 2-12' NAILS ATTACH 2x TO BUILT UP STUD COLUMN W 0 (2) ROWS OF 0162X 3-10 NAILS 0 6" O.C. STANDARD CORNER A -A N 0 Zo Q yS 2-STORY CORNER FRAMING ATTACHMENT -FRAME w �- 'a NAIL WALL SHEATHING ;-' 3/B' NAIL EXT WALL SHEATHING PER PLR o 36 / / SHEATHINGAT VERTICAL ATTACH PER NAILING PANELS TO RIM BOARD ; i / , / \ 2x STUDS ,SEE •-r-+`-+->j PANEL JOINTS EDGE FRAMING PLAN FOR SCHEDULE m i W/ (2} ROWS 0.131' X / NAIL SHATHING ` NOTE: 2-10 NAILS 0 3" O.C. / / , TO EACH / \ NAILING") W 0 731' z SPACING AND GRADE 2x BOTTOM PLATE W/ O WHEN 3OR MORE WINDOWS RE IN A ROW ONLY JAMB STUDS BETWEEN STAGGERED I-12". // i q INTERMEDIATE '// O.� 2-12'NAILS 0 W O.C. AND SEE ARCH PLAN (1)SIMPSON SDWC ( a /A MAINTAIN MIN. W4" FROM MAINTAIN 3/8'TO EDGE 15600 SCREW @TO.C. WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND 0 / O STUD CIN THE TO VERIFY SIZE BOTTOM AND EACH SIDE OF OPENING W/ (2)) A34 CLIPS TO TRANSFER EDGE OF PANEL. ' / -4 FIELD") W 0.131 '/U \ OF PANEL. STAGGER & 8' FROM ENDS AND LATERALLOADS \ NAILING ON EACH SIDE 3/4' FLOOR SHEATHING 2-1?NAILS ',O \..i SPLICES. SCREW TO BE --'41? OF PANEL JOINT. ATTACHED PER FLOOR INSTALLED TO CENTER SOLID SHEATHING --? 8'O.0 AT 12 'tP SIMPSON LSTA24 / NAILING NOTES OF RIM BOARD BELOW HEADER O C. STRAP WI (22)0.148' X /i SHEATHING SPLICE AT THE ? 1. MAINTAIN 1T ELP - 3' NAILS. BEND STRR SIMPSON SP4 W/ (fi) O :OA REIGHT OF RIM I - BETWEEN PANELS w OVER TOP PLATE MAX. '2Y( 0.148' xt-12' 24' O.C. BOARD. MAINTAIN 72' GAP �: RIM BOARD BLOCKING 1-10 BETWEEN PANELS. "I 0 2C O.C. MAX '4 F THEN RUN DOWN (USE SPfi 0 STUDS) STUDS O MIN. Z. STUD CENTERED FACE OF JAMB 8 SPe 2z8 SNDS) a ON VERTICAL PANEL ATTACH TO DOUBLE EXTERIOR WALL -/ / \ \ TOP PLATE USING (1) STUDSMEADER. JOINT. / - ' / \ \ t } ONLY REQ'D IF WALL SHEATHING SIMPSON A34 (2) 2z SPF TOP PLATE O EXTERIOR WALL RIM BOARD PER TRUSS SHEATHING CANT BE U.N.O. ON PLR 0 SHEATHING IJOIST 24" O.G. MANUFACTURER. INSTALLED AS gTrACH TO EACH JOIST INDICATED) HEADER -SEE 2ND TYP. PANEL SPLICE AT WSP RIM BOARD TYP. VERTICAL EDGE & FIELD NAILING (MAX) FLOOR PLAN FOR MIN. U FLANGE W (1) 0.131'z EXTERIOR SHEATHING HEADER SIZE 8 REDO D ATTACH RIM BOARD TO BEAR / 1-t2'=1'47' 1-12'=1'V 2-12' NAIL FROM TOP OF WALL JAMBSTUDS BELOW USING (1) SIMPSON r A35 @ 16' O.C. MAX & 6' FROM N) LS 0.131C WAL" TO BOTTOM OF FLOOR ENDS 8 SPLICES NAILS ®3' O.C. WALL SYSTEM (RIBBON / t SHEATHING TO BEAM) ATTACHED PER `r •- • -` BEAM OR FLOOR RIMBOARD 2 ROWS 0131" 2NAILING SCHEDULE IF _ NOTE: REFER TO IF HEADER IS UPSET GIRDER PER PLR 2" SHEATHING CAN NOT 1 O JOIST MAIN SPECS () x -I NAIL EXT. WALL SHEATHING TO HEADER W 0.131'x 2-1r NAILS @WO.C. TOP &BOTTOM MAINTAINING W/ EDGE DISTANCE. AT EA. END OF HEADER, NAIL SHEATHING TO HEADER W/ (6)- 0.131"x 2-12" NAILS. NAIL EXT. WALL SHEATHING TO TOP SILL PLAT W 0.131' x 2-irr NAILS 0 S' O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS V 0.131'r 24t2' NAILS ® TOP & BOTTOM, & THEN S"O.c. EXTERIOR WALL �. / " / r SHEATHING ,-,�- NAILEXT.WALLSHEATHING TO SILL PLATE W 0.131'x2-12'NAILS @B'O.C. NAIL EXT. WALL SHEATHING TO CRIPPLE -Om FRAMING W/0.NTO.C.ATPANELEDG & O / Q BOTTOM, & ")HEN 6' O.C. AT PANEL EDGES & 17 '. r - O.C. IN THE FIELD. AT VERTICAL PANEL JOINTS, / / % REFER TO DETAIL (D). 2r BOTTOM /- NAIL EXT. WALL PLATE 3'O.C. PER PLAN • � � • \- d. i • /. SHEATHING T02x _. _......-_ _. FOUNDATION PER PLAN. 0.131'X2-72'NAI- .... WE L9 BETEN SHATHING ///\��\" Q 3' O C. MAINTAIN AND FOUNDATION OR , , , \ \ \ W4" TO PANEL EDGE. MASONRY. TYP. EXTERIOR SHEATHING DETAIL (2-STORY) TYP. NAILING AT BOTTOM PLATE TYP. SHEATHING & NAILING AT OPENINGS (::�1l2'=r-0" 1-12'=r-0" 1-12'=r47 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the FOR BLOCKING NAILS 0 T O.C. WALL BE INSTALLED AS AND WINDOW IS LOVVER:(1)2z SILL REQUIREMENTS SHEATHING TO INDICATED, PLATE W/(2) 0.148"z3' O BOTTOM OF BEAM CONTRACTOR TO ) TOE AILS. EXT. U � INSTALL LSTA21 & HEADER OF PARALLEL TRUSS TO DROPPED BEAM LSTA30 AS SHOWN LESS THAN 4FTNG Z, Z 3/4"=1'4T SILL PLATE W (2) w (2) 2x SILL AT WINDOW 0.148" z 3" TOE -NAILS. � W/ 2x CRIPPLE STUDS AT A. END NAILED TO OPENING LARGER THAN 4FT: (2) 2K SILL f STUD PACK W 0.148Y PLATE WIA35 CLIPS 2 3" NAILS @ a" O.C. EACH SIDE W/2z THEN STUDS 016- O.C. ATTACH SELL W? CRIPPLES Q 16' O.G. W/(2)8' 0.14x3' (2) O.148" x 3' TOE -NAILS AT A. END TOENAILS Ts 2 (PLYWOOD SHEATHING OF SILL (MAX OPENO REQ'D T&B) WIDTH 4'4T). USE A35 CLIP AT EX END FOR -, - OPENINGSGRATER ` F THAN 4' BUT LESS THAN 6 SIMPSON LSTA30 0 STRAP CENTERED BETWEEN COLUMN& m GIRDER/BEAM BELOW W/(22)0.14B'X 3- SEE FRAMING PLR O NAILS. (ONLY REQ'D IF FOR FLOOR WALL SHEATHING CONNECTION CRT BE INSTALLED AS INDICATED) O FLOOR GRIDER OR SEAM s 2 NOT USED HEADER CONNECTION @ 2nd b FLOOR HIGH BM � w 3/4-=l--(rit expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ,1►111111 to 4C M of� Z L: Q N J H E I MIDO xaz -s0 F 1.1'- 0 - LU a1U0 a WZ� • I31RULT: OP OC CI&CK: CC Q w J06 No. STAR-17115 Z SCALE: AS INDICATED DATE: 08`2023 o S D4 ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON SDWF2724 (0.27 x 24") SCREW @ 24' O.C. MAX, MAINTAINING B" FROM ENDS AND SPLICES 2x4 SYPFZ RIM -BLOCKING BEHIND RIM BOARD. NAIL TO RIM BOARD W/ (2K.131"x 3" NAILS @ r O.C. FLOOR -BLOCKING SWILL EXTEND INTO FLOOR SYSTEM AT LEAST IT FRGM THE EXTERIOR STUD FACE.... ....OTHERWISE, ADD FLOORELOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED @ 24" O.C. MAX, W/ (2} 0.131"x 3' TOE4IAILS TO TOP & BOTTOM CHORDS EA. END. MIN. 1'd' 314" FLOOR SHEATHING (6)-0.131x 2-12' NAILS: FLOOR PER FLOOR FRAMING SHEATHING TO EA. PIECE OF TOTES. FLOOR -BLOCKING. , FLAOR8LOCKNO, 1-i/e' O.S.B. RIM BOARD OR (JOIST FLOOR -BLOCKING SPACED .0 24'O. MAX, N _I MATCHING FLOOR DEPTH. NAIL FLOOR -BLOCKING TO TOP 8 BOTTOM CHORD OF JOIST W/(2}0.131'z3'TOE4Y11LS. FLOOR JOIST OR PER PLAN. — (4).0.131-X 3-TOE-NAILS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 2x TOP PLATE. M.ATE41RACIUM@ MIN. (2)-2x4 SYPi2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP PLATE W/ 6' SIMPSON SOS SCREWS @ C O.C. & 7 FROM EA, END. FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) 1 12'=1'V EXTERIOR WALL SHEATHING PER DETAIL WFIW SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE LLO. OF NAILING INDICATED ON DETAIL WF10 2x BOTTOM PLATE PER PLAN (2).0.131" X 3' NAILS; N BOTTOM PLATE TO EACH JOIST (AT 24' O.C. MAX). (2)-0.131' x 3" NAILS @ 3" O.C. & 2" FROM ENDS AND SPLICES; 2z BOTTOM PLATE TO RIM BOARDIRIM BOARD BLOCKING. CENTER NAILS ON RIM BOARD/RIM BOARD BLOCKING. MIN. LAW THICKOSB RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (1} 0.131- X 2-12' NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. M. ROWS 0.131' x 2-112' NAILS @ Y O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WFI01 SD4OR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURERS WRITTEN SPECIFICATIONS, INSTALLSQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. (2)•0.131'.x 3" NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 3' O.C. & 2" FROM EA. END. & EA. SPLICE. DOUBLE 2i TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6): VOLT = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR), 1080 PLF (1 ST FLOOR) MAX. UPLIFT: 425 PLF NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN. 10 GYPSUM WALLBOARD CEILING PER FBC-R7023. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)-T SIMPSON SDWC15600 SCREW. INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. MIN. 12 GYPSUM WALLBOARD PER FBC-R702.3. (2)-4-12' SIMPSON SDW/C15450 SCREWS, — INSTALLED PER DETAIL 10/SDWC; EA STUD TO BOTTOM PLAT 3/4" FLOOR SHEATHING PER FLOOR --� FRAMING NOTES. MIN. 12" GYPSUM WALLBOARD CEILING PER FBC-R302.13. EXCEPT WHERE SM" TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBC-R302.6. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (I)- C SIMPSON SDW C1560D SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA STUD TO TOP PLATE INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN 2. P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET U.N.O.ANCHOR BOLTS SHALL BE INSTAL AT 17 O.C. MAX. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.61 MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR) 1090 PLF (1ST FLOOR) MAX. UPLIFT: 442 PLF *1* HIGH SHEAR TWO STORY EXTERIOR WALL ROOF SHEATHING & NAILING PER ROOF NOTES. /— 2x SYPi2 VERTICAL BLOCKING BETWEEN EA. TRUSS. / (1)-8' SIMPSON SDWC SCR�ETWw (TWO FROM TOP PLATE TO BLOCKING ON EA END (TWO SCREWS PER EACH PIECE OF BLOCKING). NAIL ROOF SHEATHING TO BLOCKING WITH RSRS-M (DA 13'x2S5') RING SHANK NAILS @ 4' O.C. MAX. U.NO.ON FRAMING PLAN: (2)- W 6 4SON SDWC15600 SCREWS EA TRUSS TO TOP PLATE. REFER TO DETAIL 5/SDWC. FLOOR PLATE PLAN OVERHANG & CORNICE PER DESIGN PLANS. 2x SYP02 SUBFASCIA W6 (3)- 0.131" x 3" END NAILS TO EA TRUSS (U.N.O.) DOUBLE 2z TOP PLATE. REFER TO DETAIL WF07/SD2. (3)-0.131' z 3" TOE OR END NAILS, EA. STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WF10/ SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O.OF NAILING INDICATED ON DETAIL WF10 MID.HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131' x 3" TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PUN. SIZE PER DESIGN PLANS. IS)-0.131" z 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. `1r REFER TO DETAILS VJS107 (FOR (JOIST) OR WS125 (FOR FLOOR TRUSS) ON THIS SHEET FOR FLOOR -TO -FLOOR CONNECTION qFBC-R12 INFORMATION. LOORPLAN PLATE �(2 PLAN ' DOUBLE 2. TOP PLATE. REFER TO DETAIL W/F07/SD2. (3} 0.131' x 3" TOE OR END NAILS, EA. STUD TO TOP PLATE. 3/4"=1'4T EXT. WALL SHEATHING PER DETAIL WF1O/ SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3).0.131" z 3" TOE OR END NAILS. 2. STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4-12' SIMPSON SDWC1545D SCREWS, INSTALLED PER DETAIL 10/ SDWC; EA. STUD TO BOTTOM PLATE. (3}0.131-x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FOUNDATION PER PLAN. ELEVATION i I A. Q e 8 W w8' i O ♦) c O 40 810 9R TH S sTRULT: DP >� QC p m OC 0 w JOB No. STAR-17115 N 2 SCALE: AS INDICATED w LWTE: W2Q23 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WHIR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTACONSULTING & DESIGN, OF WHIR & ASSOCIATES, LLC is strictly prohibited. SD5 4'-T+ HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING NO PE E TMTKNS) 1/r GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY WW.V344IS USED), SEE DESIGN KA NS. trl GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. sit' THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES RREOOF FER TO PLANBEARING HOT. S -- FIRE BLOCKING EACH SIDE OF PARTY WALLAS REOUARED 12 GYPSUM WALLBOARD PER L0731PW1. U336) 3%% W471PM. ORV344PW5 EACH SIDE OF PARTY WALL FASTENED LOSING MIN. Sd (0.086' x 14 V LONG, IS/64• HEAD) COOLER NALS OR N. 6 TYPE W DRYWALL SCREWS (MIN. 1-IW LONG). ALL FASTENERS SHALL BE INSTALLED ® MAX r O.C. ® ALL SUPPORTED EDGES & 17O.C. N FIELD (3}0.131-X T TOE OR END WAS, FAUD ST TO BOTTOM PLATE, EA, SIDE OF PARTY WALL (1} r SIMPSON SDWCISWD SCREW, EACH STUD TO BOTTOM PLATE PER IIBDWC, (EACH SIDE OF PARTY WALL} MIN 2.4 SYP 02 BOTTOMBOAPLATE ATTACH TO IM - CENTER OF RRD BELOW USN, (1) SIMPSON SDWC1SSW (0.152 x r) SCREW ® 2P O.C. MAX MAINTAIN r FROM SNOB &SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (027 x 247 SCREW • 32n O.C. MAX MAINTAIN r FROM ENDS AND SPLICES FIRE BLOCKING EA SIDE OF PARTY WALLAS REQUIRED ATTACH RNA BOARD TO WAIL DOUBLE TOP PLATE, - EACH SIDE OF PARTY WALL, USING (1) SIMPSON SDWC16000 SCREW @ 2V O.C. MAX& r FROM ENDS & SPLICES. SCREW TO BE NSTALLED NTO THE CENTER OF THE RIM BOARD. MN. 33/r / PENETRATION TO RN BOARD. (1} r SNPSON SDWC15M SCREW, EACH STUD TO TOP PLATE PER 11/SDWC, (EACH SIDE OF PARTY WALL). 1/r GYPSUM WALLBOARD PER 1.13736'W1, US36IPWI U3470PW4 OR VS441PW6 EACH SIDE OF PARTY WALL FASTENED LOSING MN. Ltd (0.08C x I-W LONG, 190 HEA D) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS PAN. i-1M' LONG} ALL FASTENERS SHALL BE INSTALLED ® MAX r O.C. ® ALL SUPPORTED EDGES & tr O.C. IN FIELD MN. 2x4 SYP 92 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUDATION LOSING ANCHOR BOLTS DEFINED N DETAL WF07AON NOTES& CONNECTOR LEGEND SHEET. ANCHOR SOTS MAY BE SPACED AT 311'O.C. MAX & WITHIN r OF EACH END OF WALL a EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES, .UPLIFT =270 PLF -IN PLANE SHEAR- 250 PUF TYPICAL PARTY WALL SECTION I �(-PARTY WALL W-23W+ HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCI56W (0.162 x r) SCREW ® 41r OC & r FROM ENDS (EACH SIDE OF PARTY WALL) �- DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2 FOR SPLCE& ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SOMCI58W (0.152 x r) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW1, U33871NZ L1347MM. OR V344IPM MN. 2.4 SYP I2 STUDS o Ir O.C. VW 11011104HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL ATTACH PER NAILING SCHEDULE DOUBLE TOP PLATE EACH SIDE OF PART/ WALL. SEE WPRIM FOR SPLICE& ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U3731PM. U336)PWQ, U347HPW4, OR V344RN5 MN.20 SYPA2 STUDS @,r O.C. W/ MID4IEGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC154W (0.152 x 44M SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB MID FOUNDATION INFORMATION IL PARTY WALL V-V+ HALF PARTY WALL WIDTH �'-23W+ HALF PARTY WALL WIDTH FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING TREATED ROOF SHEATHING (NO PENETRATIONS) I (NO PENETRATIONS) _ IW GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (E ASSEMBLY SKIN V344 IS USED), SEE DESIGN PLANS. Ilr GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3-1/2' THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REOUIRED IN' GYPSUM WALLBOARD PER U3791PM, U9&0PWZ U347PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MN. 5d PMr x I-W LONG, ISAW HEAD) COOLER NALS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-IW LONG), ALL FASTENERS SHALL BE INSTALLED 6 MAX4' O.C. ® ALL SUPPORT® EDGES & 12'O.C. IN FIELD ATTACH EACH STUD TO BOTTOM PLATE USIW (1) SIMPSON SDVIC154SO (0.162 x 4-1/r) SCREY CONNECT2FD FLOOR WALL & PLATE TO /ST FLOOR DOUBLE TOP PLATE MB (2),M x41? S SCREWS ® Ir O.C. AND r FR END OF WALLS. ALL SPLICES T BE STAGGERED MN.4r 1?GYPSUM WALLBOARD PER USM~, U3391PW2 U347I1-WM, OR V3"VM EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (OAST x 14Mr LONG, ISM HEAD) COOLER NAILS OR No.6TYPE W DRYWALL SCREWS (MIN. 14W LONG} ALL FASTENERS SHALL BE INSTALLED O MAX4' O.C. ® ALL SUPPORTED EDGES & 1r O.C. INFIELD MN.2M SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF —� PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINER) N DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT Sr O.C. MAX & WITHIN r OF EACH END OF WAIL a EACH BOTTOM PLATE SPLICE CONFECTION CAPACRES: -UPLIFT . ZD PLF -N PLANE SHEAR - 260 PLF TYPICAL PARTY WALL SECTION SDWC15600 (0.162 z 6') SCREW ® 4r OC & r FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE W F17h SD2FOR SPLICE AND ATTACHMENT UFO ATTACH EACH STIR TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15800 (0.152 x r) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER 118731PYY1, U335OPWZ U347)PW4, OR V344 PW5 INSTALLED TIGHT TO ROOF SHEATHING. MN. 2A SYP 02 STUDS ® Ir O.C. W/MID-HEOHT WALL ATTACH EACH STUD TO BOTTOM PLATE 1131F10 (1) SI.PSON SXVC15/SO (0.152 x 4-lr') SCREW CONFECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE MN (2)1W x4-,? SIDS SCREWS a 12' O.C. AND Or FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MN.4r DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/SD2 FOR SPLICE a ATTACHMENT NFO ATTACH EACH STD TO DOUBLE TOP PLATE USING (II SIMPSON SDWC15OW (0.152 x r) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER W73IPM. L036NIWZ U3471PW4. OR V344MM MIN. 2.A SYP A2 STUDS a 12- O.C. W/ MIDJEKHHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC13460 (0.152 x 4-11AM SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION NFORMADON 4.0' a HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHIHo (O PENETRATIONS) STUDDED COMMON TRUSSES Ur GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY 8XW.V344 IS USED), SEE DESIGN PLANS. 12' GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. 3-Ur THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STD CAVITIES Ur GYPSUM WALLBOARD PER U37M-M, U3381PW2, U3471PW4, OR V341PW5 EACH SIDE OF PARTY WALL FASTENED USING MN. Sd (DAW x 11-W LONG, 1S1SV HEAD) COOLER NABS OR N. S TYPE W DRYWALL SCREWS (MIN. 1-IRA LONG} ALL FASTENERS SWILL BE INSTALLED 9 MAX C O.C. (i!? ALL SUPPORTED EDGES a 1r O.C. N FIELD MIN. 24 SYP 62 STUDS 0 IW O.C. W/ M1D4IEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL (1y r SNPSM SDWCISM SCREW. EACH STUD To BOTTOM PLATE PER 1,BDWC, (EACH SIDE OF PARTY WALL} 2. BOTTOM PLATE. FASTEN TO FLOOR SYSTEM W/ (1) SIAPSON r SDWC SCREW (SDWCI5SW) ® 2r O.C. a C FROM ENDS & SPLICES. AT PERPENDICULAR FLOOR CENTER SCREW N RIM BOARD. AT PARALLEL FLOOR SCREW INTO BEAMRWUSS. STAGGERING IN BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW USING (1) SIMPSON SDWF2724 (027 x 24*) SCREW @ 32.O.C. MAX MAINTAIN r FROM ENDS AND SPLICES FIRE BLOCKING EA SIDE OF PARTY WALLAS REQUIRED ATTACH RBA BOARD TO WALL DOUBLE TOP - PLATELEM(1)SIMPSON SOWC1SS00 SCREWS 2r O.C. MAX & r FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RBA BOARD. MIL 3314• PENETRILTION TO RIM BOARD. (1} r SIMPSON SOWC15800 SCREW, EACH -/ STUD TO TOP PLATE PER 11ISDWC. (EACH SIDE OF PARTY WALL} MIL 2" BYP 42 SUDS 41r O.C. W/ MD HEIGHT WALL BLOCKING IM GYPSUM WALLBOARD PER U3791PW1, U3%NI!! U3471PW4. OR V344PM/5 EACH SIDE OF PARTY WALL FASTENED USING MN. Sd (110116' x 14 V LONG, 16R4 HEAD) COOLER NAILS OR No.0 TYPE W DRYWALL SCREWS (FAN. 149- LONG} ALL FASTENERS SHALL BE INSTALLED O MAX 4-D.C. ® ALL SUPPORTED EDGES a tr O.C. N FELD MN. 20 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL. WF07A ON NOTES a CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX a WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT -=PLF -N PLANE SHEAR- 250 PLF TYPICAL PARTY WALL SECTION 4',2 3W+HALF PARTY WALL WIDTH IL PARTY WALL FIRE RETARDANT TREE MR ONS) ING ATTACH TRUSS TO DOUBLE TOP PLATE USNO (1) $WPSON SDWC15M (0.162 x In SCREW 04r OC & r FROM ENDS (EACH SIDE OF PARTY WALL) FIRE BLOCKING EACH SIDE OF PARTY WALLAS REWIIRED DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE W F07/SO2 FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STD TO DOUBLE TOP PLATE USING (1) SIMPSON SDYY INW(0.152x r) SCREW (EACH SIDE OF PART' WALL) FIRE RATED WALL SYSTEM PER US731PW7, U3361PWZ 1.0347MV4, OR V344MM INSTALLED TIGHT TO ROOF SHEATHING, MIN. 2.4 SYP 42 STUDS 01r O.C. W/MfT WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON ODWC164M (0.152 x 41M SCREW CONNECT DO FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) Ur x 4-Vr SDS SCREWS Q 1r O.C. AND r FROM END OF WALLS.ALL SPLCES TO BE STAGGERED MN. 48" DOABLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2 FOR SPLICE& ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE 70P PLATE USING (1) SIMPSON SDWC1SWD (0.152 x r) SCREW (EACH SIDE OF PARTY WAIL) FIRE RATED WALL SYSTEM PER U3TIIPW7. UO3&PMQ, L1347IPW40RV344MM MIN. 2x4 SYP I2 STUDS C 12- O.C. W/MIWEKHHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-11r) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCEDE SLAB AND FOUNDATION INFORMATION 46 iiiillM►A�j�AAA iR 1'I � M Z N Gy J IM O S < Z F-a3 F 0 LU MWZ O Fa}N} W rD rr F � OC CHECK: CC O w JOB No. STAR-1 ]115 2 SGV.E: AS INDICATED w DALE: DH2U2i SD6 Z- W- J 1lri1'4Y 1/211'-0• ,7rx,'47 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WHIR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) SIMPSON HTT4 W/(1)SIV — T/EADED ROD, T MIN. EMBEDMENT W/SIMPSON SET-UP EPDXY OR EC ATTACH TO COLUMN WIT16r x 2-1/r WALL SHEATHING SHALL BE NAILSINSTALLED AS A CONTINUOUS SHEET FROM DOOR OPENING TO 2x SEPARARAME BURRING CORNER W/NALINO PER WALLTOPOM WF104 RATES SHIN COMNUOT END OF SLAB A0.MCENT WALL DOOROPENING TO E D OFIM8t9ECTNG 2 FRAME WALL SHALL BE SCREWED TO MN. (3) PLY BUILTUPCOLUMN WTITIN W FRAMSEPARATION FRAME WALL W/ (2)1M SIPSON BIOS SCREWS INSTALLED C FROM TOP & BOTTOM. I-IW EDGE DISTANCE, FINE RATE mHERWISE SPACED S,r D.C. 1ASSEMBLYW*4 STAGGERED 6' MAX.1M47PW4,M-1 ED TIOHTTOROOF SHEATHING, SECTION A -A W-V. HALF PAR7Y WALLWIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) 00 • HALF PARTY WALL WIDTH FIRE RETARDANT PARTY WALL TREATED ROOF SHEATHING ROOF SHEATHING AND (NO PENETRATIONS) FASTENING PER NAILING I SCHEDULE ,2' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FINE RATED WALL ATTACH SHEATHING TO FRAME WALL DOUBLE TOP RATE WII SRS-01 NAILS fl SPACING PFR SYSTEM (IF ASSBABLY BMN.VS4413 A A SHIMLE ROOF TABLE ON St. RM SHNL USED} SEE DESIGN PLANS. VT GYPSUM MATCHING PITCH OF ROOF TO FILL GAP BETWEEN WALLBOARD MAY BE SBSTITLTI ED W/ TOP PLATE & SEATNNG F REWIRED MIN. 3-1/r THICK GLASS FIBER OR F YYATERPROOFNG. AND FLASHING BY MINERAL WOOL INSULATION R/OMERS, NOT M/CD COMPLETELY FILL THE STUD CAVITIES TUD OR EACH BUILT UP COLUMN STUD EACH WALL —PLAT! HGAjO 4r O.C& r FROM EA END OF TRUSS MAY USE SIMPSON SDWC SCREvl18 FASTENED TO DOUBLE TOP PLATE W/(1)SAPSON SDWC 15WO r SCREW 0 r O.C. &P FROM ENDS PER 2ASDWC OUB /sD2FOR ROOF SEARING HOT. &TIN INFO. � REFER TOTO PLMIB �II FIRE RATED WALL ASSEMBLY PER UNWIN1. U335 PM FIRE BLOCKING AS REQUIRED U347/PW4, OR V344PM INSTALLED TIGHT TO ROOF SHEATHING. CALK WTM AN APPROVED PRODUCT TO CREATE AR TIGHT SEAL PER MANUFACTURERS EACH WALL STUD OR EACH T UP COLUMN STUD ERAL INSTALLATION INSTRUCTIONS. PROVIDE MINERAL FASTENED TO DOUBLE TOP RATE W/(1)SIMPSON WOOL OR OTHER APPROVED METHOD TO FILL N SOWC 150M V SCREW VOIDS MIDPOINT BLOCKING BETWEEN STUDS U.N.O. ON MANNING PLANS 1/C GYPSUM WALLBOARD WALL W/ 50 COOLER EXTERIOR WALL SHEATHING AND NAILING PER N.OB61c,59' LONG, 1566' HEAD OR I5W DRYWALL SCREWS 14W LONG 4' O.C. ON EDGE WFI0ISD4 & 1r O.C. N FIELD CONTN)OUS WALL BLOCKING INSTALLED AT MAX. 3'47 O.C. AS MEASURED VERTICALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE BUILDER TO VERIFY (I)- V SIMPSON SDWC15000 SCREW. EACH INSTALLATION. TVP. STUD TO BOTTOM PLATE PER 1VSOWC, UPPER 2.4 BYP'12 SHIM ®1r O.C. MAX STUDS MIN. 2.4 SYP 42 BOTTOM PLATE ATTACH TO SHALL BE INSTALLEDCON7 FROM MID WALL PLATE TD UNDERSIDE OF ROOF SHEATHING, CENTERED OVER LOWER STUDS CENTER CENTER OF RIM BOARD BELOW USING 0.131' x r EACH ABOVE WALL SnOR EACH UP COLUMN BUILT NAILS C, C O.C. MAUL STUD FASTENED M BOTTOM PLATE W1(1) SMPSM SDWC 150000' SCREW ATTACH BOTTOM PLATE TO DOUBLE TOP PATE BELOW USING (1) SIMPSON SDWF2724 (027 x 24) A iA FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM AND SPLICES O.C. MAX. MAINTAIN r FROM ENDS TBELOW S�WALL PAIL x4-1? We CREW S 01r TAXW1 1 PLATE EDGE CLEARANCE FIRE BLOCKING AS REDURED NIDWALL RATE 3W FLOOR SHEATHING _ _ FASTEN PER PLAN PRE -EN G. FLOOR SYSTEM LOWER 2, FRAME WALL DOUBLE TOP RATE SWILL MATCH ELEVA71C1 OF FLOOR SF.ATHIIG ({pp) a N- FLaoR eEARNGKNOT. REFER TO PLANS _ — 1a� W SlStDER SHALL FIELD VEPoFY AND MNFIRAI ATTACH RIM BOARD TO WALL DOUBLE TOP PATE, EACH LOWER WALL STUD OR EACH BUILT UP COLUMN USING (1) SIMPSON SDWC15S00 SCREW a Ir D.C. STUD FASTENED TO DOUBLE TOP PLATE W/ (1) MAX & V FROM ENDS & SPLICES. SCREW TO BE SIMPSON SDWC 15500 V SCREW INSTALLED INTO THE CENTER OF THE RIM BOARD. WITH. 3 W PENETRATION TO RIM BOARD. LOYVER 2" BYP #2 STUDS Q tr O.0 MAX SNDS SYILL BE INSTALLED FROM FOl1NWTIONTO (I} V SIMPSON SOWIO7SOM SCREW, EACH STUD MID WALL PATE TO MATCH ELEVATION OF FLOOR SHEATHING, TOP 0 41-19-43W TO TOP W/L9) x3-1M' FRE RATID WALLA38BMBLV PER U9731PW11Xi98PVR TOE-N11&S 70 FA�HJOISTO� 1134W W4 ORALLASSEINSTALLED TIOIITT'(f ROOF MIDPOINT BLOCKING BETWEEN STUDS U.N.O.ON BHEATNp�G. GILK WffH AR APPROVED PRODUCT TO CREATE AR TIGHT SEAL PER NIMMACRIREMS FRAMING PLANS GB'Y�PSUM4 WALLBOARD WALL W/ SA COOLER INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL N VOIDS L1pre DRYWALL 8CRE1NS 1�714 LON34P Q'Ohl EDGE & it O.0 INFELD EACH WALL SKID TO P.T. BOTTOM PATE W/(1� 154504-I? SCREW (EACH SOE OF 2X4 82 SYP WALL W/ SROS O IW O.C. SEEBW2 IN BEARING waoD ALL SCHDULE PSHMPSONARTY 8D SHEET S5.1 FOR ADDITIONAL (FORMATION. CONNECTKN CAPACTE3: -UPLIFT =z7o PLF MIN. 2x4 SYP 02 P.T. BOTTOM RATE (EACH SIDE OF - N PLANE SHEAR= 980 PLF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07AON NOTES & CONNECTOR LEGEND MEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX &WITNNr -=, `. OF EACH END OF WALL EACH BOTTOM PLATE SPLICE FOUNDATION PER THE FOUNDATION PLAN TYPICAL PARTY WALL SECTION (VE) ........ 4'4Y • HALF PARTY WALL WIDTH rL PARTY WALL V-2 3W 4 HALF PARTY WALL WIDTH WO * d+ HALF PARTY WALL RETARDANT WDTH €PARTY WALL 4Q &P FIRE RETARDANT HALF PARTY WALL WIDTH FINE RETARDANT FINE FSHERETARDANT FIRETREATED ROOF SHEATH - TREATED ROOF SHEATHING TRENED ROOF SHEATHING I TREATED NETRA IONS) (NO PENETRATIONS) I (NO PE ETRATIONS) (ND PENETRATIONS) (NO PENETRATIONS) STUDDED COMMON TRUSSES STUDDED COMMON TRUSSES IM GYPSUM WALL BOARD EACH SIDE OF 1!C GYPSUM WALLBOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) PARTY WALL PER FIRE RATED WALL ATTACH TRUSS TO DOUBLE SYSTEM (IF ASSEMBLY BXUVV3M IS SIMPSON SDWC150DO(0.152 x 6')8CREW 04r OC SYSTEM (IF ASSEMBLY BXlN.V944B TOP PLATE USING(1) SIMPSON USED), SEE DESIGN PLANS. Wr GYPSUM & V FROM ENDS (EACH SIDE OF PARTY WALL) USED} SEE DESIGN PLANS. 1/r GYPSUM SDWC15SD0 (DAS2 x 61 SCREW WALL BOARD MAY BE SUBSTITUTED W/ WALL BOARD MAY BE SUBSTITUTED W/ 0 4B' OC & V FROM ENDS MIN. 3.12' THICK GLASS FIBER OR MIL 9.12. THICK GLASS FIBER OR (EACH SIDE OF PARTY WALL) MINERAL WOOL INSULATION MINERAL WOOL INSULATION COMPLETELY FILL THi I / E STUD CAVITIES COMPLETELY FILL TTH�E STUD CAVITIES �EFERRE - TO R PLANS' T'SRf3Qi—T.pLANg — DOUBLE E TOP PLATE EACH I DOUBLTOP PLATE EACH .// SINE OF TOP WALL SEE SIDE LE PARTY WALL SEE FIRE BLOCKING EACH SIDE OF MWISD2 FOR SPLICE & FIRE BLOCKING EACH SIDE OF WMISM FOR SPLICE & PARTY WALLAS REQUIRED ATTACHMENT IRO PARTY WALLAS REWIRED ATTACHMENT INFO 1 W GYPSUM WALLBOARD PER W7WM, U38MPW2, 12' GYPSUM WALLBOARD PER U373MM. U33&PW2. ATTACH EACH STUD TO U3QIPW4, OR W441PW5 EACH SIDE OF PARTY WALL ATTACH EACH STUD TO DOUBLE TOP PLATE U9QIPW4, OR V3MIPWb EACH SIDE OF PARTY WALL DOUBLE TOP PLATE USING (1) FASTENED USING MIN. 50 (0.050' x 16B' LONG. 15k4 USING (1) SIMP80N1 BDWC15800 (0.162 xb� FASTENED USING MIN. 60 (O.OBr x 1�S' LONG, 15R4' SIMPSON SDWC16B00 (0.162 x HEAD) COOLER KILLS OR Na S TYPE W DRYWALL SCREW (EACHH SIDE OF PARTY WALL) HEAD) COOLER NAILS OR N. S TYPE W DRYWALL I') SCREW (EACH SIDE OF SCREWS (MIN. 1-IRA L.ON%ALL FASTENERS SHALL SCREWS (MIN. IAA L.ON%ALL FASTENERS SHALL PART' WALL) BE INSTALLED 0 MAX4' D.C.0 ALL SUPPORTED FIRE RATED WALL SYSTEM PER U373IPWI. BE INSTALLED 0 MAX 4' O.C. 0 ALL SUPPORTED FIRE RATED WALL SYSTEM EDGES & 12' O.C. N FIELD U338IPW2, U3471PW4. OR V3/4RW5 EDGES & tr O.C. IN FIELD PERPW4. R 3"PW5t, U347PWt, OR V3MRW5 MIN. ?xd SYP R STUDS O 1C O.C. W/ MID -HEIGHT MIN. 2.4 SYP12 BOTTOM PLATE. SCREW TO WALL BLOCKING EACH SIDE OF PARTY WALL MIN. 2M SYPI2 BOTTOM PLATE SCREW TO MIN. 2x4 SYP42 STUDS 01V PARALLEL PLOORTRUSS BELOW W/(2)-IW x 3-10 PARALLEL FLOOR TRUSS BELOW W/(2).1M x 3-12' O.C. W/MTDHEIGHT WALL BOB SCREWS 0 IS O.C.& P FROM ENDS& MN. 2.4 SYP 02 BOTTOM PLATE ATTACH TO BOB SCREWS 010' O.C.&4-FROM ENNDS& BLOCKING EACH SIDE OF SPLICES, CENTER OF RN BOARD BELOW MUSING 0.131' x r SPLICES. (EACH SIDE OF PARTY WALL) PARTY WALL KALE 04' O.C. MAX. ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE (1) S' SIMPSON SOWCI5B00 SCREW. EACH SPUD (I)V SRIPSON SDWC15000 SCREW. EACH ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE STUD TO BOTTOM PLATE PER 11SDWC, BELOW N SD SIDE (027. 0 PARTY WALL) USING ' TO BOTTOM PLATE PER 11/SDWC, (EACH SIDE BELOW (� SIDE OF PARTY WALL) USING (1) (EACH SIDE OF PARTY WALL} SIMPSON SDWFZ72{ roT x 24) SCREW 032' O.C. OF PARTY WALL) SWPSON 9DYVF2724 (027 x21� SCREW 192' O.C. MAX MAINTAIN r FROM ENDS AND SPLICES 3W FLOOR SHEATHING EACH SIDE OF PARTY MAX MAINTAIN r FROM ENDS AND SPLICES 3µ' FLOOR SHEATHING EACH \fr// WALL. ATTACH PER NAILING SCHEDULE PER NAILING SCHEDULE Af.FI FIRE BLOCKING EA SIDE OF PARTY WALLAS REWIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/(2)- IW x4-12' SDS SCREWS 0 N' OO. & P FROM ENDS & SPLICES. IW GYPSUM WALLBOARD PER U373,PW1, U335IPW2 W47IPW4, OR V344VW5 EACH SIDE OF PARTY WAIL FASTENED USING MIN. 50 (0.08 V x I-W LONG, 150 HEAD) COOLER HAILS OR Na 6 TYPE W DRYWALL SCREWS (MIN. 14W LONG} AL FASTENERS SHALL BE INSTALLED 0 MAX 4' OO. 0 AL SUPPORTED EDGES & 12' O.C. N FIELD MN. 2.4 SYP 02 P.T. BOTTOM RATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFIED IN DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM RATE SPLICE CONNECTION CAPACITIES: -UPLIFT -270 PLF N RAKE SHEAR-2W RF ORK TYPICAL PARTY WALL SECTION NOT USED 11ri110 MIT41' PRE -ENO * FLOOR SYSTEM BEARING HOT ------ E'ER TO PLANS ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SOWCISS00 SCREW 0IV O.C. MAX & V FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RN BOARD. MIL MW PENETRATION TO RIM BOARD. DOABLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WFO7/802 FOR SPLICE & ATTACHMENT INFO (I)- C SNPSM SOWCIWW SCREW, EACH STD TO TOP PLATE PER I I SCWC, (EACH SIE OF PARTY WALL} FIRE RATED WALL SYSTEM PER U37WW1, U3=PWL, U3471PW4, OR V344PM MIN.214 SYP42 STUDS 01I' O.C. W/ MDHEOHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PATE USING (1) SIMPSON SDV CIS460(0.152x 4-IrM SCREW (EACH SIDE OF PARTY WAIL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AM FOUNDATION INFORMATION j FLooR BEARING HGT. YREFER TO PLANS - — FIRE BLOCKING EA SIDE OF PARTY WALL AS REQURED SCREW TO DOUBLE TOP PLATE TO PARALLEL MOOR TRUSS W/(2)-1W x41? SIDS SCREWS 024' O.C. & C FROM ENDS & SPLICES. (EACH SIDE OF PARTY WALL) 12' GYPSUM WALLBOARD PER U3731PW1, UU33SIPWZ U347/PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MN. 50 (ODBr x 1ST' LONG, ISM' HEAD) COOLER NAILS OR NM 6 TYPE W DRYWALL SCREWS (MN. 1-19' LON%ALL FASTENERS SHALL BE INSTALLED 0 MAX 4' O.C. 0 ALL SUPPORTED EDGES & 12' O.C. N FIELD MIL 2.4 SYP 02 P.T. BOTTOM RATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFIED N DETAIL WFWAON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX& WITHIN r OF EACH END OF WALL & EACH BOTTOM RATE SPLICE CONNECTION CAPACITIES: - UPLIFT -270 PLF - N PLANE SHEAR=250 PLP V34 TYPICAL PARTY WALL SECTION 1/Y=T-W BEARING HGr TO RAMS DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFWISD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15OW (0.16r x r) SCREW (EACH SIDE OF PARTY WALL) FIE RATED WALL SYSTEM PER U3731PW1. U133111111ft U3471PW4. OR V344PM MN. 2.4 SYP 42 STUDS 01W O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC16450 (0.162 x 4-Vn SCREW (EACH SIDE OF PARTY WAN.) SEE FOUNDATION RAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION ���1111YIYY I v/ J Q�8 g LI..I 0 Q Z FiE a- tl! QQ W >_ � � VE ID Y S w a O 9z W 7t M 1' 2 N � C LU m O U xaz - �ay3 - X F 0 X W O W� TH a crrecx: cc w xle No. STAR-1]115 T AS INDICATED w RATE. (xirzorzs SD7 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOT USED PRE ENGINEERED ///''' FIRE RETARDANT ROOF T PER 7 / SHEATHING ATTACHED PER PLAN / NAILING SCHEDULE. BEE ARCHITECTURAL PLANS FOR REWIRED LOCATIONS 21 FASCIA PER PLAN. SEE ELEVATIONS FOR MORE INFORMATION / 21 FRAME OR CMU WALL SEE ARCHITECTURAL PLAN FOR MORE INFORMATION 1-HOUR FIRE RATED SOFFIT PER GA FILE NO. RC 29M TO EXTEND MN. W-V EACH SIDE OF 2 HOUR FIRE RATES) ASSEMBLY. INLL ER 1B'STABASE LAY 5TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD TRUSSES W O.C. WITH 1-1W TYPE W OR S DRYWALL SCREWS 21V O.C. FACE LAYER SIB' TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1-7AP TYPE W ORB LA DRYWALL SCREWS it O.C. AT JOINTS AINTERMEDIATE TRUSSES AND 1-12 TYPE G DRYWALL SCREWS 1r O.C. PLACED r BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24' FROM BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING 12 WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 0131' x 2-12 MAILS. APPROPRIATE ROOF COVERING. FIRE CAULK EDGES AND ENDS AS REWIRED TO PROVIDE AN AR TIGHT SEAL TYPICAL FIRE RATED SOFFIT sM+1W 4 PARTY WA L o OR RUNNER m ff-w-r D Qo 1 SPECIFICATIONS C CATION8 C!IONS O O 2. BEARING WALL PER PUN. SEE p EXTERIOR FRAME WALL a _ SCHEDULE . a INTERIOR FINISH PER BUILDER'S SPECIFICATIONS o FIRE RATED WALL SYSTEM PER DESIGN RAN. INSTALLED TIGHT TO ROOF SHEATHING. 0 0 O Z N/1 TWO HOUR FIRE WALL @ FRAME INTERSECTION 1. a 3N+t•a' r C CHANNEL OR RUNNER MIN. SW AIR SPACE INSTALLED PER MANEIFC FIRE FATED ROOF SPECIFICATIONSICATNB TIIONS SHEATHING PER PLAN - BREAKAWAY CUP OR TRUSS OVERHANG EACH ALUMINUM ANGLE SIDE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WHERE REWIRED PER UL EXTEND GYPSUM BOARDS PER FIRE RATED WALL US7WM, USS&PWt, SYSTEM INTO SOFFRAREA U3471PWI OR V344MM SECTION A -A H THtNB 1 � PER NALLING PLAN �— GYPSUM BOARDS PER FIRE RATED WALL ATTACH CHANNEL FLANGE SYSTEM U973NW1. U9981PN2, U347~ OR TO BOTTOM OF FASCIA W1 V3/41PW5 MIST EXTEND INTO SOFFIT AREA (S) IAWTYPE W SCREWS IF EXTERIOR WALL IS FRAME INSTALL CCHANNELN L OR RUNNER FROM BOTTOM OF PROVIDE SOLID FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE AS REQUIRED TO INSTALL C EXTENSION OF THE GYPSUM BOARDS. FASTEN r C CHANNEL TRACK CHANNEL OR WINNER W/ MIN 1-11V TYP W SCREW TO FRAME OR SMB• x 2-1W TAPCONS TO MASONRY AS DnBRIOR WALL PER PLAN SPECIFIED PER UL U373IPW1, U3=PWZ U347~ OR VJ3�MTW6 0I TWO HOUR SEPARATION 0 EAVES =_110 (�'J 31411'4r COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 111►11111j/, J_ Q � a!8 INflNW J Z I �I 0 Q n� zj 0 I- �10 a 9 TH SIRUCT: DP oC GiEaC cc 0 w JOB No. STAR-17115 t SCALE: AS WDKATED w RATE: O8 N23 �L Design No. U373 BXU V. U373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted In all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, R is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consuh the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U373 March 05. 2018 Nonbeanng Wall Rating -2 Hr (Area Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A and 4B) Nonbearing Wall Rating 2 Hr (Protected Wall, See Rem 4B) Finish Rating -120 Min. (See Rem 4) Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. I SECTION A -A SECTION B-B 0 © © 1 11 " �a��i CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY AREA SEPARATION WALL: - (Nonbearing, Max Height - 44 ft) 1. Floor, Intermediate or Top Web-2-3/16 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gaiv steel having "W - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and flange width 1-12 in. 3. Gypsum Board' - Two layers of 1 in. thick gypsum wallboard finer panels, supplied In nom 24 in. widths. Vertical edges of panel. friction fitted Into "W - shaped studs. GEORGIA-PACIFIC GYPSUM LLC -Types TRSL, DGUSL PROTECTED WALL: (Bearing or Nonbearing Wad, as indicated in Item 4, 4A and 48. When Bearing, Load Restricted for Canadian Appicatlons - See Guide BXUV7J 4. Woods Studs - For 2 Hr. Bearing or Nonbearing Wad Rating - Nom 2 by 4 in., max spacing 24 in. OC. Suds wossbraced at mid -height where necessary for clip attachment Min. 314 in. separation between wood framing and area separation wall. F"sh rating evaluated for wood stills only. 4A Steel Studs - (As an aftemate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shad be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structure[ Members by the American Von and Steel Institute. All design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer and/or producer, and shad meet the requirements of ad applicable local code agencies. The Max stud spacing of wad assemblies shad not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long type S-12 steel straws on both sides of studs or by welded or boded connections designed in accordance with the AISI specifications. Top and bottom tracks shad consist of steel members, min No. 20 MSG (0.0326 in, min bane metal thickness) steel or mn No. 20 GSG (0.036 in.thick) gatv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and wing assemblies with steel fasteners spaced not greater than 24 in. OC studs ooss braced with stud framng at midbeVht where necessary for dip attachment Min 314 in. separation between steel framing and area separation wad. Finish rating has not been evaluated for steel studs. 48. Steel Studs - (As as ademate to dens 4 and 4A, for use in Configuration 8 only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from ruin 25 MSG corrosion -protected steel, min 3 12 in. wide, ruin 1-1/4 in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be cut 318 to 314 in. lass than assembly height. Top and bottom tracks shad be channel shaped, fabricated from min 25 MSG comosion-protected steel, min width to accommodate stud size, with min 1 n. long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at mid -height where necessary for clip attachment. Min 3/4 in, separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in, thick, 4 It wide, applied either horizontally or vertcaly. Wallboard attached to wood studs (hem 4) with 1-114 in. long steel drywall nails spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 48) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail or screw heads covered with joint compound. 5A. Plywood Sheathing or 058 - (Not shown) -As an alternate to Item 5, Nominal 12 in. thick or greater plywood or OSB applied horizontally r verbcally to wood or steel studs. Vertical jokes located over studs. Horizontal joint shall be butted fight to form a closed pint Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum dips shall be spaced as described in Item 6. 6. Attachment Clips -Aluminum angle, 0.062 in. thick, min 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with minimum one Type S screw 3/8 in, long to 'W! studs and with minimum one Type W screw 1-1/4 in. long to wood framing or steel framing through holes, provided in clip. Clips spaced a max of 10 it OC vertically between wood or steel framing and "W studs for separation wads up to 23 ft high. For separation wads up to 44 It high, clips spaced as described above for the upper 24 R and the remaining wall are below required dips spaced a max 5 It OC vertically between wood or steel homing and "M studs. 7. Baas and Blankets• -(Optional, now, shown) - Pieced in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pct density, bearing the UL Classification Marling as to Surface Burring Characteristics and/or Fire Resistance. See Batts end Blankets (BKNV or BZJZ) Categories for names of Classified companies. Indicates such products shall bear the UL or cUL Certification Mark for Jurlsdictiorts employing the UL or cUL Certification (such as Canada), respectively. Tee appearance cur a <ampm+a tome a ploaud In tlda emwu 4oea mR In sue aasve Mal pra4ucb w ItlemMM lave tam maMacwrae ladx UL's lark mth l alloxff SerNtt.OnIY thou pradrdatearlr,g Me lA mule ahowtl N commere4 to to garaflM and cWMW untlx UL's Fatareilp Service. AMeya look far Me e maduct UL permka Me rtmatluanm of Me maYdtl cmfamee In Me Online tartlecatlm Dhecray autject m Ind bllav4rp cmtdtlam: 1. The eulae h4armatlm. AaeaMllea, Conahuctbru, Dealana. ayurma, arMlw Outlautlms (rural mup th wnmwd mtlak erekaly am M • reneaalWrp mamer, MMoia mil' mmWd+elm tithe 4tla tar trrwkga4 t. are tlxemem 7lgrinle0 ham Me omxw emtlnutlma arealcry w1M numlulanham see" melappwagacM mMe exbaded malulal. In aMatlan, tlN repk4e0 mNerW moat brtlWa a comdlla Mla Inge meeMrpfmmat S 3a19 LL LLC SHOWN ON THIS SHEET IS J m W r� r� Q J >J M Cl) D # tvt Z r` a N J M UJ m _J iaz t-a3 0 IXWO FaN rnn� FJJO: TH OHECK: aC CC O w .108 No. STAR-11115 i s- AS INDICATED w MTE: o612023 CONFIGtRATION B EXPOSED TO FIRE FROM EITHER SIDE COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exdusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. U336 BXUV.U336 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered in the field. When field issues arise, R is recommended the first contact for assistance be the technical service staff Provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May 08. 2018 Exposure to fire from separation Wall side only Nonbeamlg Wall Rating - 2 Hr (Separation Wall, See Rems 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See Rents 4, 4A) Nonbearing Wall Rating 2 Hr (Protected Wall, See Rem 4B) Finish Rating -120 Min. Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. O SECTION A -A SECTION B-8 CONFKAIRATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 0 0 0 FA w o © o 0 CONFIGURATION C DOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Max Height - 66 ft) I. Floor, Intermediate or Top Wall - 2 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced at 24 in. OC. 2. Metal Studs - Steel members formed from No. 25 MSG galy steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. 3. Gypsum Board' - Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. widths Vertical edges of panels friction fitted into "H" - shaped studs. CGC INC - Type SLX UNITED STATES GYPSUM CO - Type SLX USG BORAL DRYWALL SFZ LLC -Type SLX USG MEXICO S A DE C V - Type SLX PROTECTED WALL: (Bearing or Nonbearing Wall). When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7. 4. Woods Studs - Nom 2 by 4 in. max spacing 24 in. OC. studs cross braced at mid -height where necessary for dip attachment Min. 3/4 in. separation between wood framing and fire separation wall. 4A. Steel Studs - (As an alternate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0,033 in. thick) primed steel, coil formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long type S-12 steel screws on both sides of studs or by welded or boiled connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud framing at mid -height where necessary for dip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 48. Steel Studs - (As as aftemate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3 12 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height Top and bottom hacks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. lo^8 legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs orossbraced with stud framing at mid -height where necessary, for dip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. S. Gypsum Board - Classified or Unclassified - Min 12in. thick, 4 ft wade, applied either horizontally or vertically. Gypsum board attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type S screws 318 in. long to "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in dip. 6A. Clip placement (Item 6) for separation walk up to 24 ft high. Space clips a max of 10 It OC vertically behveen wood framing and "H" studs. 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Rem 6A for upper 24 ft Remaining wall area below requires clips spaced a max 5 It OC vertically between wood framing and "H" studs. 6C. Clip placement (Item 6) for separation walls up to 66 ft high. Space clips as described in hem 6A for upper 24 ft Space dips as described in Rem 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires dips space a max of 40 in. OC vertically between wood framing and'W'studs. 7. Non -Bearing Wall Partition Intersection - (Optional) - Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3 in. long 10d nails spaced a max 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in long 10d nails spaced a max 16 in. OC. vertically. Intersection between Partition wood studs to be flush with the 2 by 4 in. studs. The wall Partition wood Studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Maximum b one non -bearing wall partition intersection per stud cavity. Noneanng wall Partition stud depth Shall be at a minimum equal depth of the wall. 8. Caulking and Sealants* - (Optional) - A bead of sealant applied around the Partition perimeter, and at the interface between wood or steel framing and gypsum board panels to create an air bamer. KNAUF INSULATION LLC - Type ECOSEAL Plus Indicates such products shall bear the UL or cUL Certification Mark for jurisdktlons employing the UL a cUL Castifrcat,on (such as Canada), respectively. NOTE: UL DESIGN U336 OR U347 MAY BE SUBSTITUTED FOR U373. HOWEVER, THE ENTIRE PARTY WALL MUST USE THE SAME ASSEMBLY. ALL PARTY WALLS WITHIN THE SAME BUILDING MUST USE THE SAME ASSEMBLY. CONFIGURATIONS TM.pp»r,rce n. <arrv.ey «aw.ancrm Mu•e.m.ee4«e namII»n,»we Mx praeucu»la.ranea love 1nro, nlexe rnrw un«r uu•• Pollo Wsand«. only Mo»proeucn—Ing red LLnull•AwedIr<onapereGW«GMead•n4 crwx»unaer ULY FOIIVANNEervka. All.ys Incs. Me EXPOSED TO FIRE FROM EITHER SIDE Mmk an the W_ DL pnnx•Me rtmaavctl« nMe.. sy camaMea In the Onll«Grtleutl«WncOory avlsento m.fopowhp carldams:l. The eulae Naormetlen, A»eN— C­. k,, G•IpI•,s2. ft •ndat -R" «•pll»Imvamp»eMeEmMelt enlNyamMaIIWnftSn nYba�e, n1M•IIIarty m•MPIII1 anten HItrnMrleef f. Me wleman'lteprinaa Ian maore« Inn eels Qfinn .All IsrI M LU mom UL-n.m •ppw.0l.ce14b Me a.v.ales mumrl.Ie •4eam, Me reprlreea n,Rerl•1...r IMWe. cePYrldn Pau« mMemeoiq torn•[ ro ells u uu COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. DETAIL SHOWN ON THIS SHEET IS PUBLISHED BY UL (UNDERWRITER J W:1 LL� w W yMI OR V. F j W Q z J �f J IAA p H Q Z� Q 81 RE CD O 2t C, Z z Q ¢ F 9' C M Z N 000 7 E O lU m O U IL 2 Z - (9 F F :3}Z - X IWWO u~ir:� • � sTalx:r: DP � ac cl�kac: u 0 w .1o61b. STAR-17115 i SGM.E: AS INDICATED w DATE: OB/lOR3 a PW2 Design No. U347 BXU V. U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, R is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning attemate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance ratings - ansyul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - can/ulc-s101 certified for Canada design criteria and allowable variances Design No. U347 March 05, 2018 Nonbearng Wall Rating - 2 Hr (SEE ITEMS 5, SA AND 53) (SEPARATION WALL, SEE ITEMS 1,2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 5 and SA) Nonbearng Wall Rating 2 Hr (Protected Wall, See Rems 5A and 55) Finish Rating -120 Min. (See Rem 5) Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1.1� 1.1■I.:r.111.1�I��11� O O © 0IM 0 0 0VA 0 CONFIGURATION D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -bearing, max height - 66 It -see Rem 6) 1. Steel Track - Floor, side vall or top wall track. Nom 2 in. wide channel shaped with nom 1 in. long figs, formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - "H" shaped studs formed from No. 25 MSG gaN steel having an overall depth of approximately 2 in, and flange width 1-3/8 in. 3. Gypsum Board• -Ttwo layers of 1 in. thick gypsum wallboardliner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fit into "h" shaped studs. NATIONAL GYPSUM CO - Types FEW, FSW-B, FSW-7, FSW3 7. Aluminum Clips - Aluminum angle, 0.049 in. thick, 2 in. wide with 2 in. and 2-12 in. legs. Clips secured with type S screws 318 in. long to "H" studs and with 1-1/4 in. long screws to wood framing or steel framing through holes provided in clip. 7A. Clip placement for separation walls up to 23 it high: Space clips a max of 10 it OC vertically between wood or steel framing and "H" studs. 7B. Clip placement for separation walls up to 54 ft high: Space dips as described in Rem 6A for upper 24 it Remaining wall area below requires clips spaced a max of 5 ft OC vertically between wood or steel framing and'W'skids. 7C. Clip placement for separation walls up to 66 ft high: Space clips as described in Rem 6A for upper 24 ft. space dips as described in Rem 6B for middle 30 ft. Remaining wall area below requires clips spaced a max of 39 in. OC vertically between wood or steel framing and "H" studs. 8. STC Rating - The STC Rating of the wall assembly is 61 when ft is constructed as described by items 1 through 6, except: A Item 5, above -Wood Studs -Shall be spaced 16 in. x. B. Item 6, above -Gypsum Board -Min. weight 1.5 par. Shall be applied vertically and attached to skids with 1-1/4 in. long steel drywall screws spaced 16 in. OC. Joints and screwheads shall be covered with paper tape and joint compound. C. Item 7, above -Aluminum Clips -spaced a max of 10 R OC vertically. D. Batts and Blankets* -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation batts, min. 0.80 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for Name of Classified Companies. E. Max Height of Separation Wallis 23 It, F. The STC rating applies to Configuration B only. G. Steel Studs (items SA, 58), Plywood Sheathing or OSB (Item 5A and Rem 9) and Batts and Blankets (items 6B) not evaluated as alternatives for obtaining STC rating. 8A. STC Rating - TheSTC Rating of the wall assembly is 69 when ft is constructed as described by items 1 through 6, except A. Item 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Rem 6C, above - Wall and Partition Facings and Accessories' - Type QuietRock QR-510 panels shall be installed. C. Item 7, above -Aluminum Clips- Spaced a max of 10 ft OC vertically. D. Batts and Blankets' -Tthe cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation batts, min. 1.0 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 231L F. The STC rating applies to Configuration B only. G. Steel Studs (items 5A, 5B), Plywood Sheathing or OSS (Item 6A and hem 10) and Batts and Blankets (Items 68) not evaluated as aftematives for obtaining STC rating. 8B. STC Rating - The STC rating of the wall assembly is 70 when R is constructed as described by items 1 through 7, except: A. Item 5, above -Wood Studs -Shall be spaced 16 in. OC. B. Item 6C, above - Wall and Partition Facings and Accessories' - Type QuietRock OR-525 panels shall be installed as described in Rem 5C. C. Rem 7, above - Aluminum Clips -spaced a max of loft OC vertically. D. Batts and Blankets' -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation balls, min. 1.0 poi. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name ofClassified Companies. E. Max Height of Separation Wallis 23 it F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 513), Plywood Sheathing or OSB (Rem 6A and Item 10) and Bells and Blankets (gems 6B) not evaluated as alternatives for obtaining STC rating_ 9. Non -Bearing Wall Parthion Intersection - (Optional) Wall system consisting of nominal 2 by 4 in. stud or nominal 2 by 6 in. stud. Maximum one non -bearing wall partition intersection per stud cavity. 5B. Steel Studs - (As an ahemale to items 5 and SA, for use in configuration B only, not shown)- For Nonbeanng Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-12 in. wide, min 1-1/4 in. flanges and 1/4 in. 10. Plywood Sheathing or OSB - (Optional) - Min 12 in. thick plywood or OSB applied horizontally or vertically to If return, spaced a max of 24 in. OC. Studs to be cut 318 to 3/4 in, less than assembly height. Top and bottom tracks shall be channel "H" studs on area separation wall side of Configuration A or Configuration C. Vertical joints located over studs. Fastened EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. kxg legs, to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in, separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. _ - - 6. Gypsum Board - Classified or Unclassified - Min 12 in. thick 4 ft wide, applied horizontally or vertically. Wallboard attached to wood studs (item 5) with 1-114 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to steel studs (Rem 5A or 5B) 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. Horizontal joints shall be butted tight to form a closed joint. As an option, joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. 41 6A. Plywood Sheathing or OSS - (not shown) - As an attemate to Item 6, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be bulled light tdorn a dosed joint. PROIECIEDwAile Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads am not required to be t e z e a fro • s treated. Aluminum clips shall be spaced as described in Rem 7. a Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL m cUL sevaaiwN wnu.. mesas Certification (such as Canada), respectively. LAJWKA)KAll1JN U EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE PROTECTED WALL: (Bearing or Nonbeanng Wall, as indicated in items 4, 4A and 48. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Air Space -Minimum 3/44n. airspace. & Wood Studs -For Bearing or Nonbeanng Wall Rating - Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid -height where necessary for clip attachment. Min 3/4 in. separation between wood framing and fire separation wall. Finish rating evaluated for wood studs only. 5A. Steel Studs - (As an alternate to Rem 5, not shown) - For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load ofthe studs, shall be as specified by the steel stud designer and/or, and shall meet the requirements of all licable local code ndes T max slid g applicable age he spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. studs cross -braced with stud framing at midheight where necessary for dip attachment Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 68. Batts and Blankets' - (not shown) - As an aftemate to Items 6 and 6A, glass fiber or mineral wool insulation, min. 3-12 in. Mick placed to completely fill the wood or steel stud cavities. When Batts and Blankets are used in place of items 6 and 6A, the max height is 54 ft and the aluminum dips (ftem 7) shall be spaced a max of 5 ft OC vertically. Min 314 in. separation between insulation and area separation wall. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Bankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. 6C. Wall and Partition Facings and Accessories ' - (not shown) - as an alternate to items 6, 6A and 6B, 4 ft wide panels, applied vertically. Panels attached to wood studs (Item 4) with 15/8 in. long steel drywall screws spaced 16 in. OC. Vertical joints located over studs. Joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. NATIONAL GYPSUM CO - Type SoundBreak Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -Types QuietRock QR-5D0, QuietRockQRr510, QuietRock QR-525 6D. Gypsum Board- - As an alternate to Item 6 - Min 5/8 in. thick min. 6 in. wide batten strips, applied on both sides of Steel Studs (Item 2) and horizontal back to back Steel Track (Item 1). Min. 518 in. thick min. 3 in. wide batten strips applied on both sides of single Steel Track (Item 1) at perimeter of assembly. Batten strips secured to studs with 1-1/4 in. long Type S steel screws spaced 12 in. OC. Batten joints shall be butted tight to form a closed joint. As an option, entire sheet dgypsum board may be used in lieu of the battens. Clip placement as in item 7, 7A 7B, or 7C. NATIONAL GYPSUM CO- Type FSW3, FSW, FSW6. TM•pp••nvrc a•c•m W.nom«praCuct r.-aeae..e--in nuecrone ewt pr•erct. o-nMie4 M.e bsnmmfem.M War W. -Up urxNa. OAy exu proerrb bminp m. u minis a•iMc 1n1i,rea to M eersnea•Ira covrea Wa W, F l.Up SerNne. Annm, bntbeM AuprmMeM rapraductlrn AM•i.. c,. in, rn erepnnne GNnc•eon grectory a•gerxmeun•eoMrp <•rldams: 1.TM ocheYMm.p•n, -.1p.Ma, c•nseuntloin, Detl_ey.- a,a'rr Cerenc- mull-1Mpra.mua In MelreAheyM In•rmwnlpuArg ma.er, wIUglRarry Inrnldu ,nn AIMa.n.(rvar•elnmlI. YRm,ent-aePrintMeom m•nt Cemflcatlm. greAUY xA0p•rmlubnwan UL'mud •caption •tr•c.Alo1M ..tr•AN m.terl•1. In •UUIUm, Ilhe rprIIrME m.laaal nwq ir,clWe • copy4yn mtice In tie fdloMrpfarmrt: ^a Z019IrL I1C DETAIL SHOWN ON THIS SHEET IS PUBLISHFcI� 4 �' SIGNED Lgg1FTt� 15). SIGNE-DVIITER SIOG pnt111 CT0I1-11RA1 J m W Q J >J co Z) V aid 017 Z r- Q N J � 2 m _J xUjI az I.-IL WWO F IL N) rL F- TH � act errEcx: tie 0 w JOa No. STAR-1T115 I sC : AS INDICATED w DATE: 08202J 1 = D PW4 = Io COPYRIGHT MCD 2015: The information contained in this document is Copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. V344 02022 UL LLC BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submilter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff Provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and aftemate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance ratings - ansi/ul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - can/ul-101 certified for Canada design criteria and allowable variances Design No. V344 February 04, 2022 Nonbearing Wall Rating - 2-12 Hr (Area Separation Firewall, See items 1, 2, and 3) Bearing or Nonbearing Wall Rating 2-12 Hr (Protected Wall, See item 4 and 5) Finish Rating - (120 or 150 min, see Rem 5, SA antl 5B) • Indicates such products shall bear the UL or cUL Certification Mark Forjursdictions employing the UL or cUL Certification (such as Canada), respectively. Exposed to Fire from Either Side Side A 1-12' Type G Drywall Laminating Screws 13' 1S + L + + + Exposed to Fire from Either Side Exposed to Fire from Either Side AREA SEPARATION FIREWALL - (Max Height - 66 R) 1. Perimeter and Intermediate Channels - 2 in. wide channel shaped with nom 1 in. long legs, formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Framing members formed from No. 25 galy steel having "H" shaped flanged spaced 48' O.C.; overall depth 2 in and flange width 1d/81n. 3. Gypsum Board' - Four pieces of 12 in. thick gypsum boards, supplied in nom 48 in. widths, full lengths. Vertical edges of panels friction fitted into "H" - shaped studs. AMERICAN GYPSUM CO -Type EKCEL PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4 and 5. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Wood Studs -Bearing or Nonbearing Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. Face parallel or perpendicular to gypsum board (Item No. 3). Studs cross -braced where necessary for clip attachment Min 3/4 in. separation between wood framing and area separation firewall. 4A. Steel Studs - (As an alternate to Rem 4, not shown) - For Bearing Wall - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in, thick) gaN steel or No. 20 MSG (0,033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom trails shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a Moor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross -braced with stud. Min 3/4 in. separation between steel framing and area separation well 4B. Steal Studs - (As an aftemate to items 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from atin. 25 MSG corrosion -protected steel, min. 3-12 in. wide, min 1-1/4 in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be cut 318 in. to 3/4 in. less than assembly height. Top and bottom hacks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to Moor and ceiling with fasteners 24 in. OC. max. Studs cross -braced with stud framing at mid -height where necessary for clip attachment Min 314 in. separation between steel framing and area separation wall. 4C. Framing Members" - Steel Studs - (As an aftemate to Item 4, 4A, and 4B) - For Nonbearing Wall. Proprietary channel shaped studs, 3-5/8 in. wide spaced a max of 24 in. OC. Studs supplied with proprietary top and bottom tracks, min width to accommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be cot 3/4 in. less than the assembly height and installed with a 12 in. gap between the end of the stud and track at the bottom of the wall. Studs crosslnraced with stud framing at mid -height where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. CALIFORNIA EXPANDED METAL PRODUCTS CO - Vipe25 TM CLARKDIETRICH BUILDING SYSTEMS -CD ProTRAK CRACO MFG INC - S_'tStud25 TN IMPERIAL MANUFACTURING GROUP - Vipe25 TM MARIONIWARE, DIV OF WARE INDUSTRIES INC - Vipe,25 Tu STUDCODUILDING SYSTEMS -CROCSTUD 5. Gypsum Board - Classified or Unclassified - Min 1/2 in. thick 4 It wide, applied either horizontally or veNcally. Gypsum board attached to wood studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC or 1 in. long Type W coarse thread steel screws spaced 12 in. OC. Joints may or may not be covered with paper tape and joint compound. When minimum board weight is less than 1.3 lbs/ft2, Finish Rating is 120 min. When minimum board weight is 1.3 lbs/112 orgreater Finish Rating's 150 min. 5A. Plywood Sheathing Or OSB - (Not Shown) - As an alternate to Rem 5, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. horizontal joints shall be butted light to form a dosed joint fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Finish Rating is 120 min. When used in addition to Item 5 Finish Rating is 150 minutes. 5B. Batts and Blankets e - As an aftemate to hems 5. Glass fiber or mineral wool insulation, min. 3.12 in. thick, placed to completely fill the wood or steel stud cavities. See Batts and Blankets (BKNV) category in the Building Materials Directory and Bats and Blankets (BZJZ) category in the Fire Resstance Directory for name of Classified Companies. Min 3/4 in. separation between insulation and area separation wall. Finish Rating is 120 min. When used in addition to hem 5 Finish Rating is 150 minutes. 5C. Loose Fill material • - (Optional) - To be used in addition to hems S. SA or 58. any loose fill material bearing the UL Classification Marking for Surface Bunting Characteristics, placed to completely or partially NI the enclosed soot cavity in accordance with the application instructions supplied with the product Min 314 in. separation between insulation and area separation wall. 5D. Fiber, Sprayed' - (Optional) - To be used in addition to Items 5, SA m 58. The spray applied cellul se fiber is applied with water to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product with nominal dry density of 2.7 MIR e. Alternate Application Method: the fiber is applied without water or adhesive at a nominal dry density of 3.5 W tit, in accordance with the application instructions supplied with the product. Min 314 in. separation between insulation and area separation. U S GREENFIBER L L C - SANCTURAY, FRM, INS735, NS745 AND INS75OLD for use with wet or dry application. iNS515LD, INS541 LD, INS510LD, INS765LD AND INS773LD are to be used for dry application only. 6. Aluminum Clips - Aluminum angle, min. 0.063 in. thick, min 2 in. wide with min 2 in. and 2-1/4 in. legs or min. 0,050 in. thick min. 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with min. No. 8, 3/4 in. long panhead sharp screws to'H'studs and wood framing through holes provided in dip. 23 ft. Height Clip placement (hem 6) for separation firewalls up to 23 ft. high. Start at roof line and space dips a max of 10 ft Limitation OC vertically between wood or steel framing and'H'studs. 44 ft. Heigh' Clip placement (Item 6) for separation firewals up to 44 ft. high. For the upper 24 ft. of the wall system, space Limitation the clips 10 ft. OC, and then 5 ft. OC for the remainder of the wall below. 66 ft. Height Clip placement (Item 6) for separation firewalis up to 66 ft. high: For the upper 24 ft, of the wall system, space the Limitation clips 10 R OC. On the next 20 ft. below space the Gips 5 fL OC, and then 40 in. OC for the remainder of the wall. 7. Laminating Screws - Gypsum boards (Item 3) are secured to each other with 1-12 in, long Type G laminating screws from both sides of wall in between the H studs. on loth sides of the wall rows spaced 24 in. OC with a maximum dimension of 12 in. from the top and bottom Cchannes of the assembly. On one side of the wall each row contains 2 screws located 12 in. ft= each face of the Hstuds. On the other side of the wait each row contains 2 screws located 16 in. from each face of the Hstuds. Refer to Illustration. 8. Non -Bearing Wall Partition Intersection - (Optional) - For wood framing - Two nominal 2 by 4 in. stud a nominal by 6 in. stud nailed together with two 3m. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. studs with 3 in. long 10d nails spared a max 16 in. OC. vertically. Intersection between partition wood studs to be Hush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. maximum on nonbearing wall partition intersection per stud cavity. Nan -bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. 9. Culking and Sealants• - (Optional - Intended for use as an air barrier - Not evaluated as fire blocking) - A bead of sealant applied around the partition perimeter in the 314 in. air space between wood framing (Item 4) and gypsum board panels (item 3) to create an air barrier. DUPONT DE NEMOURS, INC. - Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro W ndow & Door ICP ADHESIVES & SEALANTS INC - Hanci-Foam Fireblock Handi-Foam Fireblock West, and Fast Foam Firebock Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the ULo cUL Certification (such as Canada), respectively. Last Updated on 2022-02-04 Tlwa4.Only a,cn-i name«UI_inil In tltla Eakbaae aoea rwlIn naeMante tlhrt prodm[s mlaemnke lovetitianmamlaaI W Wit,. irlp eerwce. Onhahnaa pnwaa tleuhn9 tlx lti mark atleuM be comMmMb x ceNmea antl cmaM toner uLY PoIIawUp Service, pluwy. look Inrtlo nark on tlr po4ucL ULIxrmb Me repra4nalmottlm maknal ninhi SIntint ONlrw C-11-fim Dlreaory awkato the bllwHhq c«gklone: t.TM Oa4e IrK«nWm, Aaaamaks, CSnmmakna, Dealphs, syakms, artll« eertln.atl«a IMnI mot M1e InesemM In tlwlr ehSlrery ant In a mnmbka4lrq manna, welhmn ahry maNWlatlon atlw Mal«armnip 2. Me afekmenl•Repnmea nom tlw Onllrc Cenmrainei Dheclay V Permlaakn tan UL^moat appar aalacaa lotto extreck4 mekrlan.m .aenlon Iris repnaee mtlerl.l musllrclude a eopynsm hhetice m me ralowlrgr>mn: ro zozz u Lic Repnnletl nom trio Onhw cen�tl®tlo,ha on.amr.wn vami:kn horn uL 0 0 x 0 DETAIL SHOWN ON THIS SHEET IS PUBLISHED BY UL (UNDERWRITER J m 2 w Q J J W art a Z 0 N J ILI m _J _ < Z I- 9yL � F 0 K W ZO g_JW} (A n I o -2 C �+ O C a1 EN u • STrkUCT: DP tic CHEM 0 cc w .IDa No. STAR-17115 2 aCAIE: AS INDICATED ogre: asrzarza i =o = PW5 .o COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. GABLE RAFTER TO TOP PLATE SHOWN CODES, SONC1S10G PPMOJESER-M Rafter to Top Plate shown END (TRUSS TO TOP PLATE SIMILAR) Truss to Top Plats similar TRUSS SCREW TO BE INSTALLED METAL INSTALLATION INTO THE CENTER OF - - GUIDE TOOL THE GABLE END BOTTOM OpSmd 22Yi' OptirlaJ 22Yi' CHORD 10' 0' 10' 0' 'D 1?MIN Raheror Truss INSTALLATION 3, J4' mininum a GUIDE distance forful CHANNEL DO NOT ralues(with or Splice may be in upper or 1—plate - w. SDWC15600 vMas ,. ® INHTALLSD� P ) aplata Slapira -Aill; ld tleAeleYan gi/etod (YA•Ad.M.Int.1RrdYr.arel ddaabal4 dM BMary-OrM SDWC benggalhe deeede. AREA SDWC15B00 SDWCIS600 SOWC15600 9Y 2-WhleodY11irglo W.Ule9DWC,'6W li eMairt klb9w glade q a 11�1dbarrueopfrW YrYlrgrr angle d22S. TrkrYlron"-Iplerarpe1- hAeyt I 10'-00'(aae ddr la}OnoeMMYldtm aryleYaeYMYtetl, the nrW YWelron V BAY 1? MIN Olset Y' from bP plate splice brfuA wlues Pldalad ntaYy tanloted. =� New 1.9opedtodtalnmaybedolsdupbaNMdnga1212pYiad SDWC? S6DD eery �gWot. 2.RaleRodeYIIfTNA6 RaYmddd2ebrMatleeonaryp Art r OVERHANG ' oe-GpMplIae SaOWyCruerleMeryatlatdsriYldrentrYtMerdyaawuaaeauabcYabwo9ota mrtier. � SINGLE SDWC ROOF TO WALL OR BEAM SINGLE SDWC ROOF TO WALL OR OPT. SDWC INSTALLATION- rare SDVVICMIN. EDGE DISTANCE FOR SDWC INSTALLATION INSTRUCTIONS WTALLTIDN SLOPED -ROOF RAFTERS MAY BE SLOPED UP TO AND I BEAM INSTALLATION RANGE TRUSS/RAFTER OFFSET FROM STUD TOP PLATE SPLICE (ROOF TO WALL) �INCLUDING A 12:12 PITCH AND MUST BE'BIRDSMOUTH' CUT. �� '� SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION n swLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE OPT. SDWC NISTALLATIOrFTRUSSIRAFTEIt OFFSET FROM 5tUD / 2a 1 OPT. SDWC INSTALLATION RANGE / 3 \SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE �� SDWC ISTALLATION INSTRUCTIONS (ROOF TO WALL) N.T.S. N.T.S. k I N.T.S. r=1'-0' k I N.T.S. N.T.S. DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. SDWC15600 at 'ngle/doubt botbm plate over wood floor Bottom plate (WFde face ofsbA) SDWC15600 at double top plaa (Wide face of sWd) SDAICSTMT08011T.PRATEOONt EIMMCu6t VV=FLDCR WKSMT08M IIATEaMECTIONOVERWUROM NOT USED N.T.S. Both screws installed: s. DOUBLE SDWC INSTALL CONFIGURATION B DOUBLE SDWC INSTALL: CONFIGURATION B N.T.S. �a "Ilil-1-4a 70i �' I / TRUSS OR RAFTER v MIN. 3-1? (2) SDWC 15600 OVERHANG OPT. SDWC INSTAUATION-TRUSSIRAFTER OFFSET FROM STUD N.T.S. SkGbsm CB mlfpaSONIC masdaepr sad YtuRniat I'M SOWOI5/60dr oaawdonmmy. SDWC1550Ddr rtarmrrdaa (2)SDWC(3)SDWICpANieund2SDA110prddadeMd) SDWC EDGE DISTANCE AND SPACING INFORMATION N.T.S. CONFIGURATION B (TRUSS OFFSET WITH STUD) XINSTALL THROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH SCREWS INSTALLED VERTICALLY 36° INTO THE CENTER OF THE TRU SSIRAFTER FROM THE UNDERSIDE OF TOP PLATE, 10TO 7" FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3/a•: va• f 3a•: va^ CMIY'mtrfmmlopplels OpUma122Ki" eMcebrliAl-k- 30' \ _I A I Xsplaa malls In upper orbtearplabe )f'mtinrn edge . ddnrwlcrhil tells Ylelelelbn Aroe Mlirean FFdP0Y11Ioeald BpbsOielReq.MrY Rmg e 13 SDWC SCREW TO STUD - NARROW FACE Optlmelmx- 10' 0' L �R g•*r," SDAC0N0 dSldbm"TwIpal. FftFod" Nola Satl-bdntlabp pW aywn BWbrlyWaiYbolanpYeswer eteodl4ardre SDWC STUD-TO-TOP/BOTTOM PLATES CONNECTION SDWC STUD-TO-TOP/BOTTOM PLATES CONNECTION N.T.S. Pressure lreatad •JI Opt —I 22)$' SDWICIS WaIMRbConrin FiihydcECoet" (WlaTat.dSMnd) Nalc 8• pYle �tllRblaldeldt rlddmAtt brale4l. SDWC STUD-TOSILL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION NOTES 1. STRONGMVE STRUCTURAL WOOD SCREWS FOR TRUS9NAFLER. STUOTOPLATE AND FLOOWTOFLOM CONNECTIONS ARE MANUFACRIRED AND 7RAOBAALG® BY SI PSON STRONG -TIE COMPANY. NG' HOME OFFIM SOW W. LAS POSITAS BLVD- PLEASANTONL CA 91588 TEL (MM 99O- D FAX M25) SN-1597. *SI PSON STRONG TE COMPANY. N W IS /N 190 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT B SUBJECT TO THE APPROVAL OF THE LOCAL BULDNG DEPARTMENT. 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RE91STM SYSTEM OF THE STRUCTURE. DESIGN OF THE BUIDNG'S MAN WIND FORCE RESISTING SYSTEM, NCLIDNG THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTTIRETO THE GROUND, 0 THE RE9PONOBI.RYOFTHE SPECIFIER. C ENGINEER OF RECORD IS PERMITTED TO MOD" DETAILS FOR SPECIFIC CONDITIONS. s THE CONTRACTOR SHALL VERIFY ALL DIMENSIIONS, CONDITIOHIS, ETC PRIOR TO INSTALLATION OF ANYSIRONNOORME SCREWS FOR THE WIND UPLIFT fEBBTING SYSTEM IF ANY DISCREPANCIES ARE FOUND. THEY SWILL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTIKK ONLY COMMON HEEL TRUSSES WI A MN. lei? OVERHANG CAN 119E THESE SCREWS. RAISED HEELMAL SEARING ETC, MUST USE COMMOHL METAL TRUSS CONNECTORS PER CONNECTER SCEDUIE. S. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODF®PROOUICTS OKALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE FRAMNaI(EIBLQ CONIRIUCTOR'CCNTACTIOR IF INSTALLATION 9BnwnONS ARE NOT FOLLOWED. T. SMASON STRCKiTE COMPANY.NC. RESERVES THE RIGHT TO CHANGE SPBCFICTDNS. OESKINB° AND MODELS WITHOUT NOTICE OR UABLRY FOR SUCH CHANGES. IL ALL HARDWARE CALLED OUT B SIPSON STRON1 TE. 9. DOUBLE TOP PLATES SHALL BE FASTENED PER DETAIL WWN/S02 1QCONTRATOR MAY USE SI PSON WYOMOW SCREWS ONLY FOLLOWING CONFIGURATION (N OR (B) THIS SHEET N LIEU OF SI PSON HIGA OR SI PSON H L5 FOR COMMON OR JACK TRUSSES WHERE UPLIFT DOES NOT D=ED (1195 be) FOR WISP OR (1045 ba)FORSPFANF. N.T.S. �i�����1111i1Maaea of V W r V co ST aft. LU LU , Q ❑ Z 0 F a W U rn W w of L3 F U) � N J Z ti f— Z g C� o mR� Lu F 2 `3 � 3 F. ' LU � �L� 10 f � x O M. m C v M O C? W� Z N 0 N J C fD u X LU J - 2 G Z =a0 - XO KWO y I. C DC CHI-: CC w .IDS No. STAR-11115 t SCALE: AS INDICATED w WILE: OS1D13 N.T.S. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SDWC NOTES 1.a 1.b 1.c SDWC/F STRUCTURAL ASSEMBLY N.T.S. AN IP r 2'r* 1 11 1 1.a 1.b 1.c Drive the SDWF screw vertically (90' t 2') into the center of the upper -wall bottom plate. Once SDWF has passed through upper -wall bottom plate and floor sheathing, make sure SDWF is still vertical (90" t 2") prior to driving SDWF into lower -wall double top plate. Adjust'rf necessary. Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. bO ors9� 4�p,�a1rW UPPef'� bcBorhP� 'Post Obdbg a Fin Jdet I(* SDWF,. number per dotal 6 I' " tri' 10A9rwe110PP111108PIC13dVA End Dish Note: Studs, Aoorjoist, bbddng and scud -plele mmections rat shown for clarity. TYPICAL SDWF-TUW INSTALLATION N.T.S. Note: Sl d-b-plale connections are P Atadrnln regtsred to cor nplele the bad path and are not shown for clarity. Studs, Post and blc per Designer Double SDWF shown (Single SDWF TUW si Y&O SDWFTtM CONCENTRATED LOAD RESTRAINT AT 0=1111= WALL N.T.S. 2. Slide the TUW (provided) over the SDWF screw head and center using locator tab as a reference. Orient locator tab so that d pourts toward the outside of the wall. 3. Secure the TUW to the upper -wall bottom plate with (4) 99 x 2Ys' Simpson Strong -Tie Strong -Drive SO screws (provided). 1. STRONG -DRIVE STRUCTURAL WOOD SCREWS FOR TRUSS/RAFTER, STUD -TO -PLATE, AND 0 FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY 51MPSON STRONG -TIE u COMPANY, INC.' HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL- (800) 899,6M. FAX (925) $47-1597.-SIMPSON STRONG -TIE COMPANY, INC.' IS AN ISO 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. w 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE w STRUCTURE DESIGN OF THE BUILDINGS MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD `��P11111 ii 14Y�� PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. • �i 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY ••• •• I STRONG -DRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SWILL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO ••• fp CONSTRUCTION. 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE V O= PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER. Z Q 7. SIMPSON STRONG- IE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, rc • 2 AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. •• O 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE • �\ `�� SINGLE BOTTOM o PLATESHOWN o 90NFINWEIE OFFSEUROM VERnCAL2'MNt Model No SDWF2716-TUW SDWF2720-TUW SDWF2724-TUW SDWF2726-TUW Allowable Joist Single Bott. Plate Min. I Max. 8-1/2 10-1/2 12-1/2 14-1/2 16-1/2 18-1/2 18-1/2 20-1i2 Depth Below (in.) Double Bott. Plate Min. Max. 6-7/8 9 10-7/8 13 14-7/8 - 17 16-7/8 19 o w f 0. w I o z i 0 Z O ~a W It 1. Joist depth listed based on the % sublloor and 3' of thread perie6ation inlo double top pkales. 2. See L-FSDWFALTHT letter for 11 Y4",11 V. and 16" joist depths. SDWF ANGLE LIMIT INSTALLATION &ALLOWABLE JST. DEPTH N.T.S. NOW. SU1d4110 plate connections are fewer complete the load path £ ate not shown for clarity. Double SDWF shot (Single SDWF-TWV si SDWF-TUW CONCENTRATED LOAD RESTRAINT AT OMER 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrive! N.T.S. 0 5' SDWF-TUW U.S. PATENT 8,276,323 The Strong -Drive SDWF is sold as a kit that Includes: IDE (25) SDWF wood screws VIe INgLL (25) TUW take-up washers (100) #9 x 2)V Strong -Drive SO 5. Check to ensure the proper engagement of the structural -connector screws TUW tabs to the SDWF screw shank using the • % hex driver bit screw depth guide (provided). The measured gap • Y4' hex driver bit shall be no greater than %2" and no less to s/�'. Screw depth guide to ensure proper SDWF engagement with TUW vJ J a LLI 0 LL. U) M it M Z N J F- Wm0 = Q z �a3 MWO Fay rn I. M. ow d C O B EC u • � sTRucr: oP K (10 f]1E(X: kx: 0 w .IU6 No. STAR-1I115 AS INUICAT D SDWF-TUW INSTALLATION AND PRODUCT INFORMATION N.T.S. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SDWF WALL SHEATHING PER WF10/SD4 2. WALL FRAMING PER PLAN OR SOLID (2) ROWS 0.148'x 3' PANELM. SPLICE W COLUMN AT PANEL ( PA EL NAILS Q 3' O.C. MAX GAP SPLICE LOCATIONS PANEL TO PANEL BETWEEN PANELS (1)ROWS0.148'x3' — COLUMN PLIES NAILED NAILS @ 3- O.C. EACH PER WFOSISD2 FACE OF CORNER AS (2) ROWS 0.146'x 3' DRAWN. ALTERNATE NAILS ® 3- O.C. EACH ROWS AS REQUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRAWN. ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL �— NAILING PER WALL SHEATHING WF70/SD4 AND NAILING PER PLAN ryry 11 VERTICAL PANEL SPLICE DETAIL ALONG wAu USED N.T.S. Ow • U� ®y INSTALL FIELD s a INSTALLED TO PER WF07/SD: m% INSTALL FIELD ,. r INSTALLED TOP PLATE u (2) x 3" @ 3' O.C. 21IF PER WF07/SD2 m 48' P 48'AST SPLICE �{ 8„ EACH WAY A EL MAX. A WALL SHEATHING SHALL RUN CONT. FROM EACH WALL FACE TO CORNER. B B INSTALL FIELD MAX. 15' GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WFO71 TOP PLATE DETAIL AT CORNER N.T.S. NOT USED WALL SM EATHING PER WF10/SD4 (2) ROWS 0.148"x 3' TOP PLATE NAILING 0 E TOP It SPLICE rL PANEL SPLICE W/ NAILS ® 3' O.C. SPLICE LOCATIONS MAX 1- GAP PANEL TO PANEL PER WF07/SD2 i'4)• MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE If— SIDE OF PA' NAIL EITHER WAIL SHEATHING SHALL RUN WALL SHEATHING PER WF10/SD4 WALL SHEATHING SHALL RUN CONT. WALL SHEATHING PER WFIO/SDI WALL FROM EACH WALL FACE TO CORNER. (i)ROWS 0.14BSt 3' FROM EACH WALL FACE TO CORNER. 121 ROWS 0.148'x 3' MAX. 1/8' GAP BETWEEN SHEATHING NAILS ® 3- O.C. EACH FACED CORNER AS MAX. 15" GAP NAILS 0 3O.C. EACH DRAWN. ALTERNATE BETWEEN SHEATHING FACED CORNER AS ROWS AS REQUIRED DRAWN. ALTERNATE NOT TO CROSS NAIL ROWS AS REQUIRED NOT TO CROSS NAIL NVPO� VERTICAL PANEL SPLICE DETAIL (PO VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. (2) 0.148' x 3' NAILS (2) 0.148' x 3' NAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD III CORNER STUD @ CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING NOTSHOWN SECTION A -A INSTALL FIELD INSTALLED TOP PLATE PER WF07/SD2 NOTE: SHEATHING JI�I VI�'L'�I NOT SHOWN SECTION B-B HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION Has (2)2x6 k2 SYP H4x6 3.5'xS,S' AFP 1.6E SHORT SPAN HEADER HZ,B (2)2x8 A2 SYP H4x6 3.5"x5.5' AFP 1.8E SHORT SPAN HEADER H2x10 (2)2x10 n SYP H4x10 3.5.9.5'AFP I.6E SHORT SPAN HEADER H2112 (2)2x12#2 SYP H4x10 3.5'k9.6"AFP I.BESHORT SPAN HEADER 1. WHERE SYP Y2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.6E SHORTSPAN HEADERS MAYBE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 1600DOO Psi, FB =1500 psi, FV =175 psi, FC-PERP = 650 P. 3. AFP 1.6 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES 8 CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. TOP PLATE SPLICE / ATTACHMENT DETAIL N.T.S. SHOP -ASSEMBLED PANEL NOTES: PANELS ARE 'PRE -ASSEMBLED" IN THE SHOP FROM INFORMATION SPECIFIED ON PLANS SEALED BY THE ENGINEER OF RECORD, AND ARE NOT INTENDED TO BE AN ENGINEERED PRODUCT. MATERIALS SIZES AND GRADES, DIMENSIONS, CONNECTIONS, FASTENINGS, ETC. ARE ALL AS SPECIFIED BY ENGINEER OF RECORD FOR THE STRUCTURE. THE ONLY DEVIATIONS FROM PLANS SEALED BY THE ENGINEER OF RECORD ARE SHOWN ON DETAIL SHEET WP1. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. 2. WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WP01 THIS SHEET) NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED WALL PANEL W/ (2) 0.148"x 3- NAILS Q 8- O.C. (FOLLOW NAILING REOUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) 1. TOP PLATE PER PLAN(TYP) ATTACH ALL STUDS 's TOP AND BOTTOM (3) 0.148" x 3-I W NAIY` (TOE OR END NAILEB" I Q w z u z C. w_M 01r 0 ZN H � N a y 0 O L m J O _ CL Z w =ap o F- J X Z a LU w LU J O Boa U)ta • z g �O STRUCTURAL ENG: TH y DRAFTING: O Z SIRUCT: DP � DC CMECN: CC p w JDB FIo. STAR-17115 i SCALE: AS INDICATED U WP1z r COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. • i MIN. (3) 2x SYP #2 STUDS REQ'D @ OF LANDING VW h 0.167x 31It NA FROM (2)2x12 SYI HEADER TO BUIL STUD COLUMN STANDARD (3)a112 SYP#2 STRINGERSV $IMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING (2) 2112 SYP#2 BEAM - my arnn N�1n:nlrvu PER SCHEDULE REQ'D TO MATCH JOIST @ END OF LANDING DEPTH W/ (310.148' x 3' FOR STRINGERS TO TOENAILS EACH END CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMNS BELOW OR ALTERNATE HANGER @ RIGHT OF THIS L SEE TABLE FOR MAX. I, DETAIL WIDTH OF LANDING i A A PLAN VIEW @ 90 DEGREE TURN LANDING MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WDTH OF LANDING RED'D @ END OF LANDING W/ MIN. 16) 0.167 x 31(I SEE PLAN FOR DEPTH NAILS FROM (2)2X12 SYPIr HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)a112 SYP#2 ATTACHMENT TO CMUA-EDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HUC210.2 WI (18) 0.167 x 312' NAIL TO LEDGER/SUPPORT AND (10)0.148' x 3' NAILS TO (2)2112 SYP#2 HEADER MASONRY: HU210-21HUC210-2 W/ (18) 1/4131/4' TAPCONS TO CMU AND (10) 0.148' x 3' NAILS TO (2)2112 SYP#2 HEADER STANDARD 13) -12 SYP #2 STRINGERS YW SIMPSo A34IA35 CLIP TO FLOOR SYSTEM 8. LANDING FRAMING I I STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CUP TO FLOOR SYSTEM LNE UP 2xJOIST IN LINE WITH MIDDLE 2z12 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2x8 SYP#2 JOISTS Q LANDING @ 16-O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE MIN. 2.8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER./ (3) 0.162' x 3-12" NAILS Q 16" O.C. MAX. TO EACH STUD. (2) IW xSAM TAPCONS@16' O.C. MAX. FOR MASONRY WALL) r- 3W PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES STAIR WINDER DETAIL MIN. 218 SYP#; LEDGER (P.T. ATTACHING T( MASONRVWA - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.148' x 3' TOENAILS EACH END 6 MPSON A35 CONNECTIONS - SEE PLAN FOR MASONRYWALLOR WOOD WALL MASONRY WAIL FRAME WALL B ( IN. 2x8 SYP#2 JOIST (P.T. IF SCHEDULE REQ'D @ END OF ATTACHING TO MASONRY SCHEDULE E REO'D @END F MIN. 218 SYP#2 JOISTS WALL) CONT. LEDGER W (3) LANDI CONNECTOR BEAM TO BEAR @ LANDING @ 16'0.C. 0.I67 x 3-12' NALB @ Is- O.C. DIRECTLY TO. BUILT UP W/SIMPSON A35 OR MAX . TO EACH STUD. ((2) COLUMNS BELOW OR LUS25 HANGER ON 1M131/4-TAPCONS @ 16' O.C. ALTERNATE HANGER Q EACH SIDE MAX. FOR MASONRY WALL) RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4' O.S.B. W/0.131".2-12' NAILS Q 3- O.C. TOP AND A35 @ EA STRINGER BOTTOM CHORD TO LANDING FLOOR SYSTEM PER SEE ARCHS. FOR MAX FRAMING PLAN TYP. RISE OF STEPS AND MIN. TREAD DEPTH PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2112 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2HUC210-2 VW (18) 0.162 x 3-10 NAILS TO LEDGER/SUPPORT AND (10) 0.148' x 3' NAILS TO (2)202 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"X31W TAPCONS TO CMU AND (10) 0.14W x 3' NAILS TO (2)a112 SYP#2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W#(2) 0A 48' x 3-1/4' NAILS Q 1W O.C. (3) 0.162 x 31l7 TOENAILS HENDINIGHT AND PLAN HEIGHT. N L/y LAYOUT. HEADER EADE WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2xl2 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE @ MID-SPANSUPPORT A A INFORMATION. A34 @ EA STRINGER TO LANDING 2x JOIST (P.T. IF 2X ATTACHED TO ATTACHING TO MASONRY STRINGER (2) 202 SYP#2 BEAM WALL) CONT LEDGER w/ I I PER SCHEDULE @END (3) 0.162"x 317 NAILS@ I I OF LANDING FOR IT O.C. MAX TO EACH 2x125TRINGERS ONE I111 STRINGERSTO STUD.((2)1/4'x31/4' ON EACH SIDE AND 11 1 1 CONNECT TO. BEAM TAPCONS Q "'"0 C. ONE Q MID -SPAN I I I I TO BEAR DIRECTLY ON MAX. FOR MASONRY I I I BUILT UP COLUMN WALL) I I I / BELOW. A35 CONNECTION I I I WOOD OR MASONRY WALL SEE PLAN FOR 2.8 P.T. SPF #2 (MIN.) LET4N MORE INFO FASTEN TO SLAB USING MIN. (3) 2x4 SYP 02 MIN. (6)1/4'x3-114' EVENLY COLUMN 2x JOIST PER SPACED TAPCONS @MIN. SCHEDULE END DISTANCE OF 1-12' 2. P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN (S_T_0.1 GENERAL LANDING & STAIR FRAMING INFO"' BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STARS AT LANDING BEAM (n SYP) JOISTS (R SYP) MAX WIDTH OF LANDING 124Y OR LESS 12) 202 NOTE 1. STAIR TREAD AND RISER CONSTRUCTION SWILL FOLLOW THE MINWW CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDMCf! OFTHE FeC. 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE SEAM. NAIL 2)PLY BEAM TOGETHER USING (3) 0.148' x -/P NAILS AT W O.C. 3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETAIL MIOR TO CONSTRUCTION. 2x4 CONT. TOP PLATE 3J4' ATTACH TOP PLATE TO 214 02 SPF STUDS @ SEE ARCH P4FL-R STUDS W/ (2) 0.167 x 31? 3% 2x4 CONT. TOP PLATE 2q• p,p. MAX. 4'-0" AB TOENAILS (ATTACH TOP PLATE 2x4 i2 SPF STUDS • 24' 3- STUDS WI (2) 0.167 x 312 O.C. W/ (2) 0.148' x 3.1W TOENAILS 2.6 VERTICAL Q 6'-0' NOTCH SILL PLATE TOENAILS BOTTOM O.C. MIN. AND ®ANY FOR VERTICAL 2.4 SILL PLATE w/(2) SILLAND 2,4 12 SPF STUDS @ 2C OPENING. WAN 0.148' x 3' NAILS Q 4NOTCH FLOORINGVERTICAL O.C. EVERY OTHER HANDRAIL KNEEWALL O.C. (NOTCHED Q bPLYWOOD STUD TIS BE ATTACHED 2xL-BRACEW/0.148'x LOCATIONTOALLOWVERTICAL TO SLIDE DOIST TO NOTCH FLOOR31/4'NAILS TO (JOIST BELOW @4'O.C.FACE OF (JOIST SHEATHING TO (OTHERWISEATTACH ACCOMMODATE 2x W/(2)0.148'x31W ATTACH 2B VERTICALTOENAILS @ BOTTOM) 2x6 VERTICAL ANDTO WOIST VW (3) Y.'x 3"L-BRACE @ 6'-0' O.C.SDWOOD SCREWS 2x4 SILL PLATE W# (2) SECTION x 1L Q ANV OPENINGEQUALLY 0.167 x 312" TOE NAILS 2X4 CONT. TOP PLATE ATTACH TOP PLATE TO 3} I I -1'-t 4ib• SPACED/CENTERED IN WOIST TO OUTSIDE •B • EA CONS. BRACE 8 0.148' 3'OR LS TO STUDS WI (2) 0.187 x 312' FACE OF JOIST SHE THING FLOOR SHEATHING TOENAILS 2z412 SPF STUDS @ 24- DOUBLE I JOIST PARALLEL TO FLOOR ATTACH 214 TO (JOIST O.C. W/(2)0.148-X31W R.1.s. W/(2)Yx3"SDS TOENAILS BOTTOM 3}" SCREWS EQUALLY SLICE CUT PLYWOOD 2.4 CONT, TOP PLATE SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO 4I� SEE ARCH PLAN PLAN IN (JOIST STUDS W/ (2) 0.162' x 3-10 MAX 4'-0' ABOVE FLOOR 2x4 12 SPF SILL PLATE TOENAILS X I X 8" WOE WEB STIFFENER Q 48' O.C. W/ (2) 0.148' x 3' NAILS 2x4 #2 SPF STUDS @ 24" PE1iPENDICULAR TO FLOOR (Q EA. BRACE) w/ (2) @4"O.C. O.C.W/(2)0.148'c31M' I 2.4 SILL PLATE W? (2) ROWS OF 0AW x 3" TOENAILS BOTTOM I 0.148' x 3' NAILS @ 4' NAILS @ 7 O.C. NOTE: O.C. (NOTCHED @ 2x6 STIFFNER TO BE AP (I EASON L SIDE O STRAP (1 EA. SIDE OF STRAP NOTCH SILL AND VERTICAL LOCATIONS). FLUSH w/ OUTSIDE OF STUD) EVERY 48' O.C. PLYWOOD FLOORING TO ALLOW VERTICAL BOTTOM CHORD FLOOR BEAM CON0rnoN TO SLIDE DOIAN TO FLOOR BEAM SEE FACE OF IJO ST PLAN 2x6 VERTICAL AND e ATTACH 2xVERTICAL L-BRACE @ S'-T O C. & TO (JOIST WV (3) x 3' @ ANY OPENING _. ST02 SECTION HANDRAIL W/ OD SCREWS W EQUALLY 2• (JOIST SEE PLAN �'�L FLOOR BEAM CONN. SPAST TO NT SIDERED IN (JOIST TO OUTSIDE SMJI F.3W-1.41' FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR MAKE PANELS WDTH OF ELEVATOR DOOR MIN 8' BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS FLOOR RIMBOARD 2X6 i2 SPF JOISTS @ 17 O.C. W/(3)0.167X31l7 END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDTIONAL BEARING WALL INFORMATION ST04 ELEVATOR TEMP. FLOOR w +,;i��s#g4ASNq. � 2 wo W Z w (J • a F� i� • 41r. O � • PARTY WALLOR CONTRACTOR TO 0 O ELEVATOR WALL SEE CONSTRUCT PANELS PLAN TO SLIDE INTO THE J ELEVATOR SHAFT - 2 TMRU DOOR OPENING, i MIN, 7/16' SHEATHINGVJ/ 1 3 2 WIDTHS MAY VARY. w RSRS-01 (0.131-4J/B) g PANELS 1 AND 2 TO BE RING SHANK NAILS QB" i INSTALLED AND O.C. ON EDGE AND 12" SHIFTED OUT TO O r O.C. IN FIELD ALLOW FOR PANEL 0 0 (WHICH IS LONGER) TO ATTACH PLATFORM TO BE INSTALLED LAST p o w LEDGER VA I/4'X 31Q' PLATFORM LAYOUT ANDWILLAID LOCKING w SOS ;CREWS@17 EVERYTHING � 00 Q O C. ON ANGLE TYP. TOGETHER. MIDSPANBLOCKINGW/(2) /� y/ 2X6 02 SPF CONT. 0.148' x 31/4' TO NAILS O - ¢ ¢ J Q LEDGER W/ (2)1/4-X r • j QN 310 SOS SCREWS @ O.C. MAX INTO w LL W 16' STUDS OR FLOOR 2X6 #2 SPF RIM BOARD w r W/(3)0.167 z31/INAILS Q SYSTEM TYP. EACH INTO JOISTS O W END UNDER g 2: -J Z PLATFORM 0 ¢ T 2X6 #2 p p SPF @17 j O.C. F w b W LU = 2 � j MIN 7n6'FLOOR PLATFORM DETAIL z SHEATHING SCALE: 3W -1'a MIN. 7/16' SHEATHING W/ RSRS-01(0.131'x2318•) PARTYWALLOR RING SHANK NAILS 06- ELEVATOR WALL SEE O.C. ON EDGE AND 12' PLAN O.C. INFIELD ATTACH PLATFORM TO LEDGER VW 1W X31r2' SDS SCREWS Q 17 O.C. ON ANGLE TYP. FLOOR SYSTEM MID SPAN BLOCKING W/ (2)0.148' z 31/4' TOENAILS 2X8 92 SPF CONT. LEDGER 1/W (2) 1/4" X 312' SOS SCREWS Q RIMBOARD 16" O.C. MAX INTO 2X6 #2 SPF RIM BOARD - STUDS OR FLOOR W/ (3) 0.167 x 312" 2X6 82 SPF JOISTS @ 17 SYSTEM TYP. EACH NAILS INTO JOISTS O.C. W/ (3) 0.162"x 312' END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION zlnx as MIN 7/16-FLOOR PLATFORM DETAIL ST05 ELEVATOR TEMP. FLOOR SHEATHING SCALE 3W-1•d 2X6 #2 SPF @ I7 O.C. p�p zo H4 F CwF �F 3 _ jgk Oa$ <; E� T ik 11 NCTURAL END: TH FTRq: STRUC: DP CHECK CC No. STAR-17115 AS INDICATED E: 0820r23 ST1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.