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HomeMy WebLinkAboutDaerr Ridge Stmm W1 IV MiTek' RE: TTH126-132 MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Site Information: Customer: Starligght Homes Project Name: TTH126-132 Lot/Block: 126-T32 Model: 7 Plex Address: . Subdivision: Tyson City: Zephyrhills State: Florida 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, dated 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 T30641470 C 1 A 5/25/2023 21 T30641490 T11 5/25/2023 2 T30641471 C3A 5/25/2023 22 T30641491 Vol 5/25/2023 3 T30641472 CJ 1 5/25/2023 23 T30641492 V02 5/25/2023 4 T30641473 CJ3 5/25/2023 24 T30641493 V03 5/25/2023 5 T30641474 EJ5 5/25/2023 25 T30641494 VO4 5/25/2023 6 T30641475 HJ5 5/25/2023 26 T30641495 V05 5/25/2023 7 T30641476 T01 5/25/2023 27 T30641496 V06 5/25/2023 8 T30641477 T02 5/25/2023 28 T30641497 V07 5/25/2023 9 T30641478 T03 5/25/2023 29 T30641498 V08 5/25/2023 10 T30641479 T04 5/25/2023 30 T30641499 V09 5/25/2023 11 T30641480 T04A 5/25/2023 31 T30641500 V10 5/25/2023 12 T30641481 T05 5/25/2023 32 T30641501 V11 5/25/2023 13 T30641482 T05A 5/25/2023 14 T30641483 T06 5/25/2023 15 T30641484 T06A 5/25/2023 16 T30641485 T07 5/25/2023 17 T30641486 T07A 5/25/2023 18 T30641487 T09 5/25/2023 19 T30641488 T10 5/25/2023 20 T30641489 T10A 5/25/2023 This item has been electronically signed and sealed by Velez, Joaquin 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 %%01 11 t r lli l l,,��� based on the parameters provided by Builders FirstSource - Plant City. % op�CLOIN VF�� Truss Design Engineer's Name: Velez, Joaquin�..���C E N My license renewal date for the state of Florida is February 28, 2025. Florida COA: 6634 No 68182 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. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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. �-33 ' STATE OF .' 41/ . .0R� Cam. 1111111100 Joaquin Velez PE No.68182 3lrrek Inc. DHA MiTek USA FL Cert 6634 16023 Swingle, Ridge Rd. Chesterfield, NIO 63017Dow May 25, 2023 1 of 1 Velez, Joaquin INDEX U + ,, (_Sc LOT 126 - PULSAR'OR' 5 OP 1. FL0.1SLAB J FL1.12 FLOOR PLAN *Or FL 1.12.1 ,r PLOGR PLAN OPTIONS FL4.12 SECTIONS FL 5.12 ELEVATIONS D' LEVATIONSO' 2. FL5.13.11 ROOF PLAN'O' 3. FL 6.12 UTILITY PLANS'Cr I ( ^ 4. LOT 127 - PULSAR 'LR' `e p�(///rJ 5_ FL 0.1.8 SLAB PLAN L' I'�//; �I 6- FL /.9 FLOOR PLAN �� ✓ G rr I / 7, FL 1.9.1 FLOOR PLAN OPTIONS 111 FL 4.9 SECTIONS 6 FL 5.9 ELEVATIONS 1: O lp FL 5.133 ROOF PLAN'L' FL 6.9 UTILITY PIANS'L' b 9. LOT 128 - PULSAR'KR' 'zA 10. FL 1,8 SLAB PLAN N' f l FL 1.8 FLOOR PLAN N' FL 1.8.1 FLOOR PLAN OPTIONS FL 4.8 SECTIONS FL 5.8 ELEVATIONS IV ' 1J FL .13.7 ROOF PLANK' 6 FL .8 UTILITY PLANS YC t LOT 129 - PULSAR'A' FL 0.1 SLAB PLAN'A' -T-� �,f�Y V FL 1.1 FLOOR PLAN1 /f 7 " 12. FL 1.1.1 FLOOR PLAN OPTIONS I V FL 4.1 SECTIONS FL5.1 ELEVATIONS'A' 13. FL 5.13 ROOF PLANN ` FL6A UTILITY PLANS'A' 14, LOT 130 - PULSAR 'MR' FL 0.1.9 -SLAB PLAN M' FL 1.10 FLOOR PLAN M' FL 1.10.1 FLOOR PLAN OPTIONS FL 4.10 SECTIONS FL5.10 ELEVATIONS M' FL5.13.9 ROOFPLAN'M' 15 FL6.10 UTILITY PLANS'M' LOT 131 - PULSAR'B' 16. FL 0.1,1 SLAB PLANS' FL 1.2 FLOOR PLAN 13' Ff. 1:2.1 FLOOR PLAN OPTIONS F14.2 SECTIONS - FL5.2 ELEVATIONS'B' FL 5.13.1 ROOF PLAN'B' FL 6.2 UTILITY PLANS'B' LOT 132 - PULSAR 'N' 17. FL 0.1.10 SLAB PLAN N' FL 1.11 FLOOR PLAN IN'18. FL 1-11.1 FLOOR PLAN OPTIONS FL4.11 SECTIONS FL 5.11 ELEVATIONS N' FL 5.13.10 ROOF PLAN'" FL 6.11 UTILITY PLANS'N 19. 7-PLEX BUILDING - A A 0.1 SLAB PERIMETER PLAN 7-PLEX AO 1.1 0.1.1 SLAB PERIMETER PLAN 7-PLEX A 1'1 FIRST FLOOR PLAN 7-PLEX A 1.1.1 FIRST FLOOR PLAN 7-PLEX 20. A 2.1 SECOND FLOOR PLAN 7-PLEX A 2.1.1 SECOND FLOOR PLAN 7-PLEX 21 A5.1 ELEVATIONS 7-PLEX A 5.1.1 ELEVATIONS 7-PLEX A 5.1.2 ELEVATIONS 7-PLEX A 5.13 ELEVATIONS 7-PLEX A 5.1.4 ELEVATIONS 7-PLEX A 5.1.5 ROOF PLAN 7-PLEX A 5.1.6 ROOF PLAN 7-PLEX DETAIL SHEETS D-1 DETAILS 0-2 DETAILS 03 DETAILS D-4 DETAILS D-5 DETAILS GENERAL NOTES: CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO THE BUILDER. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH 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 APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL FLANGE F -1 INCHES HALL BE PROVIDED S S C U T CAL ATTACHMENT LA GE 0 3 /2 C S S 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 THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER (2020). SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. 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. - 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. ASPHALT SHINGLES (IF APPLICABLE): 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 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 WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 486kfYPE 11 OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZON i AL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANC ITH SECTION R905.11. TERMITE TREATMENT WILL BE DONE USINGSENT CON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL RELATED SUB SECTIONS. UTILITY EASEMENT: USE OF THE SUBDIVISION FO TILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS DECI ATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL EASEMENT OVER, UPON AND UNDER THE LOTS (INOLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE MANNER. 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 ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 7.11.4.1 THRU 7.11.4.4 AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION 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 EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR 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 OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES ANY OTHER PIPING OR DUCTS NOT CONNECTED T THE APPLIANCE BEING INSPECTED,ERVI ED REPAIRED R REPLACED. A LEVEL ,OR U S OSERVICED, O 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. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26 GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3, THIS PROJECT MUST COMPLY WITH: 2020 FLORIDA BUILDING CODE RESIDENTIAL - 7TH EDITION, FLORIDA FIRE PREVENTION CODE 7TH EDITION (THIS INCLUDES THE FLORIDA SPECIFIC EDITION OF 2018 NFPA 1 UNIFORM FIRE CODE, AND 2018 NFPA 101 LIFE SAFETY CODE). NFPA 10, 2018 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS. NFPA 13D, 2016 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE- AND TWO-FAMILY DWELLINGS AND MANUFACTURED HOMES. NFPA 70, 2017 EDITION, NATIONAL ELECTRICAL CODE. NFPA 72, 2016 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE. NFPA 90A, 2018 EDITION, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING 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. O CUP N Y� RESIDENTIAL - R3 CONSTRUCTION TYPE: VB-PROTECTED, SPRINKLED TYSON 7-PLEX A LOTS 126-132 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME I AREA NAME I AREA FIRST FLOOR 1588 SF FIRST FLOOR 14858 SF SECOND FLOOR 1798 SF SECOND FLOOR 16525 SF HEATED 1386 SF HEATED 11383SF GARAGE 226 SF GARAGE 1771 SF PORCH 32 SF PORCH 249 SF PATIO 1 COV. PORCH 80 SF PATIO / COV. PORCH 1640 SF UNHEATED 338 SF JUNHEATED 2660 SF ALL WORK SHALL COMPLY WITH F CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES nJ i, z CM W ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: Th s drawin s ar e e e e th 9 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 2023 Starlight Homes I LAST REVISION I SHEET NO: T-1 i� WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT �.. AS NOTED CN PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/MOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2- GYPSUM BOARD. GARAGElHOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER SW TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" S0.1D 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 (2512-X54" SIZE) 9 TEMPERED SAFETY GLASS i, HALF WALL, HEIGHT AS NOTED i4 TUB -SHOWER COMBO i6 SUDE-IN ELECTRICAL RANGE W! HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS 4 d LOT 126 1 La.1 R e'-23/4' 8-6 V4• WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR I LOCATION 3050 SH 3050 SH ' EGRESS I �I I I WIC OWNER'S R S 'I n BED I I 6•-r' cLG. I � I I O. BA o � z•-ate' ,o•-alrr h 2468 7112- 5'-512' 9'-212' I 5W8 DN' in a it .4r 01 2468 I -- 1 8 HVAC I m n� 14 VANITY BA 2 ,o r-312 8'•1" CLG. � Iv ' " Z. -,- WIC�o m 2468 o � H � 2488 5'-312" 4'-812" T-10" I BED 2 BED 3 8%1"CLG. 8'-7"CLG. I P� 4F 'EGRESS 'EGRESS. 4'-912' o n a'-11- 4'-1 n7c1 5'-312' WALL OF ADJACENT g.7712" UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 7 12" SECOND FLOOR PLAN ELEV 'O' 1/4- . 1'-0" AT 2rX34" LAYOUT 1/0' - 1'-0" AT 11" X 17" LAYOUT R 1 a.1 19.8" r. VERIFY 31/2' 10'-U' 9'-412" PATIO AfC 4'-71/r 8'-1012' 6•-r S. .G.D. 3050 SH 3050 SEE OPT. ATRIUM ON SHEET 1 / FL 1.12.1 FAMILY RM 9' 1" CLG. -6 Irz 9'-912' T-912" T-612' a 2868 HANDICAP ACCESS-- 2888 PL7R-' t KITCHEN I ,s I �_� _ REF = O i42' 11 iv SLOPING uP GARAGE O ENTRY 9'-,"CLG. r` SOFFIT, SEE EXTERIOR ELEV 9 SH 2'-1 12' 3'-6' 2'-5 j1r PORCH 8070 SECTIONAL 1 V-7" B'-T I T-B• FIRST FLOOR PLAN ELEV'O' L/ 1/4" .1'-0" AT 22"X34' LAYOUT 1/8' . 1'-0" AT 11' X 17" LAYOUT LOCATION IN FIELD ALL OF ADJACENT b NIT, SEE COMPOSITE d. RAWINGS FOR OCATION I .I I LINE OF CUPPED CLG. n4 WALL HT. WALL f LQ F< WALLOFADJACENT 71/2'UNIT, SEE COMPOSITE DRAWINGSFOR LOCATION # h J � 0 Q ISSUE DATE: 06.01.2023 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. 0 2023 Starlight Homes LAST REVISION 0 Oa cc _! 0 0 Q O -.1 LL W J a SHEET NO: FL 1.12 rA FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL PROTECTED WITH ONE (i) LAYER 12' GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE i LAYER 5/S" TYPE GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE i 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 LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMEM BUT NOT LESS THAN 30'X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 2612"X54'SIZE 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHTAS NOTED 74 TU&SHOWER COMBO 16 SLIDE-W ELECTRK;AL RANGE W/HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS WALL LEGEND = Cz w FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION J 0 STONE VENEER AS NOTE O N PLAN HEIGHT _ AS NOTED ON PLAN Q BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight LOT 126 Homes dand are not tobe utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION a yr to•-o- PATIO �� V J. • P [ A � co a W M .�. T ti ,D OPT. ATRIUM DOOR 1/4" = i -0" AT 22"X34' LAYOUT 1/6' - 1'-0' AT 11" X 1 r LAYOUT O O 0 z a a o x � LL W _J a SHEET NO: FL 1.12.1 — w J i O Q ISSUE DATE: M01.2023 FOR REVIEW REVISIONS: LOT 126 12 12 5� �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 the builder. 9) 2023 2NQ Ptl Starlight Homes �FL4�0BHT, — — — — — — — — — — — —_ —_ OWNER'S LAST REVISION BED 2 BED 4 T S/RfrED I `t � _;PID FLOOR FIN. FLR_ — — — — — V '..'•••• • � 1ST FLOOR PL. HT. — — — — �!0 w _ ENTRY U m� — MAINTAIN Mttd, 17R�0'-713132" `._.=r 6-8'HEIWTATFRONT Fi.QOR FIN. FLR 11 OF WATER CLOSET BUILDING G SECTION 'O' N -0" AT W'11 LAYOUT 1 /e" -1'-0" AT 11" X 17" LAYOUT 0 J LU w W _J a SHEET NO: FL 4.12 ELEVATION KEYNOTE LEGEND E2E4 IMASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 �W SOLDIER COURSE ES JROWLOCKCOURSE E7 iFYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 IC07SION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST CBE INS7AL.LE ) AT ALL ROOF/WALL INTERSECTIONS E12 IFIBER CEMENT SHAKE SIDING PER DEVELOPER W1514x4 CORNER TRIM BOARDS E13 IFIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E15 iFIBER CEMENT PANEL SIDING W7 IX3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E/8 IX FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 (FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN. SIZE AS NOTED 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. ND FLOORPL.HT. — Q�_2ND FL. Wm- HT 2ND FLOORFIN. FLR. 1 T F PL,Jj,L,_ _ 1STFLwoW.HT _ LEFT ELEVATION 'O' 22"X34" LAYOUT 1 V = T-0" AT 11" X 17" LAYOUT LOT 126 � 2ND FLOOR PL HT._ 2ND FL. WDW. HT. _ i6 E /ti 2ND FLOOR�LR. . VV 1ST FL WDW. HT. _ 1ST FLOOR FIN. FLR (1 2ND yDQF3�P .HT_ i7 2ND DEll Wow. � 2ND EL09R FIN. FI g � �_._7�T FL RPL.HT_ Q7ST FL WOW. HT. _ 1ST ELOOR FIN. FLR. FRONT ELEVATION 'O' 114" = V-0" AT 22"X34" LAYOUT 118" = 1'-0" AT I I* X 17" LAYOUT CD J � O Q ISSUE DATE: M01.2023 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. 0� 2023 Starlight Homes LAST REVISION , !a �sG 4J � o ~ o_ O J Q W J v W W J a SHEET NO: FL 5.12 rip C3 J O LOT 126 Q ISSUE DATE: 06.01.2023 FOR REVIEW 4.1 2" Hr REVISIONS: nG RAKE I AREA 1 ( I i These drawings are the I i property of Starlight y N1 I Homes and are not to be ( A i utilized for construction, or copied in part or in whale I without permission from the builder. © 2023 I Starlight Homes I I LAST REVISION t._... ..._.r l .:RIDGE E I i I �Ae �� •t° / • f ...... ... LL a R • C� ROOF VENT CALC. ELEV. 'O' Name Afea 11300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW �j , AREA i 846 SF 202.96 in= 405.92 in= � . i .�� R I 11 At�t! 1 I I (n p I LOMANCC D, INSTALL PER I LOCATION EBUILDE tanCNS, I Z - I LOCATXN4 fl BUILDER I Q O Q LL 6 1 �F _.. ......_ ...............y_._ _ ......_.--'--' 10'3' 9'-11' Is1 W PROOF PLAN 'O' a' 1/4' . 1'-0" AT 22"X34" LAYOUT IV - 1'-0" AT 11' X 1 T LAYOUT SHEET NO: FL 5.13.11 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHENA VAPOR BARRIERSHAVINGATRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING 1-PERM INSTALLED ON THE WARM4N• BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL 8E MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER � HIGH AND LOW BUILDING OFFICIAL. VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FOAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET 2020 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODE. PASSAGE AND ATTIC VENTILATON BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2020 FLORIDA BUILDING CODE. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE. DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: e ALL ROOF DRAINAGE SHALL BE PIPED TO 0 TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND STOP DRAWING TO THE BUILDERS GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW � DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. 0 LOCATE GUTTER AND DOWNSPOUTS PER 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAW RIDGE. CD J � O LOT 126 Q W 0ISSU DATE: FOR WP/GFI @ N PATIO AccoND. AC {a{JJ He / \h d -._.,W _..,.-_€C,- .. _ .:_-_......:.:,. _ , -( r WP/GFI ICI ` .. _ .'...b,..._._ -._. �. ... .""...�_L.., REVIEW 3 REVISIONS: $ WIC LO i FAMILY RM `. ;I 'J N Y cJ pqC BED � g 10-TV 1 —�• a � AN AS ,,GG,, REQUIRED PER I ,•["3A STATEAND LOCAL BUILDING �t ,A' E GA.. �_ \ , - -� These drawings are the property of Starlight S w � TT .. ,: -CODE -__ \ - F __ 1�} DLSHWASHER T Homes and are not to be y ,. olsPosAL --., _ K I -� f j - l utilized for construction, or in w F o .,HEN \ copied In part or whole PDR ? without permission from the builder. ©2023 GGFI ®/ MICROWAVE ( \ Starlight Homes l JI SERVICE ,. PANEL 4 _ ®1 LAST REVISION LL sp STANDARD ELECTRICAL BOX HEIGHTS F"F� / €E t / GI'O^ ;, , Oty,. RE�SwIT�CHT IFREQ of H/ id LAST SAVED BY: �':: TABOVE O LIGHT/ , 30A. ELEC. ' tt44 SWITCH�\ WATER HEATER / r--1 -SERVICE PANEL KEYLESS BELOW G1J� j = t IszEANDLocAT.- ��/ V WAk1G8WE LIGHT IN ATTIC, WHEN )^^^-- --^^^-•^---^' { \ REQUIRED I! SPER GARAGE / i ';� ! NS S ; i \ _ _ _ AND LOCAL CODE I "— �`% i4 ECTRIC METER EL TELEPHONE/ / rC�-1r// TELEVISION >? c [fit 3 KEYLESSV C-� 1�T I - / \. L.i�%E7'3 7 SERVICE BOX _ cEIUNG BI-D 2 l /GFI DOOR\ OPENER I ,^ W / \ N \ 3 �. 3P HGNVANRY . i g BASE CABINET ^ / \,`... WP/GFI O e SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 1O' FIRST FLOOR PLAN 1O' � C2 1/4' = 1'-0 AT 22 X34' LAYOUT = 1'-0" AT 11" X 17" LAYOUT 1 11. 1'-0' AT 22"X31 LAYOUT =1' 11" AT 11" X 17" LAYOUT `' z Uj NOTES: LEGEND: J - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 D EA WTIET © cweAEs G '� CEILNMJUNTED INCANDESCENT LroNr FI%IUNE FusNBGTTON swrtcN EILING �/ CFAN CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �wFAw WEAIHENFBOOF GFl DUFLExourLEr I lov sA1Ol� DETECraa �lJ\ lmovroE ADEouArE swronTl V , - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. n, KI GWIfWFAULT CMiGIrtJNTEGTWPiEA ca 1%\ WALLMp1NlE0lICM�DE4CBlf Cf WIBOWIpED M1D NrtER • FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE tABLED'SUITABLE FOR WET OR DAMP LOCATIONS." DURfX ONTIET f�l" W/BAT yNS." LxBrt TOItT� �.�, CELLYiG FIN WIIN WCANDESCENT IxBTr FaT1wE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE fP NxF.swrtcNED DIrvLEz aunET NECESWOWANDESCENTUDNT FLCTtNVE cce DErEcroN D UD Fl%T1� w,novnnED AND rcrrEn- / lmovmE ADEOIMTE st>PFDnT1 V CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. Ip as VWL ET � v� Q vw BATrENY CG - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIAmON(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �CTFD E WTFNIYEWTOE"EIBORI ~® DAS SfIFRY WGN VKVE O THEfWSTAT O r IA-orx;ED.AmcTwN eox - PROVIDE AND INSTALL GROUND FAULT CIFICUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 1 WµL svrrcN Ewuusr FulAxsNT �NaNATaN ® TELEw w re NosE eee +i - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. ryEW TO ExTEPoDPI TElEV50DN - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. • ALL ELECTRICAL i a MRMMAYSWrc 8 ELEGTPoCLETEN - +- v WAMA STu W 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 A NB J A M"AYSYATCH , LOW WLTAGE OUTLET FWOfl CENTLALRRx E v ELE1111 NEL TECH HNB SYSTEM y D4CGNNECTSWRCN J{ N W_ SCDNCE SHEET NO: PROVIDE • PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND COZ DETECTORS. UNITS MUST BE FL 6.12 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. I GENERAL FOUNDATION NOTES: I THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. SLOPE GARAGE FLOOR 7/6' 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 VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 73/4" MAX AT INSWING DOORS. TYP STOOP AT INSWINGSLIDER DOORS: 36' DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PEA 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• 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 ILINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE FOUNDATION WIDENS — AT SITE SPECIFIC CONDITIONS LOT 127 1aa• 3 1f2' 10'-0' 1Y-4 72" 11 PATIO SLAB w a w O a rn iQ a• -- 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 I\ BEARING WALLS PRIOR TO POURING OFCONCRETE. sr r-tt 1 r-101rz• r-s ' r 0 +" • q m _ o r-tt ARAGE SLAB • 1/r REINFORCE PER LOCAL /i, CODE AND ENGINEERS SPECIFICATIONS F2 _ a n O C w1 y s• tn•-r ev F - 6' CURB AT EXTERIOR w GARAGE WALLS, SEE b STRUCTURAL O a rn I e a 1r 6-0 r-r PORCH SLAB 1'-71? 11•-r 1'-7 yr 8'-t' REINFORCE PER LOCAL 191$" CODE ANO TENGINEERSIOS SPECIFICA 71/ N711r- SLAB PLAN tL,6"si 0"AT it'X it tAVOUT CM J � O I Q ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes I LAST REVISION I T OWT11110111% Cl)V♦ J �.. Z O a J a J m J Q to x W J a SHEET NO: FL 0.1.8 V� e FLOOR PLAN KEYNOTE LEGEND t HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GAfiAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5/6" TYPE'X" GYPSUM 80AR0 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE i 3/6' SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1!Y' 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 90"X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 26 1/2'X54" SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS WALL LEGEND BE FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION J 0 STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: These drawings are the propLOT 127 Homes esandrty of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION R a yr 10•-0" ,s j%IIII/ly*4 WALL OF ADJACENT - ti� TSAV BYr� UNIT, SEE COMPOSITE _ PATIO LOCATION FOR , 4'-71/2' 6'A' 0` O • III �� ••� _ • III, OPT. ATRIUM DOOR r 1'-0" AT 22" ; LAYOUT N6" = 1'Ar AT 11" X 17" LAYOUT ®a ,jss* P "�ia�r>w ,tlat O O Z Q J a O x J W _J a SHEET NO: FL 1.9.1 Cm w �E �° Q F— ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOT 127 12 12 �5 These drawings are the property of Starlight 5� Homes and are not to be utilized for construction, or copied in part or in whole ROOF TRUSSES PER STRUCTURAL ENGINEER without permission from the builder. ©2023 Starlight Homes (�_2dQF640B PST. — � zND FL V W. HT. _ _ _ _ _ _ _ _ _ _ _ _ LAST REVISION OWNER'S BED2 BED § m TsAWD rlil�•Bi�.* 2ND FLOOR FIN. FLR. _ _ _ _ _ `� i ST FLOOR PL. HT. WDWS AT END 1ST FL_WDW. HT. _. _ _ _ _ — _ I11111C 1NDLTION— b O r ENTRY w r FAMILY RM - • �� • • e 3 � _ -MAINTAIN MIN. 17R0'-713132" �. _ -� 8'-8'HEIGHT AT FRONT ��FLQOR FIN. FLR— I I OF WATER CLOSET �.I ' � P ` BUILDING SECTION 'L' LAYOUT 1/8- =1'-T AT 11' X 17' LAYOUT O p Z O H U W J a SHEET NO: FL 4.9 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8' SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, S� AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFAVALL INTERSECTIONS Ei2 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/S/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W! 1X3 BATTS AT i6' O.C. (VINYL BOARD AND BATTEN SIDING Ei6 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED Ell FALSE WOODNiNYI SHUTTERS, TYPE AS SHOWN. SIZE AS NOTED x CM J f 0 LOT 127 N I ISSUE DATE: FYPON }I BKT.1 zx16 06.01.2023 FOR 78 FASCIA REVIEW 16 FRIEZE 12 12 REVISIONS: FLOOR PL. HT.— �J 5❑ — ❑8 — — Q�� FL WOW. HT. E7 ❑ ❑ x WU E16 o E16 N �18 12' FLOOR FIN. LA. — — "FLOOR PL. HT.— — — These droarl the Qom— T FL WDW HT — property off Starlight V — — Homes and are not to be E16 6" - utilized for construction, or ® copied in part or in whole ❑ 8-®i without permission from LL a 1 the builder. ©2023 12 ❑ y Starlight Homes LAST REVISION 1ST FLOOR FIN. FLA. FRONT ELEVATION 'L' ���►irils;..4 1/4" .1'-0• AT 22"X34" LAYOUT 1/8" . i'-0' AT i 1" X 17" LAYOUT _. ST WED. * = EGRESS �� s r' ALL WINDOWS WHOSE OPENING I$ LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN w 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 7� t` Ei6 � ��� � 1 l • �h�1 A 1V Ll a• � (1- 2Np FLOOR PL HT — — 1 FASCIA — — — — O IJ(1 NJD F�. WOW. O �% ❑ ❑ - - i > w _ o � W b o J W * � o D FLOOR FIN. FLR. LU 1ST FLOOR PL HT_ ..-. ".. _ _. —. — — TFL.WDW.HT.— qI 15T FLOOR FIN FI.R. �l SHEET NO: �, REAR ELEVATION 'L' FL 5.9 �-% 1/4' =1'-0' AT 2TX34" LAYOUT 1/6' _ 1'-0• AT 11"X iT LAYOUT x CZ * N LOT 127 Q U W Z '^ VI ISSUE DATE: ac coPrNo � H(3 PATIO �- WP/GFI ❑� -a w.� s��� .... ., -, em 06.01,2023 FOR REVIEW REVISIONS: VA o WIG AP, ICY RM WNERS 0 P QE D QZo AN AS - 7EQUIRED PER + -\ O.,1 ATATEAND C �� H �, r3 Ca•f;OCAL BUILDING > I ooE These drawings are the Starlight x " property of � ...�:I \ Homes and are not to be 1 DISHWASHER � t I \ q ? DISPOSAL FKITCHEN � c utilized for construction, or copied in part or in whole e -two without permission from l t o- GFIr MICROWAVE �E the builder. © 2023 Starlight Homes a? VAC ) a SERVICE PANEL L ' = ®� LAST REVISION z RiUMP / ©.; STANDARD ELECTRICAL BOX HEIGHTS t) REQ �' k : (7G7 SWITCH ABOVE 7oucrin SWITCH - \ 30A. ELEC. € 5/ KEYLESS BELOW WATER HEATER / \ ! {SERVICE PANEL - i'_ # SIZE AND TON LAST SAVED BY: LIGHT IN - GARAGE\i PER BUILDERS / ATTIC, i a 6PECA. IFICATIO NS WHEN\ / wnuGs%+E - REQUIRED ' + S / n t ELECTRIC METER TELEPHONE/ / TELEVISION N KEYLESS SERVICE BOX $ R !—_-"�ENTRY M Inn / S BED { GFI DOORS } -.0II / OPENER \ f i / \04 \ �- 3 / \ ........_._.__._� ... WP/GFI jD•N%iH VANDY q p BASE GBINET CIO`) V/7 NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES /' \L J F OVER BATH CABINETS OVER KITCHEN CABINETS r, SECOND FLOOR PLAN 1L1 r, FIRST FLOOR PLAN U 1'-0' AT 22'X34" LAYOUT : 1'-O' AT 1I' X 17' LAYOUT 1/4' = T-0' AT 22"X34' LAYOUT = V-0' AT I V X 17' LAYOUT W NOTES: LEGEND: J • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES 0 olx'tExwTL£r ® anMEs \w�Y�\,v//n��� • PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL -� cEx.ax3 MouNTED WGNDESCEM C/ cE+urm FAN WEATHERPROOFGFIDUPLEXO T LKiM Fl%TURF PUSNBUTfON SWITCH (PROVIDE ADEODATE SUPPORT) 0. CODE (NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, 4}+/^xir, �` \� ' • ALL EXHAUST FANS SHALL HAVE SACKDRAFT DAMPERS. Dr:l OigUNO{AUIT WRCWT-RJTERRUPTER L', ++ICY SM.D DETECTOR WAIL MOUNTED RM.ANDESCENT yg HARDWIRED ANDIMEH- DUPIE%OUTLET CONNECTED W/BATTERY LGHTFIMFIE NCNIDEBCENI' • FANA.IGHTS M WETA)AMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS' �TFlZT� RAac.UP uDHT R%tURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE (} 1u1F-SwrtCHEO DUPLE%ouTlEr y RECESSED RICANDESCENT LIGHT FORIME' = DETEDT� �ROWDE bE0UA1E SUPPORTI -I^P} �I CEML N MOUNTED LED F-E NARDWIRED AIID MER- CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. t �N' Md MT° T IVPI-Y' P ® W NNEECCTED W/ BATTEIW • 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 COZIES. Q EXHAUST FAN WENT TO E%TERaR) THERMOSTAT �® DM SUPPLY WTTH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL 0 REF+FORcm AmcTION mx CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. d., ® TELEPNDNE re How 9�B t WALL SNATCH {� El6NUSTFAWLN.HTODMBDA_ t - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. T rvEM IOE%iQUDRI © TF3EV610N - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 1 X THREEY/AYSWITCH - +M• WATER SR1801R 8 ALLELECTRICAL AND MECHANICAL EQUIPMENT FURNACES, A/C UNITS, ELECTRICAL PANELS. SANITARY SUMP PITS, t�p11 ELECTRk METER ( t FOURWAY SWRCH Ipi FIUORESCEMI+DM R%TIRff DRAM TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. � v ELECTRx; PANEL SHEET NO: - PROVIDE POWER. LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S , Lowva.rADE ouTLET TECH HUB SYSTEM Dlscore+ECT svATCH wAu smNCE NSTNICTIONS WRITTEN�� - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE �-� HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. CD J � 0 Q ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOT 128 ,z ,2 These drawings are the property of Starlight 8� �s 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. @0 2023 Starlight Homes LAST REVISION 2 FLQ_oR a� HT — — 2NO FL. WOW. HT. BED 2 OWNER'S BED O TSA}� 2NDFLOOR FIN. FUR._ i\ 1ST FLQ4RPL.3�S� ITTTFL. WOW HI'. W ENTRY ; < r, = FAMILY RM ', 3 MAINTAIN MIN. ttR @ O - 713/32" , 8'-8' HEIGHT AT FRONT / OF WATER CLOSET 1S7 FLOOR FIN FLR. _ _._. '. w T� W Ui Z BUILDING SECTION 'K' iR" .1'-0" AT 22-13 ' LAYOUT 1/S . 1'-0' AT 11" X 1 F LAYOUT O J _0 I'— W .J a SHEET NO: FL 4.8 LOT 128 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6' 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 ROOFAJALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1 X3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING E16 1 IX FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS TYPE AS SHOWN SIZE AS NOTED * = tt"ah tbS 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. 7 2N0 FLOOD Q1ST F.0 11 Q1ST FL. WOW. i ST FLOOR FI M." rmm FRONT ELEVATION 'K' 1/4" . P-0' AT 22'XW LAYOUT 1/6' = 1'-0" AT 11' X 17" LAYOUT REAR ELEVATION 'K' 114" . V-0' AT 22'X34" LAYOUT I1T = V0" AT 11' X 17" LAYOUT 0 CM J i 0 Q ISSUE DATE: 06,01.2023 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. 02023 Starlight Homes LAST REVISION f SHEET NO: FL 5.8 x C3 --- _ - LOT 128 ° Q ISSUE DATE: 06.01.2023 FOR REVIEW L 4.8 r REVISIONS: HT TIG RAKE oa If f l; AREA1 f I [I ! These drawings are the property of Stadight Ni Homes and are not to be j ( j utilized for construction, or f copied in part or to whole i without permission from the builder. © 2023 -- _'— .......... _ __ .. _.._.._. Starlight Homes E ' LAST REVISION I i RIDGE=�'��i111y�Yi. iY ST ED 4 ••••qor f • !� I �L � ILU LOMANCO 77 ALL PER" I _ € a ["tAANUFA R.ISTRUCTION I ', LOCATION PE BUILDER , Nam ROOF VENT /300 RATIO AT HIGH 1, �50 T CALC.ELEVOATHKiHBLOW AREA 1 846 SFrea 12D2.96 ul' 1405.921M 1 r Q f J 0 a LL - I O I _ Q uw Nw ROOF PLAN 'K' 1l4" = i'-0" AT 22"X34" LAYOUT 1B' =1'-0' AT 1 P X 17' LAYOUT SHEET N0: 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY W(rH WHEN A VAPOR BARRIER LS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT IXCEEDING i-PERM INSTALLED ON THE WARM -IN - BE USED FOR MWIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED x C� - N LOT 128 J � Q U Z O 3 WP/GFI ® m I A/C COND. o P—A•�-I0 � ac � i { WRIGFI ISSUE DATE: 06.01.2023 FOR .._.e. _ REVIEW REVISIONS: WIC; I ( ® I Oklt�t'1Lgg--.R� Y Rry s� FAMILY ( ._i.. .J �. KE 44YY H - AN AS F REQUIRED PER ' STATE AND LOCALBUILDING CODE t B i These drawings are the of Starlight 7 I' \, , }_, .... _. :: -.�_' _-- ' 8 I \ DISHWASHER "r` DISPOSAL \ K i i C i E v �. property Homes and are rat to he utilized for construction, or �a k 4 § ® i I ? I !; copied in part or In whole § $Fr 11 MICROWAVE r \ without permission from he builder. © 2023 r �. ` j `GF+ SERVICE PANEL Starlight Homes ' I� }�°Pi.... LAST REVISION n "r� / 1' �0.Y RECI IF SWITCH/ 8 ABOVE i LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS d TO LIGHT/ _,- a 30A 0.EC '.� - 1 A, p r* •" KEYLESS I BELSWIOW ¢? \\ WATER HEATER ` I r SERVICE PANEL LIGHT IN -- e f j It SIZE AND LOCATION I f PER BUILDERS ';::LSPECIOCAL WALLG&NE ATTIC. — IGARAGE WHEN REQUIRED . q$ FICATIONS CODES / i /ham (" ` ELECTRIC METER —.. TELEPHONE/ TELEVISON KEVLESfi �. C4 ;., ID �� ,L/ � SERVICE OX ENTRY o \.. D!} I / OFI DOOR \ I I OPENER N i' WPfGF1 I / \ Y W MOH VA G.MMN -HET BASE / L---..- z g m - .. - - - .-::.:- a - ---"-- He NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR NC CONDENSER (NOT SHOWN)] SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'K' FIRST FLOOR PLAN 'K' J OVER BATH CABINETS OVER KITCHEN CABINETS (``I 1 III .1''AT22X34'LAYOUT .1',O'ATII"XITLAYOUT 1/4"=i'-0 AT22X34"LAYOUT .1'-0AT11'XITLAYOUT x W NOTES: LEGEND: J • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL wPLEzouTIET WEATHERPROOF OFIowIFx OUTLET ® CHwEs NOONT LE Ft ED EKANOEHCENi xm x1URE PusNSVrroH swrtw CE0.fY3 FAH (PO ADEOGTE suProRrl a. CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. {}YmuR G , - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. onpIHOFAULrcx+cur-wTEwvwrEn ��a HARRweIEOANowrER" • FANLIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." drlExaR�Tri —TEow/.rTEm EAG-U' �PLNS FMI WITH NCAM)ESCfHi "TFIX • ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE Ii HALF-sWTCHEO owExounEr y NECE83E0 NGNOESCEM LIOHf FIXTIPE = IX E m / \ - i9`} OH c9L.IG MOUJL® LEO FIXT111E � D AWWIC. V V RIiONOE ALE"AAPdITI CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. °II ' nm To T NPl=vAPORProoF ® COlnECTEO w: BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. aAacLw O EMHAORT FAH TO F"'® QAS SUPPLY WTfH VALVE (NFPA) - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI)AS REQUIRED BY NATIONAL ELECTRICAL Q wFORcm xACT�oN �x (YEW EXiE-d Q THFJAIO$fAT CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® TELEPHONE re HOSE 9IW • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. wAu swnal E"O T FANUGHTCp.IBINAl10N M ExTE 11 (VENT M © TELEvsxxi - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. +' n+ VAYsvmcH 8 1N•WATEP 6iU8OUT - ALL 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. - PROEM POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S ++ i FOUR-WAY SWITCH ® FLLxzIEscENr Lxurt RxfIME ELECTwc wETER 0 ELECTRIC PANEL SHEET NO: PROVIDEANDI , �W voLTaoE ourttr TECH Hu MTEAI i wscoM/ECT SW+TCH WAu cE - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.8 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. WALL LEGEND FULLHEIGHT 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 t HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 12• GYPSUM BOARD. GARAGEIHOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5!8" TYPE •X' GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE i 3!S• SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 72• GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS S 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 J2512"X54• SIZE 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 1 R. FL 4.1 fL' i Z-9" WALL OF ADJACENT UNIT, SEE DJACEN TE e'er i!4' 6'-2 374" DRAWINGS FOR LOCATION I� i 3050 SH 3050 SH ' r LOT 129 1 FL 4.1 VERIFY 2" R LOCATION IN FIELD WALL OF ADJACENT WALL OF ADJACENT UNIT, SEE COMPOSITE UNIT; SEE COMPOSrTC DRAWINGS FOR DR1,41Z FOR LOCATION LOCATION i I OWNER'S I WIC BED,, e•-I.,CLG. j F I I O. BA I 8'-1"•CLG. 1a-a,2• z-avr � o I I: 2466 DN an a� .42' „ 07 N T-2Ire s'-s yr 71/r I � 2468 " CHI I HVAC 181� i {�+y-�j1 f VANITY is 4. 2•-31 1•-0: BA 2 I " H N 8'4" CL Z l wlc I I - N v R I I' 5'-io• 3•ao• a•-s i2• sa 1Z I I � I BED 2 8'-1"CLQ BED 3 '.. 8'-,"CLG. I' J II ' s•-a,rr s•-s I I L "EGRESS "EGRESS WALL OF ADJACENT J 51-91 3050 SH 3,-11• IV-3*� SH 5' 9" I WALL OF ADJACENT UNIT, SEE COMPOSITE 9,$. 10,�, UNIT, SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION 19'-8' LOCATION �71/r -112" SECOND FLOOR PLAN ELEV 'A' U 1!a" =1•-0. AT 2rX34" LAYOUT 1/8• - i'-0• AT, 1' X 1 T LAYOUT LINE OF — CLIPPED CLG. v 6'-4" WALL HT. b J it III WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 712' R -r 9'-412' to-0' 312" PATIO �A'�-r s-to yr a'-712• �.A SH 3050 SH 6066 .G.D. SEE OPT. ATRIUM DOOR ON SHEET 1 / FL r FAMILY RM 9'-1"CIG. 3'-612" 3'-912- 9'-91/2• 2'-6 i a -' Pt-S rti• 2M HANDICAP t �h i tlTY 2�8 ACCESS = KITCHEN °I ° 16 I REF Q 0 J _ _ --- o, - SLOPING 11 up " GARAGE ENTRY SOFFIT, SEE 9 EXTERIOR ELEV 2040 SH z51/r 3•-6• Z-112" PORCH 8070 SECTIONAL r-r 6.0" 1 r '-s 12 6•-a •-s 1 FIRST FLOOR PLAN ELEV'A' `% 1/a'=1'-0" AT 22'X3a"LAVOtfT 1B"=I WAT1/•X17'LAYOUT WALL OF ADJACENT c UNIT, SEE COMPOSITE i� ;f DRAWINGS FOR I LOCATION II r WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION G3 + " 0 2 ISSUE DATE: 06.01.2023 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) 2023 Starlight Homes LAST REVISION L •� °'+ F/1411011 ", J p _I 0 p/ O J LL W J a SHEET NO: FL 1.1 C3 + N J 2 0 Q ISSUE DATE: 0&01.2023 FOR REVIEW LOT129 REVISIONS: 12 12 5� �5 These drawings are the property of Starlight ROOF TRUSSES PER STRUCTURAL ENGINEER ones and are not do be utilized for construction, or copied in part or in whole without permission from FLOOgQL HT, the builder. 2023 Starlight Homes — — — — — — — — —2ND 2ND FL. WDW. HT. LAST REVISION OWNER'S BED 2 BED STS'pCIED 2ND FLOOR FIN. FLR. S :,_ IST FLOOR_PL HT O _ _ - _ _.. _ 1STFLWDW.HT. Il y1 FAMILY RM r, !E ', a ENTRY t -' 66uLL0i + MAINTAIN MIN. 17R ® 0' • 7 13/32" s S'$' HEIGHT AT FRONT ` �. OF WATER CLOSET , 1 S FAR FIN. F R. BUILDING SECTION 'A' H Z = U 114' 1'-0" AT 27X3<' LAYOUT 1!6' =1'-0' AT N" X 1T LAYOUT O 0 I W W fA W J a SHEET NO: FL 4.1 n i i LOT 129 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROORWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W!5l4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/,X3 BATTS AT 16.O.C. (VINYL BOARD AND BATTEN SIDNG E16 i X F18ER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 I FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SUE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE TrH EDITION (202% RESIDENTIAL. h x 0 b AID FRONT ELEVATION 'A' 114" = 1'-0" AT 22'X3/" LAYOUT 1/6' .1'-0' AT 11' X 17'LAYOUT REAR ELEVATION 'A' 114" . V-0" AT 22'X34" LAYOUT 1/8" - 1'-10" AT 11"X 17" LAYOUT CM w J � �0 CIO LOOR PL. HT ISSUE DATE: Fy_WDWHT. 06.01.2023 FOR . REVIEW REVISIONS: )OR FIR. FIR.B& LOOR PL HT. n DW FL W. H{�1 . V These drawings are the property of Starlight Homes and are not to be Utilized for construction, or FIN. FUR. copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION .�i aL�1�3TSA�1C'D48Y: -2NDFLOO 2L _2ND FL WDW. !No FLOOR FIR. FL.R /1 1ST FLOOR EL. H��T..S _ _1STFL�I WD-W HT,.f1 'L$T FLOOR fIN FU2._ & SHEET NO: FL 5.1 CM 0 LOT 129 2 Q ISSUE DATE: 06.01.2023 FOR 1 FL+.1 REVIEW 2' IGHT RAKE REVISIONS: �. ( ^w �I AREA 1 I I These drawings are the property of Starlight 1 Homes and are not to be utilized for construction, or I I copied in part or in whole without permission from ��- the builder. ©2023 Starlight Homes II LAST REVISION r - ... - 'I RIDGE LA SA QF IN MCO URE), LL PER AN TIONS,R1L LOCATION PER BUIL ROOF VENT CALC. ELEV. 'A' Name Area UJ00 RATIO AT HIGH IN 8 LOW 1/150 RATIO AT HIGH & LO AREA 1 846 SF 202.96 W 405.92 irk 1040014, Q I 1 r 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET — w � LOT 129 Ck=°' 0 a w Z - -- cn WP/GFI0 3 o AIC COND. , ac \ PAHB WP GFI ISSUE DATE: 06.01.2023 FOR �' _ _ � � �.. v REVIEW :k �. 4 ; REVISIONS: y 3 I TV4 G FAN ASRED UIRED PER o'd STATE AND LOCAL BUILDING CODE 1 / G 1 / DISHWASHER These drawings are the property of Starlight Homes and are not to be q GF —, _ DlsaosAL G utilized for construction, or copied in or in whole r. I / part from z (I/ 2 — ' without permission the builder. © 2023 z m 15... m LL g g ° a 8 \ ® j VP iCEYL _. - MICROWAVE ` / Gam. Starlight Homes � e d GF L--RGF �• �� -V ,� SERVICE I �'(� }?Aa 2Qv { PANEL LAST REVISION - ,TOLIGHT/ STANDARD ELECTRICAL BOX HEIGHTS TO UGH t. SWITCH BELOW3 KEYLESS jJgJ� ' \ LIGHT IN SERVICE PANEL SIZE AND LOCATION PER BUILDERS neoCH ve E. €_`,'f WATER HEATER at - 5t / �� i LAST SAVED BY: wuL cee g ? i ��. ATTIC, WHEN -- REOUIfUP t SPECIFICATIONS` AND LOCAL CODES/ ELECTRIC METER -._ - I a it •r g{ 3 TELEPHONE/' I TELEVISION SERVICE BOX r KEYLESS CM W 1 z GFI DOOR OPENER N s 3 x i w• HIGH Vua�v i $ BASE a�NET " \ f� GARNET i1 N 1 [WPIrF.1 / \ V / 3 3�-\ --_ O a _ HB SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) J OVER BATH CABINETS OVER KITCHEN CABINETS r, SECOND FLOOR PLAN 'A' FIRST FLOOR PLAN 'A' 1/4' -1,_U' AT 22"X34' LAYOUT = 1'-0' AT 11' X iT LAYOUT & 1/4' . 1'-0' AT 2TX34' LAYOUT = 1'-O' AT 11' X 17' LAYOUT W NOTES: LEGEND: J - 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. DUPLEx auTteT CEILW6 MOUNTED NGANDESCENT {;•w"°`� wEATHEHPNDDF OFI wPLE:ou1t>:T LaHTFfzruHE ® cHOEs GEILND FAN P�sHHe.nTon smru+ IP�gvroEADEpu,E SlpPogn - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. H ff, ONg1NDFALLT GRGIfINTEPAWTEF WALL MOI NCNIDESCENT iT �j IfovswlcE DETEcroN py HIAD DATA-= - FAN/LIGHTS IN WETlDAMP LOCATIONS SHALL � LABLED SURABLE FOR WET pi DAMP LOCATIONS' DUPLIX OURFI IRE uoHT FlArwaE CONtECIED W/BATTEflY /� GEgN6 FAN WfTN NCMd1E5CENT BACKUP LaHr FucTu� • ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE yy{L, H H'LLF'SVnTCHED WPLE%OUNET FECESSEDNCANDESCENTN FIMUNE DFD(TUiE G�,Y! CO2DETECTOR (PROVIDE AD�ATE SUPPORT) HANDWNED AND11 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. (VP)-AINO�MPROOF` 5W )20 VOLTOUT(Ei ® GONECIEO MV BATTEN'/ - 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. Q E%NAUS'I fAN BACKIN �® BA89LPPLY WITH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF4 AS REQUIRED BY NATIONAL ELECTRICAL ryENTTOEXfEiipy O �Psaarm.Ax�cTaH eox O TNElWSTAT CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # wAu swrrcH ® TELEPlaNE ---frB HOSEWB - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. {� IXHAUSr FANNONf caLeINATaN r ro ExTEnrml IvENr $ TEUVIs - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - a TMNEE-WAY AMTCN 8 �cw 'n'wATENSTue our ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS. DRAW TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. d FLuoNEscENr �RA� +� FOU�"I"v �" ETECiiVC MErEN o El.EG1pL PANEL BHEET NO: - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS , Low vaTAc;E ountr 1ECH HUB STSIEM j OISCONNEGT BWRCH }I wALLSCONCE %V R N,tMl TgNS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL �. HARDWIRED, rNTERCONNECTED AND PROVIDE BATTERY BACKUP. I GENERAL FOUNDATION NOTES: I - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR Ve• 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. 7314" 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 SLIP -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 Ft Llf•E OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE FOUNDATION WIDENS — AT SITE SPECIFIC CCNDITIONS LOT 130 4 PATIO SLAB 4' MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFYALLGRADE \ UNDER ALL LOAD BEAM LOCATIONS I BEARING WALLS PRIOR TO POURING OF CONCRETE. 7 4 4 ARAGE SLAB ' REINFORCE PER LOCAL CODE AND ENGINEERS SPECIFICATIONS C F2 ,q W m 10'-7" e•-r VA W CURB AT EXTERIOR 4" 6' GARAGE WALLS, SEE, STRUCTURAL b I F7 I s< 1r s-o r-r PORCH SLAB REINFORCE PER LOCAL 79,$• CODE AND ENGINEERS SPECIFICATIONS 712" 7,J2" SLAB PLAN V 1/4' =1'-0" AT 22"X34" LAYOUT 1/6' . 1'-0' AT 1," X , r LAYOUT If: C� +_ O i Q ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are riot to be utilized for construction, or copied in part or in whole without permission from the builder. C 2023 Starlight Homes LAST REVISION SHEET NO: FL 0.1.9 FLOOR PLAN KEYNOTE LEGEND t HOUSE 70 GARAGE FIRE SEPARATION, GAMGElHOUSE SEPARATOJ AT VERTICAL SURFACES SHALL PROTECTED WITH ONE (1) LIVER 12" GYPSUM BOARD. GARAGEAiOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE i LIVER 5/8' TYPE'X' GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/S SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1l2' GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 6 ATTIC ACCESS URGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS UDDER, VERIFY LOCATION AND SIZE WITH TRUSSES 25 1f2"X54' SIZE 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER CpA80 18 SLIDE -IN ELECTRICAL RANGE W! HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS WALL LEGEND IN FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION 0 STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER ~ STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOT 130 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. Oc 2023 Starlight Homes LAST REVISION r R 3 1/2' 10'-0' WALL OF ADJACENT v a tD � 111 Y 0 UNIT, SEE COMPOSITE I PATIO sTs vEdtaY; LOCATIONGS N ON FOR 4'-712' S'8' •� �� 5 66 ay`•,,.. P A I e� OPT. ATRIUM DOOR 1/4" = V-0" AT 22X34" LAYOUT 1/8' =1'-0" AT 11" X 17" LAYOUT �0" a rrr P � a 0 0 Z J a Q 0 0 x o LL W J a ti SHEET NO: FL 1.10.1 x C3 0 � x I Q H ISSUE DATE: M01.2023 FOR REVIEW REVISIONS: LOT 130 12 12 5� �s These drawings are the property of Starlight Homes and are rat to be Utilized for Construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part in whole without permission from the builder. O 2023 Starlight Homes 2ND FL QOR zND FL_wow. Hr. _ _ _ _ _ LAST REVISION BED 2 OWNER'S BED 1{FkST SINED i� �s 2ND FLOOR FIN. FLR _ _ _ _ _ .. 1ST FLOOR PL 1ST FL_WDW. HT. w .n LL ENTRY FAMILY RM 4 ; m � MAINTAIN MIN. 17R GO- -713132" _ B-e' HEIGHT AT FRONT 1ST FLOOR FIN. FLR. _ OF WATER CLOSET BUILDING SECTION 'M' 1/4' = 1'-0' AT 22"X34' LAYOUT LS' -1'-0" AT 11" X 17" LAYOUT A.J O -j P w ? � W _J a SHEET NO: FL 4.10 LOT 130 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8' SOLDIER COURSE ES 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 ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDNG PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1 X3 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 WQOONINYL SHUTTERS. TYPE AS SHOWN, SIZE AS NOTED 1Y = LV1IL�JJ 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 Fyo2� (�2ND a. YOM FLO . FF V t5TF11IQU qiST FL WDW " FLOOR F 2N0 �tAO� F 2ND FL wow q 2ND EL-M q7 1ST F&O RFRF 1ST R. WDA 1ST &OQR F FRONT ELEVATION V 1 1/4'=1'-0" AT 22734'LAYOUT 1/B'=T-0"AT 11"X 17' LAYOUT r, REAR ELEVATION V Lf 1/4" = 1'-0' AT 22'X3l" LAYOUT 1 /8' . V-0" AT 11' X 17' LAYOUT C3 J � 0 � x Q ISSUE DATE: 06.01,2023 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. © 2023 Starlight Homes LAST REVISION �L,pe4lT' - Z O O J a a w w x W J a SHEET NO: FL 5.10 CM LOT 130 -' 0 Q U W 2 O ISSUE DATE: 06.01.2023 FOR WP/GFI@ A/CCOND. o � He PATIO i � �F- / WPfGFI �,..ryryy 7 ., REVIEW v IC AYY �3?1 I REVISIONS: ;b BED �i �; qq[[ I VACS, TV REQUIRED ER yy - AN -_ t,¢ , .. f C' • A �' STATE ANDP LOCAL CODE BUILDING � 3 1 `? \ These drawings are the 1 . ( _3 _ — \ property of Starlight Homes and are r10i t0 be Q W 1 ¢ DISHWASHER' DISPOSAL I = K�TCHEE.�'- `� 1 b . , l - utilized for construction, or copied in part or in whole z L § i ` \ � I J `l PDR without permissionfrom the builder. 0� 2023 - _ b s $ F W $ w 4 `o � / � GFI I i. VF r-— ` FI I tENAC n MICROWAVE SPANIEL . _ . ( ;GFI _ gC r; Starlight Homes g ,..-..:: L a L z LAST REVISION REC. ©'TSW STANDARD ELECTRICAL BOX HEIGHTS / � � 1 TO UGHT/ - _ S ` .SWITCH { €+LEBB a� _ BELOW ( IF - IF RED': SWITCH x c' l i ' J nsovE 3 30A. ELEC. �= _ WATER HEATER .-� i F SERVICE PANEL \ / 1 s¢E AND LocnroN � LAST SAVED BY: LIGHT IN i ATTIC, s; WHEN. a GARAGE_ � � � PER BUILDERS g; 1,;7 I, SPECIFlCATKNIS V "1 i AND LOCAL CODES / weu as0+ € € REQUIRED - — - /—/ ELECTRIC METER - \ I'r�T M TELEPHONFJ \\ $ //I-�TELEVISION KEYLESS �. 'Tl,, :[J' SERVICE BOX iLy-- CM M w..-C1 23 I /GFI DOOR \ __ £ / OPENER�34 CM cpnaHnvEArmv a eASE wswET A I / \ Po `I H a m �-i� IL =-0. O --.-HB 2K F F_ SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'M' FIRST FLOOR PLAN V 1/4" - 1'-0" AT 22"XW LAYOUT - V-0" AT 11" X 17" LAYOUT 1 1 f4" = 1'-0" AT WX;" LAYOUT = T-0' AT I1" X 17' LAYOUT W NOTES: LEGEND: J • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REWIRED BY NATIONAL ELECTRICAL °UPLEXCUTLET °"' wEATHERPROCF OFl wwLEzounET ® CHIMED cEBiH° LouH1Eo Xx:AHcescErrr LIBHT Fl%TURE PUSf6UTiCNSWRCH CeUNRFAH (RCV10E ApE MSUPPORT) a. CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. , • ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS." ��� ORCUNDFAULT GPCUITIN1EPfUlPTEP WPLEXOUTIET 11M SM°IE (EiECTOIi {�} WALLMGMTED WCANBESCEM ® HAR°WRED MD yfIE31. "+- caaa=_cTm wrBAnERv Lp3HT FlXTLXE BACKUP cEnxq FAR wnH ncAH°EBCEHr LXBR FIXTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. -�'AT ° oimLEx ouTLET y HECEsseo ncArnEscFxr Lnrt FaTUE MTV- {.} ® HAR°WIRE°MOeTTa+- (PB—A°EOW.TE —a T) + �" vaT ouneT rt•oRP�D�°FttTT eAnEnr - 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 CARCUFT-9TERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL p TtEtxe°neEo.AmeraH e°x s �cT®wr O EXW,UST FAH (W-0 EXTE -4 O THEAMOSTAT L3AS WMY W VALVE CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, ® IELEPHCHE —}Xs HosE Bee • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP&CUTOFFS. i, wa.L swrrcH Exwwsr FAHAIGIIT LOMBItNTI°N iC - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # 5 THREE VIAY SNMH NVEHT EXTEapII © ��"sx>N 1 SHEET NO: - ALL ELECTRICAL AND MECHANICAL EQUIPMENT FURNACES A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 8 ELE°TRIC AFTER OW rM—.RSTLA — ( ii4 F°UR.AYSWITCH ®. FWORESCENTLMWFIXNRE DRAIN TILE SUMP. AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS f v ElEL1RIC PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S PROM DEADI , LowwLTA°E ourLET TECH HUB aysTEAt ascoraEcrswrtcH watt SCCNCE - PROVIDE AND INSTALL LOCALLY CERTIFED DETECTORS AND DETECTORS. MUST BE FL 6.10 SMOKE CO2 UNITS HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FLOOR PLAN KEYNOTE LEGEND 1 NOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT AT VERTICAL SURFACES SHALL PROTECTED WITH ONE (i) LAVER 1/2' GYPSUM BOARD. GARAGEMIXISE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE i LAYER BB" TYPE "X' GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 318' 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 7t2'X54' SIZE 9 TEMPERED SAFETY GLASS it HALF WALL, HEIGHT AS NOTED t4 TUB -SHOWER COMBO 78 SLIDE•IN ELECTRICAL RANGE W/HOOD AND MICRO ASV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS WALL LEGEND _ tz FM —w FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITKX4 2X6 WOOD STUD PARTITION ---- a STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER I� STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be LOT 131 utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION R rZ,}� 10'-0' 31 Y•`4 PATIO WALL OF ADJACENT D r�i _ UNIT, SEE COMPOSITE w. 9 6'-8" 4'-71YI (- DRAWINGS FOR LOCATION ` A P � OPT. ATRIUM DOOR (/1 1/4" = 1' ATRIUM ;LAYOUT 1B" - 1'-0' AT 11" X 17' LAYOUT 'l��t0t C4 •�O` a E— O 0 z a Q cc °O x J LL J a SHEET NO: FL 1.2.1 J E O Q y � ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOT 131 t2 12 6� �6 These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOFTRUSSESPER _ STRUCTURAL ENGINEER copied in part or in whole without permission from the builder. 1* 2023 Starlight Homes — — 2ND FLOOR PL. HT. — — — — — — — — — — — N^ LAST REVISION _ OWNER'S BED 2 <° BED N`i NZT SAD ®ss099vo u I I_ 2ND FLOOR FIN. FUR. �• 7P —Qt- — — Y! — — — — 1ST FLOOR PL. HT. /\ — — — — — — — — — — — 1ST FL. WDW.HT. A o G �* FAMILY RM R ENTRY LL m m a * < MAINTAIN MIN. 3 17R00'-71wr 6'-6" HEIGHT AT FRONT OF WATER CLOSET �q1 [� P — ,ST FLOOR FIN. FtR.. L1 I j It q a R P BUILDING SECTION 'B' O o ,/C =1'-AT 22"X34" LAYOUT ,/6' 1'-0" AT 11' X , T LAYOUT J U Oct w N W J a SHEET NO: FL 4.2 LOT 131 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8' SOLDIER COURSE E5 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 ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ &4a4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING) E16 iX FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE 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. (, FRONT ONT ELEVATION 'B' 1!1= 1' AT 22-.3 LAYOUT 1/8' = 1'-T AT 11' X 17" LAYOUT REAR ELEVATION 'B' 1/4' = V-0' AT 22'X3P LAYOUT 1/8' s 1'-T AT 11' X 1 T LAYOUT FIR. -2NQYLQ4.R f L. 2ND iF WOW. HT. 2ND FLOOR FIN. FLR. V n 1ST FLOOR PLHT. /\ 1STFLWDW ��/ t$T FLOOR Rj.FQ8--& CM J f 0 I Q ISSUE DATE: 06.01.2023 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 whale without permission from the builder. 1* 2023 Starlight Homes LAST REVISION 1991111AI `°- '^ FaV♦F.. Z Z O ° J a a W J W x W J a SHEET NO: FL 5.2 CM LOT 131 J � ° a Z Z F— WP/GFI ISSUE DATE: 06.01.2023 FOR o ❑ A!C COND. ' ac PATIO HB YY{Y(Y WP/GFI � ......._ REVIEW ® j Me i REVISIONS: (N E AMII....`! RIM 0 `1tNER' 1 , "s \ 3E \ N l �b \ FAN AS -- a REQUIRED PER STATE AND -\ E L- ALOCAL CODE BUILDING /' { These drawings _R p 9£ r -'--- • - =r—m-- ) I i / J3 3 �" GFI d ) i / f� 1 I DISHWASHER KITCHEN FI —DISPOSAL are the property of Starlight Homes are not to be utilized fordconstructron, or ® ). I copied in part or in whole a 9 zzw ¢ a L 1 —. MICROWAVE without rmission from Pe the builder. C 2023 ,?g VP � _ t� iiFl� I SERVICE J PANEL .Starlight Ii0ma5 LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS !��.?? - / L.Y i N, i TO LIGHT/ -- �. i -•. ''p . ` 70 LIGHI'1' © REG. PUMP' M '- SWITCHIFREQ. ABOVE 30A. ELEC. / SWITCH ) _ . BELOW s '� U�KEYLESSW I C �-� ¢ SERVICE PANEL t 1' ` WATER HEATER SIZE AND LOCATION • l- l _- / PERBULDERS I GARAGE � F ` LAST SAVED BY: j ATTIC, WHEN �� SPECIFICATIONS q AND LOCAL CODES/ / f wKLcramE s, REQU .I \� ' �✓ F.. s r ELECTRIC METER ,. TELEPHONE/ TELEVISION .. ENTRY .� i� '� KEYLESS SERVICE BOX ' N I.. CLC.. MQ.., W 9 BEUL® ,1 (G, 3 GF1DOOR � II / OPENER \ i 3 t�ti N WP/GFI / I in Sb HM VANITY n € BASE GANNET ^ CABWEt =t�.� / P V R N \ � Q IL SWITCH AND RECEPTACLE NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR AC CONDENSER (NOT SHOWN) Q J BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN rB1 FIRST FLOOR PLAN 'B1 ,� `-% ,,1l.11 V X .=1'-0' AT 2YX31 LAYOUT . V-0" AT 11"X 1 T LAYOUT IW . 1'-0' AT 22'X34' LAYOUT = 1'-0' AT 11" X iT LAYOUT W NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCA) AS REQUIRED BY NATIONAL ELECTRICAL arLEx o�LET MP- rtn WEATMEKRDOF OFI WPIE%OUTIET ® alseFs ¢ cEUNo wun®Na'egEscErtr �/ cFnw°FAN MDIIi FIXTURE PUSMBLRTON SwRCN IPTgWOE ADEOWTE SUPWHt1 CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. • ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. xl aR DMxA10FAULTCtliCWT-INTERRUPTER HARD SMOKE DETECTOR G WALLNDUNTEDINGNDEBGENT ® IIOVSMOKEANDINTER- - FANA.IGHTS IN W ET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET Ofl DAMP LOCATIONS.' DWExOUTLET CONVECTED W/BATTERY CELLWO FAN WITH Lz1HT FIX1uRE BACKUP Lx T—rum NCANDESCENT - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE (} HATE--ffC DDUPIExWLET y AWESSEDNGNOESCEW LIOHTFIMSE � � / RADVIDE ADEODATE AND IN i'P} ORCEILNO MOUNTED LED FIMAE iwRDWIRED AND INTER V SUPPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. n9" =—TOUTLET ION) vAPOR PaooF ® TED TER - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY UP NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q EAHAUSTFAN Nri1T ro ExiERxzII O THERMOSTAT F--� DAS SUPPLY WITH VKVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL r�NFDRceD.AAICTzx, BDz CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® rELErwNE re HosE NBB - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. # WALLSWRCH Exlwus FAwLZRTroouewAmN ii Ne+rroEZTERrow © ,Iy� SHEET NO: • HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS, i' rHREE-w"r sxrTCH q _ 1M WATER srls our - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, AC UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS. ® FLUORESCENT UDHT R%TUIIE IJ ELECTRIC METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. #A FouR-wav sxTrcH 0 ELECTRIC PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS , Low vq.TACE OUTLET J{ TECH HUBSYSTEM gSCONNECT SWITCH 4 WKL SCONCE LVRITTENINSTRIN:iM)N8. �■ /' L - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. RL 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 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 INSW WG/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. I - 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 W MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE LOT 132 8-412" 10'-0' 31!T 41 PATIO SLAB g a' f MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. _ VERIFY ALL GRADE NOTE: LOCATED GRADE BEAM LOCATIONS UNDER ALL LOAD j i PR OR TO POURING BEARING WALLS OF CONCRETE. ...T 12" 11'-I012" 0 i?3 s b a . � � �- 'N _.,.tee ................. ) GARAGE SLAB j REINFORCE PER LOCAL CODE AND ENGINEERS N j SPECIFICATIONS m m j o F2 t.. ..... __l w N � ` - 8 7- 10' 7' 6 i a 6" CURB AT EXTERIOR b OGARAGE § WALLS SEE e m a STRUCTURAL f Fi PORCH SLAB r-r s-o e' REINFORCE PER LOCAL 8'-1' t'-712• 11'-7' 1'-71/7 CODE AND ENGINEER'S SPECIFICATIONS 1W-8" 7 /2 SLAB PLAN 'N' 1/4" - 1'-0" AT 2ZX34" LAYOUT 118" =1'-6 AT I I" X 17" LAYOUT i C3 J � 0 Q ISSUE DATE: 06.01.2023 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 whale without permission from the builder. 0 2023 Starlight Homes LAST REVISION r ��errAa a.4�� Z Q Oa J a QJ X W J a SHEET NO: FL 0.1.10 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGEIHOUSE SEPARATION AT VERTICAL SURFACES SHALL PROTECTED WITH ONE (1) LAYER 12• GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1) LAYER 5/B" TYPE'X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 318" 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 2512"X54'SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB-SHOWERCOMBO 16 SLIDE,IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS , R L4.1 Y 19'-8• WALL OF ADJACENT UNIT, SEE COMPOSITE 6'-61/4" 6'-2 3/4" O CATION FOR LOAWING 3050 SH 3050 SH Ili 'EGRESS I I I I I OWNER'S WIC BED ; 8'-1"CLG. 6'-1"CLG. I I I � I N I I O, BA 8.1" aG 10'-4 1rz r 412 c Z C 2465 iDN cA I .42' 11 m C 3-212' 5'-512' 712• I a, 2468 " Q 14 •. HVAC 18 I_ , I � _. VANITY BA 214 01 F. 8'-1" CL _ w 2 �' --- z -- WIC ei I :n ------.-.. b 2466 o � 2468 N I 5'-10• 31-10• 4'-812" 5-312• BED 2 H 6•,"QLG. BED 3 8'-1"CLG. I 'EGRESS •EGRESS_ WALL OF ADJACENT T-10' a 2'-1 12" T-10' UNIT, SEE COMPOSITE 9'-11 12" /'-1012• 9-812' DRAWINGS FOR LOCATION 7 1!r SECOND FLOOR PLAN ELEV 'N' 2 ,/4" = 1'-0" AT 2rX34" LAYOUT 118" . ,'-0" AT 11" X 1 T LAYOUT LOT 132 L 4.1 VERIFY 2" R 19•-8• LOCATION IN FIELD WALL OF ADJACI UNIT, SEE COMP DRAWINGS FOR LOCATION LINE OF CUPPEL ./- 6'-a" WALL HI WALL OF ADJACEM J UNIT. SEE COMPOSITE DRAWINGS FOR LOCATION 7 12 r, FIRST FLOOR PLAN ELEV 'N' Ll 1!1- 1'-0' AT 21X34" LAYOUT 118" - V-0" AT i P X 17" LAYOUT 9'312' 10-01 31/r PATIO A/C 6'-r 8'-101/r 4-712' 0 SH 1 3050 SH 6D68 S.GA. DEE OPT. ATRIUM DOOR N SHEET 1 / FL 1.11.1 I? FAMILY RM 9'•i"CLG. 3'-612' 3'-912" 9'-91/2" 2'-612 zv � a 2868 HANDICAP ACCESS __- °I ° KITCHEN °I ° 18 REF O O v _ 0 0 -� 1V-7' 42" SLOPING 2868 UP " GARAGE 0 ENTRY 9•-i" CLG. SOFFIT. SEE 9 EXTERIOR ELEV 2040 SH z-51lr 3'-6" 2'41,17 8070 SECTIONAL PORCH 1'-r V-v it' '-912 81-0• --91 8'-1• 11'-T 19'-8' CM - N O � x Q ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: c These drawings are the = property of Starlight 8 Homes and are not to be 9 utilized for construction, or Copied in part or in whole = " without permission from the builder. © 2023 Starlight Homes LAST REVISION �8i ii+ a 4 .as 4 • C43 � I il� ? � O J a J o a ° J ly W a SHEET NO: FL 1.11 FLOOR PLAN KEYNOTE LEGEND i HOLE TO GARAGE FIRE SEPARATION, GARAGEMOUSE SEPARATION AT VERTICAL SURFACES SHALL PROTECTED WITH ONE (1) LAVER 12' GYPSUM BOARD. GARAGEMWSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER SW TYPE GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE , 3/S' SOLID CORE DOOR OR APPROVED 20 MINUTE RATED ODOR 3 BENEATH STAIRS AND LANDINGS.12' GYPSUM BOARD ON WALLS AND CEILMG OF ENCLOSED ACCESSIBLE AREAS 6 ATTIC ACCESS URGE 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 26 12'X54' SIZ 9 TEMPERED SAFETY GLASS ,1 HALF WAIL, HEIGHT AS NOTED 74 TU&SHOWER COMBO 18 SLIDE -IN ELECTRICAL RANGE W/HOOD AND MICRO ABV. VENT PER MANUFACTURER5 WRITTEN INSTRUCTIONS WALL LEGEND = Cz FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION J O STONE VENEER DRYWALL OPENING HEIGHT _ AS NOTED ON PLAN Q BRICK VENEER I� El STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or LOT 132 copied in part si in whole without permission from the builder. Oc 2023 Starlight Homes LAST REVISION 10•-0' 31/r PATIO 4 5'-6' 4'-712' �� ,- • v� ' w ++ P r, OPT. ATRIUM DOOR ' *gyp• V4" = 7'-0" AT 22'X34' LAYOUT 11ir V-0" AT 11" X iT LAYOUT a O 0 z Q J a Q O x IL W J a SHEET NO: FL 1.11.1 + " — w J � � 0 Oct Cn ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOT 132 12 12 5� �e These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER in part si in whole without permission from without the builder. 12023 Starlight Homes — _ _ — — _ _ _ _ _ 2ND FLOOR PL. HT. _ _ 2ND FL. WQ'A'. LAST REVISION OWNER'S BED BED 2 or •., �ST ED - - \ 11111 2ND FLQ9R FIN. FUt. f\ - 1ST FLOOR PL HT. /\+u 1STFLWDW.HT. c .�" iii • ^:. w 4 ENTRY a T MAINTAIN MIN. 6'-6" HEIGHT AT FRONT OF WATER CLOSET t 3' 17R 00' - 713l32" � 1ST FLOOR FIN. FLR. I 11 ` Z NNI r, BUILDING SECTION 'N' -0" AT 22"X3S' LAYOUT 116' = 1'-6" AT 11" X 17" LAYOUT O J O N W J a ti SHEET NO: FL 4.11 7R ELEVATION KEYNOTE LEGEND E2 (MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE E5 :ROWLOCK COURSE E7 IFYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 ;CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST ;BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 IFIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4s4 CORNER TRIM BOARDS E13 IFIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E75 ;FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN iSID1NG E16 i1X FIBER CEMENT TRIM OR EQUAL U.N.O. SIZE AS NOTED E17 !FALSE WOODMNYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS JALL 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. 12 ' RIGHT ELEVATION 'N' 4 1—' 1'-0" 22"'; LAYOUT 1/8". V-0" AT 11"X 17" LAYOUT LOT 132 FRONT ELEVATION 'N' 711= 1'-0' AT 22'X34' LAYOUT 1/8' = V-0" AT i i' X iT LAYOUT REAR ELEVATION 'N' 1/4 2 1'-0"AT 22'X34'LAYOUT 1/8'.1'-0'AT it"X iT LAYOUT +- J � 0 � x CAI Q H ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOOR PL HT. EL. WDW. )OR FIN. Flit _. �& I LOOR PL. HT. These drawings are the EL-YYW, HT. j!!� property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 12023 Starlight Homes oORR FIN. F & V n LAST REVISION .si�1 9YYla aaa._ -2NDFUO0 PL.HT 2NO FL. WOW. HT. O J Qi 'z _O a W LU W . /l 2NO FLOOR F`Ik FLR--l1 W -JST FLOOR 11, H J,_`\ _1STFL. WDW. HT--.1 ��11 � IaT FLOOR FIN. FLR� SHEET N0: FL 5.11 I 0 � x Q ISSUE DATE: LOT 132 W01.2023 FOR ' REVIEW L 1.1 r TIGHT REVISIONS: RAKE 4 .--. ... f f i f AREAi I f f These drawings are the N� I Property of and are ht Homes and are not to be f utilized for construction, or f copied in part or in whole f without permission from the builder. © 2023 f Starlight Homes f LAST REVISION RIDGE-61-- f jI + ST SA E646 TI't #i E� li itokkoe �. ROOF VENT CALC. ELEV. 'N' Name Arefl 1 RATIO AT HIGH & LOW 17 1l150 RATIO A7 HIGH & LOW AREA 1 W SF 202.96 ins 405.92 W LOMANCO 770-D, WS LL PER i ,�♦/� MANUFACTURER W UC7KXiS, I( f� l l l l 't�1 LOCATION PER BUILD Z Q f J a 1J4' - 1'AT 22'X34' LAYOUT 1M' -1'-W AT I I" X 17" LAYOUT SHEET NO: 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1l150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO ti3W PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING [-PERM WSTALLED ON THE WARM-IN- ' CZ - w J E O U LOT 132 W 2 Q Oy WProFI (id NCCOND. PATIO A.], wProFl ISSUE DATE: 06-01.2023 FOR -4-..�.�. ----�--- .. ry .............. - ... 7 ........ .......: REVIEW WICREVISIONS: FAMILY Rl;ft BE! I, CK G \ TV 1 , TVt LL FAN ASREQUIENDOPER _ 6:'BA � a STATE LOCAL BUILDING CODE " ` _ e C DISHWASHER These drawings are the property of Starlight Homes and are not to be w m ${ DISPOSAL KITCHEN I utilized for construction, or copied inpartorinwhole L without permission from a - _ 1 /; s + � ' � p y � I the builder. � 2023 r W= "' s ` - o vp It I • GF f HVAc I1 CLG J MICROWAVE EE - > I SERVICE _;i® i —%— ' PANEL Starlight Homes LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS r. / LIGHT/ .� ❑ ! REG. PUMP, 0.V LL�` SWITCH ABOVE �� 30A ELEC. l SWITCH [ KEYLESS t BELOW EIGHTH IT �- SERVICE PANEL t 7 \ ! L.-.. , WATER HEATER i SIZE AND LOCATION ! PER BUILDERS I i \ GARAGE/ LAST SAVED BY: 3g 13�, ATTIC. � ,. WHEN REOU'' AND LOCALCODES / AN LOCATOO ELECTRIC METER M,- - -- - 5 - \�� _C` -� \ ..... .. TELEPHONE/ J I TELEVISION �., / ;1 9ERVICE BOX KEYLESS A/ `r a i- -� '4 i \ I T o J ® ® BED G. / /CEILING\ GFI DOOR I .- OPENER ! 3 ! N E a /..... _ / 'i Z ar wOH vm- : w L $ NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CDNOENSER (NOT SHOWN) ~ SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES n SECOND FLOOR PLAN 'N' r, FIRST FLOOR PLAN 'N' <( OVER BATH CABINETS OVER KITCHEN CABINETS va =1•- ATzz•.3N^LAYOUT =r-o^AT11"X17'LAYOUT i/N^:1'-D' AT2l.-LAYOUT =i'-D^AT1i'XITLAYOUT x _ Uj NOTES: LEGEND: J • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL WFIEI(OUT(ET �� "° wEATHERmooFOFI ouPLEzotnLer © DHILEs �Alnc Mou+rED FICANDEscEnr LwHFunuliE P1918tRION swrnx4 T ceaaAI FAN tggvoE AOEauATEswPORTI a CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. {} , - ALL EXHAUST FANS SHALL HAVE BACKORAFT DAMPERS. # GROUND F M' cmcurtaHtEmwTFn '}1,, +'w SMp(E DETECTOR II } WAHTFI TED NCANDESCENF ® HAFgw • FANA.X;HTS IN WETlDAMP LOCATIONS SHALL BE CABLED ^SUITABLE FOR WET OR DAMP LOCATIONS' WPLEI(WTIET WANDMIER- �� lr' OONNECTED W/B�T'IEPY �D"T clzrLmE sncNar CEl1HD FAN W1iH MCAINESCENi LXiHT Flzr1mE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE nn N IMLF.SWITCHEDDUPLEXOUTLET y RECESSEDINCANDMENTLIOHIFIXTURE �DETE�N f'P} ORCFJLWO LED R%TURE HA IREDANDgiIER- (PNDVIDE AnEW1ATE SUPPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. zmv as vaT WTI PROOFD rvPI. vAPOR PRooF ® WK� Eo wi eAtTEaY • 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. Q EXHAusr FAn EX1EWJR7 ­0 cFS SUPPLYW VALVE • PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFQ AS REQUIRED BY NATIONAL ELECTRICAL RE-onoEo'" T1ON soz ryENrro � THEALtlSTAT CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # W,uLswrral EXHAusT FANiIOHTcoMSrcuTaH ® TELEPHONE —{��E�gs - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOCK-UPSACUTOFFS. ryxlr TO ExTENDRt ® TELEVEgN - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ;; a THRE6WAYSW 8 �cw Lra' WATER STUS OHT ALL 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 REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS - $ 4 FOUR"WAY swrtw , LOWVaTAOEOURET FLLXNiE4CEHI LlO1T RXIURE ELECIitlC LETER o ELECTRIC vAtEL TECH HI$SYSTEM DISCONNECT SWITCH S{ WALL SCONCE SHEET NO: PROVIDE - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.11 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. I I I a PATIO SLAB W o § PATIO SLAB w g ......... N N I F- 18'-112' 20•-,1- IF PLAN 1386 PLAN 1386 LOT 127 ELEV LR LOT 126 ELEV OR L IN. F " 9'-612' 1-5 1/r 101-0- PATIO SLAB a 19'•r PLAN 1386 LOT 128 ELEV KR S f 10'-712" " 912' GARAGES GARAGE SLAB gI W SLAB NI I t I O I I y I I N I b U L I �� b N w I I bL v I N w I I I 8' 4' 1'•712' i P 8'-0' I 1'-4' 8'-4' ,'-712• 11' B-0• I t'-2" 8'-4- 1'-712" 1'-712' 19'-d,2' 101/7' 19'1" 101/r I 18'-11 512' 512' 51/7712" SLAB PERIMETER PLAN TPLEX 1/4" a 1'-0" AT 22'X34' LAYOUT 1/8" -,'-0• AT 11"X 17"LAYOUT 9'-11 512", 9.61/2" 1 10'-0' 1 5 WI I 5 12 1 1 1 zl I UI I �1 I w g PATIO SLAP a ' 1 b 1 s 1 I za-t r 1 I PLAN 1386 I LOT 129 1 1 I ELEV A 1 1 I 1�� I 1 I � 11'-5' 1A 1 1 3' 1 I 1 GARAGE SLAB a� O m q §IN I I w + , I ' I 1 I I ' 6-0• 10 I/T 8'-0' it•11`710 8'-4' P-'r 5,2• I 1012' 19'-1" 1 712• 512" 512 139'-8" C3 - N J � O � x Q ISSUE DATE: M01-2023 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. �)2023 Starlight Homes LAST REVISION • �. Cr s " Q � X to J a W N cc J r ILI w � O m W J a m a J In SHEET NO: A0.1 f- CM * w LOT 1271 OT i LOT 126 LOT 1 OT 13 OT 131 OT 13 J 2 O I I 2 i 1 I- 9UILD64G KEY 139.6" 51 I 9'-6 12• 10--0• s 12" 1/2* 9•-1" 101-0' 312• ISSUE DATE: 06.01.2023 FOR s 12• 101-0" 9-r 5112, 1 91-6 1fr 10'-0• 51 1 REVIEW I 1 I I I REVISIONS: z l I I w PATIO SLAB1177 o w g PATIO SLR 5 1! � I I I PATIO SLAB a 3 § N PATIO SLAB w o § N _ .._........ -- ___ -- o• v a n N 19.1' 20'-11• 20'-11• 19'-4 12• These drawings are the PLAN 1386 LOT 129 1 I 1 PLAN 1386 PLAN 1386 LOT 131 PLAN 1386 property of Starlight Homes and are not to be utilized noratructlon1e p in 3 � ELEV A I LOT 130 ELEV B LOT 132 ithout permission thebuildeer 92023from Starlight Homes ELEV MR ELEV N t2 LAST REVISION T$ /1' T-6' 11'-s' 1'1`- - iT-e' ii'412• 6" ; SAV* BY •p*so 60*0 4 m 4 1Cv ""g I tre Zr 10' 71re I I ..�"......�_....r... I 1/7 1Oa 1!2* 1 s I I I a .•-; 10'-7 12' 912' I - 4 N + 12' 10'-7" O�OS• 'elk -- GARAGE I i GARAGE t0 Q 0. a SLAB j m l { SLAB I W r w GARAGE GARAGE N ; ! SLAB ! NI ! SLAB a oII 'ui1 I + oI y1 O W .... i a Ali N L I L 1 ~ I I W 1 I 64 I I WI s I § § 1 4 It b o 1 1012" I I 6'-0" 11' 1'-712• 64• I 1 1'1• I ItV-72 6'-4' 1'-71re 11' 6'-0' I &V 11' 1'-71/2' 6'-4" 1'-a' I 6'-0" 11' 1-712" 9<• 139-B" 12• 9-1" 6 tre 10 t/r 1rz" 19412" I 12' 19-11" 10 i2 I 1012' 19'-1' I s 12• ire s 1rz" SLAB PERIMETER PLAN TPLEX SHEET NO: 174' . 1'-0" AT 2rX34' LAYOUT i/6" - 1'-0' AT 11" X 1 T LAYOUT 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 WALL OW - WATER CONNECTION ® -SEWER CONNECTION ,� FIRST FLOOR PLAN 7-PLEX U V11= 1'-0" AT 22"%34" LAYOUT 118" = V-0" AT 11' X 17" LAYOUT Td TRANSFORMER 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION ��STs*r:D 9Y!" N a� . ��// Z X J LJ cm a o U. J 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 O- WATER CONNECTION ® - SEWER CONNECTION FIRST FLOOR PLAN TPLEX 19" - 1-0" AT 22"X34' LAYOUT 1 V = T-0' AT 11' X 17- LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK 0 ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION :01. I ,, ill- !!_ r a�ree 4 I Z X ( Q W N a T � N 1— N SHEET NO: A1.1.1 NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL HOUR DWELLING SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ®- SEWER CONNECTION R r, SECOND FLOOR PLAN TPLEX if 1/4" . 1•-0" AT 22;34• LAYOUT 118" . 1'.0" AT i P' X 1T LAYOUT � I 139'-8' t- C3 *_ J f 0 too Q ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION N rn 1� °tom 1 Q X a CM T O a cn 1 U. O a J O U W N SHEET NO: A2.1 N IH NOTES: FIRE PARTITION/ , REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING LOT 129 I LOT 7271 LOT 1 OT 1 OT 1 OT III REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL I j O TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE I THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. OW - WATER CONNECTION I Q' REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS ®- SEWER CONNECTION f� BUILDIJG KEV 1 ISSUE DATE: 06.01.2023 FOR r l z• 19-9' r l r 17r-+r r l r 19'-e' z" I r 19-9- wi REVIEW I I I I REVISIONS: I I I I i I 1 I I i I i t I I q These drawings are the property of Starlight Homes and are not to be PLAN 1386 1 PLAN 1386 utilized for construction, or copied in part or in whole { without permission from LOT 129 I ] PLAN 1386 LOT 131 PLAN 1386 the builder. @ 2023 Starlight Homes ELEV A LOT 130 ELEV B LOT 132 1 ' ELEV MR ELEV N -- ' LAST REVISION I A T SA B r�r 1 ••••• •ti co J11 (. „� �., • 2 • I, rF-7 -- *coo �s Ei :•- 1 �S�nA sl ( Q di 04 w Ir o CJ. to ° 1 u. I ~O z 1 J ° I U 1 W 1 N 1 1 ------ ------ ----- _ --- i N a I? I i I I I I I I I I 2• I 19'-9' 2' 2' SECOND FLOOR PLAN TPLEX SHEET NO: 1 114' a P-D' AT 22"X34" LAYOUT tAl' = 1'-9' AT t i• X 17" LAYOUT A w.1 . 1 PLAN 1386 PLAN 1386 PLAN 1386 i PLAN1386 LOT 129 1 1 LOT 130 LOT 131 LOT 132 ELEV A ELEV MR ELEV B ELEV N r, FRONT ELEVATION 7-PLEX 1!4• = 1'-0• AT 2E'X34' LAYOUT 1/8' - V-O' AT 11' X 17- LAYOUT If— x C3 — w J i O i Q II.`ww VI ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION s • r �r 'aya N N �w i p °�s ---=- ��OIIRMgl.`� Y" q�R W J X to a I• LJ.I N N T- J O 1= I` 0 W J W SHEET NO: A5.1.1 CORN BEYOh 1 I I I PLAN 1386 i PLAN 1386 i PLAN 1386 LOT 129 LOT 128 LOT 127 ELEV A ELEV KR ELEV LR r, REAR ELEVATION TPLEX 14 = 1'0' AT 22'M3 LAYOUT 118' = 1-0" AT 11" X 17 LAYOUT PLAN 1386 LOT 126 ELEV OR t- C3 � N W O f� x Q ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: E 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. © 2023 Starlight Homes LAST REVISION ..ri iYYipe_. SHEET NO: A5.1.2 PLAN 1386 i PLAN 1386 PLAN 1386 1 PLAN 1386 LOT 132 LOT 131 LOT 130 1 LOT 129 ELEV N I ELEV B ELEV MR ELEV A REAR ELEVATION TPLEX ,J4' = 1'-0" AT 22'X34• LAYOUT 118" - 1'-0" A711" X 17' LAYOUT x C3 � N J i O S Q f� ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be i-WALL utilized for construction, or OND copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION 1. 4?,yiililpY�j+ SI AVEDSY: t• s Cij� O w g CL 16 N O N O" �00��g""yyq Cr. ­%- ;aeele4' X ti W r O H f� O W J J W SHEET NO: A5.1.3 LOCATION OF METER BANK TO BE DETERMINED J PER BUILDER AND POWER LAYOUT PLAN 1386 r, LEFT ELEVATION 7-PLEX LOT 126 U 1/4" . 1'-0' AT 22'X34" LAYOUT 1B' 1'-PAT 11" X 17' LAYOUT ELEV OR — LOCATION OF METER BANK TO BE DETERMINED PLAN 1386 PER BUILDER AND POWER LAYOUT LOT 132 r, RIGHT ELEVATION 7-PLEX . 1'-0" AT v"X84" LAYOUT 1/8" .1'-0" AT 11" X 17" LAYOUT ELEV N ISSUE DATE: W01.2023 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. Q 2023 Starlight Homes LAST REVISION a,�l'lil���ii 8a44♦ SAVOR BY •., •, k Gj" � r � w � s I� Il4, � OW a X c� N N W T O CL Cl) 1` 0 w J J W SHEET NO: A5.1.4 —w OT 126 OT 1 OT 1 OT 1 OT 130 I LOT 131 LOT 132 0= i I I I Q }— I 1 I I BUILDING KEY C4 ISSUE DATE: wl FIRE BLOCKING AT EAVES TYP. FIRE RETARDENT = I I NO SOFFIT VENTS ALLOWED PLYWOOD ON IN HATCHED AREA OF EAVES, 4'-0' 4'-0' 4'-0' EACH SIDE OF 1-1 I 06.01.2023 FOR TENANT SEPARATION 1 I REVIEW SOFFm TO BE NO ATTIC VENTING OR OPENINGS ALLOWED, PER 1 NON -COMBUST ISLE SOFFIT. I I CODE-RESIDENTI L 1 SECTION A30222 I 1 I REVISIONS: I I I 1 I ��� L , I 1 I 1 These drawings are the 1 b property of Starlight Hanes and are not to be utilized for construction, or copied in part or in whole without permission from r the builder. G72023 1 I N ,I Y,/ X Starlight Homes LAST REVISION / � 1 1 l to =1 � r / �q, �lYil 1sli, 1 I d I 1 1� I qq I� 1 h (l l RIDGE t RIDGE ' -RIDGE I I, 8.12 PLYWOOD f I I f - LU � rf CRICKET PER BUILDER „- PLYWOOD CRICKET , 1 PER BUILDER yv PLYWOOD CRICKET PER BU BUILDER i.v 0 `J I ✓- 1 I � � I � I 1 I� r �00,tit w A I ' X /ULU N z r,'�,/;' a cn 0 �t ' 0 (, /f 5:12 5:12 P 4 512 E I I 1 i PLAN 1386 PLAN 1386 PLAN 1386 PLAN 1386 LOT 126 ELEV OR LOT 127 ELEV LR LOT 128 ELEV KR LOT 129 ELEV A ROOF PLAN TPLEX SHEET NO: 1/4'=1'-0" AT 22'X31'LAYOUT 11E'-V-0'AT 11"%1T LAYOUT A5.1.5 CM L0T,26 LOT 127 I T, T, ILOTi 2 w 1 BUILDING KEY to ISSUE DATE: I FIRE BLOCKING AT EAVES ---- TYP. FIRE RETARDENT I UI NO SOFFIT VENTSALLOWED PLYWOOD MIN ,- 1 IN HATCHED AREA OF EAVES. 4•.0• 4-T 4'-0' EACH SIDE OF TENA14T SEPARATION M012023 FOR 1 SOFFIT TO BE NON-COMBUSTIBLE SOFFIT. NO ATTIC VENTING OR OPENINGS ALLOWED, PER REVIEW 1 2020 FLORIDA BUILDING CODE -RESIDENTIAL 1 SECTION R302.22 I REVISIONS: I 1 I I I I i I I I } L I � I I These drawings are the property of Starlight r Homes and are not to be I I utilized for construction, or ' I, � �,I i copied in part or in whole , 1 I without permission from pp j• 'r'I �I I tt I the builder. © 2023 Starlight Homes , 11 1 I �y i 1 { LAST REVISION { l 1 I I PLYW D R KE � T P BUILD RIC I f.f-•r_. '+'r I ,,, f,, I ( RFI RIDGE _."" 1. ,', I {I RIDGE, TiIDGE I CRICKET "1 i ., PLYWOOD CRICKET { I! PLYWOOD CRICKET PER BUILDER 1 ,' PER BUILDER n ?i PER BUILDER x .� �c i , r f( 1 t 1 r x. i UJ C Q eL Ui a t I I k {u it 1 LL ' r I 1 '1 , 5:12' ¢ 5:12 .'1 A J ;� -=--------------—f =�J 'a —'— -----+�,-------- - ------ it r `r 1 PLAN 1386 PLAN 1386 PLAN 1386 PLAN 1386 LOT 129 ELEV A LOT 130 ELEV MR LOT 131 ELEV B LOT 132 ELEV N ,a ROOF PLAN TPLEX SHEET NO: 1114-. T-0" AT 22-X34' LAYOUT 1/8' . V-0' AT Y,' X 17' LAYOUT A5.1 •6 EXTERIOR CZENER 5/4' TRIM W. (SEE avi TRM FULL LAP CO M W. ") FACING INTERIOR FRONT CORNER BOARD DETAIL I� PRE-MAN1F. GALVANIZED iWYS DRIP ED6E 2x4 5W AIMIA M FASCIA FASCIA OVER 5U8-FASCIA ON. (SEE ELEVJ F CHAIM ALLMNLM SOFFIT J GIIAIINEI EXTERIOR FINISH FLAT SOFFIT DETAIL HIP ROOF A 2x4 50 PIE-MAN.F. FASCIATR)55 6ALVANIZ® DRIP EDGE/4 SYIL HD. OR ALIHNLM FASCIAARDE f �. TRIM OVER 51.g-FASCIA� ELEV. FOR XFOSLRE DIMENSION (S CRANEL .LLLM" EXTERIOR SOFFIT FINISH HIP SOFFIT HARDIE ---�FA50IA DETAIL D SIN%,E FRIEZE W. SILL BELOW TRIM BACKER BD. I!2' BEHIND TRIM DRYNALL VOIN6 ON FURRIN& JAMB DETAIL 6ALVANIZED 2x4 SIV DRIP EDGE FASCIA PRE-FtANP. ALUMINUM FA501A TRU55 OVER VJD-FASCIA EXTERIOR O.N. FHtw ( ELEV) J CNAMEL (rz ALUMINH SOFFIT GABLE SOFFIT HARDIE D FASCIA DETAIL 6ALVANIZED 2x4 5W DRP EDGE FASCIA PRE-MAN1F. ALRHI" FASCIA TRUSS OVER SUB -FASCIA 5/4 SYN. BD. OR HARDIE BD. TRIM J CHANNEL ON (SEE ELEV. FOR (TYPJ ( I LEVJ EXP09M DIMENSION) ALLMN.M SOFFIT EXTERIOR FINISH GABLE SOFFIT HARDIE FA50IA DETAIL E SINGLE FRIEZE 80. SILL PAN fl_ASN9 M&BFWE OR JAMB SILL PIWI UT SEALANT SEALANT FLAN5E Spy AT SILL BALKER W. IX2 P.T. DAM BEHIND TRIM 20 5LL TRIM WATWR RREIASTANT U2' GYP. 6p. BARRIER #2 RESINSTA5TA YENT BARRIER #N %EATMN& BOARD ANJ BATTEN 51DIN6 HALL 51LL DETAIL 6ALVANIZED*Ox4 TRLSSW. DRIP EDGE CHANNEL ALUMNAI FAS OVER 51.6-FA 50 ASCIA LIHKH SOFFIT JCANNEL EXTERIOR FINISH RAKED SOFFIT DETAIL � HIP ROOF 12 12 rRc-rwvr. 2x4 SUB TRU55 FASCIA 6ALVAtIZED DRIP EDGE J CHAHg1 5YN. BD. OR ALUMINIM FASCIA JELEV) NAIR5/4 NA E BD. TRIM OVER SVB-FASCIA (SEE (SEE M. FOR EW'OSM DIMENSION) ALL INH SOFFIT EXT J CHANEL FLASH HIP SOFFIT HARDIE nFA50IA DETAIL SINGLE FRIEZE W. RAKED SOFFIT NAIL FIRST PIECE AT TOP OVERMAN& SET SECOND PIECE IN SEALANT FLASMIN6 PAPER OJERLAP5 "-PIECE FLASHII& NAIL 5ECOW PIECE ON TOP BOTTOM SEATMIN& WRAP SLIPS PAPER 5TEP I UNDER THO-PIECE STEP 2 FLA5RN6 NOTIs TO 5EA1. AMM PBEIRATI ri UW A 1Y"E METAL. PLATE 8®7DEV IN 111"M SEALANT.S Al" MRAP ABOVE TIE METAL MATE SIWD LAP OVER TIE MATE MNLE SIEATIN5 MAP EELOM IT SMW BE SLFPED WCATIL HALL PENETRATION FLA5HIN6 DETAIL Dlt tEN51ON LOCATION ON FLOOR PLAN TO DRYWALL VI MION LOCATION ON SLAB PLAN TO SLAB EDGE LIVINCI I 6 RAGE IOR KALL DRYWALL BASEBOARD 1 1/2" TO •I. FRAME WALL GARAGE WALL DETAIL DRYWALL CLIP DETAIL ISSUE DATE: 11.05.2021 FOR REVIEW REVISIONS: These drawinps are the pop" of Starlvd Homes and are not to be Idilzed for constrlxtion, or copied in part or in whole wNlhad permission tram the builder. ® 2023 sww Fbmes LAST REVISION ILA r LL z r� wMssws `�� TEMPORARY TAPE TO HOLD FLAP ZW16E HRAP-J ,� 51EA1HHK 9' Rar, H OPENING HINDOW 13A MNG METHOD "A -I' OA. A HIMPOH INSTALLER HILL OUT THE PAPER AT A 45- AN&LE TO POINT V IF AND 9' OUT FROM THE UPPER ICORWIR6 OF THE RarH OPENW.A B. THIS HILL MAKE A RAP' THAT HILL BE USED TO COVER THE HEAD PLASHING, IN STEP 6. OA I145TALL HEAD H.ASHIHHE OVER THE H INVOK FLANSE. B. EXTEND THE HEAD PI A5HN6 6' WYOND THE ROUFiHI OPENN5 ON EACH 5IDE. TEMPORARY TAPE TO HOLD FLAP LI11r "WJ ROUGH OPE IN5 INSTALL FLEXIBLE INSTALL FLEXIBLE AT HANDOW SILL FLA5NIN5 CORNERS q• AT HIHUGH SILL 5A1 WRAP RA%W HIWOW FLASHING METHOD "A -I' O341y PROUS& 2 A. INSTALL SILL FLA5HIN6 (EXTENDING, 4' BEYOND THE ROUGH OPENING ON EACH SIDE) B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT OR 6. INSTALL SILL HRAP (MUST COMPLETELY COVER ROWH OPENIHI6 SILL (INCLUDING, OORHER SHIELDS) HOIISE TLAF" 7 HEAD R A%W uN RA91110 5HLL HX0 6 wua�FWLSE HIDON FLASHNG M HOD 'A-1' OA ALLOW THE 8119 HS PAPER RAP' TO DRAPE OVER THE HEAD FI.A5HN6. ,-TEMPORARY TAPE TO HOLD FLAP f ` WXSE HRA7 7 � �SEATHMS 5ENM mw H "R.AWA BEFORE 116TALLATION HWOW FLPNSE SILL R.A%W WN VH FLASHING METHOD 'A -I' OA APPLY A CONTINJOUS BEAD OF SEALANT ON THE BACK 51DE OF THE 3 WINDOW FLANGE. B. INSTALL THE HIHIDOH ACCORDING, TO THE MANWACTIIRER5 5FECINCATION5. MATER RESISTANT CON5TIWTION TAPE OIE RA' YRAP� HEAD nA911N6 JAH RASIfl6 SILL RASHN6 H WM RAW NIIr XH FLASHNG METHOD "A-i' OA APPLY HEATER RESISTANT TAPE OVER THE 45' ANGLE CUT ON THE BUILDI1,15 PAPER B. ON INSIDE PERIMETER OF HINDON APPLY COHTINIO BEAD OF SEALANT OR EXPANDABLE FOAM WINDOW FLASH I NO AND WRAP DETAILS TEMPORARY TAPE TO HOLD FLAP LNG YR WI/ e %DW .HAM R.A511NG ME"fiANSE 5LL RASHMS WINDOW FLASHING METHOD 'A -I' OA. INSTALL JAMB FLASHIN5 OVER THE WNDOW FLANGE ON EACH SIDE. B. EXTEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' BELOW THE ROUGH OPENING. C. INSTALL THE WINDOW AOCORDIN5 TO THE MAHUFAC11IRER5 5PECIFICATON5. H Cz - V J f C f� x Q ISSUE DATE; 08.09.19 FOR REVIEW REVISIONS: These dra dnps are to prop" Of Stadw Homes and are not to be Utilized for constrlxtion, or copied in part or in whale without permission from the builder. ® 2023 starlight Hanes LAST REVISION WJERI.AYH W HST BE 96TNIM HIGH PRaU LAPS AHD PROVU AOEGI ATE PROTECTION FOR GP0111W5 •'-- 17 OV i II I I DRIP FLASHIN6 H9J5T BE I I I I I I FLED TORLY �'I DIVERT WATER _ ---LI IJ---- JCID I II II I I-- c II II I r-FLANGE MUST in W �/ I I FLAN BE SEALED TO PLYWOOD MINIMUM 2' OVERLAP � — — — — —L J I REg11RED BDS 116T LAP HlaHIHH b' AIU BE SEALED AS REaM 13Y NNIPAGWO BOTTOM 5EA M STRIP H1ST BE RACW OVER WM AYMEr TO ALLOM HiJISTLRE TO BE VVERM TO TE WIWE 9ffAa SHEEPHp: D-2 P><OMSERS.BLorww'sHwEsum5m PRBL RSEASNE f — Sam ADBNIBI wSmI15,0 ESM _ NOREIPAP 49 WWAID SATIEI HOUSE � cmH.A51RA CUT THAT Z MAWTS * U SI FLN6PRM EPSM 5TN161SIW b(fa m911A1Ift u: i T RA9M5 EMBLORS71fY' S OSRP 5was.PSmTO •� SUW1m.Pa NTI cj UtlK � x r R.As" OVER TOP or 5/4' IFAVE VP6KR5®II qE WRM 00" OF nacm Q HAIDE BD TRIK NO TnAMPOFOI WU — 5w5EiRFEO=v LEAVE A V4' SAP DETI M -Z' BafIOH of Sdf815 �— FLASFNIS /4U SwPK PLANK AS — — — — — — •— SHOWI. 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SHEATHING WRAP DETAIL INTERIOR DOOR ROUGH OPENING 51ZIN6 CHART DOOR 00 GALL ROUGH OPENING ROUGH OPENING - DOOR -O DOOR TYPE 51ZE ON PRINT DETERMINED BY DETERMINED BY R.O. HEIQHT R.O. SINGLE WIDTH x b-b OR INCHES TO THE INCHES TO THE DOOR WIDTH x 6-0 WIDTH OF THE CALL SIZE HEIGHT OF THE GALL SIZE WIDTH x b-b WIDTH EQUALS THE ADDING, 3 INCHES DOUBLE BI-PA55 OR GALL SIZE WIDTH TO THE HEIGHT OF 63" qq" WIDTH x &-O THE GALL 51ZE WIDTH x b-b ADDIN6 2 1/2 INCHES ADDING 2 1/2 I1401-1E5 DOUBLE BALL CATCH OR TO THE WIDTH OF THE TO THE HEIGHT OF b2-1/2" qb-1/2' WIDTH x &-O GALL SIZE THE GALL 51ZE DOUBLE WITH WIDTH x b-b ADDING 3 INCHES TO ADDING 2 1/2 INCHES T-ASTRAGAL OR THE WIDTH OF THE TO THE HEIGHT OF b2-1/2" 415-1/2" WIDTH x b-O GALL 51ZE THE GALL 51ZE SINGLE POCKET WIDTH x b-b ADDING R.C. INCHES TO ADDING 3 1/2 INCHES DOOR OR 2x TO THE HEIGHT OF 63-1/2" qq-1/2" WIDTH x b-O THE WIDTH OF THE THE GALL 51ZE DOUBLE POCKET WIDTH x b-bAE7U OR INCHES TO 4x THE ADDING 3 1/2 INCHES TO THE HEIGHT OF 53-1/2" qq-1/2" DOOR WIDTH x b-O WIDTH OF THE GALL THE GALL 51ZE n WIDTH n n n ADD 2" EQUALS ADD 2 1/2" Q ADD 3" Q SINGLE DOUBLE BI-PA55 DOUBLE BALL CATCH DOUBLE w/ T-A5TRIO ADD 2" ADD 113/4' 1�+ DM* GALL DALL Q GALL CALL I GALL 51ZE 517E �I � SIZE 5l ZE51ZE 51ZE SINGLE POCKET DOUBLE POCKET INT. DOOR ROUGH -OPENING SIZING CHART F-- Cz * N co J � +ct H ISSUE DATE: 08.09.19 FOR REVIEW REVISIONS: These drawings are the property of Stad4m Homes and are not to be utilized for comMdorn, or copied in pen or in whole widout permission from die builder. ® 2023 StadW Homes LAST REVISION 600 AMP SERVICE (3)-150 AMP MAIN TENANT BREAKERS / ENTRANCE RATED (I)-100 AMP MAIN HOUSE PANEL CM * � h w #1 #2 #3 HOUSE O1 J 2 1 0 120 240V 10 32 CIR 32 CIR 32 CIR 12 CIR MUD MLO MLO MLO 01 07 PANEL PANEL PANEL HOUSE PANEL Q t- (n ISSUE DATE: (2) 3' PVC 2' PVC 2"PVC, (cP Oft SL 05.25.2022 FOR REVIEW BY OTHERS (1) 04 CU (1) #4 CU WIRE BY OTHERS (3) 2A ALUM (3) #1 ALUM I I I I I I I REVISIONS: 2GALVRODS I I I I I #2 CU _fi L 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 utilized for construction, Or PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE copied in part or in whole n VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. 7-UNIT ELECTRICAL PANEL DIAGRAM DETAIL 1 1' .1'-0' AT 22X34" LAYOUT = 1'-0' AT 1 I" X 17" LAYOUT I I I r I 112"I PRP 3^ I p5� I 3 SOJ I \\ I J I1112' �P d� without permission from the builder. 0 2023 Starlight Homes LAST REVISION I I 1 I I I I 2' I 11112' I i LAST SAVED BY: 600 AMP SERVICE / (4)-150 AMP MAIN TENANT BREAKERS I I �, I I I ENTRANCE RATED 01 0 #4 #5 #6 #7 �J �G 2, G 2^ 120 240V 10 32 CIR 32 CIR 32 CIR 32 CIR MLA MLO MLO MLO 01 01 PANEL PANEL PANEL PANEL EGA 6E �O 3 y/ (2) 3" PVC 2' PVC f1 Q a BY OTHERS WIRE SY OTHERS (1) #4 CU (3) 210 ALUM ,(.9 W W c NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC Q PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE PLUMBING INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 20M FLORIDA PLUMBING CODE, 7TH EDITION. PLUMBING RISER DIAGRAM 1'-0" AT 22"X34' LAYOUT 1'-0"AT 11' X 17'LAYOUT 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 3 1' - V-0" AT =X34" LAYOUT = 1'-0" AT 11' X 17' LAYOUT BUILDING CODE FLORIDA BUILDING CODE. RESIDENTIAL, 7TH EDITION (2m) MINIMUM ROOF LOADING: TOP CHORD LIVE LOAD: LESS THAN 4112 PITCH 20 PSF 4112 PITCH OR GREATER 16 PSF TOP CHORD DEAD LOAD: METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAYTILE 15 PSF (REFER TO NOTE I) 1. BUILDER SHALL VERIFY WITH ROOF COVERING MANUFACTURER'S 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 W PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRS/SV ING DOOR 30 PSF ATTIC LOAD CONCURRENCV 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_60 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 ZY324NCH 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 ASSEMBV WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 244NCHES 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 HANDRAILS: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 200 LBS IN -FILL COMPONENTS 50 PLF DEFLECTION CRITERIA: ROOF RAFTERS/FRUSSES LIVE LOAD L1240 TOTALLOAD L/240 FLOOR JOISTS(TRUSSES LIVE LOAD L 1360 (REFER TO NOTE 3) TOTAL LOAD 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 VIAND LOADS WITH PLASTER OR STUCCO FINISH _L / 380 WIND LOADS NTH OTHER BRITTLE FINISHES L / 240 VIAND LOADS WTH FLEXIBLE FINISHES L I180 DFFERENTAL DEFLECTION: 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: 0.20' MAX DIFFERENTIAL DEFLECTION TOTALLOAD / 180: 0.27' MAX DIFFERENTIAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L1360: OAT MAX DIFFERENTIAL DEFLECTION TOTAL LOAD_L 1240: 0.20' MAX DIFFERENTIAL DEFLECTION ABBREVIATIONB A.B. ANCHOR BOLT A/C AIR CONDITIONER INT. INTERIOR A-F.F ABOVE FINISHED FLOOR MAX MAXIMUM A.M.U. AIR -HANDLER UNIT MCD MONTA CONSULTING B 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 t CENTER LINE D.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 REDD 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 SQ. FT. SQUARE FOOT/FEET FNQ FOUNDATION SUB SUBCONTRACTOR 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 T.O W TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYP. TYPICAL GYP. GYPSUM U.N O. UNLESS NOTED OTHERWISE MDR. HEADER VERT. VERTICAL HGT. HEIGHT NA WITH HORIZ. HORIZONTAL WWVF WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND CODE ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, 7th EDITION (2020) WIND DESIGN REQUIREMENTS' RISK CATEGORY BUILDING TYPE VB WIND SPEED (ULTIMATE) 139 1"10 WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18 MAXIMUM MEAN ROOF HEIGHT 30 it VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 PBr � I ZONE 4 8 4 FEET FROM ALL EXTERIOR ROOF SHEATHING & NAILING: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE PRESSURES (PSF) ZONES PRESSURES (PSF) 0 - 19 R1 +29.2 -31.7 +29.2 -39.1 20-491I] +27.9 -30.4 +27.9 -36.5 50-99fe +26.2 -28.7 +26.2 -33.0 100 -199le +24.9 -27.3 +24.9 -30.1 200+1I2 +235 -26.0 1+23.5 -27.8 7'1 x S'-0" GARAGE DOOR +25.7 -29.1 7'-0' z 1a.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 VIAND PRESSURES. ROOF SHEATHING AND NAILING SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: ROOF PITCH EAVE/RIDGE INTERIOR ALTERNATE EAVE /RIDGE INTERIOR 2, INIMUM NAIL SPACING SPACING NAIL SPACING SPACING b O w0 ICKNESS TYPE (EDGE/FIELD) (EDGE/FIELD) TYPE (EDGE/FIELD) (EDGE/FIELD) �m ? 4112&LESS15/32" q32/16 RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 4h1128 GREATER 7/16" RSRS-01 6/6 6/6 0.131"z3' 4/6 6/6 RECOMMENDED 19/32" RSRS-03 or 6/6 6/6 0131"x3- 4/6 6/6 (ALL PITCHES) RSRS-04 FO ' ALTERNATIVE IF PERMITTED) 32/I6 15/32" RSRS-01 6/6 6/6 0.131"z3" 4/6 6/6 '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 RW3.2. CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS, OSB OR PLYV400D (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. FOR TILE & METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN SPECIFICATIONS. 2. BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WTH THE SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS. 3. SHEATHING TO BE PLACED VATH LONG DIMENSION 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. 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH LESS THAN OR EQUAL TO 4112. THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE STRUCTURE. 5. THE'EAVE/RIDGE"ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS. 6. EDGE= NAIL SPACING ALONG PANEL EDGES. 7. FIELD = NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. S. RSRS-01, RSRSM. RSRS-04 ARE RING SHANK NAILS MEETING THE SPECIFICATIONS IN ASTM F1667. 9. 0.131" X 3" SMOOTH SHANK NAILS MAYBE USED IF NOTED IN THE ROOF SHEATHING AND NAILING TABLE. 'N.P.' INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TILE ROOFS, 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY WHEN PERMITTED BY THE MANUFACTURERS 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 MAYBE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL WATM(1}ROW 0.131'z2-12'NAILS AT 3'O.C. AT EDGES, AND 6' O.C. IN THE FIELD. INSTALL MIN. 2x4 SYPL2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL VNF10 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' z 2-10 OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT-D PPED 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 2x4 SYP 02. NAILED AT EACH END WTH (3} 0.131' x 3' TOE -NAILS. Q INTERIOR ZONE EAVE/RIDGE ZONE EAVES AND RIDGES O `- / PER FBC-R301.2(7) STANDARD NAIL SCHEDULE GENERAL DIAMETER/ STANDARD NAIL LENGTH HEAD DIAMETER ad 0.131-x2? .281' 10d 0.148' x 3" .317 .131'x Y GUN NAIL 0.131'x7 .281" 12d&led SINKER OA48'x3}r .317 16d 0.167 x 3? .344' (RSRSAH) RING SHANK 0.113'z2e .281" (RSRS-03) RING SHANK 0.131'x2}' .281" (RSRS-04) RING SHANK 0.120" x 7 281" 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 SHEET SHEET TITLE o a ��•� /tj�',i S1 STRUCTURALCOVER LL S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN Q w S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S4 NOT USED S5 FIRST FLOOR FRAMING PLAN !` o a w (o rn Q®e S5.1 FIRST FLOOR FRAMING PLAN S5.2 NOTES & CONNECTOR LEGEND S5.3 ROOF FRAMING PLAN C") o N W Z • O S5.4 ROOF FRAMING PLAN S6 MODEL SPECIFIC DETAILS N '• �� �? SD1 GENERAL DETAILS SD2 GENERAL DETAILS o SD3 GENERAL DETAILS S134 TWO STORY DETAILS o SD5 TWO STORY DETAILS SD6 PARTY WALL DETAILS H z SD7 PARTY WALL DETAILS Z. H SD8 PARTY WALL DETAILS a 0 a PW1 U373 WALL ASSEMBLY w PW2 U336 WALL ASSEMBLY ° PW3 NOT USED < p Z U o PW4 U347 WALL ASSEMBLY � PW5 V344 WALL ASSEMBLY o o SDWC SDWC DETAILS < , Lu SDWF SDWF DETAILS w W 3 WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS g o Z. Hz O J C;�jF Z MASTER UPDATES p w� NUMBER DATE DESCRIPTION INITIALS j J o � N E #Aa K H 1 6/9/2023 CREATED 7-UNIT BUILDING TYPE W PER TYTH-BLDG 5 (BFS) DP m N F U 4 _ m 0�� woFW <3g ao sw_J o <~v 0. W �/� v/ 051pQ y i FW 6 t w 5� Z , Q 0 U C C < W oz w a r OD N C + 10 O! O0 Z = m �m Z Q J 7 C O o< Q o UJ=0 � m J Lu i S W Z a. - i w m X Q 0 F - � -0 0a0 C) J X 2 Q wow 4tJN H G. y U,I. • z CL Hf 0 O SiRl1CiURrY END: TH ORAFTINo: �j m 2 F� S1RUCi: DP aCNECK: CC U rc w JOB No. STAR-17134 m t 5 t- BG1IE: AS INDICATED DAre: aB21m i � U U N= o 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 TERMRETREATMENT 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. B.REFER 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 MOOS REOD LAP SPLICE. EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE40 I GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" .1 'C 'D" '8' 'C 'D' MASONRY "D' CONCRETE #3 2.114" 4-1/2" S' 15" 2-1/4' 412' 6' 15" 18" &4 3' 6' 6' 20' 6. 20' 24- 3314' 7-12' 6' 25' �7-IrT 25' So. #6 4-12' 9' 6" 30' 40'&7 5-1/4" 10.12' T 41' 53' S3' O 03 = 214- U 44=2Ji K5=2)4' i6=3' 97-3)4" U 9• LAPBPUCE STANDARD 9VHOOK BTAIDARD1WHOOK 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 1 ", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. WELDED W RE FABRIC SHALL CONFORM TO ASTM A485 FOR &&WI A.W1.4 W AF SHALL BE LAPPED AT LEAST S' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF VWW. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WTH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE• ACI 318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,' ACI 301. 4. FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WTH A STANDARD 90-DEGREE HOOK AT THE CORNER, REFER TO TABLE MDOS 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) SMALL CONFORM TO ASTM C90, SHALL BE NORMAL WEIGHT, SHALL BE LAID IN RUNNING BOND, AND SMALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (rm) OF 20DO 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 SMALL BE UTILIZED WITH A MAXIMUM AGGREGATE SIZE OF 3104NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 30DO 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 SMALL 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 8'-0' 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. 8. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W/ MIN. 16 GA TIES SUCH THAT DISPLACEMENT WLL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION. 9. VERTICAL REINFORCMENT SMALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 9NDEGREE HOOK INTO THE FOOTING REINFORCEMENT. 10. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. 11. EXCEPT AS SPECIFICALLY NOTED THIS PUN, THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS 002-16). 12. HEAD MORTAR JOINTS AT PRECAST W NDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES -1IV TO+ 10 14. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR M 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 NAILWI MIN. 1-1W EMBEDMENT OR 114' TAPCON W MIN. 1-10 EMBEDMENT G Is- O.C. MEASURED VERTICALLY AND 4" FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR M MAX 24' O.C. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC •NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION-, LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPFl2 OR SPFs1N2 SMALL BE SPRUCE -PINE -FIR VISUALLY GRADED 'No.1Ho.2' BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP{2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED'No 2' BY SPIB, OR BETTER. 4. OTHER LUMBER SMALL BE VISUALLY GRADED "No. 2- OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SMALL BE SPFY1/&2 OR SYP12 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 WTH AWPA M4. 8. 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 A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATNE-TREATED WOOD. S. 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. ACOC, ACO-0, 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 WTH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AIAPA U7 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH 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 OTHERW SE NOTED. 17. AT ALL NON -BEARING WALLS: FRAME STUDS ® 24" O.C. W/ SINGLE TOP AND BOTTOM PLATE. LEAVE 1-12' GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WTH 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/TRUSS 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 REG. 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 DRAWNGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WNDOW INSTALLATION ALONG V14TH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3W PLYWOOD MIN. OR 2332' OSB MIN. APA (4824) 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 ANSVAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS). 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 BEAMS I STUD COMB. NO. 50 GLULAM SCL E=1.9 MPSI E=1.7 MPSI E=2.0 MPSI E=1.5 MPSI FBY=2100 PSI FB=2650 FB=3D00 FB=2200 FBX=2,100 PSI FT=1650 FT=1700 FT=1500 FCII = 1,700 PSI FC 11= 3D00 FC 11= 30DO FC II= 2100 FC_=450 FC_=900 FC_=45D FV =285 FV =285 FV=150 CEILING CONSTRUCTION 1. USE 10 CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2.5A1' TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING 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 W 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 WTH 12-INCH (12.7MM)GYPSUM BOARD. 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 SORATE(SSX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING. 2. WOOD TREATED WTH 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 WTH 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 ENGINEERS SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN A.ALL TRUSS COMPONENTS SHALL BE DESIGNED WTH LUMBER HAVING A SPECIFIC GRAVITY (G) OF AT LEAST 0.50 B. THE TRUSS DESIGN/SYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGNISYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS. 2. THE TRUSS MANUFACTURER SHALL VERIFY TRUSS GEOMETRY WTH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURERS 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. JOBSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WTH THE CURRENT EDITION OF SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI). B. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WTH 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 MAYBE 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 BV THE DELEGATED TRUSS DESIGNISYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN.2X4 SYP n BLOCKING: A. WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO TRUSS TOP CHORD W/(2)-ROW5 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 W/ (3} OA 31' x 3' TOE- NAILS OR FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. C. PLYWOOD EDGES AT RIDGES REQUIRE BLOCKING W/ (3) 0.131' x 3' TGE-tNALS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS'X' BRACING: MIN 2,4 SYP f2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER./(3)-0.131-X3- 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 01 HIP GIRDER AND/OR (4) SAYS AFTER GABLE END BRACING. SEE SCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2.4 SPF E2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0' O.C. MAX YIN TRUSS SPAN OR PER TRUSS DESIGN DRAWNGS. ATTACH W (3).0.131-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 DRAWNGS & BCSI-B3. CT -BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-83) 13. AT RAISED HEEL TRUSSES, 2.4 SYP 82 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 0.131' x 3' TOE -NAILS REDO. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12' TALL 2z4 SYP 02 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W (2) 0.131' x X NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER BCSI-B3. 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. OTHERWSE 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 WOUT WRITTEN APPROVAL FROM MCD. 16. IF DESIGN DOCUMENTS INDICATE THAT AN AIC 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 DRAWNGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR AIC SUPPLIER. REFER TO DETAIL T801 THIS SHEET. PER CURRENT EDITION FBC-R SECTION M1305: NOTE TO CONTRACTOR: ATTICS CONTAINING APPLIANCES SWILL BE CONTACT FOR FOR PROVIDED WTH AN OPENING AND CLEAR AND ADDITIONAL REVIEW PRIOR UN OBSTRUCTED PASSAGEWAY LARGE ENOUGH TO TO CONSTRUCTION IF ALLOW REMOVAL OF THE LARGEST APPLIANCE BUT TRUSSIPLAN ORIENTATION NOT LESS THAN 30' HIGH AND 22' W DE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN 30' DEEP AND 30" DIFFERS THAN INDICATED IP 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 r- PLAN ROOF SHEATHING P ATTACH PER NAILING SCHEDULE 22'MIN. GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER 2SYP RAT RUN UNIT OR SYSTEM TOO AND AND BOTTOM MIN SHALL BE PROVIDED BY MECHANICAL (2) BAYS PAST A/C i CONTRACTOR OR BY LOCATION. MIN (3) BAY OTHERS, NOT BY MCD LAP W/ (2) 0.162 z CH &3 312' NABS TO EA TRUSS. TYP EACH SIDE STANDARD TRU58 BOTTOM CHORD BO A/C IN TRUSSES 3I4"=1'-0" 2T>>.1LT473i 7:[•it3e I. OMifED REBAR DRILL A 314" 0 HOLE MIN. 6' DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL i5 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 SONDBEAM POUR. USE 30' MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WTH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIR CONSTRUCTION 2X1ZS MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SIRSTTRInON WOOD STUDS MAY BE SUBBED w/METAL STUDS IN NON -LOAD BEARING WALLS S. OMITTED J4K LT -12' ALL THREAD ROD w/ 2' x 2"SQ. WASHER DRILL & EPDXY w/ SIMPSON SET-XP EPDXY WTM MIN. T EMBEDMENT. -12"x6" SIMPSON TITEN HD THREADED ANCHORS W/LBP12 WASHER MAYBE USED ILO 12' J-BOLT. TAPGON FASTENERS MAY BE USED ILO SIMPSON TITENS S. MORTAR JOINTS FOR BED JOINTS IW-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. RED'D) FOR HEAD JOINTS GREATER THAN 3W, GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE 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 1N(2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D 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, OVEPNANCING CMU WALL -FOR CMU OVERHANGING FOUNDATION <Irr, NO FIX IS REO'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +12'-1-13', GROUT FILL FIRST (3)COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-U8". CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: - W DE FLANGE SECTIONS: ASTM A992, FV = 50 KSI FU = 65KSI - TUBE STEEL (HSS): ASTM A500, GRADE B, FY = 42 KSI - PIPE STEEL ASTM A53, GRADES, FY = 35 KSI - ALL OTHER STRUCTURAL & MISC: STEEL: ASTM A36, FY = 36 KSI 2. STRUCTURAL STEEL CONNECTIONS: - ALL BOLT CONNECTIONS SHALL BE AT-SNUG-TIGHP 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 E70XX ELECTRODE 3. STEEL SHOP DRAWNGS TO BE PROVIDED TO FOR FOR REVIEW AND APPROVAL BEFORE FABRICATION. SHOP DRAWNGS 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 WTH PLANS AND SPECS PROVIDED). . SUBMIT l 1 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 SUPPLIER SHALL DESIGN TRUSS TOP CHORDS AND/OR BOTTOM CHORDS TO SUPPORT A MIN. (2) 751b POINT LOAD EACH TRUSS AT THE A/C LOCATION. MEANS OF A/C SUPPORT SHALL Imo- STANDARD TRUSS TOP CHORD VARIES BY OTHERS /- TRUSS WEBS NOT J SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2.4 f2 SYP CROSS BRACING (AT 45') W (3) 0.148' x 31M" NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REOD FOR LEVEL WORKING SURFACE �`i�iiie►44&&� '1o11 SO N a N 0 N J M O S Q Z 1­a3 X � o w W ZO la-awy U)rnF p &TRUCNRAL ElD: TH DRA5TIN0: (9 � sTRucr: DP aC CHECK: cc O .NOS No. q STAR-17134 rSCALE: AS INDICATED w _TE: 062123 a I f 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. INSWING DOOR RECESS NOTE: - FOUNDATION NOTES: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT 1. PROVIDE MIN, B MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO RE UPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. r AND SEALED. REFER TO FSC-R CURRENT EDITION SECTION RR61.3 FOR I I COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOW THE TVP. a RECESS DETAIL. INSWING DOORS WITH NO COVER 2. FABRICMWF). PLACED IN MIDDLE T SLARM In OF S4xS DMPTMOEO MARE O FABRIC (OR BA PLACED IN MIDDLE TO UPPER BIE OFESH DEPTH OVER S REQUIRE A RECESS MIL. VAPOR BARRIER M S COMPACTED FILL (FIBER MESH MAY BE USED ILO U NNYF,WXETOOERMITIM). MEETS OR EXCEEDS SPECIFICATIONS SETFRTH - IN CURRNT CODE EDITION). 738GOR 13B8-LIT 1388A02 7388-A 138EMR 13888 1388-N 3. CONSULT NMWN.SMCIFC TIONSMR RTOP Rlfl ORRECEWNG000R SILLS. INSWING DOORS WITH COVER (MIN SFr RADIUS IN ALL DIRECTIONS FOR p BUILDING KEY SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IFMIN COVER S NOT MET IN ANY DIRECTION, ARECESS IS REQ'DSCONTRACTRTOMULONTHETYP. w RECESS DETAIL. INSWINGWITH DOORS NO COVER REQUIRE A RECESS z 4. EXTERIOR SLABS SHALL SLOPE 1/d• PER FOOT AWAY FROM HOUSE. 5. CONTROL JOINTS (IF SHOWN)ARE NOT REQ'D SVCODE BUTARESUGGESTED {� (ESPECIALLY WREN USING FIBER REINF. GONCJ OONTROL JOINTS TO SE SAW 4r` CUT A DEPTH OF IW OF THE THICKNESS OF THE SLAB. FILLCUTMAPPROVED i JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. S. MECHANICAL EQUIP. LOCATIONS WILL SE DETERMINED BY� '���•••Ne�� COMMUNITYSCOUNTYCODES. 7. FOUNDATgNSANDSUPPORTSFOROUTDOORMECMANIC& SYSTEMS SHALL BE RAISED AT LEAST r ABOVE THE FINISHED GRADE !0 Q AND SMALL ALSO CONFORM TO THE N MUFACTURER5 INSTALLATON-1 - (pLL Iz w INSTRUCTIONS. aN NA S. NO WOOD STAKES PERMITTED N FOUNDATION. �w IFw 9. PENDING SITE CONDITIONS, FOUNDATION MAVHAVETO BESTEPPE vow Q Icy SEE SHEET S3FOR ADDITIONAL INFORMATION. GCTODETERMINEQ LOCATIONS IF REOU IR ED sM ' 10. SEE DETAIL TABLE MO. ON 31 A FOR REQUIRED STEEL BENDS AND SPLICE, SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STE DOWN AN D CORNER INFORMATION. 11. ANY EQUIPMENTMMRAPPLIANCESHAVIN M.N IT10NSOURCESHALLT 1 Sg•g BE ELEVATED A MIN OF IW. CONTRACTOR TO PROVIDE SUCH PLATFORM W EITHER MASONRY ORON WOOD CSTRUCTION I 12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPAC 1 illl 19-IT (2-STORY FTG) 29-0' (2-STORY FTG) 2D-0" (2-STORY FTG) 20'-0- (2-STORY FTG) PSF (SEE SOILS REPORT AND SPECIFICATKNIS PR COMPACTION m ¢ (fir �. REQUIREMENTS). IFSOILCONDITIONSNTHEPROAMTDONOTMEETOR p �.Jill'R d 312 EXCEEDTHECAPACITY. TNEGENEMLOONTRACTORSHALLCONTACTMIE o r 5,2 512 512 EN GINEERPRIORTOFOUNDATIONPOURFORWRIF TMOFMUNDATION _ z DESIGN. SOIL TO BE FREE OF 00.GANq MATERWL ARO CRESNE SOILS. 10'{Y 9'$ 12 10'{y 9'$ 72 10'-0' 8'$ 12 9'$ 12 10'ff I COMPACTED IN 12' LIFTS TO AT LEAST 9SN OF MAX DRY DENSDV AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR ). F FOB I THE FOUNDATION SIZES INDICATEDON THE FOUNDATION PUN HAS BEEN r W S S3 DESIGNED FOR A MINIMUM SOIL BEARING CAPACITYOF 2. MF. 13. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE O F _ F I REOUIREDCOVRSES FORSTEMWALLFOUNDATION.SEESTEMWALLCHART W U F A/C FAO I 53 I AIO PAD FOB I FOR WA L. I ED REINFORCEMENT NOT AND FOOTINGACT E. TOPIDREVI WARDDEPTH OF O r Z 0 4-tPPRREOMDALL. IF CNART IS NOT PROVIDED,CONTACT EOfl TO REWEW AND rc ZQ 4 S F F I k FB I 14. IFSTEM WALL ISREQUIRED TO BECONSTRUCTEDTALLER THAN THE n zo a S. F F Aq PAD 3 F 3t. AJC PAD ♦ Y HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE-STW- rc > T S3 x~ ....,,,. <W....--._ _.,: I tljIII/LL f I _. _... .__. CONTACT E.O.R. PRIOR TO CONSTRUCTION 2 z („) � MF 15. ALLFWNDATgN PADS WHERE SHOWN ON THE BELOW FOOTING p � fn SCXEDULE SHALL BE INSTALLED NMERE THE DEPmI OF THE _ W F I S _.. ,,... .......r I S FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION Q MAINTAINING A MINIMUM DEPTH AS SPECIFlEDTHEMUNDATION x U I 3 I I _ _ _ -I - - _ _ - I $3 I I PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE s� H CONDTIONSAND/OR LOCATIONS CONTRACTOR TO FIELD VERIFY2 (SIM EXTERIOR I ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT w 28 3� 26 I I STAB ADJACENT I REQUIREMENTS ARE MET3.5I TO FOOTING) I 18FIELD TOVERIFYqLLGASLINEANDPLUMBINGLOCATIONSPRIORTOO 7$3/4' 3'-1" I 5'-101M' I I 1POURINGSLAB 3'-101/4' 18'-1 3/4' 3'-101M' 16'-1 3M' 3'-10118'-1 3I1' - z ^ O I 014r FIN. FUR. I � FOOTING SCHEDULE � 1312 THICK CONC. I n a 12'kl7kITdpw/W1EQUALLYSPACEDEA. S Z I SLAB WV WELDED WARE O 1 (FABRIC OR FIBER MESH O WAV MIN.7 HRD:. CLEARANCE BETWEEN MIN (2)85 E.W. 0 ^ Z �tf I I I AS INDICATED IN ( I I I BARS S r MIN. COVER TO EDGE OFCRC. p O < y S'z 10 i � W w�i 6" ZLIDEDVIRE 3 FABRICtlOR FIBER MESH AS INDICATED IN -/ p " FOUNDATION NOTES 02 Fi I I I F I t I. I P 9-1012 ail 4A 4A :�' AS I4`� Cj - _j I =; I U, L 1o•-r I912 I I I -�S3 ,�s�����,...M RwAa•����rllr. w �� FOUNDATION NOTES i2 17x24^ 17 dpw/i6a EQUALLY SPACED EA. 2P 510E @3" O.C. S MIN O z � _ I_ _ ( I _ _ I (-. 1A WAY MIN 7HORIZ CLEARANCE BETWEEN p F -I I - - - - - I - - _ - - BARSd3"MIN COVER TO EDGE RCONC. (3)05 PARALLEL To 17 � K f1 'LIT. I J I1 I CJ I I ��, :::i "' CJ I 0 T I 24"x24"x17 tlP w/M5'sEWALLY SPACED EA a a L�L ,w M12 V '7S 2 WAY MIN.7 HRR CLEARANCE BETWEEN MIN (3) i 5 E.W. }e� ONC. I _ I I 3-12 THICK CONC. I ,.:.. O BARS d T MIN. COVER TO EDGE OF CONC. w ZY )ED WIRE SLAB YW WELDED WIRE ' 24M28'x77 dp w/f5'c EQUALLY $PACED EA F H O FVVV 3ER MESH ti �./ I I ( 1 FABRIC OR FIBER MESH I 2.3 WAY MIN.7 HR2CLFARANCE BETWEEN MIN (4)iSE.W. j L JYa� I1 AS INDICATED IN #I 2.5 IIN TO EDGE OCONC. FOUNDATION NOSTdpw/iEQALYSPAEDFNOTES 02 I 0�VQ`� A. ;( I MIN (4)i5EW. BARS& r MN. COVERTOEDGERCONCR __SS WAYMIN2HR¢CLEAANCEBETWE N MIN(5)i5E.W. O r W Z _.. _ ' i 1 BARS dr MIN. COVER TO EDGE RR CC. z J a... CJ I I ',:Y I ( ... .. .. I CJ7 .. () �i 1 I O BAY MINT MO. CLEARANCEALLY BETWACED EEN O F r �i .... a I -"' WAY &r H.COVERTOEDBETWEEN MIN (5)pSE.W. O O ~ _ .... _.;� 47x42'xlyd w/#Sa EQUALLLY SPACED EA. W WO F1111, .F 4 3.5 WAVMIN.7HRQ.CLEARANCEBETWEEN MIN(6)iSE.WwLuCJ$3 I J i• _ Gi;- 10'-711T J ' SS BARS d r MIN. COVER TO EDGE OF CONC.ury/. e _ 47X42'hl6'IP w/ iSa EQUALLY SPACED EA.WAYMIN.7HRIZCLEARANCEBETWEEN MIN(S)i 5 E.WIV-712BARSdTMiN.COVERTOEDGERCONC. ��. Z 2 - - 4Bk48'k17 OP w/MSa EQUALLY SPACED EA 'a O BARSdr MIN. COVER TO EDGERCEN MIN Q)i SE.W. C y C 9 12 I I I 912 7 12 dSY4Bk16' dP w/15'a EQUALLY SPACED EA. U M { 712 912 I F03 I I 4A WAY MIN. 7 HRIZ CLEARANCE BETWEEN MIN(7)0 S E.W. <Z { F BARSST MIN. COVERTOEDGERCONC. �,I - --••, .1... I I U _ I--_�.... S I d8'x4BY24'tlPw/i5n EQUALLY SPACED EA. ww N 4D 1 n! RQ.CL I a� 4B WAYMIN.7HEARANCESETWEEN MIN (e)iSE.W. py I BARS d T MIN. COVER TO EDGE RCRC. O S >� j I I 53 I. """""" I I I 57x52'klr dP w/ i6a EQUALLY SPACED EA. (7 m O n m F I F ii F 4.3 WAY MIN. 7 MRQ. CLEARANCE BETWEEN MIN (7)05 E.W. Z N O H H S BARS d r MIN COVER TO EDGE RCONC. p Q % !�__�.____� I -_____ I ____T -_-- 54"XS4'AMINl6'dp wg5's EQUALLY SPACED EA. aw J�1 O �rHMO CJ __ I I 4.5 BARS Sr MN.COVER TOEOGEWAY EOFCONC. BETWEEN MIN B)i5E.W. Q < W 7 Q u I I I 5,154Y2r dPwAn EQUALLYSPACED U. z OM�I WAYMIN.TMOR CLEARANCEBETWEEN MIN (9)i 5 E.W. 50 2 Q y BARS d T MIN. COVER TO EDGE RCONC Bth80't18'tlp wAA5's EQUALLY SPACED EA 1 ----- 5 WAY MIN. 7 MRIZ CLEARANCE BETWEEN MIN (9)05 E.W. p h a 0 F I S / O BARSST MIN COVER TO EDGE OF CONC. ¢ w rT O - O zLL I F7 I 2 O x` I SB'x88'x18"tlP... a EQUALLY SPACED EA, J IWYPp' 53 rvLL U 3 I 5.5 WAV MIN7HR2.CLEARANCEBETWEEN MIN(70)i5E.W. F1 - BARSS 3' MIN. COVER TO EDGE OFCONO LL 3 !r7_� . I S aF I _._ I ' F' _ I I § 2 I W 7'-1 1l4' - 8'-0" 1'S 1% B'O 12 8'-0' - 6112 6-12 -11' 8'- ' ,'-9 12 1 4 1M' 18314 1'-1 3/4' i'-11 12 i'S 12 8 3/4' 1'-1 3M' 1'-1 3/4' 8 3/4' I i 11'-7(25TORV FTG) 5 1M" 7'$ t2 (25TORV FTG) 11'$" (2STORY FTG) B'-3' (2-STORY FTG) 11'g (2STORV FTG) 8'•r (2-STORY FTG) B'3' (2-STORY FTG) 71' 9' (2STORV FTG) 5,2 ,3s'g FOUNDATION PLAN 1386-OR LOT 126 1386-LR LOT 127 1386-KR LOT 128 1386-A LOT 129 1/4'�V-0" i � srRucr: w � a cHEx cc w JOB No. STAR.171U rSGLE: AS INDICATED UJ DATE: OW21M I f S2 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, ortransfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited I 1 I Y j 13M,OR 13SS-LR 1386KR 1386-A 1386-MR 138" 1386N BUILDING KEY ?w _ UH I I I I I 1 20'-0" (2STORY FTG) 20'-0' (2STORV FTG) 19'-10" (2-STORY FTG) s 12" 1 O'cr 9'6 1? 9'S 12 101-T 9'S tYI IU-0" I - FOB F FOB 171 FOS § = LL FOB 3 rr- -- 3 aN I A/C PAD I 3 + AA; P U § MF3 =7 3 r a @ 3 Y MF3 , a @ S w...._....-_.= 53 I ... ...-.._. ...._...... .EXTERIOR I I I I MF ADJACENT I I I I I 2.8 I S OOTING) I I I 3 I I 5'-101/4" I 3•-l' 3'-10114' ( I'-101M" I 16'-13/4" I I 3'-101/4' I 15'-113/4' I I 0'6' FIN PLR. I I I I 1 ' 3-12" THICK CONC. I I I SLAB Wf WELDED WIRE &t w FABRIC OR FIBER MESH IAS AD IN FOUNDATION NOTES 47 I_ _ _ _ I CJ I I I }I _ _ 1 n CJ 0�_. �•' FIN._FLR.. (,. I I I CJ I 0� -0' FIN. PLR. - I JT .. T 3-12'THICK CONC SLAB NWELDED WIRE MESH -- I A�N INDRIC ICATED IN FOUNDATION NOTES#2 �I 1..� I ! I3-12TH I 1 ICK CONC. ,,,,, , SLABWWELDEDMREF!1 AS NR MESH FOUNDATION NOTES#2 i I I � I I T ^ I 9'-1012' �� 2� L -, 10'-7' rl� a � 9 12" 4Tr= INSWING DOOR RECESS NOTE: FOUNDATION NOTES: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT 1. PROVIDE MIN. S MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE LPPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. W AND SEALED. REFER TO FSC-R CURRENT EDITION SECTION a5061,3 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS m REQUIRED AND CONTRACTOR TO FOLLOW THE TYP. 2 PROVIDE 3.10' THICK 2S00 PSI CONC. SLAB M Ba&aW1.4aM A WELDED WIRE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRICI WW9, PLACED IN MIDDLE TO UPPER IO OFSLAB DEPTH OWRB O F REQUIREARECESS MILVAPORME BARRIER S COMPACTED FILL (FIBER MESH MAY BE USED ILO T U INCUWHEN OMMESHMEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENTCODE EDITION). y 3. CONSULT W MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR U SILLS. INSWING DOORS WTTH COVER IMIN SFT RADIUS IN ALL DIRECTIONS FOR O SIDES Of DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQ'D & CONTRACTOR TO FOLLOW THE TYP. w RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS 4. EXTERIOR SLABS SHALL SLOPE 1W PER FOOT AWAY FROM HOUSE. I # rOiy S. CONTROLJOINTS(IFSHOIM)ARENOTREQ'D BY CODEWTARESUGGES ' * 161'_`s- (ESPECIALLY MIEN USING FIBER REINF. CONC.j CONTROL JOINTS TO SE, E vJ CUTADEPTHOFU4"OFTHETHIOKNESSOFTHESLAB.FILLCUTWAPP ... JOINT MATERIAL OR USE ALTERNATEAPPROVED METHOD. .I 6. MECHANICAL EQUIP. LOCATIONS WILL SE DETERMINED BY �`'1� •Sf COMMUNITY&COUNTYCODES. 7. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL` SYSTEMS SHALL SE RAISED AT LEAST T ABOVE THE FINSXED GY#� THE coV Q AND SHALL ALSO CONFORM TO E MANUFACTURERS INSTALI,�y(iN ` INSTRUCTIONS. Cw Wj &. NO VAOO STAKES PERMITTED IN FOUNDATION. a � Z v' ix 9. SEE ING SITESHEET CONDITIONS, ALINDATION FORMAIMY NAVETOBESTE L- SEE SHEET IF FOR ADDITIONAL INFORMATION. GC TO DETERMI LOCATIONS IF REQUIRED 10. SEE DETAIL TABLE MDDBON S1.1 FOR REOUIREDSTEELMN SPUCE. SEE DTLMF09ANDMF100N S3FDRSTMDARD S,rI- DOWN MO CORNER INFORMATION. . Y✓i O It AN V EQUIPMENTMMRAPPLIANCESHAVWM*NITIONSOUR SE ELEVATED AMIN OF 1W. CONTRACTOR TOPROMMSUWA" U CH 0 EITHER MASONRY OR MOOD CONSTRUCTION 4 12. ASS F Is E ALLOWABLE T AN BEARING PRESSUREIONSMR CONI COMPACTION: 2000 REQUIRE ENT REPORT SOIL AND SPECIFICATIONS PROJECT DO NOT h REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT WNOT MEET OR m O Q EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE Q y 0 312' ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION O Z DESIGN. SOILTOSE FREE OF ORGAN IC MATERIAL AND COHESIVE SOILS, EO w COMPACTED IN 17 LIFTS TO AT LEAST 95%OF MAX. DRYMNSTTY A6 DETERMIN ED BY ASTM- DI 557(MODIFIED PROCTOR). THE FOUNDATION SEES INDICATED ON THE FOUNDATION HAS BEEN r ION R DESIGNED FOR A MINIMUM SOIL SEARING CAPACf1YR200D ME 9 13. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE O F REQUIRED COURSES FORSTEMWALLFOUNOATIOKSEE STEMWALL CH ART I U FOR REQUIRED RUNFORCEMENTAND FOOTINGSEESPENDINGMPTH OF O F Z STENWALL. IF CHART IS NOT PROVIDED. CONTACT FOR TO RVOEWANO A PZ O ROVDE 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE-M-w- ¢ d 5-CONTACT E.O.R. PRIOR TO CONSTRUCTION = Q U 15. ALL FW NDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULESHALLBEINSTALLEDVMERETHEDEPTHRTHE W J FOOTING WWI SE MEASURED FROM THE LOAFSTSIAB ELEVATION Q W MAINTAINING A MINIMUM DEPTH AS SPECIFIED THE FOUNDATION V PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CORDTTIONSMIYORLOCATIONSCONTRACTORTORELDVERIFY 2 ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j 6 REQUIREMENTS ARE MET w 16 . FIELO TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO f 0 POURING SLAB. U Z Z�Z< a 0 FOOTING SCHEDULE 5 _ 12t17a170p w/#S. EQUALLY SPACEDEA Ord O 'ER'S N.2'HRE. CLEARANCE BETWEEN MIN a)#SEW Z afff ttt BARS d3'MIN. COVERTOEDGEOFCONC. 00 12Y24'k170Pw/NSSEQUALLYSPACEDEA. �IN 0 W gK2 to WAVMIN.7 HRQ. CLEARANCE BETWEEN 23)#S PASIDE R LLEL TO M7 m O f1 FF BARS d3'MIN. COVER TO EDGE OFCRC. SIDE -OC. d O WAYMIN.7HRRE. CLEARANCE BETWEEN MIN (S)#SEW a ZLL, O copBARS &3'MIN. COVER TO EGRCONC. 2W129'c171pw/Ss EQUALLY SPACED EA. O F$N� 2.3 WAY MIN. T MORE. CLEARANCE BETWEEN MIN (4)#5 E.W. j j J ?-0 BARS& rMIN.COVERTOEDGEOFCONC. r '` N 3051 17 tlp w/#5's EQUALLY SPACED EA ::#!#LLjjjd 2.5 WAY MIN. 7 Q. CLEARANCE BETWEEN MIN (4)#5EW, MRS& 7 MIN. COVER TO EDGE OF CONC. N I- O� oO n LD 32'W117 tlp w/#9s EQUALLY BPACED EA. •f 2.6 WAY MIN.7 HME. CLEARANCE BETWEEN MIN (5) # 5 E W. O F Il.l V F BARSd YMIN. COVER TO EDGE RCONC. 1z V ~ ZZ � 3Sk36'a17 dp w/ #Ss EQUALLY SPACED EA. WAYMIN.2'MRE.CLEARANCEBETWEEN MIN(5)#5E.W. UQU O ~ H BARS& TMIN.COVERTOEDGEOFCONC. O H W O OO LDS H 42 47a17 dp w/ W. EQUALLY SPACED EA. j Lu 3.5 WAY MIN.7 HRE. CLEARANCE BETWEEN MIN (6) # 5 E W. _§ BARS & 3" MIN. COVER TO EDGE OF CONC. 2 N N ® 42',1 16'dp col iSs EQUALLY SPACED EA WAY MIN. 7 E. CLEARANCE BETWEEN MIN(6)9 SEW. BARS& 7 MIN. COVER TO EDGE OF CONC. U Q 4871 17 tlp w/ #Se EQUALLY SPACED EA. < O w OWAVMIN.7 NRE.CLEARANCEBETWEEN MIN (7)#5E.W. BARS & 7 MIN. COVER TO EDGE OF CONC. ¢ y C 6. 4A 49 4.3 4.5 ® � 5.5 41T*X Yt6'dpw/IWn EQUALLY SPACED EA. WAYMIN.2'HRE. CLEARANCE BETWEEN BARS& 7 MIN. COVER TO EDGE R CONC. MIN (7)#5E.W. U w G w 2 zO, ND N �c t• Z to O J M W = O m J X II- a 3 = O F H U-1 W x Z W a }O EL bD m .� = t- O C N C V - 46k48"a24'dpw/MS's EOUAULYSPACEDEA. WAY MIN.7 HRQ CLEARANCE BETWEEN BARS&TMIN.COVERTOEDGERCONC. MIN (B)# 5 E.W. O w Oa F 57X57a17 dp w/ NS's EQUALLY SPACED EA WAYMIN.7 HRE.CLEARANCE BETWEEN BARS d 3' MIN. COVER TO EDGE OFCONC. MINQ)#SE.W O 2: O 5#XS4N16'dPWASn EQUALLY SPACED EA WAY MIN.2' HRQ. CLEARANCE BETWEEN BARS & 7 MIN. COVER TO EDGE R CONC. MIN (S # 5 E.W. < w 00 yU S3 51'k54'k24' dp wMtl5'a EQUALLY SPACED EA. WAY MIN. I MIN. . CLEARANCE OFOONBETWEEN BARS 8 3' MIN. COVER TO EDGE R CRC. MIN (S)NS E.W. 2�u SO SDY60'11W dp wMSs EQUALLY SPACED EA. WAY & 7 HRE, CLEARANCE BETWEEN COVER MIN (9) N 5 E.W. O 2 W m W(BARS',16' p ,EOLOEUGEOFCRC. 68' Y MIN.8' dp RIZ EQUALLY SPACED EA BETWEEN WAY MIN.7H COVERCLEARANCEOEDGE BARS E3'MIN. LAVER TO EDGE OF CONIC. FQ- O MIN (10)#5 E.W. _ 0 m i i ('J ;I F()0 2 2 2 2 FOB V \/ VV 3 2 ' 4.3 f09 2 2 0 O w i `$ p � STRUCTURAL END: TH DRAFnNG: SIRUQT: R QC CHECK CC 8'4l 12 a 3/4" V-1 3/4' 11'6' (2STORV FTG) 6'-3' (25TORV FTG) '-812' B'-0' 1'-1 3M' 8 3H' 1'-11 12' B'-3' (2STORV FTG) 11'9' (2STORV FTG) -1 1/4' 6'-0' B 1M' 1'-4 1w 51 7'S 12' (26TQRY FTG) 11'-T (2STORY FTG) � O r w m Q i Z G JOB No. STAR-171M SG1LE: AS INDICATED DATE: OBYt1/A FOUNDATION PLAN O o S2.1 1386-MR LOT 130 1386-B LOT 131 1386-N LOT 132 ,/4'=V-0„ 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. LC is strictly prohibited. 2x BEARING WALL PER PLAN EAI EHIUH WALL SHEATHING PER PLAN. 2x BEARING WALL PER PLAN SHEATHING PER PUN. HOLD NON-BRG WALL SEE DETAIL WF10/SD4 2x P.T. BOTTOM PLATE SEE DETAIL WF10/SD4 BACK $O BASEBOARD 2x P.T. BOTTOM PLATE FOR MORE INFORMATION b ATTACHMENTS PER FOR MORE INFORMATION IS SITTING ON & ATTACHMENTS PER PUN IF CURB IS TALLER THAN FOUNDATION BELOW N PLAN BUILDER TO PROVIDE SILL BUILDER TO PROVIDE SILL B', CONTRACTOR TO ADD (MAX 2') SEALANTANSULATION SEALANTANSULATION (1)05 CONT. BAR BUILDER TO C CONCRETE SLAB PER OFF SET ®BOTTOM CENTERED WTHIN CURB m a W/MIN. 7 COVER 2. PROVIDE S61 MAX I F FOUNDATION PUN PLATE CONCRETE SUB PER < SEAUNTANSUUTION II' 17 FOUNDATION PLAN > OFFSET @ BOTTOM L • x, 11 9 GRADE PLATE VARIES ql. SEE PUN • w - -I, IL. o �- � � � � 'q �u GRADE � _ �. I (2) 05 CONT. RESAR ON CHAIRS W MIN.3' COVER (I= 6' 1'-0' ,CLEAN COMPACTED FILL 095%STANDARD ( -, I = (i)#S BAR—— j� DENSITY (2) #5 . RESAR ON CHAIRS W MIN.3' I I I (. CLEAN COMPACTED FILL 0 95%STANDARD W/ 3" COVER TYP. PENDING SITE COVER Y i'-P DENSITY F CONDITIONS, SEE WHERE-DSTORYOCCURS, FTG PEN7GISISTE D DETAIL MF20 FOR SHALL BE 1.4• WIDE W(3)#5 BARS CONSEE WHERE2ND STORY OCCURS, FTG DEEP MONO DETOR SHALLBE 1'4' WDE W(3) /5 BARSDEE IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF ABOVE -WALL SO BASEBOARD IS BEARING I FOOTER ANCHOR TO HAVE MIN. SITTING ON ON -BEARING WALL 7' EMBEDMENT BELOW MIN S FOUNDATION BELOW LOWEST STEP OF (MAX 2') 2• 2x BRG WALL PER CURB MAX I PLAN AND BEARING CLEAN COMPACTED BUILDER TO PROVIDE SILL I WALL SCHEDULE FILL 0 95%STANDARD ONC. SUB PER C #S CONT. W i-17 a SEALANTANSUUTION DENSITY OUNDATION PLAN COVER TYP. a I 2x P.T. BASE PLATE CONCRETE SLAB PER T S CONIC. SLAB PER FOUNDATION PLAN FOUNDATION PUN s e, > I I a i m CII 2x BRG WALL PER PUN AND BEARING WALL SCHEDULE 2. P.T. BASE PLATE CONC. SUB PER FOUNDATION PUN — �� CLEAN m� m� I II I = i II, 11 _�• - - -� _ - - T t- CLEAN COMPACTED (( FILL 085%STANDARD - -(2)#56ARBCONTDENSITY 3' COVEft TYP.B• e' 8' (2) #5 BARS CONT. W 3'COVER TYP. COMPACTED #S BARS CONT. W IENSrrY STANDARD 3- 3- COVER TIP. CLEAN COMPACTED ENSfiV FILL 0 85%STANDARD WPJLLBE SVAD'OI(3)45 FTG DENSITY SHA L 2NDSTORY OCCURS, FTG SHALL BE 1'A' WIDE DE W(3) p5 BARS WHERE 21411 RYOCOURS, FTG SHALL BE 1'41' W DE W/(3) b5 BAR9 V SHALL BE 1'd" W DE W(3) NS BARS BE MtO14 TYPICAL EXTERIOR FOOTING F/ TYPICAL GARAGE CURB FOOTING FO NON -BEARING SLAB STEP DOWN /IFO� DOUBLE STEP FOOTING FOB BEARING SLAB STEP DOWN (�F06 FOOTING AT INTERIOR BEARING 3/4•=r-0• 3µ•=1•-0" 3/4•=1.4r 3/4•=ram 3/4•=1•a' 3/4'=r-0•' PENDING SITE CONDITIONS, NOTE TO CONTRACTOR: CONTACT FOR IF THICKENED ALL REINFORCEMENT SPECIFIED IN PUN VERIFY W DETAILS FOR REOD VERIFY W DE-ILS FOR REQ'D FOUNDATION DETAILS SLIALLTIE IN TO STEEL AT2 STORY LOCATIONS STEEL AT STORY LOCATIONS EDGE IS REQUIRED TO BE ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH i/ SEE FRAMING PLAN DEEPER THAN tY FOUNDATIONS AS SPECIFIED THIS DETAIL DOOR LOCATIONS. w B-17 FOR MORE rc MIN SEE FRAMING PUN CONTRACTOR TO 6------, INFORMATION ° CONIC. SUB PER ANOTTHH BEFORE ER STEP (I �•-- 'r VERIFY WITH DOOR GARAGE AND PARTY WALL Bk12' THICKENED a O ; I MAN F. FOR y DETAILS FOR MORE 16 FOUNDATION PLAN SLAB W (1) #5 CONT. - F ' 1 - REQUIRED RECESS SLOPE INFORMATION I W/3• COVER TW, z = Y RS CONT. CONCRETE SLAB PER p - i� THRESHOLD PER MFRS REINFORCEMENT SEE SPECIFICATIONS FOUNDATION PLAN GRADE FOUNDATION PLAN THRESHOLD PER FOR QUANTITY MANUFACTURERS TOP VIEW (5 CORNER GARAGE WALL �i A �'m �, II''^ J 15x25'x25 CORNER SPECIFICATIONS CONC. SUBPER BEYOND -1 f: , S _ FOUNDATION PLAN BARONE FOR EA PROVIDE 3M• MIN. 1 :- 1 I �' I IT VERIFY PLAN DETAILS HORIZONTAL f { "'1 8 e "" �'.- w • �� J M CONIC. SLAB PER SLOPED RECESS AT w p �jI FOR REQUIRED #5 {{ REBAR, TYP. U.N.O. FOUNDATION PLAN 4 GARAGE DOOR CONT. BARS. MAINTAIN ...-. _ .?7 I, -II ' I- I- -` 7AN moIt - 3 COVER TYP. DRIVEWAY BY BUILDER I:- I -II=: �RSLOPECONCRETE OR PAVERS �FIN FLRSLOPEVERIFVPUN DETAILS I I.:_ 1 - .i I1 € . BEND EACH CONT. #5 PER MFG FOR REQUIRED /5 BAR AT STEP DOW4, -SLOPE EXT. SURFACECONT.BARS.MAINTAIN OR INSTALL #5 HOOKOR GRADE 118' PERLECOMPACTED i 3'COVER TYP, FOOT AWAY FROM o BARB FOR EACH CONT. (3) k5 CONT. RESAR . FILL 095%STANDARD BUILDING CLEAN COMPACTED (2)#S CONT. _---f --., : MIN. #40 TOP DENSITY BAR. LAP RESAR PER 17 FIBER EXPANSION FILL 096%STANDARD ONCHAIR COVERS W MIN. W/3• COVER TVP. 4" " I 1,4„ I=--� REQUIRED PER APA TABLE MOOS ON 51.1 DENSITY AS REQUIRED PORTAL FRAME SPECS FO THICKENED EDGE IFO� TYPICAL STEP FOOTING DETAIL M TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL Fl FOOTING AT INTERIOR BEARING 13w THICKENED EDGE @ GARAGE DOOR 3/4•=1'-0• 3/4=1'-0• 3/4'=1'-0" 3/4•=VT 3/4•=1•-0' _ 3/4'-1'4r (2) i5 x 4'-0' BARS 1•Typ. Y SCH. 40 STEEL PIPE IF MASONRY WALL OR ALL REINFORCEMENT SHALL CENTERED AT PWE PVC OR SCH40 SLEEVE FILLED W 2500 PSI COLUMN IS ABOVE, MAINTAIN 3• CLEAR TO PENETRATION CONCRETE. BOLLARD HOOK VERTICAL GRADE AND 1-17 CLEAR TO TO BE MIN. 3FT TALL 1 17 MAX 1 17 MAX. STEEL TO BOTTOM ANY FACE EXPOSED TO E70X 1/4 SEE FRAMING PLAN ROW OF STEEL. WEATHER 8• CMU - i AND PARTY WALL CONC. SUB PER CONIC. SLAB PER FINISH PER ELEV. I :_'._i : .' _- !,-: 1 :-: '+ - J I-�j 1 (4)1/q• x 31/q• IF CURB IS TALLER THAN - DETAILS FOR MORE FOUNDATION PLAN FOUNDATION PUN FINISH FLOOR S" C.M.U. FINISH PER ELEV. I I. ill . I -_) c -_ ( o I I 5'S,S",G 8' THICK A36 STEEL BASE PLATE 5 SUP-RSTUD FASTENERS WI MIN. i-17EMBEDMENT 8". CONTRACTOR TO ADD Y1 (2) #5 CONT. BARS W/ MIN. Y COVER INFORMATION ;7. IF FOOTING IS TALLER ._ ; '•, ,' RAC PENETRATING PIPE. MAX 4" FINISH FLOOR PENETRATING PIPE =1 (,-'++ - + ' REFERTO N PLAN I III I I-- I FOR SECTION A.A INTO CONCRETE CONCRETE SLAB PER w < THANTAr ADD(2)#5 -T I SOF (2) #5 SARS 0 TOP � I FOOT NGiDEPTH T °, - COANT _ I' I FOUNDATION Y SCH. 40 STEEL PIPE FOUNDATION PLAN > a PTH It, 1E^AXiCEEDS V '- #5 LOOP TIE (TYP.) PUN FOR �I� INFORMATION FILLED W 2500 PSI. 28',DIF I I •' SIZE 8 REINF. CONCRETE. BOLLARD DEPTH <26' THESE „ a Y PVC SLEEVE MAX _ --(:I- z- s PIPE PERPENDICULAR TO FND TO BE MIN. SIFT TALI E70X .. "." ! ' : BARS ARE NOT REQ'D 7 A GRADE #3 STIRRUPS 7I 6"DIAMETER _ _ ♦i.. `,' FOUNDATION PLAN FOR CONT. - -- SYSIL/A)• THICK A38y'+, r' O48- O.C. VIMONO I FOOTING PER PLAN �? ,'." FOUNDATION CONTACT FOR FOR ADDITIONAL REVIEW FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS STEEL BASE PLATE § I 1 -i — DEPTH EXCEEDS 28• z I:-IIf` CLEAN COMPACTED FILL 095%STANDARD INFORMATION ..._ _._ _ (4)114•x3-1/4' (�II - I .-,1._ .I I_- - I IF DEPTH<28"THESE J BARSARE NOT REOD -I (SIDE VIEW) DENSITY (FRONT VIEW) FOOTING PER PLAN PVC SLEEVE a _ '. <4. -� I. A A CONCRETE SLAB PER SUP-RSTUD FASTENERS W MIN. 2-t µ• EMBEDMENT (2) #5 BARS CONT. W 1 — CLEAN COMPACTED 3' COVER TYP. 1'4• FILL 095% STANDARD - - 1'= _ . " ] NMXean ,I1 O (- I- INTO CONCRETE /f CLEAN COMPACTED j P4 I.- DENSITY IF FOOTING IS TALLER THAN 3d, FILL 095%STANDARD (3)#5 CONT. RESAR ON FOOTING IS REQUIRED TO BE 3'-0• WIDE FF DENSITY CHAIRS W MIN. 3' COVER W/(4) #5 CONT. BARS W 3' COVER F1 TYPICAL FOUNDATION PENETRATIONS- I —I 7 j i-' F1 BOLLARD DETAIL F7 PARTY WALL FOOTING W/ CURB DEEP MONOLITHIC FOOTING 3/4•=1'47 PIPE PARALLEL TO FIND 3/Ar = v-v 3/4• = I•-0' 3/4'=V-0T ALL REINFORCEMENT SHALL SEE FRAMING PLAN b MAINTAIN 3" CLEAR TO PARTY WALL DETAILS GRADE AND 1-17 CLEAR TO FOR MORE ANY FACE EXPOSED TO SEE FRAMING PLAN & INFORMATION WEATHER PARTY WALL DETAILS (2) i5 BARS ®TOP WHEN MONO DEPTH FOR MORE INFORMATION IF CURB IS TALLER THAN - EXTERIOR WALL 717 MAX EXCEEDS 26". NOT w 9. CONTRACTOR TO ADD SHEATHING PER PLAN. REO'D. IF LESS THAN z EXTERIOR WALL (2) #5 CONT. BARS W/ MIN. - J, SEE DETAIL WF70/SD4 26• DEEP SHEATHING PER PLAN. 2' COVER FOR MORE INFORMATION 1 _ (1) 05 BARS 0 NOSING CONC. SUB PER SEE DETAIL WF10/SD4 FOR MORE INFORMATION ri L w BUILDER TO CONIC. BLAB PER #5 CONTINUOUS RESAR FOUNDATION PLAN BUILDER TO PROVIDE SILL CONCRETE SLAB PER SEALANTANSULATION j CONCRETE SLAB PER FOUNDATION PLAN. PROVIDE SILL SEALANTANSUUTION FOUNDATION PLAN AT NOSE, MAINTAIN MIN. 3' CONCRETE COVER VARIES, • - ii' MI iL i -. FOUNDATION PLAN i35 VMEN MONO BZ'6 E RI]vAyD--_'' GRADE DEPTH EXCES t I- OIF DEPTH IS ,-II GRADEOC I-1 II THAN 26. ARE NORI. P,RUS STOR1)4.4 m 1Ih I >? I ,� : - u --I-_ (. III' I (W#SBAR SCONT . 1•�,i 1� .I.�li gll 1 v I. I _ (3)pS CONT RESAR �1W/3"COVERTVP. CLEAN COMPACTED�'.i r 27' (3) #5 BARS CONT. 0 SITY%STANDARD TEP SECTION V" ON CHAIRS W/ MIN. CLEAN COMPACTED WCOVER M!rDENSITY O #5CONS.RESAR,CLEAN ON CHAIRS W/ MIN - t-CLEAN COMPACTED COMPACTED FILL 095%STANDARD DIENLL COVER TYP. FILL085%STANDARD 3'COVER 14r FILL TI'%STANDARD DENSIn DENSITY DEEP MONOLITHIC FOOTING W/ STAIR F3 EXTERIOR PARTY WALL FOOTING � 'M��1 EXTERIOR PARTY WALL FOOTING F4 FOUNDATION@ GARAGE STEP-DOWN NOT USED 3/d'=1'-0• 3/4'=1'4Y 3/4•=1'4Y 3/4'=1'-T 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 MAR & ASSOCIATES, LLC is strictly prohibited. Y L' ss�s� vim+. ' VCQI I1nxi J Z $ W R Z = p N ' o 81 OP C Z 3 P < Z) 93910 O 9 F ti I.L w � � Z N v 00 N + �m Z O In In x N Pi -go pP U m J s Q Z t- IL 3 - w � x O 1 U � X Z a W M LU }0} oa r~/1nF • f p sTRUCi1MAL ENG: TH pRAFTND: z S7RUCf: DP K OCp1EU(: OC p JOB M. STAR-17134 w F SCALE: AS INDICATED w MTE: 062123 U N O S3 1386-01R 13WLR 7386-KR 1386I1 1386-MR 1386-B 138" SHEAR WALL SHEATHING TAG PANELS SIZE ESWS' 8d ESW4 PER DETAIL COMMON ESWO WF70/SD4 to 131, X 25) 10 GYPSUM 15d COOLIE 7116'STRUCTURAL CMMON 7 SHEATHING OR (031' x 15W SHEATHING �'2"S�) SHEAR WALL SCHEDULE PANEL NAILING PANEL SPLICE FRAMING TOP PLATE BOTTOM PLATE VERTICAL RI HORIZONTAL (2)-ROWS 3' O.C_. 3"O.C, MIN. 2, STUD PER DETAIL WFI0/SD4 (2)-ROWS 3' O.C. 3'0.C. MIN. 2x STUD (2)-ROWS 3' O.C. 3' O.C. MIN. (2}2x OR 4. STUD (2)-ROWS 3" O.C. 2" O.C. MIN. (2).2x OR 4x STUD 7' O.C. 7" O.C. MIN. 2. STUD MIN. 2x BLOCKING MIN. 21 STUD PER DETAIL "(,SD4 O.C. MIN. 2x STUD 4' O.C. I 4' O.C. MIN. 12}2t OR 4x STUD BOTTOM PLATE ANCHOR BOLT -5d COOLER NAIL SHALL BE MIN. 0.0967H-5B" LONG & ISAW HEAD. No. 6 TYPE "W" DRYWALL SCREW (1-1W LONG) MAY BE USED IN LIEU OF Sd COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION 1" 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. WHEN (2�t_ STUDS ARE USED, ATTACH STUDS TOGETHER PER W'F08/ SD2 SBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT S".\ .QHFAR WAI I Cr.HFrII II F W/ ROTTOM ANr.140RS 3/4'=1'47 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 Q 1 ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW W509/SD4 (AA) U.N O. 4. IF SHEATHING IS MOT 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 WF70/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. py I �Iw ti. 2x4 SYP 12 EXTERIOR FRAME WALL STUDS 0 12' O.C. MAX fIN ESWJ ESW6 ESWe ESWG 1 1 1 1 I 1 1 1 I I I I I I 1 I 1 SW 1 1 SDO 7 F I f........._... .___—�-.F I I .......F....._7 .. SD4 APPLY TO ENTIRE SD4 7 D D 7 SDI bD REAR WALL OF 1 I 1 1 2 7 13 E I 5001 I I E 13 7 2 i I D ( D 0 7 F SDI I D Rm1 H4x10 2 7 13 E Rm1 H4x10 __ 1 19 E ^ Hbx12 '� D H4x12 Rmi H4x10 H4x12 +`� p I E 13 7 E 13 7 p 7 D t Rm1 i MIz12 +� H4x10 I D m 1 7 I I I1. D 7 13 E 7 13 E 19 E E 12 79 11 13 E F 13 11 I D I E 13 7 E 13 7 D 7 7 D ; 7 D 1, � I I LL i D7 1 2 I WD C I LL WD Qi 1 I-- I I B2x8 LANDING BEAM B2x8 LANDING BEAM I 32z8 LANDING p 1 1 82x8 LANDING BEAM 1 NOTE: DOW14SET -ri 1 BEAM ---F I - NOTE: DOWNSET " 1 HEADER AT 1 --- HEADER AT NOT E. DOWNSET p I D _ m p DOOR LOCATION I E ' DOOR LOCATION HEADER AT •FJ6 NOTE ATTACH BEAM TO NOTE: DONMSET -.Fie I NOTE: ATTACH BEAM TO I DOOR LOCATION _ - �, i 1 MIN. 3-PLY BUILT UP I HEADER AT -- T 1 t MIN.3FLV BUILT UP E 1 - .. COLUMN BETWEEN DOOR LOCATION E I _ - COLUMN BETWEEN NOTE. ATTACH BEAM TO MIN. 3?LY BUILT UP LL DOUBLE TOP PLATE & TO UPM T ODOUBLE I DOUBLE TOP PLATE b 1 t HEADER USING HUC46 D1 I MMT 3-PLY x E - D HEADER USING HUC48 -;.- COLUMN BETWEEN TOP PLATE & - ;"CCOLUMN BETWEET -_- I - -WD USING HUC46 - 82 12 'LANDING ..g.. - DOUBLE TOP PLA E & I - B2x12 LANDING . ""-"'-Z-^HEADER I D _ HEADER USING HUC46 D E I - BEAM BEAM E ..,, H _.. .....,_, i. .' B2x12 LANDING .. 1-..,..-....- ....._ :. j - 1 -__1 _ vn - B2z12 .. LANDING."... 1 ..:.:. BWI •` BEAM I \ BWi I -BEAM E 11 `� 1 BWI 1 _. BWI W2 11 E t , PLATE HEIGHT AT BOTTOM S6 dF - D t FA E 1 1i OF FLOOR SHEATHING t E FJ1 FJ1 1 1 FJ1 I,.. D E_. WO E I, I i I i 11 E D BW2 am 'I 11 E I H2x8 H2z6 1 H2x6 H2x8 1: BWI _� .- ( D APPLY TO ENTIRE I 7 12 E E 12 7 FRONT WALL OF �H2zi2 END UNIT WL H2x6 1 B M. I _ n 1 1 I .- SW2 LL I 2 I - BW2 _ ,._. BVY2 E ESW3 1 - � -- -_ LL DS DS 1 --- H4x12 Rm1 H3.Sx9.25 I -- I u D '� 7 12 E 1 -- --- BVY2 H3.5x9.25 ' _� -__ - m1 H4x12 _ M4x12 '� - _ R 1 DD 2 D I¢_ 114112 Rmi ' -_- __ D H3.5x9.25 2 D 12'4i (EXTENT OF PORTAL ( 12-2 1/7 (EXTENT OF PORTAL 19 13 E I ' (EXTENT OF PORTAL I 12-217 (EXTENT OF PORTAL WALL FRAMING- SEE DETAIL) WALL FRAMING -SEE DETAIL) 1 I WALL F WALL FRAMING - SEE DETAIL) 1 WALL FRAMING -SEE DETAIL) I 5® ES- p 6 2x4 SYP #2 EXTERIOR FRAME WALL STUDS ® 17 O.C. MAX EXTERIOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 814Y 2x4 SYP 02 @ 16' O.C. MAX 2x4 SYP #2 @ 16" O.C. MAX 9'47 2.4 SYP 02 @ 16" O.C. MAX 2x4 SYP #2 @ 12' O.C. MAX 9'-4" 2x4 SYP 02 012- O.C. MAX 2x4 SYP #2 @ 17 O.C. MAX 101-0' 2.4 SYP 01 Q 12' O.C. MAX 2x4 SYP 01 @ W O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 8'-(r 2x4 SYP #2@Is- O.C. MAX 2.4 SYP #2G Is-O.C. 1z 91-0' 2x4 SYP #2@Is- O.C. MAX 2x4 SYP #2 @ 16' D.C. MZ' 94' 2x4 SYP 02 0 IW O.C. MAX 2x4 SYP #2 @ 1S- O.C. I� 10'{f Sz4 SYP 92 ® 17 O.C. MAX 2.4 SYP 02 Q 17 O.C. EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN SIFT 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 WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS b 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 2z6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #2 ® 16" O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND = 9'-1' T.O.W. I ST 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-OR LOT 126 1386-LR LOT 127 1386-KR LOT 128 1386-A LOT 129 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1/W__11-0" 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. ,i��►iiiilYl##ddd -O C4 4 C Z m Z � 7 0 N J Uj m O u 2 LU Q 2 - _jy z - (� F` H it p STRUCTURAL ENO: TH IxuFRND: u SMR ' OF DC CHECK: CC O w JOB No. STAR-17134 i SCALE: AS INDICATED w DATE: 082101 S5 STANDARD 1ST FLOOR FRAMING 1 13WOR 13WLR 1386-KR 138" 13B&MR 13B6-B 138CrN BUILDING KEY SHEAR WALL SHEATHING PANEL NAILING 11 PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT "' TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL RI HORIZONTAL 12" SIMPSON 5/8" THREADED 12" J-BOLT TITEN HD ROD ESWG 8d S' O.C. 17 O.C. (2)-ROWS 3' O.C. 3" O.C. MIN. 2, STUD 24' 37 37 ESW4 PER DETAIL COMMONd' O.C. 17 O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. 21 STUD PER DETAIL 18' 24' 24' ESWJ WF70/SD4 (0.,31' x 2S") 3' O.C. 770.C. (2)-ROW53'O.C. 3'O.C. MIN. (2}2x OR 4x STUD WF70SD4 77 16' 16' ESW2 2' O.C. 12' O.C. (2)-ROWS 3" O.C. 2" O.C. MIN. (2}21 OR 4. STUD NOT ALLOWED 12' 12, LBW! 12" GYPSUM Sd COOLER- 7" O.C. 7" O.C. T O.G. 'r O.G. MIN. N STUD MIN. 2, BLOCKING 24" 32' 37 Ism I'd 6"Oz. 170.C. rD.C. 4'0.C. MIN.2x STUD 21' 32' 37 ISW4 7/16"STRUCTURAL COMMON PO.C. 170. 4'D.C. 4"O.C. MIN. 2z STUD PER DETAIL 17P 24" 24' ISW3 1 SHEATHING OR 1SG7 SHEATHING (0.131'z 2.5') 3- O.C. .0 12"O.C. 4"O.C. 4"O.C. MIN.(2}2x OR4x STUO WFI0ISD4 17 le- 16" ISW2 2' O.C. 17 O.C. 4" O.G. 4" O.C. MIN. (2}2x OR 4x STUD NOT ALLOWED 17I 12' 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESWIL ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS '5d COOLER NAIL SHALL BE MIN. 0.086'k1-5Ar LONG & 1SOW HEAD. No. 6 TYPE W DRYWALL SCREW (1-1W 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. 1:I WHEN (2)2._ STUDS ARE USED, ATTACH STUDS TOGETHER PER WF08/ S02 SBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT 6W34 SHEAR WALL SCHEDULE W/BOTTOM ANCHORS 3/4"=1'-0' ESW6 ESWB ESW3 � 1 1 � 1 1 1 1 1 iI D 7 SO4 F 7 I APPLY TO ENTIRE 1 SDOi IC I 2 I REAR WALL OF SDO .. E 13 7 END UNIT ....F -_7_ D , .. 7 F SO4 I p I SD4 Rmi H4z10 S2 7 13 E D ---.- M4x12 - E 131 E 1 D Rm1 H4x10 D D H4x10 Rm1 --- •..1 H4zi2 +� _ +� 1 7 1 D 7 13 E 7 13 E 1 -_-.-. -- M H412 I -1 I a D E 19 R-1 E 13 7 E 13 7 D 7 7 D I I 11 13 F E 13 11 19 12 E 1 0 7 I I 1 I 0 WI LL W0 R I 1 D 'I B2x8 LANDING BEAM j BaS LANDING - _ I B�LANDING BEAM F 1 -f E NOTE:DOWNSET HEADER AT DOOR LOCATION _I _ p D 0 1 NOTE: DOWNSET HEADER AT DOOR LOCATION F.6 �- �. ,p E �p A , I s I - - NOTE. ATTACH BEAM TO MIN. BUILT N COLUMNMNBBETWEEN I 1 `:. E NOTE: DOWNSET HEADER AT OO DR LOCATION - 1 :j NOTE: ATTACH BEAM TO MIN .? -PLY BUILT UP I i I E - D DOUBLE TOP PLATE II HEADER USING HUC48 _ I I t NOTE: ATTACH BEAM TO MIN. 3-PLY BUILT UP COLUMN BETWEEN ^ , COLUMN BETWEEN :1 LL DOUBLE TOP PLATE & HEADER US NG HUC46 p B2z12 LANDNG .' BEAM ^ ,' E x^ ..... � - -••.:• I �� LANDING BEAM 1 BWI ' - BWI LL _.. - ...."..... I _. I ^^ _i^^ E _ ^ r-"-d DOUBLE TOP PLATE p HEADER USING HUC46 _ , LANDING BEAM i 11 E _ -1 1 E 11 BWI 1 S61 1 D ISW3 11'41" 1 D -tea LL t I 1 :e-- PLATE HEIGHT AT BOTTOM i OF FLOOR SHEATHING 1 E FJ1 1 FJ7 ,. 1 I .. FA I E � I E D f l � 1 • lakw EE S I BW2 Hd_i H2z6 D SWZ j H2x6 H2xe 1 E /2 7 1 H2z8 APPLY TO ENTIRE H2z12 WALL OF .7 ¢ END UNIT 9L i n 2 12 E --- - - --- ESW3 D5 LL ISSW2 H3Sz9.25 M4z12 y .,I H4zi2 Rmt I H3.Sz9.25 I JR)b I H3.Sx9.21 Rm1 1, (WENT OF PORTAL NTOf PORTAL I 1Y-212' (EXTENT OF PORTAL WALL FRAMING -SEE DETAIL) I E 1319 WALL FRAMING -SEE DETAIL) I WAIL FRAMING -BEE DETAIL) WALLFRAMIN 1 AL ErWJ1KBSh 7 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 a 1 ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOWWS09/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 WF10/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. SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE ENDZONE 81-7 2x4 SYP 02 16' O.C. MAX 2.4 SYP 42 ® 16' O.C. MAX w4Y 2x4 SYP i2 16' O.C. MAX 20 SYP 92 ® 12' O.C. MAX 2.4 SYP #2 @ 17 O.C. MAX 2.4 SYP 02 ® 12' O.C. MAX 101-7 2x4 SYP i, @ 12' O.C. MAX 2x4 SYP i1 Q 8' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 81-Q` 2.4 SYP 02 @ 16" O.C. MAX 2x4 SYP 92 ® 16' O.C. MAX 947 2.4 SYP 02 @ le' O.C. MAX 2x4 SYP 02 ® 16' O.C. MAX 94' 2,4 SYP #2 iG O.C. MAX 2x4 SYP e2 16' O.C. MAX 10, 0* 2x4 SYP Y2 12" O.C. MAX 214 SYP •2 Q 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 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 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 92 0 16" O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND =9'-1"TOW. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL =8'-1- T.O.W. 2ND FLOOR INTERIORIEXTERIOR 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 130 1386-B LOT 131 1386-N LOT 132 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1/81'-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. ��`►tIIi:141 Z Oa LL Z WQ LL IY L_ 2 M V ID N + N V C 40 O Z in c 2 )00 u ilk S LU Z - I-a3 - x X W Q SIRULT: DP � a cll�ae CC w JOB Na STAR-11134 w 6GlE: AS INDICATED S5.1 eft 1 HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS TAG STUD SPACING LUMBER SPECIES CONNECTION 8 FASTENERS UPLIFT CAP. ENTER/SIDE BLOCKING (#2 SYP ATTACH KING STUD TO HEADER wl H28 W/OPT.T. ? }' FFLITCH PLATE (e) 0.787 x 3-1? NAILS TOP BOTTOM (PLF) (2)21802 SYP ATTACH KING STUD TO HEADER W BWI Is- SYP#2 (3)0.148'z3-IW (3)0.148'x 3-IW NO UPLIFT MID-SPANH2z8 W/OPT. }' FLITCH PLATE (8) 0.167 x 3-t12" NAILS 16" SYP#2 TOE -NAILS (1) SDW C15600 TOENAILS (1) SDWC15450 270 PLF MID -SPAN (2)2x1012 SYP ATTACH KING STUD TO HEADER./ ® HZx10 W/ OPT.}" FLITCH PLATE (70)0.7S7x3-1/7 NAILS (2)2x12#2SYP ATTACH KING STUD TO HEADER./ O Is- SYP#2 (1)SDWC156D0 IT) SDWC75450 270 PLF 1/3 PT. H2112 W/ OPT. }" FUTCH PLATE (10) Gl62- x 3-1/7 NAILS 12' SYP#2 (3)0.148'x 3-7/4" (3)0.148'x3-1W NO UPLIFT MID-SPANH3x12 BW4 (3)2x,2#2 SYP ATTACH KING STUD TO HEADER./ VW OPT.} FUTCH PLATES (10)0.167x3.12' NAILS 12- 12' SYP#2 SYP#2 TOENAILS (1) SDWC15800 (1)SDWC156D0 TOENAILS (1) SDWC15450 (1)SOW015450 380 PLF 360 PLF MID -SPAN in PT. ® HSSx5.5 (2)1.75�15.5 LVL ATTACH KING STUD TO HEADER w/ (6) 0.162' x 312' NAILS 1-13.60.25 (2)l.75'X726'LVL ATTACH KING STUD TO HEADER w/ Q (8) 0.167 x 3-12' NAILS H3.5x9.25 (2)1.75-x9.26- LVL ATTACH KING STUD TO HEADER W/ (10) D162' x 3-1/7 NAILS ® Is- SYP#2 (1) SDWC156DO (2) SDWC754.50 440 PLF MIDSPAN H5.25xl l.25 (3)7.751111.25- LVL ATTACH KING STUD TO HEADER W (12)0.167x3-10 NAILS ® Is- SYP#2 (1)SDVVC156DO (2)SDWC15450 440 PLF 1/3 PT. 3.5"x5.5"AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ H4z6 HEADER (6) 0.167 x 3-12' NAILS 12- SYP#2 (1) SDWC15600 (2) SDWC75450 590 PLF MID -SPAN H4x8 3S`x7.25' AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (8) 0.167 x 3-1? NAILS BW1 12- I_ SYP#2 SYP#2 (1) SDWC156W (2) SDWC15600 (2) SDWC15450 (3) SDWC15450 59D PLF 776 PLF 1/3 PT. MID-SPAN H4x10 3.5119S'AFPlAE SHORT SPAN HEADER ATTACH KING STUD TO HEADERW (10)0.1B7x 3-10 NAILS BW71 H4z12 3.5Y11.25' AFP 1.BE SHORT SPAN HEADER ATTACH KING STUD TO HEADER w/ (12)0.167x 3-1W NAILS END VERTICAL TO KING STUD W/(6)- PNDR SEE DETAIL HD14 THIS PAGE 0.131x3" NAILS BWn HEADER SUPPORT SCHEDULE BWI SEE PUN FOR WALL WADTN - - - - - - OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-X TO 3'-11" I I STANDARD BEARING WALL W/STRAPS NOTES 4'4/ TOT-11- 2 2 1. VERIFY./PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE WI(3) 0.131' x J" TOENAILS. ALL LOAD BEARING WALLS SHALL HAVE SYP#2 DOUBLE TOP PLATES & BOTTOM PLATE. 3 CONNECTORS ARE TO BE INSTALLED @ EA. STUD, REFER TO DETAIL 12 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 4, IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 8'-0I'TO V-11• 2 3 10'-0' TO 17-0" 3 4 STANDARD HEADER NOTES 1. VERIFY wIPLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REDID. PER LOCATION. LARGER HEADER MAY BE INSTALLED WIOl1T APPROVAL 5. IF'BW CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS, FROM E.O.R. 6. MID OR } PT. BLOCKING TO BE 2x WI(2) 0.131• x 3" TOE OR ENDNAILS EACH END. 2. ALL HEADER JACKSIKINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 7. WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ATTACH STUDS TOGETHER FOLLOWING DTL WPOB/SD2. ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 0.148XJ' NAILS @ 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REO'D. IF BRG. WALL IS INDICATED'NO 170.C. ONE SIDE. MIN. 2' FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2,10 UPLIFT. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET TO BE TOE-NAILED/END NAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED WMARD CASED INTO HEADER GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 4. NAIL KING STUDS TO HEADER w/(3) Dl48'x3-TOE-NAILS PER SIDE IN ADDITION TO NAILING I FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MDOMD1 U.N.O. ON PLAN. PER HEADER SCHEDULE. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 5. IF MORE THAN (1)KING IS REG-D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL RED D. 11. COLUMNS WITHIN BEARING WALLS IdUPUFT THAT DO NOT SHOW ABASE CONNECTION: CONTRACTOR TO , NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITL KING PER DTL. VYFO81 SDZ INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOPISOTTOM AND HAVE AN ANCHOR (AS DEFINED OTHERWISE, CONTACT E.O.R. FOR REG9. WOOD SCREWS. _ BY DETAIL WF07A THIS SHEET) WITHIN 6' FROM THE COLUMN. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 13. AT NON -BEM ING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24'o.c. MAX. ARE ADEQUATE. AT NON -BEARING 8. SEE DTL WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS HEADERS USE (2)2(4 FLAT wl(3)Gl3I-XT TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2STORY OPEN AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. AREAS INSTALL NON -BEARING WALL STUDS @16"o.. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND 9. AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1}' GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER E = 1600000 psi, FB = 1500 psi, FV =175 psi, FC-PERP = 850 pi. (2) 0.73l-x3' TOENAILS OR SIMPSON OTC CLIP. ATTACH BASE PLATE wIE1THER GUN NAILS @37o.c. OR (2) 10. WHERE SVP #2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.6E 0.14n3-IW NAILS TO EACH FLOOR TRUSS. SHORT PAN HEADERS MAY BE SUBSTITUrED PER THE HEADER SUBSTITUTION 14. IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE SCHEDULE ON SHEET WP1. ABOVE BEARING WOOD WALL SCHEDULE, NO SPVS ME REQUIRED. 11. AFP 1.8E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. M• TffgIN. suggirgynow I 2-1M' MIN. 2' SIMPSON TITENND SCREW AS INDICATED ON THE STRUCTURAL PLANS 'BASE ANCHOR INSTALLED @ MAX. 24' O.C. WI MIN. CONNECTOR' le, SIMPSON TITEN-HD, 12' THREADED ROD, T EMBEDMENT INTO FOUNDATION. AND 1/2" J-BOLT, MAY BE INSTALLED AND OR SUBSTITUTED MAINTAIN A MIN. 2-1/4' EDGE DISTANCE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW --FEET- FROM THE CONCRETE OR MASONRY FACE. FOLLOWING THE INSTALLATION INFORMATION PROVIDED ON O INSTALLERS: REFER TO MANUFACTURER'S THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. EM QJLGIO: ALL "BASE CONNECTORS" SHALL BE SPACED AS INDICATED THIS SCHEDULE, 6' FROM ENDS OF WALL FRAMING, AND THREADED ROD W EPDXY ANCHOW 2-1/4' DRILL & EPDXY: MIN. SW THREADED ROD, WITHIN S' EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F7554 GRADE 36. Fy=36ksi, FV Wki, WAtIB!!: INSTALLED @ MAX. 32' O.C.,W MINT 1 AT INTERIOR FRAME WALLS: SIMPSON BP OR SPS12 SO. - EMBEDMENT INTO FOUNDATION USING WASHER OR UAL s2'43116• . E EQUAL 7 ( ) SIMPSON SET-%P EPDXY OR U EQ AL 2. AT SHEATHED FRAME WALLS: USE SIMPSON MAINTAIN A MIN. 2-1 M' EDGE DISTANCE OR OP 5 BP OR 3 SQ. WASHER OR EQUAL 8'). FROM THE CONCRETE OR MASONRY FACE USING 3. WHEN USING WASHERS WITH SLOTTED HOLES, A HOLES, A STANDARD CUT WASHER IS REQUIRED BETWEEN NUT AND THE PLATE WASHER. JOLT. MIN. 1/7 J-BOLT INSTALLED @ MAX. 32. O.C. 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER MIN. ASTM A307 OR BETTER W/ MIN. T 2-1/4• , SHALL EMEND TO WITHIN 1? OF THE EDGE OF THE IN. EMBEDMENT, MAINTAIN A MIN. 24W EDGE BOTTOM PLATE ON THE SHEATHED SIDE. LEG DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEGSHALL BE Uii: M SHAFT A MIN. 1-1WAS MEASUREDURED FROM ROO B 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/JIs OF A TURN. 07 STANDARD BASE PLATE CONNECTOR SCHEDULE BREAKSHEATHING AT KING //////''''''NAIL END VERTICALS TO TO JACK STUD TRANSITION / KING STUD PER HEADER / SCHEDULE. WALL SMEATHING.- THICKNESS AND TYPE PER PLAN CONT. PLATES w/ 0.131 x 2-1/7 NAILS @ 3' O.C. VERTICAL BLOCKING O.C. ABOVE OPENING AND AT EAL END OF HEADER SEE HEADER SUPPORT A SCHEDULE FOR CCONSTEN PLATE-S SHEATH LNG TO - REQUIRED KING STUDS O. S,,/ 0.731 z 2-12" w 4'4Y MAX CLEAR B. NAILS @ 3' O.C. PAN SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACK STUDS HD14 BUILT-UP PANEL HEADER DETAIL CONT. DOUBLE TOP PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING WINDOW -CONTINUOUS DOUBLE BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION AA COLUMN SCHEDULE CONNECTOR SCHEDULE A (2)2z_SPF#2 BUILT UP STUD COLUMN(STUD SIZE TO TAG SIMPSON CONNECTOR NOTES TYPE VALUES VALUES MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) SPF(Ib) SYP(Ib) B (3)2x_SPF 92 BUILT UP STUD COLUMN(STUD SIZE TO (1)-SDW-15600 SCREW, REFER TO DETAILS I, I A, AND FRAMETO MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) a 2 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1E FRAME 485 815 C (4) 2x_ SPF #2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFED ON THE FRAMING PUN) 2 Q (2} SDMI5800 SCREW, REFER TO DETAIL 5 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 10 FRAME TO FRAME (1)PLY 1046 (2)PLY940 (1)PLY 1196 (2)PLY 1075 D (2) 2x_ SYP #2 BUILT UP STUD COLUMN(STUD SIZE TO a (1)PLV TRUSS H10A WRl8)-Dl48' x 1-12' NAILS OR (2)PLY TRUSS HIOA-2W/(18)-(1.148•x 1-12•NAILS FRAMETO FRAME HIOA 1015 HIOA-2930 H10A 1105 HiOA-21080 MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN E (3)211_ SYP 02 BUILT UP STUD COLUMN(STUD SIZE TO a HTS20 W/(16)- 0.148• z 1-12 NAILS FRAMETO FRAME FRAMETO 1215 1445 MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN F (4) 2x_ SYP #2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN 5 O (2)HTS20 WYT6)0.148' x 1-12" NAILS EACH FRAME 2430 2890 El H2sA W/(10)-0A3l'x 1-7/7 FRAMETO 540 625 G 4x6 SVP n POST FRAME Q DTT2 WI (8)-1/4' x 2-12" SDS SCREWS & 12• EPDXY 4.5 COLUMN TO 1685 1685 '.H> -SYP-POST ANCHOR CMUIFTG. (2). CSHP78 OR (2F CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. 9" END LENGTHS & BOTTOM) W/(14)0.131' 2-10NAILS 8 COLUMN TO SYP- POST V ❑8 (TOP x WI EACH. PROVIDE SOLID BLOCKING THIN THE FLOOR SYSTEM AS REQUIRED. FRAME 2060 2060 10z10 SYP#2POST (PT IF USED IN AN EXTERIOR APPLICATION) 9 CSHP18 OR C520 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. 9" END LENGTHS (TOP a COLUMN TO 1030 1030 V L 4x4 SYP #2 POST (PT IF USED IN AN EXTERIOR APPLICATION) & BOTTOM)WI (14)-0.131' z 2-12" NAILS. PROVIDE SOLID FRAME BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. M SA SYP #2 POST (PT IF USED IN AN EXTERIOR APPLICATION 10 ❑ 2)- 8' SIMPSON SDYVC15600 SCREWS TOP d BOTTOM OF JAMB STUD COLUMNS. TOESCREW TO HEADER AND BOTTOM PLATE THROUGH WDE FACE OF COLUMN PER FRAME TO FRAME 595 865 N exB SYP#2 POST (PT IF USED IN AN EXTERIOR APPLICATION) DETAIL 12/SDAC P 3.12'k31/7 ENGINEERED LUMBER COLUMN. PER HTT5KT COLUMN TO FOUNDATION W/(28).N10x 2-1? STRUCTURAL COVER SHEET 11 So SCREWS. 5/e" ALL THREAD ROD TO CONCRETE WITH SIMPSON SET3G EPDXY. U.N.O. ON PLANS: MIN. 8' EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING 5360 5445 Q 3-1/ 14- ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W/2-IW MIN. EDGE DISTANCE. COVE T ENGINEERED LUMBER COLUMN. PER STRUCTURALR COVER SHEET - 12 LSTAIB 2-10 (CENTER STRAP ON I )LSTA18 WI(14)0.148" x 2-72' NAILS EACH (CENTER HEADER TO HEADER TO ills 1235 S >3-12-12• ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 13 ❑ STRAP ON STUD) STUDS 2230 2470 To5-1-14W ENGINEERED LUMBER COLUMN. PER 14 (1)-A34 ANGLE W/(B)-0.131'x 1-1?NAILS @16.O.C. MAX & B• FROM EA END. PROVIDE WEB FILLERS AS FRAMETO 300 PLF 348 PLF STRUCTURAL COVER SHEET REQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) ) (LATERAL) V 11.1 ENGINEERED LUMBER COLUMN. PER STRUCTURAL HGA70 W/ (4)I W z 1-12' SOS SCREWS & (4)1M' x 3' SDS FRAMETO 840 1165 COVER SHEET 15 SCREWS FRAME (LATERAL) (LATERAL) X 7N ENGINEERED LUMBER COLUMN. PER STRUCTURAL 16 MSTC28 WIM2 0.148" z 3-114' NAILS CENTERED STUDS TO 2325 2690 COVER SHEET BEAM/GT 3-12'x11-7RT ENGINEERED LVI&8ER COLUMN. PER 17 MSTC40 WI (24f0.149' x 34W NAILS CENTERED WI 21-1/4" CLEAR SPAN & 9' END LENGTHS 8 STUDS TO STUDS 1993 2306 Y STRUCTURAL COVER SHEET 18 IIUC410 CONCEALED FLANGE HANGER WI (12) 0.167 x 3-12" NAILS & (6) 0.148' x 3- NAILS FRAME TO FRAME U = 981 R =1896 U = 1077 R = 2166 &1/4' z 9-1/7 ENGINEERED LUMBER COLUMN. PER Z STRUCTURAL COVER SHEET 19 HTT4 Wtl(18}0.167 x 2-1? NAILS W/SW EPDXY ANCHOR 4.7 COLUMN TO FIG. 3640 SYP : 4325 P$ULVL:3B7: STANDARD COLUMN NOTES CONNECTOR NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL WFOBISD2. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 1. UNLESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL STRUCTURAL MEMBERS: BE P.T. OR WOLMMIZED. A. TRUSS OR BEAM TO MASONRY(PERPENDICULAR CONDITION NOT APPLICABLE BASECONNECTORS@SPF/S 3. CONTRACTOR TO USE W SOLID POSTS. ATT EXTERIOR CONDITIONS B. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION), WITH A MINIMUM EDGE NOT APPLICABLE w/(12y1.162k 3}'NAILS Be EPDXY ANCHOR wIMIN. DISTANCE OF 3' T EMB EMBEDMEOMENT C. FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY PARALLEL CONDITION, WITH NOT APPLICABLE 6x6: ABU66Z w/(12)0.782"z3}"NAILS &}' EPDXY ANCHOR./MIN. MINIMUM EDGE DISTANCE OF 1-In" T EMBEDMENT D. ALL ROOF TRUSS/PURLIN/RAFTER TO FRAME (PERPENDICULAR CONNECTION) Q/EA. OR aI EA. 8x8: ASU88Z WIT8)0.162'x 3}'NAILS &(2)}' EPDXY ANC HORS w/ E. HIP JACKS LESS THAN 74YLONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPLIFT OF 535 Q a MIN. 7' EMBEDMENT / EA. OR I EA. L87. A 3}' NAILS & (2)t`' EPDXY 1 DO 0:ANCHORS S W MIN. . r E BEDM ANCHORS w/MIN.T EMBEDMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. 4. POSTA.VL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3F 0.131" AND BASE PLATES U.N.O. ON PLANS. x 3" TOE -NAILS. 5. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER ALL HEADER SUPPORTS/COLUMNS. 2. IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3)­ 0.131" %3" TOENARS. 6 SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 3. STRAP MAY BE INSTALLED OVER MAXIMUM 23/32" SHEATHING, USE 2-1/2" NAILS LLO. 1-1/2" NAILS. SPECIFICATIONS. 4. PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMPSON SPECIFICATIONS. HEX NUTS SHALL BE WRENCH TIGHT 1/3 URN. 7. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER 5. 1/2" ALL THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN. 7" EMSEDMENTTO GROUTED CMU OFJACK SUDS REQUIRED. WALLW/2-1/4'MIN. EDGE DISTANCE. MIN. 7' EMBEDMENT TO CONCRETE FOm1NG W/2-1/4"MIN. EDGE DISTANCE. 6. 5/8"ALL THREAD ROD TO MASONRY WITH SIMPSON SET-%P EPDXY. MIN. 15" EMBEDMENT TO GROUTED CMU CORE CONTAINING AT LEAST (1) VERTICAL #4 OR#5 BAR. MAINTAIN 2-1/4- MIN. EWE DISTANCE. IF THREADED ROD CAN BE CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO 12". 7. 5/8" ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O. ON PLANS: MIN. 7"EMBEDMENT TO CONCRETE FOOTING W/ 2-1/4' MIN. EDGE DISTANCE. FULL CAPACITY ACHIEVED WITH 12" END DISTANCE FROM EXTERIOR CORNERS. MINIMUM DISTANCE FROM CORNERS IS 2-1/4" WITH A CAPAOTY OF 2650 LBS. 8. REFER TO SIMPSON UTERAU RE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN & END LENGTH MEASUREMENTS. BEAM SCHEDULE TAG 7 BEAM SIZE CONNECTIONS TO BEAM: SIMP. HU46 OR HUC46 W (12f0.167x 3}• (2)2x6 SYP NAILS & (6)-0.148'x 3' NAILS. (2165/UPLIFT=1135) u B2X6 WITH 12' FUTC PLATE TO MASONRY: SIMP.HU46 OR HUC46 11(8)-114'x 23/4' TAPCONS & (4)0.148' x 3. (U=7WMm2D00) ggqq ON MASONRY: MSTAM24 W(9)-0.148- x 3' NAILS 8 U (5)AW,24W TAPCONS (UPLIFT=1375) O TO POST: SIMP. HTS20 OR LSTA78 (UPLIFT=1235) w 2 TO BEAM: SIMP.HU48 wl(14).0A62 x 3}" NAILS & i (2)2x8 i2 SYP (6)0.148'x 3' NAILS. (253DA)PUFT=1135) B2z8 WITH IrZ FLITCH 148x 3' TO A&(,0}}M LI PLATE NAILS 2}' TAPCONS.(250GNP FT=l1135 ® ON MASONRY: MSTAM24 w/(90.148' x 3' NAILS & IS)-}" x 2}' TAPCONS (UPUFT= 1375) P4T op TO POST: SIMP. HTS200R LSTAIB (UPUFT=1235)�� TO BEAM: HU410 w/(18)0.162'x 3}• NAILS & (10)-0.149'x 3' NAILS. (325WUPLIFT=1795) i I:Yi r` (2)2x10*2$YP TO MASONRY: SIMP. HU410 OR HUC410w/ 82x10 WITH 12• FLITCH PLATE (10)0.148x 3" NAILS & (14} }" x 2}" TAPCONS. (3500/UPLIFT=1800) ON MASONRY: MSTAM24 w/(9)10.148" z 3' NAILS & lJ.� (5)-}" x 2}" TAPCONS (UPLIFT = 1375) z�_�y TO POST: SIMP. HTS20 OR LSTAi8 (UPLIFT=1235) (2)2z12 #2 SVP TO BEAM: HU410 w/(I 8)0.162-x3}• NAILS d (10)-OA48"z 3' NAILS. (3250'UPUFT=1795) TO MASONRY: SIMP. HU410OR HUC410w1 N ��6Y/ �! xa♦ B2112 WITH FLITCH (10)-0.148'x 3' NAILS & (14).}" x e TAPCONS i PLATE (3500/UPUFT=I9D0)`� ON MASONRY. MSTAM24 w/(9)-0.148• x 3- NAILS & (5} }' x 21' TAPCONS (UPLIFT = 1375) TO POST: SIMP. HTS20 OR LSTA78 (UPLIFT=1235) m ¢ TO BEAM: HU410 w/(/8)-D.162 x 3}' NAILS & (10).0.148'x 3' NAILS. (325=PLIFT=1795) o Z ! f 0 1 83.Sxll.25 (2)1.75'111.25' TO MASONRY. SIMP. HU410 OR HUC410 w1 LVL (10}0.148", 3' NAILS & (14)- }" x 2t TAPCONS, w (3500NPLIFT=1800) ON MASONRY: MSTAM24 w/(90.148' x 3' NAILS & F < IS)-}"x 2}' TAPCONS (UPUFT=1375) LLo TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT-1235) . O TO BEAM: HU410 w/(18)0.162. 3}' NAILS & 0,Z (10).0.148'z 3" NAILS. (3250NPLIFT=1795) L. "? 33.Sz11.875 (2)1.75'x1,.875 TO MASONRY: SIMP, HU410 OR HUC410 w/ > - (L LVL (I O)-0.148"x 3" NAILS & (14).}' x 2f" TAPCONS. rc O 4. (3500/UPLIFT=1900) ON MASONRY: MSTAM24 wl(9)-0.148" x 3" NAILS & i < U (5}}" z 2}" TAPCONS (UPLIFT= 1375) ~O Tn TO BEAM: SIMP. HU410 wl(180.162k 3}" & < W 0 (10)-0A 4T x 3' NAILS. (3250NPLIFT=1795) O TO MASONRY: SIMP. HU410 OR HUC410 w/ O B3.Sx18 Q)1.7Sx16' LVL (tOK1.148- x 3' NAILS & (14H f'12}' TAPCONS. w w (3500/UPUFT=1BW) M ON MASONRY: (2) MSTAM24 wR9H0.14SN F NAILS & o W Is)- k x 2}' TAPCONS EACH STRAP (UPUFT7/50) "NAIL p Q z BEAM TOGETHER USING (4) ROWS OF 0.148' x p Q 3 k NAILS 0 6' O.C. EACH SIDE TO POST' (2) SIMP. KTS20 OR LSTAi8 (UPLIFT=2470) W z ON MASONRY: (2) MSTAM24 w/(9)4J.148'Y 3- NAILS & r g o. N LL 1� B5.25x16 (3)1.7Sz16' LVL (S)-r x 2}' TAPCONS EACH STRAP(UPLIFT=2750) ¢ U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF F UIE O Ne V 0.146'. 3}" NAILS @ S• O.C. EACH SIDE b O o Z U � LL4 pu _ TO POST: SIMP. HTS200R LSTA78 UPLIFT-2670 O LLl B3.5x20 (2) 1.75 20' LVL ON MASONRY: (2) MSTAM24 w49�.148"x 3" NAILS &) I' o 0 oG Z Q f� H IS)- x 2j TAPCONS EACH STRAP (UPLIFT = 2750) "U.N.O. a 2 NAIL BEAM TOGETHER USING (4) ROWS OF Z 0.148'x 3}" NAILS@ 6. O.C. EACH SIDE O W (��( (7 J F STANDARD BEAM NOTES TOGETHER 1. NAIL ALL (2) 2x BEAMS USING (2) ROWS OF 0.148' x 3i NAILS @ 17mP. ONE SIDE) USE 3 ROWS WHEN 2xt00R LARGER. MIN. 7 FROM ) TOP AND BOTTOM OF BEAM. NAIL ALL LVL (3) BEAMS TOGETHER USING ROWS p r u w /� m O 0 OF 0.148" x 3}' NAILS @ 6o.. (TYP. ONE SIDE) MIN. 7 FROM TOP AND BOTTOM 0 W J L J �j OF BEAM O U H 3 2. VERIFY wIPLAN CORRECT LENGTH OF BEAM REQ9. (MIN. 7 BRG. EA END OR MIN. 3' BRG. ON MASONRY) a o c O a � W W Z LLJ ss 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. = % � 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN MY WAY WITHOUT j WRITTEN APPROVAL FROM THE E.O.R. U < S. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 2 <O W O N N < i O ww 00 N t a O C F c?O Z N D y W c Q o j O p p W � m J T, oaN - = W Z ate = ) -F <W J X Z WJ (40 ooa }D U)rt- • Z Z O w STRUCIVAAL EN6: TH N f � t] DIWFTINO: STRIJC. OF y vi _ O j z U C a CL1Ed(: CC JOB- STAR-17134 p � w NOTES & < ASINDICATED w � ANTE: aenlro CONNECTOR LEGEND w S5.2 T O f 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. / 1 1386-0R 13B8-LR 13B6-KF2 1386-A 13B6-MR 138" 1 1386-N BUILDING KEY I 1 1 , 1 1 I 1 � SIN IN f 1 1 1 I , 1 1 1 1 EXTERIOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 8'4T 24 SYP 02 Q 16' O.C. MAX 2.4 SYP 1/2®Is- O.C. MAX 91-Q' ZA SYPi2016.O.C. MAX 2x4 SYP 02012.O.C. MAX 914' ZA SYP i2@17 D.C. MAX 2x4 SYP 920170.C. MAX 1014r 2x4 SYP 01 012' O.C. MAX 2X4 SYP 01 ® S' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE S'-0' 2x4 SYP i2 @ 16' O.C. MAX 2.4 SYP 12 0 18- O.C. MAX 9`7 2x4 SYP 02 016- O.C. MAX 21K4 SYP #2 Q 1S- O.C. MAX 914' 2x4 SYP A2 Q 16' O.C. MAX 20 SYP N2 C 1S- O.C. MAX 1014T 2.4 SYP •2 @ 17 O.C. MAX 2x4 SYP t2 0 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 WF101SD4 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 R2 @ 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 WINDOW I DOOR OPENINGS ® 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - W502/SD3 OPENING SITTING ON WOOD BEAM - WS46/SD4 3. AT ALL CORNERS. CONTRACTOR TO FOLLOW DETAIL WS09/SD4 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 WF10/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 IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND = 9'-1' T.O.W. 1ST FLOOR INTERIORIEXTERIOR BEARING WALL =8'-1'T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL * =ALIGN WITH COLUMN 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-OR LOT 126 1386-LR LOT 127 1386-KR LOT 128 1386-A LOT 129 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND SECOND FLOOR FRAMING PLAN 11e„=,,-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. OD W w N i w CO N C + F : r �m Z O 111 7 H C a 0 5 O O W i J to o _ [L Z w - SO z o U J X Z a J :� ~a� a Tn • H g o sTRucTURAL END: T11 � Qc cHEcx: cc 0 STAR-17134 2 sc^LE: AS INDICATED MTE: H 082123 S5.3 Q SCHEDULE (STARLIGHT) 1388-0R 1388-LR 1388-KR 1388-A 138&MR 138&B 1386-N BUILDING KEY NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR PLASTER FINISH o WALL HEIGHT INTERIOR ZONE ENDZONE 8'4 2%4 SYP 02Q ifi'O.C. MAX 2.45W i201C O.C. MAX rc g V W-0' 2.4 SYP i2@Is- O.C. MAX 214 SYP #2012' O.C. MAX O 0 94' 2.4 SYP /2@12'D.C. MAX 2.4 SYP #2012' O.C. MAX z 101-0' 2.4 SYP 01. 12' O.C. MAX 2.4 SYP 0108.O.C. MAX < o ♦ '. /+� EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE O �®�••••• • 81-0" 2.4 SYP 82@Is- O.C. MAX 2.4 SYP #2Q 16"D.C. MAX O O •®•� w e Q a 91-0' 2.4 SYP C2@Is- O.C. MAX 2.4 SYP Y20 Is-D.C. MAX c N 91-C 2.4 SYP E2@Is- D.C. MAX 214 SYP 02018' O.C. MAX 101{P 2.4 SYP i2 @ 12' O.C. MAX 2.4 SYP 02. 12' O.C. MAX Rzz. a [ �Net EXTERIOR FRAME WALL NOTES w 1. WALL STUDS WITHIN 5Fr OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. O a O m 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE FRAMING PLAN. -0 Z z Z. f t 3. SEE DETAIL WF1=D4 FOR REQUIRED WALL SHEATHING S p LU 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 < m p -ZBE 0 REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF 0 w EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.8 STUDS OR LARGER, STUDS ARE TO r G BE MIN. SPF ill @ 1s- O.C. MAX U.N.O. ON FRAMING PLANS. O S ULTIMATE WI D SPEED 139 MPH STANDARD 2ND FLOORPFRAMING o o NOTES: a z Q- 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR T < 0 U WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. = W 2. ATALL WINDOW/ DOOR OPENINGS• 2ND FLOOR. CONTRACTOR <w� T TO FOLLOW THE DETAILS INDICATED BELOW. 10 2-STORY FRAMING-WS02/SD3 OPENING SITTING ON WOOD BEAM-Vv548/SD4 w z N 0. w0 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SO4 U.N.O. E p z ; 'i 4. IF SHEATHING IS NOf INSTALLED CONTINUOUS (ONE SOLID PIECE) z FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF w z FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10/SD4 AT ALL LOCATIONS AS REQUIRED. = g S. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PN i... BUILT UP COLUMNS, CONNECTORS, ENGINEERING U O F O O MZ pp� V 7.1 i 1eu NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A w z0 Q�F STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. aii N LL WALL LEGEND a a og �_ 13 OR 9�1-U- ® INTER T.O.W. F' U '^ t ERIOR INTERIOR/EXTERIOR m V BEARING WALL =8'-1"T.O.W. 2ND FLOOR o w Z Z Y1Q p S INTERIOR/EXTERIOR a O 2 BEARING WALL O 'W 0 � 81, =ALIGN WITH COLUMN ABOVE p w W BUILDER NOTE: g y� IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS j W W !Q iii MANUFACTURERS LAYOUT i w d ---STOP-- " U) AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES w Z i < H p O y O W Q 2 L N T C+ W W 90 N a r C O f f 7 m Z z 7 E p u m J f - x S W Z 0o a-a3 ym - U J X Z � oa0<WO Q fyyA p0 f~/fnF sTRucTURAL eNO: T11 m E 0 o ORAFi1ND: STRUCT: DP N Vi w Z U K oc CHECK: CC .108 No. STAR-1I134 SCALE: AS INDICATED 7 p � w Q Z DALE: 0SQ1/23 SECOND FLOOR FRAMING PLAN Z j o S5.4 1,8�1'-0.. z. p FJ4, Cr : 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. U ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVPo12 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2)-2x TOP PLATE PER PLAN. - NAIL SHEATHING VW (2)- ROWS 0.131' x 2-12' NAILS & 3" O.C. ISHEATHING TO HEADER WN — 0.131' x 2-12" NAILS AT 3' O.C. HORIZONTALLY & VERTICALLY AT PORTAL FRAME. MIN (3)-2x JACK & (i)-2x KING STUD - (3)-2x JACK STUDS --- MIN. 7/16" STRUCTURAL 1 SHEATHING, OR 1SW EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO MID -HEIGHT OF FLOOR SYSTEM. NAIL ALL EDGES TO STUDS OR COLUMNS W/ 0.131'x2-12" NAILS @ 3' O.C. & 3- O.C. IN THE FIELD. (} 2 Zx BOTTOM PLATE. NAIL TO — SHEATHING W/ (2) ROM 0.148' x 3' NAILB @ 3' O.C. SHEAR WALL SEGMENT DIMENSIONED THIS DETAILJ,SHALLBE I STALLED CONTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING, SHEAR WALL .�.`� . 3-12' x 11-1/4' HEADER PER PLAN. EXTERIOR SHEATHING & NAILING PER DETAIL WF10/604. ELEVA710NE W AND W S5<1RA2STO NS.INDER 2ND FLOOR JAMB CSI.'I` (2 2x4 SYP STUDS 0 WALL IN ERSE'TIC (GARAGE OPENING) PW211� GARAGE PORTAL FRAME MIN, (3 2x4 JACK STUDS & 1) 2.4 - KING S UD. NAILED PER S ANDARD HEADER NOTES. (2)-2x BOTTOM PLATE. NAIL x3 TO SHEATHING W/2 ROW50.148' I 1 NAILS @3" O.C. .f FOUNDATION PER PLAN. ve EXTERIOR ELEVATION 12"=1'-0- V Z Z W a O t.. Z W (2)-CS20 STRAP WE0.148" x 3" NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN. WEND LENGTHS. (2}2x BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. /FLOOR SYSTEM PER PLAN, NOT SHOWN / THIS DETAIL FOR CLARITY. 3.5" x 1126- HEADER PER PLAN. 2 LSTAI8 OR (2)-D WN S20 STRAP 0.148"x3' (} 'L1 V NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS, MIN. 9" END LENGTH OVER Z JACK STUD. (2)-2x BLOCKING BETWEEN STRAPS Z AND HEADER (GARAGE OPENING) nW. O HTT4 BASE CONNECTORS WI (18) 0.182' x 2-12' NAILS & 5/8" THREADED ROD W/ MIN. 12" EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-1 N' EDGE Z DISTANCE FROM FACE OF CMU W SIMPSON DTT2Z W/ (0)- iM' x 2-12' SOS R SCREWS&((1}12'EPDXYANCHOR. ANCHOR SHALL HAVE MIN, 7" EMBEDMENT i BELOW LOVVEST GARAGE OR PORCH SLAB - E W/ SIMPSON SET-XP EPDXY. i T(1) FOUNDATION PER PLANANCHORBOLTCENTEROF" SHEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES & END SHEET. CONNECTOR LEGINTERIOR ELEVATION to FASTEN FLOOR SHEATHING TO TOP PLATE OF SHEAR WALL W/ (2) 0.1311"x 2-12' NAILS Q 4' O.C. 2x4 SYP/2 BLOCKING Q 24' O.C. W/ (2) 0.148" x 3" TOE -NAILS EA END. FLOOR SYSTEM PER PLAN. SHEAR WALL PER PLAN, BALLOON FRAME TO FLOOR SHEATHING. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. 3/4'=1'-0" OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND NANO OR (2}2x BLOCKING PER SCHEDULE ATALLPANELEDGEELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF SPLICES. (3}0.131' X 3' TOE -NAILS Q EACH END. NAIL A SINGLE OPENING LARGER THAN 16'WIDE x 46' TALL IS REQUIRED OR IF NELS TO BLOCKING WITH EDGE NAIL SPACING. THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS 8 SQ. FT. (2}2X TOP PLATE, I� �iiIN I lO�_1_�> > l��if\\�' 1 I►lA1,WAINNICONTINUE SHEATHING ABOVE AND 1 1 INDICATED ON 1 I 1 I FRAMING PLAN. I I� I 1 I" -- I I T . I I I� TYPICAL INTERIOR SHEAR WALL WALL FRAMING & FLOOR -TO -FLOOR CONNECTIONS PER PLAN. 16" TALL 20 SYPM2 VERTICAL. NAIL TO O.S.B. RIM BOARD W/ (2)-ROWS 0.131' x 3' NAILS 3" O.C. (10 NAILS TOTAL). 3M'SHEATHING RIM BOARD — 2-HOUR AREA SEPARATION ASSEMBLY PER PARTY WALL DETAILS. WALLFRAMING & FLOOR-TOFLOOR CONNECTIONS PER PUN. 3/4'=1'-0" REFER TO DETAIL WF07/S02 FOR CONSTRUCTION REQUIREMENTS. k SHEAR WALL END COLUMNS AS i INDICATED PER p FRAMING PLAN. m OPENINGS SHALL BE o LOCATED AWAY FROM THE END OF THE WALL AT LEAST IJ 103 OF THE WALL HEIGHT. w H O MID SPAN WALL BLOCKING Z U.N.O. ON FRAMING PLAN O 02 STRUCTURAL SHEATHING C PER SCHEDULE O END OF WALL ANCHORS PER FRAMING PLAN. r N O _ U O iT ANCHOR AT 4' 70 Td ROM ENDS OF WALL ROM PLATE SPLICES, w OR HOLD-DOWNS. FLOOR SHEATHING b NAILING PER PLAN. (2)-2XBSYP#2 JOIST. NAIL PLIES TOGETHER W/ (3) 0.148' x 3" NAILS Q W D.C. b 2 FROM EA. END. HUC28.2 W/ (10). 0.167 x 3-12' NAILS TO CARRYING MEMBER & (4} 0.148' x 3" NAILS TO (2)-2.8 JOIST. AT HANGER LOCATIONS, INSTALL - MIN. 12" LONG BACKER BLOCKS ON BOTH FACES OF IJOIST PER JOIST MANUFACTURER'S WRITTEN SPECIFICATIONS. FLOOR FRAMING AT STAIRCASE 1'=1'-0 IJOISTS PER 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. 100111111 l i r 4 4 t12 * f v� `49CIh A. U r!s LL W 3 IZ U) U) � J _J o< Ow S 3;Q Z !G a � smucr: DP 0 w I--. STAR-17134 N As AS INDICATED S6 2402 CENTER BUCK 3W DIA. ANCHOR CENTERED 2x6 P.T. BUCK EACH SIDE OF OPENING (5)10YSxS- LAG BOLT AT EA. DOOR BUCK EA SIDE OF DOOR. PROVIDE Z' x 3/1e' THICK WASHER WTEA ANCHOR. (tat BOLT TO BE "'MAX ABV. CURB, REST EO.SPACEO -24.O.C.) GARAGE BUCK DETAIL 12'=1'4Y DORMER FRAMING DETAIL SIMPSON DIAGONAL TO BEAM END VIEW w/CMU HEADER (SEE PLAP 7116' O.S.B. EA. SIDE 2x BLK'G TO O.S.B. 12) 0.131' x 2-12' NA EACH END EEN��D VIEW w/ WOOD wFVI\ ARCH WINDOW FRAMING DETAILS 3/4'=1'(r O21 STUDS @ 16" O.C. FOR KNEE WALL F @ 37 O.C. STUD TO ROOF FRAMING OLSTA18 B BELOW, SLIT ROOF SHEATHING FOR STRAP ., O CONT. ROOF SHEATHING NAIL PER PLAN 2x4 BLOCKING w/(2) 0.167' x 3.12" NAILS EACH OPROVIDE D 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 TRUSS PER PUW BELOW A J 2K PLATES OVER ROOF SHEATHING PER VALLEY FRAMING F O DETAIL CF.1-D3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLIER B O DOUBLE TOP PLATE � V O SIMPSON H3 OR H6 @ EA END OF TRUSS OR I2�TER R CONV, FRAMING R TRUSS PFR PLAN HEA OACF281 AL SCOMMON STRUCTURAL BOG W/ND THING PER PAN ROOF FINISH ROOF TRUSSES PER PLAN ORA CURVED OCURVED K RAFTERS w/(2)LAYERS 3/4"CDX SHEATHING NAILED @ 6- O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT W NDOW OPENING IF REQD NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF 12"-1'4Y FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGAIO @ 32' OC SIMPSON HGA10 @ 37 WU 14) U4' x 3' SDS TO TOP O.C. W/ 14) 1/4-x 3- SOS PLATES & (4) 1/4-x 1-12' TO TOP PLATES & (4) SOS TO TRUSS 114'k 1-12' SOS TO TRUSS SHEATHING NOT REQD SHEATHING NOT REOD TO BE CONT. @ THE TO BE CONT. @ THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE 2z TOP PLATE FASTEN SIDE WALL BEAM PER PLAN SHEATHING PER PLAN. SIMPSOI DIAGON PLATE EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION GABLE END TRUSS PER PLAN. TYP. REO'D GABLE END"L"ANDX)RT BRACING STRONG BACK PER GABLE WHERE O.H >!39, ' END BRACING CHART REFER TO G SYP 82 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFY WHICH 0 1 O.C. MIN (2) TRUSS BAYS ®1 9' MAX PLYWOOD CONDITION A IS REQUIRED. CONTACT FOR FOR AODDIONAL INFO AS REQD K BACK GABLE END (MIN. CANT. O.M. _ A23 DIAGONAL TO TRUSS BOTTOM CHORD. REFER TO GE02 FOR REQD PLYWOOD BRACING TYP. SHEATHING & 2x4 SYP i2 BOTTOM NAILING PER CHORD BRACING @ 16' f PLAN SHALL O.C. FOR FALSE BEAM w RUN CONT. ATTACHMENT YW (3I y ACROSS GABLE 0.148'x 3' TOE -NAILS TO BOTTOM OF EA. END MIN. (2) FALSE BEAM. TRUSS BAYS BACK ATTACHED PER FROM GABLE END NAILING (MIN. 48') SCHEDULE 2x TOP PLATE TO MIN. 2x4 SYP 02 GABLE END W/0.148'k STUDS @ 16' 31/4- NAILS f 6' O.C. O.C. WN SINGLE 2x4 SYP 2 FRAMING FOR FALSE BOTTOM &TOP BEAM ® 1S- O.C., IF REQD W/ (4) PLATE W/ (3) 0.141& 4 3- NAILS @ EA. TRUSS 0.148"x 3 NAILS BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2x4 SYP i2 HORIZONTAL PER PUN BLOCKING @ 16'D.C. W/ (3) IF REQD 2x4 02 SYP 0A 48 x 3' NAILS EACH END BLOCKING BETWEEN CMU WALL CONNECTION STUDS CLEAR SPAN CONNECTION FRAME DNo V,F IS A SINGLE Zx ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WIDE :� GABLE END @ FLAT CEILING CONNECTIONS �RAMING DETAILS FOR 4DDITONAL NFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) )x W/ (2) 0.162" x 312" rOE-NAILS EACH END 3) 0.162" x 310NAILS TYP.) N4 SPF CONT. 3LOCKING ATTACH TO 116" OSB WY (2) 1131' x 2-12' NAILS 1/16' OSB EACH SIDE, A4 0113' x 2' NAILS @ 6' O C. TO SIDE & TOP 4AILER h BUCKS, 2x4 BLOCKS, (2) 0.162x 312' NAILS f EA END. NOTE: ALL GABLE BLOCK ADJ. BAYS f EA DIAG. AS SHOWN. BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS Wtl SYP4/2 OR BETTER 0.131'x2-1rr NAILS e'O.C.(4) BAYS MIN(1) BAY AFTER BRACE IS REOD) 0.148k 3 - ILS DIAGONAL PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. I(2)0.162x 312' NAILS. 2x6 SYP Y2 - DIAGONAL BRACING, SPACED f 48' O.C. BEGINNING T-T FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO T NO BRACE REQUIRED T-3-H94'-10' (1)2A L-BRACE 4'-10' < HA&4r (2) 2.4 L-BRACE (SEE SECTION AA) 6'4r<Hd124i STRONGBACK B DIAGONAL BRACE @ MID -HEIGHT 12'4e" � HAW-V STRONGBACK& (2) DIAGONAL BRACES ® US AND 213 HEIGHT 2x4 L-BRACE IF REO'D SEE CHART. 0.148'x 3 NAILS @6'O.C. GABLE VERTICAL 2ND 2.4 L43RACE IF R.D. SEE CHART A -A GABLE VERTICAL L43RACING EO GABLE END BRACING (140D or 150C) SHEATHING PER PLAN SHEATHING PER PLAN TYP. TRUSS TO FRAME TYP. TRUSS TO FRAME CONNECTION PER CONNECTION PER 1 STD. CONNECTOR STD.CONNECTOR NOTES NOTES FRAME OUT TO BLOCK EDGE AS REQD 5� FRAME OUT TO BLOCK EDGE AS REO'D 1 LAST STUD OF I LAST STUD OF KNEE WALL }^ KNEE WALL JOINING UP I JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO (2) 2x TOP PLATE TO MAIN HOUSE WALLS SHALL BE - I (2) 2x Y2 SYP SEE PLAN MIN. (2) 2x FULL HEIGHT WALL ATTACHED TO MIN. FOR BEAM SI2E STUDS W/ (2) 0.162' x 3-10 1 (2) 2. FULL HEIGHT 1 NAILS @ 12- O.C. 1 1 WALL STUDS W/ (2) 0.162"x 3-12' NAILS 1 (2) 2. PLATE MIN. 2.4 SPF i2 KNEE WALL (2) 2- #2 SYP SEE PLAN ® 12' O.C. 12x (2)3 SYPA2 TOP PLATE SPF#2 CRIPPLE WITH STUDS f Is- O.C. 1Atl FOR BEAM SIZE �� �q SPF •2 KNEE WALL I S R STUDS AS REQD. MAX STRUCTURAL SHEATHING WITH STUDS f 16' 1 18' O.C. 16' 0.k31/ ( ON BOTH SIDES FROM TOP 1 BUILDER FRAME O.C. WY STRUCTURAL TOENAILS OF WALL TO BOTTOM OF RADIUS AS READ SHEATHINGON BOTH - TOP 8BOTTOM BEAM. ATTACHED PER I SIDES FROM TOP OF I WF70/SD3 FASING T NPER ..-. NAILING SCHEDULE 1 WALL TO BOTTOM OF I SHEATHING TO HEADER. OTHERWISE SP2 CLIPS _. 1.. BEAM ATTACHEOPER BUILDER FRAME WITH RSRS-01 (0.113'x2.T/3) RING FULL SHEET OF EACH STUD TO DOUBLE TOP NAILING SCHEDULE - ---�- RADIUS AS REQD SHANK NAILS IN GRID SHEATHING PLATE AND SP7 CLIPS EACH PATTERN 8 3' D.C.IN FROM BOTTOM OF STUD TO BOTTOM PLATE ALL FRAMING (STUDS HEAOERAVL _6F AND SILLS) (TYP-) TO TOP OF TOP PLATE \ KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM 2x STUDS AS REO'D @ 16' SEE PLAN FOR MEADE OR LVL. AT GARAGE, 3/4'=1'-0' 3/4'=1'-0' O.C. W/(3) 0148' x 3 1/4' TOE -NAILS TOP 8 HEADER OR LVL REQ'O FULLTO BE LENGTH OF 0.131'x 2-1r7 BOTTOM GARAGE NAILS @ 4- O.C. 0.131 "x 2-12" CONV. FRAME OR - NAILS @ 4' O.C. NOTE: IF PANEL SPLICE VALLEY TRUSSES IS NEEDED IT SHALL MIN (4) 2x SPF Y2 STUDS PER PLAN VALLEY TRUSS FRAME OR OCCUR WITHIN 24" OF @ EA. END w/(2) SIMPSON - - VALLEY TRUSSES MID -HEIGHT. BLOCKING LSTA30 ON OPPOSITE FCONV. PER PLAN IS NOT REQUIRED SIDE OF SHEATHING w/ EXT. SHEATHING; (22)0.148' x 3" NAILS EA. GABLE TRUSS ATTACH PER NAILING EXT. SHEATHING; SCHEDULE WAIL SHEATHING PER ATTACH PER CONT. OD ROOF WF10/SD3 WM 131"x2-12' NAILING SCHEDULE HIND P SHEATHING PER NAILS (O.C. ALL (2) 0.167x 31? NAILS NAILING SCHEOVLE OR FRAMING (STUDS, N S, BLOCKING, TOP PLATE, TO EA COMMON OPT. 2x4 BLOCKING HTT4 W/ 5/8' ALL BOTTOM PLATE) -TYPICAL TRUSS PERP. TO EA. VALLEY THREAD ROD, 7'MIN. TRUSS NAILED TO EMBED AND MIN. 1 75' EDGE DISTANCE USING -. 2x SYP /2 PT SILL PLATE: SIMPSON LTA2 1'47 ® TRUSS BELOW @ 21' SIMPSON SET EPDXY IF OVERALL DIM ALLOWS O.C. GABLE TRUSS TO MAIN SPAN ROOF O.C. W/ (2) 0.162k 312' OR EOUIV. ATTACH TO I ATTACH w/J430LTS/ MASONRY OR TRUSS NAILS TYP. x2 EPDXY ANCHORS 37 @ SIMPSON HGA70 @ 37 O.C. FRAME WALL F" - ATTACH TRUSS TO MAIN SPAN 0A62 /2' NAILS) SEE PLAN O.0 PER BRG WALL SCHED. NO BOLTS wM 17 UPLIFT CONNECTOR (SEE SCHEDULE) TRUSS BELOW USING (3) 0.187x 312' NAILS ROOF TRUSS UPLIFT CONNECTOR FOUNDATION PER OF BASE CONNECTION RECESS FOR MASONRY WALL 2x BLOCKING W/ (3) .. (SEE SCHEDULE) PLAN; SEE MF10/S3 " " ' � `.'. -1-. �-•" "1 ' _ PAVER. @ .. r:.�:. GARAGE SHOWN. SEE PLAN 0.148x 31M' MASONRY WALL FOR CORNER BARS ...-. CONNECTON TO WALL FOR WOOD OR TOE -NAILED f EA. END SHOWN, SEE PLAN MASONRY CONNECTON TO TRUSS FOR WOOD OR MASONRY EO GABLE END AT VALLEY FRAMING CONN. (WALL & TRUSS) F1 PORTAL FRAMING DETAIL 3/4'=1'-0' 12"=1'(r 9' MAX PLY000 CANT. O.M. SEE ELEV. FOR O.H. SIZE WHERE O.H > 9". REFER TO GE315D2 2x4 BLOCKS, 0.131 N 3 \ 12 2x6 SYP i2 DIAGONAL NAILS ® EA. END. 12 BRACING @ 48' O.C. BLOCK ADJ. BAYS ® SHEATHING PER PLAN MAX. AS REQUIRED PER EADIAG. AS SHOWN. GABLE BRACING FASTEN ROOF \ CHART SHEATHING TO BLOCKS 9' MAX PLYWOOD CANT. OVER HANG SEE ELEVATION FOR OVER HANG SIZE 12 GABLE BRACING (1) w/ 0.131'x 2-12' NAILS @3O'C' �12 MAX SEE CHART WHERE O.H. IS>3, REFER TO GE31/SD2 MID HEIGHT OR 113RD HEIGHT STRONG BACK AS REO'D PER GABLE BRACING i CHART U A,. GABLE END rc i MA SHEATHING O U '. FASTEN PER Q. m 777 PLAN, CONT. 20 (5) 0.131'x 3 NAILS NAILS BRACE TO BLOCKING GABLE END PROVIDE 2x4 BRACE O SHEATHING FASTEN TO EA. ADJ. DAG. PER PLAN FASTEN TO DAG.w/(2) 0.13113 NAILS. SPLICE AS REOD I SEE GABLE DETAIL GABLE L' BRACING, SIMPSON H10A DIAG.CONNECTION FOR REQ9 SEE CH SEE CHART FROM TO BLOCKING CONNECTIONS DETAIL GE02 20 ATTACHED TO EA 1 GABLE BRACING AT GABLE.4 BRACE RIDGE AND ® 43 WITH (2) 0.143 x 3 O.C. MAX. 45' FROM TRUSS PER PLAN NAILS HORIZONTAL (-/-10'). NO DIAGONAL BRACE TYPICAL TRUSS TO (1)A23 FROM IS REQUIRED FROM FRAME CONNECTION. STRONGBACKTO THE TRUSS HEEL TO SEE STANDARD DIAGONAL BRACING THE HIP JACK GIRDERLl CONNECTOR NOTES INTERSECTION, WALL PER PLAN (FRAME WALL SHOWN; MAY ALSO BE PROVIDE 2x BLOCKING MASONRY) FOR NAILING i PROVIDE BLOCKING 2.6 BETWEEN TRUSS BAYS 2.4 SYPY2 BLOCKING ® 48' O.C. FOR FIRST 3 BETWEEN TRUSSES 0.148'x 3 NAILS BAYS w/(2) 0.162x 3-10 @ 3 O.C. TOENAILS EA END STRONGBACK DETAIL Ep GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4'=1'40* I \_� 3/4'=1'4r I V / 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. ���q �y iLY YY Y;fiiY10 �•� � 4tf d � I ® C f Z fLLI F � :J J ,j • e N et4a® Q T�Ed 8 2 _j Q Q� !O W o w Z a§ t wgo < W LU 2 CO N C . OR Z Dy J F El (asf2 UJ m O 2 'G Z - 2ap r 0 1'- - xz W K W Yo d tAri~ • STRUCTURAL ENO: TH � - DP C.0 CIIECI(: CC O w AJB No. STAR-17130 rBCALE: AS INDICATED w 041E: 062123 ' =1 SD1 NOTE: PLATE LENGTHS MUST BE LEAST 8' -0" LONG.TYP. TOP SPLICE@ DOUBLE 2X4 TOP PLATE SIMPSON DTC,(2) ATTACH 2x4 STUDS TO TOP 0.131' x 2-12' NAILS pLATE W/ (3) 0.148x 3-I W INTO BLOCKING,(4) TOE -NAILS TYPICAL AT ALL TRUSS PER PLAN 0.131' x 2-12' NAILS TO Top PLATE LOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD PIPE OR DUCT IV (2)0.148"x 3' NAILS a 3'O.C. PENETRATION OF MORE WITHIN 48' OF SPLICE THEN THAN 50% OF TOP (2) ROWS 0.148'x 3' NAILS @ PLATE WIDTH INSTALL 8" O.C. OTHERWISE SIMPSON PSPN516Z W/ (12) 0.167x 312' NAILS TYP. TOP & BOT. ATTACH 2x4 STUDS (2) 0.14Sk3' NAILS @ 3" TO TOP PLATE W /T O.C. WITHIN 48" OF (3) 0.148k 3-I W / SPLICE THEN (2) ROWS TOE4IAILS TYPICAL 0.148k 3' NAILS @ S' AT ALL LOCATIONS O C. OTHERWISE 2x4 WALL BEYOND AGAINST 2XB STUDS p6� ATTACHED PER 41µ, (WF08s02) ATTACH 2x8 STUDS TO TOP PLATE W/(4)o148'x31/4' TOE -NAILS TYPICAL AT ALL LOCATION 2X4OCKING, BL 0 TYPICAL TOP PLATE SPLICE @ BRG. WALL @ 24.O.C.OW/(2)0.14r 3/4'=1'4T X 3-114" END NAILS @ EACH END. SEE ROOF SHEATHING, WALL SHEATHING PER PLAN NAIL PER PLAN PLAN DOUBLE TOP PLATE 2x WAIL, SEE PLAN N SP4 OR SP2 SIMPSON @ EACH STUD STD CONDITION @ FRAME WALL (1) 0.14r x3 NAILS PRE -ENGINEER ROOF TRUSS -SEE @ E A BLOCKING To FRAMING PLAN FOR PLATE SPACING EXTERIOR SHEATHING TRUSS PER PLAN TRUSS PER PLAN SEE PLAN FOR NAIL PER PLAN (2) 0.148" x 7 NAILS CONNECTION TO BOTTOM CHORD 2x BRG WALL, SEE @EACH END OF PLAN FOR STUD SIZE & BLOCKING SPACING. MIN (2) 2, 2x4 SYP 42 FLAT UNDER GIRDER TRUSS (2) 0.148' x 3' NAILS TO BLOCKING, @ 24- O.C. U.N.O. BOTTOM CHORD W (2) 0.148' x 31/4' END @EACH END OF NAILS @ EACH END. 2X BLOCKING BLOCKING SIMPSON LSTA21 EACH WALL SHEATHING PER PLAN STUD 2. WALL, SEE PLAN 2X BRG WALL, SEE PLAN FOR STUD SIZE & PREEN.. ROOF TRUSS PER PLAN SPACING. MIN (2) N ALT. BLOCKING @ FRAME CONDITION TRUSS SEE PLAN U.N.O. CONNECTIONR FO WALL CLIP DETAIL (750 MPH EXP. C MAX) F1 SECTION DOUBLE BEARING 3/4`=1'47' 3/4'=1'E' 2X CRIPPLES @ 1r O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE 'WHEN STUD LENGTH IS - 12' USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE&NAILED TO HEADER EA. SIDE W (11) 0.148'z3'NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0A48' x 31M' NAILS STAGGERED@17 O.C. EA FACE OR (3) ROWS 0.148' x 3.I W NAILS STAGGERED @ 17 O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REDID. IF W, SHEATHING CANT BE INSTALLED PER WF70/SD4) FILLING AND BLKING AS REG'D W/ (2) ROWS OF0.14rx37M'@16' O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WFWSD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND DOUBLE 2z4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2x4 ON TOP WALL OR PRE - ASSEMBLED WALL OF 2,8 TO PAD OUT TOP PANEL W/(2)D14rx3" PLATE. ATTACH W/(2) NAILS @ W O.C. 0.748'z 3" NAILS 3' O.C. (FOLLOW NAILING (SOLID BLOCK W 2X6) REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) M/y TOP SPLICE - DOUBLE 2XBTOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 0.131"x 2-12' NAILS @ 4" O.C. 7 MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO GE31/SD2 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO GE02 FOR GABLE WEB BRACING INFORMATION SEE O SD1 VALLEY TRUSSES BEHIND FOR BL BLOCK GABLE (IF PRESENT), SHALL INFORMATION BE CONNECTED TO COMMON ROOF TRUSSES PER TRUSS SUPPLIERS SPECIFICATIONS. VALLEY GABLE TRUSS PER PLAN. GABLE SHEATHING& NAILING PER PLAN. 2/6 SYP42 PLATE BEHIND VALLEY GABLE TRUSS. TO EA, COMMON ROOF TRUSS W/ (2) 0.162' X 312' NAILS @ SYP COMMON 24' O.C. MAX. ROOF TRUSSES ATTACH VALLEY CABLE PER PLAN. TRUSS TO EA. TRUSS BELOW ROOF SHEATHING & NAILING W/ (3) 0.767 x 312' NAILS PER PLAN. ffi BLOCKING W/ (3) 0.14r X _ 3111 TOE -NAILS EA. END VALLEY GABLE CONNECTION - 150C MAX. 7'=7'-0 OVERLAP TOP PLATE AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOWW (2) 0.148"x 3' NAILS TOP PLATE CORNER TRANSITION b FLOOR SYSTEM PER PLAN, NOT SHOVM THIS DETAIL FOR CLARITY. (2)-2x TOP PLATE PER PLAN. - NAIL SHEATHING W (2)- ROWS 0.131' x 2-12" NAILS & 3' O.C. SHEATHING TO HEADER W/ 0.131"x2-12" NAILS AT 3' O.C. HORIZONTALLY & VERTICALLY AT PORTAL FRAME. MIN (3)-2X JACK & (1)-2x KING STUD ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVP42 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WALL SEGMENT (DIMENSIONED THIS DETAIL SHALL BE INSTAL ED CONTINUOUS & (2}CS20 STRAP W 0.14rz3' NAILS ON INTERIOR FACE OF FREE FROM PLATE SPLICES OR DISCONTINUOUS WALL STRAP CONTINUOUS FROM COLUMN ABOVE TO FRAMING. JACK STUDS. MIN. 9' END LENGTHS. (2f2x BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. PORTAL FRAME SHEAR WALL 2'+r _____________________________________ ________ - DRILL THROUGH HEADERS FOR 11 THREADED i RODS. o 3.5' x 11.25' HEADER PER PLAN. MIN. (2)-2x4 SYP42 FULL HEIGHT KING ' (2)-LSTA36 OR (2)-CS20 STRAP W DA 48-X 3" STUDS Q REQUIRED R EACH HEADER NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. END WITHIN z SHEAR WALL 0 MIN. 7 END LENGTH OVER JACK STUD. (2)-2x W/ PLIES FASTENED PERIj BLOCKING BETWEEN STRAPS AND HEADER WF081SD2. k (3)-2x JACK STUDS �- MIN. 7/16' STRUCTURAL 1 SHEATHING, OR 15/37 EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO 3-12' x 3-12' ENGINEERED LUMBERJACK � COLUMNSUMNE z RLOCKED OVERHAND: W TO MAX 12- ROOF SHEATHING 2'4T OVERHANG NAILS TO SUB -FASCIA MID-HEIGHTOF FLOOR SYSTEM. SHEATH p 8 BLOCKING @ 3'O.C. SIMPSON HTT4 BASE WALL CONTINUOUS INTERIOR FACE PLATE FROM BOTTOM PLATE TO TOP PLATE. NAIL ON EACH SIDE _ ON EACH SIDE OF EACH � CONNECTORS W (18) ALL EDGES TO STUDS OR COLUMNS W THREADED ROD. < 0.162'x2-12' NAILS & Sir 0.131' x 2-12' NAILS @ 3' O.C. & 3' O.C. IN ROOF SHEATHING &NAILING THREADED ROD W MIN. 17 THE FIELD.10 ER STRUCTURAL COVER 2X4 SYP. 426U8-FASCIA EMBED BELOW CURB TO § A A " OTES. SHEATHING SHALL E CONTINUOUS FROM END 2x4 SYP. 42 BLOCKING @ 16' FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-7M' EDGE i (2)•2x BOTTOM PLATE. NAIL TO MIN. r BELOW TOP OF SPRED r F OVER TO MIN. 74T O.C. w/(3H 0.131'x3' DISTANCE FROM FACE OF SHEATHING W/(2)RON50.1d8'x3- FOOTING EHIND GABLE TRUSS. TOE -NAILS EA. END CONCRETE CURB NAILS @ 3- O.C. p DROPPED OAHLE. MAX Ir OVERHAND 2xd SYP. 42 OUTLOOKER 24' O.C. ® GABLE TRUSS PER PLAN MAX. (2)-2x BOTTOM PLATE. NAIL TO SHEATHING W/ (2) ROWS 0.148' x 3" NAILS @ 3' O.C. 1. (1)ANCHOR BOLT CENTER OF -.; SHEAR WALL TO FOUNDATION .• r PER DETAIL VUF07A ON NOTES & ; ��� �.A\ O m '• O DROPPED GABLE: >•�"TO MAX. i4=O.H.: ..; CONNECTOR LEGEND SHEET ,- 2x4 SYP. 42 OUTLOOKER @ 19.2- OC W1 TOP OF SPREAD FOOTING MIN. (2F2z4 SVPk2 FULL i (3)0.131'x3'TOE-NAILS FOUNDATION PER PLAN. (BELOW GRADE) HEIG KING STUDS REQUIRED EACH HEADER ENO M PLIES FASTENED 3/4" DIA F1554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. 51W DIA. SIMPSON HIGH STRENGTH THREADED ROD MAY BE SUBSTITUTED. PROVIDE NUT & 3'x5 72k12' PLATE WASHER ABOVE DOUBLE PER WFOBISD2. t 2'47 OVERHANG ROOF SHEATHING 8 2x4 SYP. R SUBFASCW RAILING PER STRUCTURAL RAI (2). H2.SA GABLE TRUSS TO TOP PLATE. NUTS SHALL BE SNUG TIGHTENED -2S TURN. COUPLERS WTH WITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE w X 3Irr ENGINEERED COVER NOTES. SHEATHING SWILL BE OUTLOOKER. THREADED ROD UTILIZED. EPDXY ANCHOR TO FOUNDATION MIN. V BELOW LUM312' USING EPDXY COLUMNS.ER JACK SECTION A -A CONTNUWS FROM END DROPPED TOP CHORD BUILDERSPREADMPSON DIA. (OR 6IB' CIA HIGH ST-XP T RDNA� LV USE A 3I4TING TRENGTH) ONE JACK O LIMN ONUIV EACH SIDE OF EACH U �7. OVERHANG TO MIN. � CAST -IN -PLACE THREADED ROD W 3k3'0.229' PLATE WASHER SANDWICHED THREADED ROD. O 7-0' BEHIND GABLE TRUSS. GABLE OVERHANGS GABLE TRUSS PER PLAN UP TO 24" BETWEEN TWO HEX NUTS, MIN 8" BELOW TOP OF SPREAD FOOTING SHEAR WALL DETAIL BETWEEN OPENINGS 72'=1'4P (2) ROM o.14r x 31M' NOTES: NAILS STAGGERED@ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 17 O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST W/ OF THE THICKNESS OF THE LAST LAMINATION (3) ROWS 0.14r X 31N' 3) FOR S-PLY, PROVIDE 1/4'DIA. x 5-72" LAG SCREWS OR EQUAL (SPACE AS SHOVN FOR 3-PLY) NAILS STAGGERED @ 4)TOLERANCES: ALL DIMENSION TO BE HELD WATHIN-I-1/4' 2-12' EDGE 170.C. FOR 2X70 OR 1' EDGE 1-72' EDGE GREATER HEADER 0.148" x 3' p 2-1? O z LSTA30HEADERTO w O 1-1Z w 2-1W STUDS U.N.O. (ONLY REQ'D. IF WALL (y SHEATHING CANT BE 0.148' x T NAILS INSTALLED PER WF70/SD4) 0.148'x 3'OPP. SIDE I i Z DOWNFRAME TO I I DOOR V H I I H I I a 11 m 1 0.148'X 3' NAILS 2X STUDS TYP. OPP. SIDE (2) 2x4's (2) M's (2) 2ffI, (2) 2x COLUMN ATTACH JAMB STUDS PER WFOS/SD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET OPENING SHEET ` P.T BASE PLATE SP4 @BASE OF EA STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN SEARNG WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WLL SUPERCEDE THE STANDARD CONNECTORS PTBASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SP4 @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. SCHEDULEFOR 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 @ HEADER TO STUD = 70DR 12'=1'-0' 4. CONTRACTOR TO NAIL IV KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDITL KINGS AS REDD. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property I TYPICAL BUILT-UP STUD COLUMN DETAIL 1 12'=1147' SEE GE01 FOR OUTLOOKER OR SHEATHING CANTILEVER 0.131"x 2-12' NAILS @ P O.C. CONY. FRAME OR VALLEY TRUSSES PER PLAN GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 0.167x 3-10 NAILS TO EA COMMON TRUSS GABLE TRUSS TO TOP PLATE W/SIMPSON HGA10 @ 4r O.C. MAIN SPAN ROOF TRUSS DOUBLE TOP PLATE UPLIFT CONNECTOR PER PLAN (SEE SCHEDULE) EXTERIOR BEARING WALL PER PLAN fGE05 Vt GABLE END AT VALLEY FRAMING CONN. TO WALL 11 / /P 3_74 If MHOONNTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, Ll OUTSIDE (2) 2x41 EDGE DISTANCE PER DETAIL 0.148'x3'NAILS O 2 O z - 7 H � m � a A - m O z U 0,48'%3'NAILS n I DPP. SIDE - ¢ DISTANCE PER DETAIL INSIDE PLY WILLS NAILED AT r CYC STAGGERED. OUTSIDENAILNAILEDATror- OUTSIDE2x'S (3+) 2x COLUMN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 02 SYP CONT. LEDGER OR TRUSS CHORDS. NAIL TO WALL FRAMING MEMBERS W/(2) 0.14Sk SAW NAILS @ 24- O.C. MAx IF MASONRY USE (2)1/4" TAPCONS OR EQUAL @ 24- O.C. W MIN.1-114' EMBEDMENT, MAINTAIN C END DISTANCE & r EDGE DISTANCE Lr TRUSS OR ROOF RAFTER WOODIMASONRY WALL OR TRUSS, SEE PLAN tf - LEDGER @ LOW ROOF 3/4"=l'-T C. Any use, duplication, or transfer of these documents Without the (2) 2X BUILT-UP COL. 2x BLOCKING W (2) 0.14Bk31M' NAILS @ EACH END - SIMPSONLSTA30M - (22) 0A4S5C.Y NAILS z (ALL CORNER a CONDITIONS STRAP AROUND TALLER STUD) y (2) 2x TOP PLATE (2) 2x TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO ATTACH 2x TO BUILT-UP M(2) ROWS OF 0.14Bk3" NAILS STAGGERED @8'O.C. VF1 STEP @ BEARING FRAME WALL 3/4-=v-(r i CONTRACTOR MAY ELECTTO BUCKET SHORT SPAN BEAM INTO VERTICALBLOCKING& 2X4 SYP 42 RIBBON. LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS RIBBONS ARE NOT NAILED TO EACH INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DE SIGNED M(3)OA31'fO NAILS TO SPAN THE 2.4 SYP 42 VERTICAL PT. POST (AS NOTED) OVERHANG DISTANCE, BLOCKING, NAILED TO ORIFT EDESIGN TRUSS OVERHANG W EXT. AS NOTED PLANS SPECIFY (3)0.131'x3'NAILS. i LAP BEAM PLVS AND NAIL ANOTHER METHOD OF AS SHOWN(5) 0.148'x37/P SUPPORT. REFER TO WINDSp®9139110IFft j NAILS PER PLY MANUFACTURER'S BLOCKING @ EVERY HTS2O CUP FROM SPECIFICATIONS & OTHER TRUSS (48" O.C. POST TO BEAM DESIGN PLANS. MAX) EXTERIOR BEAM AS NOTED MULTIPLE VERTICALS & -M`14G w808PFEDf170MPH: RIBBONS REQUIRED IF W BLOCKING ®EVERY PLAN VIEW @ TOP OF POST OVERHANG EXCEEDS 21 QF TRUSS (24" O.C. MAX) / PT POST (AS NOTED) TRUSS BRG & ! ABU POST BASE CORNICE PER =4+: - CONNECTIONS PER ! (AS NOTED)PLAN DESIGN SEE FOUNDATION PLAN SW THREADED ROD w/ PLANS. z " FOR ADDITIONAL INFO NUT SET IN ADHESIVE SOFFITS &OVERHANGS ! PER DESIGN PLANS. +h' MAX 17 MAX. FASTEN SOFFIT TO \ .�. ,I CORNICE, EXTERIOR i - SOFFIT OVERHANG WALL, AND RIBBONS j ii LENGTH PER PLAN PER DESIGN PLANS OR �•'- i MANUFACTURER'S WRITTEN SIDE VIEW bBASE OF POST SPECIFICATIONS. hW Il CORNER COLUMN FRAMING FO SOFFIT SUPPORT FOR OVERHANGS > 12" axpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ��►1Yi1i1�44 40 GS:• 4�/x,f v IL O) Y O+ A w C, ! s+ � . +i 1D N Z y C J m J0. 0 U =}a}o (�Ff aW0 rnrF- TH S SIRUCT: DP y aCHECK: CC 0 w JOB No. STAR-17134 FSCALE: AS INDICATED DATE: OSIM3 of SD2 OV 'SC. ROOF SHEATHING, +C� NGTH0FO FASTEN PER PLAN r O'V SOFFIT, ATTACHMENT, & REINFORCEMENT PER ARCHITECTURAL DESIGN PLANS. CORNICE PER 2. SCAB w/ 0.14&'x 3' ARCHITECTURAL NAILS @ 4" O.C. DESIGN PLANS. PER-ENG TRUSSES - _ PER PLAN TRUSS CONNECTION PER PLAN 2x FRAME WALL PER PLAN VA SEE ELEV. FOR O.H. S¢E CONDITION @ FRAME WALL 1 TYPICAL SCAB OVERHANG 3/4'=1'4T 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 0.148' x 3" 1 NAILS @ EACH END OW.) o_ 2.6 RAFTER TO 2.8 RIDGE rc BOARD W/ A35 ON ONE SIDE OF RAFTER. ATTACH A35ON ADO RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.SS SHEATHING (THICKNESS PER PLAN) TO PRE-ENG TRUSS BELOW W/ 1/4'x4-1? SIMPSON SDS SCREWS 26 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24" O.C. MAX. n FIELD FRAMED VALLEY DETAIL 1?=1'-0' SHEATHE ROOF PRIOR TO OVER FRAMING. 7 J� - 2X8 RIDGE BOARD - FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE{NG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 oR LSTA12 CONNECTORS ((5) 0.131' x 2-1? NAILS) @ EA. RAFTER TO PLATE CONN. 2X1 SYP N28LOCKING @ 48" O.C. MAX. WI (3) 0.1485.31/4' 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 W/ (6) 0.131'a2-12' NAILS - (MAX. ?VERTICAL GAP BETWEEN 12' LONG .-r--, 1„ BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 17 LONG @ HORIZONTAL BLOCKING LOCATION FOR CLIP ATTACHMENT. ATTACH TO WALLSINGLE TOP PLATE W / MIN. (4) 0.131"x 2-1? NAILS. SINGLE 2x TOP PLATE 11 F�2 NON -BEARING WALL (PARALLEL TRUSS) 2.4 N2 SYP CONT. W/ (2) 0.14SN31/4' NAILS @ EACH STUD 2x4 STUDS @ 1S' O.C. 10 GYP. BOARD SIMPSON H10A EACH DIAGONAL BRACE CS78 EA. STUD ABOVE TO STUD BELOW VY/ I V END LENGTHS & (19) 0.137"x2-1? NAILS 2x BOTTOM PLATE. ATTACH TO DOUBLE TOP PLATE Wf (2) Im'. ?SDS SCREWS @ 12' O.C., STAGGER ROWS 6' 2X BEARING WALL WITH ROOF LOAD REFER TO BEARING WALL SCHEDULE FOR STUD BASE CONNECTION 8 BOTTOM PLATE BRACING 915. 2 STORY FRAME WALL 1"=r47' / EXTERIOR WALL SHEATHING PER DETAIL WFIO/SD4 3W FLOOR SHEATHING ATTACHED PER 1, BOTTOM PLATE PER PLAN. FLOOR NAILING NOTES (2).0.131' x TRAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 24- O.C. MAX). 0.131- x 3 NAILS @ 4 O.C. & 7 FROM ENDS AND SPLICES; 2x BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM MIN.I-THICK OSB RIM BOARD. ATTO BOARD. EACH JOIST FLANGE W/ (1 } 0.131' x 2.1? NAIL. HGA10, CENTERED BETWEEN EA FLOOR JOIST, SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM PRE ENGINEERED AND SPACED NO MORE THAN 24" O.C. SCREW W/ �� f BOARD. (2} ROWS 0.131"x 2-10 NAILS @ 3' O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF10/SD4 FOR TRUSSES 024"O.C. (3}1/4'x 3"SDS SCREWS TO 2x PLATE -BLOCKING& iz' 1a\ ADDITIONAL INFORMATION. 12 MAX. PER PLAN (4)4W z 1-1? SDS SCREWS TO RIM BOARD. xat SEE ARCHS FOR ROOF / PER P WATERPROOFING AND PLATESLOCKM: BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER FINISH MIN. 214 SYP#2 PLATE -BLOCKING INSTALLED TIGHT 1 RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, TRUSS ANCHOR (SEE BETWEEN EA FLOOR JOIST. NAILED TO DOUBLE TOP j INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM PLAN) PLATE W/ 0.131' x TRAILS @ S" O.C. & 2' FROM EA. END. MATCHING SIZE AND SPECIES OF COLUMN ABOVE. ROOF SHEATHING 0.131' x 3' NAILS: RIM BOARD TO 2. PLATE -BLOCKING 6' ATTACHED PER NAILING SCHEDULE i O.C. & Z' FROM EA. END. & EA SPLICE. (2) 2z TOP PLATE O.H. IJOIST PER PLAN. DOUBLE A TOP PLATE PER PLAN. PER ELEV. 4 131"x 3" TOENAILS EA I -JOIST TO DOUBLE (� ALLOWABLE CAPACITIES (2) (2) 2x HEADER SEE 2x N25PF STUDS 18' 2x TOP PLATE. IJOISTS PER PLAN, BEARING ON / V"Lz = 150 MPH, EXP. C PLAN FOR MORE INFO O.C.,W EXT. SHEATHING DOUBLE 2, TOP PLATE. JASSEMBLY MAX. IN -PLANE SHEAR: 335 PLF & CONNECTIONS FROM TOP OF WALL TO BOTTOM OF TRUSS/ MAX. UPLIFT: BIB Plf GIRDER. ATTACH PER NAILING SCHEDULE FLOOR -TO -FLOOR CONNECTION (PERPENDICULAR I -JOISTS) WF70ASD4. IF WALL i 12"-1 -0' WINDOW SEE PLAN SHEATHING ISNT CONT. FOR LOCATION LSTAI 8 STRAPSFROM STUDS ARE TO REQ'D FROM FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST / EXTERIOR WALL SHEATHING PER DETAIL WF10/ SD4 2. BLOCKING .1 (2) 0.148" GIRDER BELOW ICFROM THE EXTERIOR STUD FACE.... 2x BOTTOM PLATE PER PLAN. x 31 M' TOE -NAILS EACH IF TRUSSES ARE ....OTHERWISE, ADD FLOOR -BLOCKING BETWEEN THE NEXT FLOOR J-,-,--ED MIN. 14' SIDE IF WALL SHEATHING IS STOPPED BELOW PARALLEL TO WALL, 2x4 @ 2B O.C. MAX, W/ (2} 0.131' z 3' TOE -NAILS 2 0.131'X 3'NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT ( } 2C O.C. MAX). ROOF LINE N2 SYP CONT. IVY (2) TO TOP & BOTTOM CHORDS EA. END. 3/4' FLOOR SHEATHING PER 2x BASE PLATE. 8' 0.148' x 37/4' NAILS AT (6} 0.131' z 2-7? NAILS: FLOOR FLOOR FRAMING NOTES. 0.131' %3' NAILS @ 4' O.C. d 7 FRgA ENDS AND SPLICES; X 31/I' @ 24' O.C. TO TO EACH STUD SHEATHING TO FA. PIECE OF ?K BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM . FLOOR SYSTEM BELOW ROOF SHEATHING ATTACHED FLOat6LOCKING. ` t f R } BOARD. PLYWOOD FLOORING PER NAILING SCHEDULE I P1.00RiACld/@ � \ MIN. 1418' THICK OSS RIM BOARD. NAILTOFLOOR-BLOCKING SEE FLOOR FRAMING 1-1W O.S.B. RIM BOARD OR IJOIST -' W/(1}0.737'X 2-1?NAIL TOP b BOTTOM. PLAN FOR MORE INFO FLOOR6LOCKING SPACED @ 2r O.C. MAX, , TTa\ MATCHING FLOOR DEPTH. NAIL BRUCE EXTERIOR WALL SHEATHING AT CENTER OF RIM ` FLOOR -BLOCKING TO TOP & BOTTOM CHORD . L BOARD. (2). ROWS 0.131' x 2-7? NAILS @ TO C. ABOVE I \ OF JOIST Wtl(2).0.131"x WTOEJUILS. AND BELOWSPLICE. REFER TO DETAIL WFIW SDFOR SEE PLAN FOR FLOOR I �� I ADDITIONAL INFORMATION. SYSTEM DIRECTION HGAI O, CENTERED BETWEEN EA. PIECE OF I 8 MORE INFO FLOOR6LOCKING, AND SPACED NO MORE THAN ), 8 LOW BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER L _ _ _ _ _ _ 24'O.C. SCREWWr(3} 1hr X 3- SDS SCREWS TO ..a RDCENUFACTURER'S WRITTEN SPECIFICATIONS, 2x PLATE -BLOCKING 8 (1} 1/4 z 1-i?SDS SCREWS a as INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM FLOOR EA M SEE TO RIM BOARD. a �;..... MATCHING SIZE AND SPECIES OF COLUMN ABOVE. PLAN FOR CONNECTION FLOOR JOIST OR PER PLAN. " 0.131' %3' NAILS: RIM BOARD TO 2x PLATE-SLOCKING @ 6' TRUSSES ARE PERP. SEE TRUSS LAYOUT (4} 0.131' X 3" TOE -NAILS EA. PIECE OF O.C. & 2' FROM EA. END. & EA. SPLICE. TO T O WALL. INSTAL 2x48LOCKING FOR TRUSS LOCATION IX FLO.BLOCKING TO DOUBLE 21 TOP PLATE. DOUBLE 2x TOP PLATE PER PLAN. W/(2)0.148"x31/4"TOE-NAILSEA. & CONNECTION INFO ALLOWABLE CAPACITIES (LDF=1.8): END AND (2)0.148' x 31W NAILS MIN. 2x45VPk2 PLATE-SLOCKING INSTALLED TIGHT BETWEEN _/ v=150MPH,EXP.CTO EA. STUD. EA. PIECE OF FLOOR -BLOCKING. NAILED TO DOUBLE TOP PLATE §SEMBLY X. IN -PLANE SHEAR: 335 PLF W/0.131'x 3'NAILS @ e' O.C. & 7 FROM EA. END. X. UPLIFT: 648 PLF ryyri5� TYPICAL CONNECTION GIRDER OR BEAM $2 FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) 1 72'=1'4r w4-vo, TRUSSES AT 24'O.C. TYP. NON -LOAD BEARING WALL PER SIMPSON DTC @ 48' PLAN. STUDS @ 24- O.C. ATTACH WN (6) O.C. MAX STUD 0.131'z 2-1/I NAILS SPACING TO BE (MAX 1 W VERTICAL REDUCED DOWN TO GAP BETWEEN 17 Is-D.C. MAX.@ LONG BLOCK TRUS: LOCATIONS CARRYING BOTTOM CHORDI LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACIN SHELVING. TO 24'O.C. FOR WALLS CARRYING HOLD TOP OF LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAVY WALL DOWN I-1? SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12" LO CHORD. @TRUSS LOCATION FOR CLIP ATTACHMEI W 48" O.C. ATTACH Tf WALL SINGLE TOP PLATE W / MIN. (4) 0.131'. 2-112" NAILS. SINGLE Zx TOP PLATE V 2X4 BLOCKING WI (2) 2nd STORY WALL 0.1621131? NAILS @ BOTTOM PLATE EA END. BLOCK ATTACH PER NAILING ADJACENT BAYS @ SCHEDULE EACH DIAGONAL BRACE AS SHOWN. • FASTEN ROOF SHEATHING TO 2x BLOCKINGW/ 0.131N2-12' NAILS @ e" O.C. (5) 0.162'x3-1/2' NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x/ SVP N2 CONT. BRACE W/(2) 0.162'x31? NAILS EACH DIAGONAL BRACE. O.S.B. TO OVERLAP TRUSSES PER PLAN BOTTOM PLATE 1-114' (MIN.) 2x LEDGER TO UPPER 2X4 SVP 02 DIAGONAL FLOOR WALL WI BRACE @ 49' O.C. MAX. 1/4'x3-1? SIMPSON 45" FROM SDS SCREW @ Is- O.C. HORIZONTAL BRACE (2) 2.4 TOP PLATE NOT REQUIRED B' FROM EAVES. ALL BROW FRAMING SHALL BE MIN. ZX4 SYP N2, RP P.T. IF IN CONTACT WITH LEDGER MASONRY&SPACED CONNECTION PER NOT MORE THAN 24' 0.1 BELOW, SLOPE CUT ROOF SHEATHING AS REQUIRED AND NAILING PER SEE PLAN FOR PLAN WALL TYPE AND MIN. 2X4 SUB FASCIA, SPECIFICATIONS SLOPE CUT AS REQUIRED. " FASCIA PER DESIGN FASTEN EACH see u. a rvrl MEMBER, EACH ADDTIONAL INFORMATION END, WI (3) 0.148Y8 NOT SHOWN THIS DETAIL TOENAILS MAX. 1'-0' MIN. (5) 0.148W NAILS LEDGER TO WALL 0ONNECr10N AT EACH WSTM tJED LEDGER MEiBEt IDMU: MIN. (2)1W TAPCONS W/ IAW EMBEDMENT INTO CMU @ 19' O.C., 1' EDGE & 4' END DISTANCE FRAME: MIN. (2) lW SDS SCREWS 1W 1-112' EMBEDMENT @ le' O.C., V EDGE & 4' END DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS D2 BROW FRAMING DETAIL MAX. V-D" O.H. I i?=1'9 2x RAFTERS SEE - SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION SIMPSON LSTA18IF USED IN LIEU OF COLLAR TIE 2x COLLAR TIE (MATCH TO RAFTER SIZE) LOCATED IN UPPER 3RD OF ATTIC SPACE ATTACHED TO RAFTER Wk (4)0.131" x 3' NAILS. NOTE: SIMPSON LSTA18 CENTERED AT ROOF PEAK( WRAPPED OVER RAFTERS & FASTEN WI (7) 0.148' x 2-1? 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'=/'-0" k24;SEE SYP FOR CONVENTIONAL FRAME USE SIMPSON LEDGER FORRU28Z W/(9) 0.14S'x3' NAILS OR FOR CONVENTIONALRE-ENGINEERRED TRUSS USE SIMPSON FRAME AND MIN 2z8GA10 USING (8}1/4111-1? SOS SCREWS SVP k2 FOR SHEATHING PER PLAN PRE{NGINEERED TRUSS. ATTACH TO MIN. ZC6ER SYP 02 STUDS 1/4/(2)1/4'x I 2zESYP RAFTERS 21 4-1? SIMPSON SDS SCREWS@18'O.C. 02 PRE-ENGINEERED GI ROOF TRUSSES @ MAX.; TO GABLE END 24' O.C. MAK STUDS W/(2)� (5)0.148-XT NAILS FOR 1M' z 31? SIMPSON CONV. FRAMED SDS SCREWS 16' MEMBERS ONLY O.C. MAX.; TO FASCIA PER MASONRY W/2z6 P.T. COMMUNITY N2 LEDGER W/(2) 1l4' z 31/4' TAPCONS SPECS ® 12' O.C. 4'4r MAX. 4 SYP N2 EOR E SIMPSON LUS24 V1# RE -ENGINEERED ROOF TRUSSES DESIGNED EXT. WALL/TRUSS (6)0.148z 1-1?NAILS FOR SHINGLE ONLY MIN. 2x8 SYP TYP. NON -LOAD BEARING WALL PER PLAN. STUDS @ 24' O.C. MAX STUD SPACING TO BE REDUCED DOWN TO Is- O.C. MAX. LOCATIONS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING. �- 2x4 SW #2 LEDGER. ATTACH TO STUDS OR HOLD TOP OF BEAM VI 12)1/4' x 4-1? SIMPSON SDS SCREWS NON -LOAD BEARING @ 16' O.C. MAX.; TO GABLE END STUDS W/ (2) WALL DOWN 1-10 I W x 31? SIMPSON SDS SCREWS @ 16' O.0 BELOW BOTTOM OF MAX.; TO MASONRY WN 2x4 P.T. SYP 02 LEDGER TRUSS BOTTOM CHORD. W/1/4"x31/4'TAPCONS@ 12'O.C. �� /JDo�� \ TYPICAL SHED ROOF DETAIL _ PLYWOOD CRICKET 2" RAKE W/FLASHING DOWN TO ROOF BELOW & FACIA OVER TOP (2)LAY RSOF 1- THICK GYP. SHAFT LINER PANELS, UP TO UNDER SIDE OF SHEATHING NO SIDING UNDER FACIA IN THIS AREA, JUST EXPOSED FLASHING CRICKET DETAIL 3l4'=V-0' NOT USED (Ceiling Atfaehad lo Raftere) Live Load = 20pef, Dead Load = 20paf, USLL= 240. Flexbb Finsh Iintl,Minv Gxxa m Mard1 SYP#2 RAFTER SPANS SPACING (in.) 2X4 (rt,n.) 2.6 IMnJ 2X8 (RtinJ 200 (ft-in.) 2x12 (ftin.) 12 9-0 136 17-1 203 23-10 16 79 11-8 149 176 20-8 19.2 7-1 1" 136 16-0 18-10 24 64 96 j 12-1 144 16-10 NOTES: 1) Span shall be measured along the Mrizonfal projecCon of the rafter. 2) Rafter overhanpa shall not exmed die bsseraf il3 of the rafter span or 2 feet CEIU NG JOIST SPANS SCHEDULE (UHrhabihble Add- Wrthout Storage) Live Load = Iopa/, Dead Load = Spat, UkL = 240, Flexble Finish flneludino Gvoewn board) SYP#2 CEILING JOIST SPANS SPACING (in.) 2x4 (Rin.) 2.6 (ftin.) 2c8 (fl-in.) 2.10 (fl-in.) 12 IIAO 18-8 247 20-6 16 109 16-11 21-7 25-7 192 10-2 15-7 196 23-5 24 93 13-11 1 17-7 20A1 NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. p ROOF SHEATHING & NAILING PER ROOF NOTES. ¢ I ROOF TRUSSES PER PLAN. t1\ U.N.O.ON FRAMING PLAN: (2)-4 S SIMPSON SDWCIS800 SCREWS EA. n TRUSS TO TOP PLATE. REFER TO r --�� DETAIL 5/SDWC. I FUO MIN�1? GYPSUM WALLBOARD O i1 OVERHANG & CORNICE PER DESIGN CEILING PER - PLANS. p FBCR702.3. 2x SYP#2 SUBFASCIA WI (3)-0A31' x CEILING IS NOT 3' END NAILS TO EA TRUSS (U.N.O.) DESIGNED AS DIAPHRAGM. DOUBLE 2x TOP PLATE. REFERTODETAIL WF07/SD2. (3)-0.131"x 3' TOE OR END NAILS. O EA STUD TO TOP PLATE. (1}6'SIMPSON SDWCt� MSCREW, x INSTALLED TO THE INTERIOR NARROW FACE 9 PER 13/SOWC; EA. STUD TO TOP PLATE. W EXT. WALL SHEATHING PER DETAIL WF10/ SD4 E U MID -HEIGHT 2x BLOCKING, MATCHING SIZE & i SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131"x 3" TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER Caxi FRAMING PLAN. SIZE PER DESIGN PLANS.10 m MIN. IrZ GYPSUM WALLBOARD PER p FBCR7023. h rc 3/4' FLOOR SHEATHING PER FLOOR a FRAMING NOTES. ' (3)- 0.131' x T TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. N FLOOR TRUSSES OR JOISTS PER y / - FRAMING PLAN. as f REFER TO DETAILS WS20 AND 0. 1a\ DRAFTSTOPPING 11 WS21 ON THIS SHEET FOR O FLOOR -TO -FLOOR CONNECTION WHERE � REQUIRED PER INFORMATION. O 1 FBCR 302.12 fIYYKH Plx -- DOUBLE N TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131" x 3' TOE OR END NAILS, V EA STUD TO TOP PLATE. a MIN. 12' GYPSUM WALLBOARD CEILING PER 0 FBCR302.13. EXCEPT WHERE SR' TYPE X U GYPSUM WALLBOARD IS REQUIRED PER FBC-R 2.6. CEILING IS NOT DESIGNED AS A DIAPHRAGM. w EXT. WALL SHEATHING PER DETAIL WF10/ SD4 n f MID -HEIGHT 2, BLOCKING, MATCHING SIZE & O SPECIES OF STUDS. NAILED BETWEEN STUDS O W/(3).0.131'x TTOE OR END NAILS. j � 9 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. F MIN. 112' GYPSUM WALLBOARD PER FBCR702.3. m (2)-4-10 SIMPSON SDWC15450SCREWS, 0 INSTALLED PER DETAIL 101 SDWC: EA. STUD TO BOTTOM PLATE. w (3)- 0.131"x r TOE OR END NAILS; EA. STUD TO p BOTTOM PLATE. w 2x P.T. BOTTOM PLATE, o ATTACHEDTO T FOUNDATION PER DETAIL V11107AI NOTES & CONNECTOR LEGENDS O SHEET U.N.O. FOUNDATION PER PLAN. CAPACITIES (LDF =1.8): 192 PLF - ASSEMBLY ALLOWABLE MAX. IN -PLANE SHEAR: MAX. UPLIFT: 442 PLF w TWO STORY EXTERIOR WALL-1 JOIST SO TYPICAL 3/4'=7'47' olliIiiiii'o W fO 0. aq If 1 J LLI ti J f j o W W F G / QY ppq \ SW W („Lj F- ,uI z tK UJI rn ,+ CO C4 C #� 01 Z r oN El J m J'o xaz - �a}3 - X F 0 d' rW yO y'tF • ENO: TH 0 o' QECI(: CC w JOB No. STAR-11134 i s(WLE: AS INDICATED w DATE: 062I23 SD3 'tf f� � 4t:i.&�an• asyQ�'� 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. WINDOW JACK STUD COLUMN PER PLAN. MIN. (2)-b SYP42 STUDS EACH. COLUMN, OR JACK& KING STUDS PER PLAN. UPSET HEADER (1). 41? SIMPSON SDWC SCREW INTO NARROW MIN. (4} 2x STUDS. FACE EACH INTERIOR STUD (SIMILAR TO (1). 6" SIMPSON SDWC SCREW INTO NARROW �- -� FACE OF EACH STUD (SIMILAR TO DETAIL (7}8' SIMPSON SOWC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL DETEIOF ) (TWO V SCREWS TOTAL) tySDWC)O 40 SCREWS TOTAL). 13ISDWC)(TWO SCREWS TOTAL). (2}0.1?SIMPSON SDWC SCREWS INTO WADE - (2}41/7 SIMPSON SDWC SCREWS INTO WIDE HOLD CRIPPLE STUD BELOW SILL PLATE SHORT FACE (PER DETAIL 10/SDWC) FACE (PER DETAIL 10/SDWC) TO ALLOW PROPER INSTALLATION OF SDWF 1' MAX. 1" MAX. SCREW. NAIL TO JACK STUDS W/ MIN.(4}0.131" 1. MAX 1' MAX x 3' NAILS. / FLOOR SYSTEM PER PLAN. I FLOOR SYSTEM PER PLAN. Y 1 (3} SIMPSON SDWF2724-TUW SCREWS: ONE ON SQUASH BLOCKING WITHIN FLOOR SYSTEM \ / x1 EACH SIDE OF COLUMN W/! MAX. P FROM EDGE OF WASHER TO COLUMN, AND ONE CENTERED BETWEEN COLUMNS. .( \ / W` (2} SIMPSON SDWF27244UW SCREWS EACH SIDE OF COLUMN W/ MAX. 1"FROM EDGE OF WASHER TO COLUMN. MATCHING SIZE 8 SPECIES OF COLUMN ABOVE. I, ^ SQUASH BLOCKING WITHIN FLOOR SYSTEM 1 �TOP OF PLATE / MATCHING SIZE & SPECIES OF COLUMN ABOVE. I /I PERPLAN OPPLATE 1 I Y PER PLgry 2x 2ND FLOOR STI SEE PLAN FOR MC INFORMATION � DOUBLE 2x TOP PLATE PER PLAN. I' DOUBLE 2x TOP PLATE PER PLAN. j� I - MIN. (2}2x SYPA2 STUDS MATCHING SIZE OF 11 I (2} 6' SIMPSON SDWC SCREWS INTO NARROW HEADER PER PLAN. (4). S" SIMPSON SDWC SCREWS INTO INTERIOR COLUMN ABOVE, CENTERED BELOW JACK STUD FACE OF STUD COLUMNS (SIMILAR TO DETAIL 1` FACE OF HEADER (SIMILAR TO DETAIL COLUMN. . � 1ySDVrC)(45CREWS TOTAL. 1 72' O C. I2'O.C.SCENTERED SEE FLOOR FRAM � TVP. UNDER COLUMN ABOVE FOR OR UPLIFT CONN. CAPACITIES: S STEM WFO. (2)SDWC75600: 900A/COLN. SOWF2n,,, 141BNCOLN. COLUMN TO HEADER CONNECTION ACROSS FLOOR SIMPSONMSTC40 FLOOR STUDS TO FLOOR STUDS WD 0.148"X 3-1 W SINK COLUMN, OR JACK& KING STUDS PER PLAN. COLUMN, OR JACKS KING STUDS PER PLAN. DOWNSET HEADER MIN. (4).2. STUDS. (1). 41? SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO MIN. (4} 2x STUDS. (1). 41? SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO (2) 2. TOP PLATE (2}41/7 SIMPSON SUW/C SCREWS INTO WIDE DETAIL iySDWC)(1WO SCREWS TOTAL) (2}41? SIMPSON SDWC SCREWS INTO WIDE DETAIL I3/SDWC)(TWO SCREWS TOTAL) FACE (PER DETAIL 101SDWC) _ `l (2} 41? SIMPSON SOWC SCREWS INTO WOE FACE (PER DETAIL 10/SOWC) - SCREWS INTO MADE (2}41?R SDWC S 2z iST FLOOR STi SEE PLAN FOR Mi 1' MAX. ( 1' MAX FACE (PER DETAIL 10/SDWC) ���� 1" MAX 1" MAX. DETAIL 0/SD FACE (PER DETAIL INFORMATION FLOOR SYSTEM PER PLAN. I / (2). SIMPSON SDWFZ724-TUW SCREWS EACH `( \ SIDE OF COLUMNWIIMAX. 1-111OM ED(3EOF SQUASH BLOCKING WITHIN FLOOR SYSTEM / K�I WASHER TO COLUMN. MATCHING SIZE 8 SPECIES OF COLUMN ABOVE. TOP OF PLATE / Y PER PLAN DOUBLE 2x TOP PLATE PER PLAN. (I} 6- SIMPSON SDWC SCREW INTO WADE FACE (i} 6- SIMPSON SDWC SCREW INTO WADE FACE (PER DETAIL IUSOWC) OR NARROW FACE (PER ` ` (PER DETAIL 10'SDWC) OR NARROW FACE (PER DETAIL 1y5DWC). IYJ DETAIL IXSDWC). _ COLUMN PER PLAN, ALIGNED WITH COLUMN (ly T SIMPSON SDWC SCREW INTO NARROW ABOVE. MIN. (4). 2, STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 1 WSDWC) (2 SCREWS TOTAL). UPLIFT CON ES: SO COLUMN TO COLUMN CONNECTION ACROSS FLOOR 0. 180, (4)SDWC15600: 1800p - 1.=1'4T (e)SDVVC15450: 197M DWF2724: 2" 3" 1-1? E A 3 k O E OPENING PER PLAN. E ........... ....... FLOOR SYS E A E OPENING PER PLAN, E D E � B FULL PANELS WHERE PANELCUTTOFIT PERMITTED BV OPENING SIZE BUILDING LAYOUT. 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN. 1w2' EXPOSURE OR 711 S• STRUCTURAL I& EXPOSURE i RATED SHEATHING. EXTERIOR WALL SHEATHING CAN BE INSTALLED EITHER VERTICALLYOR HORIZONTALLY. REFER TO CLADDING MANUFACTURERS WRITTEN SPECIFICATIONS AND/OR CODE REGULATIONS FOR MINIMUM REQUIREMENTS 2. I1W MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END JOINTS. 1/8• MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTION: 10 GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1-116" THICK WOOD STRUCTURAL PANEL (O.S.B.) RIM BOARD. 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEATHING PANEL SHALL BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE FASTENERS AROUND THE PERIMETER OF SHEATHING ARE OVERDRIVEN, CONTACT THE E.D.R. FOR ADDITIONAL REVIEW AND EVALUATION. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR-101C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTIONS ARE REQUIRED WHEN SPECIFIED ON FRAMING PLAN($)AND/OR FRAMING DETAILS. DOUBLE TOPA EXTERIOR WALL SHEATHING SHALL EXTEND PLATE PER PLAN TO THE TOP OF THE DOUBLE TOP PLATE. NAIL EXT. WALL SHEATHING TO DOUBLE 70P PLATE W/ f2} ROWS 0./3/"z 2-7? 3' O.C. /r ' I 3E W1(2 STAGGERED 1" 14A 3W -12 3W / / 1-1? STAGGER i / , /iii//// EXTERIOR WALL Z SHEATHING z TYP. NAILING AT DOUBLE TOP PLATE 6 FLOOR SYSTEM PER PLAN. / 1 i (2} SIMPSON SDWF2724-TL W SCREWS EACH PLA NDATION PEF SQUASH BLOCKING WITHIN FLOOR SYSTEM \ / K�1 SIDE OF COLUMN W// MAX. 1' FROM EDGE OF WASHER TO COLUMN. PLAN MATCHING SIZE & SPECIES OF COLUMN ABOVE. 1 TOP OF PLATE PER PLAN DOUBLE 2K TOP PLATE PER PLAN. MWE I' (4}6" SIMPSON SDWC SCREWS INTO NARROW MIN. (42x SYPA2 CRIPPLE STUDS MATCHING } FACE OF CRIPPLE STUDS AT TOP 8 BOTTOM SIZE OF COLUMN ABOVE, CENTERED BELOW (SIMILAR TO DETAIL I31SDWC). COLUMN. CRIPPLE LENGTH TO BE B"MIN. HEADER PER PLAN. SIMSPON MSTC402ND Kj FLOOR STUDS TO 1ST O FLOOR STUDS WITH(32) g 0.148"X 3-114" SINKERS f Z ATTACH 2z STUDS W7 (3) 2. STUDS (2) 0.162"X 3.1? NAILS @ 8" O.C. CALJFDRNIA CORNER B-B ! `, SIMSPON MSTC402ND C-) O CID FLOOR STUDS TO 1 ST -� a.. U ® �nCqC�,It FLOOR STUDS WITH (32) _ ® ` , Qi m _ 0.148"X 3-1W SINKERS BUILT COL COLUMN PER ! � # NAILING SCHEDULE %1 i ATTACH 2, STUDS W/ (2) 0.162"X 3-1? NAILS ® r•J (4) 2x STUDS 6" O.C. �'�? ¢-� �� yei @ STANDARD CORNL3i Ba '� •+0®®�' ®� a% ALTERNATIVE STRAP: (2)-CSWT COIL STRAPS COLUMN TO (4) 2x STUDS COLUMN WA MIN. TEND LENGTHS & O Z 1} (14}0.131"x2.12"NAILS EACH END IO $ : i PROVIDE SOLID BLOCKING WITHIN Z m FLOOR SYSTEM. O 0 H A ALL m O Q -ARFHTT4W15Ai ATTAG 2x STUDS W T THREAD ROD, T MIN. Q F STUDS ROWS )1EMBED. W/ SIMPSON 'z 7X3? O w NAILS 6-O.C. DAUFORNIA CORNER" ATTACH � ATTACH COLUMN W/ CHCO U N (18) 0.148" X 2-1? NAILS r w v_ O F HTT4 VV/ SAL' ALL Z � THREAD ROD, 7" MIN. O Z EMBED.W/SIMPSON . O 13) 2. BUILT UP STUD SET EPDXY OR EQ. p Z COLUMN ATTACH PER ATTACH COLUMN W/ WFOB/SD2 (18) 0.148" X 2-1? NAILS w ATTACH 2K TO BUILT i a U UP STUD COLUMN W/ = W (2) ROWS OF 0.162-X W O 3-10 NAILS @ 6" O.C. I U STANDARD CORNER A,A 5 COLUMN TO HEADER CONNECTION ACROSS FLOOR UPLIFT CONN, CAPACITIES: (4)s.l.: 18 2-STORY CORNER FRAMING ATTACHMENT -FRAME (6)SDYrC15450: 197ON 3/4•=l'-0" 2 DWF2724: 2832E (t� % 0 JOIST MAIN SPECS () x -? NAIL WALL SHEATHING �3/6' % // " 31T NAIL EXT. WALL SHEATHING PER PLAN U /41 PANELS TO RIM BOARD / �� ///.i / �' ; SHEATHINGAT VERTICAL 2x STUDS, SEE ATTACH PER NAILING SCHEDULE p W/ ROWS 0.131'X (2} NAIL SHEATHING :/ / \ \ PANEL JOINTS EDGE FRAMING PLAN FOR NOTE: i i/ 2-1?NAILS�3'O.C. STAGGERED 1-1?. / /, ti TO EACH '% i ` // U `�\� \� ♦ I'IAIUNG�NN 0.131"z 24r2 NAILS @ 6 O.C. SPACING AND GRADE AND SEE ARCH PLAN 2x BOTTOM PLATE W/ (1) SIMPSON SOWC W�ry30R MORE WIPDOWSARE INAROW (ONLY JAMB STUDS BETWEEN y /• ,1!',f MAINTAIN MIN. y4' FROM //. - / / /O INTERMEDIATE STUD THE O \� \ \ MAINTAIN y8' TO EDGE TO VERIFY SIZE 15600 SCREW 6 O.C. WINDOWS)CENTER WINDOWS MUST HAVE LS'TA30 STRAPS TOP MID > p p / EDGE OF PANEL. / / CIN \,� ti \\ OF PANEL, STAGGER g 6' FROM ENDS AND �TTOM AND EACH SIDE OF OPENING W/ P39 CLIPS TO TRANSFER a E /,i / i / • • / i • % / .4 %IELDT 2 /? NAILS O \ %\\ \ NAILING ON EACH SIDE 3M"FLOOR SHEATHING SPLICES. SCREW TO BE LATERAL LOADS - K F- U -A Y" -4 gip^ �/ ' 1? / 6 0 C AT 17 / OF PANEL JOINT. ATTACHED PER FLOOR NAILING NOTES INSTALLED TO CENTER SIMPSON STA24 S L SOLID SHEATHING � O /mil/3s�3" O'C; \ \� OF RIM BOARD BELOW STRAP W/(22X7.14RA HEADER V L SHEATHING SPLICE AT THE MID OF RIM - MAINTAINIG8" GAP of 3'NAILS. BEND STRAP SIMPSON SP4W/(6) p -HEIGHT BOARD. MAINTAIN 1? GAP / / / / // \.� BETWEEN PANELS RIM BOARD BLOCKING I�,3 OVER TOP PLATE MAX 0.148" xi-12' 24" O.C. 2O-.-7 , j/r,� BETWEEN PANELS. %%�J/%/ /// -/ %/// / /i%///\.\.\\ \\�\\' MIN. 2KSTUDCENTERED 24' O.C. MAX. A T. THEN RUNDOWN "�!? (USE SP6@216 STUDS N D 5 J/:�/-- ///////// ////// \ VERTICAL PANEL ATTACH TO DOUBLE dj FACE OF JAMB 85P8@2z8 STUDS) A EXTERIOR WALL / // / / / /i �\\\`; ON TOP PLATE USING (1) ; STUDSMEADER. A.""'4, /U//•'/ SHEATHING //J////J//Jl'/// iiji/�/;J/ /// \\ \.\\ JOINT. SIMPSON A34 ` (ONLY REQ'D IF WALL }` ; (2)2x SPP TOP PLATE O Z • EXTERIOR WALL SHEATHING IJOIST @24'D.D. RIM BOARD PER TRUSS MANUFACTURER. SHEATHING CANT BE INSTALLED AS U.N.O.ON PLAN - HEADER -SEE 2ND G TYP. PANEL SPLICE AT WSP RIM BOARD TYP. VERTICAL EDGE & FIELD NAILING (MAX) _ ATTACH TO EACH JOIST INDICATED) FLOOR PLAN FOR MIN, G C D ATTACH RIM BOARD TO BEAM FFLAN FLANGE W/(i)0.131'x EXTERIOR SHEATHING r / HEADER SIZE &REGT) BELOW USING (1) SIMPSON NAIL FROM TOP OF WALL -' JAMB STUDS A35 76" O.C. MAX 8 6" FROM (1) ROW 0.131' x 2-1? TO BOTTOM OF FLOOR ` t- /� �;• •--�. t_-•�\,4f., \. �, it.\`ti\\•,\\.'�\\ \ '..•///'// ENDS NAILS NG TO WALL SHEATHING TO SYSTEM (RIBBON/ BEAM) ATTACHED PER \ , F •//�•;' -'='Y •\\`;\\ \ • \ \\ /l //% (! \tY\ `•,\\ `\\ BEAM OR FLOOR NOTE: REFER TO GIRDER PER PLAN RIMBCARD 2ROWS0131" 21 NAILING SCHEDULE IF SHEATHING CAN NOT IF HEADER IS UPSET w U NAIL EXT. WALL SHEATHING TO HEADER W/ 0.131' x 2-1/7 NAILS @ 6" O.C. TOP & BOTTOM MAINTAINING 3hf 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 2-1? NAILS @ W O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS V 0.131' x 2.1? NAILS @ TOP & BOTTOM, & THEN 6. D.C. i EXTERIOR WALL / / ' / NAIL EXT. WALL SHEATHING TO SILL PLATE W/ v SHEATHING 0.131'x2-1?NAILS @60.C. // // / ////J//1/J/J // / // i• x\.\\\ \� \ \ \ \\ A• / /-� EXT. WALL SHEATHING TOCRIPPLE RAMING THEN1-x2-1?NAILSL TOP& O BOTTOMS THEN. AT VERTICAL PANELEDGESJOINTS. I 1 ' O.C. IN THE FIELD. AT VERTICAL PANEL JOINT9, .• • ,•, i REFER TO DETAIL (D} 1 y�..,c�,•' J , NAIL EXT WALL PER PL4 PLATE / \\'\ '�' l \ A/ �- • / i SHEATHING TO 2x 3' O.C. / / / tititi BOTTOM PLATE W/ MAINTAIN IM"GAP / •`\\•\:\d,\ •: • • -f • '•'/•' FOUNDATION PER PLAN. 0.131"X 2-1? NAILS BETWEEN SHEATHING @ W O.C. MAINTAIN AND FOUNDATION OR 3/4"TO PANEL EDGE. MASONRY. TYP. EXTERIOR SHEATHING DETAIL (2-STORY) TYP. NAILING AT BOTTOM PLATE / �TYPSHEATHING & NAILING AT OPENINGS 1rz"=r4r 1-12'=r-0' 1-In°=r4)" 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 @ 3" O.C. WALL REQUIREMENTS SHEATHING TO BE INSTALLED AS INDICATED, AND WANDOW IS a LOWER: (1) 2x SILL PLATE (2) x 3" O BOTTOM OF BEAM CONTRACTOR TO EXT. TOE -NAILS. EXT. IL INSTALL LSTA24& KUJ HEADER OPENINGS a S1 PARALLEL TRUSS TO DROPPED BEAM LSTA30 AS oWA4 LESS THAN 4FT:(i) a 9 3/4°=1'-0" SILL PLATE W/(2) D (2) 2x SILL AT WINDOW 0.148' x T TOE -NAILS. 1. W/ 21 CRIPPLE STUDS OPENING LARGER 9 AT EA. END NAILED TO STUD PACK W/0.148-x THAN 4FT: (2) 2x SILL PLATEWIA35CLIPS i 3' NAILS @ T D.C.EACH SIDE W/2x THEN STUDS @ Is- CRIPPLES 76" O.C. O.C. ATTACH SILL WO t' W/ (2) 0.148' x 3' 12) 0.148' x 3' TOE -NAILS AT EA. END TOE -NAILS T&S i (PLYWOOD SHEATHING OF SILL (MAX OPEN G REO'D T&B) -0 WIDTH 4'"). USE A35 H CLIP AT EA. END FOR o OPENINGS GREATER F THAN 4' BUT LESS THAN Ir \� /.'• h i / O SIMPSON LSTA30 w STRAP CENTERED BETWEEN COLUMN & GIRDER/BEAM BELOW H W/(22)0.148"X3' SEE FRAMING PLAN O NAILS. (ONLY REQ'D IF FOR FLOOR m WALL SHEATHING CONNECTION CANTBEINSTALLED f AS INDICATED) U rc FLOOR GRIDER OR BEAM 5 Z NOT USED HEADER CONNECTION @ 211d FLOOR HIGH BM w 3/4'=1'-0' f .xpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i V n9 OD N N Z C4 0 N J l- W m O S Q Z t- IL X � O IY W O may N n S STRUCI: OP rc ac CHEaC CC D JOB No. STAR-17134 N r SULE: AS INDICATED SD4 .W ATTACH BOTTOM PLATE F2 DOUBLE TOP PLATE BELOW USING MAX.MAINTAINING ING V FROM M ENDS 24N SCREW E 24' O.C. X. MAINTAINING 8' FROM ENDS AND SPLICES 2�4BOARD RDW RIM47LOCKING BEHIND RIM BOARD. NAIL TO RIM \ BOARD#2 RIM-SL'xI NAILS @3O.C. FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST 16' FROM THE EXTERIOR STUD FACE.... ....OTHERWISE, ADD FLOOR -BLOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED @ 2P O.C. MAX, W/ R} 0.131' x 3 TOE NAILS TO TOP & BOTTOM CHORDS EA. END. Y4' FLOOR SHEATMN (S}0.131'x2-1r7NAILS: FLOOR PERFLOORFRAMING SHEATHING TO EA. PIECE OF TOTES. FLOOR-BLGCKING. - RAOR81LOC1O/& 14M' O.S-B. RIM BOARD OR (JOIST FLOOR -BLOCKING SPACED @ 2P O.C. MAX, MATCHING FLOOR DEPTH. NAIL FLOORSLOCKING TO TOP & BOTTOM CHORD T OF JOIST W/ (2} 0.131' x 3' TOE -MAILS, _i FLOOR JOIST OR PER PLAN. (4)-0.131"X 3 TOE NAILS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 2x TOP PLATE. PLATEMACHM: MIN. (2}2xd SYPN2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP PLATE W(W SIMPSON SDS SCREWS @ 4' O.C. & 2' FROM EA. END. FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) i 12'=1'd EXTERIOR WALL SHEATHING PER DETAIL WFIW SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 2x BOTTOM PLATE PER PLAN (2).0.131' X W NAILS; 2< BOTTOM PLATE TO EACH JOIST (AT 24" O.C. MAX). (2).0.131"x 3 NAILS @ 3 O.C. & 2' FROM ENDS AND SPLICES: 2X BOTTOM PLATE TO RIM BOARDRIM BOARD BLOCKING. CENTER NAILS ON RIM BOARWRIM BOARD BLOCKING. MIN. 1-1/8' THICK OSS RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (1 )- 0.131- X 2-1/2' NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2}ROWS 0.131'x 2-12'NAILS @3O.C. ABOVE AND BELOW SPLK;E. REFER TO DETAIL WF10' SDIFOR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WTHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. (2)0.131' x 3 NAILS: RIM BOARD TO 2x PLATE-SLOCKING @ 3 O.C. & S FROM EA. END. & EA. SPLICE. DOUBLE 2c TOP PLATE PER PLAN JABSEMBLY ALLOWABLE CAPACITIES (LDF =1.6): V_ = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR), 1080 PLF (1ST FLOOR) MAX. UPLIFT: 425 PLF NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN. 12' GYPSUM WALLBOARD CEILING PER FBC-R702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1 )­ 6' SIMPSON SDWC15600 SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 1 YSDWC; EA. STUD TO TOP PLATE. MIN. 12' GYPSUM WALLBOARD PER FBC-R702.3. ROOF SHEATHING & NAILING PER ROOF NOTES. 2x SYPi2 VERTICAL BLOCKING BETWEEN EA. TRUSS. (1). 6' SIMPSON SDWC SCREW TO FROM TOP PLATE TO BLOCKING ON EA. END (TWO SCREWS PER EACH PIECE OF BLOCKING). NAIL ROOF SHEATHING TO BLOCKING WITH RSRS-01 (0.11312-31n RING SHANK NAILS @ 4' O.C. MAX. /- U.N.O. ON FRAMING PLAN: (2} 6' / SIMPSON SDW'CI 5600 SCREWS EA TRUSS TO TOP PLATE. REFER TO -�� DETAIL SSDWC. PLATE I PLAN 1 OVERHANG & CORNICE PER DESIGN PLANS. 2x SYPP2 SUSFASCIA W/ (3)-0.131' x 3" END NAILS TO EA TRUSS (U.N.O.) DOUBLE h TOP PLATE. REFER TO DETAIL WF071SD2. IS)- 0.131" x 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 VW10 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3)­ 0A 31" x 3' TOE OR END NAILS. 2X STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- d-1/2" SIMPSON SOW/C15450 SCREWS, INSTALLED PER DETAIL 105DWC; EA STUD TO BOTTOM PLAT (3)- 0.131' X 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. 3W FLOOR SHEATHING PER FLOOR FRAMING NOTES. FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. 1�DRAFTSTOPPING ttr REFER TO DETAILS S107 (FOR (JOIST) OR WOR \ WHERE WS125 (FOR FLOTRUSS) ON THIS SHEET `I REQUIRED PER FOR FLOOR -TO -FLOOR CONNECTION I FSC-R 302A2 INFORMATION. FLOOR PLATE —}PLAN mt ' DOUBLE 2x TOP PLATE. REFER TO DETAILFBC- MIN. GYPSUM WALLBOARD CEILING PER WF071SD2. (3} 0.131' x 3' TOE OR END NAILS, R30 A EXCEPT WHERE 51B' TYPE X GYPSUM GYPSUM WALLBOARD IS REQUIRED PER EA, STUD TO TOP PLATE. FBCd2302.6. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)-6- SIMPSON SDW C15600 SCREW, EXT. WALL SHEATHING PER DETAIL WFiN SD4 INSTALLED TO THE INTERIOR NARROW FACE ALL PANEL EDGES SHALL BE NAILED PER PER 131SDWC; EA STUD TO TOP PLATE SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT Zx BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/(3} 0.131' x 370E OR END NAILS. INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN 2x P.T. BOTTOM PLATE. ATTACHED TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET U.N.O.ANCHOR BOLTS SHALL BE INSTAL AT 12' O.C. MAX. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6: MAX. IN -PLANE SHEAR: 335 PLF (2No FLOOR) 10SU PLF (1ST FLOOR) MAX. UPLIFT: 442 PLF �7` YI/`_M QMCAD TLW3 Crt-VW CYTCDIrW WAI I 3/4'=1'-0' 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4-12' SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 101 SDVVC: EA. STUD TO BOTTOM PLATE. (3} 0.131- x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FOUNDATION PER PLAN. ELEVATION dam. i N t go 4+1 CO 4V C O El O 2m aZ ra3 (- �O li- 0: W O IL TH ac CIEaC CC a w JOB No. STAR-17134 I SCALE: AS INDICATED DATE: U xWIM 0 SD5 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, ortransfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 4'-V HALF PART' WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES IW GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSB43LY BXUV.V344 S USED), SEE DESIGN PLANS. Ilr GYPSUM WALL BOARD MAY BE SIUBSTTUTED W/ MN. 3-11r THICK GLASS FIBER OR MIIERAI. WOOL INSULATION COMPLETELY FILL THE a= CAWTES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 112-GYPSUM WALLBOARD PER 113TIP Wt, UO361PW4 U1347PW4, OR V34WM EACH SIDE OF PARTY WALL FASTENED USING MIN. lid (0.086' x I-W LONG, ISBN HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-IW LONG). ALL FASTENERS SHALL BE INSTALLED O MAX4' O.0 O AL SUPPORTED EDGES a 12' O.C. N FIELD (3)D.131• X 3-TOE OR END NAILS EA 87 TO BOTTOM PLATE. EA SIDE OF PARTY WAL� (1} S SIMPSON SOWC15WO SCREW, EACH STUD TO BOTTOM PLATE PER 11/SDWC, MACH SIDE OF PARTY WALL} MN. ZA SYP R BOTTOM PLATE ATTACH TO CENTER OF RN BOARD SELOW USING (1) SIMPSON SDWC159M (0.152 x 6") SCREW 024' O.C. MAX MAINTAIN S FROM ENDS a SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724(027 x247 SCREW 03r O.C. MAX MAINTAIN S FROM ENDS AND SPLICES PRE43Q, FLOOR SYSTEM TO FLOOR BEARING HST. REFERPLANS _ - FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, - EACH SIDE OF PARTY WALL, USING (1) SBP80N SGWC1SSW SCREW 0 24' O.C. MAX aS FROM ENDS a SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE MM BOARD. MN 3-W / PENETRATION TO RIA BOND. (1)-S SIMPSON SDVVC1S IN SCREW. EACH STUDTO TOP PLATE PER 11SDWC, (EACH SIDE OF PARTY WAL} 1/r GYPSUM WALBOARD PER U4731PW1. U33WM U3471PW4, OR V344MM EACH SIDE OF PART' WALL FASTENED USING MN Sd GLOBS x 1-NS LONG. 15A4 HEAD) COOLER NABS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-IW LONG). ALL FASTENERS SNALL BE INSTALLED O MAX r O.0 0 ALL SUPPORTED EDGES a tr O.0 INFIELD MIN. 2x4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH 70 FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07AON NOTES a CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT Mr O.C. MAX a. WITHIN S OF EACH ENO OF WALL a EACH BOTTOM PLATE SPLICE CONNECTION CAPAGTEB: -UPLIFT =ZS PLF - N PLANE SHEAR - 250 PLF TYPICAL PARTY WALL SECTION i 12+1'4r IL PARTY WALL 41.2 SW HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING OD PEIETRA710N8) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) 81MP8oN SDV/CIWW (D.152 x v)SCREW 04B' OC a S FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WAIL SEE WR17/SD2 FOR SPLICE& ATTACHMENT UFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15B00 (0.152 x S) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U37&PW1. USSM W2• US471PW4, OR V344 PM MIN. U4 SYP 02 STUDS 016' O.0 W/ MIPHEIOHT WALL BLOCKING EACH SIDE OF PARTY WALL 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL ATTACH PER NAILING SCHEDULE PREENS. FLOOR SYSTEM FLOOR BFANNG HOT. REFER TO PLANS _ DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/SDI FOR SPLICE A ATTACHMENT INFO FIRE RATED WALL SYSTEM PER W731PWI. U3381PWZ U3471PW4, OR V3441 M MN 2.4 SYP 02 STUDS O 1S O.C. W/ MNafEOHT WALL KDOMNO EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-irO SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION IFORMATON FL PARTY WALL 4•a+NALFFARTYWALLWIDTH k-23M+HALFPARTYWALLWIDTH FOE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING TREATED 1200E SHEATHING O40 PENETRATIONS) I NO PENETRATIONS) _ 1rZ GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV.V344 IS UBEDJ BEE DESIGN PLANS. IrF GYPSUM WALL BOARD MAY BE sUB87TR/TED VA ` MIN. 3.1? THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAvrrES -($ROOF BEARINLO IHGT FERTOPLANS FIRE BLOCKING EACH SSE OF WALL WAAS REQUIRED IrP GYPSUM WALLBOARD PER U T31PW 1. U3381P WZ U3471PW4, OR V344MM EACH SIDE OF PARTY WALL FASTENED USING MN Sd OLOSS' x 1-W LONG• ISM' HEAD) COOLER NAN.8 OR N. S TYPE W DRYWALL SCREWS (MN. 1-IW LONG)_ AL FASTENERS SHALLSE NSTA.LEDO MAXI' O.C.O AL SUPPORTED EDGES a tr O.C. IN FIELD ATTACH EACH STUD TO BOTTOM PLATE USNO (1) SIMPSON SDWC15450 (0.162 x4-1/C) SCREW CONNECT 2ND FLOORWALL N PLATE TO 1ST FLOOR DOUBLE TOP PLATE Wr (2) IW x4-1/r S SCREWS O 12* O.C. AND S RS END OF WALLS. ALL SPLICES T BE STAGGERED MN. 4S IM GYPSUM WALLBOARD PER U373FW1, U133BIPWR, U347PW4, OR V3441PW5 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (IABB' x 1-SW LONG. ISM SEA)) COOLER NAflS OR No.6 TYPE W DRYWALL SCREWS (MN. I -IN' LONG} ALL FASTENERS SNAIL BE INSTALLED O MAX C O.C. O ALL SUPPORTED EDGES a 1r O.C. N FIELD MIN. 2.4 BYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PART' WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFIED IN DETAIL WF07A ON NOTES a CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT SS O.C. MAX a WITHIN S OF EACH END OF WALL a EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT -Z70 PLF - N PLATE OEM -250 PLF TYPICAL PARTY WALL SECTION 1/2ti1'O' ATTACHE TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15M (0.152 x 61 SCREW 048.00 A W FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SE WFOYIS02FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STIR TO DOUBLE TOP PLATE USING (1) SIMPSON SOWC1SS00 (0.152 x S) SCREW (EACH SIDE OF FIRE RATED WALL SYSTEM PER U3T&PW1. U3360PWZ U347PW4. OR V341IPW5 INSTALLED TIGHT TO ROOF SHEATHING. MN. 2x4 SYP 02 STUDS 01r O.0 W/MIPNEIGHT WALL BLOCKING ATTACH EACH STD TO BOTTOM PLATE US BIO (1) SI MP SDVJC1545D (0.152. 4-IrO SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x Fire SDS SCREWS O 1r D.C. AND S FROM ETD OF WALLS. ALL SPLICES TO BE STAGGERED MN 4S DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE W W/SD2 FOR SPLICE a ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCISI1W (I152 x S) SCREW MACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW1. U33%P WL. U347AIWC OR V344PM MIN. 2.4 SYP 02 STUDS O 1r O.0 W/MID4HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SOWC154W OL1S2 x 4.1/P) SCREW (EACH SIDE OF PAR.) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4'-V HALF PARTY WALL WIDTH FOE RETARDANT TREATED ROOF SHEATHING NO PENETRATIONS) STUDDED COMMON TRUSSES Ire GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY SXUVV344 IS USED), SEE DESIGN PLANS.1/P GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3.1/C THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES IW GYPSUM WALLBOARD PER US731PW1. U33S1PWZ U3471PW4, OR V344 PM EACH SIDE OF PARTY WALL FASTENED USING MN 6d (0.0111Y x I-W LONG. 15OW HEAD) COOLER NAILS OR Nn.0 TYPE W DRYWALL OAK K 1-1W LONG} Al FASTENERS SHALL IN STALLED STA LED 0 MAX P O.C. 0 ALL SUPPORTED EDGES a lr O.C. N FIELD MIN. 2.4 SYP 02 STUDS 01S O.C. W/ MIDHEDHT WALL SLOCKINO EACH SIDE OF PARTY WAL (Iy r SIMPSON SDWC15800 SCREW, EACH STUD TO BOTTOM PLATE PER I ISDWC. (EACH SIDE OF PARTY WALL). 21 BOTTOM PLATE FASTEN TO FLOOR SYSTEM W/ (1) SIMPSON S SOWC SCREW (iOWC15000) O 2P O.0 a P FROM ENDS a SPLICES. AT PERPENDICULAR FLOOR: CENTER SCREW N ISM BOARD. AT PARALLEL FLOOR SCREW KM BEAMRRUS 3 STAGGERING N BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW USING (1) SIMPSON SDWF2724 (027 x 248) SCREW 0 32- O.0 MAX MAINTAIN S FROM ENDS AND SPLICES PRE-ENG. FLOOR SYSTEM BEARING HOT. 4FLOOR FTEF RTO PLANS-- FIRE BLOCKING Ell SIDE OF PARTY WALL AS RC9INRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE- USING (1) SIMPSON SOWCIBBW SCREW 0 2V O.C. MAX S S FROM ENDS A SPLICES. SCREW TO BE INSTALLED INTO THE CENSER OF THE RIM BOARD. MIN.3 W PENETRATION TO RBI BOARD. (1} S SIPSON SOWCl5M 3CREW. EACH STD TOP PLATE PER 11/BDVYC, (EACH SIDE OFF PARTY WAJj. MIL 2M SYPQ STUDSO ISO.0 W/ MID HEIGHT WALL BLOCKING 11r GYPSUM WALLBOARD PER U373VPWI. U33L M U3471PW4. OR V344MM EACH SIDE OF PARTY WALL FASTENED USING MN 5d O)SBS x I-W LONG, 150 HEAD) COOLER NAI.B OR Ho.6 TYPE W DRYWALL SCREWS OAN. 1-1M LONG). ALL FASTENERS SHALL BE NST/ULED 0 MAX C D.C. 0 ALL SUPPORTED EDGES a 1r O.C. N FIELD MIN.2x4 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 04EET,ANCHOR BOLTS MAY BE SPACED AT 3S O.C. MAX a WITHN S OF SIGH END OF WALL a EACH BOTTOM PLATE SPLICE CONNECTION CAPACTTES: -UPLIFT -270 PLF - N PLANE SHEAR- 250 PLF AiN TYPICAL PARTY WALL SECTION 442 3M+HALF PARTY WALL WIDTH PARTY WALL FIRE RETARDANT I TREATED ROOF SHEATHING ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCINW (L1S2 x S) SCREW 046' OC a S FROM ENDS (EACH SIDE OF PARTY WALL) PRE BLOCKING EACH SIDE OF PARTY WALLAS REQUIRED DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFUM02FOR SPLICE AND ATTACHMENT IRO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15M (0.152 x 6-) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373~. U338NM U347PW4, OR V3MIPW' INSTALLED TIGHT TO ROOF SHEATNNM MIN. 2N SYP /2 STUDS 0 tr O.C. W/MIDIEIGKT WALL BLOCKING ATTACH EACH STD TO BOTTOM PLATE USING (1) SIMPSON SDWC15490 (0•152 x4-V7) SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2)1M x 4-7/r SIDS SCREWS 01r O.C. ANDS FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN.4S DOUBLE TOP PLATE EACH _.. SIDE OF PARTY WALL. SEE WF0713102 FOR SPLICE a ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SNPSON SDMISM (Q.Iu x S) SCREW (EACH SIDE OF PARTY WALL) FIE RATED WALL SYSTEM PER U3731PW1. U3360-W , U347PW4, ORV344PW S MIN. ZA SYP 02 STUDS O 1r O.C. W/ MD•LEOHT WALL ATTACH EACH STD TO BOTTOM PLATE USING (1) SIMPSON SDWCIUW (I.152 x 4-14n SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION Irr.rv/ ,�`,�31i3i..4j xi a F" C 00 N a to Z C'A Oy J U m O = LU I- I}L 0 F 0 R LU 0 F 9L} N n F m C + t• O C E N E • STR- OP a cleat: cc a w Axi No. STAR-17134 i SGllE: AS INDICATED w DATE: oe2tltl -F COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF VVMR & 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 - TIIREADED ROD. r A6N. EMBEDMENT W/8&PSOI 8ET11P EPDXY OR EQ. ATTACH TO COLUMN W/(18) 0111rWALL SHEATHNGSHALL BE NAILSINSTALLED AS ACONTINUOUS SHEET FROM DOOR OPENING TO 2x SEPARATION FBUILDING CORNER W? NAILING PER WALLTOP&BOTWFto. PLATES $ KILL R CONTINUOUS PA END OF SLAB ADJACM FRAMETO ENO OF SLAB SHALL BE SCREWED TO UK (3) 2x SEPARATIONPLY BUILT LIP COLUMN WITHINWALL FRAMINGSEPARATION FRAME WALL tV/ (2)1W SBPSON SOB 8CREW5 INSTILLLED C FROM TOP A BOTTOM, 1-I!! EDGE DISTANCE, FLUE RAZED WALLOTIERWIBE SPACED 01r O.C. ASSEMBLYPERSTAGGEREDe•MAXTIGHTPSNSTAU ROOF SWATHING. SECTION A -A 4'4r - HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) C-W • HALF PARTY WALL WOTH PARTY WALL FINE RETARDANT TREATED ROOF SHEATHING SHEATHING AM NO PENETRATIONS) FABTENWG PER NAILING I SCHEDULE IrZ GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL ATTACH SHEATHING TO FRAME WALL DOUBLE TOP PLATE WIRERS-01 NAR.8 ®PfLSpPVAICING PER SYSTEM OF ASSEMBLY SANNS4 IS A A SHINGLE ON 81 USED), SEE DESIGN FILIAL 12 GYPSUM PNC,OOFTT R F FILL G�APARIBETWEEN WALL BOARD MAY BE SUBSTITUTED WI TOP PLATE a SWAITCH THING REQUIRED MIN. S-IrZ THICK GLASS FIBER OR FASCA WATEtPROOFWG, AND FLASHING BY MINERAL WOOL INSIMTION BL1a.0ERDTIHEftB, NOT 1AC0 COMPLETELY FILL THE STUD CAVITIES EACH WALL STUD OR EACH BUILT UP COLUMN STUD HOA10 s 46.O.C. r FROM EA. END OF TRUSS CONTRACTOR MAY USE SIMP80N SDWC scNEv43 FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON SDYYC 158006• SCREW 0 V O.C. & P FROM ENDS PER 249DWIC DOUBLE TOP PLATE SEE WF07/SD2FOR _ REFER TO--P1NGr ) SRJCE&ATTACHMENTINFO. FITE RATED WALL ASSEMBLY PER W7W W1, U33SPW2 FIREBLOCKING AS REWIRED UNTff^ OR VMWW5INSTALLED MIT TO ROOF I III SHEATHING. CAULK WITH AN APPROVED PRODUCT TO CREATE AR TKIHT BEN. PER MANl1FACRIRER'8 EACH WALL STUD OR EACH 51.1111T UP COLUMN STUD INSTALLATION NSfRUCTIONB. PROAOE MWEIM FASTENED TO DOUBLE TOP PLATE WI (1) SIMPSON WOOL OR OTHER APPROVED METHOD TO FILL N SDWC 1SBW V SCREW vow MID -POINT BLOCKING BETWEEN STUDS U.N.O. ON FRAMING BANS 12 GYPSUM WALLBOARD WALL W/6d COOLH2 EXTERIOfRWN.L SIEIITFWNO AND WULNO PER O( 1461 LONG, 1&M•tTEA0� OR 6&W DRYWALL BCREW81-1N'LONG S•O.C. ON EDGE VYF1aSD4 A W O.C. N FW3D CONTINUOUS WALL BLOCKING INSTALLED AT MAX 74F TO O.C.ER MEASURED VERTICALLY FROM DER TO VERIFY UPPER HOST DOUBLE TOP PLATE BUILDER TO VERIFY (1} a• SIMPSON 8DWC11TW08CRE1W, EACH WbTALLATKON, M. STUD TO BOTTOM RATE PER 11/BOWC, UPPER 2sF SYP 462 STU�Bg& tr O.C. MAX STUDS SWILL BE INSTALLED COAT. FROM MD WALL PLATE TO MN. 24 SW 02 BOTTOM PLATE ATTACH TO UNDERSIDE OF ROOF SHEATHING. CENTERED OVER LOWER STUDS CENTER OF RN BOARD BELOW USING0.131• x 3• EACH ABOVE WALL STUD OR EACH BUILT UP COLUMN NAILS0 r O.C. MAX STD FASTENED TO BOTTOM PLATE W/ (1) SIMPSON BOWL 15600 V SCREW ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON SDWF2724(027 x 24*) A ;A FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM SCREW 0 Sr O.C. MAX MAINTAIN r FROM ENDS PLATE TO BELOW FRAME WALL DOUBLE TOP PLATE W/ AND SPLICES QL 1/4'x 4-12 SDS SCREWS 01r O.C. MAX W/ 1• EDGE FIRE BLOCKING AS REQUIRED -- � WALL ELAA SW FLOOR SHEATHING N- 704aN . FASTEN PER PLAN SYSTEMBOOR SYSTEM LOWER 2x FRAME WALL DOUBLE TOP PLATE SHALL j�BOOR BEARWO HOT. MATCH ELEVATKN OF FLOOR SHEATHING ( ti � ® 10`-4 3M. BUILDER SHALL FIELD VERIFY AND WTFIR M V ATTACH RIM RIM BOARD TO WALL DOUBLE TOP PLATE, EACH LOWER WALL STUD OR EACH BUILT UP COLUMN USING (1) SIMPSON SDWC15000 SCREW 0IV O.C. STUD FASTENED TO DOUBLE TOP PLATE W/ (1) MAX & C FROM ENDS & SPLICER. SCREW To WE SIMPSON SDYYC 166W 6• SCREW INSTALLED INTO THE CENTER OF THE RAM BOARD. MN. 3-W PENETRATION To RIM BOARD. LOWER 204 ILI2 STUDA 1r O.C. MAX ST1UD8 SIHALL BE NSTAUJD CO�FROM FOUNDATION TO (I}B' SIMP60N SOM15NO SCREW. EACH STUD MD WALL PLATE TO ELEVATION EVATION OF FLOOR SHEATHING, TOP 0 H-104 3W TO TOP DOUBLE TOP PLATE W//5� 0.14V x 34W FIRE RATED WALLASSEMBLV PER U979PW1 U99SIPWM TOE�1111L8T0 EA F,DISf, TYP. 1194TRIW ORV344PW5NSTALLFD IMT6SROOF SHEADWIG. CAULK WITH AN APPROVED PR=XMTO BLOCKING BETWEEN STUDS USIA. ON FRAMING CREATE AIR TIGHT SEAL PER MANUFACTURERS PLANS Ilr GYPSUM WALLBOARD WALL W/ Sd COOLER INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL N VODS DRYWALL SCREYY81-1N' LONG J P O.C. KIN EACH WALL STUD TO P.T. BOTTOM PLATE W/ (11 EDGE & Ir O.C. IN fE7.D 6M50 4-I2 SCREW (FM,H SLOE OF 2X462 SW WALL V=DS ee te• O.C. SEE SW2 N THE BEARING WOOD ALL SCHEDULE Psi W ALW SHEET SLI FOR ADDITIONAL INFORMATION CONNECTION CAPAQITEB: VOL 2 W SWO P.T. BOTTOM RATE (EACH SIDE OF - IN RARE BLEAR • SW RF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N MAL WF07A ON _ NOTES & CONNECTOR LEGEND SIFT, ANCHOR BOLTS MAY BE SPACED AT 36. O.C. MAX & WITHIN T OF EACH END OF WALL& EACH BOTTOM PLATE -' -... .. ----•::-_....:. SPLICE FOUNDATION PER THE FOUNDATION PLAN TYPICAL PARTY WALL SECTION (VE) 12'L1'4r W-W- HALF PARTY WALLWIDTH Y-23W «HALF PARTY WALL WIDTH 4'4r • HALF PARTY WALL WIDTHPARTY WALL V-23M+ HALF PAWAJ. WIDTH FIRE RETARDANT �- PARTY WALL FIRE RETARDANT FIRE RETARDANT CL PARTY WALL FIRE RETARDANT TREATED ROOF SHEATHING TREATED ROOF SHEATHING TREATED ROOF SHEATHING TREATED ROOF SHEATHING (No PENETRATIONS) i (NO PENETRATIONS) MO PENETRATIONS) I (NO PENETRATIONS) STUDDED COMMON TRUSSES STUDDED COMMON TRUSSES 12 GYPSUM WALL BOARD EACH SIDE OF 1Q' GYPSUM WAIL BOARD EACH SDE OF PARTY WALL PER FIRE RATED WALL ATTACH TRUSS TO DOUBLE TOP PRATE USING (1) PARTY WALL PER FIRE RATED WALL ATTACH iRl13S TO DOUBLE SYSTEM OF ASSEMBLY BXW.V944B BWAPeON 8OMINN(0.152 x W) SCREW 04V OC SYSTEM (P ASSEMBLY BXW.V3/4B TOP PLATE USING (1) SIMPSON USED). BEE DESIGN PLAN3.12 GYPSUM & V FROM ENDS (EACH SIDE OF PARTY WALL) USED). SEE DESIGN BANS 12 GYPSUM SDWC15000 (0.152.6') SCREW WALL BOARD MAY BE SUBSTITUTED W/ WALL BOARD MAY BE "MUTED W1 04r OC & V FROM ENDS MI N. 3-Vr THICK GLASS FIBER OR MN. 3.12 THIG( GLASS FIBER OR (EACH SIDE OF PARTY WALL) MINIMAL WOOL NSUULTION MINERAL WOOL INSULATION COMPLETELY FILL jTHE ESSTUD CAVITIES COMPLETELY FILL THE SKID GYRE Y EFREFER TO PL�N3 REFER O ADW DOUBLE TOP PLATE EACH DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE SIDE OF PARTY WALL SEE IE FBLOCKING EACH SIDE OF WF07ISD2 FOR BRDe & FIRE BLOCKING EACH SIDE OF WFW/ED2 FOR SPLICE a PARTY WALLAS REQUIRED ATTACHMENT NPO PARTYWALLAS REQUIRED ATTACHMENT INFO Vr GYPSUM WALLBOARD PER USTWW1. US3BIPW2, Vr GYPSUM WALLBOARD PER U3MVW1, U3WPWZ ATTACH EACH STUD TO ATTACH EACH STUD TO DOUBLE TOP PLATE DOABLE TOP PLATE USING (1) U34T/ENEDOR V G MIN. a FAd1 SIDE OF PARTY WALL USING (1) SNPSON 8DWC15B00 (0. 662 x6') FASTENTIP4. ORING UN S EACH SIDE OF PARTY WALL SIMPSON SDWC150M (0.152 x FASTENED t18NG MN. Stl ro.066' x 14R16' LONG. I5AM' SCREW (EACH SIDE OF PARTY WALL) FASTENED USING MN. 6d (OAB6• x 1618' LON0.166/• 6� SCREW (EACIi SIDE OF SCREWS W HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL HEAD) COOLER NAILS OR Na 8 TYPE W DRYWALL LL FASTENERS SHALL PANTY OVAL) BE WALLED OIMAX L4 O C Q Sl1PPORfED INSTALLED 0). ALL FASTENERS SHALL SCREWS W 1M�L�C D.C. SUPPORTED FIRE RATED WALL SYSTEM FINE RATED WALL SYSTEM PER UST.iPVYi, U3361PYY2, U.147PW4, OR V344IWY6 PER IA731PWI, U3361PWY, EDGES & 12 O.C. N FIELD EDGES & 1r O.C. N Flf]D U347PW4, OR V344 PW5 MIN. 2.4 SYP x2 STUDS 0 IV O.C. W/ MID -HEIGHT MIN. 2.4 SYPV2 BOTTOM PLATE. SCREW TO WALL BL.00IONG EACH SIDE OF PARTY WALL MIN. W SYP412 BOTTOM PLATE SCREW TO MIN. W SYP 02 STUDS 0I V PARALLEL FLOOR TRUSS BELOW W/ (2).1N' x 3-1Ir PARALLEL FLOOR TRUSS BELOW W/(2)-IW It 3-12 O.C. W/ MID41EI HT WALL BOB SCREWS 0IV O.C. & 4• FROM ENDS & MIN. 2.4 SYP 62 BOTTOM PLATE ATTACH TO SDS SCREWS 0IV O.C. & 4• FROM ENDS & BLOCKING EACH SIDE OF SPLICES. CEITBR OF RIM BOARD BELOW USING 0.131' x 3' SPLICES. (EACH SIDE OF PARTY WALL) PARTY WALL NAILS 0 S.O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE (1) V SIMPSON SDWC1S600 SCREW, EACH STUD (I W SIMPSON SDWC158M SCREW, EACH BELOW (EACH SIDE OF PARTY WALL) USING (1) TO BOTTOM RATE PER 11ISDWC, (EACH SIDE BOTTOM PLATE TO DOUBLE TOP PLATE STUD TO BOTTOM RATE PER 11180M.E BELOW (EACH SIDE OF PARTY WALL) USING (1) (EACH SIDE OF PARTY WALL). BaP80N SIAIN Ir FROM x 2/� AND SPLICES C 3r O.C. OF PARTY WALL) SIMPSON SDWF2724 (0 7 x 24) SCREW C Sr O.C. MAX MAINTAIN C PROM AIDS AND SPLCES MAX MANTAN 6' PROM ENDS AND SPLICES ///--- 9N' FLOOR BHEAIHNG EACH SIDE OF PARTY SW FLOM SWATHING EACH / WALL. ATTACH PER NAILING SCHEDULE PER NAILING SCHEDULE SIDE OF PARTY WALL. ATTACH FLOOR BEARING HGT. REFER ro PL.MHS - - FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED SCREW TO DOUBLE TOP RATE TO PARALLEL FLOOR TRUSS W/(2). IW x 4.12 SDS SCREWS 02C O.C. & C FROM ENDS & SPLICES. 112- GYPSUM WALLBOARD PER UM731PYY1, U33VPW2 U3471PW4, OR V344PM EACH SIDE OF PARTY WALI FASTENED USING MIN. 5d PAM x I-W LONG, 160 HEAD) COOLER NAILS OR NM 6 TYPE W DRYWALL SCREWS (I&N. 1-11C LONG} ALL FASTENERS SWILL BE NWA.LED 0 VAX O.C.0 ALL SIPIACRIID EDGES & 1r O.C. N FIELD MN.2x4 SYP 42 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WAN). ATTACH TO FOUNDATION USING ANCHOR BOLTS DffWED IN DETAIL WF07A ON NOTES A CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN a' OF EACH END OF WALL & EACH BOTTOM RATE SPLICE CONNECTION CAPACITIES: - UPLIFT .270 PLF - N KAE SHEAR a 250 PLF TYPICAL PARTY WALL SECTION NOT USED 1211'4r PRE 3M FLOOR SYSTEM SEARING HOT ------- DER TORAHS ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, UBNG (1) SI PSON SOWCISWO SCREW 0IV O.C. MAX & 6' FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE TENTER OF THE RN BOARD. MIN. "W PENETRATION TO RN BOARD. DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFO71802 FOR SPLICE & ATTACHMENT INFO (1)- C SIMPSON SDWC156W SCREW. EACH STUD TO TOP PLATE PER I1/SDWC, (EACH SIDE OF PARTY WALL} FIE RATED WALL SYSTEM PER U3731PW1, U338PM U347PFW, OR V344 VM MIN. 2.4 SYP12 SIDS 0IV O.C. W/ MIDWIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC164W (0.152 x 4.140 SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION �FLOOR BEARING HOT. REFHR%-NAME -- FIRE BLOCKING EA SIDE OF - PARTY WALLAS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ (2). 1 W x 4.12808 SCREWS O B4. O.C. & P FROM ENDS & SPLICES. (EACH SIDE OF PARTY WALL) Vr GYPSUM WALLBOARD PER U3731PW1. U336PA2, U347PW4. OR V344YW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 6d OL011V x I-W LONG, ISW HEAD) COOLER NAILS OR Na 6 TYPE W DRYWALL SCREWS (MARL 1-1M LONG} A L FASTENERS SWILL IN STALLED STA LED 0 MAX C O.C. 0 ALL SUPPORTED EDGES & lr O.C. N FIELD MN. 2.4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL]L ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07AON NOTES& CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 38.O.C. MAX & WITHIN S OF EACH END OF WALL& EACH BOTTOM RATE SPLCE CONNECTION CAPACITIES: - UPLIFT .270 PLF N RAW &HEAR. 250 RF rysj TYPICAL PARTY WALL SECTION 12•at'4r 5�p0R BEARING HOT --------1>�PER TO PLANS DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFW1S02 FOR SPLICE a ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCISBW (0.152' x In SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW1. U!3VPWM, U347PW4, OR V3441PW5 MN.2N SYP412 STUDS C Ir O.C. WI MID4EIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACK EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC75450 (0.152 x 4-Vr) SLEW (EACH SIDE OF PARTY WALL) WEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION ����O9M a 4N;R4 90 a CO N 4 E V O C6 O a z� � o � LUJ 0 u 2 IL Z - IL :3Xz - (7FI- (YWO TH - 0c aa:ac: cc 0 w .108 NP. STAR-17131 t SGIF: p51NDIGTEO w wTe: oenlro 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 ENONEERED FIRE RETARDANT ROOF TRl1SSE9 PER SHEATHING ATTACHED PER PLAN NAILING SCHEDULE. SEE ARCHITECTURAL PLANS FOR REQUIRED LOCATIONS 2t FASCIA PER PUN. SEE / ELEVATIONS FOR MORE INFORMATION 2. FRAME OR CMU WALL SEE ARCHITECTURAL PLAN FOR MORE INFORMATION 1-HOUR FIRE RATED SOFFIT PER GA FIE NO. RC 2802 TO EXTEND A MM Nor EACH SIDE OF 2 HOUR PER RATED ASSEMBLY. INSTALL BASE LAYER SW TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD TRUSSES 24' O.C. WITH 1-1W TYPE W OR S DRYWALL SCREWS 24' O.C. FACE LAYER SIB' TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1-71S TYPE W ORS DRYWALL SCREWS 12'O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 14? TYPE G DRYWALL SCREWS 1r O.C. PLACED 2' BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 2W FROM BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING wr WOOD STRUCTURAL PANELS APPLIED AT RIOHTANCYES TO TRUSSES WITH 0.131' x 2-1 W NNLS. APPROPRNTE ROOF COVERING. FIRE CAULK EDGES AND ENDS AS REQUIRED TO PROVIDE AN AIR TIGHT SEAL TYPICAL FIRE RATED SOFFIT 3l4`21'-W PARTY WALL r C CNMNMf-1 DR RIMIER METALLED PER MANUFACTURERS SPECIFICATIONS INTERIOR FINISH PER BUILDERS SPECIFICATIONS r W1 TWO HOUR FIRE WALL @ FRAME INTERSECTION 3/4+1'4' ROOF SHEATHING — ATTACHED PER NAILING SCHEDULE FASCIA PER PLAN -� 2K BEARING WALL PER PLAN. SEE EXTERIOR FRAME WALL SCHEDULE FIRE RATED WALL SYSTEM PER DESIGN RAN. INSTALLED TIGHT TO ROOF SEATHING. r C CK414- EL OR RUNNER MN. 3W AR SPACE NBTALLED PER MANWACIIMHiS FIRE RATED ROOF SPECIFICATIONS SHEATHING PER PLAN BREAKAWAY CLIP OR TRUSS OVERHANG EACH ALUMINUM ANGLE am INSTALLED PER MANUFACTURERS SIRMFICATIONS WHERE EXTEND GYPSUM BOARDS REQUIRED PER UL PER FIRE RATED WALL U3731M, UIGSIPW2. sYSiEL1 x4ro soFFITAREA U3471PW4 OR V344MM 4+CnT1/1L1 A A A ATTACH CHANNEL FLANGE -� TO BOTTOM OF FASCIA W/ (3)14W TYPE W SCREWS INSTALL C CHANNEL OR RUNNER FROM BOTTOM OF FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE EXTENSION OF THE GYPSUM BOARDS. FASTEN r C CHANNEL OR RUNNER W/MIN 1-11C TYP W SCREW TO FRAME OR 3MS' x 2-1W TAPCOHS TO MASONRY SPECIFIED PER UL U3731PW1, U33WPWZ U3471PW4 _ OR V344MM W1 TWO HOUR SEPARATION @ EAVES GYPSUM BOARDS PER FIRE RATED WALL SYSTEM U3731PWI, U33S PAF4 U34711 W4 OR V344MM MUST EXTEND INTO SOFFIT AREA. IF EXTERIOR WALL IS FRAME PROVIDE SOLID BLOCKING AS REQUIRED TO INSTALL C CHANNEL TRACK EXTERIOR WALL PER PLAN ����ytiS�2lMiya. a ' g 411 N to O a Z � rn U N j 0 X m fA Z I-a}3 -0 X F O ♦- - W M W y0 d N n F • STRICT: DP oc CHECK: cc 0 w JCB No. STAR-17131 N Z SCNE: AS INDICATED W. RITE: O Im mr-11O I \ / 341110 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. �L Design No. U373 BXU V. U373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorties Having Jursdiction should be consulted in all cases as to the particular requirements covering the installation of Me 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 submiter 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 stag provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consut the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics conceming atemate materials and atemate methods of constructon. Only products which bear We 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 Nonbearing Wall Rating -2 Hr (Area Separation Wall, Sae 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 item 48) Finish Rating -120 Min. (See item 4) Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION AA SECTION" Q ©�1 FEWER= �ao CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY CONFIGURATIONO B EXPOSED TO FIRE FROM EITHER SIDE EA SEPARATION WALL: -(Nonbearing, Max Height -44 fill 1. Floor, Intermediate or Top wall - 2-3/16 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG gal, steel, secured with suitable fasteners spaced 24 in. OC. 2. Stied Sods - Steel memibers formed from No. 25 MSG gal, steel having 'H' - 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 liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction rated into "W -shaped surds. GEORGIA-PACIFIC GYPSUM LLC -Types TRSL, DGUSL PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in Items 4, 4A and 48. Men searing, Load Restricted for Canadian Applications -See Guide BXUV7.) 4. Woods Studs - For 2 Hr. Bearing or Nonbearing War Rating - Nom 2 by 4 in., max spacing 24 in. OC. Surds vossbraced at rrid-h fight where necessary for clip attachment Mn. 3/4 in. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A. Steel Studs - (As an alternate to Rem 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) gal, steel or No. 20 MSG (0.033 in. thick) gamed steel, cold formed, shad be designed in accordance with the current edtion of the Specification for the Design of Cold -Famed Steel Strucwal Members by the American Iron and Steel Institute. AD design details enhancing the structural integrity of wall assembly, ndudng the axial design bad 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 shalt 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 betted 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 minNo. 20 GSG (0.036 in. tuck) gal, seal or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound strturW connection between &test studio, and to adjacent ssanbkes won as a flow, ceiling, anwor other waft. Attached to flow and ee'6ng assemblies with steel fasteners spaced not greater than 24 in. OC studs cross-hrsced with stud framing at mid height where necessary for dip attachment Min 314 in. separation between steel framing and area separation war. Finish rating has not been evaluated for a" studs. 4B. Stec Skids - (As as afemate to Item 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 &test, min 3 12 in. wide, min 1-114 in. forges and 114 in. 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 shot be channel shaped, fabricated from rein 25 MSG corrosion -protected steel, min width to accommodate stud sae, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC ax. Studs cross -braced with stud framing at mid -height where necessary for clip attachment. Mn 314 in. separation between steel training and area separation wall. Finish noting has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 ft wide, applied ether horizontally or vertically. Wallboard attached to mod studs (Item 4) with 1-1/4 in. long steel drywall nails spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 4B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and toot cortpound. Nall or screw, heads covered with joint compound. 5A Plywood Sheathing w OSB - (Not shown) - As an atemate to Item 5, Nominal 12 in. thick or greater plywood or OSB applied horizontally sr vertically to wood or steel studs. Vertical joints located over studs. Horizontal joint shalt be butted fight to forth a closed joint Fastened to tuds with nails w screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum dips shelf be spaced as described n Item 6. 6. Attachment Clips -Aluminum angle, 0.062 in. thick, min 2 in. vide with min 2 in. and 2-12 in. legs. Gips secured with minimum one Type S screw 318 in. long to "W studs and with minimum one Type W screw, 1-1/4 in. long to wood taming or steel training through holes provided in clip. Clips spaced a max of 10 It OC vertically between wood or steel haring and "Frstuds for separation walls up to 23 It high. For separation wale up to 44 fi high, clips spaced as described above for the upper 24 t. and the remaining wall are below required dips spaced a max 5 fi OC vertically between wood or steel framing and "IT studs. 7. Bats and Blanket' - (Optional, now shown) - Placed in stud cavities, any glass fiber or minest wool insulation, max 3.0 pd density, bearing the UL Classification Marling as to Surface Bunting Characteristics and/or Fire Resistance. See Bats and Blankets (BKNV or BZJZ) Categories for names of Classified companies. Indicates such products shall bear the UL or cUL Certification Mark for Jurisdictions employing the UL co cUL Certification (such as Canada), respectively. Tie apPearorce ore com"Wi, name a product In W. detais. does now In Reef essare—IFoeucb to I— Iwae bent maro4amrN under UVs Fellow W service. only eoe, leodvete bearing lye M mek Should a considered to M Grtlflad See owned under Ulw Fcllewilp service. Alexis look rev tre Mark cur ere moral I1L penMla ere romoductlan artle mShntd cmtllrcd In ere Onllrc CMtlllntlan Okecbry ehblect b ere foflanlrg <ohhdlteru: 1. The (hJde Irfamdbh, AesamMea, Canatrucllwe, Oeelph; syaeems, arWw gxtlflcetlans Iflleel mue ce w<aawM In their entlrery ehtl In a nommlseadrg rumor, wlahaka arw mWgYrlon ar tle dal Ica trawkgat 3. the nnemmt'*waro.d nom ere Ornrc CwtlflWaru gretray Min IerMssbnmom UL'rhhup alissr agecw btlr <WMM mderMl.ln addtlan,lM rcprlrNed rhhSOerMI nut YhtlWe • copYrlalht Thotice Inme MIOM1hp kmwC y 3M! till LLC DETAIL V U m f F Jun,Lu U) W Q J F J PAC � �� w � V� I � M <3 B to n LU LU FW C 04 O ]E Z � till 00 LU m = Q Z p - = F F- 0 I- - w KLill 0 it t~i2 r • S sTRUcc oP � oc ore«: ¢ 0 w JOB Nn STAR-17136 r sG AS INCICATED ulI DAW: 06121C3 I PW1 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. 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, 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 akemate 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 Nonbearing Wall Rating -2 Hr (Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See Rem 4, 4A) Nonbearing Wall Rating 2 Hr (Protected Wall, See item 4B) Finish Rating -120 Min. Indicates such products shall bear the ILL or cUL Certification Mark or jurisdictions employing the UL or cut, Certification (such as Canada), respectively. SECTION A -A SECTION B-B CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 0 0 0 MEIN= 1' 1' WE I 1\ o © o 0 CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Max Height - 66 ft) 1. 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 Sails - Steel members formed from No. 25 MSG gakv steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2 in. and flange width 1-38 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 fined 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 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 inwide, 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 wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer ardfor 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 1/2in. long type S-12 steel screws on both skies of studs or by welled or bolted 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 (0o33 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 flow 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 clip attachment Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 43. Steel Studs - (As as atiemate 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 318 to 3/4 in. less than assembly height Top and bottom tracks 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 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 ft wide, applied either horizontally or vertically. Gypsum board attached to studs with 1-1/4 in. long steel drywall nails spaced B 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. CRps seared with Type S screws 3/8 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 walls up to 24 ft high. Space clips a max of 10 ft OC vertically between wood framing and "H"studs. 63. Clip placement (Rem 6) for separation walls up to 44 ft high. Space clips as described in item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft 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 Rem 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 rod 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 one non -bearing wall partition intersection per stud cavity. Nonbearing wall partition stud depth shall be at a minimum equal depth of" 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 bander. KNAUF INSULATION LLC -Type ECOSEAL Plus " Indicates such products shall hear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. CONFIGURATION B nine appearcice a, c«wm1y:..me «pmdmr m nth aMma.e trte. nit 1n meaauurc sub pr•mmts ro la.mmee I,..<ue� m.mnMAee «an w-•e rcllot,WService. OnlyM proWds tie V arc UL mart Mount McorrWereabM GMnetl ant cow«etluM«UL•s ro A*S•w1ce.Ahay i—for(M EXPOSED TO FIRE FROM EITHER SIDE Nes on tie pr«nrct UL pennps me rcpr•nuctlon rcme nWeral can meE In tin-1-d 11—N—r,emle«to tin--.g eo«nsms: 1. Toe aurae IrI«matlan, A.•mnNk., connm.u•na, oemwa •pxm., mwa ceronruens R11e+1 mnn ne «e.enn4 m mew erarery,rM ma r�«.mremro mmmer,.wro,A•ry enlpmalbn time ash (« «ewltroe4 z tM Mnemam neequmea eon (M Donne Catlnutlena pnct«y w1m perMumn Ran1A' mart appear egacemmme aMactaOmmrm.haaasm,are npmhe meant muM include acopynsm �eomrne ralowr,pr«m.t:remvua.uc 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 MO 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. VTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. DETAIL SHOWN ON THIS SHEET IS J �}s G N cWn Q J F J t2$ V2 R- —j Q Z 0 g s m� J (p Qj �; ? t— M 0 w ru Ho O� 10 W S r, rn M - id » N V + C Z ate— G y p Z m _J O Q m = W 2 - i}a (� t— F - W WU1Q at~ifr� • S sTRUCT: _-DP CC Q CHECK: CC w JDe No. STAR-1113 r SCALE: AS INDICATED wI DATE: 08/ rl a I PW2 s �L Design No. U347 BXUV.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, 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 censuft 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 See general information for fire -resistance ratings - ants!/ul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - can/ulcs101 certified for canada design criteria and allowable variances Design No. U347 March 05, 2018 Nonbearng Wall Rating - 2 Hr (SEE ITEMS 5, SA AND 58) (SEPARATION WALL, SEE ITEMS 1,2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall, See Rem 5 and SA) Nonbearing Wall Rating 2 Hr (Protected Wall, See Rams 5A and 5B) 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. I , kmn,naca.,wn: ,FA MEN ,saaaw,sv®v O O © © 0 0 © O CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE coNFlGtxunoN D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -bearing, max height - 66 ft - see Rem 6) 1. Steel Track - Floor, sidewall or top wall track. Nom 2 in. wide channel shaped with nom 1 in. long legs, formed from No. 25 MSG galy steel, secured with suitable fasteners spaced 24 in. DC. 2. Steel Studs - "H" shaped studs formed from No. 25 MSG galy steel having an overall depth of approximately 2 in. and fiange width 13/8 in. 3. Gypsum Board' -Ttwo layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fit into "h" shaped studs. NATIONAL GYPSUM CO -Types FSW, FSW-B, FSW-7, FSW-9 PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4, 4A and 46. When Beanng, Load Restnced for Canadian Applications - See Guide BXUV7.) 4. Air Space -Minimum 314-in. airspace. 5. Wood Studs - For Bearing or Nonbeanng Wall Rating - Nom 2 by 4 inmax 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 aftemate to item 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 ofthe Specification for the Design of Cold -Formed Steel Structural Members b the American Iron and Steel Institute. All design 9 Y � 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. log Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specification. 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 midheght 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. 5B. Steel Studs - (As an aftemate to items 5 and 5A, 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. return, spaced a max of 24 in. OC. Studs to be cut 318 to 314 in. less than assembly height. Top and bottom trade 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 floor and ceiling with laseners 24 in. OC max. Studs cross -braced with stud framing at midheight where necessary for clip attachment Min 314 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 1-1/4 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to steel studs (Item 5A or 5B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. Horizontal joins shall be buffed tight to form a closed joint. As an option, joins covered with paper tape and joint compound. As an option, screw heads covered with joint compound. 6A. Plywood Sheathing or OSB - (not shown) - As an aftemate to Rem 6, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joins located over studs. Horizontal joins shall be butted tight loform a closed 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. Aluminum clips shall be spaced as described in item 7. 6B. Batts and Blankets • - (not shown) - As an alternate to hems 6 and 6A, glass fiber or mineral wool insulation, min. 3-12 in. thick, 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 clips (hem 7) shall be spaced a max of 5 ft OC vertically. Min 3/4 in. separation between insulation and area separation wall. See Bats and Blankets (BKNV) category in the Building Materials Directory and Bats and Banker (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. 6C. Wall and Partition Facings and Accessories • - (not shown) - as an aftemate to hems 6, 6A and 68, 4 ft wide panes, applied vertically. Panels attached to wood studs (Item 4) with 1-5/8 in. long steel drywall screws spaced 16 in. OC. Vertical joins located over studs. Joins 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-500, QuietRockQRr-510, QudetRock QR525 BD. Gypsum Board' - As an alternate to Item 6 - Min 5/8 in. thick min. 6 in. wide batten strips, applied on both sloes of Steel Studs (Item 2) and horizontal back to back Steel Track (Item 1). Min. 5/8 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. log Type S steel screws spaced 12 in. OC. Batten joins shall be butted tight to form a closed joint. As an option, entire sheet of gypsum board may be used in lieu of the battens. Clip placement as in item 7, 7A, 713, or 7C. NATIONAL GYPSUM CO - Type FSW-3, FSW, FSW-6. 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 3/8 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 ft OC vertically between wood or steel framing and "H" studs. 78. Clip placement for separation walls up to 54 ft high: Space clips as described in Rem 6A for upper 24 ft Remaining wall area below requires dips spaced a max of 5 It OC vertically between wood a steel framing and'W'studs. 7C. Clip placement for separation walls up to 66 It high: Space clips as described in Rem 6A for upper 24 R space dips as described in item 66 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 it is constructed as described by items 1 through 6, except: A Rem 5, above -Wood Studs -Shall be spaced 16 in. oc. B. Rem 6, above -Gypsum Board -Min. weight 1.5 psf. Shall be applied vertically and attached to studs with 1-114 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 ft OC vertically. D. Batts and Blankets' -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation baits, min. 0.80 pef. 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 23 ft F. The STC rating applies to Confguration B only. G. Steel Studs (items 5A, 5B), Plywood Sheathing or OSB (Item 5A and Item 9) and Bans and Blankets (gems 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 Rem1 through 6, exceptA Rem 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Rem 6C, above -Wall and Partition Facings and Accessories' -Type QuistRock OR-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 mod 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 23 ft F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, SB), Plywood Sheathing or OSB (Item 6A and Item 10) and Bats and Blankets (Rams 6B) not evaluated as alternatives for obtaining STC rafing. 88. STC Rating - The STC rating of the wall assembly is 70 when ft is constructed as described by items 1 through 7, except A Rem 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Rem 6C, above -Wall and Partition Facings and Accessories• -Type QuietRoclk OR525 panels shall be installed as described in item 5C. C. Item 7, above -Aluminum Clips - spaced a max of 10 R OC vertically. D. Bats and Blankets' -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation bats, min. 1.0 pcf. See Bats and Blankets (BKNV) category in the Building Materials Directory and Bats and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 23 IL F. The STC rating applies to Configuration B only. G. Steel Studs items 5 58 Plywood Sheath! or OSB hem 6A and Item 10 and Bats and Blankets items 6B not ( a ). Yw'o �9 ( ) ( ) evaluated as alternatives for obtaining STC rating. 9. Non -Bearing Wall Partition Intersection - (Optional) Wall system consisting of nominal 2 by 4 in, stud or nominal 2 by 6 in. stud. Maximum one non -bearing well partition intersection per stud cavity. 10. Plywood Sheathing w OSB - (Optional) - Min 12 in. thick plywood or OSS applied horizontally or vertically to "H" studs on area separation wall side of Configuration A or Configuration C. Vertical joins located over studs. Fastened to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. Indicates such products shall bear the UL or cUL Certification Mark for Jurisdictions employing the UL w cUL Certification (such as Canada), respectively. 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Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING 8 DESIGN, OF WMR 8 ASSOCIATES, LLC is strictly prohibited. t Design No. V344 C2022 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 submitter and have been investigated b UL for compliance with applicable requirements. The published information cannot 9 Y P PP eq 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 start 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 atemate materials and atemate 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 - anstul 263 certified for united states design criteria and allowable variances Be, general information for fire resistance ratings-can/ulcs101 certified for canada design criteria and allowable variances Design No. V344 February 04. 2022 Nonbearing Wall Rating - 2-12 Hr (Area Separation Firewall, Sea item 1, 2, and 3) Bearing or Nonbearing Wall Rating 2-12 Hr (Protected Wall, See items 4 and 5) Finish Rating - (120 or 150 min, see hem 5, SA and 5B) Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions 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 1S 12 L . z gg i + + H Side B 1-12" Type G Drywall Laminating Screws r cRanm .. 18- 16 18- Exposed to Fire from Either Side Exposed to Fire from Either Side AREA SEPARATION FIREWALL — (Max Height - 66 ft.) 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 gaN steel having "H" shaped flanged spaced 48" O.C.; overall depth 2 in and flange width I-M in. 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 "Ff' - shaped studs. AMERICAN GYPSUM CO —Type EKCEL PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in hems 4 and 5. When Bearing, Load Restnded for Canadian Applications — See Guide BXUV7.) 4. Wood Studs — Bearing or Nonbearing Wall. Nora 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. face parrallel or perpendicular to gypsum board (Item No. 3). Studs crass -traced where necessary for clip attachment. Min 3A in. separation between wood framing and area separation firewall. 4A. Steel Studs — (As an alternate to item 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.D33 in. thick) primed steel, cold formed, shall be designed in accordance with the wirent edition of the Specification for the Design of Cold -Form cd 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. CC. 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, inn 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. Sleds cross -braced with stud. Min 3/4 in+ separation between steel framing and area separation wall. 4B. Steel Studs — (As an atemate to hems 4 and 4A) - For Nonbearing Wall - 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 318 in. to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shapK fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to door 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. 4C. Framing Members' — Steel Studs — (As an alternate to hem 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 hacks, min wkhh to alxommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be rxt 314 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 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. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vipe25 TM CLARKDIETRICH BUILDING SYSTEMS —CD ProTRAK CRACO MFG INC — SmartStud25 T. IMPERIAL MANUFACTURING GROUP — Vipe25 Tu MARION/WARE, DIV OF WARE INDUSTRIES INC — Vipe25 TM STUDCO DUILDING SYSTEMS —CROCSTUD 5. Gypsum Board — Classified or Unclassified — Min 12 in. thick 4 ft wide, applied either horizontally or vertically. 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 might is less than 1.31bsM2, Finish Rating is 120 min. When minimum board might is 1.3 lbsM2 orgreater. Finish Rating is 150 min. 5A. Plywood Sheathing or OSB — (Not Shown) — As an atemate to Item S. Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over stutls horizontal joints shall be butted tight to forth 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' — As an alternate to Items S. Glass fiber or mineral wool Insulation, min. 3-12 in. thick placed to completely fill the mod or steel stud cavities. See Bats and Blankets (BKNV) category in the Building Materials Directory and Bats and Blankets (BZJZ) category in the Fire Resistance 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 item 5 Finish Rating is 150 minutes. 5C. Loose Fill material • — (Optional) — To be used in addition to Items 5, 5A or 5B. any loose fill material bearing the UL Classification Marking for Surface Bunting Characteristics, placed to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product. Min 314 in. separation between ksustion and area separation wall. 5D. Fiber, Sprayed• — (Optional) — To be used in addition to items 5, 5A ro 5B. The spray applied cellulose 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 lbR a. Alternate Application Method: the fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3. in accordance with the application instructions supplied with the product. Min 3/4 in. separation between insulation and area separation. U S GREENFIBER L L C — SANCTURAY, FIRM, INS735, NS745 AND INS750LD for use with wet or dry application. iNS515LD, INS541LD, INS510LD, INS765LO AND INS773LD are to be used for dry application only. 6. Aluminum Clips — Aluminum angle, min. 0.063 in. thick min 2 inwide 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, 314 in. lots panhead sharp screws to'H'studs and wood framing through holes provided in dip. 23 ft. Height Clip placement (Item 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'shxls. 44 ft. Height Clip placement (Item 6) for separation firewalls 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 firewalls up to 66 ft. high: For the upper 24 ft. of the well system, space the Limitation clips 10 ft. OC. On the next 20 ft. below space the clips 5 ft. 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 loth sides of wall in between the H studs. on both sides of the wall rows spaced 24 in. OC with a maximum dimension of 12 in. from the top and bottom Cchannels of the assembly. On one side of the wall each row contains 2 screws located 12 in. from each face of the H-studs. On the other side of the wall each row contains 2 screws located 16 in, from each face of the Hshnds. Refer to Illustration. 8. Non -Bearing Wall Partition Intersection — (Optional) — For wood framing —Two nominal by 4 in. stud w 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 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 101 nails spaced a max. 16 in. OC. vertically. maximum on non -bearing wall partition intersection per stud cavity. Non -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 panel. (item 3) to create an air barrier. DUPONT DE NEMOURS, INC. — Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro Window & Door ICP ADHESIVES & SEALANTS INC — Handi-Foam Fireblock, Handi-Foam Fireblock West, and Fast Foam Fireblodk • Indicates such products shall bar the UL or CUL Certification Mark for jurisdictions employing the UL or cUL CertlBcation (such as Canada), respectively. Last Updated on 2022-02-04 TEe appnnnca d a canrym/a tome ar pradxt In 1M1b U,taWse do., rM In tlsee,n,r<tlet products w beMXIM love Even a,ancEaed wrier MI -1—up Serwce. Only ft. Pro_M. "11 tilt. uL a al._. EecM,IdaMl0 I. Certlll. covered—_Fo1,—.w eevlc.. 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STAR-17134 r SCALE: AS INDICATED .1-DATE: a lm 1 PW5 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 shictly prohibited. GABLE RAFTER TO TOP PLATE SHOWN OODES: SDYYCISOM MPMD-ME8212 Rafter In Top Plate shown END (TRUSS TO TOP PLATE SIMILAR) Truss b Top Plebe Similar TRUSS SCREW TO BE INSTALLED METAL INSTALLATION INTO THE CENTER OF GUIDE TOOL THEa�NSTALL e Opema122Y' Oplima122Y' CHO 10' 0' 10' P �• 30' RafterorTruss INSTALLATION3" Y'minunum a GUIDEdistance forfuA CHANNELDO NOT values (Mh w Splice may be eI uppr w lower plate SDWC15W0 Ya"Max SDWC butaplab8b1-N�ItlM.MY YMWon ptlB 6d (Yldltls0)1MTMh--arneIW.MN HATCHED ��m) ddr to AREA MD d9r ehapDrMw SDWCbplpe erlM tllnede. SDWC15600 SDVYC15600 SDWC156W dw 2-Whlemdnllt9bdMetlr SEAMC,'8op'UlwfrMerllredkbUhe9lAde drew bares OPBrd MeblMorr enysd225'.7he lrbletlm cede nrlgsr I maybes to}OrslM YrbEMon angbraelebWe41e mebl FOLYMMI w 8O✓YC1 � 10MIN Off�etY" Eom bP Ptata splice forfuN wlues 9tNdefod msyba Ierrrowd. NoK 1.8bpedmdelKemeybedopedupberd hde I .1212pbheedSteps dMMSOWCuIr■Ieheaddbs bderlerbA�yureMMeeuHotlr a SDWC15800 fferdbotirde—VuL iJ/1"MAX drEbbp pleK Vadyertbe auMe dwu dtlrbaKer1. brielelb awood 2 Nelwrwdold41aMWmMrtlha"ftRerrorlodobl2ebrbe1eleYoeedeM OVERHANG oyp SINGLE SDWC ROOF TO WALL OR BEAM SINGLE SDWC ROOF TO WALL OR OPT. SDWC INSTALLATION- NOTE SDWC MIN. EDGE DISTANCE FOR SDWCINSTALJATIONINSTRUCTIONS INSTALLTIO%I SLOPE6ROOF RAFTERS MAV 8E SLOPED UP TO AND 4 BEAM INSTALLATION RANGE TRUSS/RAFTER OFFSET FROM STUD TOP PLATE SPLICE (ROOF TO WALL) �INCLUDING A 12:12 PITCH AND MUST BE'BIRDSMOUTH" CUT. �� �� w n SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION SINGLE SDWC ROOF TO WALL OR BEAM I W LLLATiDN RANGE / 2 1 OPT. SDWC INSTALLATION-TRUSSRAFTER OFFSET FROM STUD / 2a l OPT. SDWC INSTALLATION RANGE ( 3 1 SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE l l SDWC ISTALLATION INSTRUCTIONS (ROOF TO WALL) K N.T.S. N.T.S. N.T.S. 3'=1'd" N.T.S. N.T.S. owrhaiq DOUBLE SDWC INSTALL_ CONFIGURATION A DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. SDWC1S" at single/double boffin Both -- ersIa, 2 S . DOUBLE SDWC INSTALL: CONFIGURATION B DOUBLE SDWC INSTALL: CONFIGURATION B N.T.S. plate owr wood 9oor BoOem plate (vMde roe ofeh,d) Subfloor iJTb RIM joist I Bbddng SDWC156M at doubt tap plate (Wide face of shut) (2)SDIMC Rdewode A119ft MonadeM N6K 81dbBotlnPlsdrwLAaMbebY4esallr. SUNCSRDTOBDTT.RAMC0N MrION0VER SDWC EDGE DISTANCE AND SPACINGINFORAMTION WOODFUDOR SDWCSRIaTOBOTI.PIATECGMEC110NOVERYYOODFLOOR SDWC EDGE DISTANCE AND SPACING INFORMATION N.T.S I( 12 ) N.T.S. NOT USED V TRUSS OR RAFTER MIN. 3 -12' (2) SDWC 15600 OVERHANG 12"-1- OPT. SDWC IrSTAUTION-TRIISSIRAFTER OFFSET FROM STUD N.T.S. MOSMAIC& nel�deSDNNC pgrarAweper Mee r6nlirL 1'rsu SDWC15403ded .eesllep*. SUWCI56M., tdlereememrr. p)SDAC @A.d—d2SDAICperebadMla) CONFIGURATION B (TRUSS OFFSET WITH STUD) INSTALLTHROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH SCREWS INSTALLED VERTICALLY ±5' INTO THE CENTER OF THE TRUSSATAFTER FROM THE UNDERSIDE OF TOP PLATE, 12" TO i' FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3W 11/4" 3W t IW Oledy4-m1L Man bpprb Opema122ix' epwfpruvMs 30 10 0 I Splaa mW be b upper 3 tyS• orbworprb 14'dW— edge deKwtorhrl awls Yrblellan Arple MinmEdpeOrbroardSpboiRRagMwrwwr Rap 13 SDWC SCREW TO STUD - NARROW FACE 3'=1'-0" Ogimal22)5' 10' m m' I 3 ky" BDACISBgg d9ltlb--TePPbr W4.FadSl4 Nde:8W 4,du6bLp plate*—Skdbdrlyddwdb boEm plWeour. waodl -011r. SDWC STUD-T0-TOPA30TT0M PLATES CONNECTION SDWC STUD-TO•TOP/BOTTOM PLATES CONNECTION N.T.S. .IN Optimal 22Y" SDACIMASl Pb 0—afixl MWF—dit4 MMK 9• Fleee errdwr b buddon rnl dldllr for de4'• SDWC STUD -TO -SILL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION NOTES i. SfRON&DRNE STRUCTURAL WOOD SCREWS FOR 1RUSSR 0fTER STUD•TO eLATE, AND FLOMTO4T-0OR owsunON S ARE &MMIFACTURED AND TRADEMARKED BY SRFSON STRONG -TIE COMPANY, NC' HOME OFFICE 51355 W. LAS POSMAS BLVD, PLEASANTON, CA 94M TEL p90) 9996M FAX (925) e47-151ST.'SI PSON SIRONGTE COMPANY. INC.' S AN ISO 9004 REGISTERED COMPANY. 2. 118E OF THIS PRODUCT ISSUBJECT TOTHE APPROVAL OF THE LOCAL BULDM DEPARTMENT. 3. THESE PRODUCTS ARE PAW OF THE OVERALL YOM UPLIFT FORCE RESISTING SYSTBA OF THE STRUCTURE. DESIGN OF THE BULDRKi'S MAN WDU FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER 4. ENGIIffROF RECORD S PEM1rr E1TO MODIFY DETAILS FORSPECIFICCONDI ONs. S. TE OONiRACTOR SHILLL VE IFY ALL DI ENSDNS, CONDITIONS EIC. PRIORTO RWALLATM OF ANYSTF4NGaWE SaWM FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY !DISCREPANCIES ARE FOUND. THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. ONLY COMMON HER TRUSSES NY A UK 3-112' OVERHANG CAN USE THESE SCREWS. RAISED FE BUTAL BEARING. ETC. MUST LSE COMMON. METALTRLM CONNECTORS PERCOKMCTER SCFMA.E & NSTNJ.ATIONOFpROm1Cr*iALLBEDONENONPoWAANCE OTOTHE9EDp&wrm.11•EPEwc AANCEOFMODIFEDPROMCM ORALTER®N8TALtATM PROCEDINESARE THE SOLE RF9PON81BLRY OFTIE FRAMRJGI iQERALCOMRACFOR CONTACT RDR IF INSTALLATION INSTRUCTIONS ARE NOT FOLLOWED. 7. SIAPSON STRONG -TIE COMPANY. NC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS VMHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. L ALL HARDWARE CALLED our IS SMPSON STRONG-TIE. L DOUBLE TOP RATES SHALL BE FASTENED PER DUAL WOW/SD2 1LCONiRACTOR MAY USE SMPSON SOWC1WW SCRFNS ONLY FOLLOW N0 CONFIGURATION (N OR (B) THIS SHEET N LEU OF SIAPSON MOA OR SMPSON HQS FOR COMIMONN OR JACKTWS9ES MERE UPLIFT DOES NOT EXCEED (1195 be) FOR DFSP OR (10/5 Ee) FOR SPFAF. N.T.S. d / i ' 0 ®� QN U 2 Yam/ WF AN IfY/ O r'P.Z.fy ,:awr ra m v 00 C4 + C m Z 7 0 y c y70 8 X m J - 0 Q Z ra3 - X�o IXWO SI eTRULTtIRAI ENO: TH 1 ac aEac: Ix 0 w xe1 W. STAR-1134 i sG4E: AS INDICATED w pATE: 0S2123 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 SDWC/F STRUCTURAL ASSEMBLY N.T.S. 1.a IW IP r 1.a Drive the SDWF screw vertically (90" t 2') into the center of the upper -wall bottom plate. 1.b 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 if necessary. 1.c Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. 1 SDWF-TUW INSTALLATION AND PRODUCT INFORMATION N.T.S. NOTES N 2 1. STRONG-DRNE STRUCTURAL. WOOD SCREWS FOR TRUSS/RAFTER STUD -TO -PLATE, AND FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY 'SIMPSON STRONG -TIE o COMPANY, INC.' HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94MB TEL (800) MI 5099. NE FAX (925) 847-1597.'SIMPSON STRONG -TIE COMPANY, INC.' IS AN ISO 9001 REGISTERED COMPANY. 0 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. w ,, bs CODES SDWF:ICC-ESESR-3046 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE z ox» SDIF tz m TUW IOC -ES ESR 2320 STRUCTURE. DESIGN OF THE BUILDINGS MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBIL17Y b,pomfM' "gyp°' OF THE SPECIFIER 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY `s . wSTRONG-DRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE ,;,P a V FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO o CONSTRUCTION. e•! Ns s GJV f 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE ® '0 ',. a `� 6 '0 PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE i CL1 ( o & 4 i W RESPONSIBILITY OF THE SPECIFIER e, (� '-- a tea 7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, Q° O • _J o` AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. LL ® Rrrr Joist SDWF nxxld number par &ALL HARDWARE CALLED OUT IS SIMPSON STRONGTIE. o j ddd 6 ° e J�a �y 0 0 �� 1 mtin = PLATE SHOIWN tt i- Lawerwallop pkbsplice down End Dis0" Nate: Skids, floorjoist, bbdvng and skid to jilate oorrtections not shown for dadty. TYPICAL SDWF-TUW INSTALLATION N.TS, Note: Shed to-plalle connections ate tegtited to complete the load path and are rat shown for clarity. 1' Masnm Studs, Post and blocking 1V LP per Designer Double SDWF shown (Single SDWF-TUW simlw) SDWF-TUW ( MTEDI=RESPWAT(bOITINLIOUSWALL N.T.S. 2. Slide the TUW (provided) over the SDWF screw head and carder using locator tab as a reference. Orient locator tab so that it points toward the outside of the wall. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2Y2" Simpson Strong -Tie Strong -Drive SD screws (provided). VERTKAL2WX I� Model No Allowable Joist Depth Below (in.) Single Bott. Plate Double Bott. Plate Min. I Max. Min. Max. SDWF2716-TUW 8-1/2 10-1/2 6-7/8 9 SOWF2720-TUW 12-1/2 14-1/2 10-7/8 13 SDWF2724-TUW 16-1/2 18-112 14-7/8 17 SDWF2726-TUW 18-1/2 20-1/2 16-7/8 19 1. Joist depth listed based on the V4' subil r and T of thread penetration into double top plates. 2. See Lf.SDWFA -TFfr letter for 11 Y4',11 %r, and 16' joist depths. SDWF ANGLE LMIT tWALIATION & ALLOWABLE JST. DEIH N.T.S. Note: Shd-%o place connections are require( complete the load path N are rot shown for clarity. Double SDWF do (Single SDWF-TUW sl SDWF-TUW CONCENTRATED LOAD RESTRAINT AT CORNER 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. T 0 0 0 x 0 0 0 0 0 SDWF-TUW 3 U.S. PATENT T 2' 8,276,323 9 0 The Strong -Drive SDWF is sold as a kit that c includes: screws 9 VIEW WALL WALL (25) TUW ta(25) SDWFke-dup washers 0 (100) #9 x 2X" Strong -Drive SO 5. Check to ensure the proper engagement of the structural-oonnedor screws TUW tabs to the SDWF screw shank using the • %7 hex driver bit screw depth guide (provided). The measured gap • Y4 hex driver lift R.- shall be no greater than 532" and no less to s/3Z'. Screw depth guide to ensure proper SDWF g engagement with TUW ? 0 it M 4 y C �+ OM .- E N u • TN a ac °rt«: a JOB No. STAR-1T13C rS-LE: AS INDICATED w cure: asrz,rp SDWF 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. 2x WALL FRAMING PER PLAN OR SOLID l PANEL SPLICE VI COLUMN AT PANEL SPLICE LOCATIONS MAX 15' GAP BETWEEN PANELS COLUMN PLIES NAILED / PER WF08/SD2 NAILING PER WALL SHEATHING WF105D4 AND NAILING PER PLAN VERTICAL PANEL SPLICE DETAIL ALONG WAL NOT USED 0 Ow m 3 INSTALL FIELD s u INSTALLED TO PER W/F07/SD: INSTALL FIELD ... INSTALLED TOP PLATE (2) 0.148" z 3" @ 3' O.C. PER WF07/SD2 to 48' PAST SPLICE 8' EACH WAY A MAX A LNG SHASHALLL RUN UNRG CONT. FROM EACH WALL FACE TO CORNER. B B INSTALL FIELD MAX. 1/8"GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WF071 VPO TOP PLATE DETAIL AT CORNER N.T.S. SECTION A -A WALL SHEATHING PER WF10/SD4 (2) ROWS 0.148'x Y NAILS @ 3- O.C. PANEL TO PANEL (1) ROWS 0. 14Wx 3' — NAILS ® 3" O.C. EACH FACE OF CORNER AS (2) ROWS 0.148'x 3' DRAWN. ALTERNATE NAILS 03.O.C. EACH ROWS AS REQUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRAWN. ALTERNATE ROWS M REQUIRED NOT TO CROSS NAIL WALL SHEATHING PER VUF10 SD4 (2)ROWS0.148'x3' I TOP PLATE NAILING® NAILS ® 3" O.C. SPLICE LOCATIONS PANEL TO PANEL PER WF07/SD2 WALL SHEATHING SHALL RUN CONT. WALL SHEATHING PER WF105D4 WALL SHEATHING WALL SHEATHING PER FROM EACH WALL SHALL RUN CONT. FROM EACH WALL WFJ WD4 FACE TO CORN ER. MAX. GAP (1) ROW50.148'x3- NAILS ® 3" O.C. EACH FACE TO CDR ER, (2) ROWS 0.148x 3" BETWEEN SHEATHING FACENCORNERAB MAX. 15' GAP NAILS ®3' O.C. EACH DRAWN. ALTERNATE BETWEEN SHEATHING FACE OF CORNER AS ROWS AS REQUIRED DRAWN, ALTERNATE NOT TO CROSS NAIL ROWS AS REQUIRED NOTTO CROSS NAIL VPO VERTICAL PANEL SPLICE DETAIL 4W4 VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. INSTALL FIELD INSTALLED TOP PLATE PER WF071SD2 (2) 0.148' x 3' NAILS (2) 0.148' x 3' NAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD ® CORNER STUD Q CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING I ' I ( NOTE: SHEATHING NOT SHOWN Jf_'LVNI_'L NOT SHOWN SECTION B-B HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION HM (2)2z6 d2 SYP H4x6 3.5'6.5' AFP 1.8E SHORT SPAN HEADER H2x8 (2)2x882 SYP H4x6 3.5"x5.5' AFP 1.6E SHORT SPAN HEADER H2x10 (2)2z10l2SYP H4%1D 3.5"x95"AFP I.BE SHORT SPAN HEADER 1-1202 (2W2 k2 SYP H4x10 3. *Wk 15" AFP 1.6E SHORT SPAN HEADER 1. WHERE SYP %2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.8E SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFPIS SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 1600000 Pei. FB =1500 psi, FV =175 pi. FC4'ERP 650 Pei. 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 & CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. C TOP R SPLICE C PANEL SPLICE W/ MAX 118" GAP V-0' MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE (2) 0.148'x 3' NAILS EITHER SIDE OF PANEL SPLICE 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. 2x WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WPO1 THIS SHEET) NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED WALL PANEL W/12)0.148'x 3" o NAILS M B'O.C. a (FOLLOW NAILING O REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) O 2x TOP PLATE PER w PLAN(TYP) Z, pYi'�"&YYYl4l oas• W kk ® > r» IIJ B ATTACH ALL STUDS .� ^`� i m TOP AND BOTTOM WH (3) 0.148" x 3-IM' NAIL....'. 4 ♦ LL+ r i ws (TOE OR END NAILED) ,..-- U l,7 i".,Lyyy�' e LL ii goo T .z w H1 ° ►. . . . ! .L T o Z I<8 2 0 Q "_ J J W Q �. Z � g€ -W d �P W Q � G wU) N w 2 w 00 N OF # Z E 0 Oy a LU Q � 0 m � 0 =az w li- BO w0xwz <y'J aowQ (Ar i � - • o sTRuclunu ENO: TN vi ORAFTttX3: O z STRUCT: DP ¢ OC CHE— OC A w .LOB No. STAR-17134 i SCALE: AS INDICATED w DATE: Or im w Q NOT USED y p° WP1 N � H � 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. MIN. (3) 2x SYP 02 STUDS REO90 E OF LANDING W/MI 0.162' x 3-12' NAIL FROM (2)2d2 SV HEADER TO BUILT STUD COLUMN STANDARD (3P.12 r SVPI2 STRINGERS W/ SIMPSON A35 / A34 CUP TO FLOOR SYSTEM & LANDING FRAMING (2)2x12 SYP42 BEAM PER SCHEDULE REQ9 0 END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY O BUILT UP COLUMNS BELOW ORATE HANG ALTERNATE 0 RIGHT OF THIS N' i� lk i■� I-M �..PAN BLOCKING T MATCH JOIST TOE -NAILS EAC� END Fi�7trl it it WIN 11 /LFlll/J•/N/�1 DETAIL A -A PLAN VIEW @ 90 DEGREE TURN LANDING MIN. (3) 2' SYP M2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D 0 END OF LANDING W/ MIN. (6) 0.162" x 312' U SEE PLAN FOR DEPTH NAILS FROM (2)212 SV HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)2z12 SYP02 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU21G-2AIUC210-2 W/(18)OA x9-1r2'NAIL TO LEDGERMUPPORT AND (10)0.148' x 3' NAILS TO (2)2x12 SYPN2 HEADER MASONRY: HU21G-2A1UC21 G-2 WN (IS) I WX3-1/4' TAPCONS TO CMU AND (10) 0.148- x 3' NAILS TO (2)2x12 SVPM2 HEADER STANDARD (3) 2X12 SYP 82 STRINGERS W/ SIMPSON A34 / A35 CUP TO FLOOR SYSTEM & LANDING FRAMING ( STANDARD(3)2X12 STRINGERSW SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 20OIST IN 6' MIN. LINE WITH MIDDLE 2z12 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2z8 SYPS2 JOISTS Z O LANDING 0 i6TO.C. Z W/SIMPSON A35 OR g LUS26 HANGER ON EACH SIDE i Ip I� MIN. 2x8 $YP12 JOIST (P.T. IF 0 1P MIN. ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) ,O 0.167 x 312' NAILS 0 16" O.C. MAX. TO EACH STUD. (2) 1/4' x 31/4' TAPCONS 0 18' D.C. MAX. FOR MASONRY STAIR WINDER DETAIL WALL) /N��//L it I•� � 8/H!///III///1//// V - 3/4PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR MIN.2x8SVPl: CONSTRUCTION LEDGER (P.T. I NOTES ATTACHING T( MASONRY WAI - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) D148' x 3' TOENAILS EACH END SIMPSON A35 CONNECTIONS - SEE PLAN FOR MASONRY WALL OR WOOD WALL MASONRY WAL FRAME WALL BI IN. 2z8 SYPN2 JOIST (P.T. IF ATTA LNG TO SCHEDULE REQ'D 0 END OF MIN. 2x8 SYPt2 JOISTS CH WALL) CONT. LEDGERMASONRY w/ (3) LANDING FOR STRINGERS TO 0 LANDING 016'O.C. 0.167 z 3-12' NAILS 0Is- O.C. CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR MAX. TO EACH STUD. ((2) DIRECTLY ON BUILT UP LUS26 HANGER ON COLUMNS BELOW OR iMIX3-I 4' TAPCONS EACH SIDE ALTERNATE HANGER 0 MAX. FOR MASONRY WALL) RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE PM MAXWDTH OF LAM M PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM 0 HOOF LANDING PER SCHEDULE OPTIONAL (2)2 x12 SYPi2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HUC210-2 W/ (18) 0.162" x 312' NAILS TO LEDGER/SUPPORT AND (10) 0A48' x 3' NAILS TO (2)2c12 SYP82 HEADER MASONRY: HU210-20HUC210.2 W/ (16) 1AN31/4" TAPCONS TO CMU AND (10) 0.148' x 7 NAILS TO (2)2x12 SVP12 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2xd SVP42 CLEAT AND ATTACH TO JOISTS BELOW W (2) 0.108' x 31/4' NAILS 016' O.C. (3) 0.162' x 3-12' TOENALS 3/4' O.S.B. W/Q131Y2-12 NAILS 0 3- O.C. TOP AND A35 C EA STRINGER BOTTOM CHORD TO LANDING SEE ARCH$. FOR MAX. FLOOR SYSTEM PER RISE OF STEPS AND FRAMING PLAN TYP. MIN. TREAD DEPTH PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2z12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE 0 MID-SPANSUPPORT A A INFORMATION. AM 0 EA STRINGER TO LANDING 2z JOIST (P.T. IF 2x ATTACHED TO ATTACHING TO MASONRY STRINGER i i i (2) 202 SYPY2 BEAM WALL) CONT LEDGER w/ 1 PER SCHEDULE 0 NAILS (3) 0.167 x 3-1? NLS 0 III OF LANDING FOR 16 O.C. MAX TO EACH 2x12 STRINGERS ONE I I I I STRINGERS TO STUD. ((2)1/4'x31M' ON EACH SIDE AND (III CONNECT TO. BEAM TAPCONS 0 18' O.C. ONE 0 MID-SPANI I I TO BEDIRECTLYON MAX. FOR MASONRY I I BUILT UP COLUMN WALL) A35 CONNECTION / (III BELOW. WOOD OR MASONRY WALL SEE PFOR LAN 2x8 P.T. SPF k2 (MIN.) LET4N MORE INFO FASTEN TO SLAB USING MIN. (3) 2x4 SYP 82 MIN. (6) I Wx31M' EVENLY COLUMN 2x JOIST PER SPACED TAPCONS 0 MIN. SCHEDULE END DISTANCE OF 1-Irr 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO SCALE. 3M'-t"S' BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (&2 I JOISTS (t2 SYP) MAX WIDTH OFLANDING 17-0" OR LESS (2) 2.12 1 2z8 91-0' NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINNAUM CODE REQUIREMENTS AS SPECIFIED IN THECURRENT EDITION OFTHE FSC. 2. (2)2x12 SYP02 BEAM IS REQUIRED AT THE OUTSIDE FACE OFTHE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SEE OF INSIDE SEAM. NNL (2)PLY BEAM TOGETHER UMW (3) 0.148' x }IIC NNLS AT r O.C. 3. CONTACT FOR FOR CONDITIONS NOTCOVERED THISDETAIL PRM TO CONSTRUCTION. 2xd CONT. TOP PLATE ATTACHTOPPLATE TO2x4 R2 SPFSTUDS 0STUDSW/(2)0.167x31?24' SEE ARCH PLA 34� 2zdCONT.TOP PLATEw O.C. 4-(1' ABO TOE-NAILS SPf STUDS 024' ( ATTACH TOPPLATE TO STUDS W/(2)0.162"z3-i?O.C. i `� y i LMAX li i 1i i2x442 VERTICAL 0 NOTCH SILL PLATE W/ (2) 0.148' z 31/4' TOE-NNLS BOTTOM TOE-NAILS*0 /O.C. AN MIN. AND 0 ANY FOR VERTICAL 2x4 SILL PLATE w/(2)NOTCH SILL AND 2x412 SPF STUDS 0 24- 0 OPENING.W/IN KNEEWALL 0.148'x 3' NAILS O d'PLYWOOD 4FL-� FLOORING O.C. EVERY OTHER••HANDRAIL 10,101,01011 O.C. (NOTCHED 024TOALLOWVERTICAL STUD TO BE ATTACHED ••Or,2x L-BRACE W/0.148' z O 4' O.C.FACE VERTICAL LOCATIONSTO SLIDE DOWN TO NOTCH FLOOR TO WO15T BELOW3-11.NAILS (OTHERVASE ATTACH OF WOIST SHEATHING TO ACCOMMODATE 2z W/(2) 0,148z31/4' ..LLyy .,®ATTACH 2x6 VERTCALANDTO 2z6 VERTICAL WOIST W/(3) Y.' x 3'LSRACE TOE -MAILS 0 BOTTO 0 T-T O.C. &SDS WOOD SCREWS 2x4 SILL PLATE W/(2)0 V i ANY OPENINGEQUALLY SPACED/CENTERED 0.167 z 312' TOE -NAILS Q 2x4 CONT. TOP PLATE I I IN EA CONT. BRACE & 0.1,1W QQ Ar i Ly ATTACH TOP PLATE TO STUDS W/(2) 0.162'x3.1?' 4 JOIST TOOUTSIDE FACE OF JOIST .8 x TNAILS•4'0.C.TO O TOE -NAILS FLOOR SHEATHING 2z4 /2 SPF STUDS • 24' O.C. W/ (2) 0.148' x 3-1/4' DOUBLE I JOIST x T.s PARALLEL TO FLOOR ATTACH 2x4 TO 1401ST Wl 2 Y".r SDS .e¢ _ • O®b TOE -NAILS BOTTOM 3.]-'y- SCREWS EQUALLY II O • e`4� SUCE CUT PLYWOOD 2x4 CONT. TOP PLATE -�- I I SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PL IN IN (JOIST STUDS W/ (2) 0.167 z 3.12' TOE -NAILS X X MAX. 4'-0' ABOVE FLOOR 8" WIDE WEB ai o FW- R I 2x4,12SPFSILLPLATE I STIFFENER 048'O.C. 0 Q W/ (2) 0.148' z 3' NAILS 214 02 SPF STUDS 0 24. I PERPENDICULAR PLATE TO FLOOR (O EA. BRACE) w/ (2) < 0 04-D.C. O.C. W/(2) 0.148' x 3.1/4' TOE-NAILS BOTTOM ) 2x4 SILL W/(2) 0.148' x 3' NAILS 0 4' ROVxS OF 0.148'x3' NAILSSO 3' O.C. NOTE: pI- w (2) SIMPSON LSTA24 ( O.C. (NOTCHED 02xe STIFFNER TO BE 0 w STRAP0EA.SIDEOF NOTCH SILL AND VERTICAL LOCATIONS). FLUSHw/OUTSIDE OF w STUD) EVERY 48' O.C. PLYWOOD FLOORING BOTTOM CHORD FLOOR BEAM CONDITION TO ALLOWVERTICAL TO SLIDE DONM TO LLo FLOOR BEAM SEE FACE OF (JOIST 0m PLAN 2.6 VERTICAL AND m ti Z 0 ATTACH 26 VERTICAL L-BRACE 0 6'-0' O.C. & > I? TO I -JOIST W/ (3) Y- x 3' O ANY OPENING a z H d ST02 SECTION @ HANDRAIL W/ EQLAL'LLOD SCREWS . (JOIST SEE PLAN i < SPACED/CENTERED INFLOOR BEAM CONN. IJOIST TO OUTSIDE SCALE- T-0• : Y4' FACE OF JOIST SINGLE I JOIST PARALLELTO FLOORa x.s r iR MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8' BEARING FOR CENTER PANEL ALL OTHER PANELSTO BEAR ON LEDGERS FLOOR RIMBOARD J 2X8 02 SPF JOISTS 0 17 O.C. W/ (3) 0.167 x 3117 END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST04 ELEVATOR TEMP. FLOOR SCALE 3M'-T-V PARTY WALL OR - ELEVATOR WALL SEE PLAN 2X682 SPF CONT. - LEDGER W/ (2)1 /4' X 3-10 SDS SCREWS 0 1TO. C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MIN. 7/16' SHEATHING W9 RSRS-01 (0.131'x2-3,W) RING SHANK NAILS 0 6' O.C. ON EDGE AND 17 O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 312' SDS SCREWS 017 O.C. ON ANGLE TYP. CONTRACTOR TO CONSTRUCT PANELS TO SLIDE INTO THE ELEVATOR SHAFT THRU DOOR OPENING, 1 3 2 MOTHS MAY VARY. PANELS 1 AND 2 TO BE INSTALLED AND SHIFTED OUT TO ALLOW FOR PANEL 3 (VMIICH IS LONGER)TO BE INSTALLED LAST PLATFORM LAYOUT AND WILL AID LOCKING EVERYTHING TOGETHER. MID SPAN BLOCKING W/ (2) 0.148' x 31/4' TOENAILS �� SPF RIM BOARD - =I2XS02 L MIN 7H6"FLOOR PLATFORM DETAIL SHEATHING 6' MIN. 7/1SHEATHING Wq RSRS-01 (0.131'z2S/8') PARTY WALL OR RING SHANK NAILS 06' ELEVATOR WALL SEE O.C. ON EDGE AND 12" PLAN O.C. IN FIELD ATTACH PLATFORM TO if LEDGER M 1/4' X 3-1/2"SOS SCREWS 017 O.C. ON ANGLE TYP. FLOOR SYSTEM MID SPAN BLOCKING W/(210.148'x3114' 2X6 #2 SPF CONT. LEDGER WN (2)1M' X 3-1 IT SDS SCREWS 0 RIMBOARD 16. O.C. MAX INTO E 2X6 l2 SPF RIM BOARD STUDS OR FLOOR T W/ (3) 0.167 z 3-102X6 02 SPF JOISTS 0 17 SYSTEM TYP. EACH NAILS INTO JOISTS O.C. W/ (3) 0.162' x 3-10EN0 UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION MIN 7N6'FLOOR PLATFORM DETAIL ST05 ELEVATOR TEMP. FLOOR SHEATHING SCALE 3W • T-T 2X6 42 SPF 0 17 O.C. 2X6 02 SPF 0 IT O.C. pIp of Ig U)� Z Z O J j a. w W Z Q� W p 82 o1 /wr <3 50 41 V 0� 9x Ipw 41 V 00 N b ;; - 016 O Z. N 2M O U xUJI aZ - so 0F- F- EY W O CL ENO: TH K JOB No. adEd(: CC 0 w STAR-1]134 Z SGIE: AS INOK:ATEO w DATE: 062123 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.