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HomeMy WebLinkAbout6181-6215 Pina Colada StS1- INDEX LOT 72 - PULSAR 'NR' (� la 1 9_PLEX BUILDING - A GENERAL NOTES: 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR FL 0.1.10 FL 1.11 SLAB PLAN •N• FLOOR PLAN'M A 0.1.1 SLAB PERIMETER PLAN &PLEX A 0.1.2 SLAB PERIMETER PLAN 9.PLE% JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO FL 1.11.1 FLOOR PLAN OPTIONS A 1.1 FIRST FLOOR PLAN 9-PLEX THE BUILDER. FL 4.11 SECTIONS A 1.1.1 FIRST FLOOR PLAN 9-PLEX 2, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS. FL 5.11 FL 5.13.10 ELEVROOF PLAN *N' ROOF PLAN'N' A 2.1 SECOND FLOOR PLAN &PLEX 3. A 2. 1.1 SECOND FLOOR PLAN &PLEX ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.11 UTILITY PLANS'N' A 5.1 ELEVATIONS 9-PLEX 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL A 5.1.1 ELEVATIONS &-PLEX ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. LOT 73 PULSAR 'LR' A 5.1.2 ELEVATIONS &PLEX 5. A5,1 5.1.3 ELEVATIONS 9PLE% CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. FL0.1.8 SLAB PLAN .1 A5.1.4 ELEVATIONS&PLEX 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. FL 1.9 FLOOR PLAN •L' A 5.1.5 ROOF PLAN &PLEX 7• ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES FL 1.9.1 FLOOR PLAN OPTIONS A 5A.6 ROOF PLAN &PLEX WHERE APPLICABLE. FL 4.9 FL 5.9 SECTIONS ELEVATIONS DETAIL SHEETS 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A FL 5.13.8 ROOF PLAN •L• WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. FL 6.9 UTILITY PLANS'L' D-1 DETAILS 9, THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY LOT 74 PULSAR 'KR' 0�2 DETAILS DDETAILS AND SAFE E. or 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND FL 0, 1.7 SLAB PLAN •K 0-5 DETAILS 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 FL 1.0 FL 1.8.1 FLOOR PLAN'M FLOOR PLAN OPTIONS / / HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME FL 48 FL5.8 SECTIONS ELEVATIONS'K �/ 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 ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED FL 5.13.7 FL 6.8 ROOF PLANK' UTIUTY PLANS•K ,/ AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER LOT 75 - PULSAR '.I' l(n c FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. ?� 11. CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020). NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER FL 0.1.6 FL 1.7 SLAB PLANT FLOOR PLAN',r / SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. THE TO THAT ELECTRICAL F.B.C.R. FL 1.7.1 FL 4.7 FLOOR PLAN OPTIONS SECTIONS ✓ 12. IT IS RESPONSIBILITY OF THE LICENSED ELECTRICIAN ENSURE ALL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N.E.C. 2017, - 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. FL 5.7 ELEVATIONS'' 13. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW FL 5.13.6 ROOF PLAN'J' MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FL 6.7 UTIUTY PLANS•J• �• 14. ASPHALT SHINGLES (IF APPLICABLE): LOT 76 - PULSAR 'M' WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO FL 0.1.9 SLAB PLAN 'M' 'j 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 FL 1.1.10 FL 10.1 FLOOR PLAN' FLOOR PLAN OPTIONS (//� WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FL 4.10 sEcrlorvs FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE FL5.10 EIFVAT IONS•M' IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FL 5.13.9 ROOF PLAN •M' 15. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL FL 6.10 UTILITY PLANS•M' RELATED SUB SECTIONS. LOT 77 - PULSAR 'AR' 16. UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL FL0.1 SLABPLAN•A• EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR FL 1.1 F11.1 L , FLOOR PLAN'OPTIONS FLOOR PLAN O THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, FL 4.1 SECTIONS TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR FL 5.1 ELEVATIONS'A• TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS FL ROOF PUN •A' OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE 6.13 FL J UTILITY PUNs'A' MANNER. LOT 78 - PULSAR 'M' 17. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION INCLUDING BUT NOT LIMITED TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING FL 0'1.9 SLAB PLAN'M' DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. FLI.10 FL 1.10.1 FLOOR PUN OPTIONS FLOOR PLAN O 18. 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 ( FL4.10 SECTIONS DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION FL5.10 ELEVATIONS'M• 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 FL .13.9 ROOF PLAN'M• EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. FL 6.10 UTILITY PLANS'M' 19. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR LOT 79 - PULSAR 'BR' 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 FL 0.1.1 SUB PUN'B' OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FL 1.2.1 1.2 FL FLOOR PLAN O IT FLOOR PLAN OPTIONS FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. FLa.z sEcr^lo�Ny' I SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION ELEV , ,;WORK SHALL COMPLY WITH PRE ONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FFL L 5.23.1 FL 6.2 u-T'O any FLORIDA BUILDING (BODE, 21. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT w.+ Fi LOT 80 - &81Aii, M ^•s +� ELECTRIC CODE, THE TIME OF APPLICATION FOR PERMIT. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, FL0.1.11 SLAB P}�' �� ri t % -'EP �IYRHILLS OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL FL 1.12 FLOORi'Lt,111i7i TWE b "y 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. FL 1.12.1 FLOGr �,�Ly1�.. GT,S ARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26 FL a.1z secn�'`rh fl' E lJC3E ) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FL5.12 ELEVATIONS •o F U DATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO FL 5. 13.11 FL 6.12 ROOF PLAN r' LANS UTILITY PLANS'O' CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. p L F'1 A"i C)ATE DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING v �r`j\{ REVIEW � � ONENTWILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE '�L9 f !! 1 ICABLE PROVISIONS OF SECTIONS M1411.3. ii G I AA5 .e - PLAN 1. M r:' � THIS PROJECT MUST COMPLY WITH: 2020 FLORIDA BUILDING CODE RESID TIAL - 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. OCCUPANCY: RESIDENTIAL - R3 b 3 bIV b2u TYSON 9-PLEX - A LOTS 72-80 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME AREA FIRST FLOOR 1588 SF FIRST FLOOR 5469 SF SECOND FLOOR 1798 SF SECOND FLOOR 7343 SF HEATED 1386 SF HEATED 12812 SF GARAGE 226 SF GARAGE 1991 SF PORCH 132 SF PORCH 1281 SF PATIO /GOV. PORCH 80 SF PATIO /COV. PORCH 720 SF UNHEATED 336 SF UNHEATED 2992 SF CMw J F O Q W ISSUE DATE: 09.22.2023 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 c Li U � C L o C W N w X W ~ U.1 N aCn LLI � O U Q SHEET NO: T-1 Fr O U_ r .� 0 0 i s �_ e 1r = I yca T N C= OS Q VI ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 72 12 12 s❑ ❑s These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER ❑ .Mined for construction, or copied in part or in whole STRUCTURAL ENGINEER without permission from the builder. 0 2023 Starlight Homes 2ND FLOOR PL HT. — — �NQF1^�1T — — — — — — — — — — — — LAST REVISION BED 2 OWNER'S BED � 0� 1111111 4 YEeset�. ZZ Q •` ` 2ND FLOOR FIN. FUR. — — — — — /1•_1 FLOOR P H . � 15T FL VVQW. HT. — — 9 ENTRY Q LL m ❑ ❑ Q. o v � m m m 17R TAIN,,N.FAMILY RM �0'-713/32" ' 3 ` � / / fi 6'NHEIGHTATFRONT 1ST FLOOR FIN. FLR_ OF WATER CLOSET �A' `'se �' S • Q Co ee•N • ..... r, BUILDING SECTION 'N' V1 = 1'-0' AT 22"X34' LAYOUT W = 1'-0' AT 11' % 17' LAYOUT Wti a � O o W N J SHEET NO: FL 4.11 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 ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 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 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOODNINYL 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 12 5� LEFT ELEVATION 'N' 1/4" = 1'-0' AT 22'X34' LAYOUT lib" = V-0" AT 11" X 17' LAYOUT IF z�llk2.E FlOQE 2N.ND FL. WON �D FLOOR F /1 1ST FLOORP 1 STST FL. WOW 1ST FLOOR F FRONT ELEVATION 'N' 0 1/4" = V-0" AT 22X34" LAYOUT 1/8" = V-0" AT 11" X 17• LAYOUT LOT 72 2ND F}.00R P FIT 2ND FL. V HT. 2ND FLOOR FIN. FILE. _ �1�TST FLOOR PL HT_ V EL WW -H7 1ST FLOOR FIN. FLR.it REAR ELEVATION 'N' LJ 1/4" = 1'-0" AT 22"X34' LAYOUT 1/9" = 1'-0" AT 11' X 17" LAYOUT t•— x CM J � O Q I� C/1) ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: These drawings are the properly 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 )k SA BY •. • o �. �I • o O i Cr SHEET NO: FL 5.11 CD J i O Q LOT 72 O z 0 ISSUE DATE: WP/GFI @ y I��A�1 K) A/CCOND. A/C a HB � WP/GFI 09.22.2023 FOR REVIEW I REVISIONS: g WI( + E � � I�tSi Yl Si. i\/ FAMILY R?tt BED TV-4 ry �s l o - w yw J -��a AN AS L REQUIREDPER (i-ij�-+, STATE AND �1�1 CU LOCALBUILDING / CODE ^ \ ' •� �-( These drawings are the properly of Stadight Homes and are not t0 be c o b 3 c -- D G w r I t i x2o DISHWASHER1 DISPOSAL. — � I J. \ !• ! utilized for construction, or copied in art or in whole P P my w K m a < o S 4 g § D w r w o 8 R O o -� + VP'Y' GFI , r — '�. .. ` :. ; , 1 # FI I ' I HVAC i I� MICROWAVE",,GFI SERVICE� ,. P 1, \ l without permission from the builder. 0 2023 Starlight Homes STANDARD ELECTRICAL BOX HEIGHTS,' ; I I I f��, t I [ # -' / L PANELo ®g-"'' Rw PUMP u E Oil TO LIGHT/ t3--'ram O IF REO ` SWITCH eo E LAST REVISION '., LLII ( TO LIGHT/ i SWITCH - vy l,4, KEVLE66 [ i BELOW' f; IGI 1N ` \ 30A ELEC / �s \ WATER HEATER �/� �^^ ([--� qq g- GARAGE 11 -- / fi SERVICE PANEL l SIZE AND LOCATION I I PER BUILDERS LAST SAVED BY: TTIC SPECIFICATIONS I I AND LOCAL CODES / ELECTRIC METER %\y RED 3 i�. i!E f: KEYLESS / _// / TELEPHONE/ TELEVISION \• 1- �'v SERVICE BOX m a { y BED G Y \ I /GFI DOOR OPENER ITV _ F BASE CABINET / \ I / \ WP/GFI O Z CABINET 4 m ) Y i.),3,, , �/ N /� Q SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER( SHOWN) 0. 60 J OVER BATH CABINETS OVER KITCHEN CABINETS n SECOND FLOOR PLAN 'N' n FIRST FLOOR PLAN 'N' J j 1/4• = 1'-0• AT 22'X34• LAYOUT = 1'-0' AT 11' X 1T LAYOUT 1/4' = 1'-0• AT 22•X34• LAYOUT = V-0• AT 11' X 17• LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 DUPLEX WTLET P}WPIM WEATHEEIR FGFIWPLEXWTLET © CHIMES CEA.1W FAN {�} CEILING MOUNlEO WCANDESCENT (p T LIGHTFaTURE PUSHBURONSWITCH __ ADEQUATE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED •SUITABLE FOR WET OR DAMP LOCATIONS.' 0." GROUND -FAULT CIRCVIFINTERRUPTER Dup Ou T 110V SMOI� DETECTOR WALL MOUNTED INCANDESCENT ® HARVNIREDAND INTER CEILING FAN WITH NCAIIDESLENt LIGHTFIXTURE EE-ECTED w/BATTERr BACK I� LIGHT 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. HALF—HEOWPLEXOUTLET }p YOLT WTLET y RECESSED INCANDESGEWLIGHTFp BE cm MTE­ (PROVIDEADEOUATESL9— f^Pl CEILNG MOUNTED IED—RE HMDWRiED AIA +NTEa MI • YAPOR PROOF® CONNECTED W/4ATTERY PROVIDE - AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED By NATIONAL ELECTRICAL CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Oi REINFORCEDANCTpN BO% 1 $ eACXam O EYHAUSTFAN (.W T0EXTER*R) O TRENMOSTAT ­0 GAS SUPPLY WITH VALVE ✓a- - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. w ALL svrtcN T�° EXHAUSTE—GHTcasrcuTroN ro ExTEB-0 Jn ryENT © Y� - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S n EE-WAY Mw 11 i a fWFWAY swrtcH LM-wATER STM WT FLWRESCENTLIGHTFORLWE ELECTRIC METER ® v ELECTRIC PANEL � SHEET NO: WRITTEN VOLTAGE / LOW —ET ALL SWNGe TECH Hue B-TEM � DWCONNECTSWRCH W INSTRUCTKKJS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.11 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. - i O fi— cz +— w J � cr x Q H ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 73 12 12 6 These drawings are the property of Starlight 6 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 binder. 0 2023 Starlight Homes LAST REVISION (7�NQ_FLOOR PL. Hi. - - �� No FLWQLA_HT — — — — — OWNER'S BED 2 BED LAST SAVAQ AY; 2NQ_ FLOOR FIN. FLR. - -!•! V• FWOR PL Imo'T _ - - - �♦ ! N••••y FL_WLA HT - - - - 0 ... � 4 z ENTRY : w / FAMILY RM � � m J 4 m O m Li j U 3 "- "" `� i MAINTAIN MIN 17R Q 0' 7 13/32' . 6'-8' HEIGHT AT FRONT OF WATER CLOSET J +� • 1ST FLOOR FIN. FLR - y€� !,®!••! O LII`+ �1 WLU J � v BUILDING SECTION 'Lr a H ' u 1/4" = P-0' AT 22"X3 "LAYOUT 1/8" = 1'-O" AT 11" X 17" LAYOUT O SHEET NO: FL 4.9 ELEVATION KEYNOTE LEGEND E2 IMASONRY 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 ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ S/4x4 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING W/ 1%3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 73 N FLO R F N FL, VVQ�A 7ND 2F1043F QJ 1ST FLOORP 1ST FL AM Q 1ST FI-00R-f 0FRONT ELEVATION LLF 1/4' = 1'-0' AT 22'%34' LAYOUT W = 1'-O' AT 11' X 17' LAYOUT 2ND FLOOR qi 2ND FL. yOVV 12ND FLOOR I qS1 �1 ST 0 21 ql 1ST FL. WOW ST FLOOR F r. REAR ELEVATION U 1/d' = 1%' AT 2YX34' LAYOUT 1.8 = 1'-0' AT 11' % /7- LAYOUT Qm� G- x CM +- w J E O C= 2 Q ll— ISSUE DATE: 09.22.2023 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 budder. 0 2023 Starlight Homes LAST REVISION LAST SA 0 •• •N•y •• � vas '• •°�'�r O Z — OI � LU a� > d� W JO SHEET NO: FL 5.9 a O r r i 4 e F- C:3 CC Q w LOT 73 z _. _... O U '~w v+ �..)A.1..1ii acconro ac U HBf ISSUE DATE: 09.22.2023 FOR 1. wP/GFI REVIEW g VJiC: i REVISIONS: l ); FAMILY FIM BE D� " c / rv-4" AN AS \ REQUIRED PER STATE AND LOCAL BUILDING ; CODE These drawings are the w o \ property of Starlight Homes to be DISHWASHER !GFI r 3 DISPOSAL KITCHEN i+ a k zzo I' and are not utilized for construction, Or copied IB pall 0r In whole o . T z w m w L) F, �W oa without permission from the budder. 0 2023 GFl _�' MICROWAVE ; - SERVICE 3 `- E VAC j '. L Starlight Homes LAST REVISION PANEL _�c� .. _ ... � -0� REC.PUMP, TO LIGHT/ STANDARD ELECTRICAL BOX HEIGHTS I i f< A—� O IF RED. SWITCH % O , ABOVE TO LIGHT/ " -- SWITCH _ = 30A. ELEC. A ' ESS - BELOW (( \\ WATER HEATER �// .--3 1 / SERVICEPANEL LAOCATION LIGHTIN PER BUILDERS ygr j{,'.�.. KEYLFICATIONS LAST SAVED BY: SPEC wnu cnBINE TTIC AND LOCAL CODES / ELECTRIC METER \ TELEPBED / KEVLE\ / / I\,ENTRY SERVICE - / 3 % t t \/GFI DOOR \ __ " OPENER \ �IFIN sa cieli�Ei m i BASE cAelNer € m i \ 1 m I1 __----.•_.-.� - __ _ - I -- . mil N W - J (n IL -- _-I.- a SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P.OUTIETREQUIREDNEAR A/C CONDENSER (NOT SHOWN) O OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN LLr FIRST FLOOR PLAN U J 1/11 = 1'-LY AT 22"X3A' LAYOUT = V-.' AT 11- % 11- LAYOUT 1/6' = 1'-0" AT 22"X34' LAYOUT = 11 AT 11- X 11 LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. # wwLEx OU T 1 © C—S n - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL �} csawG AauNTEO wcAN -FNT cEKWC FAN �w>roD WEATHERPROOF GFI—LE%OUTLET LIGHTFORURE PUSHBUTTON SWITCH IPROVIDEADEOUATESUPPORT) ODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. v DETECTOR - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. Gq GFOUNOFAULT CIRCUITHNTERRUPTER HAR S ED TER" WALL MOUNTED INCANDESCENT ® AND IN - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED"SUITABLE FOR WET OR DAMP LOCATIONS." DUPLEX ounET LK;HTFIXTURE CON-NECTE.E—D W/BATTERY CEILING FAN WITH INCANDESCENT BACK-UP LIGHT FgnImE �n{ - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE H HALFSWITCHED WPLEKOURET y 1E11sEDINCANDE111LIG1-111 coz DErECTOR % (PROVDEADEOUATESUPP ) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. fY^} oR CEILING MouNTEDLEO Fonur+E HARgVIREDAND INTER V �OVOLTO°q-� (w) v��� ®reowr BArTERr - 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. O O E—STFAN(VENTT0I—F-) TIEgMOSTAT —® GAS SUPPLY WITH VALVE REINFORCED JUNCTKIN BOK OT - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ri EKHAusTFANAIGHT—WA1- - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS, wAu swDCH LT IVENTTOE%TER ) ® V� - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # a THREE-wAv svlTCH �w ,M WATER srue our - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ® FLuogES—TLK:HTFmuRE e ELECTRIC METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. a —A WAY swlrcH 0 ELECTRIC PANEL - PRO VIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: wAuscoNCE LOWVOLrAGEOUTLET TECHHUBSYSTEM DISCONNECT RITTEN INSTgUCTKINS. , SWITCH - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.9 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. WALL LEGEND ------ram FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD, GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION, PROVIDE 1 3/8" SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS- 1/2" 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 7/2"X54" SIZE) 9 ITEMPEREDSAFETYGLASS 17 HALF WALL, HEIGHT AS NOTED 14 TUB-SHOWERCOMRO 76 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS SEE COMPOSITE DRAWINGSFOR LOCATION OF ADJACENT UNIT LOT 74 l 1 R L4.e Z I 6'-2 3 4' 6' 8 1/4' o I I3050 SH 3050 SH SEE COMPOSITE DRAWINGS FOR i I I ' EGRESS SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT i LOCATION OF ADJACENT UNIT I I I I I I I WIC OWNER'S I I BED I 0. BA !I 8'-i" CLG. o_ 2a 12" to'-c 1rz" Ike, 2468 I I - 7 trz" 5'-5 1rz' 3'-21/2" 5068 DN' m (. '4r 1 - 14 I.. "- a HVAC mJ - � I 14 VANITY � I �C BA 2 1'0 2.31/2 1:. - Ie'-1" CLG. _ _ _ 2068 Z " I WIC - 2468 ----- o C I 4 I I24sg I' 5'3 12' 4'A 1/2' , I it 1: I BED 2 I = BED 3 8'-1"CLG. I 8'-1"CLG. I' I'EGRESS 'EGRESS I I SEE COMPOSITE I 5'-9" �� J73'-it 1rz" 4'-21rz" —� 5'-9" ' t-SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION OF 9 $ 1rz 9-it 1rz ADJACENT UNIT LOCATION OF 19'3` ADJACENT UNIT SECOND FLOOR PLAN ELEV 'K' 1/4' = V-0" AT 22"X34" LAYOUT 1B" = 1'-0" AT 11" X 17' LAYOUT e SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT R 1 FL 4.8 R 31/2" 10'-0" 9'A 112" PATIO A� 4'.7 1/2" 8'-10 V2" 6'-2' 6068 .GD 3050 SH 3050 SEE OPT. ATRIUM DOOR ON SHEET 1 / FIL I I FAMILY RM 1/2" 9'-9 1/2' dW II 2868 HANDICAP ACCESS - I= ' KITCHEN 12 O O REF L O WH 1 7 i f 'I 112" T-6 1/2" VERIFY LOCATION IN FIELD SEE COMPOSITE DRAWINGSFOR LOCATION OF ADJACENT UNIT It=O/I-1- LINE OF 'DR I CLIPPED CLG. 7 CLG:' ^---= = 1 WALL HT. DP GARAGE O ENTRY I 9'-1" CLG. ; I I I I I SOFFIT, SEE EXTERIOR ELEV I 9 I 12 SH E-11/2' 3'8" 2'-51rz" 8070SECTIONAL PORCH 4 --91128'-0"-91/211" 6.1.. 1''2" SEECOMPOSITE 1V-7" e'-i" DRAWINGS FOR LOCATION OF ADJACENT UNIT FIRST FLOOR PLAN ELEV'K' 1/4" = V-0" AT 22"X34" LAYOUT 1/B" = l'-0" AT 11" X 17" LAYOUT F- x CD � f O 2 Oct ISSUE DATE: 09.22.2023 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. b 2023 Starlight Homes LAST REVISION 0111 1 !! t II// SAV Y: 41 ♦ ♦ � o! �i0 V Z .. eJ C. `s X N W ~ a a 0 O LL SHEET NO: FL 1.8 CD J E 0 Q ll— Cn ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 74 12 12 These drawings are the property of Starlight 5 �5 Homes and are not to be ROOF TRUSSES PER utilized for construction, or copied in part or in whole STRUCTURAL ENGINEER without permission trom the builder. 0 2023 Starlight Homes LAST REVISION 2No FLOOR PLHT. — — 2ND FL— Hi. BED 2 OWNER'S BED 4 m LASTS v: 2ND FLOOR FIN. FUR._ 1ST FLOOR PL. HT. — _ — — 1STFLWOW.HT. _ _ — _ — _ — — — — — — i ENTRY ; w ; FAMILY RM ~ U m J Y L '00 4qi •# V6 •'•• • I- 3 MAINTAIN MIN. 17R0'-713/32'• 6'-8"HEIGHT AT FRONT 1ST FLOOR FINFLR _ - Of WATER CLOSET _ _ • -0Y•: *Poo •• ®• BUILDING SECTION 'K' 11/ = 1'-0" AT 22X3 "LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT a H O W N CY J SHEET NO: FL 4.8 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 ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5MX4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16. O.C. (VINYL BOARD AND BATTEN SIDING) E76 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL 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 n 2ND FLOOR F ST FLOOR P ST FL. WOW LOT 74 1ST FLOOR F 2ND FLOOR 2ND EL M 2ND FLOORI ST FLOOR F ST FL. WON 1ST FLOOR F FRONT ELEVATION 'K' 1/4• = V-0' AT 22134• LAYOUT 10 = 1•-0• AT 11' x 17• LAYOUT REAR ELEVATION 'K' 2 va• = r-o• AT 27x3a• uvour 1i9• = r-o• AT i r x n• Lavour rF- x _ N J f 0 Q fl— ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: c� 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 Q � Cori � Y o Q y � Z Ik A J i - I x n�ja - W ti 0 d > =o a d) O W J W SHEET NO: FL 5.8 ROOF VENT CALL. ELEV. 'K' Name Area 1-S RATIO AT HIGH 8 LOW N'2' RATIO AT HIGH & LOW AREA 1 646 SF 202.96 hO 405,921.0 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 11150 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 WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING, REQUIRED. THE REQUIRED VENTILATION SHALL BE 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 OF 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 FRAMED 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 VENTILATION 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: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO 0 TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW 0 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 MAIN RIDGE. LOT 74 ROOF PLAN 'K' 1/4' = V-0' AT 22134' LAYOUT 1/a' = 1`0' AT 11- X 17" LAYOUT 4 r� CD J i O I Q tl— ISSUE DATE: 09.22.2023 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 buider. 0 2023 Starlight Homes LAST REVISION LAST SAV. SHEET NO: FL 5.13.7 CM J � LOT 74 I a _ 0 WP/GFI @ y 9.22. 023 TEFOR I'A f 1C.7 ac COND. o AC oISSUE He i ` P/GFI REVIEW _£ REVISIONS: lt�/`t" k If FAMILY RM 1 j C7VvNH t ►TV I 7 AN AS 3< \ / REQUIRED PER f /- STATE AND o i xJ1 LOCAL BUILDING w CODE These drawings are the eGF � property of Starlight o = � � ( i DISHWASHER--T \ I; � �N LL DISPOSAL —? �"T • K I I (, I' I I f 220 �' sal i �, �� Homes and are not to be utilized for construction, or 4 a - T I� Dm o i ; I II s,D d w s m '+ 4 a ®� _ \ i _. IT e y w '" z '^ m GFI h MICROWAVE I )/ �,.1z �s711GFd ° w j copied in part or in whole without permission from the builder, 0 2023 Stad'ght Homes LAST REVISION HVAC SERVICES >.7 I_ PANEL L _ c LL LL ° a '� (, , , ® , ( N REC PUMP,,,' OEI TS LIGHT/ :.i IF REQ. 'a ABOVE - LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS TO LIGHT/ - 30A. ELEC. SWITCH _ KEYLESS = \ WATER HEATER / =� 1 SERVICE PANEL / BELOW t SIZE AND LOCATION GHT IN 'I n PER BUILDERS y... ... \ (. A RAG11: — ! TTIG// I SPECIFICATIONS ... — E ENDC LOCAL CODES/ wut cAewET / I LETRIC METER j - 111 ! / TELEPHONE/ TELEVISION E ] I 3.- KEYLE53 /! �. `I_ 1 v i ! i ! (J' SERVICE BOX ENTRY }} t';;t1 vt /CEILING\ i i Y BED L' I /GFI DOOR \ I YYY OPENER } / \ \ WP/GFI RGRVEMT BA=EGABWET jjjj€ 'Cn Q c Y CABI NET ILI Z ------------------ I He NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SWITCH AND RECEPTACLE BOXES SWITCH AND 'K' 'K' 1 O J RECEPTACLE BOXES SECOND FLOOR PLAN FIRST FLOOR PLAN OVER BATH CABINETS OVER KITCHEN CABINETS n 1 7/4" = 1'-0' AT 22'X34" LAVOIJT = 1'-0' AT 11' X 17' LAYOUT 1/4' = 1'-0' AT 22'%34" LAYOUT = 1'-0' AT 11' X 17' LAYOUT J NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. DUPLEz WTLET © C.— PRO IDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CEAWGNOUNTED wCANOESGENT CEAwG FAx WEATIERPROOF GFI WPLEX WTLET LIGHTFIXMVE PUSHBUTTON SWITCH (P­ ADEWATE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. � - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. °Fl GRDUNG.FAMT CIRCU INTEaiUPTER H. sMacE AN IN RT '1(y} WALLMDUNTEO INCANDESCENT ® HARDWREO AND INTER CEILBIGFAN WRHWCANCESCENT WPLE%WTLET Y LIGHTFIXTURE CONNECTED W/BATTERY (((\\\ - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED"SUITABLE FOR WET OR DAMP LOCATIONS." � LCHTFIXTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENTONLV. THESE SYSTEMS SHALL BE ENGINEERED BYOTHERS. THE 1f HAL—ITCHEDWPLE%OUTLET y FECES EOINCANOEWENT LIGHT FIXTURE CO2 WlECTOR / (PROVIDE ADEQUATE SLP T) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. {'P} (�1 EA pew_ D LED F°nuRE ® HARDWIRED AND INMR V zzo voLT WnET W/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY IIA-PTED NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O REINFORCED JJNCTION 1-0 EXHAUST FAN I— TO E%TERK%TI O THERMDSTAT GAS SUPPLY WITH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL .1, CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® TELEPHONE . HOSE BIBB WALL swrtcH {y E%HAUSTFANAIGHT—INATION - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HODK-UPS/CUTOFFS. T VEN (TTOE% F-) © TELEVISION ;ia - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. THREE WAY SWITCN tp-WATER STUB WT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 11 RLIORFSCENT L�cHTFxruRE a ELECTRIC METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. $ a FWawAY MIT H ® o ELECTRIC PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S wnu scGNCE SHEET NO: Lvx voLTAGE WTLET swrtw waTTEN INsmucTlDNs. / TECH HUB SYSIEM i DIScor++ECT - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE ^ ^� A.� r b HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. i i s v 0 0 I Y M A v 0 rr CM +— w J � � x Q tr :n ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 75 2 12 6 phase drawings are the 6 � property of Staright 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 budder. 0 2023 Starlight Homes 2�QOR�L/1 NOD FL. V%U HT. �/ LAST REVISION OWNER'S BED 2 m 4 BED ``��� L T SAAD 13 o' 2ND FLOOR FIN. Fes\ `` O'� ,• . — — — — 1 S�OR PLC\V U Z 4 ® ra FAMILY RM ¢ ENTRY 4 m J U QLL m w O y $ 6® ` MAINTAINMIN. �� �' 17RQ0'-713(!T 6'-8' HEIGHT AT FRONT OF WATER CLOSET 100 _ 1ST FLOOR FIN. FLR. n ;'t' .-ft �� • 1 ,� BUILDING SECTION'S U 1/4' = 1'-0' AT 27L" LAYOUT 118' = 10- '- AT 1,- X 17- LAYOUT W d �0 C0 O W SHEET NO: FL 4.7 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8- SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EOUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOP ER W/5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ iX3 BATTS AT 16- O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODVINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72. ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 75 f- x CM J � O 3: Q ISSUE DATE: 2ND FLOOR HT. PL. O9,ZZ.ZOZ3 FOR -2NQFL WDW HT. REVIEW FRONT ELEVATION'S 1/V = 1'-0' AT 22'X34' LAYOUT 10 = 1'-0' AT 11' X 17' LAYOUT REAR ELEVATION 'J' 1/4' = 1'-0' AT 2YX34' LAYOUT 1B' = 1'-0' AT 11' % 17' LAYOUT 2ND FLOOR FIN. FI,R, _1ST FLOOR PL HT & — 1ST FL. WDW. ff /1 4• 1ST FLOOR FIN. F -15_ 2ND FLOOR PL. HT& _2ND FL. VVDW. Hj—& W ELQQRFRLFLR & 1ST FLOOR PL. H _1STFL. WOW HT& REVISION These drawings are the properly of Stadtght 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 LAS �1��11114 'f' lb C !f ✓� V +Q 57 ,✓dye � ®,lbi >C� W O EL- > O W 1$T FLOOR FIN FLR,- & _ �/ SHEET NO: FL 5.7 CZ UT J � O LOT 75 Q Q _ h WP/GFI s A/CCONO. PATIO o ac ISSUE DATE: � HB WP,GFI ' 09.22.2023 FOR REVIEW REVISIONS: OWNERS �ij 1 BED sj H v 1't;LB TVA.` m o € FAN AS 1 REQUIRED PER STATE AND LOCAL BUILDING 3 r- g w CODE �. These drawings are the g m < < LL LL o — - § q /t cFl FT �° ACFI = s DISHWASHER I / KITCHEN i �' Tl! € t.,,"€ ilk'. i V DISPOSAL props ofSladight Homsa re not to be utilized for construction, or H G w ; a FIX € % ii I € '/ — ( copied in part or in whole without permission from the builder. 0 2023 y w 9< m{ g o� a o < ® k° m",�.m-� VP AC l )GFA. \ { }� fl:°9,i,:., / 'i` —. MICROWAVE (® { SERVICE Starlight Homes IA > ,,,. PANEL LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS (r'''� - " ',\ L.x ' % I s ':;Lt.. [ € +i. 1170 LIGHT/' © REC.PUMP, yy ABOVE SWITCH IF RED, TO LIGHT/ I QQ ' SWITCHI "'CCCfff - BELOW KEYLESS I3 ^A� d, ''� ;",,., II - p� 30A. ELEC. SERVICE PANEL ; ` €,..,„. \ WATER HEATER SIZE AND LOCATION LAST SAVED BY: AU CABINET- LIGHT IN ATTIC {; PER BUILDERS SPECIFICATIONS AND LOCAL CODES / ELECTRIC METER Ow TELEPHONE/ IF LESION TELEVISION , \ / I� r3 SERVICE BOX �: L N R € ./ •\ ,L, KEYLESS ,1 /•{�} I iIt / ®�® I B E D G ii /CEILING\0. i GFI DOOR \ I q+ OPENER YYY i I \ t I[ 3THIGHYANDY BASE CABINET }f j€ I { I / \ Y \ {'� - 2 CABINET - h f I 3i i€ CM f. 3 m L , i W J J a H NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) J SWITCH AND SWITCH AND RECEPTACI OVER BATH CABINETS RECEPTACLE BOXES OVER KITCHEN CABINETSE BOXES SECOND FLOOR PLAN LJL FIRST FLOOR PLAN LJL 2 1/4" = 1'-0" AT 22"Z LAYOUT = 1'-0" AT 11' X 17" LAYOUT 1/4" = V-0' AT 22 X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT -j NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL DUPLEX OUTLET aWEATHERPROOF GFI WPLEX WILET © cwAes ¢ LE�I)LTXNG UA�D INCANDESCENT PUSHBUTTON SWITCH CEILING FAN (PROVOCADE°UATESUPPORI) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS." a BVI GROUNOFAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET µ�y,, 110V SNKX(EDETECTOR WALL UNTED INCANDESCENT CONNECTED AND ICIER- MO ® WALL IXTURE CONNECTED WIBATIERY BACK{R CEILINGFANWITHINCANDESCENT LIGHTFIXTURE ' ELECTRICAL SYSTEMS ARE SHOWNFOR INTENTONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. Tf HALFSWITCHED DUPLEX OUT -ET azvz 28T VOLT OUTLET y RECESS ENINCANDESCENTLIGHr FIXTURE —DETECTOR {9'°} (R). ING MJUN F LED FIXTURE ® HA. -FIEND wTER- (VP) •VAPOR PROOF CONNECTED W/BATTERY (PROVIDE ADEDWTE SUPPORT) - 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. REINFORCED JUNCTgN BO% BACKUP Q EXHAUST FAN (VENT TO EXTERIOR) T1ERApSTAT H 0 GAS SUPPLY WITH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REOUIREMENTS OF ALL GOVERNING CODES. - —SWITCH WAY ....11.... ® TELEPHONE {� EXHAUST FANAIGNT CONIBINATKKJ �� HOSEBIBB ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. T ryENi 1'O EXTERroR) © TELEWspN - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, #a THREE swnCH 94 ® ELECmICAIETER 8 �w 1N•wATER srua our SHEET NO: 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 FOUX—Y SWITCHFLuoRESCENrLX3HTFIXTURE o ELECTHX: PANEL LOW VOLTAGE OUTLET / TECH HUBsrsTEM DMOONNECTGEITCH wnu SCONCE WRITTEN INSIRUCTONS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.7 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. x Gm - w J � Q fH ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 76 12 12 6� �6 These drawings are property of Starlight the Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION ND FLOOR PL� _ _ _ _ _ _ _ _ 2ND FL VwW-ff--& m 4 OWNER'S BED 2 ' 2ND FLOOR FIN. FLR. n �1 00W..y �Y T SAVED BYC i //® 0 °°° ° ° • ° 1ST FLOOR_PL HT. — 1ST.ELV'VW HT..._I1 _ _ _ — _ _ lI e` dSi @' ,- co CIA ' PDF z q & FAMILY RM ; w ENTRY MAINTAINMIN 17R�0'-713/32" 6 8 HEIGHT AT FRONT OF WATER CLOSET \ ..../� _ 1ST FLOOR FIN. F� r lilt - — BUILDING SECTION V 114" = V-0" AT 22"X3 " LAYOUT 1/e" = V-0' AT 11" X 17" LAYOUT J r V/ 0 W SHEET NO: FL 4.10 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 ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4X4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4X4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16.O.C. (VINYL BOARD AND BATTEN SIDING) E12 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 FALSE WOODIVINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. LOT 76 IN on r, FRONT ELEVATION V 1/4" = 1'-O" AT22"X34" LAYOUT i/8' = 1'-0" AT 11' X 17" LAYOUT REAR ELEVATION V 1/d' = V-0' AT 22'X34' LAYOUT 1/8' = 1'-0" AT 11" X 17- LAYOUT rI— x C3 - w J � O ♦� I Q fl— C4 LOOR PL. Hr. ISSUE DATE: 09.22.2023 FOR FL VQW HT. REVIEW REVISIONS: )OR FIN. Fes\ LOOR PL FL -V\DW. HT_ n These drawings are the property of Starlight Homes and are not to be utilized for construction, or )OR FIN. FLR�& copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION tit if T AVE D6Y: �o x. 0 •� �W Y 1/�gQ41 w c It ` _ y Q" O A • 0` _OOR PL -L-L_WQ. n IOR FIN. F� _OOR EL HT. n 1 iASY V WN ti N O a > O J w J ,OR FIN. F� SHEET NO: FL 5.10 CM ce Q LOT 7 U Z O Ili ,^ VJ ISSUE DATE: 09.22.2023 FOR O WP/GFI @ � ac o❑ A/C CONIC. \ ��A...f..K..) He 1�1 WP/GFI Gb[r}� _,.1.-.4, �m .._... _ mMw , - n�_ -- ,,,,- R...X r--1"-t REVIEW REVISIONS: Q�"i WjE FFiIf Y 3P,� OWNERS ? 1P \ / I IIATV . O w 5 � ' FAN AS \ REQUIRED PER _ s1 STATE AND�• i LOCAL BUILDING y 1 w � ° w w J m t < < 0 y 1 CODE / _ -Al_ t GPI f 4 Gnt IGFI l I g '; --DISHWASHER C These drawings are e ih property of Stadlght Homes and are not to be utilized for conslNctlon, or z w k a o m I r� E K! TC E i E y � � DISPOSAL copied in part or in whole w m� _ / zzoV r't € [ ;-�(}( without permission from the builder. 0 2023 n w ° IX o m , \®;. f' '/ — tc I MICROWAVE Starlight Homes IA w i m i O i o VP 7 HVAC 1 bFIfl SERVICE LAST REVISION �:.. REC. PUMP jjj TSLIGHT/SWITCHf STANDARD ELECTRICAL BOX HEIGHTS .ro LIGHT/t�9 IIGGHT/ ABOVE i 1 O„ IF REO �pSITCH/d��' I E�b I - j \ „�,-I 1 BLOW KEYLESS jjj A f € SERVICE PANEL SIZE AND LOCATION WATER HEATER --� LAST SAVED BY: - LIGHT IN j t _ ri� ATTIC {,,yy 'D" PER BUILDERS SPECIFICATONS AND LOCAL CODES / iyi / 1 'u''i�- i " ELECTRIC METER �g C14' { TELEPHONE/ �4` sCC TELEVISION SERVICE BOX —� , KEYLESS \ t t- F tN I r{Y v /T`CEILNG\ rym a BLE' f Y GFI DOOR\ � OPENER c 1. H4H ITV Y 4 BASE CABINET ^ - WP/GFI co 6 f3TBINET m W HBB------- — ^cn li H SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) 6 O J SECOND FLOOR PLAN V FIRST FLOOR PLAN V OVER BATH CABINETS OVER KITCHEN CABINETS z n J 1/4' = V-0" AT 22'XW LAYOUT = 1'-0' AT 11' X 17' LAYOUT 1/4' = 1'-0' AT 22'. LAYOUT = 1--0' AT 11' X 17- LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCA) AS REQUIRED BY NATIONAL ELECTRICAL 0 DUPLEX OUTLET wv�I WEATERPROOF GFI WPLE%CURET © CH(NEs CEI FIXTUPNTED INCANDESCENT LIGHTFIXTURE PUSHBUTTONSWGCH cEAING FAN (PROVgE ADEGWTE BUPPORTI CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. � - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS.cw - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE UBLED'SUITABLE FOR WET OR DAMP LOCATIONS.' GroLWOFAULTCIRcuIT-wTERRLmTER DLNEXWRET iH;R°Y SMOI�DETECTOR '�(y} ALL MWNIED wCANWSCENi ® DWHiED'U�INiER' 'Y LMNTFY[iURE cpdIECTEDwiBATTERY BACKUP (� n CEILING FANWRHwCANDES W y` �i uGHT FIXTURE ' ELECTRICAL SYSTEMS ARE SHOWN FOR I NTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE 4} HALFawncHEDWPLE.—T RECEssEDINUWE LIGHT FIXTURE coz DETECTOR LEDFIX C \ (—VVE AOEDIMTE SUP—T) V CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. uw P20 VOLT OURET �PICEV�pG�Mo�U� HARDWIRED AND INTER CONNECTED W/ BATTERY - - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O REI'•aF°"cED.uncraN eo% # BACK-UP Q EXHAUST FAN (VENT TO EI[tERKIRI THERMOSTAT O ® TELEPHONE F—® GASSUPPLYwITHVALVE re HosE Blee - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. wAu swrtcH E%INUSTFAWLIGHTCp AA1- VENT TO E%TERK%il t' © TELEV.- - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S THEE—SM.— $ a FOURWAT swrtcH ® FLuoREscENTLIGHT FucTURE 8 ELECTHIE AeTER C7 ELECTRK: PANEL � ,N-WATERSTUBOUT SHEET NO: V HOTEN 1- UETKms. , Low VOLTAGE CUTLET TECH HUB SYSTEM DBCONNECT SWDCH WALL SCONCE F L 6.10 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. rr- CD � m - w J i O I Q ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 77 ,2 12 5� �S These drawings are the ROOF TRUSSES PER property of Starlight Homes and are not to be STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from zN FLOOEIL,tir. — 2ND FL WDW. HT. _ _ _ _ _ _ _ _ _ _ _ _ _ _ BED 2 OWNER'S BED 4 m the builder. 0 2023 Starlight Homes LAST REVISION r `z,,��111119 JAICD B p J 2ND FLOOR FIN. FUR. _ _ _ _ _ 1ST FLOOR PL. HT. _ _ _ _ 1ST FL -WOW HT. ` •!�� v w q z ENTRY LL FAMILY RM m O mU . g L zo { 3 MAINTAIN MIN. 17R �0'-713/37 6'e"HEIGHT A7 FRONT OF WATER CLOSET 1ST FLOOR FIN FURL ✓ w, ®O Y BUILDING SECTION'A' 1'-0" AT 22"X34" LAYOUT W = 1'-0" AT 11" X 17" LAYOUT W ti J N a o� O o v W SHEET NO: FL 4.1 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 ROORWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16-O.C. (VINYL BOARD AND BATTEN SIDING) E16 1%FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, S1ZE 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 12020) RESIDENTIAL. 2N PLOOR P 2ND FL Wm 2ND FLOOR F I FLOORS v 1ST FL. MM LOT 77 1ST FLOOR F 2ND FLOOR' 2ND FL VVDV 2ND FLOOR' 7 1ST FLOQ-P f q 1ST FL. VvD1A 1ST FLOOR F r, FRONT ELEVATION 'A' 1/4' = 1'-0' AT 22'X34' LAYOUT I W = 1•-0' AT 11' X 17' LAYOUT REAR ELEVATION 'A' 114' = 1'-0' AT 22X34' LAYOUT 1/6' = i'-0' AT 11' X 17' LAYOUT x C3 J � O 2 Q ISSUE DATE: 09.22.2023 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 SAVE*Y: e�j�I i a d Q e �'� ►1$t� �tr W N O a GJ.. o� 4 W SHEET NO: FL 5.1 iH CM # _ IT w J f LOT 77 O a U Z -. 0 O !w V' WP/GFI @ m t3-I-I,� aC COND. o r i I ac o H� / ISSUE DATE: WP/GFI 09.22.2023 FOR REVIEW REVISIONS: I J WN < E \ ffTV Tv F t p, `+, AN AS{ REEQUIQUI RED PER STATE AND I °e LOCAL BUILDING TW; - W m w CODE 1 +. These drawings are the LL ° W _ �� \ DlsnwnsHER \ property of Starlight Homes and are not to be for F E ° ' I 220 _ p r' DISPOSAL Ii. � � utilized construction, or m G a w �< o = �D r S �} ii ® b \ copied in part or u1 whole without permission from Y ° < w m e LL F a a 4 m w= _ a g . o o Y ,� @ GFI I FI MICROWAVE I the builder. 0 2023 Starlight Homes w 2�t! SERVICEoa PANEL N ...;� LL r ��th .c . ® _..,. LAST REVISION G / •' I ' t REC. PUMP, - O IF REQ. O ; ; TO LIGHT/ I SWITCH STANDARD ELECTRICAL BOX HEIGHTS t I I�. KEYLESS IGHT IN M.. f ' TO LIGHT/ '- SWITCH -_ ;. BELOW - ' - \ QOA. ELEC. WATER HEATER / € ABOVE j I - / t ! jj{ .t i- E I SERVICE PANEL SIZE AND LOCATION PER BUILDERS LAST SAVED BY: SPECIFICATIONS WALL_eNE —' - �%�---_-- ` / \� i - — - _py AND LOCAL CODES / ELECTRIC METER L TELEPHONE/ TELEVISION KEYLESS i SERVICE BOX \ /OFT DOORS II \ I / OPENER10 4GR m W HCHVANl i° o BASE. -NET DA&NET = f / \ MM W Q Cl) tHB Uj _ NOTE: EXTERIOR '.OUTLET REQUIRED NEAR aC CONDENSER (NOT SHOWN) J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN W FIRST FLOOR PLAN W O J 2 1/4' = 1' 0" AT 22'X34 LAYOUT = 1'-0' AT 11" X 17" LAYOUT `% 1/4' = 1'-0' AT 22"X34' LAYOUT = 1--0' AT 11' X 111. NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI)AS REQUIRED BY NATIONAL ELECTRICAL WEATHERPROOF GFI WPLEX OUTLET ® CHIWS T LGHTFIXIURETED NICANDESCENT PUSHBUTTIXJ SWRCH EILWG FAN (PROVIDE AGEQIMTE SUPPORT) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. *wpmFl - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE IABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' IF' GRouNGFAIAT CIRCUITNTEIWUPTER °xa/' w +Iovs E. DETECTOR 1j(JJ ALL AOINTED NCANDESCENT ® E0NNE. ED A 1XX 1 cdINECTED W/BATTERY LA:HTFIXTURE BADKW (� CEILING FAN W ITH NCANDESCENL \ LA'dITFIXTWE - ELECTRIC AL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATIONAND PLACEMENT. An� tt HNFSWITCHEDDUPLEAOURET ,y- RECESSED INCANDESCENT LIGHT Fl— —DETER i"P} QRCELNGMQUNTEDIEDF— HM ED AND INTER ® IPROVOE ADEQUATE SUPPORT) 4m.• Z�VOLT OIfILET (vPI•vMOR Pi10OF ONNECTED Wi BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, RENFapcED.uNCTpNaoz OACNUP 0 EX STFAN(VENTTOEXTEFM) THERNOSTAT OT ­0 GAS sup —WITH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - $ wAu swlTCH E.-UST FANAICHTCOMBNAT- ® TELEPHONE . HOSE BIBS ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (VENT TO EYTERM) © TELEVISION - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #a THREE-WAY SWITCH a tp-WATERSTUBOUT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S 4 FDUR.-Y swrtcH FLUDREs NT LIGHT FB E ELECTRIC METER ® o ELECTRIC PANEL � SHEET NO: , LOW—— TECH HUB SYSTEM i DOCDNNECTSWITCH WALL scQNCE PROVIDE AND I NS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE F■ 6. 1 L„ HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 3z s v Y � 0 e CM J � i Q t� ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 78 2 12 s� �s 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. 0 2023 Starlight Homes LAST REVISION 2ND FLOOR PL-ff _ _ _ _ _ _ _ _ _ _ _ _ ND FL. VIC HT OWNER'S BED BED 2 : ST SA*D B�' 22ND FLOOR FIN. Fes\ A� _ 1ST FLOOR PL. HT.__. �V'7'- — _ — 15T FL. WQW. Co r r': Z Q R � n _ FAMILY RM : w ENTRY Q m J U LL Q MAINTAI, 17R0' 713/d2" 6' 6- HEIGHT AT FRONT OF WATERLOSET C' _ --- 1ST FLOOR RN. FUR. BUILDING SECTION V ' AT 22'X;; LAYOUT Le' = 1'-O' AT 11* X 17" LAYOUT 3 W ti a FF- �0 Cn o w 4 SHEET NO: FL 4.10 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/ 5/4z4 CORNER TRIM BOARDS El FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16.O.C. (VINYL BOARD AND BATTEN SIDING) E16 1%FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 FAISE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 78 FRONT ELEVATION V U 1/4" = 1'-0' AT 22"X34" LAYOUT 1B" = 1'-0" AT 11' X 17" LAYOUT r, REAR ELEVATION V 1/4' = 1'-0 AT 22•X34• LAYOUT 11W = V-0' AT 11' X 17• LAYOUT i QOR PIL pL. vww... _V :)OR FIN. FLR_& LOOR PL HT. & FL. wDW. HT. 3OR FIN. FL --& -OOR PL HT... n =L_WOW. HT,_ & FOR FIN. F_. __ lq AOR PL OR FIN. F� rr CD J � O ♦� i Q ISSUE DATE: 09.22.2023 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 11111111► 11, _`�trrrnll Q op fA W ti O aCl) W O W SHEET NO: FL 5.10 C7 — N J i O Q w LOT 78 Q 0*3 (� y WP/GFI@ t'-t„�,•I�^z PATIO o A"COND. A/C ]i ISSUE DATE: a HB WP/GFI I� ,}},-... ''., ...... ........... . 4..L...,w....,, Tf,-. 09.22.2023 FOR REVIEW REVISIONS: g E� i(; f FAMILY LAM 04i i OWNER'S ! ��VV EY i__il +,]BED s ; TV I TV< FAN AS \ 3 �• [ REOUIREDPER -� \ p ii /" j��-�—^-^' STATE AND V +Rri These drawings are the 9 property of Starlight Homes and are not to be utilized for construction, Of 0 LOCAL BUILDING •� / J/ �` g CODE �- w GFI I DISHWASHER GFI o ; f t v I I tl3 EWi,rHE �i l �'�DISPOSAL ° c ° w / `I ); copied in part or in whole M m g 22 1 PDR 3 without permission from the builder. 3 2023 // p�q/ • o � rT 7 .. w \ ® 1 i w w w $ 2 / .� , r#$ �VP 7 r} 1 =,ti C"� :tom / — MICROWAVE FI • gr a LL a w o E HVAC ` t; --- ® - r > — E PANEL SERVICE 99 ...•.. �; Starlight Homes LAST REVISION TO LIGHT • �� \ t-� G SWITCH/ \1p E pY —REC PUMP �0IF REQ. CH/ C� }--F--i� STANDARD ELECTRICAL BOX HEIGHTS )] ABOVE j? O30A. TO LIGHT/ - SWITCH ELEC. BELOW i.. SERVICE PANEL WATER HEATER - SIZE AND LOCATION ' _ : LAST SAVED BY: PER BUILDERS ATTIC i SPECIFICATIONS AND LOCAL CODES / ELECTRIC METER;' g .t TELEPHONE/ ! TELEVISION [ \ SERVICE BOX / KEYLESS EN I RY BED 3 � � 1 / /' m L, GFI DOOR i j3 m ,) ° `y'.7•':; L(y. i �� 3 / OPENER \ / W HIGH VANITYBASE CARNET WP/GFI 9 = k I CABINFT F malt.\ i LP a CO ` N a .. . ............... 7 1— Lj7 HB----------"-- '. a0 NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 'M' 'M' J SECOND FLOOR PLAN FIRST FLOOR PLAN OVER BATH CABINETS OVER KITCHEN CABINETS n �? J 1/a' = 1•-0• AT z2•Z LAYOU7 = 1'-D' AT 11' X 1T LAVOU7 1/a• = 1'-D• AT zrx%• LavoUT = FAI AT 1 r x 11 LAvoLrr NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. # DUPLEX ouTLET © cwn>Es - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL {> CE'L—MOUNTED INCANDESCENT cELMD FAN 0wPASI wEATHERFROOF CFI DUPLEXaurLET LX:HTFIXTURE PusHWmoN swrtcH \ F_VIOEAOEQLMTESUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. V - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. OW, GROUNDFAMT clRcurt-wTERRUPTER ++m sMOKEOETECTIXi WALL MOUNTED INCANDESCENT @ HARDWIRED AND INNER- CEILING FAN WRH WCANDESCENT - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED •SUITABLE FOR WET OR DAMP LOCATIONS.- DUPLEz ouTLET coNNwTE0 w1BATTERY LIGHT FIXTURE BACKLP LIGHT FIXTURE �y, - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BEENGINEERED BY OTHERS. THE 1{ HAF-SWITCHEDWPMXOURET y RECESSED INCANDESCENT LIGHT FIXTURE C.MTECTOq // \ IPR°YIDE ADEQUATE suPPORI) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. {9^} OR CEILING MDUNTEDLEDFa E ­RED—INTE1 C/ V 22w 22JVOLTOUTLET (VP)• VAPOR PF.00F' ® CONNECTEDW/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY BACKLP �® GAS SUPPLY WITH VALVE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O gE1NORCEQ.HNCTXku eoz O EXHAUST FAN (VENT TO EIXTEHIOR) O THERMOSTAT - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. .L ® TELEPHONE �ro HOSESIBB $ {� NAIGHTCOM1HINATION - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. WALL SWITCH EXHAUSTFA T TO (VENT EXTERgRI © ��YCpN - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # a THREE WAY SWITCH - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, y ® FLuoREscENTLCHTFaruRE a ELECTRIC METER +M WATER STUB OUT DRAIN TILE SUMP, AND WATER HEATERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. f < FOURWAY SWIICH O ) ELECTRIC PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S wAu sconx:e SHEET NO: , Low VOLTAGE ourtET i WRITTEN INSTRUCTgNs. TECH NUB SYSTEM DISCONNECT SWRCH �� �. O - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. i s v v a CM O Q ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 79 z 12 s� �5 These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part or in whole without permission from the builder. 0 2023 Starlight Homes 2ND FLOOR PL HT. _ _ zr D FL V DW HTT _ _ _ _ _ _ _ _ _ _ _ _ LAST REVISION BED 2 OWNER'S BED 4 m LAST SAVED BY: `j 1ST FLOOR PL. ENTRY < w FAMILY RM 0 V F m J Q m O m i w� g¢ a N F ' 3 17RC0'-713/32' MAINTAINMIN 6-8'HEIGNT AT FRONT /1_1S'LFLQ03FIN ELR. WATER CLOSET 40 . V 0 BUILDING SECTION B 1/4" = P-0" AT 22'X3 * LAYOUT 1/a" = 1'-0' AT 11' X 1T IAYOUT LU ..j Cr) Q. I.-W a, O file I U a+ SHEET NO: FL 4.2 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 ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4z4 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 16- O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOOONINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 79 A IN FRONT ELEVATION 'B' 1/4" = 1'-0' AT 2TX34' LAYOUT 118" = 1'-0' AT 11' X 17' LAYOUT 6" E16 FASCIA 2N0 FLOOR PL HT_ 2ND FL WDVJ. HT. _ FIFLR. r7rE71 13 N. FL-R.___ ....._____. ....... 2ND FLOOR FIN. ST FLOOR 1ST FL. VVDVV HT ST FLOOR REAR ELEVATION 'B' 1/4' = 1'-0' AT 22" X34" LAYOUT 1/8' = 1'-0" AT 11" X 17" LAYOUT o� x w O rr ISSUE DATE: 09.22.2023 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 LAST SAVED BY: _ s\'alt I fffil in SHEET NO: FL 5.2 0 I Y 4i �! �R r— x Cz Q LOT 79.-- z .. ......... WP/GFI @_nnryV arn 0 . HB /- A� < WP/GFI ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: o ¢E (( WICI I � OWNER'S H \ BED TV ITV €I AN AS 7=� S / REQUIRED PER t, STATE AND - "� 3 `•• H g 1"C LOCAL BUILDING E��7j7j / CODE .. These drawings are the 9 y 7o _ .... € t i j -' DISHWASHER DISPOSAL _ — ; �" KITCHEN {, property of Starlight Homes and are not to be U11GZed for COnStNCiIOn, Or o w IX q �IXY `gag ,mowo a Jw00 ; �. _ 1 . copied in part or in whole without permission from the budder. 0 2023 sm 4;Wsmw�Fw a aw0 ° FI E ICOWAVE SE � cFi s {39{ LPANEL Starlight Homes R . PUMP TO LIGHT/ 0.Y REC. i WITCH B LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS - rouGHr/ I - REQ ,< c7 ) ABwE 30A. ELEC. Y \ _ € SWITCH f E / BELOW W, KEYLESS WATER HEATER ---�% 1 SERVICE PANEL \ / SIZE AND LOCATION _ IGHT IN ,;, ? �TTIC ? p ': \ (;P'ZSt I— / yS PER BUILDERS I� 3 SPECIFICATIONS LAST SAVED BY: wnuCn — .—� — — AND TRIO METER ELECTRIC METER / j7 TELEPHONE/ cl�j ¢ .. •- -" "' \ / TELEVISION KEYLESS O :II 3 D 3 /• h t.-I.. 3.�D BOX - \ IV o `I ® ®4 I B r D 1 " �" G T it I /CEILING\o I /GFI DOOR / OPENER \ - r ; / \ 3 w-.... i a BASE 3P NIGH VANITY �_ p CABINET ^ I ; WP/GFI O M w in U) cABI.T :e FO _ #-� I€ is N a He Lf1—,i NOTE. EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) Ci O H SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS n SECOND FLOOR PLAN 'B' ,� FIRST FLOOR PLAN 'B' J U 1/4" = 1'-0" AT 27X36' LAYOUT = 1'-0' AT 11' X 17" LAYOUT U 1 1 = 1'-0" AT 22"X34' LAYOUT = 1'-0' AT 11" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL DUPLEX OUTLET m '"' WEATHERPROOF CFI DUPLE%WRET © CHI E -cEILwc FAN cEILwC MouNTED wcAHDsscENr G� Lz;HrPonwE PusHBurtoN swrrcH [RVIDEADEQUATESUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �\�`''j�/J V - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LI GHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." BD OROUND.FAULTCIHCUIT TERHUPTER DUPLEXO ET H SMOKE DETECTOR WALLMOUNTED INCANDESCENT ® MAHDWrtiEDANDINTERy CEILINGFANWITHNCANDESCENT I¢ LKiHTRIXT-E CONNECTED W/BATTERY BACKLP LIGHT FIXTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BYOTHERS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PIACEMENi. H HAIFSWITCHEDDIIPLEXOUTI 120T'OLTD T y RECESSEDiNUI.pESCENTLIGHTFIXTURE c020ETECTOH // (PNOVIDE ADEQUATE SUPPIX ) {Yl ). MOUNTED LEo vaTIA�E � ED—I-1 C/ �)��" PAooF ® � wI BATTERr - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY IE�cTED NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 EXHAUST FAN HIENT TOEXTER ) THERMDSTAT H 0 GASSUPPLYWITHVALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REINPORccD.urvcTxaaoz OT CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TELEPHONE �re H�Eaee - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. $ w,uL swrrcH 1—USTFAruIC Tcarew.TaN (VEHTTOEXTER ) © TELEVs- SHEET NO: - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. iI THREE-WAY SWITCH �cw TM WATER slue auT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, AA FLUORESCENTL TFIXTURE 8 El£GTRIC METER DRAIN TILE SUMP, AND WATER HEATERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. i A FOUR.wAr swrtcH ) L� ELECTRIC PANEL �yfl - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S wALLscONCE WRITTEN 1. UC—S. , LOW VOLTAGEDUTLET TECH HUB SYSTEM i DLSCONNECTswITCH "' F L 6.2 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5/8' TYPE'X'GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8' SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1/2' GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS DIRGE 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"XS4" SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 1TUB-SHOWERCOMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS 1 R L4.1 2" 19'A' 1/4" 6'-23/4" SEE COMPOSITE 050 SH S DRAWINGSFOR 33050 S. LOCATION OF ADJACENT UNIT 4 I 'EGRESS i I I I OWNER'S WIC BED 8'-/" CLG. I I � I 0. BA i 8 1"CLG. 10'412" 2'412" o /Z 2468 T co 1DN � v U 01 .42- 11 a 3'-212` 5'-512` 712' F- CKI Q - - VANITY I. N " BA 2 z i 2068 :n W WIC n I n _ 4 �, I ------- ' 2468 o 2468 o 3'-10" 4'-812` S'-312' ` BED 2 I BED 3 8'-1"CLG I 'EGRESS 'EGRESS I `/' SEE COMPOSITE S'-3 12' 4'-8' 4'-11" 4'-9 12- DRAWINGS FOR 9--11 12- 9•-812- LOCATION OF ADJACENT UNIT r, SECOND FLOOR PLAN ELEV 'O' LAYOUT 1/8' = 1'-0' AT 11' X 17" LAYOUT LOT 80 VERIFY 2' R LOCATION IN FIELD SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT LINE OF CUPPEL ./- 6'-4' WALL HI SEE COMPC_.. _ DRAWINGS FOR LOCATION OF ADJACENT UNIT 91412" 10'-0" 312" PATIO ac s'-z^ a'-m 12• 4•-7 12^ SH 3050 SH 6068 S.G G.D. SEE OPT. ATRIUM DOOR ON SHEET 1 / FL 1.12 1 FAMILY RM e'•1"CLG 3'-612' 3'-9,2' 9'-912' 2.6 12 - � z a _ r+, 2868 28rB HANDICAP ACCESS DV7 I �. L _ = KITCHEN °I ° 3 _= 16 3 ro REF _ 0 0 _ r 0 -- - a42' SLOPIN. 2868 UP" - GARAGE 0 ENTRY 9'-1"CLG SOFFIT, SEE 9 EXTERIOR ELEV SH 2'-5 12^ 3'-6• 2'-1 12" 8070 SECT ONAL F2040 PORCH r-r s'-o' 1 r •-s 12 e'-o' '-s 1 19'E' FIRST FLOOR PLAN ELEV 'O' 1/4" = 1'-0' AT 22X34" LAYOUT W = 1'-0' AT 11' X 17' LAYOUT 9 b t•— x C:3 _ N O T Q Cn ISSUE DATE: 09.22.2023 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 Stad'Ight Homes LAST REVISION LAST r4t�.{o 04� 4 o ' 0 a 40 W 0)O LL SHEET NO: FL 1.12 x CM N � W J f � x Q f� ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 80 2 12 s� �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. 0 2023 2ND FLOOR PL�1 Staftht Homes _ _ _ _ _ _ _ _ _ _ _ _ 2ND FL./1l OWNER'S BED BED 2 LAST REVISION _ 2ND FLOOR FIN. FLR. 1ST FLOOR PL._HT � 1ST FL. WDW. HT. V `� LAS �EOIBY; E t S6 �Y y'° �95� i6�0 •V: FP a ENTRY m m10 FAMILY RM 3 i MAINTAIN MIN. 17R 0' - 7 13/37'Ik a 6'-8' HEIGHT AT FRONT � F nTER CLOSET ' 1ST FLOOR FIN. FLR. _.. ....... ... _ _ - - BUILDING SECTION'O'��++i�e� 1 1 = 1'-0' AT W.:' LAYOUT 1.- = 1'-OY AT 11- X 17" LAYOUT / W �O iA �Yi W +oi o SHEET NO: FL 4.12 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED _ E4 6"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/5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16. O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 I FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' 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 RIGHT ELEVATION 'O' 1/4• = 1'-W AT 22'X34' LAYOUT 118' = 1'-0• AT 11• X 17• LAYOUT �Mm 2ND FLOOR P . HT. 2ND FL. WDW_.._. _HT_ _/1 2ND FLOOR FIN. FUR. 1ST FLOOR PL. HT. 1 ST FL. VD HT. I1 FRONT ELEVATION 'O' L% 1/4• = 1'-0• AT 22•X34• LAYOUT 1/11 = 1'-0' AT 11• X 17• LAYOUT r, REAR ELEVATION 'O' v4• = 1'-0• AT 22•X34• LAYOUT I.- = 1'-0• AT 11• X 17• LAYOUT r- CM J f O i Q W LOOR PL. Hr ISSUE DATE: 09.22.2023 FOR -L. WLZW. HT. REVIEW REVISIONS: )OR FIN. FLR,_ & LOORPL._tff-- 1 =L. WDW. These drawings are the property of Starlight Homes and are not to be utirized for construction, or )OR FIN. FLR Iq copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION >;�'S ,,,,``,Ili"AVED BYB'Y') LA: rdf d � 2ND FLOOR PL. HT._ r� II _2NDE_WOW FfT/\V, _ W O a a F-- �0 W 2ND FLOOR FIN. F 1ST FLOOR PL. HT. � _1 ST FL. WDW HL,5V 1ST FLOOR FIN. F SHEET NO: FL 5.12 f- x CM J f O Q U Z ISSUE DATE: Fo R LOT 80 o ac co o PATIO a ac RB09.22.2023 WP/GFI .._ .... �_� REVIEW � E 3 REVISIONS: I g g 1t� WIG �I FAMILY RN1,11 BED FAN AS \ �t w REQUIRED PER j STATE AND \ C�` _ -• A /' / j$ LOCAL BUILDING i/ / /' m u� w 33 CODE - r 5 _ 11 9 € / • _ LL o .m I lG I, ; GFI, DISHWASHER LL / ('7�( GFI (S 3 � w o i l a ) i A i ?-C H E l Y DISPOSAL NC w < w' k .4 k i S o r These drawings are the property of Starlight are not to be uIIIIZed for Homes dCOrIS1NC1i0n, Or copied In part Of In Wh01 oP P e from w o ®� without permission �w 2200VV1E d ' Y k ()% i — i y m r r VP ZS 'v wS r o GFI;: ° ° �: the builder. 0 2023 Starlight Homes - a HVAC SERVICE o PANEL _ TO LIGHT/ +--- REC. PUMP, " ry yy — j SWITCH.v ° LAST REVISION LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS i F :RE AB OVE 70 LIGHT/ 30A. ELEC. y SWITCH 1 SERVICE PANEL WATER HEATER / BELOW ''''jjjj t,1 SIZE AND LOCATION \ -..»» \ / _ {x \ KEVLESS� kY1..� ' t LIGHT IN I PER BUILDERS / )a / ' ATTIC ? SPECIFICATIONS 1 I \ i.Jf 1k-T f�l..,i / I..�..v._...:'i 4, .ALL uemaE t ._.........--.-.- t I AND LOCAL CODES I / ELECTRIC METER ( I • TELEPHONE/TELEVISION $ �\ SERVICE BO% i KEYLESS �- (. k n 3 r >\! w% B L' 3 � iY (1 / PIXY i! Im /EILING\ k ' rat,,,, BED k /GFI DOOR k OPENER T 3 IN WP/GFI / / / \ BV Hx;H VANm p BASE CABINET \ k CABINET z f j I O/� Q W O '^ V, m PO I X cmza _.:� — WIC J a NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'O' FIRST FLOOR PLAN 'O' ' J j OVER BATH CABINETS OVER KITCHEN CABINETS n n J AT 22"X:4 LAYOUT = 1'-0' AT / T' X 17' LAYOUT 1/4' = 1'-0" AT 22'X34" LAYOUT = V-0" AT 11" X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES, 0 DUPIExWTLET © crones �\ n - PROVIDE AND INSTALL ARC FAULT CI RCUI T-INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL {� CEILWc MDUNTED mCANOEscENT y-,% cEILINDFAN WEATHER— CFI ouPLEx°unET T LIGHTFKTuf¢ I,--swrtcH (PROVIDEAceowTE suPPORT7 CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �wPmrl - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. a cn cROUNOFAULT CIRcurt-wTERRUPTER ++Dvs ECANTECTDR WALL MDUNTED INCANDESCENT ® CCNNE ED AND INTE0. CEILINGFANIN-1 ANDESCENT - FANAJGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' DUPLEx aURET LCNTFxTURE ECTEDw+B.ATTERr BACKUP LIGMTFIXTURE - ELECTRIC AL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE 1ECE—DmcANOESCENTI-1111TURE cozoETECToa \ (PROVIDEADEQWTESWF°RT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. oR CEILwc Mt%1rvTEo IED FrcTURE HARDWHED AND INTER V : T2D VCtTDURET MI•VAPOR PR— ® CONNECTED W/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND RE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q EZHAusT FAry (VENT TO EI(iERIOR) THERMJSTAT cAs suPPLr WITH VALVE THE �.® - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL RElnr:oRCEo.uNCTaN Box O CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # Au—H EZNAusTFArux;HTCC-tNATON ® TELEPIgNE re HOSE- w - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HDOK-UPS/CUTOFFS. (VENT TO ExTERzx+)© TELEVIszxl TRACTOR TO VERIFY THERMOSTAT LOCATIONS. #. THPEEANAYMITCH w +u-WATER STua WT - HVACCONTRI ELECC METER RICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, - ALL ELECT ® FLUCRESCENTLIGHTFIxTURE DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. $ 4 FWR-wnr SWITCH ELECTRIC PANEL N - PROVITTENDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S , Low voLTACE C—ET TECH HUB srsTEM j DscoNNECT swrtw )t WALLSCCNCE SHEET NO: SHEET PROM IN6ANDINS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND COZ DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL 6.12 f-- CM a d f- ISSUE DATE: 09.22.2023 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 Wi 11 TQ J � O � w 2 1 OD J w Q a m a J N SLAB PERIMETER PLAN 9-PLEX = 1'-0" AT 22"X34' LAYOUT 1/9" = 1'-0" AT 11' X 17" LAYOUT i CZ -w OT 80 J f Q. ft- ISSUE DATE: 09.22.2023 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 LAST SAVED BY: • �� '�� �� .CNN w 1 s <J un B i 0 Z g:- m k7 J �a ��� JCj)�� ►►�il��� w ap 2 J w Q a m a J fD SHEET NO: A0.1.2 NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. - THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O - WATER CONNECTION REFER TO CVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. O - SEWER CONNECTION FIRST FLOOR PLAN 9-PLEX 1'-'TAT 22'X34' LAYOUT 1B' = i'-0' AT 11' X 1T LAYOUT T� TRANSFORMER 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK r— CD J � O= Q ISSUE DATE: 09.22.2023 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. g 2023 Starlight Homes LAST REVISION // r / C w r� C4p :kl�N.I I o ♦♦� W a H a o p o O) _J U. a LL 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 r, FIRST FLOOR PLAN 9-PLEX 1/1 = 1".- AT 22X84' LAYOUT 1/E' = V-D' AT 11' X 17' LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK F— x Cz �I E 0 I Q W ISSUE DATE: .09.22.2023 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 W J W 7441 1 IM dF o No o J U. Q ~ rn LL NOTES: FIRE PARTITION/ REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR OWELUNG REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL 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 SECOND FLOOR PLAN 9-PLEX 1/4" = V-0' AT 22'X34' LAYOUT 1/9' = 1'-0' AT 11' X 17' LAYOUT ISSUE DATE: 09.22.2023 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. l 2023 Starlight Homes LAST REVISION rr Q• a � 011) X Kil 11- J W a ac l ~O o O) J o Q o U NJ U) SHEET NO: A2.1 NOTES: FIRE PARTITION/ REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL 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. S/ - SEWER CONNECTION SECOND FLOOR PLAN 9-PLEX 1/4- = V-0' AT 22"X34- LAYOUT 11W = V-0' AT 11' X 17' LAYOUT CM Oi Q ISSUE DATE: 09.22.2023 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 __l`��l�Illliilll Jet jf$AVED*Y: i,_ %r- w 11�11 �m X��� W a ~O J a C') J o o Q o U W N SHEET NO: A2.1.1 PLAN 1386 i PLAN 1386 PLAN 1386 LOT 72 LOT 73 LOT 74 ELEV NR I ELEV LR I ELEV KR FRONT ELEVATION 9-PLEX 1/4' = 1' 0' AT WX34' LAYOUT 1,8' = V-0- AT 11- X 17' LAYOUT PLAN 1386 LOT 76 ELEV M F x CD J � O ce- I Q ISSUE DATE: 09.22.2023 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 6� SHEET NO: A5.1 PLAN 1386 i PLAN 1386 i PLAN 1386 i PLAN 1386 PLAN 1386 LOT 76 1 LOT 77 LOT 78 LOT 79 LOT 80 ELEV M ELEV AR ELEV M ELEV BR ELEV O r, FRONT ELEVATION 9-PLEX 114" = 1 `0" AT 22"%34" LAYOUT lie" = 1'-0" AT 11" % 17' LAYOUT x CM J i Ce O i Q I� ISSUE DATE: 09.22.2023 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 r` y�0%J111111 +Os► VE : I O�� o• e l-T o� SHEET NO: A5.1.1 I wl �1 I QI �I IIIII 1 IIIII IIIII IIIII IIIII IIIII I IIIII IIIII IIIII IIIII COR-WALL III 1 I I t� COR-WALL III COR-WALL l� I I I OOR-WALL COR-WALL BEYOND II I IIII BEYOND IIII BEYOND IIII BEYOND IIII BEYOND IIIII IIIII IIIII IIIII IIIII IIIII 1 IIIII IIIII IIIII IIIII IIII I IIII IIII IIII IIII 'IIII IIIII IIIII IIIII IIIII IIIII I IIIII IIIII IIIII IIIII IIIII I IIIII IIIII IIIII IIIII I fill II 1 1_ ❑❑ ❑❑ 1 ❑❑ } ETID-1:} :_ ❑❑- - ---- I 1 } �: I } } I 1 } I I I I 1. } I -F .... ....... ............. FI:] FEITE] } r LJ i I _I I I 1. . ..... ........ . f -} ....... 1 PLAN 1386 PLAN 1386 PLAN 1386 PLAN 1386 PLAN 1386 LOT 76 LOT 75 LOT 74 LOT 73 LOT 72 ELEV M ELEV J I ELEV KR ELEV LR ELEV NR REAR ELEVATION 9-PLEX 1 /4" = 1 -P AT 22134" LAYOUT 118- = T-0" AT 11' X 17' LAYOUT r� J i O 2 Oct I� ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be ulked for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION /// eit141111 6 a � BY: • _ � O0 LU o r .J a s SHEET NO: A5.1.2 I I i I w1 I x1 I I I I QI I I -WALL OND PLAN 1386 PLAN 1386 PLAN 1386 PLAN 1386 1 PLAN 1386 LOT 80 LOT 79 LOT 78 LOT 77 1 LOT 76 ELEV O I ELEV BR ELEV M ELEV AR ELEV M REAR ELEVATION 9-PLEX 1/4- = 1'-0 AAT 22 X3 LAYOUT 1/8' = 1'-0' AT 11' X 17' LAYOUT CM J i 0 t'= x Q F— ISSUE DATE: 09.22.2023 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 !l 0 o�Zo. c E_ q r� 6 VJ Wn (>�6 IIiF t ' ' a X N W ~ Co aH o O a J W Q J W SHEET NO: A5.1.3 x CD — w J � O I Q W ISSUE DATE: 09.22.2023 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 Staftht Homes LAST REVISION � W ~ J H Z z 0 aQ a J Q W W FIRE BLOCKING AT EAVES ---\ NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. .. SOFFIT TO BE NON-COMBUSTIBLE SOFFIT. t I PLAN 1386 I PLAN 1386 LOT 72 LOT 73 ELEV NR ELEV LR �1 fl 1 1 1 1 1 1 1 1 -CRICKET PER ,r I BUILDER fiI ,1 f I. i l i i srz � to P—�— Cz J � O i Q ISSUE DATE: 09.22.2023 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 LASTS tll 11 OVA 00 a <" �St V 00• ®•�•® •® � A ``�! W� �rZn J a a LL 60 o Q � PLAN 1386 1 LOT 76 ELEV M SHEET NO: A5.1.5 FIRE BLOCKING NO SOFFIT VEN TS ALL NON-COMBUST IBLE CRICKET PER ' BUILDER 1 PLAN 1386 j PLAN 1386 I PLAN 1386 I PLAN 1386 LOT 76 � LOT 77 LOT 78 LOT 79 ELEV M ELEV AR ELEV M ELEV BR r, ROOF PLAN 9-PLEX r— CM O tz z Q IH ISSUE DATE: 09.22.2023 FOR PREVIEW 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 At�,1111111 AVE CRICKET PER ' BUILDER 1 PLAN 1386 j PLAN 1386 I PLAN 1386 I PLAN 1386 LOT 76 � LOT 77 LOT 78 LOT 79 ELEV M ELEV AR ELEV M ELEV BR r, ROOF PLAN 9-PLEX r— CM O tz z Q IH ISSUE DATE: 09.22.2023 FOR PREVIEW 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 At�,1111111 AVE W ~ J � z a a� o� J o O SHEET NO: A5.1.6 A7 EAVES TVP. FIRE RETARDENT OWED PLYWOOD MIN REA OF EAVES. 4'.0" 4'-0" 4'-0' EACH SIDE OF I TENANT SEPARATION NO ATTIC VENTING OR SOFFIT. I OPENINGS ALLOWED, PER 2020 FLORIDA BUILDING I CODE RESIDENTIAL SECTION R302.2.2 FOR 5/4' MIM W. M EEV) �' 7R111 FULL LAP ��•� FACING INTERJOR FRONT CORNER BOARD DETAIL '2 GALVANIZED TF4JSS DRIP EDGE 2x4 5UB ALI.MILM FASCIA FASCIA OVER SUB -FASCIA O.H. (SEE ELEV) F CRANNEL ALUMNM SOFFIT J WUVRB EXTERIOR FINISH FLAT SOFFIT DETAIL A HIP ROOF 2x4 SD PRE-MAN1F. FASCIATRUSS 6ALVANI2E) DRIP ED6E4 SYN. BD. OR M FA5WA fE*`OW;E ARDIE [iD. TRIM OYER OVER SUti-FASCIA FOR DLFB510L� (S CHARM WU1NI8 EXTEIOLUMINM SOFFIT FINISH HIP SOFFIT HARDIE nFA5CIA DETAIL B SINGLE FRIEZE W. SILL BELOW TRIM SACKER BO. In' BEHIND TRIM vRrMw.L SIDING ON FURRING JAMB DETAIL GALVANIZED 2x4 51.6 DRp E06E FASCIA ALUHINM FASCIA PIS -MANE. TFV-` OVER SUB -FASCIA EXTEROR O.H. FISH ( m"i J CHANNEL (TYP) ALUMINUM SOFFIT GABLE SOFFIT HARDIE D FASCIA DETAIL GALVANIZED 2x4 SUB LMIP EDGE FASCIA PRE4dAN1F. AU~ FASCIA 74U55 OVER 51,1I3-FASCIA 5/4 SYN. W. OR HARDIE W. TRM J WIAH#B oH. (SEE ELEV. FOR (IYPJ ( ELF/) E)FOSURE DIM 36OW AIJMINM SOFFIT EMMZIOR FINISH GABLE SOFFIT HARDIE r,LA50IA DETAIL L- SINuLE FRIEZE W. 5U PAN FLA5HW ►B43RME OR JAMS SILL PRmT SEALANT SEALANT FLANGE SILL AT SILL BAGM2 W. UCI P.T. DAM BalmTRM 20 54LL TRIM ME:ATHER RESISTANT 1/21 GYP. w. BARRIER r2 HEAISTTAANr li BARRIER =1 sHEATHM6 BOARD AND BATTEN SIDING HALL SILL DETAIL 6ALVANIZED � Tq�56 DRIP EDGE J CHAma ALUMINUM FASCIA OVER 5UB•FA5GA OH 2x4 SUB (SEE ELEV) FASCIA J G1INNEL ALINNH SOFFIT EXTERIOR FINISH RAKED SOFFIT DETAIL J HIP ROOF 12 12 2x4 SUB FASCIA 6ALVANIZED MP EDSE JCAANNEL 5/4 SYN. BD. OR AL1R11NJM FASCIA HARDIE W. TRlM OVM SUB-FASCA OH. (5Ei E LEV. FOR (SEE a EV) EXPOSURE DIM36M ALIMLNM SOFFIT EWXTMEMJ CHANNELS FINISH HIP SOFFIT HARDIE nFA50IA DETAIL SIWAZ FRIEZE W. RMCED 5OFFIT RIMENSION LOCATION ON FLOOR PLAN TO DRYWALL I JMENSION LOCATION ON SLAB PLAN TO SLAB E06E L V N6 I ARA6 INTERIOR WALL DRYWALL BASEBOARD 11/2' TO FRAME WALL GARAGE HALL DETAIL f- cm � � v J � C cn Q 1-- ISSUE DATE: 01.16.2023 FOR REVIEW LAST REVISION LAST SAVED B �, orl -o a W 0 SHEET NO: D-1 TEMPORARY TAPE TO HOLD FLAP LWU5E HRARAP7 SHFATHNS c 9' ROUS,H OPENING TEMPORARY TAPE .19-AP. TO HOLD FLAP ZWUSE WRAP %BYHM6 / ROUGH OPENM INSTALL FLEXIBLE INSTALL FLEXIBLE FLASHING FLASHING LOB 4• AT WINDOW SILL AT WINDOW SILL SILL YRAP FLASNMS TEMPORARY TAPE TO HOLD FLAP ZWUSE WRAP 5HEATHNS SEALANT EOM HINXN H.ANm affom WTAU.ATIOK YNOOH FLANGE SILL 11ASIM TEMPORARY TAPE nw TO HOLD FLAP LHOUSE W2AP7 '' SHEATHMG / .NUM FLASHHS WINDOW FLANGE 0 SUl FLAS " HNWA FLA5FNNG METHOD 'A -I' HN"A FiA5N1,16 METHOD 'A -I' i HMN FLA5HN5 METHOD 'A -I' KNIP f FLASHING METHOD 'M' A 45• ANGLE TO A O A. INSTALL SSIILLLFFLASHINS (EXTENDING 4" BEYOND THE ROUGH OPENING 3 A APPLY A CONTINUOUS BEAD OF SEALANT ON THE BACK SIDE OF THE 4 A. INSTALL IAM FLA5HIN6 OVER THE WINDOW FLANGE ON EACH SIDE. A IN WINDOW INSTA OUT WILL THE THE M CAONG PAPER THE O WINDOW FLANGE. O O POINT 9' UP AND 9' OUT FROM THE UPPER CORHIFSt�i OF THE R,OI.ISH OPENING. ON EACH SIDF� B. 145 WILL MAKE A FLAP' THAT WILL BE USED TO COVER THE WAD FLASHING B. EXTEND THE JAMB FLASHING 4" ABOVE THE ROUGH OPENING AND b' B. INSTALL THE WINDOW A ORDIN6 TO THE MANUFACTURERS BELOW THE ROUGH OPM06. IN STEM b. T CORNER SHIELD FLASHING (FASTEN WITH M015TOP SEALANT SPECIFICATIONS. OR EaJAL)G. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENINS SILL SPECIFICATIONS. OW,LLIDIN6 CORNER SHIELDS) O5 A INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. B. EXTEND THE HEAD FLASHING D' BELOW THE ROUGH OPENING ON EACH SIDE L,111 AP• NR 'FLP/7 HEAD R-As 5 JAM f1ASHNIG SILL RASHNG MNM RANGE 101lOON FLASHM METHOD 'M' OA ALLOW THE BALDING PAPER'FLAP' TO DRAPE OVER THE HEAD FLASHING. WEATHER RES15TAW L CONLr+TR znom TAPE 116E '�' / WAD HAWING 4W FAA5HANG SUl FI ASWNG HNaDW FLANGE Nmpm F JS"METHOD 'A -I' OA. APPLY WEATHER RESISTANT TAPE OVER THE 48• ANGLE CUT ON THE i BUILDING PAPER. B. ON IN51DE PERIME R OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM K NDOW FLASH I NC AND NRAP DETA I L5 "lAre f MST BE MSTk= Wn MWM LAPS NV PROVIDE ADEGUA1E PRDTF "FOR o — �. .... . . ........ --if DRIP FLASHING MUST BE PROPM INSTALLEDY TO DIVERT WATET2 -J J---- � MUST MINIMUM 2' ovERLAP � — — — — —L J I REWIRED BD5 M15T LAP MMUMM b' MO BE SEAM AS fEaMFW BY WWFACTURER e01TO4 SFN.ER STRIP MST HE FI.ACIFE) CAR MWI_A"'M TO AULN MOSW TO BE NYMIEV TO THE Onm S wkz x cm v J F C G: I Q ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These drawings are the ProPedY of Starw Homes and are riot to be Utilized for construction, or copied In part or in whole WNW permission from the builder. ® 2023 Sta*# Homes LAST REVISION --``tt;�;;►fill !r LAi�SAVED R z` C) LAP5L3H391NE3H6O! B3MD ADBVIBL aR HOU3E FIRAP 90 TMT Z FLASHM FITS L* D HOUSE NW TAPE Waft. STNM SW 'r FL/U1Bk3 OVER [OP OF S/4' HMtD� BD TRM. LEAVE A 1W BAP BETWEEN 'r FW4M6 AND 91009 RANK AB SHOW 00 NOT a." enamRSFATM LAPSM'SWESDNSOR Saw AH BT R3EM CAN mom WRAP 50 TM' FLAANNS FITS VVER NOG NMAP TAPE EDO SWERSI 'r MASHMS OVER T OF 5/4' HARDE eD TP LEAVE A 1W BAP EEfYE$1 PLA5HNS AND SDMS FLAK SHMAIL DO NOT CA S/P WPOE D TTH WW NO BAT STR08 NW T RASW wkyEvVTft•SWSWWrWQX ND TRABW WNTTa1rX r — 93dIGHIaGM —� SMWR)ED W ---� •f H5E9DxaR et nLLLxK ^� 3' VARIg 3' tv LAOR P SLM3.5AEO _ HOUSE NTAP CM i9L1E110R'JId11t�16 SmSBlQaawBro ECNM. W NTTCNK +— J f C 1 l9LiEtlOR'J64111N6 _ 5 WOES OF 0an* TO : CAM WHDr W" 901TRIQ gLG]B I� MOWED CINLLMNuar AIIBIBTLM►AaDRro RMMISCOWACWTO B T'at L Ae I%"Whim RIDrm�MAW a90G 9DN NDY 00 IE9aOWOHK ISSUE DATE: 01.16.2023 FOR OIG7G FOR :.A%eA sm REVIEW ur sD1I5.5PNEspBOE sawAoaTm 510IN6 / TRIM AT H05E BIB REVISIONS: Z WINS OR LAP SOW, AWAN EWrom Barb AD BA„al 51DING / TRIM AT ELECTRIC METER BOX VA 05RR WINE W T RASMS LEMCw•BwETI®1SWSNDT WDAMUPWAT"MMTE W LK NM YNIBG ImeD,R CNIL]S SWMECRI M wSOW'WameaR 51DING / TRIM AT 6A5 R15ER EUM vuA E)Cng" SIEATEG LAP SDINB . %WM SDMB OR BOARD AD BATBI HOUSE HW G)T HOUSE N1W SO THAT Z R.AHHIS MTS "M HOUSE HW TAPE MGM. STARTIR STRIP 7 FLAS HNS OVER TOP OF %W WADE E ED TbM. LEAVE A 1/4' SAP BETWEEN W FLA&BG AD SIDINS PLAW A5 SHOOK DO NOT CALK =5 d AEATHM OLT 3/4' KNWE BD TiM LAP SOW, SHAKE 9IDW OR BOARD AND BATTEN WaMMINNS LAP SOW, SHALE 50" OR SPAPD AND SATnN HMHW aft waft ~ 50 TNT Z PLAWHNS PITS UNDER HOESE AHtAP TAPE WM. SrAREt SWP 'r FLABHNS OVER TOP OF 5W HARDE BD TRM. LEAVE A V4' BAP SEBig/'r FLAOHINS ATD 91DINS MAW. AS 5 4MK W NOT CALK LEU 5W K-PE E ED TRIM STARTER STRIP T M SHINS LEAVE U4' BAP BETA VD" A!D'Z' FL/SMW DO NOT 339E ME T M OUT AS NECESSARY WIWI VET ONIDADLN71d SIDING / TRIM AT 1-41/AC OPENINGS H3E MW TnA§W LE W'WERMSMADT SM WIMM IN L 1 urswe,9w�saeaH SGVID MD dBiBl 510INC / TRIM AT ELECTRICAL OUTLET SMWPOED INN These drawhp are the Of Slarw Homes and are rat to be utilized for construction, or copied In part or In whale WOW permission from the builder. ® 2023 S1arW Homes LAST REVISION LAST SAVED BY: .� 11111II/ '! I I D-3 2' TO 4' LAP AT — HORIZONTAL JOINT / I I / I I 2" TO 4" LAP AT HORIZONTAL JOINT I I I I I I ATHING I I I I II I I I I I I II �I I I I I I I II II I I I I I I �I II I I I I I I/ \ � I �P7 WOPENDONIt�s BUILDING sfEATHINS MRAP I I PAPER % (BUILDING PAPEROR HOUSEWAP) CARRIED I' TO 2' BEIAW BOTTOM I I I I I OF SFEATHIN j I I / / 4' TO 6" LAP AT \ VERTICAL JOINT \ \ / ALWAYS MRAP AROUND CORNERS 12' MIN. SHEATH I NC WRAP DETAIL_ INTERIOR DOOR ROUGH OPENING 51ZING CHART DOOR DOOR GALL ROUGH OPENING ROUGH OPENIN6 DOOR DOOR TYPE SIZE PRINTHEIQHT DETERMINED BY DETERMINED BY R.O. R.O. SINGLE WIDTH x 6-8 OR INCHES TO THE INCHES TO THE 82-I/2" q8-I/2" DOOR WIDTH x 5-0 WIDTH OF THE CALL SIZE HEIGHT OF THE GALL S17F WIDTH x 6-6 WIDTH EOUAL5 THE ADDING 3 INCHES DOUBLE BI-PASS OR GALL SIZE WIDTH TO THE HEIGHT OF 63" qq' WIDTH x 6-0 THE GALL SIZE WIDTH x 6-6 ADDING 2 1/2 INCHES ADDIN6 2 1/2 INCHES DOUBLE BALL CATCH OR TO THE WIDTH OF THE TO THE HEIGHT OF 62-1/2" q6-1/2" WIDTH x 6-0 GALL 51ZE THE GALL 51ZE DOUBLE WITH WIDTH x 6-6 ADDING 3 INCHES TO ADDING 2 1/2 INCHES T46TRAGAL OR THE WIDTH OF THE TO THE HEIGHT OF 62-1/2" q6-I/2" WIDTH x 5-0 GALL 51ZE THE GALL 51ZE SINGLE POCKET WIDTH x 6-5 R.O. H119T-H ADDING 2 INCHES TO ADDING 3 1/2 INCHES DOOR OR 2x TO THE HEIGHT OF WIDTH x 6-O THE WIDTH OF THE THE GALL SIZE DOUBLE POCKET WIDTH x 6-6 INGHE5 TO 4x THE ADDING 3 1/2 INCHES DOOR OR WIDTH OF THE GALL TO THE HEIGHT OF 83-I/2" 9q-I/2" WIDTH x 8-0 SIZE THE GALL SIZE n n N N tf1 (V n ADD 2' EQUALS ADD 2 1/2" ADD 3" Q SINGLE DOUBLE 5I-PA55 DOUBLE BALL CATCH DOUBLE W/ T-ASTRIGAL ADD 2" n ADD 113/4" 1 N I I I I� o I I I I p GALL L GALL GALL GALL GALL Q 51ZE 51ZE SIZE SIZE 51ZE 51ZE 51145LE POCKET DOUBLE POCKET INT. DOOR ROUC H-OPEN I NC S 1 Z I NC CHART I-- C3 * � v J � �G z Q ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These drawings are the prop"ofslarw Homes and are not to be utilized for cmnebacdm, or copied in part or in whole wdw permission from the builder. ® 2023 Starlight Homes LAST REVISION LAST SAVED BY: fill/ SHMN0: D-4 u— 600 AMP SERVICE (4}150 AMP MAIN TENANT BREAKERS CD ENTRANCE RATED / (1 100 AMP MAIN HOUSE PANEL + - N J 0O1 #1 #2 #3 #4 1 HOUSE O Q 120 240V 10 01 01 32 CIR 32 CIR 32 CIR 32 CIR MLO MLO MLO MLO 12 CIR MUD PANEL PANEL PANEL PANEL HOUSE 01 PANEL ISSUE DATE: Oft (�P 06.22.2023 FOR REVIEW REVISIONS: (2) 3" PVC 2" PVC 2" PVC BY OTHERS (1) #4 CU (1) #4 CU I WIRE ByOTHERS (3) 2/0 ALUM (3) #1 ALUM I I I I I I _ _ I I I I I �P J L These drawings are the 2 GALVRODS I I property oStarlight #z cu Homes and are not to be I I I utilized for construction, or NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC copied in part or in whole PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2014 NATIONAL ELECTRICAL CODE. r I �P BIZ SL without permission from the buBder. 0 2023 Stadght Homes LAST REVISION 9-UNIT ELECTRICAL PANEL DIAGRAM SP\P5 112"; J DETAIL 1 3t°°YS '' 111,7 � 2 1" = 7'-0" AT 22"X34" LAYOUT = 1'-0' AT 11' X 17" LAYOUT I I I I .{11I• z• I 1 12' I LAST SAVED BY: 600 AMP SERVICE / (5)-150 AMP MAIN TENANT BREAKERS I I I �. ENTRANCE RATED � �c r � Z #5 #6 #7 #8 01 01 #9 1�0 O 120 240V 10 0101 32 CIR 32 GR 32 CIR 32 CIR MUD MLO MLO MLO PANEL PANEL PANEL PANEL 32 CIR MLO PANEL 01 9 °G s°P` (2) 3' PVC BY OTHERS BY OTHERS 2' PVC (1)#4CU (3)2/0 ALUM �- 4111' ` Cn -I:(WIRE W W o 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 2020 FLORIDA PLUMBING CODE, 7TH EDITION. r, PLUMBING RISER DIAGRAM 3' = 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 APPUCABLE REQUIREMENTS OF THE 2014 NATIONAL ELECTRICAL CODE. 9-UNIT ELECTRICAL PANEL DIAGRAM SHEET NO: DETAIL 2 1' = V-0" AT 22"X34' LAYOUT = 1'-0" AT 11" X 17" LAYOUT D-5 BUNDING CODE: FLOROA BUILDING CODE, RESIDENTIAL, TTH EDITION (202D) MINIMUM ROOF LOADING: TOPCHORDLNE LOAD: LESS THAN 4112 PITCH 20 PSF 4/12 PITCH OR GREATER_16 PSF TOP CHORD DEAD LOAD: METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAY TILE 15 PSF (REFER TO NOTE 1) 1. BUILDER SHALL VERIFY WTH ROOF COVERING MANUFACTURER'S WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: 1 UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE ZO PSF HABITABLE ATTIC, AND ATTIC SERVED MATH FIXED STAIRS/SWING DOOR _30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1607.1 BOTTOM CHORD DEAD LOAD 10 PSF MINIMUM FLOOR LOADING: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS_60 PSF STAIRS 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 237J24NCH OSB SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 2"NCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD 5 PSF GUARDS MID HANDRAILS CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 200 LBS IN -FILL COMPONENTS 50 PLF DEFLECTION CRITERIA: ROOF RAFTERS/TRUSSES LIVE LOAD L1240 TOTALLOAD L1240 FLOOR JOISTS/TRUSSES LIVE LOAD L 136D (REFER TO NOTE 3) TOTALLOAD L 1240 (REFER TO NOTE 3) S FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S WRITTEN SPECIFICATIONS. FOR TILE FLOORING, REFER TO THE TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS WIND LOADS WITH PLASTER OR STUCCO FINISH _L 1360 WIND LOADS WITH OTHER BRITTLE FINISHES L / 240 WIND LOADS WITH FLEXIBLE FINISHES L / 180 DIFFERENTIAL DEFLECTION: THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWACE THE SPACING DMDED BY THE DEFLECTION LIMIT. FORP TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24' O.C. THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L 1240: 0.20' MAX DIFFERENTIAL DEFLECTION TOTALLOAD L/180: 0.27' MAX DIFFERENTIAL DEFLECTION FLOOR JOISTSITRUSSES SPACED AT 24' O.C. LIVE LOAD L /360: 0.13' MAX DIFFERENTIAL DEFLECTION TOTALLOAD L/ 240: 0.2D' MAX DIFFERENTIAL DEFLECTION AseltemTTONB AB, ANCHOR BOLT A/C AIR CONDITIONER INT. INTERIOR A.F.F ABOVE FINISHED FLOOR MAX. MAXIMUM A.H.U. NR41ANDLER UNIT MCD MONTA CONSULTING & DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC BCDL BOTTOM CHORD DEAD LOAD MPSI MILLION POUNDS /SQUARE INCH BRG. BEARING NO. NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE C CENTER LINE O.C. ON CENTER C.J. CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIA. DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURE TREATED ELEC ELECTRICAL READ 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 FUR. FLOOR SO. FT. SQUARE FOOT/FEET FIND. FOUNDATION SUB SUB -CONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOTIFEET TCDL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD F.V. FIELD VERIFY T O.M. TOP OF MASONRY GALV. GALVANIZED TOW TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYR TYPICAL GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HGT. HEIGHT W/ WITH HORIZ. HORIZONTAL WAF WELDED WARE FABRIC 110. IN LIEU OF WIND DESIGN CRITERIA WIND CODE: ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, 761 EDITION (2020) WIND DESIGN REQUIREMENTS: RISKCATEGORY BUILDING TYPE VB WIND SPEED (ULTIMATE) 139 no WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18 MAXIMUM MEAN ROOF HEIGHT 30 R VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 PM t4 4 4 �°4 4 ZONE 4 a = 4 FEET FROM ALL EXTERIOR ® ZONE 5 CORNERS PER FBC-R301.2(7) ROOF SHEATHING & NAILING' COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE4 PRESSURES (PSF) ZONE PRESSURES (PSF) 0-19ft+29.2 .31.7 +29.2 -39.1 20-49f +27.9 -30.4 +27.9 -36.5 50-99l +26.2 -28.7 +26.2 -33.0 100-199fl +24.9 .27.3 +24.9 -30A 200+11� +23.5 -26.0 +23.5 -27.8 7'47 z 8'4Y GARAGE DOOR 1 +25.7 -29.1 T-T x 154Y GARAGE DOOR +24.6 -27.5 SOFFIT PRESSURES 1 +29.2 -39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1.67 TO CONVERT TO ULTIMATE NAND PRESSURES. ROOF SHEATHING AND NAILING 6 SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: ROOF PITCH MINIMUM EAVE/RIDGE INTERIOR ALTERNATE EAVE/RIDGE INTERIOR M LL SPAR MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING O w0 RATING THICKNESS TYPE (EDGE/FIELD) (EDGE/FIELD) TYPE (EDGE/FIELD) (EDGE/FIELD) 2 4/12&LESS 32/16 IS/32' RSRS411 6/6 6/6 0.131"z3" 416 6/6 `4 4.5/12& GREATER 24/16 7/76" RSRS-01 6/6 6/6 0.131"z3" 4/6 6/6 RECOMMENDED 40/20 19/32" RSR$-03-0 6/6 6/6 0.131"z3" 4/6 6/6 J� (ALL PITCHES) RSRSArn P: ALTERNATIVE (IF PERMITTED) 32/16 15/32" RSR501 6/6 6/6 0.131"z 3" 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 i APA RATED SHEATHING. FOR SHINGLE ROOFS, OSS OR PLYWOOD (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 WITH THE SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS 3. SHEATHING TO BE PLACED WITH 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 MEASUREDAFEETFROMTHE 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. 8. RSRS-01, RSRS-03, RSRSO4 ARE RING SHANK NAILS MEETING THE SPECIFICATIONS IN ASTM F1667. 9. 0131' X 3' SMOOTH SHANK NAILS MAY BE 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 MANUFACTURER'S WRITTEN SPECIFICATIONS. 'N.P' INDICATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24116. AND A MINIMUM THICKNESS OF 7/16' OSB OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAYBE WD PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL VATH(1)ROW 0.131"z2-12" NAILS AT 3" O.C. AT EDGES, AND 6" O.C. IN THE FIELD. INSTALL MIN. 2.4 SYPY2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL WF10 FOR MORE INFORMATION. FASTENERS' REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131' z 2-12' OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT -DIPPED ZINCLOATED GALVANIZED STEEL. THE COATING WEIGHTS SHALL BE IN ACCORDANCE MATH ASTM Al 53. 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 Zz4 SYP A2, NAILED AT EACH END WATH (3}0.131' z 3" TOE -NAILS. .rt fxx / Y Y j { y< drY, vii )u(i h x, 1 / t prlr .�n P.+ Yr ink ✓ x .r O INTERIOR ZONE -A I.' + EAVE/RIDGE ZONE i ` /+ a =4 FEET FROM ALL 'I� EAVES AND RIDGES O PER FBC-R3011(7) 1� I:: I .Fcl �aj STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH NERD DIAMETER ad 0.131"z2� .281' 10d 0.148' z 3' .312' .131"z3'GUN NAIL 0.131'z 3' .281" 12d&led SINKER 0.148'z34' .317 led 0.167 z 3}' .344' (RSRS-01) RING SHANK 0.113'z Y'e' .281' (RSRS-03) RING SHANK 0.13V z 2> .281" (RSRS-04) RING SHANK 0.12(" z 3" .281' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S 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 S1 STRUCTURAL COVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S4 NOT USED S5 FIRST FLOOR FRAMING PLAN S5.3 ROOF FRAMING PLAN S5.4 ROOF FRAMING PLAN S6 MODEL SPECIFIC DETAILS SD4 TWO STORY DETAILS SD5 TWO STORY DETAILS SD6 PARTY WALL DETAILS SD7 PARTY WALL DETAILS SD8 PARTY WALL DETAILS PW1 U373 WALL ASSEMBLY PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY SDWC SDWC DETAILS I SDWF I SDWF DETAILS I WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS o MASTER UPDATES I NUMBER I DATE I DESCRIPTION I INTIALS 1-. I 1 1 2/28/2023 1 CREATED 9-UNIT BUILDING TYPE'A' PER TYTH-BLDG 1 (BFS) IDP p 2 19/1/2023 I APPLIED ARCH UPDATED 9-UNIT BUILDING TYPE W REVISING PATIO IDP 1 W O J l,l.. Z) I- w J P: ILL H I- _ W � O Z N LU F m OJ XW I- IL W M W Z o aarn L W m uu►r11 JI//' * �, / 710 a N C O C C u • O STRUCTURAL ENG: TH -. Ui ORNFfING: (7 STRUCT: DP QC CHECK: CC w JGB No. STAR-184DB i SOLE: AS INDICATED r w GATE: 1a1623 a y °F S1 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, ortransfer 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 20DO PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A615: A.REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40, U.N.O. BAEFER TO DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND GRADE. CAEFER 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 MD08 REOO LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE40 GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE B. C. "D' 'A" "B' 'C' "D" MASONRY "D' CONCRETE #3 2-1W 4-12" 6' 15" 2-1/4" 4.12" 6" 15" 16" #4 3" 6" 6" 2(r 3' 6" 6" 20" 24' #5 3-314" 7-12" 6" 25" 3-3/4" 7-12" 6" 25" 30' #6 4.12" 9' 6" 30' 4.10 9" 6' 40" 36" 97 5-1/4' 10-1/2' T 41' 5-1/4' 10-12' b '1 03=24/" U u M -24f p8=3" �. #7=3W LAP SPLICE STAMMRDW HOOK STANDARD 18V HOOK CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI. A SLUMP OF 6' PLUS OR MINUS 1%AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEM ENT RATIO OF 0S& 2. WELDED W RE FABRIC SHALL CONFORM TO ASTM A485 FOR 6161W1.4xW1A WWF SHALL BE LAPPED AT LEAST 6' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6'.FIBERM IX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF VNIF. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 310 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 MD08 ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. 5. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. MASONRY WALL CONSTRUCTION 1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90, SHALL BE NORMAL WEIGHT, SHALL BE LAJD IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (Tm) OF 2000 PSI AS DETERMINED BY THE UNIT STRENGTH METHOD. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM CZ70 3. GROUT SHALL CONFORM TO ASTM C476. COARSE GROUT SHALL BE UTILIZED WITH A MAXIMUM AGGREGATE SIZE OF 3184NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3D00 PSI. 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE. USE OF 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 5, SHOULD AREAS OF STACK BOND EXIST, UTILIZE 9 GAUGE UDDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED. 6. VERTICAL REINFORCEMENT SHALL BE PLACED AS NOTED ON THE DOWEL PLACEMENT PLAN WITHIN CELLS FILLED WTH COARSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP AND BOTTOM AND MAXIMUM I-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 NON-STRUCTURAL 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 WILL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION. 9. VERTICAL REINFORCMENT SHALL HAVE STANDARD 90-OEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 90-DEGREE HOOK INTO THE FOOTING REINFORCEMENT. 10. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. 11. EXCEPT AS SPECIFICALLY NOTED THIS PLAN, THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS 602-16). 12. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES -1W TO -12" 14. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE AC1318. LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2X P.T. ATTACHED TO CMU W MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL W/ MIN. 1-114" EMBEDMENT OR 1/4' TAPCON W MIN. 1-1/2' EMBEDMENT 0 16" O.C. MEASURED VERTICALLY AND 4" FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR @ MAX 24" O.C. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC •NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION-, LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED 'No.11No.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 SHALL BE VISUALLY GRADED "N.. Z' 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) SHALL BE SPF#1 W2 OR SYP#2 OR BETTER U.N.O. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 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, SAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATNE-TREATED WOOD, 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DNA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER V IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WTH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACO-C, ACO-D, C8A-A OR CA-S 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 AW'A U7 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 1S' O.C. MAX. OR AS OTHERWISE 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 2,4 SYP No. 2 BLOCKING WITH (2).0.131' x 3' NAILS TOP & BOTTOM 18. ALIGN TRUSSES AND HAND FRAMING SO 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 REQ. 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. B.G. 1BUtLDER SEE ARCHITECTURAL DRAW NGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WTH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4' PLYWOOD MIN. OR 23r32'OSB MIN. APA (4824) RATED SHEATHING OR STRUCTURAL 1, WTH 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 1T 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 I BEAMS I STUD COMB. NO. 50 GLULAM SCL E=1.9 MPSI E=1.7 MPSI E=20 MPSI E=1.5 MPSI FBY=2100 PSI FB=2650 FS =3000 FB=2200 FBX=2.100 PSI FT=1650 FT=1700 FT=1500 FCII=1.700 PSI FC II=MIN FC II=30M FC I=2100 FC_=450 FC_=900 FC_=450 FV = 285 FV = 285 FV =150 1. USE 12' CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. SAT" 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 8 SNORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WTH 12-INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WTH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WTH 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 ZJNC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1697 PREFABRICATED WOOD TRUSSES 1. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A LICENSED ENGINEER'S SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN A.ALL TRUSS COMPONENTS SHALL BE DESIGNED WITH 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 WITH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED. 4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWNG SIZE, SHAPE, AND LAYOUT. 5. JOSSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WTH THE CURRENT EDITION OF SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI). 6. 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 MAY BE DISREGARDED. 8. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN, AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESIGN/SYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. 2X4 SYP #2 BLOCKING: A. WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO TRUSS TOP CHORD W/ (2)-ROWS 0.131- X 3" NAILS AT 12- O.C. STAGGERED 6-, BEGINNING 4' FROM EA END. B. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL BLOCKING AT 24" O.C. AND NAIL TO TRUSS TOP CHORDS N (3)- 0.131' x 3' 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" TOE -NAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS'X" BRACING: MIN 2x4 SYP 92 AT ANGLE APPROX. 45" FROM VERT. TO EA. TRUSS MEMBER w/ (3)-0.131-X 3- NAILS. SPACE-X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS.'X' BRACING TO START 2(Yd MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2x4 SPF #2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'4Y D.C. MAX WIN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. 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 2. CONTINUOUS LATERAL RESTRAINT (CLR) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. Cr BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN, W%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). 13. AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 0.131"x 3' TOE -NAILS REQO. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W (2) 0131' x 3' NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER BCSI-03. 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 FEE'S 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 A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 7516 MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS, THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE AA: UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. REFER TO DETAIL TS01 THIS SHEET. PER CURRENT EDITION F8C-R SECTION M1305: NOTE TO CONTRACTOR: ATTICS CONTAINING APPLIANCES SHALL BE CONTACT FOR FOR PROVIDED WTH AN OPENING AND CLEAR AND ADDITIONAL REVIEW PRIOR UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO TO CONSTRUCTION IF ALLOW OF THE LARGEST APPLIANCE BUT LL REMOVAL TRU SS/PLAN ORIENTATION NOT LESS THAN 30' HIGH AND 27 WIDE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN 30' DEEP AND 30' DIFFERS THAN INDICATED It WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE THIS DETAIL APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M7305 FOR ADDITIONAL REQUIRED 2 INFORMATION NOT COVERED ON DETAIL SEE ROOF SHEATHING PLAN! ATTACH PER NAILING SCHEDULE 22'MIN. GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER MM/7 UNITOR SYSTEM TO SYP RAT RUN ASHALL BE PROVIDED TOP AND BOTTOM MIN BY MECHANICAL (2)SAYS PAST A/Cj LOCATION. MIN (3) BAY CONTRACTOR OR BV LAP W/(2,)0'167x OTHERS,NOT BY MCD 3-12" NAILS TO EACH TRUSS. TVP EACH SIDE i STANDARD TRUSS BOTTOM CHORD / I W I l A/C IN TRUSSES 3/4"=1'T FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3W 0 HOLE MIN. S' DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL 65 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 Nr 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 WITH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2112S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD 9UBST11TVIION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5.OMRTED J43OLT -10 ALL THREAD ROD w/ 2' x 2" SO. WASHER DRILL & EPDXY w/ SIM PSON SET-XP EPDXY WITH MIN. 7' EMBEDMENT. -12'x6" SIMPSON TITEN HD THREADED ANCHORS W LBP12 WASHER MAY BE USED ILO 117' JAOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS FOR BED JOINTS 10-1', GROUT FILL CELLS IN BLOCKAFFECTED (NO VERT. REINF. REO'D) FOR HEAD JOINTS GREATER THAN 314-, GROUT FILL CELL IN SLOCKAFFECTED ON EA.SIDE OF JOINT. PROVIDE 111 #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. '"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW. AS WELL AS 1A(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 BEAMIFTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <12', NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM-12"-1-10% GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8". CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, FY = 50 KSI FU =65KSI - TUBE STEEL (MSS): ASTM A500, GRADE B, FY = 42 KSI - PIPE STEEL:ASTM A53, GRADES, FY=35KSI - ALL OTHER STRUCTURAL & MISC. STEEL: ASTM A36, FY = 36 KSI 2. STRUCTURAL STEEL CONNECTIONS: ALL BOLT CONNECTIONS SHALL BE AT'SNUG-TIGHT CONDITION AS DEFINED IN AISC 360. - BOLTS USED IN STEEL CONNECTIONS: A325 UNC. 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 DRAWINGS TO BE PROVIDED TO FOR FOR REVIEW AND APPROVAL BEFORE FABRICATION. SHOP DRAWINGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTIONS ATTACHMENTS (INCLUDING WELD SIZE AND TYPE), FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS 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 I` STANDARDTRUSS TOP CHORD VARIES OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2x4 #2 SYP CROSS BRACING (AT 45') W (3) 0A48' x 3-1W NAILS TO RAT RUNS, TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS RED'D FOR LEVEL WORKING SURFACE O � J �V 3 � �>� feerfeOpe®• •� Lr � r O G b ti /'�t `dN 0 p uIX yN zI .0 Vz q� <; 3 O i oI STRUCTURALE TH S SIRUCT: DP < OO CHEGX: OC 0 w JDB No. STAR-18409 t SCALE: AS INDICATED WDATE: 10/1823 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. I I I �ME m� I I 138E-NR 11386-LR 11386-KR 11386-J 11386-M 11386-AR 11387-M 11386-BR 1 13860 BUILDING KEY NOTE: SEE PAGE S2.1 FOR NOTES AND FOOTING SCHEDULE ?w x Qw 17R'Ji' I � N INSWING DOOR RECESS NOTE: INSWING DOORS WITH COVER (MIN SIFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR)DO NOT NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED AND CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS O 5 FOUNDATION PLAN 1386-NR LOT 72 1386-LR LOT 73 1386-KR LOT 74 1386-J LOT 75 1386-M LOT 76 1f4"=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. ��tt14111111Ap/1 ir��Ns�•®sue O I I Z ® J ci I : C[ s �® %1% M - ow if C 7 r � O .n. E G J_ W D O rJ =W J - Q Z DXz - 0- WW0 yCIL TH 0 w JDS No. STAR-1BC2T 2 S- AS INDICATED w DATE: 1011N23 of S2 I I I 1�//, 1386-NR 11386-LR 11386-KR 11386J 11386-M 11386AR 11387-M 113WSR 11386-0 RNbMINULY--JAIGA&ZUNU1h: FOUNDATION NOTES: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR)DO NOT 1. PROVIDE MIN.6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN.V AND SEALED. REFER TO FBC-R CURRENT EDmDN SECTION R50622 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIREDANDCONTRACTOR TO FOLLOW THE TYP. 2 PROVIDE3-12"THICK25 PSICONC.SLABW616xW1.4M4WELDEDWRE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRIC (WNF). PLACED IN MIDDLE TO UPPER 1MOFSLAB DEPTH OVER6 REQUIRE A RECESS MIL VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT W I N. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. IN- DOORS WTH COVER (MIN 5FT RADIUS N1 ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS NOTMET IN ANY DIRECTION, A RECESS IS REO-D & CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL.INSWNGDOORSV NOCOVERREQUIREARECESS 4. EXTERIOR SLABS SHALL SLOPE IW PER FOOT AWAY FROM HOUSE. 5. CONTROL JOINTS(IF SHOWN)ARE NOT REO'D BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. GONG) CONTROL JOINTS TO BE SAW CUT A DEPTH OF IW OF THE THICKNESS OF THE SUB. FILL CUT WAPPROWD JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD, 6. MECHANICAL EQU IP. LOCATIONS WLL BE DETERMINED BY COMMUNITY & CGUNTYCODES. T. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANCA - SYSTEMS SHALL BE RAISED AT LEAST T ABDW THE RNISHEDGRADE \ AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. r e. NO WOOD STAKES PERMITTED IN RN.INDATxN1. r 9. PENDING SITE CONDITIONS. FOUNDATION MAY HAVE TO BE STEPPED DONAFn SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP +� LOCATIONS IF REOU IRED 10. SEE DETAIL TABLE MD06 ON S1.1 FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MFID ON S3 FOR STANDARD FOOTING STEP DO- AND CORNER INFORMATION. 11. ANY EQUIPMENTAND/ORAPPLWICESHAWNGANONWNWURCESHALL BE ELEVATED A MIN OF IT. CONTRACTOR TO PROVIDE SUCH PLATFORM wi ERHERMASONRYOR WOODCONSTRUCTION 40 12. ASSUMEDALLOWABLEWILBEARINGPRESSUREAFTERC PACTCN: WXI PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEETOR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OFFOUNDATON DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND OOHESNE SOILS, COMPACTED IN 12- LIFTS TO AT LEAST 95\ OF MAX DRY DEN -AS DETERMINED BY ASTM - 01557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PUN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACNY OF 2000 PSF. 13, PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED. G.C. TO DETERMINE REOUIREDCOURSES FOR STEMWALL FOUNDATION, SEE$TEMWALL CHART FOR REQUIRED REINFORCEMENT AND FOOTING SM PENDING DEPTH OF STEMWALL. IF CHART IS NOT PROVIDED. CONTACT FOR TO REVIEW AND PROVIDE 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEMLE-STOP- CONTACT E.O.R. PRKK TO CONSTRUCTION 15. ALLFOUNDATIONPADSVJHERESHOWNONTHEBELOWFOOTMG SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING W LL BE MEASURED FROM THE LOWESTSLAB ELEVATION MAINTAINING A MINIMUM DEPTH JS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS ANDIOR LOCATIONS. CONTRACTOR TO FIELD VERIFY All MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. 16. FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SLAB. FOOTING SCHEDULE 17a/2k12' ap w/15t EQUALLY SPACED EA. tO WAYMIN.THORQ. CLEARANCE BETWEEN BARS & T MIN. COVER TO EDGE OF CONC. MIN (2)05EW. 1A 1714N 17 tlp w/#Ss EQUALLY SPACED EA WAY MIN.THORR.CLEARANCEBETWEEN BARS& 7 MIN. COVER TO EDGE OF CONC. 2P SIDE @3'O.C.BMIN (3)#5 PARALLEL TO IT SIDE "O.C. _ 24N14N17 dp w/ #5'1 EQUALLY SPACED EA- 2O , MIN.THCR2.CLEARANCEBETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (3)#5EW. 28"128N 12" dp w/ #5'1 EQUALLY SPACED EA, 2.3 WAYMIN.7 HORIZ.CLEARANCE BETWEEN MIN (4)05 E.W. BARS & T MIN. COVER TO EDGE OFCONC. 30'x30N12' 1p w/ #51 EQUALLY SPACED EA. 2.5 WAYMIN.T HORIZ.CLEARANOEBETWEEN MIN (4)#5 E.W BARS & T MIN. COVER TO EDGE OF CONC. 37x 17 tlp w/ CPS EQUALLY SPACED EA, 2.6 WAYMIN.7 HORR. CLEARANCE BETWEEN MIN (5)# 5 E.W. BARS & T MIN. COVER TO EDGE OFDWG. 33Y 17 dp w/ f'Ss EQUALLY SPACED EA O WAYMIN.THORIZCLEARANCEBETWEEN BARS & T MIN. COVER TO EDGE OF CONIC. MIN (5)#5 E.W. 42"142"x12'tlp 1/#5'1 EQUALLY SPACED EA. 3.5 WAYMIN.7 HORIZ.CLEARANCEBETWEEN MIN (6)♦5 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 42 42N 16"dP w/ W. EQUALLY SPACED EA. WAYMIN.2'HORIZ. CLEARANCE BETWEEN BARS & T MIN. COVER TO EDGE OF CONC. MIN (6)05 E.W. 4B1d ITtlp w/#51 EQUALLYSPACEDEA 4O WAYMIN.7 OR CLEARANCEBETVJEEN BARS & T MIN. COVER TO EDGE OF CONIC. MIN (7)#5 E.W. 48'k4 16' dp w/ #Ss EQUALLYSPACED EA 4A WAYMIN.2'HORQ. CLEARANCE BETWEEN MIN (7)#5 E.W. BARS & T MIN. COVER TO EDGE OF CONIC. 4S"adB'x24" dp *1 Vr* EQUALLY SPACED EA, 68 WAYMIN.T HORIZ.CLEARANCEBETWEEN BARS & 3- MIN. COVER TO EDGE OF CONC. MIN (8)#5 E.W. 5 In 17 tlp*1! ,EQUALLY SPACED EA. 4.3 WAY IN. T HOR. CLEARANCE BETWEEN R BARS & T MIN, COVER TO EDGE OF CONC. MIN(/)#5E. W. 54'k54'k16' dp'AIT' EQUALLY SPACED EA 6.5 WAY MIN. 7 HORR. CLEARANCE BETWEEN BARS& TI4IN. COVER TO EDGE OF CONIC MIN (8)#5 E.W. 54Y54t24'tlpwH5'1 EWAU.YSPACEDEA. ® WAYMIN.7 HOR Q CLEARANCEBETWEEN MIN (9)05 E.W. BAR$ & T MIN. COVER TO EDGE OF CONC. BG'4fi0'Y18" dp w/N5" EQUALLY SPACED EA O WAY MIN. T HOR2. CLEARANCE BETWEEN BARS & T MIN. COVER TO EDGE OFOONC. MIN (9) # 5 E W 6VX6S116' dp W. EQUALLY SPACED EA. I 5.5 WAY MIN. 7 HOR IZ. CLEARANCE BETWEEN MIN(10)#5 E.W. FOUNDATION PLAN l ,Jdb-AK LU I// l 32ib-M LU I I d l 6db-bK LU I t V l -Jdb-U LU I W 1/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 10 Q 14 dS CD " G3 4l C;Z & A\ G e e Z v Mf V e V CL Z F O F Q ZI -a Z UIC <3s O O ZC 2 € i P O STRUCTURAL ENG: TH v) DRAFTING: O 5� ITRUCI DP a OC CHECK: O CC w JOB No. STAR-1B109 i SCALE: AS INDICATED w DATE: IWISM a of S2.1 2. BEARING WALL PER EXTERK)R WALL 2x BEARING WALL PER EXTERIOR WALL IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF 2x BRIG WALL PER PLAN SHEATHING PER PLAN. PLAN SHEATHING PER PLAN. HOLD NON-BRG WALL ABOVE -WALL SO BASEBOARD IS BEARING / FOOTER PLAN AND BEARING SEE DETAIL WF10/SD4 2. P.T. BOTTOM PLATE SEE DETAIL WFIOISD4 BACK SO BASEBOARD ANCHOR TO HAVE MIN. SITTING ON WALL SCHEDULE FOR MORE INFORMATION FOR MORE INFORMATION IS SITTING ON 2z P.T. BOTTOM PLATE d ATTACHMENTS PER FOUNDATION BELOW NON -BEARING WALL L EMBEDMENT BELOW MIN S FOUNDATION BELOW d ATTACHMENTS PER PLAN IF CURB IS TALLER THAN LOWEST STEP OF (MAX 7) 7 2xSR WALL PER 2x P.T. BASE PLATE PLAN BUILDER TO PROVIDE SILL BUILDER TO PROVIDE SILL 8", CONTRACTOR TO ADD (MAX Y) CURB MAX I PLAN AND BEARING CLEAN COMPACTED SEAUNTflNSULATION SEALANTANSULATK)N (1)05 CONT. BAR we BUILDERANPROVIDE SILL IFILL BUILDER TO CONC. SLAB PER 11) K CONT. 1-12' ,� n SEALAN TO PROVIDE WALL SCHEDULE DENSITY %STANDARD CENTERED WITHIN CURB 2' COVER 7YP - CONC. SLAB PER OFF SET 0 BOTTOM w a PROVIDE SILL FOUNDATION PLAN CONCRETE SLAB PER W/ MIN. Y COVER MAX w_ I 2x P.T. BASE PLATE FOUNDATION PLAN FOUNDATION PLAN PLATE CONCRETE SLAB PER - EALANTANSULAT CONIC SLAB PER a S ION CONCRETE SLAB P g FOUNDATION PLAN > OFF SET BOTTOM y FOUNDATION PLANER • 1? PLATE w •�„ FOUNDATON PLAN > o VARIES .II. I YI GRADE SEE PLAN i u GRADE - - LI,II — _I I II -�[i, _t CLEAN COMPACTED (2)#S CONT. REBAR ON nL I) .—FILL@95%STANDARD —.�(2)#S BARS CONT. W/CHAIRSW IMIN.3' :CLEAN COMPACTED ( S i'"DENSITY 3'COVER TYP. 8' 8' 8'S'I COVER -0" -- FILL®95%STANDARD-- „I 1 (i)i5BAR CONT. .I-i '- (2) #5 BARB CONT. VJ/ DENSITY l21 #5 CONT. REBAR ON { - � ' �. ' CLEAN COMPACTED W/ 3" COVER TYP. 3' COVER TYP. CHAIRS W/MIN.3' FILL �95%STANDARD CLEAN COMPACTED (2) 05 BARS CONT. W/ PEN DINGSITE COVER 8' 1-0' DENSITY FILL ®95%STANDARD 3' COVER TYP. CLEAN COMPACTED CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG PENDING SITE DENSITY FILL @ 95%STANDARD y DETAIL MF20 FOR SHALL BE V' WIDE W(3) NS BARS CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG DETAIL MF_ FOR WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG DEEP MONO DEEP MONO SHALL BE I'-0'NADEW/(3)NS BARS SHALL BE I'-W WADE W/(3)#50AR5 SHALLSEV4I"WIDE W/(3)#58ARS SHALL BE I'A'Vv1DE W/(3).-ARS M F01 TYPICAL EXTERIOR FOOTING FOZ TYPICAL GARAGE CURB FOOTING F0 NON -BEARING SLAB STEP DOWN uIFO� DOUBLE STEP FOOTING (Y�F0�5 BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING 3/a'=1'47 3/4"=1'T 3/4"zv-(r 3/4'=1'-0' 3/4"=1'-0" 3/4'=1'-0' { PENDING SITE CONDITIONS, NOTE TO C11 ONTRACTOR ALL REINFORCEMENT SPECIFIED IN PUN VERIFY YM DETAILS FOR RE7D VERIFY W/ DETAILS FOR REQ•D CONTACT FOR IF THICKENED FOUNDATION DETAILS SHALL TIE INTO EDGE IS REQUIRED TO BE STEEL AT 2 STORY LOCATIONS STEEL AT STORY LOCANIXJS NOTE: AT FRENCH SEE FRAMING PLAN ADJACENT MONO AND/OR STEM WALL S 1? DEEPER THAN 17 FOUNDATIONS AS SPECIFIED THIS DETAIL. DOOR LOCATIONS. FOR MORE -__- - MIN. 2P BEFORE ++ CONTRACTOR TO `a------1 a z ANOTHER STEP :.•`,I, . VERIFY VIATH DOOR INFORMATION �i SEE FRAMING PLAN 1 w a O MANUF. FOR ' AND PARTY WALL GARAGE CONIC. SLAB PER 811Y THICKENED F , I REQUIRED RECESS SLOPE :} DETAILS FOR MORE FOUNDATION PLAN SLAB W#(1)#5 CONT. 'm3 .11 I INFORMATION I /q•MIN W/ 3' COVER TYP. z - > a 95 CONT. CONCRETE SLAB PER 0 1' r f, I�: REINFORCEMENT SEE THRESHOLD SPECIFICATIONS RS FOUNDATION PLAN - GRAPE 2 j 3 Ir ^ " .I FOUNDATION PLAN THRESHOLD PER FOR QUANTITY MANUFACTURER'S 1 1 r ���� SPECIFICATIONS TOP VIEW (fD GARAGE ALL wa w m ' 1,���i5z25'z25'CORNER CONIC SLAB PER C BEVONDW _ .... 1 , : I-1 • ' BAR, ONE FOR EA _ .-. FOUNDATION PLAN G IMP' a .a , ;VERIFY PLAN DE TAILS �•� '• HORIZONTAL -. PROVIDE 3/4 MIN. CORNER p- .� s CONIC SLAB PER { SLOPED RECESS AT B d - :- w FOR REQUIRED NS +•• _ 5 p _ `{ REBAR, TYP. U.N.O. FOUNDATION PLAN § k I I i (' GARAGE DOOR MAINTAIN DRIVEWAY BY BUILDER - _I I I I C. y _ SLOPE CONCRETE OR PAVERS =16' MINT i SLOPE -, FIN. FLR. VERIFY PLAN DETAILS I : i �I I 1 BEND EACH CONT. #5 1 114 i-P FOR REQUIRED #5 PER MFG SLOPE EXT. SURFACE BAR AT STEP DOWN, CLEAN COMPACTED CONT. BARS. MAINTAIN OR GRADE FROM v I < k OR INSTALL i5 HOOK 3' COVER TYP. BARS FOR EACH CONT. FOOT AWAY FROM (3) #5 CONT. REBAR FILL@95%STANDARD CLEAN COMPACTED DENSITY BAR. LAP REBAR PER BUILDING FILL 95%STANDARD ON CHAIRS W/MIN. W,#5 CONT. mMIN. #4®TOP j TABLE M0080N 51.1 12' FIBER EXPANSION 3' COVER W/3" COVER TYP. 4' i 1,J", " AS REQUIRED DENSITY REQUIRED PER APA I PORTAL FRAME SPECS THICKENED EDGE IIFO� TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING Fi3w THICKENED EDGE @ GARAGE DOOR 3/4"=1•qY 3ia'=1'-0' 3/4'=1'-0' 3/4'=1'-0' 3/4'=1'-0" 3/4'=1'-0" i (2) #5 z 4'-0' BARS I'TYp 2' SCH.40 STEEL PIPE IF MASONRY WALL OR ALL REINFORCEMENT SHALL CENTERED AT PIPE PVC OR SCH40 SLEEVE FILLED WA 2500 PSI COLUMN IS ABOVE, MAINTAIN 3' CLEAR TO PENETRATION CONCRETE. BOLLARD HOOK VERTICAL TO BE MIN. 3FT TALL 1 10 MAX 1 1re MAX. STEEL TO BOTTOM ANY AND EXPOSED CLEAR TO ANY FACE EXPOSED TO . „ E70X 1/4 ROW OF STEEL. WEATHER '� + <� - • SEE PARTYFRAMIWALL f 8"CMU- � CONIC. SLAB PER _ AND PARTY WALL FINISH PER ELEV. IF CURB IS TALLER THAN DETAILS FOR MORE FOUNDATION PLAN CONIC. SLAB PER , ( { (4) 1/4' x 3/l4" 1-� FOUNDATION PLAN 8"C.M. U. FINISH PER III- I) I -I 5"x5'x3/8-THICK A36 I L. I SUP-RSTUD g',CONTRACTOR TO ADD INFORMATION FINISH FLOOR ELEy E STEEL BASE PLATE L' L 2 #5 I ; I ( "II"II FASTENERS W/ MIN. () CONT. BARS W/ MIN. FINISH FLOOR o I I ) {I 1-ir1'EMSEDME T COVER -'- THAN T--0', ADD (1)#5 IF FOOTING IS TALLER PENETRATING + ^ REFER TO INTO CONCRETE e PIPE. MAX 4" i - :_FOUNDATION PLAN Y w AT 114 POINTS OF SECTION A -A- BARS T (2) p5 BARS @TOP FOOTING DEPTH RADE PENETRATING PIPE j ( - I III- I .III : FOR CONT CONCRETE N PLAN PER MAX 4" SEE FDN E FOUNDATION PLAN > E WHEN MONO DEPTH ! >? PLAN FOR �_ FOUNDATION Z' SCH. 40 STEEL PIPE EXCEEDS 26 , IF e #5 LOOP TIE (TYP.) I g-� INFORMATION FILLED WI 2500 PSI 1/� DEPTH <26- THESE I i CONCRETE. BOLLARD E70X BARS ARE NOT REQ'D PVCSLEEVEMAX :•+- REFER TO - GRADE i E PIPE PERPENDICULAR TO FNO TO BE MIN 3FT TALL O \ N ATI P I.- _ 6"DIAMETER . ''I .. I",. FOU D ON LAN N35TIRRUPS �4S { ,: FOR CONT. _ 5'x5'x3A3' THICK A36 :.:.. . i O.C. WHEN MONO I FOOTING PER PLAN z CONTACT FOR FOR ADDITIONAL REVIEW ,I •III . I DEPTH EXCEEDS 2S E I FOUNDATION STEEL BASE PLATE FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS : F+ ( ,� • I CLEAN COMPACTED INFORMATION _... i _ I IF DEPTH <28' THESE }° FILL ®95%STANDARD (4)1/4'x3-1/P f 1 III �I BARSARENOT REOD I I (SIDE VIEW) DENSITY FOOTING PER PLAN A A SUP-RSTUD PVC SLEEVE". CONCRETE SLAB PER FASTENERS W/MIN. 'i-1 i- I:I (2)NS BARS CONT. Wtl ,? ( — CLEAN COMPACTED (FRONT VIEW) MAX6"DIA _ PAN 2.1/4"EMBEDMENT 3"COVERTYP. Y' FILL�95%STANDARD INTO CONCRETE 11 1 �' DENSITY CLEAN COMPACTED IF FOOTING IS TALLER THAN T-T. ;III I I 'q , < - III FILL 95%gTgNDARD (3) #5 CONT. REBAR ON FOOTING IS REQUIRED TO BE 3'4r WADE I DENSITY CHAIRS W/ MIN. 3"COVER W/(4)#5 CONT. BARS W/3"COVER F1 TYPICAL FOUNDATION PENETRATIONS I I 1I l i-=) I Fl BOLLARD DETAIL F1 PARTY WALL FOOTING W/ CURB F2 DEEP MONOLITHIC FOOTING 3/4'=V-0" PIPE PARALLEL TO FND 3/4' = 1'4r 3/4" = Y4r 3/4'=r-0' ALL REINFORCEMENT SHALL SEE FRAMING PLAN & MAINTAIN 3' CLEAR TO PARTY WALL DETAILS GRADE AND 1-12' CLEAR TO ANY FACE EXPOSED TO SEE FRAMING PLAN d FOR MORE WEATHER PARTY WALL DETAILS INFORMATION FOR MORE �'712' W E BARS � TOP INFORMATION IF CURB IS TALLER THAN EXTERIOR WALL MAX. WHEN MONO DEPTH EXCEEDS 26. NOT ^ w 8", CONTRACTOR TO ADD SHEATHING PER PLAN. EXTERIOR WALL SEE DETAIL WFI0/SD4 REQTJ. IF LESS THAN (2) 05 CONT. BARS W/ MIN. 2S DEEP 0 1 SHEATHING PER PLAN. 7 COVER �` FOR MORE INFORMATION az ( ) #5 BARS Q NOSING SEE DETAIL WF10/SD4 -• jt BUILDER TO CONIC. SLAB PER CONC. SUB PER FOR MORE INFORMATION w ^ + PROVIDE SILL NS CONTINUOUS REBAR FOUNDATION PLAN FOUNDATION PLAN ) :N a SEALANTANSULATION AT NOSE, MAINTAIN MIN. ' BUILDER TO > 2 � 3' CONCRETE COVER , ' CONCRETES PER PROVIDE SILL CONCRETE SLAB PER • i 11"MI wS SEALANTANSULATION VARIES, FOUNDATION PLAN FOUNDATION PLAN S GRADE 7-3/4' MAX #3 STIRRUPS 4S I �' ti w g `^ . • 1 _ I,-_. < O.C. WHEN MONO . �. {LC DEPTH EXCEEDS 2S1 i.. _ _ ( := GRADE I I_� p ,. 1 .71 20 IF DEPTH IS LESS .I�.. �p •Y —) - I I I.i t: I f 1 II .Ii q. I� 1 :5pt .I:{' THAN 2S, STIRRUPS ARE NOT REQD FNJII I (I I. III 4 iT- -II' W/3'COVER TYP. c CLEAN COMPACTED I I ()#SCO SW/MIIW II (3)#5CONT REBAR II ( ,,,III d $ S (3) #5 BARS CONT. ON CHAIRS W/MIN. t '— - ON CHAIRS W/ MIN, k CLEAN COMPACTED FILL @95%STANDARD 27 TEP SECTIONWlS 3'COVER CLEAN COMPACTED DENSITY 1-S 3-COVER CLEAN COMPACTED ; FILL 95%STANDARD FILL ®95%STANDARD COVER TYP. DENSITY 1'£ FILL I95%STANDARD DENSITY F2 DEEP MONOLITHIC FOOTING W/ STAIR F3 TY EXTERIOR PARTY WALL FOOTING IF3� EXTERIOR PARTY WALL FOOTING F4 FOUNDATION @ GARAGE STEP-DOWN NOT USED 3/4"=1'-0' 3/4"=1'4Y 3/4"=1'-0" 3/4"=V-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. F `!!lN11111111/4 4 A' Mt � a O • P °O a J Z p$p ci FT N� ofF �O O W d� o 8_ ZZ z o Z j O I=o F 0 E- j— too s UJI F LFF� U lO�x yF W o 0" a w LU LL O F to �z Op Z � N w F + OI o Z N n c) y (A ~ 0 V W m o =az - Fa}3 w � O wW MLXZ a- o W 4—Lf(A Tp cn k— • Z EL f p 61RUCTURAL ENG: TH GRAFTING Z S STRUCT: DP K DC CHECK: cc w J08 No. STAR-18408 t SCALE AS INDICATED PATE. =1623 o IS S3 SHEAR WALL SCHEDULE EXTERIOR FRAME WALL EXTERIOR FRAME WALL NOTES SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT III TAG PANELS SIZE FIELD TOP PLATE Ifl 12• SIMPSON 5V THREADED 12' J-BOLT (STARLIGHT) SCHEDULE 1. WALL STUDS WITHIN SIFT OF EACH CORNER ARE CONSIDERED TO EDGES BOTTOM PLATE VERTICAL HORIZONTAL TITEN HD ROD BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. ESw6' ad 6' O.C. 12" O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. 2z STUD 24' 37 32' 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE ESW4 PER DETAIL COMMON 4' O.C. 12' O.C. (2)-ROWS 3' O.C. 3' O.C. _ MIN. 2z STUD PER DETAIL 16' 2e 24- EXTERIOR PLASTER FINISH FRAMING PLAN. ESWJ WF10/504 (0.131'x 2.g) 3' O.C. 12- O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. (2}2x OR 4x STUD WF10/SD4 12, 16, 16' WALL HEIGHT INTERIOR ZONE END ZONE 3. SEE DETAIL WF70/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. ESVJ2 70.C. 170.C. (2).tOWS 3'O.C. 70.C. MIN. (2).2z OR 4. STUD NOT ALLOWED 12 17 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF ISW7 10 GYPSUM 5d COOLER- 7' O.C. 7' O.C. 7" O.C. 7' O.C. MIN. 2z STUD MIN. 2x BLOCKING 24" 37 32" 81-W 2x4 SYP &2 @ 1S• O.C. MAX 2x4 SYP $2 @ Is- O.C. MAX NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D% OF THE ISW6 Bd S' O.C. 12' O.C. 4. O.C. 4' O.C. MIN. 2z STUD 24• 37 32 9'-0' 2x4 SYP 0201S' O.C. MAX 214 SYP �2 ®770.C. MAX SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF ISW4 7n6• STRUCTURAL COMMON 4' O.C. 17 O.G. /' O.C. d' O.C. MIN. 2x STUD PER DETAIL 18' 24' 24" EXTERIOR STUDS. 7 SHEATHING 2s") z WF10/SD4 4' IF WALL IS FRAMED WITH 2A STUDS OR LARGER, STUDS ARE TO I$W3 IN 75rJ2' SHEATHING 3' O.C. 17 O.C. P O.C. 4' O.C. MIN. (2}2z OR 4z STUD 17 18' 18' 9'-d' 2z4 SYP Y2 @ 17 O.C. MAX 2z4 SYP N2 @ 17 O.C. MAX BE MIN. SPF #2 @ Is- O.C. MAX U.N.O. ON FRAMING PLANS. ISW2 7 O.C. 17 O.C. 4' O.C. 4' O.C. MIN. OR dz STUD NOT ALLOWED 17 17 1.N.0.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESWS. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR ARE WALLS 101-W 2x4 SYP N1 ® 17 O.C. MAX 2z4 SYP k1 08. O.C. MAX ULTIMATE WIND SPEED: 139 MPH EXPOSUREC Sd COOLER NAIL SHALL BE MIN. 0.086NI-SW LONG & 75OW HEAD. No.6 TYPE •W DRYWALL SCREW (1-1/4- LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL EXTERIOR SIDING EFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED T 1ST LEVEL SHEAR WALL ONLY. WHEN (2)2x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFDB/ SD2 8147 2z4 SYP IT2 @ 16" O.C. MAX 2x4 SYP K2 @ 16- O.C. MAX SBS =SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT 9'-0' 2z4 SVP i2 Q 16' O.C. MAX 2x1 SYP M2 � 18' O.C. MAX � ! SHEAR WALL SCHEDULE W/BOTTOM ANCHORS 3/ii�4'=1'4T BUILDER NOTE: '�'' 10'-0' 24svP r2@16 O.C. MAX 2x4 SYP 02@18 O.C. MAX 2z4 SYP 92 ® 12- O.C. MAX 2114 SYP M2 @ 12- O.C. MAX i 1 lx-L•:x1 SG4 APPLY TO NT1RE �REAR 1 WALL OF END UNIT ■®i m®©4.1 1ilSMIIWAWI IWA I_�©^ m� .1 OWN 91 m4J R IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS / MANUFACTURERS LAYOUT ----STOP--- 138&NR 11386-LR 11386-KR 1386-J 138fi-M 138"R 11387-M 1386-BR 138rO AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY , BUILDING KEY TRUSSES 1 2z4 SYP 92 EXTERIOR FRAME WALL STUDS 0 12- O.C. M 1 1 :SWe L S p w L l 1 1 I M 7 D I I D 7 7 F SD4 2 I ..................... D01 � S 2 7 13 E � D .........__ ..._ D 7 F $04 I ! S F 7 H4x10 2 7 13 E _ M4x10 Rm1 E 73 7 2 H4xi2 D I Rm1 H4z10 / cM I O Rm1 H4x10 D Is®gLQMgg0' 1L 7 1►or u'LN�R Hn �0'.Of i I FJ3 N.O 1 FJ3 FJ3 FJ3 NA 1 WO 1 WO EE _EE 1 d , 82z8 LANDING I 82xe LANDING I I BEAM 1 I 1 BEAM I ' 82z8 LANDING ! 6a8 LANDING i D BEAM , "' NOTE: DOWNSET D -FJB ( 1 BEAM - -FJ6 r ° NOTE:DOWMSET 1 HEADER AT o-� DOOR LOCATION �" E 1 HEADER AT E DOOR LOCATION 1 1 1 _.. ;- D __ - NOTE:DOVvNSET D F ;' NOTE: ATTACH BEAM TO I - NOTE: DOWNSET F' ( m NOTE: ATTACH BEAM TO FJ6, HEADER AT -a- r 1 MIN. 3-PLY BUILT UP 2 HEADER AT "' 1 2 MIN. &PLY BUILT UP DOOR LOCATION E 1 -, COLUMN BETWEEN _- DOOR LOCATION 1 E i COLUMN BETWEEN I 1 f NOTE: ATTACH BEAM TO I DOUBLE TOP PLATE & .� m NOTE: ATTACH BEAM TO I �x DOUBLE TOP PLATE 8 I MIN. 3-PLY BUILT UP HEADER USING HUC46 D E ( MIN. 3-PLY BUILT UP E D HEADER USING HUC46 " COLUMN BETWEEN 1 1 _. -... "- 1 �' COLUMN BETWEEN _ �` - F- 1 DOUBLE TOP PLATE & - ... , ` ,m""""" 82x12 -' �^ , DOUBLE TOP PLATE & _ S2x12 ) / HEADER USING HUC46 p ^^ E I LANDING HEADER USING HUC46 p ^^- E I- LANDING E .. . FJS B2x12 I . FJS., BEAM _BWM BWI ( ._. B2z12 d E 1 ' - LANDING BEAM 1 BW7 FJS I 1 LANDING ..: E 11 6 .BEAM i I r' r FJS BEAM ; r .__.. z"///t / rrrr ' rr BWI i I 1� r BWI I BWI BW7IS C '.! D 1.•-r BW1 ( 1 D ..: S r ( PLATE HEIGHT AT BOTTOM " LL I ( FJ1 E.,..._ �I 6 FJ1 OF FLOOR SHEATHING S""" 8 _ FJ1.-_.. E .. ,�....... i .117E 1 vW FJ3 1 F13 E D 1 I I 11 E BVJz , am D _ I 1 11 E H2z6 H2x8 I H2x8 H2xe I D BW2 I -- BW2 APPLY TO ENTIRE O I F'H 7 12 E 1 FRONT WALL OF H2z6 H2z6 1 ^ F'M I H. _H2x12 _H2z8_ END UNIT =__ = FA1 =__ _, E 72 7 m FA 1 I BW2 =- - x FJ4 1 1 BW1 i BW2 I FJ4 2 +� s I SDS DS m 12 E 1 -_ ___ _JO ___ _ FA 1 Mbz12 Rm1 H3.5x9.25 I F.N p BW2 H3.Sx9.25 Rm1 H4z12 1 ae 2 u y H4z12 ' - Y Y 2 —JI Rm7 H3.5z9.25 1 1 H4x12 Rm1 H3.Sx9.25 I D 1 - 12'6• (EXTENT OF PORTAL 17-212" (EXTENT OF PORTAL 1 12'-212" (EXTENT OF PORTAL ' 19 13 E I I WALL FRAMING - SEEP DETAIL) WALL FRAMING - SEE DETAIL) I 1Y-212' (EXTENT OF PORTAL WALL FRAMING -SEE DETAIL) I WALL FRAMING - SEE DETAIL) I Sp 2- SVP k2 EXTERIOR FRAME WALL STUDS @ 17 O.C. MAX FJ3 BEAM STANDARD 1ST FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS. ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW (DOOR OPENINGS @ 1ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOWWS09/SD4(AA) U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL 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 IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND = 9'-l' T.O.W. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL = 8'-l' T.O.W. 2ND FLOOR INTERIORIEXTERIOR BEARING WALL 'A' =ALIGN WITH COLUMN ABOVE a BdgV W 6 'I d Qi + „.r Pt ;Z Z LL Q g 1 W p O i 1 I 0 w 1 T a OF b U 2 w r Z O I O z za F lC z i r U W p , — a w Q C3 1 w_ E W 7 H o D 1 0¢G OZ < Q i WO ^Z O w z w fi 8 O z N Q 0 Z oM �F �� as O a so Z �� I NOTE: DOWNSET = HEADER AT 1 J i1 j -1 (rT Z Jy I DOOR LOCATION NOTE: ATTACH BEAM TO ¢ ¢ N :LL V Z ' pN S' MIN. 3-PLY BUILT UP COLUMN BETWEEN w H r U) 'j Z J O Ctt�'gq 81 �..• I -__ DOUBLE TOP PLATE & LLvN/, O - W L.L Q IL •• p HEADER USING HUC46 1 O w U H_ U g W ul K LANDING LANDING E 1 - I O w ~ LU w Z O d BEAM FJS ' _r I aS I U 2 < m1 U U N D I w w m w N + 13q ...... FJ1 z co z 4V WG I < 0 o p o UJ M 0 V FJ3 M m 1 J 0 I- WZ - D I O � Fm f- a 3 x�0 f•- M2z6 ul O H � wwo m1z 7 z FJ4 0 ,ao p 4L a W BVJZ D FJI 1 O O a a). U 2 1 N p STRUCTURAL ENG: TH 113.5z9.25 Rm1 H4z12 17-212' (EXTENT OF PORTAL I - NU' WALL FRAMING - SEE DETAIL) 1 1 STRUCT: DP 1 ti OC CHECK: I ST pw JOB No. STAR-18109 6 F SCALE: AS INDICATED 5 1386-NR LOT 72 1386-LR LOT 73 1386-KR LOT 74 1386-J LOT 75 1386-M LOT 76 0 ;� mnE NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND FIRST FLOOR FRAMING PLAN N = S5 t /8„_ 1,-0„ 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. I I ! I i/ r 13WNR H366-LR 13WKR 1386J 1386-M 1386-AR 1387-M 138&BR 13860 BUILDING KEY SHEAR WALL SCHEDULE SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR B( TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL nl HORIZONTAL 12' SIMPSON SS' THREADED 1? TITEN HD ROD ESWB' 8d 6' O.C. IT O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. 2x STUD 2,r 32' ESW4 PER DETAIL COMMON 4" O.C. 12' O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. Z. STUD PER DETAIL 16" 24' ESW3 WF1dSD4 (0.131' x 25•) 3' O.C. 1T O.C. (2)ROW53" O.C. 3' O.C. MIN. (2)-2z OR 4x STUD WF101SD4 12 i6' ESW2 T O.C. 1T O.C. (2).ROWS 3" O.C. T D.C. MIN. (2}2z OR 4x STUD NOT ALLOWED 12" ISM' 11T GYPSUM 5d COOLER- T O.C. 7" O.C. 7' O.C. 7' O.C. MIN. it STUD MIN. 2, BLOCKING 24" 32' ISMS B'O.C. ITO.C. 4"O.C. 4"O.C. MIN. 2x STUD 24' 32' ISW4 7/i6' STRUCTURALON q• O.C. 1T O.C. 4' O.C. 4' O.C. MIN. 2x STUD PER DETAIL 16' 21 ISHEATHING OR x r(2�M)' VuFidSD4 ISW3 15/3T SHEATHING 3' O.C. 1T O.C. 4' O.C. I O.C. MIN. (2}2x OR 4x STUD 17 16' ISV2 T O.C. 12 O.C. 4" O.C. 4' O.C. MIN. (2}2z OR 4x STUD NOT ALLOWED 1T J.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESWB. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS Sd COOLER RAIL SHALL BE MIN. 0.08611-W LONG 8 150W MEAD. No. 6 TYPE NV' DRYWALL SCREW (1-114" LONG) MAYBE USED IN LIEU OF Sd COOLER NAIL EFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED T 1ST LEVEL SHEAR WALL ONLY. WHEN (2)2z_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFO81 SD2 ,BS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT N31 SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS 3/4"=1'4T 1 1 STANDARD 1ST FLOOR FRAMING i. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07AON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW/DOOR OPENINGS 01 ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WFO9/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 (A -A) U.N.O. 4, IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF101SD4 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. ESNS ESW6 ESWO ESWJ I 1 1 1 I I 1 I i I 1 1 1 1 I 1 S 1 I 1 1 ..........._. D ...MR.I 7 D ..........._. .....7 F D SD47 7 p APPLY TO ENTIRE LL OF I 13 E 1 END UNITREAR 1. -.7 F H4z10 I SDO j Rmi I H4x10 SD4 -AK 7 2 __ _-- -VT JIFH4xi22F D H4x12 rDj_3 HIz10 D Rm1 H4z1 E 13 7 E 73 7 p 7 EjRi�'I H4x12 E 13 7E 13 7 p 7 4z12 1 7 0 7 13 E 7 13 E I D a i it 13 F E 13 11 19 12 E I �I 1 7D 1 �I 1 0 I FJ3 FJ3 UO 1 WO I FJ3 FJ3 I I I 82z8 LANDING BaB LANDING i BEAM BEAM i ..... I .') p .._ I 62z6 LANDING I - NOTE: DOVNJSET .-__ FJ8 , BEAM , NOTE DOWNSET.---B2zB LANDING HEADER AT DOORLOCATION -HEADER " AT DOOR LOCATION I BEAM p ., NOTE' DONMSET _ ..D .':NOTE: pFJ6 ATTACH BEAM TO MIN. 3-PLY BUILT UP I x 1 -^ -+- NOTE: DOWNSET HEADER AT I ' NOTE: ATTACH BEAM TO MIN. 3-PLV BUILT UP fJB..:.... HEADER AT DOOR LOCATION 9 COLUMN BETWEENE DOOR LOCATION COLUMN BETWEEN E O DOUBLE TOP PLATE & USING HUC46 D . E1tMIN. NOTE: ATTACH BEAM TO 3PLV BUILT N COLUMN BETWEEN 1 I DOUBLE TOP PLATE &HEADER HEADER USING HUC46-=MIN. NOTE'ATTACH BEAM 3-PLV BUILT UPT COLUMN BETWEEN I FJS#.I LANDING ;BEAM �.-.. --E _. f --- p DOUBLE TOP PLATER HEADER USING HUC48 1',, II 1 I . .. $LANDING' I -- DHEADER DOUBLE TOP PLATEBZz12 USING HUC46 _FJS ! FJS �. 1 ..::: amLANDING 1 : 92z12 ..-_.._.„�"- _ 1 — . :: , B-12 y1ry.,.. BW7 -'BEAM LANDING BEAM ... Fir WO ,,.. 1..- w � ewt -- r E I // /... , �I� x 1 _ �' PLATE HEIGHT AT BOTTOM OF FLOOR SHEATHING Eu C ) FA E ,> fj FJi E -1 1 1 - I FJI I 1 E D I FJ3 I FJ3 WD I 1 1 I I FJ3 FJ3 J D BW2 C EE t H2x6 H2x6 1 H2x6 H2x8 1 E 11 I I BW2 D I I BW2 D FA7 12 E I 1 F14 7 12 E , APPLY TO ENTIRE H2x6 H2z6 1 1 H2d6 H2x72 - FRONT WALL OF fJ4 I _ === I FA __= I END UNIT BWl E 12 7 2 fJ4 D BW2 BW2 FJ4 IDS SDS FJ4 H4z12 Rm1 HSSx9.25 BW2 F14 H4z12 Rmi H3.5.9.25 p 0 D -- _-- - -2 -_- _ p D D _- -- - I 1 H3sXa25 Rm1 H4x12 1 1 M3.5x9.25 Rmi 17-2 (EXTENT OF PORTAL I I 17-212' (EXTENT OF PORTAL I 1743• (EXTENT OF PORTAL WALL F' WALL FRAMING - SEE DETAIL) 1Z.21rr (EXTENT OF PORTAL WALLFRAMING-SEE DETAIL) E 13 19 m WALL FRAMING - SEE DETAIL) I 1 WALL FRAMING - SEE DETAIL) 1 1 ESW3 BS p D EXTERIOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE ENDZONE 8'-T 2x4 SYP 02 @ IS- O.C. MAX 2x4 SYP 02 @ Is- D.C. MAX 91-0" 2.4 SYP M2 @ IS" O.C. MAX 2x4 SYP #2 @ 1T D.C. MAX 914' 2x4 SYP 02 @ IT O.C. MAX 2x4 SYP 02 @ 12' O.C. MAX 10147 2x4 SYP •1 @ IT O.C. MAX 2c4 SYP i1 @ 8' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE ENDZONE 814T 2.4 SYP # @ 16- O.C. MAX 2x4 SYP 02 @ Is- O.C. MAX 9'4' 2.4 SYP #2 @ 16" O.C. MAX 2x4 SYP 02 @ 16" O.C. MAX 9'4' 2x4 SYP Y2 @ 16' D.C. MAX 2x4 SYP 02 @ 16" O.C. MAX 101-T 2x4 SYP N2@17 O.C. MAX 2x4 SYP N2@iT O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALLSTUDS WITHIN SFT 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 WFIQ/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #2 @ 16' O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND =9'-1' T.O.W. 1ST FLOOR INTERIORIEXTERIOR BEARING WALL T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL •A' =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 1 1386-AR LOT 77 1386-M LOT 78 1386-BR LOT 79 1386-0 LOT 80 ' FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND „�"_,'-0•• COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. v�Ullllk!!!g A 0 Of Z 0a L Z L.6 Q LL LL M N C O 4 � O G C n LU ~u M O 0 W MIZ xta -}3 - t Iz IW-}O N 01 F • p STRUCTURAL ENO: TH DRAFT- S STRUCi: DP o, x CIECK: CC w JOB No. STAR-18408 t SCALE: AS INDICATED wDATE: 1di8R3 S5.1 HEADER SCHEDULE TAG HEADER FASTENERS (2)2KG 02 SYP ATTACH KING STUD TO HEADER w/ H2x6 W/ OPT, } FLITCH PLATE (6) 0.162 x 3-12' NAILS (2)2x8 #2 SYP ATTACH KING STUD TO HEADER w/ H2x8 W/ OPT. } FLITCH PLATE (8) 0.162" x 31,7 NAILS (2)2x10 #2 SYP ATTACH KING STUD TO HEADER w/ H2x10 W/ OPT. }" FLITCH PLATE (10) 0.162 x 312" NAILS (2)2z12#2 SYP ATTACH KING STUD TO HEADER w/ H2x12 W/ OPT. r FLITCH PLATE (10) 0.162 x 310 NAILS (3) 2.12 02 SYP ATTACH KING STUD TO HEADER w/ H3x12 W/ OPT.? FLITCH PLATES (10) 0.162 x 312 NAILS H3.5x5.5 (2)l.75"xS.S LVL ATTACH KING STUD TO HEADER W (6) 0.162" x 3-12' NAILS H3.5x7.25 (2)1.75x7.25" LVL ATTACH KING STUD TO HEADER wI (8) 0.162 x 3_10 NAILS H3.Sx9.25 (2)1.75"x9.25' LVL ATTACH KING STUD TO HEADER wI 00) 0.162 x 312' NAILS H5.25x11.25 (3)1.75k11.25- LVL ATTACH KING STUD TO HEADER w/ (12) 0.1 e2 x 3-10 NAILS H4xe 3.5k55' AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (6) 0.16Y z 342" NAILS H4x8 3.5k7.25' AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (8) 0.162' x 312' NAILS H400 3.5 x9.5" AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (10)0.16Z`x31? NAILS H4xl2 3 5z11.2S AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER wl HEADER (12) 0.162- x 3-12" NAILS P-HDR SEE DETAIL HD14 THIS PAGE END VERTICAL TO KING STUD W/ (6) 0.131 X3" NAILS HEADER SUPPORT SCHEDULE SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. ENO KINGS (4 EA. END V-V TO TA I" 1 1 4'4Y TO 7'.11' 2 2 8'-0' TO 9-11" 2 3 10'47 TO 17-0" 3 1 4 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REO'D. SIZE INDICATED ON PLAN IS MINIMUM RECI D. PER LOCATION. LARGER HEADER MAYBE INSTALLED W/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKSMINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WFOB/SD2. 3. NAIL HEADER PLIES (INCLUDING LVL,) TOGETHER USING (2) ROWS OF 0.148x3' NAILS Q 12' O.C. ONE SIDE. MIN. 2 FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER, TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4, NAIL KING STUDS TO HEADER d(3) 0.148"x3" TOE -NAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1 )KING IS REO'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQO. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITL KING PER DTL. WFO61 SD2. OTHERWISE, CONTACT E.O.R. FOR REDO. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. T SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. & SEE DTL. WFO91 D2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 9. AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 1600000 p,i, FS = 1500 psi, FV =175 pN, FC-PERP = 650 psi. 10. WHERE SVP 02 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.6E SHORT PAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ON SHEET WP1. 11. AFP 1.6E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. BEARING WOOD WALL SCHEDULE STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. TAG SPACING SPECIES ENTER / SIDE (PLF) BLOCKING TOP BOTTOM Owl 16" SYP#2 (1)0.148"x31W (3)0.148 .3-1/4" NO UPLIFT MID -SPAN TOE -NAILS TOE -NAILS O 16- SYP#2 (1)SDWC156M (1)SDWC15450 270 PLF MID -SPAN ® Is- SYP92 (1)SDWC15800 (1)SDWC15450 27D PLF IIS PT. BW4 12" SYP#2 13)0"48'x -lW (3) 0.148' x 3-1/4' NO UPLIFT MID -SPAN TGE-NAILS TOE -NAILS BWS 12- SYP#2 (1)SDWC156DO (1)SDWC15450 36D PLF MID -SPAN B1h6 IT SYP#2 (1)SDVVC15600 (1)SDW/C15450 360 PLF 1/3 PT. BW7 1 Is- SYP#2 (1)SDWC I5H00 (2)SDWC15450 440 PLF MID -SPAN BWB 16- SYP#2 (1)SDWC15600 (2)SDW'CI5450 440 PLF 1/3 PT. 1N9 BQ 1 7 SVP#2 1 SDWCl5600 () 2 SDWC15450 () P 590 LF MIDSPAN 8W1 12" SYP#2 (1)SDMI5600 (2)SDWC15450 590 PLF 113PT, 1BW11 16- SYP#2 (2)SDWC15600 (3)SDWC1545D 776 PLF MID -SPAN - e-n BWI STANDARD BEARING WALL WfSTRAPS NOTES VERIFY /PLAN FOR WALL SIZE. ASSUME 20 STUDS U.N.O. . ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/(3) 0.131' x 3' TOE -NAILS, ALL LOAD BEARING WALLS SHALL HAVE SYP#2 DOUBLE TOP PLATES & BOTTOM PLATE. . CONNECTORS ARE TO BE INSTALLED ® EA STUD, REFER TO DETAIL 12 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS . IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. . IF'BW CALLED OUT ON 2n# FUR. SEE PLAN FOR STUD TO STUD CONNECTIONS. . MID OR 3 PT. BLOCKING TO BE 2x W/(2) 0.131"x 3" TOE OR END -NAILS EACH END. . WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. . NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF ERG. WALL IS INDICATED'NO UPLIFT. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TOE-NAILED/END NAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED WMARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. . FORBEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03ISDI U.N.O. ON PLAN. D. AT HEADER LOCATIONS WTHIN BEARING WALLS SEE DETAIL WFO9/SD2 U.N.O. ON PLAN. 1. COLUMNS WITHIN BEARING WALLS w1UPLI FT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOWBOTTOM AND HAVE AN ANCHOR (AS DEFINED BY DETAIL WF07A THIS SHEET) WITHIN 6' FROM THE COLUMN. 2. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 3. AT NON -BEARING WALL LOCATIONS 2x4 SPF#2 STUDS 24'o.c. MAX. ARE ADEQUATE. AT NON -BEARING HEADERS USE(2)1c4 FLAT w/(3)0.l3l"x3"TOE-NAILS EA. SIDE AND CRIPPLES AT 24o.c. AT 2-STORY OPEN AREAS INSTALL NON -BEARING WALL STUDS ®16"c.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE)AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1 ] GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER 2 0.131 k3" TOE -NAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE /EITHER GUN NAILS 32o.c. OR 2 0.148k31N' NAILS TO EACH FLOOR TRUSS. 4. IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE ABOVE BEARING WOOD WALL SCHEDULE, NO SPITS ARE REQUIRED. 11M HIM MIN. IMPSONAS TI@CREW xt .. Vlwwx: INDICATED ON THE STRUCTURAL PLANS "BASE ANCHOR INSTALLED Q MAX.MA%. 24' O C. W MIN. O INSTALL CONNECTOR' b, SIMPSON TITEN-HD, 12' THREADED ROD, T EMBEDMENT INTO FOUNDATION. AND 12' J-BOLT, MAY BE INSTALLED AND OR SUBSTITUTED _ MAINTAIN EDGE DISTANCE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW CON. RET FROM THE CONCRETE OR MASONRY FACE. FOLLOWING THE INSTALLATION INFORMATION PROVIDED ON LA O DED INSTALLERS: REFER TO MANUFACTURER'S THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. END SPACING: ALL'SASE CONNECTORS" SHALL BE SPACED AS INDICATED THIS SCHEDULE, 6" FROM ENDS OF WALL FRAMING, AND 2-1 /4" TREADED RW VW EPDXY ANCHOR: DRILL 8 EPDXY: MIN. 5A3" THREADED ROD, WITHIN 6' EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F1554 GRADE 36 F =36W Fu=58ksi T t: INSTALLED MAX. 3Y O.C. W MIN. T ® 1. AT I 1. AT INTERIOR FRAME WALLS: SIMPSON BP OR BP512 SQ. - - FOUN FO UNDATION TION USING WASHER OR EQUAL 7x2k3/16' . SET-XINTO $IMPSON SET-XP EPDXY OREQUAL . SIMPSON A T 2. T EXTERIOR SHEATHED FRAME WALLS: USE SIMPSON MAINTAIN A MIN. 2-1/4- EDGE DISTANCE BP OR -3 SQ. WASHER EQUAL .229'). FROM THE CONCRETE OR MASONRY FACE USINGSPS5t HOLES, 3. WHEN USING WASHERS WITH SLOTTED HOLES, A S STANDARD CUT WASHER IS REQUIRED BETWEEN NUT J430LT: MIN. 12' JSOLT INSTALLED R MAX. 32 O.C., AND THE PLATE WASHER. 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER 2-1/4' MIN. ASTM A307 OR BETTER W/MIN. T SHALL EXTEND TO WITHIN 1/2 OF THE EDGE OF THE 12 EMBEDMENT. MAINTAIN A MIN. 2-1/4' EDGE BOTTOM PLATE ON THE SHEATHED SIDE. LEG DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEG OF J-BOLT SHALL BE NINE: _ A MIN. 1-12' AS MEASURED FROM SHAFT BUILDER SHALL USE AN APPROPRIATELY SIZED HEX NUT FACE TO END OF LEG AS SHOWN THIS MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS 2/3's OF A TURN. VE07� STANDARD BASE PLATE CONNECTOR SCHEDULE 114'=r-0" BREAK SHEATHING AT KING NAIL END VERTICALS TO aii TO JACK STUD TRANSITION KING STUD PER HEADER PDOUBLE TOP SCHEDULE. PLATE AT OPENING, NO BREAKS PERMITTED AT A FASTEN SHEATHING TO OPENING TOP OF CONT. PLATES w10.131x 2-1? FRAME WALL NAILS ®3'O.C. WALL SHEATHING. - THICKNESS ANO TYPE PER PLAN VERTICAL BLOCKING @ Is- b O.C. ABOVE OPENING AND AT EA. END OF HEADER SEE HEADER SUPPORT SCHEDULE FOR A _FASTEN SHEATHING TO-� CONT. PLATES 0.131 2-12' V V REQUIRED KING STUDS w/ x NAILS @ 3- O.C. CONTINUOUS DOUBLE 1'4' MAX CLEAR $PAN BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION A -A SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACK STUDS HD14 BUILT-UP PANEL HEADER DETAIL 12'=V- COLUMN SCHEDULE CONNECTOR SCHEDULE (2) 2x_ SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO VALUES VALUES A MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) TAG SIMPSON CONNECTOR NOTES TYPE SPF(Ib) SYP(lb) B 13) 2K_ SPF 02 BUILT UP STUD COLUMN(STUO SIZE TO (1) SDMI5600 SCREW, REFER TO DETAILS I, IA AND FRAME TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) 1 2 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS IE FRAME 485 615 C (4) 2x_ SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) 2 (2) SDWC15600 SCREW, REFER TO DETAIL 5ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1D FRAME TO FRAME (1)PLY 1045 (2)PLY 940 (1)PLY 1195 (2)PLY 1075 D (2) 2x SYP Y2 BUILT UP STUD COLUMN(STUD SIZE TO /--I u (1)PLY TRUSB H10A W/(18).0.148' z 1-12' NAILS OR (2)PLY TRUSS H10A-2W/(lS).ol48'x 1-12'NAILS FRAME TO FRAME H10A 1015 HIOA-2930 HIOA 1105 H10A-21080 MATCH WALL S1ZE SPECIFED ON THE FRAMING PLAN) E (3)2x_SYP#2 BUILT UP STUD COLUMN(STUD SIZE TO qQ HTS20 W/(16)- 0.148' x 1-12- NAILS FRAME TO FRAME FRAME TO 1215 1445 MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) F (4) 21_ SYP #2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) (2)HTS20 W/(16}0.148' x 1-12' NAILS EACH FRAME 2430 28M Q H25A W/(10)0.131'x 1-10 FRAMETOFRAME 540 825 G 4x85YP #2 POST DTT2 W (8)- IW x 2-12" SDS SCREWS 812" EPDXY 4,5 COLUMN TO 1685 1685 4z6 SYP 12 POST ANCHOR CMU/FTG. 2-CSHPIS OR CS20 COILS STRAPS COLUMN TO (1 (2) HEADER, BEAM, OR COLUMN BELOW. MIN, 9• END COLUMN TO J J Sx8 SYP #2 POST OB LENGTHS (TOP & BOTTOM) W (14)0.131' x 2-12' NAILS EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED, 8 FRAME 2080 ZOBO K 1000 SYP#2POST (PT IF USED IN AN EXTERIOR APPLICATION) 9 . CSHP18 OR CS20 COILS STRAPS COLUMN TO HEADER, M. OR COLUMN BELOW. MIN. S' END LENGTHS (TOP & BOTTOM) W/ (14)-0.131' z 2-12' NAILS. PROVIDE SOLID 8 COLUMN TO FRAME 1030 1030 J 4x4 SYP #2 POST (PT IF USED IN AN EXTERIOR APPLICATION) BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. M j 6.6 SYP #2 POST (PT IF USED IN AN EXTERIOR APPLICATION) \// 70 ❑ 2)- 6- SIMPSON SDWC15600 SCREWS TOP & BOTTOM OF JAMB STUD COLUMNS. TOE -SCREW TO HEADER AND BOTTOM PLATE THROUGH WIDE FACE OF COLUMN PER FRAME TO FRAME 595 865 J 80 SYP #2 POST (PT IF USED IN AN EXTERIOR APPLICATION) DETAIL 12ISDVVC 312k312" ENGINEERED LUMBER COLUMN. PER HTTSKT COLUMN TO FOUNDATION W/ (26)-#10x 2-12" STRUCTURAL COVER SHEET it D SCREWS. 55" ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3 EPDXY. U.N.O. ON PLANS: MIN, 8' EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING 5360 5445 3-1-5-1/4" ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET BELOW CONCRETE CURB$, W/ 2-1/4- MIN, EDGE DISTANCE. R 31-7` ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 12 LSTA18 WI(14),0.i48" z 2-10 NAILS (CENTER STRAP ON STUD) (2)LSTA18 WA14)0.148' x 2-12' NAILS EACH (CENTER HEADER TO STUDS HEADER TO 1115 1235 S 3-1 -10 ENGINEERED LUMBER COLUMN. PER 73 STRUCTURAL COVER SHEET STRAP ON STUD) STUDS 2230 2470 5-1/4-1/4" ENGINEERED LUMBER COLUMN. PER 14 ❑ (Ml A34 ANGLE W/(e)1. Ill "x t-12" NAILS 0IT O.C. MAXd6' FROM EA. END, PROVIDE WEB FILLERS) FRAME TO 300 PLF 348 PLF V STRUCTURAL COVER SHEET REQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) (LATERAL) 5-1-7- ENGINEERED LUMBER COLUMN. PER STRUCTURAL V 15 HGA10 W/(4)1/4' x 1-12- SOS SCREWS 8 (4)1/4- x T SDS FRAME TO 840 1165 COVER SHEET SCREWS FRAME (LATERAL) (LATERAL) -I- ENGINEERED LUMBER COLUMN. PER STRUCTURAL 16 MSTC28 W/(28)-0.148" x 31/4' NAILS CENTERED STUDS TO 2325 2690 COVER SHEET BEAM/GT 312' xi 1-7/8' ENGINEERED LUMBER COLUMN. PER 17 MSTC40 W (24)0.148' z 3-1/4" NAILS CENTERED W 21-1/4' CLEAR SPAN d WEND LENGTHS 6 STUDS TO STUDS 1993 2306 Y j STRUCTURAL COVER SHEET 18 HUC410 CONCEALED FLANGE MANGER W(12)0.167z 3-12" NAILS&(6) 0.148"x T NAILS FRAME TO FRAME U=981 R=INS U=1077 R=2166 Z S1/4"% 9.12' ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 19 HTT4 WI(18)0.162" x 2-mr NAILS WSIB" EPDXY ANCHOR 4.7 COLUMN TO FTG. 3610 SYP: 4325 PSLILVL: 3B1: STANDARD COLUMN NOTES CONNECTOR NOTES . NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD2. t. ALL POSTI LVL COLUMNS IN EXTERIOR CONDITION SHOULD 1. UNLESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL STRUCTURAL MEMBERS: BE P.T. OR WOLMANIZED. A. TRUSS OR BEAM TO MASONRY (PERPENDICULAR CONDITION) NOT APPLICABLE 1. CONTRACTOR TO USE ABU BASE CONNECTORS SPF/SYP ®S SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: 12 'NAILS8 EPDXY ANCHOR wAAIN. /0.162k 3� } B. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION), WITH A MINIMUM EDGE NOT APPLICABLE DISTANCE OF 3' T EMBEDMENT C. FIAT TRUSS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDRION), WITH A NOT APPLICABLE 12 .187x3} 'NAILSB EPDXY ANCHOR wIMIN. N )7 � 6.6: ASU66ZEMBEDMENT MINIMUM EDGE DISTANCE OF 1-1/2" T EMBEDMENT D. ALL ROOF TRUSS/PURLIN/RAFTERTO FRAME CONNECTION) a / EA. OR a / EA SX8: ABU88Z w/(18)0A62k 3e NAILS B(2)? EPDXY ANCHORS w/ MIN. 7' EMBEDMENT E. HIP JACKS LESS THAN T-O'LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPLIFT OF 535 a/EA.ORQ/EA. 1Ox10: ABU7010Zw/(22)DA62k3} NAILS &(2)" EPDXY LBS ANCHORS w/ MIN. T EMBEDMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. 4. POSTAVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3) 0.131" AND BASE PLATE$ U.N.O. ON PLANS. x 3" TOE -NAILS. i. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER ALL HEADER COLUMNS. 2 IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLSWITH (3)0.131" X 3-TOE-NAILS. i SEE STRUCTURR AL L COVER SHEET FOR ENGINEERED LUMBER 3.. STRAP MAY BE INSTALLED OVER MAXIMUM 23/32"SHEATHING, USE 2-1/2" NAILS I.L.O. 1-1/2" NAILS. SPECIFICATIONS. 4 PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMPSON SPECIFICATIONS. HEX NUTS SHALL BE WRENCH TIGHT. I3TURN. '. 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" EMBEDMENT TO GROUTED CMU )F JACK STUDS REWIRED. WALL W/2.1/4" MIN. EDGE DISTANCE. MIN. 7- EMBEDMENT TO CONCRETE FOOTING W/2-1/4"MIN. EDGE DISTANCE. 6. 5/8" ALL THREAD ROD TO MASONRY WITH SIMPSON SET-XP 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 CENTRED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAYBE REDUCED TO 12". 7. 5/8"ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O. ON PLANS: MIN. 7" EMBEDMENTTO CONCRETE FOOTING W/ 2-1/4' MIN. EDGE DISTANCE. FULL CAPACITY ACHIEVED WITH 12- END DISTANCE FROM EXTERIOR CORNERS. MINIMUM DISTANCE FROM CORNERS 15 2-1/4" WITH A CAPACITY OF 2650 LBS. S.REFER TO SIMPSON UTERATURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN& END LENGTH MEASUREMENTS. BEAM SCHEDULE TAG I BEAM SIZE I CONNECTIONS TO BEAM: SIMP. HU46 OR HUG46 w/ (12)0.18Yx 3Jx' (2)2.6 SYP NAILS & (6)0.148k 3" NAILS. (2165/UPUFT=1135) B2X6 WTH 1 Z FLITCH TO MASONRY: SIMP.HU46 OR HUC-w/(8)1/d"z 23/4 PLATE TAPCONS & (4)-0.148" x 3. (U=760/R=2000) ON MASONRY: MSTAM24 w/(9)0.148' x 3 NAILS & (5)1/4"x2-1/4' TAPCONS (UPLIFT =1375) TO POST: SIMP, HTS20 OR LSTA18 (UPLIFT=1235) TO BEAM: SIMPAU48 w/(14)0.162k 3j" NAILS & (2)2.8 #2 SYP 8 -0.148'x 3' NAILS. PLIFT=1135 82z8 WITH 12' FLITCH TO MASONRY: SIMP. HU48 OR HUC48 w/(6)0.148k 3" PLATE NAILS & (10)-ex 2t TAPCONS. (2500/UPUFT=1135 ON MASONRY: MSTAM24 w/(9)0.148' x 3' NAILS & (5) k x 2}" TAPCONS (UPLIFT = 1375) TO POST: SIMP. HTS20OR LSTA18 (UPLIFT-1235) TO BEAM: HU410 w/(I8)0.162k 3JJ' NAILS & (2)2x10 #2 SVP (10)0.148"x 3" NAILS. (3250/UPLIFT=1795) B2x10 WITH 12' FLITCH TO MASONRY: SIMP. HU410 OR HUC410w/ _ PLATE (10)0.148x 3' NAILS & (14) k x 2� TAPCONS. (3500/UPLIFT=1900) ON MASONRY: MSTAM24 w/(9)0.148" x 3' NAILS & (5)- j' x 2k TAPCONS (UPLIFT = 1375) TO POST: SIMP. HTS20OR LSTA18 (UPLIFT=1235) •' TO BEAM: HU410 w/(18)-0.182k 3e NAILS & (2)2x12825VP (10)-0.148'x 3" NAILS. (3250/UPLIFT=1795) 82x12 WITH 12' FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/ -0.148x 3' NAILS d (14} }' x 2}' TAPCONS. PLATE (10) (3500/UPLIFT=18W) ON MASONRY: MSTAM24 w/(9)0.148" x 3' NAILS & (5} }" x 2t TAPCONS (UPLIFT = 1375) TO POST: SIMP. HTS20 OR LSTAi8 (UPLIFT=1235) TO BEAM: HU410 wt(l8)0A62"x 3] NAILS & (10) O.148k 3" NAILS. (325D]UPLIFT=1795) B3.5xl 1.25 (2)1'75k1125- TO MASONRY: SIMP. HU410 OR HUC410 w/ LVL (10)-0.148'x 3" NAILS & (14) }' z 21"" TAPCONS. (3500/UPLIFT=1800) ON MASONRY: MSTAM24 w1(9)-0.148' x 3" NAILS d IS)- t x 2t TAPCONS (UPLIFT = 1375) TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) TO BEAM: HU410 w/(18)-0.162k 314' NAILS d (10)-0.148k 3- NAILS. (3250/UPLIFT=1795) 33SX11.875 (2)1'75"x11.875" TO MASONRY: SIMP. HU410OR HUC410w/ LVL (10)0.148'x 3" NAILS & (14) k x 2} TAPCONS. (3500/UPUFT=1800) ON MASONRY: MSTAM24 w/(9)0.148' x 3' NAILS & (5) k x 2t TAPCONS (UPLIFT = 1375) O POST: (2) SIMP. FT LI = 4 ) TO BEAM: SIMP. HU410 W(18)-0.162-x 3Jx' 8 (10)-0.148' z 3' NAILS. (3250AJPLIFT=1795) TO MASONRY: SIMP. HU410 OR HUC410 w/ B3.5xl6 (2)1,75"xlT LVL (I0)-0.148' x 3' NAILS & (14} }"x * TAPCONS. (3500/UPLIFT=1800) ON MASONRY: (2) MSTAM24 w/(9)0.148k9" NAILS & (5) j" x 21 TAPCONS EACH STRAP (UPLIFT=2750) 'NAIL BEAM TOGETHER USING (4) ROWS OF 0.148" x TO POST: (2) SIMP. 14TS20 OR LSTA18 (UPLIFT=2470) ON MASONRY: (2) MSTAM24 w/(9).0,148'x 3' NAILS & B5.25x16 (3) 1.75'xl6" LVL IS)-k x 2} TAPCONS EACH STRAP(UPLIFT = 2750) U.N.O. NAIL BEAM TOGETHER USING 14) ROWS OF 0.148k 3} NAILS 06' O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 (UPLIFT=2470) ON MASONRY. (2) MSTAM24 w/(9) 0.148k 3- NAILS & 83.Sx20 (2) 1.7Sx20' LVL (5)-}" x 2}" TAPCONS EACH STRAP (UPLIFT = 2750) 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF 0.148k 31. NAILS @ 6- O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 0.148" z 3k NAILS R 1 Yo.c. TYP. ONE SIDE USE 3 ROWS WHEN 2,10 OR LARGER MIN. FR OM O TOP AND BOTTOM Of BEAM. NAIL ALL LVL BEAMS TOGETHERSING 3 U ROWS OF 0.148' x " NAILS To.c. TYP. ONE SIDE MIN. FROM TOP AND TT 3} ( ) 7 BOTTOM OF BEAM 2. VERIFY WPLAN CORRECT LENGTH OF BEAM REO'D. (MIN. 2 BRG. EA. END OR MIN. T BRG. ON MASONRY) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 6. SIMPSON HTS20 MAY BE SUBSTITUTED WTH SIMPSON KTS20-REV I\re-1Nm-OWa CONNECTOR LEGEND !;ti!llillli9l/p�/ i' c U J La NQ QyZ � ®�® .00"i4 ee 1,ee ;It, i ! N I.L O Rz 1- U u c�F Z 0 Z Z My`�882 VZy O(D Die it 06 w J Z0 P m ''^^ UJI vJ 0 C a' V 8 t 3 i I- W (- M• i O N W Z 1 9a U) O STRUCIURALENG: TH N DRAFTING: O STRUCi: DP a oc cNEae 0 cc w JOB No. STAR-18403 i SGLE: AS INDICATED w DATE: IW60I S5.2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1386-NR 113WLR 11386-KR 11386J 1138" 11380-M 11367-M 113WBR 113WO BUILDING KEY 1386-NR LOT 72 1386-LR LOT 73 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR FRAME WALL EXTERIOR FRAME WALL NOTES 1 . WALL EWITHINSTUDS H CORNER ARE RED TO TH WALL END Z EC SEE CHARTS ABOVE FOR SCHEDULE (STARLIGHT) REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE a'-0' 2.4 SYP 92 @ 16" O.C. MAX 2.4 SYP 02 @ 16- O.C. MAX 91-0" 2.4 SYP 112 @ Is- O.C. MAX 2.4 SYP 02 @ 12- O.C. MAX 9'-4" 2x4 SYP 02 @ 12" O.C. MAX 2x4 SYP 02 @ 12" O.C. MAX BE MIN. SPF #2 @ Is-O.C. MAX U.N.O. ON FRAMING PLANS. 101-0" 20 SYP ai @ 12' O.C. MAX 2x4 SYP 01 @ 6" O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE a'-0" 2x4 SYP !2 @ 1S' O.C. MAX 2x4 SYP 02 @ 16" O.C. MAX 9-0' 2x4 SYP 92 @ 16" O.C. MAX 2x4 SYP 02 @ 16" O.C. MAX 94" 2x4 SYP i2 @ Is- O.C. MAX 2x4 SYP Y2 @ 16' O.C. MAX 101-0' 20 SYP 92 @ 12" O.C. MAX 2x4 SYP 02 @ 12. O.C. MAX 1386-KR LOT 74 1386-J LOT 75 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/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - WS02/SD3 OPENING SITTING ON WOOD BEAM - W546/SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WSWS04 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 is. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOW14 ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. 1386-M LOT 76 WALL LEGEND =9'-1-TOW. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL = S'-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 ,�111111�A�' oA 0 i l 4 • " z O w r o Z U 4 a Z oyo az0. i a U W = a w 1 U O O h Z a O � O O z U a a . UJ UJ a O lY w r a x t fZw ` b O d V vJ J g2 OZ as a g '" I� _ w< zp O j cr O) J y t f NN A> Oz � G !a �� na Q` m a O J Q 1i � $ ; o � F LI-YW H z lQ.C'i o =w= UJ i n i w y UZ Z W In U a i In Z U W C O W p i � O 60 Z O Z N n- 7 C a m o a J H y= O u O Q wg � m J DOLL 2<Z W a. - y m _O 0 - U J X Z gao o`er 0 o 0 } Fa- }y a y W F i i � Z. s1aDG1VRAL ENc: Tn w E 0 o weAmrvO: ui w u w Z STRUCT: DP OC CHELK: CC U C J06 No. STAR-18AW p w QN i H SCALE: AS INDICATED DATE: 10/1673 Z ;OOF FRAMING PLAN o S5.3 1/8-=11-0„ 5i 01 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 VI/MR & ASSOCIATES, LLC is strictly prohibited. IOR FRAME WALL SCHEDULE (STARLIGHT) 1386-NR 11386-LR 11385-KR 11386J 11386-M 11386-AR 11387-M 11386-BR 1 13860 BUILDING KEY 1386-AR LOT 77 1386-M LOT 78 1386-BR LOT 79 1386-0 LOT 80 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 8'-0" 2x4 SYP M2 0 1S• O.C. MAX 2x4 SYP #2 Q 16' O.C. MAX 914" 2x4 SYP 92 0 1S• O.C. MAX 2.4 SYP #2 ® 12. O.C. MAX 2x4 SYP 02012' O.C. MAX 2x4 SYP 02 ® 12. O.C. MAX 101-0• 21(4 SYP i1 @ 12. O.C. MAX 2x4 SYP ♦1 @ S' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 8'-0' 2.4 SYP 02 @ 16' O.C. MAX 2.4 SYP K2 ® Is- O.C. MAX 91-0' 2x4 SYP 02 @ 16' O.C. MAX 2.4 SYP 02 @ 16- O.C. MAX 9'4• 2x4 SYP 02 @ 16' O.C. MAX 2,4 SYP Y2 ® 16. O.C. MAX 10'-0" 2.4 SYP A2 @ 12. O.C. MAX 2x4 SYP 02 @ 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN SFT OF EACH CORNER ARE CONSIDERED TO K 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 O FRAMING PLAN. Z 3. SEE DETAIL WFiO/SD4 FOR REQUIRED WALL SHEATHING o THICKNESS & NAILING PATTERN. j 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRNE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO p BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRVEN, CONTACT FOR FOR REVIEW OF 00 EXTERIOR STUDS. 4. IF WALL IS FRAMED MATH 2.6 STUDS OR LARGER, STUDS ARE TO F BE MIN. SPF 02 @ 16" O C. MAX U.N.O. ON FRAMING PLANS. O ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C p STANDARD 2ND FLOOR FRAMING o NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR r WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. O 2. AT ALL WINDOW/DOOR OPENINGS ®2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. ts- 2-STORY FRAMING- WS02503 OPENING SITTING ON WOOD BEAM - WS46/SD4 — E 3. AT ALL CORNERS, CONTRACTOR 70 FOLLOW DETAIL W509/SD4 U 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 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING O PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING Q NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A 1. STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE 0 ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND a = 9'-1' T.O W. 1 ST FLOOR � INTERIOR/EXTERIOR BEARING WALL = 8'-1' T.O.W. 2ND FLOOR p INTERIOR/EXTERIOR m BEARING WALL O 'A' = ALIGN WITH COLUMN ABOVE BUILDER NOTE: g IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES U 0 0 0 a a 0 E u a 0 T O F T 0 Q a rc K Q ROOF FRAMING PLAN.", t- M 0 o y C � o �m c O� oC � W m 0 2 IL 2 - F-a3 X � Q - W ZO 0:W a u) • sTRUCTURAI ENG: TH DBAFnNc: S UDT: OP a CHECK: Cc JOB No. STAR-1B s— ASINDICATED DATE1al1 S5.4 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVP-OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. PORTALFRAME (2)-a TOP PLATE PER PLAN. — NAIL SHEATHING W (2)-ROWS 0.131'. 2-1/7 NAILS & 3' O.C. SHEAR WALL SEGMENT (DIMENSIONED THIS DETAIL)SHALL BE INSTALLED CONTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. SHEAR WALL 2 B' SHEATHING TO W 0.131' . 2-12' AT 3' O.C. NAILS HORIZONTALLY & VERTICALLY AT PORTAL FRAME. ... 3-1r7 x 11-1/4' HEADER PER PLAN. j i i I EXTERIOR SHEATHING & I I NAILING PER DETAIL WFIOIS04. ELEVATKMV AND V ADLS2.TSVPiISSTUD3_TINDER 2NO MIN (3)-2. JACK & (1)-2. KING STUD FLOOR JAMB COLUMNS. I (2)-2.4 SYPi2 STUDS ®WALL INTERSECTION. 13)-2x JACK STUDS (GARAGE OPENING) MIN. 7/16' STRUCTURAL 1 SHEATHING, OR 15137 EXPOSURE 1 SHEATHING, MIN. (3}Zc4 JACK STUDS & (1) 2.4 KING STUD. NAILED PER STANDARD I 1 I I CONTINUOUS FROM BOTTOM HEADER NOTES. PLATE TO MIO-HEIGHT OF I I FLOOR$ STEM. NAILALL EDGES TO STUDS OR COLUMNS W/ 0.131'.2-10 NAILS Q 3' O.C. (2}2. BOTTOM PLATE. NAIL TO & 3' O.G. IN THE FIELD. SHEATHING W/ (2) ROWS DI48' x 3' NAILS 3.O.C. 2 2x BOTTOM PLATE. NAIL TO IF . f J . SHEATHING W/ 2 ROWS 0.148' x3' � NAI NAILS 3'O.C. FOUNDATION PER PLAN. GARAGE PORTAL FRAME EXTERIOR ELEVATION 12 =1'-0' (2)-CS20 STRAP W/ 0.148' x 3' NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN.9'END LENGTHS. (2}ZI BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN J THIS DETAIL FOR CLARITY, 3.5". 11 25' HEADER PER PLAN. (2)-LSTA18 OR (2)-CS20 STRAP W/ 0.148' X 3" V V NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACKSTUDS. MIN. 9' END LENGTH OVER Z Z JACK STUD. (2)-2x BLOCKING BETWEEN STRAPS Z Z AND HEADER W (GARAGE OPENING) EL O O �-• HTT4 BASE CONNECTORS W 118) 0.162. 2-12' NAILS & SITTHREADED ROD W/ MIN. 17 EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-%P EPDXY. MIN. 2-1 /4' EDGE Z Z DISTANCE FROM FACE OF CMU W W SIDS SCREW$ DTT2Z W/((P 1M'X 2- rrANCHOR R ANCHOR , A, H EE M 4 ANCHOR. ANCHOR SIF HAVE MIN. EMBEDMENT i ES R PORCH SLAB BELOW LOWEST GARAGE � Y. WI SIMPSON SET-XP EPDXY. i �3 k' r ; ' FOUNDATION PER PLAN. - " (1) ANCHOR BOLT CENTER OF SHEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES & END SHEET. CONNECTOR LEGINTERIOR ELEVATION FASTEN FLOOR SHEATHING TO TOP PLATE OF SHEAR WALL W/12)O.131'.2-12' NAILS ® 4' O.C. 2.4 SYP92 BLOCKING 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. 314'=1.0' OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND 2. OR (2)-2. BLOCKING PER SCHEDULE AT ALL PANEL EDGES \q ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF AND SPLICES. (3}0.131"X 3' TOE -NAILS @ EACH END. NAIL = R A SINGLE OPENING LARGER THAN 16' WDE. 48' TALL IS REQUIRED, OR IF PANELS TO BLOCKING WITH EDGE NAIL SPACING, THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS 8 SO. FT. (2H2X TOP PLATE, � C_ i I� 'I ��. INE1.100-- i�•---•--•I ONES �II !1 ti� ILIMA NI,WINI I I ' OPENINGS•VE Il�th� I lii 1 ,•FRAMING ` PLAN. I II 1 1 NO� I ,. ti I � 1 I I i ON FRAMING I ..- i . -. 3' TOE -NAILS OR II` I lif END NAILS TO TOP BOTTOM PLATES. I TYPICAL INTERIOR SHEAR WALL WALL FRAMING& FLOOR -TO -FLOOR CONNECTIONS PER PLAN. 18 TALL 214 SYPK2 VERTICAL. NAIL TO O.S.B. RIM BOARD W/ (2)- ROM 0.131'. 3" NAILS Cli 3- O.C. (10 NAILS TOTAL). 3/4" SHEATHING 14,W GS.B. RIM BOARD 2-HOUR AREA SEPARATION ASSEMBLY PER PARTY WALL DETAILS. WALLFRAMING& FLOOR-TO{LOOR CONNECTIONS PER PLAN. 3/4'=1'-0 iT ANCHOR AT 4' TD ROM ENDS OF WALL rTOM PLATE SPLICES, OR HOLD-DOWNS. FLOOR SHEATHING& NAILING PER PLAN. (2f2X8 SYP/2 JOIST. NAIL PLIES TOGETHER W/ (3) 0.148' x 3' NAILS @ B•O.C. & 7 FROM EA. END. HUC28-2 W/ (10)-0.167 x 3-12' NAILS TO CARRYING MEMBER & (4i 0AW X 3- NAILS TO (2).W JOIST. AT HANGER LOCATIONS, INSTALL - MIN. 17 LONG BACKER BLOCKS ON BOTH FACES OF IJOIST PER JOIST MANUFACTURERS WRITTEN SPECIFICATIONS. FLOOR FRAMING AT STAIRCASE 1'=ra IJOISTS PER PLAN. REFER TO DETAIL a+� WF071SD2 FOR CONSTRUCTION REQUIREMENTS. SHEAR WALL END COLUMNS AS INDICATED PER C FRAMING PLAN. OPENINGS SHALL BE LOCATED AWAY FROM THE END OF THE WALL AT LEAST C I OF THE WALL HEIGHT. — MID SPAN WALL BLOCKING U.N.O. ON FRAMING PLAN STRUCTURAL SHEATHING PER SCHEDULE — END OF WALL ANCHORS PER FRAMING PLAN. NOT USED COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 11111119€0,l V_ Z o Cw • T ro O z Z 0 O C El a LU O O m J 5X Q Z - �a3 w t,XO w W X W Z H� J}O} oa tnaF • O SIRUCNRAL ENG: TH �j ORAFIING: O S 11LICT: DP < OCCHE_ O CC w JOB No. STAR-18409 i SfALE: AS INDICATED w DATE: 10/1623 a Q S6 2xex12 CENTER BUCK 3/8" DIA. ANCHOR CENTERED 2x6 P.T. BUCK EACH SIDE OF OPENING (5)120x5- LAG BOLT AT EA. DOOR BUCK, EA SIDE OF DOOR. PROVIDE 2' x N16' THICK WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8' MAX. ABV. CURB, REST EQ.SPACED -24" O.C.) GARAGE BUCK DETAIL END VIEW w/CMU HEADER (SEE PLAO 7/16' O.S.B. EA SIDI 2x BLIC . TO O.S.B. (2) 0.131' x 2-12 NA EACH END END VIEW w/ WOOD IYF07� ARCH WINDOW FRAMING DETAILS 1/2'=1'O' I\ / 3/4'=I'-0' DORMER FRAMING DETAIL SIMPSON ... _.. DIAGONAL TO BEAM SHEATHING PER PLAN SHEATHING PER PUN iEE TYPICAL HEADER TYP. TRUSS TO FRAME 'RAMING DETAILS FOR DDITONAL TYP. TRUSS TO FRAME CONNECTION PER WORMATION CONNECTION PER STD. CONNECTOR STD. CONNECTOR NOTES HEADER CAN O NOTES 'r� FRAME OUT TO BLOCK TITHER UPSET OR EDGE AS REDD )OYMISET) ` FRAME OUT TO BLOCK EDGE AS REQ'D "OE -NAILS END "OE -NAILS EACH END - LAST STUD OF � I 3) 0.16Y x 312NAILS TYP.) N4 SPF CONT. {LOCKING ATTACH TO 7 6" OSB w 12) 1.131" x 2-12 NAILS 716" OSS EACH SIDE, N/ 0.113'x 7NAILS@ 6' O.C. TO SIDE & TOP BAILER !it BUCKS, LAST STUD OF KNEE WALL KNEE WALL JOINING UP JOINING UP TO MAIN HOUSE TO MAIN HOUSE WALLS SHALL BE ATTACHED TO 12) 2x TOP PLATE WALLS SHALL BE MIN. (2) 2, FULL HEIGHT WALL I ATTACHED TO MIN. STUDS W/ (2) 0.162' x 312 (2) 2x FULL HEIGHT NAILS @ 17 O.C. I WALL STUDS W/ I (2) 0.167' x 312 NAILS MIN. 2+14 SPF M2 KNEE WALL (2) 2x 82 SYP SEE PLAN @ 12- O.C. WITH STUDS @ 1S- O.C. WN FOR BEAM S1ZE �' I 2x4 SPF i2 KNEE WALL STRUCTURAL SHEATHING WITH STUDS ON BOTH SIDES FROM TOP I BUILDER FRAME STRUCTURAL O.C. Wtl STRUCTURAL OF WALL TO BOTTOM OF RADIUS AS REO'D SHEATHING ON BOTH BEAM. ATTACHED PER I SIDES FROM TOP OF NAILING SCHEDULE I WALL TO BOTTOM OTHERWISE SP2 CLIPS 1_. PER E BAILING EACH STUD TO DOUBLE TOP SCHEDULE NAILING SCHEDULE PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE i� (2) 2x;12 SYP SEE PLAN FOR BEAM SIZE (2) 2. PLATE I (2)2x SYPk2 TOP PLATE - I WALL SHEATHING PER - I WF10/SD3 FASTEN I SHEATHING TO HEADER BUILDER FRAME WITH RSRS-01 ---1- RADIUS AS REQD (0.113"x2-3/8')RING SHANK NAILS IN 3' GRID KNEEWALL AT DOWNSET BEAM KNEEWALL AT UPSET BEAM -0 3/4-=1' I SEE GE02 OR GE31/ SD2 FOR OUTLOOKER OR SHEATHING 0.131'x 2-12 NAILS 0 4" O.C. CONV. FRAME OR fr VALLEY TRUSSES SEE GE02 OR GE311 SD2 FOR OUTLOOKER OR SHEATHING CANTILEVER CANTILEVER I PER PLAN VALLEY TRUSS GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING EXT. SHEATHING; SCHEDULE ATTACH PER CONT. PLYWOOD ROOF NAILING SCHEDULE SHEATHING PER (2) 0.162'x 312 NAILS NAILING SCHEDULE OR TO EA COMMON OPT, 214 BLOCKING TRUSS PERP. TO EA. VALLEY TRUSS NAILED TO SIMPSON LTA2 @ 4'-0' TRUSS BELOW @ 24' O.C. GABLE TRUSS TO O.C. W/ (2) 0.16251317 MASONRY OR MAIN SPAN ROOF NAILS TYP. SIMPSON HGA10 @ 32' TRUSS O.C. FRAME WALL'.. UPLIFT CONNECTOR ATTACH TRUSS TO TRUSS BELOW USING (SEE SCHEDULE) (3) 0.167x 312 NAILS MASONRY WALL 2x BLOCKING W/(3) SHOWN. SEE PLAN 0.148'x31M' CONNECTON TO WALL FOR WOOD OR TOE -NAILED 0 EA. END MASONRY CONNECTON TO TRUSS aE0 GABLE END AT VALLEY FRAMING CONNECTION 3/4'=1'-0' 9' MAX PLYOOD CANT. O.H. SEE ELEV. FOR O.H. SIZE WHERE O.H > 9". REFER TO GE31/SD2 2.6 SYP Y2 DIAGONAL BRACING @ 46' O.C. AS REQUIRED PER GABLE BRACING CHART GABLE BRACING I-) SEE CHART MID HEIGHT OR t 1(JRD HEIGHT STRONG BACK AS REO'D PER GABLE BRACING CHART 2' O A GABLE END ¢ SHEATHING O '•. FASTEN PER C PUN. IC @ Is- O.C. MIN (2) TRUSS BAYS CONDITION DI REQUIRED, CONTACT FOR CANT. O H. A23 DIAGONAL FROM TO END (MIN. dB') FOR ADDITIONAL INFO AS REOD A23 DIAGONAL TO - O21 STUDS @ 16" O.C. FOR KNEE WALL / v e O BELOW SIT O.C. STUD TO ROOF FRAMING BELOW, SLIT ROOF SHEATHING FOR STRAP A CO CONT. ROOF SHEATHING NAIL PER PLAN 2x4 BLOCKING w/(2) 0.167' x 31r7 NAILS EACH OPROVIDE p END TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE ROOF FRAMING BELOW AND CONNECT w/ SIMPSON HTS20 @ 32- O.C. OROOF FRAMING TRUSS PER PLAN BELOW J O21 F PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CFOISD3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLIER ODOUBLE TOP PLATE OSIMPSON H3 OR H6 @ EA. END OF TRUSS OR RAFTER COMMON TRUSS PER PLAN OR CONY, FRAMING PER CF28/ SD3 w/ STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3(4" COX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REO'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGA10 0 32' OC SIMPSON HGA10 0 32- W/ (4)1W x 3' SDS TO TOP O.C. W/ (4) 1/4•k 3" SDS PLATES & (4) 1M-.1-12 TO TOP PLATES & (4) SDS TO TRUSS 1/4'x 1-12 SDS TO TRUSS SHEATHING NOT READ SHEATHING NOT RED'D TO BE COW.0 THE TO BE CONT. 0 THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL BEAM PER PLAN SHEATHING PER PLAN. SIMPSO DIAGON PLATE EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION GABLE END TRUSS PER PLAN. TYP. REQ'D GABLE END'7BRAACIN. WHERE O.H>9', BRACING STRONG BLE REFER TO GE 9. END BRACING CHAR 2x4 SYP 02 TOP CHO CONTRACTOR TO FIELD VERIFY WHICH 9' MAX PLYWOOD TRUSS BOTTOM C HORD. REFER TO GE02 FOR REO'D PLYNIJDo BRACING TYP. SHEATHING & Zx4 SYP 02 BOTTOM NAILING PER CHORD BRACING @ IW W PLAN SHALL O.C. FOR FALSE BEAM iy RUN CONT. ATTACHMENT W/ (3) m ACROSS GABLE 0.14813' TOE -NAILS TO BOTTOM OF EA. END MIN. (2) u FALSE BEAM. TRUSS BAYS BACK ATTACHED PER FROM GABLE END NAILING (MIN. 48') SCHEDULE 2x TOP PLATE TO MIN. 2,4 SYP ✓12 GABLE END W/ 0.118k /11-j I&J J STUDS 0 18' ' D D 2.4 BLOCKS, (2) 0.162x 312 NAILS @ EA END. NOTE ALL GABLE BLOCK ADJ. BAYS @ EA DIA-, AS SHOWN. BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS W/ SYPi2 OR BETTER OA31'x 2-12 NAILS C S" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REO-D) \ 12 12 MAX. (5) 0.14rx 3" \ NAILS DIAGONAL \ BRACE TO BLOCKING <�l A PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2)0.162"x312 26SYP k2 NAILS. DIAGONAL BRACING, SPACED @ 48" O.C. BEGINNING 6'-0' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 3'J" NO BRACE REQUIRED 3'J'<Hd*-10" (1)2.4 L-BRACE 4'-10' < HAS'A' (2) 2.4 L-BRACE (SEE SECTION AA) 6'A' < H<774i STRONGBACK & DIAGONAL BRACE 0 MID -HEIGHT 176' < Hf20'4Y STRONGBACK & (2) DIAGONAL BRACES @ 113 AND 213 HEIGHT SEE GABLE CONNECTION DETAIL FOR REO'D CONNECTIONS 2x4 ATTACHED TO EA GABLE 2x4 BRACE WITH (2) 0.148" x 3' NAILS (1)A23 FROM _ STRONGBACKTO 2.4 SYP 112 FRAMING FOR FALSE BEAM 016- O.C., IF REO'D W/(4) O.C. W/SINGLc BOTTOM 8 TOP PLATE W/(3) 2x4 LARACE IF REOD SEE CHART. DIAGONAL BRACING 0.14n 3' NAILS @ EA. TRUSS 0.148"x 3" NAILS BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 214 SYP 02 HORIZONTAL PER PUN 0.148x 3" NAILS BLOCKING 0Is- O.C. W/(3) IF REO'D 2x4 12 SYP @ 6' O.C. 0.14ON 3" NAILS EACH END BLOCKING BETWEEN GABLE VERTICAL CMU WALL CONNECTION CLEAR SPAN CONNECTION STUDS ONLY IF FRAME DOWN t•� 2ND 2x4 L-BRACE IF IS A SINGLE 2x REQ'D. SEE CHART 2X6 ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WADE AA GABLE VERTICAL L-BRACING 0@1 D.CNALS :� GABLE END @ FLAT CEILING CONNECTIONS aE0 GABLE END BRACING (140D or 150C) STRONGBACK DETAIL 3/4'=V-(r 3/4'=1'-0' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the 2.4 BLOCKS, 0.131"x 3' NAILS @ EA END. BLOCK ADJ. BAYS @ EAMIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/ 0.131'x 2-12 NAILS 06"O.C. PATTERN & 3" D.C.IN ALL FRAMING (STUDS AND SILLS) (TYP.) 2x STUDS AS REO'D @ 16' 3/4"=1'-0' O.C. w/ (3) 0148' "-"4' TOENAILS TOP & BOTTOM 0.131'x 2-12 .1 NAILS 0 4' O.C. NOTE: IF PANEL SPLICE CONY. FRAME OR IS NEEDED IT SHALL OCCUR WITHIN 24' OF VALLEY TRUSSES MID -HEIGHT. BLOCKING PER PLAN I IS NOT REQUIRED. THREAD ROD,MIN. EMBED No MIN. EDGE DISTANCE USING `- SIMPSONSETEPDXY - OR EQUIV. ATTACH TO '- 1 COLUMN USING (18) MAIN SPAN 0.162" x 2 12 NAILS SEE PLf ROOF TRUSS UPLIFT CONNECTOR FOUNDATION PER _ (SEE SCHEDULE) PLAN; SEE MF'IQG3 MASONRYWALL FOR CORNER BARS �'•��-'�•>'+' SHOWN, SEE PLAN FOR WOOD OR MASONRY F1 PORTAL FRAMING DETAIL -2x SPFM2 CRIPPLE STUDS AS REQ'D. MAX Ia-D.C. w/(3) 0.148N31/4" TOE4AILS'% TOP & BOTTOM -FULL SHEET OF •+ SHEATHING 4r FROM BOTTOM OF HEADER/LVL TO TOP OF TOP PLATE d SEE PUN FOR HEADER OR LVL. AT GARAGE, HEADER OR LVL REOD TO BE FULL LENGTH OF GARAGE MIN (4) 2x SPF t2 STUDS @ EA. END W/ (2) SIMPSON LSTA30 ON OPPOSITE SIDE OF SHEATHING w/ (22)0.148' x 3" NAILS EA. WALL SHEATHING PER WF10/SD3 W/o .131"x2-12 NAILS @ 3' O.C. IN ALL FRAMING (STUDS, BLOCKING, TOP PLATE, BOTTOM PLATE) -TYPICAL 2x SYP l2 PT SILL PLATE; IF OVERALL DIM ALLOWS ATTACH w/J60LTS/ EPDXY ANCHORS @ 32'O.0 PER BRG WALL SCHED. NO BOLTS wM 12' OF BASE CONNECTION RECESS FOR PAVERS SHEATHING PER PLAN WHERE O.H. IS> 9', REFER TO GE31/SD2 CONT. 2xd (5) 0.131'x 3" NAILS NAILS BRACE TO BLOCKING GABLE END PROVIDE 2x4 BRACE SHEATHING FASTEN TO EA. ADJ. DIAG.T PER PLAN FASTEN TO DIAG.W(2) 0.131'x 3" NAILS. SPLICE AS REDD GABLE'L' BRACING, SIMPSON H10A DIAG. SEE CHART FROM TO BLOCKING DETAIL GE02 GABLE BRACING AT RIDGE AND 0 48' O.C. MAX 45' FROM TRUSS PER PLAN HORIZONTAL (+/. 10-). NO DIAGONAL BRACE TYPICAL TRUSS TO IS REOUIRED FROM FRAME CONNECTION. THE TRUSS HEEL TO SEE STANDARD THE HIP JACK GIRDER CONNECTOR NOTES INTERSECTION. WALL PER PLAN (FRAME WALL SHOWN; MAY ALSO BE PROVIDE ac BLOCKING MASONRY) FOR NAILING PROVIDE BLOCKING BETWEEN TRUSS BAYS 2x4 SYP#2 BLOCKING 048' O.C. FOR FIRST 3 BETWEEN TRUSSES BAYS "T 0.162x 312 NAIL TOE-S EA. END EO GABLE END Q FLAT CEILING W/ BOSTON HIP 3/4"=1'4r expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. C. (� eq ON Z N 8 C m0 iaz - ra3 - 0 w W O U)In TH � OG p1E(x(: CC Q w JO6 No. STAR-1 rSGLE: A$ INDICgTEO w MTE: 10/16(ZJ =1 SD1 NOTE PIPE OR DUCT VI (2) 0.148'% 3° NAILS @ 3' O.C. PLATE LENGTHS MUST PENETRATION OF MORE WITHIN 48' OF SPLICE THEN BE AT LEAST B[r THAN 50%OF TOP (2) ROWS 0AWx 3" NAILS @ LONG. TVP. PLATE WIDTH INSTALL W O.C. OTHERWISE SIMPSON PSPN516Z W/ (1 2) 0.167'x 312' NAILS TVP. TOP & BOT. ATTACH 2X4 STUDS (2) 0.148"x3" NAILS @ T TO TOP PLATE W/ O.C. WITHIN 48"OF (3)0. 1,48N 3-14" SPLICE THEN (2) ROWS TOENAILS TYPICAL 0.148N 7 NAILS @ I, AT ALL LOCATIONS O.C. OTHERWISE 2x4WALLSEYOND -� AGAINST 2%8 STUDS qa• ATTACHED PER 4+iy (WFOMD2) TOP SPLICE @ DOUBLE 2X4 TOP PLATE ATTACH 2X8 STUDS TO TOP SIMPSON DTC, (2) SIMP x 2-1T" NAILS ATTACH 214 STUDS TO TOP PLATE W/ (3) 0.148'k 31/4• PLATE W/ (4) 0A43'x 3I4- TOE -NAILS TYPICAL AT ALL LOCATION INTO BLOCKING, (4) TOENAILS TYPICAL AT ALL 0,131' x 2-12' NAILS TO TRUSS PER PLAN TOP PLATE LOCATION BOTTOM SPLICE OVER _tjTRUSS PER PLAN STUD BLOCKING, SVPz4• 0 TYPICAL TOP PLATE SPLICE @ BRG. WALL @ o.C. wi(z) o.t4e• 3/4'=r4r x 3-114" END NAILS @ EACH END. SEE ROOF SHEATHING, WALL SHEATHING PER PLAN NAIL PER PLAN PLAN DOUBLE TOP PLATE 2x WALL, SEE PLAN $1 PSON SP4 OR SP2 @ EACH STUD STD CONDITION @ FRAME WALL (4) 0.148• x 3 NAILS PRE -ENGINEER ROOF TRUSS - SEE @ EA. BLOCKING TO FRAMING PLAN FOR PLATE SPACING EXTERIOR SHEATHING TRUSS PER PLANTRUSS PER PLAN BEE PLAN FOR NAIL PER PLAN (2)0.148"-x3"NAILS CONNECTION TO BOTTOM CHORD N BRG WALL, SEE @EACH END OF PLAN FOR STUD SIZE 8 BLOCKING SPACING. MIN (2) DI SYP FLAT UNDER GIRDER TRUSS (2) 0.148" x 3" NAILIPNAJLS , @ 24, O.C. U.N.O. BOTTOM CHORD48' z 9 IW END @EACH END OFACH END.2z BLOCKING BLOCKING SIMPSON LSTA24 EACH ATHING PER STUD2x .SEE PLAN BRG WALL, SEE PLAN FOR STUD SIZE & PRE-ENG. ROOF TRUSS PER PLAN SPACING. MIN (2) 2x ALT. BLOCKING @FRAME CONDITION TRUSS EGNIONR U�NDOER�GIRDER CONNSEE �VF(16 WALL CLIP DETAIL (150 MPH EXP. C MAX) /nr I`+1 SECTION @ DOUBLE BEARING 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TVP. 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• %3' NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.148' x 3 W NAILS STAGGERED @ 17 O.C. EA. FACE OR (3) ROWS 0.148• x 31 W NAILS STAGGERED @ 17 O.C. FOR ZX10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REO'D. IF W SHEATHING CANT BE INSTALLED PER WF10 134) FILLING AND BLKING AS REQO W/ (2) ROWS OF0.148"x31/4"@1a- O.C. TO HEADER LINO 2X STUDS TYP. ATTACH JAMB STUDS PER WF01VSD2 BOTTOM PLATE ANCHORS PER DETAIL WFO7A ON NOTES & CONNECTOR LEGEND SHEET DOUBLE 2X4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 20 ON TOP WALL OR PRE ASSEMBLED WALL OF 2x8 TO PAD OUT TOP PANEL W/ (2) 0.14Wx 3" PLATE. ATTACH W/ (2) NAILS @ 8' O.C. 0.148'X 3" NAILS T O.C. IF NAILING (SOLID BLOCK W/2x6) REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) ag,M/N TOP SPLICE - DOUBLE 2ze TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 0.131' x 2-12' NAILS @ 4' O.C. 9" MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO GE31/SD2 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO GE02 FOR GABLE WEB BRACING INFORMATION SEE GEM SD1 VALLEY TRUSSES BEHIND FOR BLOCK GABLE (IF PRESENT), SHALL INFORMATION BE CONNECTED TO COMMON ROOF TRUSSES PER TRUSS SUPPLIERS SPECIFICATIONS. VALLEY CABLE TRUSS PER PLAN. GABLE SHEATHINGS NAILING PER PLAN_ 2.6 SYP#2 PLATE BEHIND VALLEY GABLE TRUSS. TO EA. COMMON ROOF TRUSS W/ (2) 0.162• x 3-12• NAILS @ SNPLAN 24" O.C. MAX. RATTACH VALLEY GABLE PTRUSS TO EA. TRUSS BELOW RW/(3)0.167 x3-1/7NAILS P9 X 1/4` TOE -NAILS EA. END VALLEY GABLE CONNECTION - 150C MAX. 1'=1'-0" ALL FRAMING MEMBERS IN THIS ASSEMBLY SMALL BE SWN20R BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WALL SEGMENT DIMENSIONED THIS ETAIL'SHALL BE INSTALLED CONTINUOUS & FREE FROM PLATE SPLICES (2)-CS20 STRAP W 0.148'x3' NAILS ON INTERIOR FACE OF OR DISCONTINUOUS WALL. STRAP CONTINUOUS FROM COLUMN ABOVE TO FRAMING. FLOOR SYSTEM PER Z JACK STUDS. MIN. 9" END LENGTHS. (2)-2x BLOCKING PLAN, NOT SHOWN BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR THIS DETAIL FOR SYSTEM. e CLARITY. PORTAL FRAME SMEAR WALL (2)-2z TOP PLATE PER PLAN. 7-e' NAIL SHEATHING VW (2)- ROWS PLATE 0.131' x 2-1T• NAILS & 3' O.C. __________ NO TOP PLATE SPLICES PERMITTED. _____ ________ , ___________ DRILL THROUGH HADERSPLATE FOR 11 THREADED TO EACH PLY OF BUILT SHEATHING TO HEADER W/0.131SQ-12" ROOS. UP COLUMN BELOW YM NAILS AT 3" O.C. HORIZONTALLY & (2) 0.148"x 3' NAILS VERTICALLY AT PORTAL FRAME. 3.5' z 11.23' HEADER PER PLAN. ' MIN. (2}2x4 :""ULL HEIGHT KING= }I- RACH TOP PLATE CORNER TRANSITION �I LAI ,L (2}LSTA380R (z}C5205TRAP W/0148'x3' REQUIRED EACH`TH'E= i NAILS ON INTERIOR FACE OF WALL. STRAP END WITHIN ? CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. 9' END LENGTH OVER JACK STUD. (2}21 SHEAR WALL PLIES rr MIN (3)-2x JACK & (1)-2x KING STUD BLOCKING BETWEEN STRAPS AND HEADERINVI FW F_SaN/ED P93 _ _ (3)-2x JACK STUDS - MIN. 7/16" STRUCTURAL 1 SHEATHING, OR 1S/32" EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO 3-l- x 31- ENGINEERED LUMBERJACK R.00KED OVERHANG: W TO MAIL 12- ROOF SHEATHING 7-0' OVERHANG NAILS TO SUS -FASCIA MIDNEIGHT OF FLOOR SYSTEM. SHEATH COLUMNS. ONE z JACK COLUMN Zzi -F70SIMPSON 8 BLOCKING @ T OC. HTT4 BASE INTERIOR FACE OF WALL CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE. NAIL ON EACH SIDE OF EACH CONNECTORS W/ (18) ALL EDGES TO STUDS OR COLUMNS W/ THREADED ROD. Q 0.167x2-12" NAILS & SIB" 0.131' x 2-1/2"NAILS @ T O.C. & T O.C. IN g OOF SHEATHING & NAILING THREADED ROD W/ MIN. 17 THE FIELD. p ER STRUCTURAL COVER 2x4 SYP. #2SLIB-FASCIA EMBED BELOW CURB TO >? A A " OTES. SHEATHING SHALL E CONTINOVERHAOUS END 2x4 SYP. n BLOCKING @ i6' FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-1 /4' EDGE (2}2x BOTTOM PLATE. NAIL TO MIN. B' BELOW TOP OF SPIRED r NG IN F OVERHANG TR MIN. 74Y O.C. w/ 3}0.131'%3" ( DISTANCE FROM FACE OF SHEATHING WI ROWS 0.148'%3' �) FOOTING EHINO GABLE TRUSS. ` TOENAILS EA ENO CONCRETE CURB NAILS @ 3' O.C. O DROPPED GABLE: YAX 20' OVERHANG; 2.4 SYP. 92 OUTLOOKER @ 24" O.C. MAX GABLE TRUSS PER PLAN (2}2z BOTTOM PLATE. NAIL TO SHEATHING W/ (2) ROMCIA48•X3' NAILS @ 3' O.C. (1) ANCHOR BOLT CENTER OF - //� _ -.; SHEAR WALL TO FOUNDATION . PER DETAIL WF07A ON NOTES & - -�- m "� >O •-• DROPPED GABLE:>i3' TO MAIL ]A" O.H.: •. CONNECTOR LEGEND SHEET - - 2X4 SYP. 82 OUTLOOKER @ 19.7 OC MAX 3 0.131 • z 3' TOENAILS () FOUNDATION PER PLAN. TOP OF SPREAD FOOTING l (BELOW GRADE) MIN2x4SVP#2 FULL (2F HEIGHT KING STUDS REQUIRED EACH HEADER END W/PLIES FASTENED OVERHANG 314" DIA F1554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. 5/e• DIA. SIMPSON HIGH STRENGTH THREADED ROD MAY BE SUBSTITUTED. PROVIDE NUT&3'x512S11? PLATE WASHER ABOVE DOUBLE TOP PLATE. NUTS SHALL BE SNUG TIGHT ENED.2/3 TURN COUPLERS WITH PER WF08/SD2. >: 747 ROOF SHEATHINGS 2z4 SVP.#28U& ASCIA NAILING PER STRUCTURAL (2} H2.SA GABLE TRUSS TO WITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE w -1/2. 312' ENGINEERED 7 COVER NOTES. OUTLOOKER. THREADED ROD UTILIZED. EPDXY ANCHOR TO FOUNDATION MIN. 8' BELOW LUMBER JACK COLUMNS. SPREADSECTION A -A SHEATHING SHALL BE CONTINUOUS FROM END DROPPED TOP CHORD BUILD R USE A3/4' (OR 5/BXDIA HI HST REN TH) ONE JACK COLUMN ON Q EACH SIDE OF EACH O OF OVERHANG TO MIN. GABLE TRUSS PER PLAN CAST -IN -PLACE OTHR FADED ROD" B3LOWTOP PLATEWASHERSANDWICHED BETWEEN TWO HEX NUTS, MIN 8' BELOW TOP OF SPREAD FOOTING THREADED ROD. p 2'-0' BEHIND GABLE TRUSS. GABLE OVERHANGS UP TO 24" SHEAR WALL DETAIL BETWEEN OPENINGS 12•=1'4)' m w I- i 1'=1'-( (2) ROWS O.148•x3-ve NOTES: NAILS STAGGERED@ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN NA NA O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST W4 OF THE THICKNESS OF THE LAST LAMINATION (3) ROWS 0.148"x3-1/4' 3) FOR 5-PLY, PROVIDE I/4"DM. x5-12'LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) NAILS STAGGERED @ 4) TOLERANCES: ALL DIMENSION TO BE HELD VATHIN-I-1W 12. O.C. FOR 2X10 OR 1'EDGE 1-12' EDGE 2-12" EDGE GREATER HEADER 0.148' x 3" 2-Irr i LSTA30 HEADER TO 1.10 STUDS U.N.O. (ONLY E RED'D. IF WALL N SHEATHING CANT BE 0.148• x T NAILS INSTALLED PER WFIQISD4) 0.148'x T OPP. SIDE Z i DOVMIFRAME TO DOOR 1j 0.148' x 3' NAILS 2X STUDS TVP. OPP. SIDE (2) 2x4's (2) 248s (2) 2xe's ATTACH JAMB STUDS PER WFOS/SD2 BOTTOM PLATE ANCHORS PER DETAIL WFO7A ON NOTES & CONNECTOR LEGEND SHEET PT BASE PLATE -I 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 BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY TALL SUPERCEDE THE STANDARD CONNECTORS PT BASE 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. SCHEDULE FOR MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE TYPICAL HEADER DETAIL (VIE) HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. IPLIFT CAPACITY @ HEADER TO STUD =7OD# 12"=1'-0' 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDITL KINGS AS REQO. COPYRIGHT MCD 2015: The information Contained in this document is copyrighted and is the exclusive property TYPICAL BUILT-UP STUD COLUMN DETAIL 1 12'=r4r SEE GE01 FOR OUTLOOKER OR SHEATHING CANTILEVER 0.131'x 2-10 NAILS @ 4' O.C. CONV. FRAME OR VALLEVTRUSSES (2) 2x COLUMN OUTSIDE (2)2z1's EDGE DISTANCE PER DETAIL Z 0.148'x3'NAILS Z � O z m � Z - 2. �_ E a o h I a A 2 U 0.148' X 3' NAILS z n I OPP. SIDE " Ij DISTANCE PER DETAIL INSIDE PLY NAILS NALED AT W OVC STAGGERED. OUTSIDE NAILS NAILED AT S• QC. OUTSIDE 2x's (3+) 2x COLUMN 0.131'z 2-12" NAILS @ 4. O.C. VALLEY TRUSS CONV. FRAME OR \\ VALLEY TRUSSES \ PER PLAN EXT. SHEATHING; GABLE TRUSS ATTACH PER NAILING SCHEDULE EXT. SHEATHING; ATTACH PER CONT. PLYWOOD ROOF NAILING SCHED. SHEATHING PER NAILING SCHEDULE OR (2) 0.167x 312' NAILSr_E'.T OPT. 2X4 BLOCKING TO EA. COMMON PERP. TO EA. VALLEY TRUSS TRUSS NAILED TO TRUSS BELOW @ 24' GABLETRUSSTOTOPO.C. W/(2)0.162'k 312' PLATE W/SI MPSON HGA10 @ 48" O.C. NAILS TW. ATTACH TRUSS TO MAIN SPAN ROOF TRUSS DOUBLE TOP PLATE OR TRUSS BELOW USING (3) 0.167X 312' NAILS UPLIFT CONNECTOR PER PLAN 2x BLOCKING W/ (3) (SEE SCHEDULE) NG 0.148 z 31/4' ' DOUBLE TOP PLATE WALL PER PLAN TOE ILED @ EA. END PER PLAN CONNECTION TO WALL CONNECTION TO TRUSS EXTERIOR BEARING WALL PER PLAN ,E GABLE END AT VALLEY FRAMING CONNECTION 3/4•=1'-0" A MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the (2) 2. BUILT-UP COL. 2x BLOCKING W/ - 12) 0A48'k31M- NAILS @EACH END - SIMPSON LSTA30 W/ - W) 0A48N3' NAILS (ALL CORNER u CONDITIONS STRAP AROUND TALLER STUD) H 12) 2X TOP PLATE - ATTACH 2%TO - SUILT-UP W/(2) ROWS OF 0.148"x3" NAILS STAGGERED @ 8° O.C. (2) 2. TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO STEP 0 BEARING FRAME WALL 3/4'=1'-0" VERTICAL BLOCKING & 2.4 SYP 02 RIBBON. RIBBONS ARE NOT NAILED TO EACH REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W/(3) 0.131-.T NAILS. TO SPAN THE 2x4 SYP #2 VERTICAL OVERHANG DISTANCE, BLOCKING, NAILED TO OR IF THE DESIGN TRUSS OVERHANG W/ PLANS SPECIFY (3) 0.131'x3' NAILS. ANOTHER METHOD OF SUPPORT. REFER TO WIND SPEED 5139MPIt MANUFACTURER'S BLOCKING @ EVERY SPECIFICATIONS & OTHER TRUSS (48. O.C. DESIGN PLANS. MAX) STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE MULTIPLE VERTICALS & 1NO WMSP®1170UPH: BLOCKING @ EVERY OVVERMAOSONSNG EXCEEDS 21' OOF Pµ TRUSS (24" O.C. MAX) 2%4 #2 SYP CONT, LEDGER OR CORNICE B TRUSS SRG.CONNECTIONS PER TRUSS CHORDS. NAIL TO WALL DESIGN I PLAN FRAMING MEMBERS W/(2) riMANUF 4. PLANS `` .> SOFFITS & OVERHANGS 0.148"x 3-1W NAILS @ 24' O.C. MAX. IF MASONRY USE (2) 1/4• TAPCONS y.^; ? PER DESIGN PLANS. OR EQUAL @ 24.O.C. W/ MIN. 1-1/4' }. 4- MAX. 17 MAX. FASTEN SOFFIT TO EMBEDMENT. MAINTAIN P END - CORNICE, EXTERIOR DISTANCE & 1' EDGE DISTANCE SOFFIT OVERHANG WALL, AND RIBBONS LENGTH PER PLAN PER DESIGNPLANS OR TRUSS OR ROOF RAFTER WOODIMASONRY WALL WRITTEN OR TRUSS, SEE PLAN SPECIFICATIONS. LEDGER @ LOW ROOF � SOFFIT SUPPORT FOR OVERHANGS > 12" 3/4'=1'-1 expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CO .J I- w 0 _j LL W w J Z } w H H � o�o 2 IN F- xaz t-a}3 � F 0 0' W O ;5 q- , N 01 F 40 O El • O STRUCTURAL ENG: TH DRAFTING: (7 4TRUCT: DP y GC CHECK CC w JCB No. STAR-1B i SGLE: AS INDICATED w HIE: 10/1623 of SD2 OV SC. ROOF SHEATHING, _ ?01, R'Vele NOTR0 FASTEN PER PLAN `SS SOFFIT, ATTACHMENT, & REINFORCEMENT PER ARCHITECTURAL DESIGN PLANS. CORNICE PER 2X SCAB w/0145"x 3" ARCHITECTURAL NAILS @ 4' O.C. DESIGN PLANS. PER-ENGTRUSSES PER PLAN TRUSSCONNECTION PER PLAN 2x FRAME WALL PER PLAN O OL.E5V CONDITION @ FRAME WALL NF1 TYPICAL SCAB OVERHANG r 3/4"=1'-0' 2x6 COLLAR TIE HALF WAY - UP HEIGHT OF VALLEY. FASTEN w/ (5) 0.148' x 3' NAILS @ EACH END (TYP.) 2x6RAFTERT02x8 RIDGE BOARD W/A%ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN - WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PUN) TO PRE-ENG TRUSS BELOW W/ //4'x4-12 SIMPSON SDS SCREWS 2.6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 2 O C. MAX. :FO FIELD FRAMED VALLEY DIET (2) 2x TOP PLATE - (2) 2x HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS WINDOWSEE PLAN - FOR LOCATION 2X BLOCKING w/ (2) 0,lW x 3-1M' TOE -NAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF UNE 2x BASE PLATE W/ 0.148" x 3-1/4" @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING - SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR FLOOR SYSTEM DIRECTION & MORE INFO FLOOR BEAM SEE PLAN FOR CONNECTION IF TRUSSES ARE PERP. TO WALL. INSTALL 214 BLOCKING W/ (2) 0.148- x 3-1 W TOENAILS EA, END AND (2) 0.148' x 3.1W NAILS TO EA. STUD. SHEATHE ROOF PRIOR TO OVER FRAMING. NVFRAMMG RIDGE BOARD EN CONV. 2x VALLEY RAFTER (OR PRE-ENG VALLEY TRUSSES) x PLATE NATH SIMPSON MTS12 OR 12 CONNECTORS ((5) 0.131"x 2-12S) @ EA. RAFTER TO PLATE CONN. 12=ry 3/4" FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN. 1-W THICK OSB RIM BOARD. ATTACH TO -J� EACH JOIST FLANGE Nn)-0.131"x2-12 NAIL. HGA10, CENTERED BETWEEN EA FLOOR JOIST, � PRE ENGINEERED AND SPACED NO MORE THAN 24" O.C. SCREW W/ `L •� TRUSSES @ 24" O.C. (3)-1/4x 3" SDS SCREWS TO 2x PLATE -BLOCKING & MAX. PER PLAN (4).1/4" x 1-12 SDS SCREWS TO RIM BOARD. \ SEE ARCHS FOR ROOF WATERPROOFING AND PIATE43LOCIONO: FINISH MIN. 2x4 SYP#2 PLATE -BLOCKING INSTALLED TIGHT TRUSS ANCHOR (SEE A BETWEEN EFLOOR JOIST. NAILED TO DOUBLE TOP PLAN) PLATE W/ 0.131"x 3" NAILS @ 6' O.C. & 2' FROM EA. END. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE WOISi PER PLAN. / (4N).131' x 3" TOE -NAILS EA (JOIST TO DOUBLE J 21 92 SPF STUDS @ Is- 2x TOP PLATE. IJOISTS PER PLAN, BEARING ON O.C. /EXT. SHEATHING DOUBLE DI TOP PLATE. FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER NAILING SCHEDULE S2 FLOOR -TO -FLOOR CONNECTION (P WFIOASD4. IF WALL SHEATHING ISNT CONT. LSTA7 STRAPSFROMST ARE READ FROM STUDS TO FLOORSLOCKING$HALL EXTEND INTO FLOOR SYSTEM AT LEAST GIRDER BELOW 16 FROM THE EXTERIOR STUD FACE_.. IF TRUSSES OTHERWISE. ADD FLOORALOCKING BETWEEN THE NEXT FLOOR JOIST, SPACE PARALLEELL TTOO WALL, 2x4 i2 SYP CONT W (2) @ 24' O.C. MAX. W/ (2)- 0A 31"x T TOE -NAILS TO TOP & BOTTOM CHORDS EA. END. 3/P FLOOR SHEATHING PER 0.149" x 3-1M' NAILS AT (6).0.131' x 2-12' NAILS: FLOOR fLOOR FRAMING NOTES. EACH STUD SHEATHING TO EA. PIECE OF ROOF SHEATHING FLOOR -BLOCKING. / 1 ATTACHED PER 1 t NAILING SCHEDULE FLO1418' O s. RIM BOARD 1-1 /B' O.S.B. RIM BOARD OR (JOIST FLOOR -BLOCKING SPACED @ 24" D.C.MAX MATCHING FLOOR DEPTH. NAIL FLOOR -BLOCKING TO TOP &BOTTOM CHORD SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO OF JOIST W/ (2)- 0.131' x 3" TOE -NAILS. HGA10, CENTERED BETWEEN EA. PIECE OF FLOOR -BLOCKING, AND SPACED NO MORE THAN 1) 2CO.C. SCREW W/(3)-1/4"X3-SIDS SCREWS TO I.. 2x PLATE -BLOCKING & (4} 1/4" x 1-12 SDS SCREWS TO RIM BOARD. FLOOR JOIST OR PER PLAN. - (4} 0.131"X 3" TOE -NAILS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 2x TOP PLATE. PLATEIIOCN111@ MIN. 2x4 SVP#2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. NAILED TO DOUBLE TOP PLATE W/ 0.131' x 3" NAILS @ 6' O.C. & 7 FROM EA. END. 2X4 SYP #2 BLOCKING @ 48' O.C. MAX. W/ (3) TRUSSES AT 24" O.C. 0.14SN3-1/4" TOE -NAILS ROOF SHEATHING PER TYP. NON -LOAD @ EA_ END. REDUCE SPACING TO 24' O.C. @ *laz _ / PLAN ATTACH PER -- NAILING SCHEDULE BEARING WALL PER SIMPSON DTC @ 48' WALLS CARRYING ., PLAN. STUDS @ 2r O.C. ATTACH W/ (6) LOADS SUCH AS ram. O.C. MAX. STUD 0.739'x 2-12 NAILS CABINETS OR HEAVY = SPACING TO BE (MAX. 1/4" VERTICAL SHELVING - REDUCED DOWN TO GAP BETWEEN 17 SIMPSON DTC ®EACH >- `x.k- ..,• 1fi' O.C. MAX. LONG BLOCK 8 TRUS: LOCATIONS CARRYING BOTTOM CHORD/ HORIZONTAL BLOCK- LOADS SUCH AS TRUSS BLOCKING.) LOCATION. ATTACH W/ -^*+ CABINETS OR HEAVY REDUCE DTC SPACINI (6)0.131'x2-12 NAILS +.-.-+.. SHELVING. T024"O.C. FOR (MAX.} VERTICAL GAP -- WALLS CARRYING BETWEEN 17 LONG -" HOLD TOP OF LOADS SUCH AS BLOCK & TRUSS NON-LOADSEARING CABINETS OR HEAVY BOTTOM CHORD/ WALL DOWN I-1rr SHELVING TRUSS BLOCKING.) = BELOW BOTTOM OF 2. BLOCKING x 12' = TRUSS BOTTOM 2x BLOCKING x 17 LO LONG @ HORIZONTAL CHORD. @ TRUSS LOCATION BLOCKING LOCATION FOR CLIP ATTACHMEI FOR CLIP @ 48' O.C. ATTACH TC ATTACHMENT. ATTACH WALL SINGLE TOP TO WALLSINGLE TOP PLATE W MIN. (4) PLATE W / MIN. (4) 0.131"x 2-Irr NAILS. 0.131'x 2-12" NAILS. SINGLE Zx TOP PLATE SINGLE 2x TOP PLATE q r1 NON -BEARING WALL (PARALLEL TRUSS) 12=l'-0" (2) 0.148"x3-1/4" NAILS @ EACH STUD 2.4 STUDS @ 16" O C. 12 GYP. BOARD SIMPSON H10A @ EACH DIAGONAL BRACE CS18 EA. STUD ABOVE TO STUD BELOW WY l l' END LENGTHS 8 (18) 0.131'x2-12 NAILS :� 2. BOTTOM PLATE, ATTACH TO DOUBLE TOP PLATE W/ (2) 1/45c4-72 SDS SCREWS @ 12' O.C., STAGGER ROWS 6' 2. BEARING WALL WITH ROOF LOAD REFER TO BEARING WALL SCHEDULE FOR STUD BASE CONNECTION & BOTTOM PLATE �ANCHORS /n� 131 BRACING @ 2 STORY FRAME WALL EXTERIOR WALL SHEATHING PER DETAIL WFIC/SD4 2x BOTTOM PLATE PER PLAN. (2)-oI31' x 3' NAILS; 2. BOTTOM PLATE TO EACH JOIST (AT 24- O.C. MAX). 0.131' x 3' NAILS @ 4' O.C. & 7 FROM ENDS AND SPLICES; 2. BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2} ROWS 0.131' x 2-10 NAILS @ 3' O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF10/SD4 FOR ADDITIONAL INFORMATION. RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. �- 0.131' x 3' NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 6' O.C. & 7 FROM EA END. & EA SPLICE. DOUBLE 2, TOP PLATE PER PLAN. Vv = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF MAX. UPLIFT: 648 PLF 11 112"=1•-D' EXTERIOR WALL SHEATHING PER DETAIL WFi Cd SO4 2. BOTTOM PLATE PER PUN. (2} 0.131' X 3' NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 2C 0 C. MAX). 0.13" X 3' NAILS @ 4' O.C. & 2- FROM ENDS AND SPUCES; 21 BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. - MIN. 1-1/8'THICK OSB RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (1). 0.131"X 2-12 NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2). ROWS 0.131'x 2-12 NAILS T O.C. ABOVE AND BELOWSPLICE. REFER TO DETAIL WFIO/ SD¢OR 1 ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM \MATCHING SIZE AND SPECIES OF COLUMN ABOVE. 0.131' X T NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ E O.C. & Z' FROM EA. END. & EA. SPLICE. DOUBLE 2x TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6): uv = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF MAX. UPLIFT: 648 PLF SHEATHING CONT. TO 2.4 BLOCKING W/(2) 2nd STORY WALL 0.162N3-12' NAILS @ BOTTOM PLATE EA END. BLOCK ING A5HED ADJACENT BAYS @ SEACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 0.131'42-12' NAILS @ 6' O.C. (5) 0.187x3-12 NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2.4 SYP #2 CONT. BRACE W/ (2) 0.162'x312 NAILS EACH DIAGONAL BRACE. OPTRUSSES PER PLAN B-1 /4'(M2xO UPER 2X4 SVP 12 DIAGONAL FLOOR WALL W/ BRACE @ 48' O.C. MAX. 114t3-12 SIMPSON 45' FROM SDS SCREW @ Is- O.C. HORIZONTAL BRACE (2) 2.4 TOP PLATE NOT REQUIRED 6' FROM EAVES. ALL BROW FRAMING SHALL BE MIN. 2X4 SYP 72, OR P.T. IF IN CONTACT WITH LEDGER MASONRY & SPACED CONNECTION PER NOT MORE THAN 24'0. 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. i QASCIA PER DESIGN FASTEN EACH sec ueal o run MEMBER, EACH ADDITIONAL INFORMATION END, W/(3) 0.148t3' NOT SHOWN THIS DETAIL TOE -NAILS MAX 7•� MIN. (5)0. 148'x3" NAILS LEDOER TO WALL CONNECTION AT EACH INBTM l m LED09i MEMBE2 CMU: MIN. (2)1/4-TAPCONS W/ 1-1/4' EMBEDMENT INTO CMU @ 16" O.C., V EDGE & 4' END DISTANCE FRAME: MIN. (2)1/4' SDS SCREWS W/ 7-12 EMBEDMENT @ 16" O.C., 1- EDGE & 4" END DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS DD2 BROW FRAMING DETAIL MAX. 1'-1)" O.H. ` / 112=1'V 2t RAFTERS SEE - SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION SIMPSON LSTA18 IF USED IN LIEU OF COLLAR TIE M MIN. Z(8 SYP #2 FOR CONVENTIONAL FRAME USE SIMPSON LEDGER FOR LRU26Z W/ (9) 0.148'x3' NAILS OR FOR CONVENTIONAL PRE-ENGINEERRED TRUSS USE SIMPSON FRAME AND MIN 2a6 HGA10 USING (8}7/4"x 1-12" SDS SCREWS a SVP #2 FOR PRE-ENGINEERED 0 SHEATHING PER PLAN TRUSS. ATTACH TO MIN. as SYP #2 STUDS W/(2)1/4' x I RAFTERS OR 2.4 SYP q 4-127 SIMPSON SDS #2 PRE-ENGINEERED g TVA. NON -LOAD SCREWS 18'O.C. t2 ROOF TRUSSES O SEE 0 BEARING WALL PER MAX.; TO GABLE END 24' O.C. MAX. PLAN PLAN. STUDS @ 24' STUDS W/ (2) (5) 0.148'k3' NAILS FOR w O.C. MAX. STUD 114' x 3-1(I' SIMPSON CONV. FRAMED z SPACING TO BE SDS SCREWS @ 16' MEMBERS ONLY i REDUCED DOWN TO O.C. MAX; TO FASCIA PER 16' O.C. MAX. @ MASONRY W/2x6 P.T. COMMUNITY LOCATIONS CARRYING SYP 02 LEDGER W/(2) SPECS a�N LOADS SUCH AS IM'x 3.1/4"TAPCONS CABINETS OR HEAVY @ 12' O.C. 4'-Cr MAX 4 SYP 02 OR SHELVING. RE -ENGINEERED ROOFSIMPSON LUS24 W/ TRUSSES DESIGNEDEXT.WALL/TRUSS lz (8)0.148'x i-12 NAILS FORSHINGLE ONLY o HOLD TOP OF NON -LOAD BEARING WALL DOWN 1-12' BELOW BOTTOM OF TRUSS BOTTOM CH( PLYWOOD CRICKET 2' RAKE W/ FLASHING DOWN TO ROOF BELOW &FACIA OVER TOP (2) LAYERS OF 1' THICK GYP. SHAFT LINER PANELS, UP TO UNDER SIDE OF SHEATHING NO SIDING UNDER FACIA IN THIS AREA, JUST EXPOSED FLASHING CRICKET DETAIL 3/4'=V-0' LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLUS AND NAIL AS SHOWN (5) 0.148'x3-1/4' NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) SEE FOUNDATION PLAN 5/B" THREADED ROD W FOR ADDITIONAL INFO NUT SET IN ADHESIVE SIDE VIEW @IA8E OF POST 'DO 1 CORNER COLUMN FRAMING 2. COLLAR TIE (MATCH TO RAFTER SIZE) LOCATED IN UPPER 3RD OF ATTIC SPACE. ATTACHED TO RAFTER W/ (4)0.131" x 3' NAILS. NOTE: SIMPSON LSTA18 CENTERED AT ROOF PEAK, WRAPPED OVER RAFTERS 8 FASTEN WI (7) 0.148' x 2-72 NAILS TO EA RAFTER CEILING JOIST LOCATED AT THE BOTTOM OF THE ATTIC SPACE. SEE SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION TYPICAL CONNECTION @ GIRDER OR BEAM I S2 FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) I F2 CONVENTIONAL DORMER RAFTERS 2O 3/4"=v-0' 1 1=l'" 1'=1•4r 3/4'=1'0' (Ceiling Attached to Rafters) Live Load = 20psf, Dead Load = 20psf, USLL= 240, Floxble Finish lineludina Gv mbeardl SYP#2 RAFTER SPANS SPACING (in.) 2.4 (ktin.) 2.6 (k-inJ 2.8 (ftin.l 2X10 (ft-in.) 202 (ftinJ 12 B-0 13.6 17-1 203 23-10 16 7.9 11.8 14-9 17-6 20-8 192 7-1 1 10S 13.8 i6.0 18.10 24 Bd 94i 12-1 tId 16-10 NOTES: 1) Span shall be measured along ins h,,riz-1 pmjacto of the after. 2) Rafter overhangs shall not exceed the lesser of 13 of the rafter span or 2 feet CEILING JOIST SPANS SCHEDULE (Uninhabitable Attics WdhoW Storage) Live Load = 10psf, Dead Load = Spat, UkL = 240, Flexbte Finish fintludim Gvowan board) SYP#2 CEILING JOIST SPANS SPACING 2x4 (ft-in.) 2x6 (ftin.) 2.8 (ft-in.) 2"(in.) (fttin.) 12 11-10 1" 24-7 206 16 10-9 16-11 21-0 25-7 19.2 10-2 15-7 1 193 23-5 24 93 13.11 17-7 2611 �U 2x4 SYP 02lEDGER. ATTACH TO STUDS OR BEAM W/(2)1/4" x 4-12 SIMPSON SDS SCREWS @ 96' O.C. MAX; TO GABLE END STUDS W/ (2) 1/4"x3-12' SIMPSON SDS SCREWS 0 IC O.0 2 MAX.; TO MASONRY VJ/ 2x4 P.T. SYP #2 LEDGER O WI 1W x 3.IW TAPCONS 0170.C. o - - XDO 11 TYPICAL SHED ROOF DETAIL 12=1•-0' 0 a O NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR 0 CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. p W Q ROOF SHEATHING & NAILING PER ROOF m O NOTES. G w O �' I1\ ROOF TRUSSES PER PLAN. w U.N.O. ON FRAMING PLAN. (2)-6• O' w 51MPSON SDWC15600 SCREWS EA " TRUSS TO TOP PLATE. REFER TO F I �'�� DETAIL SISDWC. FL,O D x11 Pli u MINi12'GYPSUM i1 OVERHANG & CORNICE PER DESIGN r h Z WALLBOARD CEILING PER FBC-R702.3. `- PLANS. 0 19 17 2x SYP#2 SUBFASCIA WI (3} 0.131" x n 0 d CEILING IS NOT DESIGNED ASA WEND NAILS TO EA TRUSS (U.N.O.) rc CL DIAPHRAGM. z DOUBLE 21 TOP PLATE. REFER TO DETAIL S Q WF07/SD2. (3)-0.131" x3"TOE OR END NAILS, O L U Cn EA STUD TO TOP PLATE. W WO (1)- 6' SIMPSON SDWC15600 SCREW, T U INSTALLED TO THE INTERIOR NARROW FACE O PER 131SDWC; EA. STUD TO TOP PLATE. w z EXT. WALL SHEATHING PER DETAIL WF10/ SD4 00 ; U O MID -HEIGHT 2x BLOCKING, MATCHING SIZE & < 1 SPECIES OF STUDS. NAILED BETWEEN STUDS � W/(3).0.131'x 3" TOE OR END NAILS. It0 I- a 2. STUDS, SPECIES AND SPACING PER s FRAMING PLAN. SIZE PER DESIGN PLANS. 0 O ♦� m MIN. lrr GYPSUM WALLBOARD PER O 0 FBCR702.3. a 3/4" FLOOR SHEATHING PER FLOOR FRAMING NOTES. - < � r Q U (3)-0.131' x 3' TOE OR ENO NAILS; EA. STUD TO BOTTOM PLATE, r• t- O w FLOOR TRUSSES OR JOISTS PER vQi - FRAMING PLAN. w REFER TO DETAILS WS20 AND 0 w J Z 1x\ DRAFTSTOPPING W521 ON THIS SHEET FOR U F W WHERE FLOOR -TO -FLOOR CONNECTION Q 0 �1 R REQUIRED PE INFORMATION. O V 1 FBCR 302.12 W W % PITw� - DOUBLE 2(TOP PLATE. REFER TO DETAIL O WF07/SD2. 13)- 0.131' x 3' TOE OR END NAILS. EA. STUD TO TOP PLATE. i ���t►1111111 �,dl. f` '�/ � e„ee•e Bzt4 w J p 4ED IP K O of C^ Is A. 4` i> s Ax � MIN. 12 GYPSUM WALLBOARD CEILING PER rc a FBCR302.13. EXCEPT WHERE SM" TYPE X C GYPSUM WALLBOARD IS REQUIRED PER < w FBCR302.6. CEILING IS NOT DESIGNED AS A z DIAPHRAGM. w w EXT. WALL SHEATHING PER DETAIL-101 SIN (� Go O MID41EIGHT 2, BLOCKING, MATCHING SIZE & 2 z N SPECIES OF STUDS. NAILED BETWEEN STUDS HEl W/(3)-CA 31"x3"TOE OR END NAILS. I- 0 < N = OJ U pOg m 2x STUDS, SPECIES AND SPACING PER w O O LU Z = z - FRAMING PLAN. SIZE PER DESIGN PLANS. T � O W � IL MIN. 12 GYPSUM WALLBOARD PER < = FBC702.3. No R C7 H - w (2)- 4-12 SIMPSON SDWC15450 SCREWS, 0 < U J W z J O o INSTALLED PER DETAIL IW SDWC; EA, STUD TO i N as} p H } BOTTOM PLATE. O O (3)-OA31' x 3" TOE OR END NAILS: EA. STUD TO w y 1A F Q. BOTTOM PLATE. w f ?x P.T. BOTTOM PLATE, 0 0 51RUCTURAL ENG: TH ATTACHED TO m i FOUNDATION PER - DETAIL WF07A/ NOTES - - - - B Q STRUCT: DP OC CHECK. CC - &CONNECTOR LEGENDS O rc SHEET U.N.O. 0 w JOB No. STAR-18400 FOUNDATION PER PLAN. � ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1.6): S r SGLE: AS INDICATED MAX. IN -PLANE SHEAR: 192 PLF 2 w� DAZE: 10/1623 MAX. UPLIFT: 442 PLF O U S TYPICAL TWO STORY EXTERIOR WALL-( JOIST " S D 3 .0 3/4"=1'-0' N z r COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WINDOW JACK STUD COLUMN PER PLAN. MIN. (2)- 2z SYPA2 STUDS EACH. (1). 6" SIMPSON SOWAC SCREW INTO NARROW =� =� (1}fi SIMPSON SDWC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL FACE OF EACH STUD (SIMILAR TO DETAIL 13(SOWC) (TM SCREWS TOTAL). HOLD CRIPPLE STUD BELOW SILL PLATE SHORT 13/SDWJC) (TWO SCREWS TOTAL). TO ALLOW PROPER INSTALLATION OF SDV F ,• MAX_ 1' MAX. SCREW. NAIL TO JACK STUDS W/ MIN. (4).0.131- x 3' NAILS. FLOOR SYSTEM PER PLAN. - (3)- SIMPSON SDWF2724-TUW SCREWS: ONE ON SQUASH BLOCKING WITHIN FLOOR SYSTEM x1 EACH SIDE OF COLUMN W// MAX. 1' FROM EDGE OF WAS HER TO COLUMN, AND ONE CENTERED MATCHING SIZE 8 SPECIES OF COLUMN ABOVE. j BETWEEN COLUMNS. TOP OF PLATE PER PLAN DOUBLE 2x TOP PLATE PER PUN. ix I MIN. (2)- 2. SYPA2 STUDS MATCHING SIZE OF (2). T SIMPSON BMW SCREWS INTO NARROW COLUMN ABOVE, CENTERED BELOW JACK STUD FACE OF STUD COLUMNS (SIMILAR TO DETAIL COLUMN. . . 13(so VC) (4 SCREWS TOTAL. UPUFT CONN. CAPACITIES: (2)SDW2724'a: C15600:1900E/COL.18&/COLN.. S.4 f"Rw 11 COLUMN TO HEADER CONNECTION ACROSS FLOOR COLUMN, OR JACK & KING STUDS PER PLAN. MIN. (4} 2x STUDS. n}412 SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO (2} 412' SIMPSON SDWC SCREWS INTONADE FACE (PER DETAIL 10/SDWC) DETAFACE (2}472SIMPSON SDWC SCREWS INTO W1DE ( ER DETAIL 10/SSCREWS)TOTAL) FACE (PER DETAIL 10/SOWA:) FLOOR SYSTEM PER PLAN. `Y� 1 (2} SIMPSON SOWF2724TUW SCREWS EACH SIDE OF COLUMN W// MAX. V FROM EDGE OF SQUASH BLOCKING WITHIN FLOOR SYSTEM / `�1 WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. /I TOP OF PLATE PER PLAN DOUBLE 2x TOP PLATE PER PUN. (1}6 SIMPSON SDWC SCREW INTO VIDE FACE (1} V SIMPSON SDAC SCREW INTO WADE FACE (PER DETAIL 1NSOWC) OR NARROW FACE (PER ` PE (PER DETAIL 10/SDWC) OR NARROW FACE (R DETAIL 1NSDWC). LYJ DETAIL 13SOWC). COLUMN PER PUN, ALIGNED WITH COLUMN (1)-6 SIMPSON SDWC SCREW INTO NARROW ABOVE. MIN. (4)- 21 STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (2 SCREWS TOTAL). UPLIFT COHN, CAPACITIES: ISO COLUMN TO COLUMN CONNECTION ACROSS FLOOR (4)SOwc156W: teoae (6)SDWC15450: 1970A 2 OWFZ724: 2832 3' 1-12 +IF E A 3• b D E OPENING PER PLAN. E E e C ......................... F OOR SYSTEM E A E OPENING PER PLAN. E D E � B FULL PANELS WHERE PANEL CUT TO FIT I PERMITTED BV OPENING SIZE YI BUILDING LAYOUT. 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN. 15012' EXPOSURE I OR 7/16• STRUCTURAL 1 & EXPOSURE 1 RATED SHEATHING. EMERIOR WALL SHEATHING CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. REFER TO CLADDING MANUFACTURERS WRITTEN SPECIFICATIONS AND/OR CODE REGULATIONS FOR MINIMUM REQUIREMENTS 2. 10 MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END JOINTS. 118` MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTION: 12 GAP AT PANEL SPLICE WHEN CENTERED ON MIN. i-W 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.O.R. FOR ADDITIONAL REVIEW AND EVALUATION. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR-101C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTIONSARE REQUIRED WHEN SPECIFIED ON FRAMING PLAN(S)AND/OR FRAMING DETAILS. DOUBLE TOP EXTERIOR WALL SHEATHING SHALL EXTEND PLATE PER PUN TO THE TOP OF THE DOUBLE TOP PLATE. NAIL EXT. WALL SHEATHING TO DOUBLE TOP PLATE W/ 7 ROWS 0.131' x 241 3` O C. NAILS 0 3- D.C. STAGGERED 1-12 3/4- -12 3W ST---AIIIG/---G...E��.R---«<It/ /// / �.i i .... / ii / EXTERIOR WALL SHEATHING / e \ TYP. NAILING AT DOUBLE TOP PLATE 1-12=1'4T COLUMN, OR JACK & KING STUDS PER PLAN. -- MIN. (4} 2X STUDS. (2).4.12 SIMPSON SDWC SCREWS INTO WOE FACE (PER DETAIL,O/SDWJC) FLOOR SYSTEM PER PLAN. `r SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE ZK TOP PLATE PER PLAN. HEADER PER PLAN. � COLUMN, OR JACK & KING STUDS PER PLAN. MIN. (4} 2x STUDS. (2)- 412 SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10/SOWC) M FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER P AN DOUBLE 2x TOP PLATE PER PUN. UPSET HEADER (I). I2SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL INSDWC) (TWO SCREWS TOTAL) _ (2} 41/2'SIMPSON SDWC SCREWS INTO MADE :7 �l rT FACE (PER DETAIL 10/SDWC) (2)- SIMPSON SDVW2724-TLW SCREWS EACH SIDE OF COLUMN W// MAX. 1' FROM EDGE OF WASHER TO COLUMN. SEE PLAN FOR MC INFORMATION (4).6' SIMPSON SDWC SCREWS INTO INTERIOR FACE OF HEADER (SIMILAR TO DETAIL 112 O.C. `� 13/SDWC),SPACEDAT I-10O.C. &CENTERED SEE FLOOR FRAM TYP. UNDER COLUMN ABOVE. SEE FLOOR FRA R FLOOR SYSTEM INFO. SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS WT DOWNSET HEADER 0.148x 3-v4• SINK (1}41/7SIMPSON SDWC SCREW INTO NARROW (2)2x TOP PLATE FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (TWO SCREWS TOTAL) _ (2) -4? SIMPSON SDWC SCREWS INTO MADE SEE M 1STFLOORST 1 SEE PLAN FOR ' FACE (PER DETAIL 10/SDWC) INFORMATION (2)- SIMPSON SDWFZ724TUW SCREWS EACH SIDE OF COLUMN W// MAX.,' FROM EDGE OF FOUNDATION PEF WASHER TO COLUMN. PLAN SIMPPON MSTI40TO 2ND FLOOR STUDS 1ST FLOOR STUDS WITH (32) 0.148'X 3-114" SINKERS ATTACH 2X STUDS W/ (3) 2. STUDS (2) 0.162"X 3-12" NAILS � 6- O.C. CIWFORNIA CORNER B41 SIMPPON MSTC402N0 FLOOR STUDS TO 1ST FLOOR STUDS WITH (32), 0.148"X 3-114" SINKERS (3) 2X BUILT UP COLUMN ATTACH PER NAILING SCHEDULE ATTACH 21 STUDS W9 (2) 0.162-X 3-12' NAILS (4) 2z STUDS 8' O.C. 8TANDARD CORN ER B-B ALTERNATIVE STRAP: (2)- CS20 COIL STRAPS COLUMN TO (4) 2x STUDS COLUMN VW MIN. WEND LENGTHS & (14}0.131" x 2-12' NAILS EACH END. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM. HTT4 W7 SS' ALL ATTACH Zx TO THREAD ROD, 7- MIN. STUDS W/ (2) ROWS EMBED. W/SIMPSON OF 0.162'X 3.12 SET EPDXY OR EQ. NAILS Q6.O.C. CALIFORNIA CORKER AA ATTACH COLUMN W/ (18) 0.148- X 2-12' NAILS H774 WA SS" ALL THREAD ROD, 7• MIN. EMBED. VM SIMPSON (3) 2X BUILT UP STUD SET EPDXY OR EO. COLUMN ATTACH PER ATTACH COLUMN W/ WFO8/SD2 (18) 0.148' X 2-12 NAILS ATTACH 2z TO BUILT UP STUD COLUMN W/ (2) ROWS OF 0.167X 3-12 NAILS @ fi O.C. MIN. (4}2x SVPA2 CRIPPLE STUDS MATCHING .J IlC `� I }6-SIMPSOSCWC SCREWS INTO NARROW N STANDARD CORNER AA (a L FACE OF CRIPPLE STUDS AT TOP 8 BOTTOM SIZE OF COLUMN ABOVE, CENTERED BELOW (SIMILAR DETAIL I3/SDWC). COLUMN. CRIPPLE LENGTH TO BE W MIN . \ \ \ HEADER PER PLAN. `\ \ � \ " SO COLUMN TO HEADER CONNECTION ACROSS FLOOR UPLIFT CONN. CAPACITIES: (4)SIFT 18" 2-STORY CORNER FRAMING ATTACHMENT -FRAME (6)SDVC15450: 1970E 3/4'=1'41" 2 DWF2724: 2832A 38 SHEATHING PER PLAN NAIL EXT. WALL NAIL WALL SHEATHING / / 3I8" / fi ATTACH PER NAILING PANELS TO RIM BOARD - �F SHEATHING AT VERTICAL i j'/ i I.2MSTUDS,SEE LAN SCHEDULE / NAILING-) WS('EDGE W/R}RdN50.131'X / NAIL SHEATHING �/ FRAMING AND GRADE NOTE: 2-12 NAILS 3' O.C. / / TO EACH NAIUNK;7 Vd 0.131' X 2x BOTTOM PLATE WN j / I SPACING AND GRADE WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN O / / STAGGERED 1-12'. / O MA NAILS @ 6 O.C. (1) SIMPSON SDWC ti INTERMEDIATE .�\� AND SEE ARCH PUN WINDOWS CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND 1 f l - "• MAINTAIN MIN. 3/4' FROM O MAINTAIN 31W TO EDGE 15S0SCREW@S O.C. ) p , O STUD ('IN THE TO VERIFY SIZE BOTTOM AND EACH SIDE OF OPENING W/ (2j A34 CLIPS TO TRANSFER EDGE OF PANEL ,'q FIELDS W/0.131 /U OF PANELLOADS , STAGGER 8 fi' FROM ENDS AND LATERAL f ,m•„�y, '.' • • / / • x 2-12 NAILS '�OryI NAILING ON EACH SIDE 3/4' FLOOR SHEATHING SPLICES. SCREW TO BE 1, OF PANEL JOINT. ATTACHED PER FLOOR INSTALLED TO CENTER SOLID SHEATHING U '-'F fi O.0 AT IT I (,1 - NAILING NOTES SIMPSON LSTA24 0 e pp OF RIM BOARD BELOW STRAP W/(22)0.146'X HEADER F / SHEATHING SPLICE AT THE MAINTAIN,IB'GAP ` •�i / ,• ' MIO-HEIGHT OF RIM / /', / /! BETWEEN PANELS �: 3' NAILS. BEND STRAP SIMPSON SP4 W/ (6) % 1 0.148"X7-12 24"O.C. BOARD. MAINTAIN 12 GAP RIM BOARD BLOCKING OVER TOP PLATE MAX. Q i ` w , 3'. THEN RUNDOWN (USE SP6 @ 2x6 STUDS 25. 1-1/2' BETWEEN PANELS. / / / / 24' O.G. MA%. MIN. 2x STUD CENTERED FACE OF JAMB d SP8 ®2xe STUDS) / / ON VERTICAL PANEL ATTACH TO DOUBLE STUDSMEADER. EXTERIOR WALL j TOP PLATE USING 1 ��/ ♦ fi i ,• ♦ / f. / JOINT () ONLY REO'D IF WALL • �,; SHEATHING �� SIMPSON A34 ( (2) 2x SPF TOP PLATE EXTERIOR WALL RIM BOARD PER TRUSS SHEATHING CANT BE U.N.O. ON PLAN ♦ • / - SHEATHING MANUFACTURER. INSTALLED AS WOIST 024. O.C. HEADER -SEE 2ND TYP. PANEL SPLICE AT WSP RIM BOARD TYP. VERTICAL EDGE & FIELD NAILING ATTACH TO EACH JOIST INDICATED) (MAX) FLOOR PLAN FOR MIN. C D ATTACH RIM BOARD TO BEAM FLANGE VA(1) 0.131' z EXTERIOR SHEATHING - / HEADER SIZE & REQTJ 71_12"-VAr I-,2=1'-0' 2-12 NAIL FROM TOP OF WALL JAMB STUDS BELOW USING (1) SIMPSON (1) ROW 0.131"x 2-12 TO BOTTOM OF FLOOR -1. 1 A35 @ 16" O.C. MA% & 6' FR NAILS 0 W O.C. WALL SYSTEM (RIBBON / r 4r �•. •��♦ ♦i//•/,i ENDS & SPLICES OM SHEATHING TO ZT BEAM)ATTACHED PER ,.!/� ♦ • �•� r •�\ •;/ BEAM OR FLOOR GIRDER PER PLAN RIMBOARD NAILING SCHEDULE IF NOTE: REFER TO IF HEADER IS UPSET i JOIST MAIN SPECS (2) ROWS 0.131' x 2-12 SHEATHING CAN NOT NAIL EXT. WALL SHEATHING TO HEADER WI g p C AND WINDOW IS x NAILS 3' O.C. WALL BE INSTALLED AS 00¢-O 0.131'X2-12 NAILS QG GQ. TOP880TTOM / FORBLOCKING LOWER: (1)2x SILL REQUIREMENTS SHEATHING BE INDICATED, f .'frf MAINTAINING 3/4'EDGE DISTANCE. PLATE W/(2)0.,48"z3' ��e"O C i BOTTOM OF BEAM CONTRACTOR TO / TOENAILS. EXT. ♦ ♦ INSTALL LSTA248 I8' O.0 �. ` • ! / - 1 HEADER OPENINGS _,__._._,._,.;> ANS1T PARALLEL TRUSS TO DROPPED BEAM LSTA30ASSMOWM I` iii LESS THAN 4FT'(1)a AT EA. END OF HEADER, NAIL SHEATHING TO HEADER WA(S-0.131"z 241 NAILS. NAIL EXT. WALL SHEATHING TO TOP SILL PLAT W1 OA31 • x 2-12 NAILS a 6' O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS V 0.13,' z 2-12 NAILS @ TOP & BOTTOM, & THEN 6'OC EXTERIOR WALL NAIL EXT WALL SHEATHING TO SILL PLATE W/ V j SHEATHING , n 41 0.131'x 2-1/2'NAILS @60.C. NAIL EXT. WALL SHEATHING TO CRIPPLE.O < / FRAMING W/0.131'X2-12 NAILS@TOP& ' p BOTTOM, & THEN 6' O.C. AT PANEL EDGES & 12 p x� O.C. IN THE FIELD. AT VERTICAL PANEL JOINTS, REFER TO DETAIL (D) / NAIL EXT. WALL 21 BOTTOM PLATE SHEATHING TO 2x 3'O.C. \ PER PLAN f f BOTTOM PLATE VAN ` MAINTAIN I/B' GAP FOUNDATION PER PLAN. 0.131' X 242 NAILS BETWEEN SHEATHING 3" O.C. MAINTAIN AND FOUNDATION OR . ; A 3/4' TO PANEL EDGE. MASONRY. TYP. EXTERIOR SHEATHING DETAIL (2-STORY) (�) TYP. NAILING AT BOTTOM PLATE TYP. SHEATHING & NAILING AT OPENINGS 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 3/4•=1'-0• NOT USED expressed, written consent of MONTA CONSULTING & DESIGN, 0I (2) 2. SILL AT WINDOW W/21 CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/0.148. 3' NAILS @ 8' O.C. THEN STUDS 0Is- O.C. ATTACH SILL W/ (2) 0.148• x 3" TOE -NAILS AT EA. END OF SILL (MAX OPENG WIDTH W-V ). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS SILL PLATE W/ (2) 0.148' x 3"TOE-NAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W/2x CRIPPLES @ 16. O.C. W/ (2) 0.148' x 3' TOENAILS T&B (PLYWOOD SHEATHING THANE SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN 8 GIRDERIBEAM BELOW W/ (22)0.148' x 3- SEE FRAMING PLAN NAILS. (ONLY REO'D IF FOR FLOOR WALL SHEATHING CONNECTION CANT BE INSTALLED AS INDICATED) FLOOR GRIDER OR BEAM (��01 HEADER CONNECTION @ 2nd FLOOR HIGH BM WMR & ASSOCIATES, LLC is strictly prohibited. B Ac if r0 z R go *+ C 4 O eD O $ Z N h 2 m - = LU Z - =ao - 0 � t- W W 0 ENG: TH S STRUCT: DP Q OC CNEtM: CC 0 w JOB No. STAR-18409 i SCALE: AS INDICATED w DATE: 1W1623 SD4 ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING MAX.SIMPSOMAINTAINING ING 8* FROM M E x 24) SCREWS 24' O C. %. MAINTAINING 8' FROM ENDS AND SPLICES 2x4 SYPR2 RIM -BLOCKING BEHIND RIM BOARD. NAIL TO RIM — BOARD W/ (2).0.131' x W NAILS @ 3' O.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 Zr O.C. MAX, W/ (2} 0.131' z 3'TOE ;AILS TO TOP & BOTTOM CHORDS EA. END. ' 3W FLOOR SHEATHING (* 0.131x 242" NAILS: FLOOR PER FLOOR FRAMING SHEATHING TO EA. PIECE OF NOTES. FLOOR -BLOCKING. FLOOIIALOCIONG: 1-IM- O.S.B. RIM BOARD OR 1401ST FLOOR -BLOCKING SPACED @ 2P' O.C. MAX, MATCHING FLOOR DEPTH. NAIL FLOOR -BLOCKING TO TOP & BOTTOM CHORD OF JOIST W/(2)-0.131'x 3'TOERAILS. FLOOR JOIST OR PER PLAN. (4)-0.131-X 3-TOE-NAILS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 21 TOP PLATE. PLATE41L )MM: MIN. (2)-2x4 SYP#2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP PLATE W/ W SIMPSON SDS SCREWS C 4" O.C. & 7 FROM EA. END. FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) 1 1rr=1'-0" EXTERIOR WALL SHEATHING PER DETAIL WFI W SO4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL M10 2x BOTTOM PLATE PER PLAN (20.131- X T NAILS; a BOTTOM PLATE TO EACH JOIST (AT 2r O.C. MAX). (20.131' x W RAILS 0 3' O.C. & 7 FROM ENDS AND SPLICES; Zx BOTTOM PLATE TO RIM BOARDIRIM BOARD BLOCKING. CENTER NAILS ON RIM BOARD/RIM BOARD BLOCKING. MIN. 1-IS" THICK OSS RIM BOARD. NAIL TO FLOCR-BLOCKING W/ n H 0.131' X 2-12" NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (Z-ROWS 0.131"z 2-1/2 NAILS ® 3' O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WFIa SD40R ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND MERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. (2)-0.131"x 3" NAILS: RIM BOARD TO 21 PLATE -BLOCKING 49 W O.C. & 7 FROM EA. END. & EA. SPLICE. DOUBLE 2< TOP PLATE PER PLAN. ASSEMBLY 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 NON-STRUCTURAL 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)- S' SIMPSON SOWC15600 SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDVxr; EA. STUD TO TOP PLATE. MIN. ill GYPSUM WALLBOARD PER FBC-R702.3. (2)-4-12" SIMPSON SDWC15450SCREWS, — INSTALLED PER DETAIL 101SDWC; EA STUD TO BOTTOM PLAT 3/4' FLOOR SHEATHING PER FLOOR —� FRAMING NOTES. MIN. 12' GYPSUM WALLBOARD CEILING PER FBCR302.13. EXCEPT WHERE 5W TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBC-R 2.6. CEILING IS NOT DESIGNED AS DIAPHRAGM. ")-S' SIMPSON SDWC15600 SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 1 WSDWC; EA STUD TO TOP PLATE INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN 2. P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET U.N.OANCHOR BOLTS SHALL BE INSTAL AT 17 O.C. MAX. ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1.6) MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR) 1080 PLF (1ST FLOOR) MAX. UPLIFT: 442 PLF S1 HIGH SHEAR TWO STORY EXTERIOR WALL ROOF SHEATHING & NAILING PER ROOF NOTES. 2x SYPR2 VERTICAL BLOCKING BETWEEN EA. TRUSS. 0)-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 (0A 13N2-BS") RING SHANK NAILS a 4" O.C. MAX U.N.O. ON FRAMING PLAN: (2)-8' SIMPSON SDWCI5600 SCREWS EA TRUSS TO TOP PLATE. REFER TO DETAIL 5/SDWO. 2nd FLOOR PLAT PER PLAN i1 OVERHANG & CORNICE PER DESIGN PLANS. 2x SYP02 SUBFASCIA W/ (3)-0.131"x WEND NAILS TO EA TRUSS (U.N.O.) DOUBLE 2x TOP PLATE. REFER TO DETAIL WF07/SD2. (3)-0.131' z T TOE OR END NAILS, EA STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WFia SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT 2, BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3H 0.131' x 3" TOE OR END NAILS. 2z STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (3)- 0.131' x W TOE OR END NAILS, EA. STUD TO BOTTOM PLATE. FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. c1� REFER TO DETAILS WS107 (FOR IJOIST)OR DRAFTSTOPPING WHERE I WS125 (FOR FLOOR TRUSS) ON THIS SHEET REQUIRED PER FOR FLOOR -TO -FLOOR CONNECTION FBCR 302.12 INFORMATION. 1 st FLOOR PLAT Eh PER PLAN - 'DOUBLE 21 TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131" x 3" TOE OR END NAILS, EA STUD TO TOP PLATE. 3/4"=I'-0" EXT. WALL SHEATHING PER DETAIL WF1a SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT 2z BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3)- 0.131' z 3" TOE OR END NAILS. 2z STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4-1/2- SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 101 SOWC; EA. STUD TO BOTTOM PLATE. (3)-0.131" x W TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FOUNDATION PER PLAN. SLAB ELEVATIO._ N.O . (� 00 O '$ Z N (— LU El m QJ xLU az - sao - xro wWo y lir � • ENG: TH 2 S STRUCf: DP Q a CHEa(: CC 0 w JOB No. STAR-18xOB 2 SCAIF: AS INDICATED w DATE: 1a1623 C 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, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 4'-V a HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) STUDDED COMMON TRUSSES 12' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXLN V3441S USED), SEE DESIGN PLANS. IW GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3-12• THICK GLASS FOR OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 12' GYPSUM WALLBOARD PER UST31PM. U33$ PWZ U3471PM. OR V344MM EACH SIDE OF PARTY WALL FASTENED USING MIN, 5d (0.08V x 14 V LONG, 1SI84' HEAD) COOLER NAILS OR Na 6 TYPE W DRYWALL SCREWS (MIN. 1-IRA• LONG} ALL FASTENERS SHALL BE INSTALLED 0 MAX D.C. 0 ALL SUPPORTED EDGES a 12' O.C. N FIELD (3}0.131' x r TOE OR END NAILS. EA STUD TO BOTTOM PLATE. EA SIDE OF PARTY WALL (I} W SIMPSON SOWCIS600 SCREW. EACH STUD TO BOTTOM PLATE PER 11/SDYYC. (EACH SIDE OF PARTY WALL} MIN. U4 SYP 82 BOTTOM PUTS ATTACH TO - CENTER OF RIM BOARD BELOW USING (1) SIMPSON WWC15600 (0•M52 x In SCREA/ 0 24. O.C. MAX MAINTAIN 6' TAFROM ENDS & SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF272A (0.27 x 2A') SCREW 0 3r O.C. MAX MAINTAIN r FROM ENDS AND SPLICES PARTY WALL 4'-2 3W • HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1)SIMPSON SDWCI56W (0.152 x C)SCREW 0 48. OC & 6' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/302 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15M (0.162 x IT) SCREW (EACH SIDE OF PARTY WALL) FIE RATED WALL SYSTEM PER U373IPINI, U3381 WZ U3471PW4, OR V8/41PM MIN. 2x/ SYP 82 STUDS 01T O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL ATTACH PER NAILING SCHEDULE I PRE-ENG. FLOOR PRE-ENG. FLOOR SYSTEM SYSTEM 5 FIRE SLOC ONO EA SIDE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, - EACH SIDE OF PARTY WALL. USING (1) SIMPSON SDWC15800 SCREW 0 24. O.C. MAX & C FROM ENDS & SPLICES. SCREW TO BE PETALLED INTO THE CENTER OF THE RIM BOARD. MK 3.W / PENETRATION TO RIM BOARD. (1}6' SIMPSON SDWC1S600 SCREW. EACH -� STD TO TOP PLATE PER II WC, (EACH SIDE OF PARTY WALL). Ilr GYPSUM WALLBOARD PER U3731PW1. U33611-W2 U3471PW4, ORv3WPW5 EACH SIDE OF PARTY WALL FAS70ED USING MIN. 5d (0.006' x I-W LONG. 156R NERD) COOLER NAB- Oft Na 6 TYPE W DRYWALL SCREWS (MIN. 1.1MG} ' LONALL FASTENERS SHALL BE INSTALL® 0 MAXI' O.C.O ALLSUPPORTED EDGES a ITO.C. INFIELD MIN. 2.4 SVP i2 P.T. BOTTOM RATE (EACH SAE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07AON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX a WITHIN 8• OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: - UPLIFT -270 PLF • N PINE SHEAR= 260 PlF TYPICAL PARTY WALL SECTION DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF071SD2 FOR SPLICE a ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U3731PW1, U338P WZ U347MM. OR V34WM MIN. 2.4 SYP 62 STUDS 016' O.C. W/ MID-HEIGHr WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STD TO BOTTOM PLATE USING (1) SIMPSON SDWCIS45D (0.152 x 4-11?) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SUB AND FOUNDATION INFORMATION IL PARTY WALL W-V • HALF PARTY WALL WIDTH I '-2 3W ♦ HALF PARTY WALL WIDTH FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING TREATED ROOF SHEATHING (NOPMETMTKIM) (NO PENETRATIONS) STUDDED COMMON TRUSSES 1Q' GYPSUM WALL BOARD EACH SIDE OF ATTACH TRUSS TO DOUBLE PARTY WALL PER FIRE RATED WALL TOP PLATE USING (1) SIMPSON SYSTEM (F ASSEMBLY 6XINNS44IS SDWC15S00 (0.152 x 6') SCREW USED), SEE DESIGN PLANS. Ur GYPSUM 0 4C OC a 6' FROM ENDS WALL BOARD MAY BE SU E STITUTED W/ (EACH SITE OF PARTY WALL) MIN. 34W THICK CLASS FIBER OR MINERAL WOO- INSULATION COMPLETELY FILL THE STUD CAVITIES hhR�o.oF BEARING IHGr. Y(REFER TO PUNS -- FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 1r2* GYPSUM WALLBOARD PER U373PW1, U33B1`Wz U3471PW4, OR V344MM EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd (0.088' x 1.58' LONG, ISAM• HEAD) COOLER NAILS OR Na 6 TYPE W DRYWALL SCREWS (ARK 1-IW LONG). ALL FASTENERS SHALL BE INSTALLED 0 MAX C O.C. 0 ALL SUPPORTED EDGES a tr O.C. N FIELD ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSM SDWC15450 (0.162 x4.lrn SCREY CONNECT2ND FLOOR WALL 14 PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2)114' x4-12' S SCREWS 01r O.C. AND W FRI END OF WALE. ALL SPLICES T BE STAGGERED MN.4r 10 GYPSUM WALLBOARD PER U373IPWT. U33e1PWY, U347XW4. OR V344PM EACH SAE OF PART/ WALL FASTENED USING MN. 5d (0.008' x I-W LONG. 15R4' HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-1/4• LONG} ALL FASTENERS SHALL BL NSTALLED MAX P O.C. 0 ALL SUPPORTED EDGES & 1r O.00 . N FIELD MIN. 2.4 SYP 62 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES a CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX a WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: UPLIFT .270 PLF IN PLANE SHEAR= 250 PLF TYPICAL PARTY WALL SECTION DOUBLE TOP PUTS EACH SIDE OF PARTY WALL SEE WFGTIS02FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCIWD0 (0.152 x In SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER USTIMM, U3361WM, U347TW4. ORV3441PM INSTALLED TIGHT TO ROOF SHEATHING. MIN. 2.4 SYP 02 STUDS 0 Ir O.C. W/MPHEKGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE UNSUNG (1) SIMPSON SDWC15450 (0.152 x 4-I/21') SCREW CONNECT CND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x4.1/r SOS SCREWS 0 it O.C. AND M FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN. 48' DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFO7/SD2 FOR SPLICE& ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SOWC15B00 (0.152 x 61 SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER L1373MM, U3361PWZ U3471PW4, OR V344MM MN. W SYP M2 snAs 01r O.C. W/MIPHEDM WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-Irn SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PUN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 441' -HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) an/DDEn 1X)MMON TRUSSES IW GYPSUM WALLBOARD EACH SIDE OF - PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXW.V344 IS USED} SEE DESIGN PUNS. 1rM• GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3.12' THICK GLASS FRIER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES RooFBEARINGHIOT REFER 70 PLANS -. IW GYPSUM WALLBOARD PER U3791PW1, U336NWZ IAQ/PW4. OR ...SIOF PARTY WALL FASTENED USING MIN. Sd (0.086' x I-W LONG, 15164' HEAD) COOLER NAILS OR N. S TYPE W DRYWALL SCREWS (MN. IAA LONG} ALL FASTENERS SHALL BE INSTALLED 0 MAX 4' O.C. 0 ALL SUPPORTED EDGES & 12' O.C. N FIELD MN. 214 SYP R2 STUDS 0 IV O.C. W/ MIOHEIGHr WALL BLOCKING EACH SIDE OF PARTY WALL (I} 8' SIMPSON SOM15800 SCREW, EACH STUD TO BOTTOM PLATE PER I1076r, (EACH SIDE OF PARTY WALL} 2x BOTTOM PLATE. FASTEN TO FLOOR SYSTEM W/ (1) SIMPSON 6' SDWC SLEW (SOWCIWW) 0 24' O.C. & C FROM ENDS & SPLICES. AT PERPENDICULAR FLOOR CENTER SCREW IN RIM BOARD. AT PARALLEL FLOOR SCREW INTO BEAmn7wsS. STAGGERING N BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW USING (1) SIMPSON SDWF2724 (027 x 247 SCREW 0 3r O.C. MAX MAINTAIN 6' FROM ENDS AND SPLICES PRE-ENC. FLOOR SYSTEM FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE. USING (1) SIMPSON SDWC15WO SCREW 0 ZV O.C. MAX a 6• FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RN BOARD. MN. 3JM PENETRATION TO RIM BOARD. (1} C SMPSON SDWCIWD0 SCREW. EACH STUD F TOP PLATE PER 11/SDYYC. (EACH SIDE OF PARTY WALL} -// MIN. 2x4 SYP I2 STUDS 018' O.C. W/ MD4EOHIT WALL BLOCKING 1/1' GYPSUM WALLBOARD PER USTSM, U33SIP1W2 U347111W4, OR V344MM EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (01136' x 1-W LONG, 150 HEAD) COOLER NAILS OR Na S TYPE W DRYWALL SCREWS (MN. 1-11C LONG} ALL FASTENERS SHALL BE INSTALLED 0 MAX P O.C. 0 ALL SUPPORTED EDGES & 12' O.C. N FIELD MN. 2.4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES a CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 38. O.C. MAX & WITHIN r OF EACH END OF WALL a EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT - 270 PLF - INPLANE SHEAR=250 PLF Awsk TYPICAL PARTY WALL SECTION 4'-2 3W -HALF PARTY WALL WIDTH PARTY WALL FIRE RETARDANT I TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCI6SO0 (0.162 x 6')SCREW 0 40' OC a r FROM ENDS (EACH SIDE OF PARTY WALL) FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED TOP PLATE EACH SIDE -OF PARTY WALL SEE W F07/SD2 FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15000 (0,152 x 6) SCREW (EACH SIDE OF PARTY WALL) FIE RATED WALL SYSTEM FEB., U336N%%4 U3471PW4. OR V3441PW5 INSTALLED TIGHT TO ROOF SHEATHING, MIN. 2.4 SYP S2 STUDS 01r O.C. W/ MK 4EGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWCI5450 (0.162 x4-72n SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ M IW x 4-12' 805 SCREWS 012- O.C. AND e• FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MN. 48' DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/802 FOR SPLICE a ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15600 (0.152 x W) SCREW (EACH SIDE OF PARTY WALL) FIE RATE) WALL SYSTEM PER U373IPW1, U335PW2, U347111W4. OR V344MM MK 2.4 SYPI2 STUDS 01r O.C. W/ MD4EGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SBPSON SDWC15450 (0.152 x 4-1M SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AD FOUNDATION INPORMATON \11111191d`pd v/ J LI J J >J �/ N� LL STRUCTURAL ERG: TH rc a CRE«: CC 0 w JOe No. STAR-1 t SCALE: AS INDICATED w0.AlE: td1H23 IrM+r�' 12ti1'D' 1nsr4r 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. (1) SIMPSON Hrr4 W/0)SW - TAREADED ROD, T MIN. EMBEOMENT W/ SIMPSON SETJP EPDXY OR EQ. ATTACH TO COLUMN W/ (18) 0.16r x2.1/r WALL 81EATHING 8FIALL BE NMS INSTALLED AS A CONTINUOUS SHEET FROM DOOR OPENING TO 2x SEPARATION FRAME BUILDING CORNER W/ NAILING PER WALL TOP &BOTTOM WF10. PLATES SHALL RUN CONTINUOUS PAST END OF SLAB ADJACENT FRAME WALL DOOR OPENING TO END OF SLAB INTERSECTING 2x FRAME WAIL SHALL BE SCREWED TO MIN. (3) 2. SEPARATION PLY BUILT UP COLUMN WRHN WALL FRAMING SEPARATION FRAME WALL W/ (2) IW SIMPSON SDS SCREWS INSTALLED P FROM TOP & BOTTOM, 14M EDGE DISTANCE, FIRE RATED WALL OTHERWISE SPACE) 017 O.C. ASSEMBLY PER UOA336IPW2. STAGGERED a• MAX �L TTO ROOF SHEATHING. SECTION A -A 44r -HALF PART' WALLWIDTH FIRE RETARDANT TREATED ROOF SHEATHING O (NO PENET XTNS) V0 - HALF PARTY WALL WIDTH FIRE RETARDANT PARTY WALL TREATED ROOF SHEATHING ROOF SHEATHING AID (NO PENETRATIONS) FASTENING PER NALING I SCHEDULE 1? GYPSUM WALL BOARD EACH SIDE OF ATTACH SHEATHING TO FRAME WALL DOUBLE PARTY WALL PER FIRE RATE) WALL TOP PLATE W/RSRS-01 NAILS mP RSOPVADCEING PER SHINGLE $1. SYSTEM (IF ASSEMBLY BXLJV_ IS A USED} SEE DESIGN PLANS. 1rr GYPSUM A E�FTT �aOON FILL GAP BETWEEN WALL BOARD MAY BE SUBSTITUTED W/ TOP PLATE & SHEATHING IF REQUIRED MN. 31/C THICK GLASS FIBER OR F WATERPROOT AND FLASHING BY MINERAL NOD. INSULATION MC EBB, NOT MICD COMPLETELY FLL THE STUD CAVITIES EACH WALL STUD OR EACH BUILT LP COLUMN STUD (r FROM EA END OF TRUSS HIOA7(roNTR�TORO.MAY FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON USE SIMPSON SONIC SCREWS SDND 15000 S' SCREW 0 6' O.C. & C FROM ENDS PER 2AMNiC DOUBLE TOP PLATE SEE WF07/SD2FOR SPLICE & ATTACHMENT INFO. FERRPIANS FIE RATED WALL ASSBABLY PER USTMWI, UsswM FIRE BLOCKING AS REQUIRED U3475'YW. OR V344PM INSTALLED TIGHT TO ROOF SHEATHING. CAULK WITH AN APPROVED PRODUCT TO CREATE AIRTIGHT SEAL PER MANUFACTURER'S EACH WALL STUD OR EACH T UP COLUMN STUD INSTALLATION INSTRUCTIONS. PROVIDE MINERAL FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON WOOL OR OTHER APPROVED METHOD TO FILL N SOWC IWW 6' SCREW vow MIDPOINT SLOGONG BETWEEN STUDS U.N.O. ON FRAMING PLANS IW GYPSUM WALLBOARD WALLW/Sd COOLER EXTERIOR WALL SHEATHING AND NAILING PER (O.OBBk 1fi18' LONo. 15A4• HEM oR NBW Al SCREYVS 1-1M LONG Ir O.C. ON EASE WFIO/SD4 & 170.C. IN FIELD CONTINUOUS WALL BLOCKING INSTALLED AT MAX. TO O.C. AS MEASURED VERTICALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE BUB.DER TO VERIFY (1} C SIMPSON SDWCISSDD SCREW. EACH INSTALLATION. TYP. STUD TO BOTTOM PLATE PER 11/SDYYC, UPPER 2.4 SYP 02 ST1D3 Q tr O.C. MAX SUDS SHALL BE NSTALLPD CONE. FROM MID WALL PLATE TO UNDERSIDE OF ROOF SHEATHING, CENTERED OVER MIN.2x4 SYP 02 BOTTOM PLATE ATTACH TO LOWER STUDS CENTER OF RNA BOARD BELOW USING 0.131' x 7 EACH ABOVE WALL STUD OR EACH BOLT UD COLUMN NALS 0 C O.C. MAX STD FASTENED TO BOTTOM PLATE W/ (1) SIMPIM SIIWC 15600 C SCREW ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON SDWF2724 (027 x 241 A 'A FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM SCREW 0 Sr D.C. MAX MAINTAIN r FROM ENDS PLATE TO BELOW FRAME WALL DOUBLE TOP PLATE W/ AND SPLICES 1( I2 Nix 4-1/r $be SCREWS 012'O.C. MAX W/ P EDGE FIE BLOCKING AS REWIRED Mp WCfAL PLATE 3W FLOOR SHEATHING -� -A 154-3W FASTEN PER PLAN PRE -ENO' FLOOR SYSTEM LOWER 2x FRAME WALL DOUBLE TOP PLATE SHALL MATCH ELEVATION OF FLOOR SHEATHING ({pp� @ N- hFLOORBEARINGHOT. 10.43W. BUILDER SHALL FEW VERIFY AND NHIFIRMI Y EREFERTOPLANS_- ATTACH RN BOARD TO WALL DOUBLE TOP PLATE. EACH LOWER WALL STUD OR EACH BUILT UP COLUMN USING (1) SIMPSON SOWC15000 SCREW 0Ir O.C. STUD FASTENED TO DOUBLE TOP PLATE W/ (1) MAX & 6' FROM ENDS & SPLICES. SCREW TO BE SIMPSON SDWC 1511W Ir SCREW INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. S3/P PENETRATION TO RUM BOARD. LOWER 2N SYP14 STUDSa 170.C. MAX ENDS SHALL BE NSTALED COHrFROM FOUNDATION TO MID WALL PLATE TO MATCH ELEVATION OF FLOOR (1} 6• SIMPSON SOMI58W SCREW. EACH STUD SHEATHING, TOP 0 R,' 1813W TO TOP DONOPx3.1/4• PLPELPNEDRRUFADCTUWRER'S6 ATE ,0.148 TPO TYP. P4WW8IE5THM WCFIRE4ES7AAA MID.-OIBLOCKING BETWEEN AARATTPEN!TM ATI H4KAS1 PIER FRAMING PANS PROVIDE MINERAL wax INSTALLATIONROTHER PROVED GYPSUM WALLBOARD WALL)wl Se COOLER OR OTHERAPPROVED MET10D TO FLL IN vOD8 AP METHOD (1p2' DRYWALL BCREVMY31�124' LONG p 4WO.C.ON EAC H WAL STUD TO P.T. BOTTOM PLATE W/ (11 EDGE & it O.C. INFIELD 154504.1/2' BCREW (EACH SIDE OF 2X4 02 SYP WALLWI @ 16' O.C. SEE Bw2 INTHE SEALING WOOD ALL SCHEDULE PARTYWSIMPSONSD ON NOTES & CONNECTORLEGEND FOR ADDITIONAL INFORMATION. CONNECTION CAPACITIES: -UPLIFT =270 PLF MIN. 20 SYP 62 P.T. BOTTOM PLATE (EACH SIDE OF • N PLANE SHEAR= NO PLF PARTY WALL} ATTACH TO FOUNDATION USING ANCFIOR BOLTS DEFINED INDETAIL WFWA ON loom &CONNECTORLEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 36. O.C. MAX & WITHIN 8' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE FOUNDATION PER THE FOUNDATION PLAN WOB TYPICAL PARTY WALL SECTION (VE) 4.4 - WLLF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING 040 PENETRATIONS) STUDDED COMMON TRUSSES 1Q' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (F ASSE8)LY BXLN.V344IS USED). SEE DESIGN PLANS. 1W GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. 3-1/r THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REDUIED 11r GYPSUM WALLBOARD PER U37301 W1, U336/PW2. U34711-M, OR V3N41PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. Ed (0.008' x 1. V LONG, ISW HEAD) COOLER KAIB OR N0.6 TYPE W DRYWALL SCREWS (MIN. 1-1W LONG} AL FASTENERS SHALL BE NSTALED 0 MAX 4. O.C. 0 ALL SUPPORTED EDGES & 12' O.C, N FELD MIN. 2.4 SYW2 BOTTOM PLATE. SCREW TO - PARALLEL FLOOR TRUSS BELOW W/ (2),19• x 3.12' SDS SCREWS 016- O.C. & 4' FROM ENDS & SPLICES. ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - MOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2T2{ (027 x 246) SCREW a 3r O.C. MAX MAINTAIN r FROM ENDS AND SPLICES FLOOR BEARING HIT. FtF aiD PILAW FIRE BLOCKING EA SIDE OF PARTY WALL AS REWIRED SCREW TO DWBLETOP PLATE TO PARALLEL FLOOR TRUSS W/(2).1W x 4.12' SIB SCREWS 0 24' O.C. & 4- FROM ENDS & SPLICES. 10 GYPSUM WALBOARD PER U373PW1, LWSIPW2 U347M'W4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MIL Sd (0.086' x NEB' LONG, 15MO HEAD) COOLER NAILS OR Na 6 TYPE W DRYWALL SCREWS (MIN. IAA' LONG} AL FASTENERS SHALL BE INSTALLED 0 MAX 4. O.C. 0 ALL SUPPORTED EDGES & it O.C. N FIELD MIN. 2,4 SYP M2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION LOSING ANCHOR BOLTS DEFIED N DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX & VRMN 6' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACrr ES: - UPLIFT - 270 RF I N BANE SHEAR- 250 PUF R'W3TYPICAL PARTY WALL SECTION NOT USED PARTY WALL W-2 3/,r - HALF PARK WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON WWC15OW M.152 x 61 SCREW a 40. OC & 6• FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF071SO2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO �DOUBLE TOP PLATE USING (,) SIMPSON 8OWC16B00 (0.152 x 8') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U37%11, U336MM LxHW4 7P, OR V344PMMIN. 2.4 SYP 02 STUDS 0 W O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL MIN. 2.4 SYP 82 BOTTOM PLATE ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131' x T NAILS 04- O.C. MAX (1) BBOTTOM PLATE PER 111SOWC. (EACH SIDE ' EA SIMPSON SDWCISB00 SCREW, EACH STUD FFLOOR SHEATHING EACH SIDE OFF PARTY To WALL ATTACH PER //r=1'0 ,2..,'41. PREFNQ FLOOR BOOR SYSTEM BE1PoN0 FIGT. REFER TO PLANS ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SDWC15WO SCREW O TO.O.C. MAX .6• FROM END$ & SRICES. SCREW TC BE INSTALLED INTO THE CENTER OF THE RIM BOARD. \ MIN. 3-3W PENETRATION TO RIM BOARD. DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WFO71302 FOR SPLICE &ATTACHMENT INFO (1} r SIMPSON SDWC15OW SCREW, EACH STD TO TOP PLATE PER IUSDAIC, MACH SIDE OF PARTY WALL} FIRE RATED WALL SYSTEM PER U3731PWI. LG3BIPWZ U347/PW4, OR V344PM MIN. 2.4 SYP 82 MID -HEIGHT 0 Ir O.C. W/ MIDGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 44M SCREW (EACH SIDE OF PARTY WAY SEE FOUNDATION RAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4'a. HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 1/r GYPSUM WALL BOARD EACH SIDE OF - PARTY WALL PER FIRE RATED WALL SYSTEM (F ASSEMBLY B)(W.VS44 IS USE)} SEE DESIGN MANS .1 W GYPSUM WALL BOARD MAY BE 8UB8'TITUTED W/ < MIN. 3-1rC THICK GLASS FIBER OR MINERAL WOOL NSIMTIN COMPLETELY FILL THE STUD CAVITIES ROOF BEARING HIT. ER TO PLANS _ - FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED MOYPSUM1 WNIBOAND PER U37341YW, U33MMZ 7/PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.00r x I-50V LONG. 151W HEAD) COOLER NAILS OR IL N6 TYPE W DRYWALL SCREWS (MIN. 14W LONG} AL FASTENERS SHALL BE NSTALED 0 MAX 4.O.C. 0 ALL SUPPORTED EDGES & 1r O.C. N FIELD MIN. 214 SYP02 BOTTOM PLATE. SCREW TO - PARALLEL FLOOR TRUSS BELOW W/(2)-IW x 3-11C SOS SCREWS 616' O.C. & 4• FROM ENDS & SPLICES, (EACH SIDE OF PARTY WA.L) ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - SELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (027 x 24) SCREW 0 3r O.C. MAX MAINTAIN C FROM ENDS AND SPLICES FLOOR BEARING HOT. REFER TO PLANS _ - FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ W 1W x 4-Ur SDS SCREWS 024- O.C. & 4- FROM ENDS & SPLICES. (EACH SIDE OF PARTY WALL) 1rr GYPSUM WALLBOARD PER WTAPWI. U33MPW2, U3471PW4, OR V344PWB EACH SIDE OF PARTY WALL FASTENED USING MN. Bd (0Mr x 14W LONG, 15/64- HEAD) COOLER NAILS OR N. 8 TYPE W DRYWALL SCREWS (MIN. 14AC LONG} AL FASTENERS SHALL SE INSTALED 0 MAX 4.O.C. 0 AL SUPPORTED EDGES & 12'O.C. N FIELD MIN. 2.4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAL WF07A ON NOTES & CONNECTOR LEGEND SKEET. ANCHOR BOLTS MAY BE SPACE) AT 3rO.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM RATE SPLICE CONECTON CAPACITIES: - UPLIFT = 270 PLF • N PLANE SHEAR -2W PlF rys� TYPICAL PARTY WALL SECTION 4.2 3W - HALF PARTY WALL WIDTH PARTY WALL FIRE RETARDANT TREATED ROOF SHEATHING NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCI5BW (0.162 x 61 SCREW 040.00 & W FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFUTIS02 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC158DO (0.152 x 6-)SCREW (EACH SIDE OF PARTY WALL) FIE RATED WALL SYSTEM PER U37VPW1. U31&IPff4 U347M M. OR V344MM MN. 2.4 SYP 02 STUDS 0 IS- O.C. W/ MID+EK*ff WALL BLOCKING EACH SIDE OF PARTY WALL (1W SIMPSON SDMI5000 SCREW, EACH STUD TO BOTTOM PLATE PER 1,1SDWC1. (EACH SIDE OF PARTY WALL} 9N• FLaoR SIEARHNa EACH / TTACH PSE�RNOAAIUNGSCIARTY ffWLE- DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SI� WPW1SD2 FOR SPLICE & ATrACHMEM INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (I)SIMPSON SOWC16WO (0.1Sr x 61 SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373IPW1, U396PW2, ID471PW4. OR V3/4 M MIN. 2.4 SYP M2 STUDS 016- O.C. W/ MD+IEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.162 x 4.1rn SCREW (EACH ME OF PARTY WALL) SEE FOUNDATION RAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION f z 4/ �0 v� y (8` 14=1 smucr: DP < Oc cREcx: cc 0 STAR-11i4GB i Sc­: AS INDICATED W. DALE: 1N1R✓13 SD7 COPYRIGHT MCD2015: 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 =11'-0• INTERIOR FINISH PER BUILDERS SPECIFICATIONS PRE ENGINEERED ///''' FIRE RETARDANT ROOF PER 7 / HHEATG NG SCHEDULE. SEE ER PLMI / NAILING 9C11EDULE SEE ARCHITECTURAL PLANS FOR REQUIRED LOCATIONS 2. FASCIA PER PLAN. SEE ELEVATIONS FOR MORE INFORMATION 2. CHFRAME CMU WALL SEE '� ARCHITECTURAL FOR i ,11►► � � � fill, MORE INFORMATION �P FIRE RATED 80FFIT PHRGA FI.E TO �� - 1- NOUN NO. RC 2382 EXT@IOAMN. M'-0• EACH SIDE OF 2 HOUR FlRE RATED ASSEMBLY. INSTALL BASE LAYER �` Ji 5V TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD �� rc TRUSSES ZVO.C. WITH 14M• TYPE W OR S DRYWALL 8CREY113 W O.C. A®4 Df t' BB II FACE LAYER SW TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BA� &P mC7 APPLIED AT RIGHT ANGLES TO TRUSSES WITH I-7MI•TYPE W ORE ♦ DRYWALL SCREWS 1r O.C. AT JOINTS AND INTERMEDIATE TRUSSES 1-IrZ TYPE G DRYWALL SCREWS Ir O.C. PLACED 2• SACKOHEIRIE& - - OF END JOINTS. JOINTS OFFSET 2M' FROM BASE LAYER JOINT& WOO r LU . TRUSSES SUPPORTING Ur WOOD STRUCTURAL PANELS APPLIED ATE RIGHT ANGLES TOITUSSE8 WITH Q197•x2-1?NAILS. APPROPRIA' ROOF COVERING. FIRE CAULK EDGES AND ENDS AS REQUIRED TO PROVIDE AN AIR TIGHT SEAL _ R TYPICAL FIRE RATED SOFFIT �� T 00 b0 w e 94+1'. H10E f PARTY WALL S F / / , , / rCCWWNEI OR RUNNER 50 j Q INSTALLED PER o i MANUFACTURERS SPECIFICATIONS I 10,010 f 2x BEARING WALL PER PLAN. SEE EXTERIOR FRAME WALL SCHEDULE FIRE RATED WALL SYSTEM PER DESIGN PLAN. INSTALLED TIGHT TO ROOF SHEATHING. Wl TWO HOUR FIRE WALL FRAME INTERSECTION w o z 3I41I'-0• = i Z N D J yo on Q �� w� �r �zT op J ` �� J N• ar o� zj rCCHANNEL ORRUNNER MIN. 3H•AIR SPACEINSTALLED PER } 8� c� MANUFACTURERS FIRE RATED ROOF o U SPECIFICATIONS SHEATHING PER PLAN F LL �; 3 i o I— LL Q UJ a is OVERHANG EACH i y BREAKAWAY CLIP aR SIDE w N ALUMINUM ANGLE INSTALLED PER s MANUSPECIFICATIONS WHERE EXTEND GYPSUM BOARDS o u REQUIRED PER UL PER FIRE RATED WALL U3791PW1. U9931PWZ SYSTEM INTO SOFFIT AREA F U347M M OR V344IPWS Z i •� SECTION A -A z L! W a = R>n Z. C?O Z a Z � _ N 7 C t a w J F O °a y 70 u ROOF SHEATHING . I: I' . I o �= m J ATTACHED PER NAILING : I : I : O SCHEDULE. A ' O w O LU - = W Z FASCAI PER PLAN I : I " I : : I : I : I : I : I : I : I LL5. . . z O -J W Z M J ooa yoy T~AaaF • A GYPSUM BOARDS PER FIRE RATED WALL z STRUC1UfLLL ENc: TN ATTACH CHANNEL FLANGE SYSTEM U3731PW1, L1938NNZ, U347/PN4 OR m TO BOTTOM OF FASCIA Wr V344PM MUST EXTEND INTO SOFFIT AREA o o IxuEnNc: (9)1-1H'TYPE IN SCREWS m '6 IF EXTERIOR WALL IS FRAME w z INSTALL C CHANNEL OR RUNNER FROM BOTTOM OF PROVIDE SOLID BLOCKING sTRucr: oP FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE AS REQUIRED TO INSTALL C EXTENSION OF THE GYPSUM BOARDS. FASTEN r C CHANNEL TRACK o .108 M. STAR-18109 CHANNEL OR RUNNER W/ MIN 1-IW TYP W SCREW TO w FRAME OR 31IB•x2-1N• TAPCONS TO MASONRY AS EXTERIOR WALL PER PLAN " i sU1><: AS INDICATED SPECIFIED PER UL U373RW1. U338RN2, U347AN N a r IXTE: 1d1E23 OR V344PN19 i Wt TWO HOUR SEPARATION @ EAVES " " z 9N•"'-0• N ° S D 8 xo 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. U373 BXU V. U 373 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 consuted before construction. Fire resistance assemblies and products are developed b the design submitter and have been P P� Y 5 investigated b UL for compliance with a icable requirements. The dished infortnatlon cannot tg Y W pW ell W always address every construction nuance encountered in the field. When laid 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 indudes specifics concerning aftemate materials and aftemate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U373 March D5, 2018 Nonbearing Wall Rating - 2 Hr (Area Separation Wall, See hems 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A and 413) Nonbearing Wall Rating 2 Hr (Protected Wall, See Rem 4B) Finish Rating -120 Min. (See Rem 4) • Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A SECTION B-S O © © 1 ��i��t• ���i�� Q wit. O � i��ii �tti © �ttt. CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY AREA SEPARATION WALL: - (Nonbearing, Max Height -44 ft) 1. Floor, Intermediate or Top Wall-2-3/16 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Skids - Steel members formed from No. 25 MSG gaN steel having "I-r -shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and flange width 1-1/2 in. 3. Gypsum Board• - Two layers of 1 in, thick gypsum wallboard liner panels, supplied in nom 24 n. widths. Vertical edges of panels friction fired into "H'-shaped studs. GEORGIA-PACIFIC GYPSUM LLC -Types TRSL, DGUSL PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in Items 4, 4A and 4B. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Woods Studs - For 2 Hr. Bearing or Nonbearing Wall Rating - Nom 2 by 4 in., max spacing 24 in. OC. Studs cross -braced at mid -height where necessary for clip attachment Mn. 314 in, separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A. Steel Skids - (As an ahemate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, man. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-1/2 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specifcaton for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. AN design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer and/air producer, and shall meet the requirements of all applicable local code agencies. The max stud acn of wall assemblies shall not exceed 24 n. OC. Studs attached to floor and ceiling tracks with 12 in. 9 W 9 9 Ion a 5-72 steel screws an both sides of studs or b welded air batted connections designed n accordance with the AISI specifications. T 9 LYP Y 9 sD cup and bottom tracks shall consist of steal members, wren No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG (0.036 in thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assembles such as, a floor, ceiling, and/or other wags. Attached to floor and calling assembles with steel fasteners spaced not greater than 24 in. OC studs c ossbraced will stud franeng at mdbeight 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. 46. Seed Skids - (As as alternate to Items 4 and 4A, for use in Cwfiguration B only, not shown) -For 2 Hr. Nonbearng Wall Rating - Channel shaped, fabricated from min 25 MSG cortosionyrotec kd steel, run 3 12 in. wide, run 1-1/4 in. flanges and 1/4 in, return, spaced a max of 24 In. OC. Studs to be cut 3/8 to 314 in. lass than assembly height. Top and bottom tracks shah 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 az. Studs crossb—cl with stud framing at midbeighl where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation well. Finish rating has not be evaluated formal Studs- , Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 ft wide, applied either horizontally or vertically. Wallboard attached to wood studs (hem 4) with 1-1/4 in. long steel drywall nails spaced 12 in. GO 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 joint compound. Nag or screw heads covered with pint compound. SA. Plywood Sheathing or OSB - (Not shown) - As an ahemate to Item 5, Nominal 12 in thick or greater Plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joint shall be butted light to form a closed joint Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joins and fastener heads are not required to be treated. Aluminum clips shall be spaced as described in hem 6. 6. Attachment Clips - Aluminum angle, 0.062 in. thick, min 2 in. wide with min 2 in. and 242 in. legs. Clips secured with minimum one Type S screw 3/8 in. long to "H'studs and with minimum one Type IN screw 1-114 in, long to wood fairing or steel framing through holes provided inclip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and H studs for separation walls up to 23 ft high. For separation wags up to 44 ft high. Gips spaced as described above for the upper 24 ft. and the remaining wall are below required Gips spaced a max 5 ft OC vertically between wood or steel framing and "H'studs. 7. Batts and Blankets- - (Optional, now shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Buming Characteristics andlor 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 or cUL Certification (such as Canada), respectively. TM.ppp Serea,cmnpese bear" 1Nadrt base4aea nutxi—d t he CeatwJd 1afoW ,odw, Noe ek m,n/acer Alwe o,i Fa110- eprodu only tlnx probcrf xmala thekmarkaMrMaconsitlerMroaCatleM,m cweree amen UL's rellaaAlp eayke..ANwys looxforure can m w product. IIL perme, the repa4uctlan of till minedal comalrcd In tlw Onllrc Certlflutlm Plracrory fut1M ro tlwtollwNnp <arwltlw:l. Thf gwtle IMmmftlan, Afsemgki Con�uctlorc, Deinpr,, fyahrm, mbar Certlllutlam (nkfl mart lee Pefenre4 k tlulr emlreryarin a a nnMakaekN Ircmer, weu,at any menpl4,lbr, ame a,a la b+rrraNfl :.lure ininermm�•nePdmed lrom me onarc emnratlw greoary caw Pwmlsslon kmn uL' mmage,r arA,satro tie emae4 mineral. In aaatlm, au rewaad m,ann mart krdutle a saPydlA1 man m e,e kllmwnt rams: •o mrs u ue woll UL(l1RWRIT IS fill, ' III R IES) �.SIIGG((((JJJJEEDD �ANNI ��� t O F. �DRAWING 0Y-1PO a f C,1 O M a O o �s N w 0 c �� •ice!®O"�®� �� `�0�� m k� W v� fin z a J Ng 0� i7 U04, on, <; �IL W W O0�g E V M - _ C� c� Go 041 Z N � y 7 u X m J - =az 0 t—a3 - F- jrW0 r : CC STAR-18908 AS INDICATED w 10/1623 CONFIGURATION B EXPOSED TO FIRE FROM EITHER SIDE 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. PW1 0 0 0 �C 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 consuft the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and aftemate methods of construction. • Only products which bear UUs 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 items 4, 4A) Nonbearing Wall Rating 2 Hr (Protected Wall, See item 4B) Finish Rating - 120 Min. Indicates such products shall bear the UL or i,UL Certification Mark or junsdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A SECTION B-B CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 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 Studs - Steel members formed from No. 25 MSG galv steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2 in. and flange width 1-3/e in. 3. Gypsum Board' - Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H" - shaped studs. CGC INC - Type SLY UNITED STATES GYPSUM CO - Type SLX USG BORAL DRYWALL SFZ ULC -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. 314 in. separation between wood framing and fire separation wall. 4A. Steel Studs -(As an alternate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-1/2 inwide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG 00.033 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 and/or producer, and shall meet the requirements of all applicable local code agencies. The in- stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 1/2 in. long type S-12 steel screws on both sides of studs or by welded or hotted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacentassemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud framing at mid -height where necessary for clip attachment Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 48. Steel Studs - (As as alternate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbeamlg Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3 1/2 in. wide, min 1-114 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 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 Naming at mkl-h ght where necessary for clip attachment. Min 314 in. separation between steel framing and area separation well. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 1/2 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 8 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type S Screws 3/8 in. long to "H" studs and with Type W screws 1-1A 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 If OC vertically between wood framing and ..H.. studs. 6B. Clip placement (Item 6) for separation walls up to 44 It high. Space clips as described in item 6A for upper 24 R Remaining wall area below requires clips spaced a max 5 R OC vertically between wood naming and'W'studs. 6C. Clip placement (Item 6) for separation walls up to 66 It high. Space clips as described in item 6A for upper 24 it Space clips as described in item 6B for next 20 R below the upper 24 ft. Remaining wall area below requires dips space a max of 40 in. OC vertically between wood framing and'H'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 101 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. Non.bearing wall partition stud depth shall be at a minimum equal depth of the well. 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 banner. KNAUF INSULATION LLC - Type ECOSEAL Plus Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL W CUL Certification (such as Canada), respectively. CONFIGURATION 8 me,yR..urc<a, comR.mn name m Aroarn 1n qi. er,w.e arcs Ica In exs,swe Sul preacn w laema.a i,xe se.n nla•acaraa,maer us EXPOSED TO FIRE FROM EITHER SIDE I Ik-1 m.zorY s1o» proara eearins m• w m.rx .nwm x comamea m x eeran.a,rr cowea ma.r uL•e Foiiaw+lp service. ANmn lore roan. UL Rrmpa are repoGctlon W U1e maunr conr,lrca In me OMIrc fMMutlm gracrory aWNa m the Mlowhp ceridtlwu: 1. Tiw Grid irumaswi, Aavemrbs, CmNnceoru, o,rp,a,,y,wm,, a�rlar fertlflc,tlma (plea) rnrei M pe,mee4 M cash erlrery me In a nw.mrearne nwwr, vAn1•r,rry manlprrbn rm. rant for O,wlnaeF 3. tiro agiemmt'aePnniea from me Onllrc Gemec,tlan, grermY n1m perMuronham UL' raw appur,ryacamroer <m,rw mrerul. nn aaasan, me rcplmea nuwnr mur Ir,chua a copYngm nric. m me rrioarnsronn.l: romla LL ue COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTACONSULTING & 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 ITERS LABOR SF�111 THE STRUCTUFmC i e N OF THI HANG PIJILY. O G•*�0060 Q'" s t ;) s r ��.q• "e ! ti J�4 e! J m n Ix f �O u � � o � � � Q Z� p J �i Q > Zo g� Q C _J F- M Cl)z O V3. <3 ? m w W O� 2 M. N _ C. O _a Z N 7 oC � W D u SX J - W Q Z May} X F F - W W ZO ev FISTRUGIURALENG: TH � act criEcx: cc O w J06 N•. STAR-1.' 2 SGIE: AS INDICATED wDATE: talaxl I9TYPa �L Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be censuaed 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 consuft 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 - ansgul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - can/ulc-s101 certified for Canada design criteria and allowable variances Design No. U347 March 05, 2018 Nonbearng Wall Rating -2 Hr (SEE ITEMS 5, 5A AND 5B) (SEPARATION WALL, SEE ITEMS 1,2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 5 and SA) Nonbearing Wall Rating 2 Hr (Protected Wall, See items 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 orcUL Certification (such as Canada), respectively. A to Y PRon:clEowuu 9 l A J 6 6 sspArunoN vuLL, ITEMS CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -bearing, max height - 66 It -see Rem 6) 1. Steel Track - Floor, sidewall or top wall track. Nom 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 - "IT" shaped studs formed from No. 25 MSG gaN steel having an overall depth of approximately 2 in, and flange width 1-3/8 in. 3. Gypsum Board• -Ttwo layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction ft into "h" shaped studs. NATIONAL GYPSUM CO - Types FSW, FSW-B, FSW-7, FSW-9 PROTECTED WALL: (Bearing or Nonbearng Wall, as indicated in items 4, 4A and 4B. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Air Space - Minimum 3/4-in. airspace. 5. Wood Studs -For Bearing or Nonbearng Wall Rating - Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid -height where necessary for clip attachment. Min 3M in. separation between wood framing and fire separation wall. Finish rating evaluated for wood studs only. 5A. Steel Shuts - (As an attemate to Rem 5, not shown) - For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in, thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable foal code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long Type S-12 steel screws on both sides of studs or by welded or boiled connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 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 stuctural 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 mkibeight where rnecessary for dip attachment. Min 314 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs, 5B. Steel Studs - (As an alternate to items 5 and 5A, for use in configuration B only, not shown) - For Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-12 in. wide, min IAA in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be cut 318 to 314 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, kxg legs, attached to flow and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at midheght where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 6. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 it wide, applied horizontally w 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 (Rem 5A or 5B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. Horizontal joints shall be butted tight to form a closed joint. As an option, joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. 6A. Plywood Sheathing or OSB - (not shown) - As an alternate to Item 6, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted fight toform 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 dips shall be spaced as described in Rem 7. 6B. Batts and Blankets • - (not shown) - As an alternate to Items 6 and 6A, glass fiber or mineral wool insulation, min. 3-1/2 in. thick, placed to completely fill the wood or steel stud cavities. When Batts and Blankets are used in place of Rem 6 and 6A the max height is 54 it and the aluminum clips (Rem 7) shall be spaced a max of 5 it OC vertically. Min 314 in. separation between insulation and area separation wall. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Bankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. 6C. Wall and Partition Facings and Accessories - - (not shown) - as an attemate to items 6, 6A and 63, 4 it wide parnem, applied vertically. Panels attached to wood studs (Item 4) with 1-5/8 in. long steel drywall screws spaced 16 in. OC_ Vertical joints located over studs. Joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. NATIONAL GYPSUM CO -Type SoundBreak Gypsum Board. PASCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -Types QuietRock QR-500, QuietRockQRr-510, QuietRock QR-525 BD. Gypsum Board• - As an alternate to Item 6 - Min 5/8 in. thick min. 6 in, wide batten strips, applied on both sides of Steel Studs (ftem 2) and horizontal back to back Steel Track (Rem 1). Min. 518 in. thick, min. 3 in. wide batten strips applied on both skies of single Steel Track (Item 1) at perimeter of assembly. Batten strips secured to studs with 1-114 in, long Type S steel screws spaced 12 in. OC. Batten joints shall be butted tight to form a closed joint. As an option, entire sheet of gypsum board may be used in lieu of the battens. Clip placement as in Rem 7, 7A, 78. 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 318 in. long to "H" studs and with 1-1/4 in. long screws to wood framing or steel framing through holes provided in clip. 7A. Clip placement for separation walls up to 23 If high: Space dips a max of 10 it OC vertically between wood or steel framing and "H" studs. 7B. Clip placement for separation walls up to 54 ft high: Space 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 or steel framing and'H" studs. 7C. Clip placement for separation walls up to 66 it high: Space dips as described in Rem 6A for upper 24 It. space dips as described in Rem 68 for middle 30 ft. Remaining well 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 k is constructed as described by items 1 through 6, except A Rem 5, above - Wood Studs -Shall be spaced 16 in. co. B. Item 6, above -Gypsum Board -Min. might 1.5 Pat Shall be applied vertically and attached to studs with 1-1/4 in. long steel drywall screws spaced 16 in. OC. Joints and screwheads shall be covered with paper tape and joint compound. C. Item 7, above -Aluminum Clips - spaced a max of 10 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 belts, min. 0.80 pit. 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 is23 ft F. The STC rating applies to Configuration B only. G. Steel Studs (items 5A, 5B), Plywood Sheathing or OSB (Item SA and Item 9) and Batts and Blankets (Items 68) not evaluated as altematives for obtaining STC rating. 8A. STC Rating - TheSTC Rating of the wall assembly is 69 when it is constructed as described by items 1 through 6, exceptA Item 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Item 6C, above -Wall and Partition Facings and Accessories* -Type QuietRock QR-510 panels shall be installed. C. Item 7, above -Aluminum Clips -Spaced a max of 10 ft OC vertically. D. Batts and Blankets* -Tthe cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation baits, min. 1.0 pct. 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 wity. G. Steel Studs (Items 5A, 5B), Plywood Sheathing or OSB (Item 6A and Item 10) and Batts and Blankets (Rem 6B) not evaluated as alternatives for obtaining STC rating. 8B. STC Rating - The STC rating of the wall assembly is 70 when ft is constructed as described by items 1 through 7, except A Item 5, above -Wood Studs -Shall be spaced 16 in. OC. B. Item 6C, above -Wall and Partition Facings and Accessories* -Type QuietRock OR525 panels shall be installed as described in item 5C. C. ftem 7, above -Aluminum Clips -spaced a max of 10 R OC vertically. D. Batts and Blankets* -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation baits, min. 1.0 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Balls and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Walls 23 ft F. The STC rating applies to Configuration B only. G. Steel Studs Items 5A 5B Plywood Sheathing or OSB Item 6A and Item 10 and Batts and Blankets items 68 not ( 6 y� 9 ( 1 ( 1 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 wall partition intersection per stud cavity. 10. Plywood Sheathing w OSB - (Optional) - Min 12 in. thick plywood or OSB applied horizontally or vertically to "H" studs on area separation wall side of Configuration A or Configuration C. Vertical joints 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 or cUL Certification (such as Canada), respectively. lit appuarce a, campam/. rums a proWof 1. .1. -- dews M In -..... sun preMrG ao berwl.a ruse Seen m,a4r.9nM utla UL's Fdlaellp SafWca. Or'Y tlw.e proprcl,..,Ins tlu UL m.rk -k! De <akbere4 ro a CmtlOM,rtl covxed urltler UL'e -1-1ip SerWce. Ahmya look far tlu MxR m ak prab�L uA. pamMls sit npraaootlon ar Ou m.een,lamkkuabme omlr. e.mmr rim otrecsryawkams. rdlawlr,s aaratla�a:I. me a,Aa. kram,uon, Assamgk0. CmstnlaOau, D,alpn; ,Y.km,, uWa eeMnutlm, Rxeal mart Ee PuarrEeE In tlulr emMery aM In „wrnYale,drp m,nnx, eimmrt arty maMpWsfkm M71„ Gait Ica @awbW 12. tl,e aMhmenl "Reprlmetl Iron Me Onllru eernnutlana gnRaY e/1h pmNubnfran UL' mvN appear aq,centrotlk eatra[rM m6erkl.In Maltlm, Ule npNka Ir,skral must MW W. a CopynlpM rrotlm In tits folloMna farts: Y Z018 LL LLC Z DETAIL SHOWN ON THIS SHEET IS PUBL�F�@'(IL�f�V)/RITERS L D FOR T TRUC�•UggRN�W O ON OF DRA L 3 • ' C o� J 1 \ fl� J m W CO U) Q J >J Cl) D Z W Z N 0 � m 0J = Q Z �ya3 � F � K W Z F CL} fA Ot F S smUcT: DP C-1 OC w JDB w. STAR-18009 t s- AS INDICATED w MTE: 10`1623 COPYRIGHT MCD 2015, The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, Written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. V344 02022 UL LLC BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should he 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 consuted before construction. Fire resistance assemblies and products are developed by the design submtter and have been investigated b UL for compliance with applicable requirements. The dished information cannot Y W nuance eq W always address every conshuctian 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 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 - ansyul 263 certified for united slates design criteria and allowable variances See 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, See terns 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 item 5, 5A 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 Side B 1-11Z' Type G Drywall Laminating Screws r uwnner its• to ta' 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 galy steel having "H" shaped flanged spaced 48" O.C.; overall depth 2 in, and flange width 1J/8 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 "H" - shaped studs. AMERICAN GYPSUM CO —Type EKCEL PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4 and 5. When Bearing, Load Restricted for Canadian Applications — See Guide BXUV7.) 4, Wood Studs — Bearing or Nonbearing Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. face parrallel or perpendicular to gypsum board (Item No. 3). Studs cross -braced where necessary for dip attachment Min 3/4 in. separation between wood framing and area separation firewait. 4A. Steel Studs — (As an alternate to Rem 4, not shown) — For Bearing Wall - Corrosion protected steel studs, min No. 20 MSG (0,0329 in., min bare metal thickness) steel or min 3- 12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall oe designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the area stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing ofwall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in, thick) gaN steel or No. 20 MSG (0.033 in. thick) Primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross -braced with stud. Min 314 in. separation between steel framing and area separation wall. 46, Steel Studs — (As an alternate to items 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 114 in. return, spaced a max of 24 in. OC. Studs to be out 3/8 in. 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 314 in. separation between steel framing and area separation wall. 4C. Framing Members' — Steel Studs — (As an atemate to Item 4, 4A, and 4B) - For Nonbearing Wall. Proprietary channel shaped studs, 3-5/8 in, wide spaced a max of 24 in. OC. Studs supplied with proprietary top and bottom tracks, min width to accommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be cut 3/4 in. less than the assembly height and installed with a 12 in. gap between the and of the stud and track at the bottom of the wall. Studs cross raced 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 Tu CLARKDIETRICH BUILDING SYSTEMS — CD P.TRAK CRACO MFG INC — Smart,,25 T. IMPERIAL MANUFACTURING GROUP — Vipe25 TN MARIONANARE, DIV OF WARE INDUSTRIES INC — Viper, TM STUDCO DUILDING SYSTEMS —CROCSTUD S. Gypsum Board —Classified or Unclassified —Min 12 in. thick, 4 It wide, applied either horizontally orvertically. Gypsum board attached to wood studs with 1-1/4 in. long steel drywall nails spaced Bin. OC or 1 in." 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 weigh is less than 1.3lbs/fl2, Finish Rating is 120 min. When minimum board weight is 1.31bs/fl2 or greater, Finish Rating is 150 min. 5A. Plywood Sheathing or OSB — (Not Shown) — As an atemate to Item 5, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. horizontal joints shall be butted tight to torn a dosed join fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be heated. Finish Rating is 120 min. When used in addition to hem 5 Finish Rating is 150 minutes. 5B. Batts and Blankets' —As an alternate to Items 5. Glass fiber or mineral wool insulation, min. 3-12 in. thick, placed to completely fill the mod or steel stud cavities. 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. Min 3/4 in. separation between insulation and area separation wall. Finish Rating is 120 min. When wed in addition to item 5 Finish Rating is 150 minutes. SC. 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 Burning 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 insulation and area separation wall. 5D. Fiber, Sprayed' — (Optional) — To be used in addition to Items 5, 5A ro 5B. The spray applied cellulose fiber's 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 2.71b/ft 3. Atemate Application Method: the fiber is applied without water or adhesive at a nominal dry density of 3.5 IbM3, 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 INS75OLD for use with wet or dry application. iNS515LD, INS541 LD, INS51 OLD, INS765LD AND INS773LD are to be used for dry application only. 6. Aluminum Clips —Aluminum angle, min. 0.063 in. thick, min 2 in. wide with min 2 in. and 2-1/4 in. legs or min. 0.050 in. thick, min. 2 in. wide with min 2 in. and 2-1/2 in. legs. Clips secured with min. No. 8, 3/4 in. lag panhead sharp scrums to'H'stucis and wood framing through holes provided in dip. 23 ft. Height Clip placement (item 6) for separation frewalls up to 23 ft. high. Start at roof line and space dips a max of 10 ft Limitation OC vertically between wood or steel framing and'H' studs. 44 ft. Height Clip placement (hem 6) for separation firewalls up to 44 ft. high. For me upper 24 IL 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. Heigh . Clip placement (Item 6) for separation firewalls up to 66 ft. high : For the upper 24 R of the wall system, space the Limitation clips 10 ft. OC. On the next 20 ft. below space the dips 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 both 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 Channels 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 Hatuds. Refer to Illustration. 8. Non -Bearing Wall Partition Intersection — (Optional) — For wood framing — Two nominal 2 by 4 in. stud or nominal by 6 in. stud nailed together with two 31n. 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 10d nails spaced a max. 16 in. OC. vertically, maximum on non -bearing wall partition intersection per stud cavity. Nonbearing wall partition stud depth shall be at a minimum equal to the depth of the wall. 9. CuRung and Sealants' — (Optional - Intended for use as an air barrier - Not evaluated as fire bloddrg) - A bead of sealant applied around the partition perimeter in the 314 in. air space between mod framing (item 4) and gypsum board panels (item 3) to create an air barrier. DUPONT DE NEMOURS, INC. — Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro Window & Door ICP ADHESIVES & SEALANTS INC — Handi-Foam Fireblock, Handi-Foam Fireblock West, and Fast Foam Fireblock ' Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2022-02-04 TW appearance CI a c«nparry's name «pronucl In mb Cabnese Coee In Wet.— Out IxoGMa w ICeAttbC Ww Wan manurachxeC unaer UL'a ralowlp Serwp.OMy algae «ea.eka WxA1e IM UL mxk ekeuM W c«nlCerM ro W WnnaC and.camas ur,Cer UL'a FonoeAlp service. JW-1mk brnu k/uk an Me UL pemnts me rahvaCuceon o11W mabCal canbineC In tiro Online CeNflcanan arec., awl.a b tlu follawlrq condxbm: 1. Te taAae lr1«mWm, Asaemniks, eansencllorhs, Daaltlni sYa4ems. mO« Lertllkatlab mleal moC W «eaem.e b n.Ir emretv.re ti a ,wnmlakadrp nramar,,umo,x.,r mwpu.nan arse Cab t« Crawlr,W alrtemenl'Aepnreed from eu p Certleutlma grc,nary WN permlasbn h«n UL-moot appar ar4acMb tie axtrachC makWl InaCCAIory 1W Wl— reprlrCeC maNrbl mart lrckge a cppwlsm mace b me rdblryr«mau ro zoa uL «c• DETAIL SH %, PUBLIS UL(UNDE ITERS LAB RI SIGNEID 3 F STRUCTURAL D S t f,� I' �! Ld 1 U • o Y /••) U � �� t r� � ••lee®•• { � J On ri � IM Q F G � Z Q J J 0 �• Q ZI QS V�cil Cl) W ca i 0O sa aTRUCNRAI ENOT-1 N DF—TNO: O S sTRUCT: DP OC CHECK cc 0 w ATB No. STAR-18909 t sG1kE: AS INDICATED w DATE: 1W1 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 ofthese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CODES SDNC1590Q IAPMO11G4 8+,= SINGLE SDWC ROOF TO WALL OR BEAM INSTALLTION SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION N.T.S. DOUBLE SDWC INSTALL CONFIGURATION A DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. SDWC15600 at rple/double boltem plate over woad floor Boftom plate (Wdeface& W) sabn.or RIM joist/Bloddng SDWC15600 at double top plate (Wide lace of surd) SUMCSRbT104M.PLATECON ECTIGNOuER WOODFLOOR MKSMI'TOSOTT.l1ATE0ONIECl10 0MW=FL00R NOT USED N.T.S. Rafter b Top Pleb shown Tense to Top Plate arnilar Optimal 22Y' 1W 0' 30' Yi'Mar SOWCISS00 Nob tShpsdfoaftrrlem.ywat,pedtobbbltaM,pe12:12prdt.,d na,alOa TYdalldah•dIL 2. Re/elbmdeYftir Wmhehrdwa SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE 1 a 1 SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE N.T S. Tmss or otter m m 315• (2) SDVVC15WO yt a Tharp Both screws installed 2 S. DOUBLE SDWC INSTALL CONFIGURATION B DOUBLE SDWC INSTALL: CONFIGURATION B N T.S. SDWC EDGE DISTANCE AND SPACING INFORMATION N.T.S. Nr4c FYiaarrced" 201orheld6b ar ilb IYrt OPT. SDWC INSTALLATION- TRUSS/RAFTER OFFSET FROM STUD 1 OPT. SDWC INSTALLATION-TRLISSIRAFTER OFFSET FROM SM) N.T.S. TRUSS OR RAFTER MIN. 3 -12' (2) SDWC 15600 OVERHANG 12•-1' OPT. SDWC INSTALLATMTRUSSIRAFTER OFFSET FROM STUD N.T.S. 1wbelo—fSld) ShyeSDWCa a1b1eSONR. .onbLixrPW ae trdnnrrb . rtl.t SIDWO18150b87 SDWr.YS=W0 dIYmatedom (3) SOWC (Manse d2 SDWC per"blAid) GABLE RAFTER TO TOP PLATE SHOWN END (TRUSS TO TOP PLATE SIMILAR) TRUSS SCREW TO BE INSTALLED INTO THE CENTER OF THE GABLE END BOTTOM CHORD 3�M 12'MIN DO NOT INSTALL SOW IN HATCHED AREA I SDVVC15600 I I � 12'MIN �Ir�l 1 J/4' MAX OVERHANG NOTE: SLOPED -ROOF RAFTERS MAYBE SLOPED UP TO AND INCLUDING A 12:12 PITCH AND MUST BE'BIRDSMOUTW CUT. p� OPT. SDWC INSTALLATION RANGE 3'=1' T CONFIGURATION B (TRUSS OFFSET WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH SCREWS INSTALLED VERTICALLY t5'tNTO THE CENTER OF THE TRUSSATAFTER FROM THE UNDERSIDE OF TOP PLATE, 1? TO I" FROM OPPOSITE EDGESOFTHE TOP PLATE. I I I I 39' S 114" t 3/4' t 114' Oft.tyr ma M.rtl by pbfe Optimal 22Y' wiloafuri l ads 30• 10• I Splo—aIrb h.Wer ' 3'tYi orbe— PW )V mhos saps dblarbabrful 1Ys h AJO Npb Mhltam EtlpeDYbasatbSpllsOMlfigiMnetb RerW 13 SDWC SCREW TO STUD - NARROW FACE 3'=1'-O' Rafter or Truce Oat —for fW ith hies (wor Splioe may be in upper or lower plats wide ut a plate splice) Offset Y' from top plate splice forful wales SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE N.T.S. oPnm.I zzX' 1-1-1. 90NCINBO beldbDadbTopPlba (YMeFod9b4 LULL 711a N •'/Mettle i_ RSe'u..tN Le SDWC STUD-TO-TOP/BOTTOM PLATES CONNECTION N.T.S. METAL INSTALLATION GUIDE TOOL Lj Ste7-AptFa. YMaYon pWC.lpd(Mldid)1aF/rYuaaoffer,and drive Fe Sp dhe BtlapUM1SDWC bargW U.Ilaeda. Ste2-While awAaft b AM the SDWC, -& »bftW hadlift to Il dlemel0, erleue apNrti habLWon wQ%d22Jr. The haeNdm ample-W I. 10•.10•(eadetail 14 Onoslb haYleempb,Ile ae addadaa mMd Yed"M gtdd. boll m.y he tam -mad Sbo9-dre Be DSDWC LI N IhlM a head dYbar-III ift—ft..1M Inb Ste db4blop pole. Via* Mdtlts ar6e d-d,debf.M—h hbehd livid . wood tttenlher. SD= INSTALLATION INSTRUCTIONS (ROOF TO WALL) SDWC I5TALLATION INSTRUCTIONS (ROOF' w �`tlliiiil) O N�` �� 4Ns4�N4 ¢ `"a- pv U F Y J AAA z 0 _ p N 0 d to ,. L) K N.T.S. W Pressure treated Bill Opt—] 22Y° SDVVM545DAM P1bCaardal RiH[BdtECnl (MdaFodSbd) NOW MpbbgWWtoburdimrloidm brdMV. SDWC ST1UD-T0,SILL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION 1. SIROIa-0RIVE STRUCTURAL WOOD SCREWS FOR TRUSSIRARER STUD -TO -PLATE, AND FLOOR -TO FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY •SMPSON STRONG -TIE COMPANY, NC.• HOME OFFICE: SON W. LAS POSITAS BLVD, PLEASANTON. CA 615118 TEL' (800) WBSOW, FAX (925) SIG-ISU SI PSON STRONG-TE COMPANY, INC.* IS AN 190 90M REGISTERED COMPANY. 2. USEOFTHIS PRODUCT 6 SUBJECTTOTtEAPPROVAL OF THE LOCAL SULDNG DLPARTMEM. L THEM PRODUCTS ARE PART OF THE OVERALL MILD UPLIFT FORCE RESISTING SYSTEM! OF THE SfRUCTUIRE DESIGN OF THE BUILDINGS MAIN WAN) FORCE RESIISI SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER UPLFT FORCES FROM THE STRUCTURE TO THE GROUND. IS THE IE8SPONSBL.RV OF THESPECIRER 4. EIONEEROFRECORDB PERNIT EDTOMODFYOEFAIB FORSPECFICCONDRIONS 5. THE CONTRACTOR SWILLVERFYALL DIMENSIONS. CONDITIONS, ETC. PRIORTO INSTALLATION OFANY STRONG -DRIVE SCREWS FOR THE NAND UPLIFT REsiI SYSTEM. F ANY DISCREPANCIES ARE FOUND. THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CON STRUCTICOL ONLY COMMON HEEL TRUSSES W/ A MN. 3-1/! OVERHANG CAN USE THESE SCREWS. RAISEDHEEli fALBEARING,ETC. MUSTUSEOOMNaN, METALTRUSSCONIECTOR4 PEROONNECTERSCHEDULE. 5. INSTALLATION STALLATION OF PRODUCT sHwBE DONE INTIESCONFORMANCE TO TE DRAwNGS. THE Pewon ANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE FRAMINGSIB,ERALCONTRACTOR. CONTACT FOR F INSTALLATION INSTRUCTIONS ARE NDT FOLLOWED. 7. SIAPSON STRONG -TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. L ALL HARDWARE CALLED OUT IS SILPSON STRONG-TIE. 9. DOUBLE TOP PLATES SHWA BE FASTENED PER DETAIL WFOZISD2 10 CONTRACTOR MAY USE SMPSON SDWCISMW SCREWS ONLY FOLUDINNG CONFIGURATION (A) OR (6) TM SHI}T N LIEU OF SI.PSON HIOA OR SI PSON H12.5 FOR COMMON OR JACK TRUSSES WHERE UPLIFT DOES NOT EXCEED (1195 be) FOR DFSP OR (1045 be) FOR SPFAF. N.T.S. U) J F- W 7 0 m Z N H LL I OQy =Wz I.- ��O a W 0 F 0-} y OH F- oISTRUCTURALEND: TH ill p�p L3 NT f 8 OwF F Z � F 0 zj_ 8d a$ `L<`LLL Go &_ z 9a STRUCK: DP a-ECK: CC w x,e No. STAR-18GIB t SCALE: ASINDICATED w DATE: lwl8 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 NOTFS S a S a S a SDWC/F STRUCTURAL ASSEMBLY AN IP r N.T.S. 2tPt1 LL 1.a 1.b 1.c 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. SDWF-TIAN INSTALLATION AND PRODUCT INFORMATION N.T.S. 1. STRONG -DRIVE STRUCTURAL WOOD SCREWS FOR TRUSS/RAFTER, STUD -TO -PLATE, AND FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY'SIMPSON STRONG -TIE COMPANY, INC." HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL (800) 8995099, FAX (925) 847-1597. 51MPSON STRONG -TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. ,.nrw CODES: SDWRKr—ES ESR3046 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE on* SDWF � rd tr m TUW: ICC-ES ESR 2320 STRUCTURE. DESIGN OF THE BUILDINGS MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD kwww „yd -Ww PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. L dgNT 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY STRONG -DRIVE SCREWS 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. 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER 7. SIMPSON STRONG:nE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, �« AND MODELS WITHOUT NOTICE OR LIABILITYSUCH CHANGES. 8. ALL CALLED OUT ISPSNSTON SDWF model rKrrnberper de�i8 r 4 W_ LoweraatbPPlal Wr-daxn End VdAnoll Note: Studs, floor)oist, blodang and stud-Oo-plate oonnec b" not shown for dardy. TYPICAL SDWF-TUW INSTALLATION N.T.S. Note: %xil-ID"plate connections am required to carnplete to load pall, and are riot shown for clarity. 1' Mmenm Studs, Post and blocking IV I I I per Designer W Double SDWF shown (Sigie SDWF-TIJW sinllar) SDWFT(1W00WWTRATED LOAD RESTRAINT AT CONtlNtbllS WALL N.T.S. 2. Slide the TUW (provided) over the SDWF screw head and center using locator tab as a reference. Orient locator tab so that it points Inward 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 SO screws (provided). OFFSErFROM VERTK'N.2WX 1 � 11 SINGLE BOTTOM PLATE SHOWN 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 SDWF2720-TUW 12-1/2 14-1/2 10-7/8 13 SDWF2724-TUW 16-1/2 18-1/2 14-7/8 17 SDWF2726-TUW 18-1/2 20-1/2 16-7/8 19 1. Joist depth listed based on the % w blloor and 8" of thread penetration kAD double top plates. 2. See L-F-SDWFALTFfr Miller for 11 Ya ,11 T, and 16"joist depth& SDWF ANGLE LMIT INSTALLATK)N & ALLOWABLE JST. DEPTH N.T.S. Noce- ShA-to-plate connections; are rlegtiet cornpleis the bad path e are not shown for darfly. Double SDWF shoe (Single SDWF-TM 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 overdrivel N.T.S. SDWF DEPTH GUIDE —� O v OUTSIDE 5. Check to ensure the proper engagement of the TUW tabs to the SDWF screw shank using the screw depth guide (provided). The measured gap shall be no greater than %2" and no less to s/�'. �r WeSDWF-TUW U.S. PATENT 8,276,323 The Strong -Drive SDWF is sold as a kit that includes: (25) SDWF wood screws (25) TUW take-up washers (100) #9 x ZV2' Strong -Drive SO structural -connector screws 5/5" hex driver bit X" hex driver bit Screw depth guide to ensure proper SDWF engagement with TUW o zw i a`� ® �..••• iG z O J J Y C rc 4l w Ks m ® ® • z w moo �` 0�0 � 1 1 111 g o O � U 2 �aW a i ^ O � w �g n �f O O �! U o 0 0 s . a U) J 10 ab N v Q f;7 Z� F W o of too Q - 81 o � o W 7 Z3z§ o�� z�.0 oN� E 26 mow= w� o i o- o Fm w Q i N y zz v wz p w + O M `0 (7 00 � n w H C 0 o N 7 0 m J �oO Qrn x� 2hyZ - zw xa}0 W W Q a 0.0 ooa z Q J N Fa> to a~ i a. 0 o -—END: TN DRAFTING: STRUDT: DP N Ez U K DC CNECK CC JOB No. STAR-18109 po w a i SGLLE: AS INDICATED DATE: IaIErzG w O U �o SDWF � 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. WALL SHEATHING PER WF10/SD4 2x WALL FRAMING PER PLAN OR SOLID (2) R0.148"z 3' OWS COLUMN AT PANEL L PANEL SPLICE W! NAILS O.C. SPLICE LOCATIONS MAX Ire"GAP PANEL TTO PANEL O BETWEEN PANELS (1) ROWS 0.148'x 3' — COLUMN PLIES NAILED NAILS 0 3' O.C. EACH PER WFOB/SD2 FACE OF CORNER AS (2) ROWS 0.Ms' DRAWN. ALTERNATE NAILS ® 3- O.C. EACH ROWS AS REQUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRAWN. ALTERNATE ROWS AS REDUIRED NOT TO CROSS NAIL NAILING PER WALL SHEATHING WF10/SD4 AND NAILING PER PLAN JVPO VERTICAL PANEL SPLICE DETAIL ALONG WAL N.T.S. O �y (�Uy ®6 WALL SHEATHING PER WF70/SD4 (2) ROWS 0.148'x 3' TOP PLATE NAILING @ C TOP E SPLICE C PANEL SPLICE Wr NAILS 0 3" O.C. SPLICE LOCATIONS MAX 1/8" GAP PANEL TO PANEL PER WF07/SD2 1'-0" MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL BP LICE S?8'.3- NAJLS EITHER DE O WALL SHEATHING WALL SHEATHING PER SHALL RUN CONT. WF10/SD4 WALL SHEATHING WALL SHEATHING PER FROM EACH WALL SHALL RUN CONT. WF10/SD4 FROM EACH WALL FACE TO CORN ER. (1) ROWS 0.148"x 3' MAX. 1/8" GAP NAILS @ 3" O.C. EACH FACE TO CORNER. (2) ROWS 0.148'x 3' BETWEEN SHEATHING FACE OF CORNER AS MAX. 1/8" GAP NAILS ® 3" O.C. EACH DRAWN. ALTERNATE BETWEEN SHEATHING FACED CORNER AS ROWS AS REQUIRED DRAWM. ALTERNATE NOT TO CROSS HAIL ROWS AS REQUIRED NOT TO CROSS NAIL NOT USED VERTICAL PANEL SPLICE DETAIL 164 VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. h INSTALL FIELD s nPER INSTALLED TOI WF07/SD2 IN STALL FIELD, y ISTALLED TOP PLATE (2) 0.148' x 3' Q 3' O.C. PERWF071SD2 b� 46"PASTSPUCE 6" EACH WAY A A PINSTALL WALL SHEATHING 1 SHALL RUN CONT.FROM EACH WALL FACE TO CORNER. B MAX. 118' GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WF07/ PO TOP PLATE DETAIL AT CORNER N.T.S. (2) 0. 148' x 7 NAILS (2)0.148'x3"NAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD 0 CORNER STUD 0 CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING NOT SHOWN SECTION A -A INSTALL FIELD INSTALLED TOP PLATE PER WF071SD2 I I I I NOTE: SHEATHING IL_ll_VI.'i'_�f NOTSHOWN SECTION B-B HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H26 (2)2<6 i2 SYP H4x6 3S"x5.5' AFP 1.8E SHORT SPAN HEADER H2z8 (2)218.2 SYP H48 3.5"x5.5" AFP 1.6E SHORT SPAN HEADER H2x10 (2)2 10 02 SYP H4x10 3.5"x9.5" AFP 1.6E SHORT SPAN HEADER H2c12 (2)202 02 SYP H4x10 3.5'x95' AFP 1.6E SHORT SPAN HEADER 1. WHERE SYP 92 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.6 SHORTSPAN HEADERS MAYBE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 1600000 psi, FB = 1500 psi, FV =175 psi, FC-PERP = 650 PB . 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. 2, WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WPOI THIS SHEET) 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. NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED WALL PANEL W/ (2) 0.148'x 3' NAILS Q 8' O.C. (FOLLOW NAIUNG REOUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) 2. TOP PLATE PER PLAN(TYP) ATTACH ALL STUDS TOP AND BOTTOM Wr (3) 0.148' x 3-1/4' NAILS (TOE OR END NAILED) 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. k y Z_ o LLs 0 Q aLL w� = 0 J J N W Q Z F 1 § �. s _w Q Q§ oF- J r- Q Z .0 Lu w w� `a h w u w ~ 0�+0 01t7 z 0 p n J El Lu m O IL Z IL - w Xy o ff FILLI F : rYJ}0} aLu ow wciF • y D_ [] s1RlX:TURM ENG: TH y DRAFn— z Sn1UCT: OP QC CHECK: CC w JOB W. STAR-181RT 2 6CALE. AS INDICATED iwaw VO1 0 0 F- WP1 STANDARD (3) 2X72 MIN. 1112, SYP k2 STRINGERS W STUDS RE."@ END SIMPSON A34 CLIP TO OF LANDING W MIN. (6) FLOOR SYSTEM 0.162' x 312" NAILS FROM (2)202 SYPk2 HEADER TO BUILT-UP STUD COLUMN l STANDARD (3)202 - SYP12 STRINGERS W SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING (2) 2x12 SYPk2 BEAM PER SCHEDULE REQO @ END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMNS __1 F_ In. "Lug MID SPAN BLOCKING TOE-NAJLS EACH END I P21vA&/� A+yZA/%/��///L7l BELOW OR ALTERNATE HANGER @ RIGHT OF THIS SEE TABLE FOR MAX. DETAIL WIDTH OF LANDING A -A PLAN VIEW @ 90 DEGREE TURN LANDING MIN.(3)2c SVPk2STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING .( END OF LANDING W/MIN. (6)0.167z312' 1 MI T SEE PLAN FOR DEPTH 4. NAILS FROM (4202 SYPk2 HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)2x12 SYPk2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18) 0.162 x 312' NAIL: TO LEDGER/SUPPORT AND (10)).148" z 3' NAILS TO (2) 12 SVPk2 HEADER MASONRY: HU210-2IHUC210.2 W (18) I14'k31/4- TAPCONS TO CMU AND (10) OA48' x 3' NAILS TO (2)2z12 SVPk2 HEADER STANDARD(3)2XI2 - SYP 12 STRINGERS W $IMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING LINE UP 2xJOIST IN 61MIN. LINE WITH MIDDLE 202 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2x8 SYPk2 JOISTS z @ LANDING @ le-O.C. W/ SIMPSON A35 0R g LUS26 HANGER ON EACH SIDE 4 O _ o _ 13 10 MIN. MIN..x SVPk2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) H1 0.162'x 312" NAILS @16- O.C. MAX. TO EACH STUD. (2) 1/4" z 31/4' TAPCONS @ Is - FOR MASONRY WALL) STAIR WINDER DETAIL WALL) ,,-- 3/4PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MIN. 2z8 SYPC LEDGER (P.T. I ATTACHING T( MASONRY WAI - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.148° x 3' TOE -NAILS EACH END SIMPSON A35 CONNECTIONS - SEE PLAN FOR MASONRY WALL OR WOOD WALL MASONRY WAL FRAME WALL BI MIN. 2z8 SYPk2 JOIST (P.T. IF ATT I T Y SCHEDULE REQ'D @END OF SCHEDULE EEOSTRINGERS0ENDF MIN. 2.8 SYPk2 JOISTS ACH NG O MASONR WALL) CONT LEDGER W LANDING OR @ LANDING @ 16.O.C. (3) 0.162" x 3-1/2' NAILS @ 16" O.C. CONNECT BEAM TO BEAR W/SIMPSON A35 OR MAX. TO EACH STUD. IQ) DIRECTLY ON BUILT UP LUS26 HANGER ON 1/49c31/4' TAPCONS @ 16' O.C. COLUMNS BELOW OR EACH SIDE ALTERNATE HANGER @ MAX. FOR MASONRY WALL) RIGHT OF THIS DETAIL \ A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR LW( WIDTH OF LANDING 314' O. S. B. WI 0.131'x2-12' NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BOTTOM CHORD TO LANDING FLOOR SYSTEM PER FRAMING PLAN TYP. SEE ARCHS. FOR MAX RISE OF STEPS AND MIN. TREAD DEPTH / PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ HOOF LANDING PER SCHEDULE OPTIONAL (2)2z12 SYPk2 ATTACHMENT TO CMUAEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HUC210-2 W (18) 0.162' x 31? NAILS TO LEDGERISUPPORT AND (10) 0.148" x 3" NAILS TO (2)2112 SYPk2 HEADER MASONRY: HU210-2muC210-2 W (18) 1 14'S131W TAPCONS TO CMU AND (10) 0.148' x 3" NAILS TO (2)202 SYPk2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SVPk2 CLEAT AND ATTACH TO JOISTS BELOW W (2) 0.148" z 3-1 /4" NAILS @ 16" O.C. (3) 0.162' x 312' TOE -NAILS PENDING LANDING HEIGHT AND PLAN LAY OUT. HEADER 7"" WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2x12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE @MIDSPAN A SUPPORT A INFORMATION. A34 @ EA STRINGER TO LANDING 2x JOIST (P.T. IF 2x ATTACHED TO STRINGER 111 (2) 2z12 SYPk2 BEAM ATTACHING TO MASONRY WALL) CONT LEDGER w/ I 1 I I PER SCHEDULE @ END (3) 0.162' x 3-10 NAILS @ OF LANDING FOR 16' O.C. MAX TO EACH 2x12 STRINGERS ONE � � � � STRINGERS TO STUD, ((2) 1/4-x3V4' ON EACHSIDEAND II1I CONNECT TO. BEAM TAPCONS @ Is- O.C. ONE @ MID-SPANI I I TO BEAR DIRECTLY ON MAX. FOR MASONRY I I I BUILT UP COLUMN WALL) I I I A%CONNECTION I I BELOW. WOOD OR MASONRY WALL SEE PLAN FOR 2.8 P.T. SPF k2 (MIN.) LET14N MORE INFO FASTEN TO SLAB USING MIN. 13) 2x4 SYP k2 MIN. (6)114'x3-1/4" EVENLY COLUMN 2x JOIST PER SPACED TAPCONS @ MIN. SCHEDULE END DISTANCE OF 1-1(l 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO -3w"w BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (k2 SYP) JOISTS (02 SYP) MAX -or- OF LANDING 17-0' OR LESS (2) 2112 2x8 9'4Y NOTE 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REOUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE M. 2. (2)2z12 SYP002 BEAM LS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAN. NML (2)PLY BEAM TOGETHER USING (3) 0.14' x 3IW NAILS AT W O.C. 3. CONTACT FOR FOR CONDMONS NOT COVERED THIS DETWL PRIOR TO CONSTRUCTION. 2x4 CONT. TOP PLATE 3�Y'%- ATTACH TOP PLAT E TO 2x4 k2 SPF STUDS @ h SEE ARCH PLAN I I STUDS WI (2) 0.16Y x 3-12' 3]' 2x4 CONT. TOP PLATE 24. O.C. MAX 4'-O' ABOVE FLOOR TOENAILS ATTACH TOP PLATE TO 2x4 k2 SPF STUDS @ 24" STUDS W/ (2) 0.162' z 312' x 1 O.C. WI(2)0.148'x31/4' TOE -JAILS VERTICAL @ 8'-0" NOTCH SILL PLATE I TOE -JAILS BOTTOM O.C. MIN. AND @ ANV o FOR VERTICAL 2x4 SILL PLATE w/(2) I NOTCH SILL AND 2x4 12 $PF STUDS @ 24" OPENING. WIN 0.148" x 3' NAILS 4' PLYWOOD FLOORING O.C. EVERY OTHER HANDRAIL KNEEWALL O.C. (NOTCHED @ 2.6 I TO ALLOW VERTICAL STUD TO BE ATTACHED 2x L-BRACE W 0.148' x VERTICAL LOCATIONS ) TO SLIDE DOWN TO NOTCH FLOOR TO -JOIST BELOW 31/4-NAILS @4'O.C. FACE OF(JOIST SHEATHINGTO (OTHERWISE ATTACH ACCOMMODATE2x W/ (2) 0.148'x 3-1/4" ATTACH 2z6 VERTICAL TOE -NAILS @ BOTTOM) 2x6 VERTICAL AND TO WOIST W/(3)Y.' x 3' L-BRACE @ 6'.V O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W (2) SECTION X-X @ ANY OPENING EQUALLY 0.162" x 312' TOE -NAILS 2.4 CONT. TOP PLATE I I SPACED/CENTERED IN EX CONT BRACE & OAW ATTACH TOP PLATE TO }!� -4111 W OIST TO OUTSIDE x 3' NAILS ®4' O.C. TO STUDS W/ (2) 0.162 x 9-17 FACE OF JOIST a FLOOR SHEATHING TOE -NAILS 214 02 SPF STUDS @ 24" DOUBLE I JOIST PARALLEL TO FLOOR ATTACH 2x4 TO IJ IST O.C. W/(2) 0.148' X 31/4- T. WI(2)Y"x3'SDS TOE-NAILS BOTTOM 3}" SCREWS EQUALLY SUCE CUT PLYWOOD 2x4 CONT, TOP PLATE SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN WOIST STUDS W/ (2) 0.162 x 3-12' MAX. 4'-0" ABOVE FLOOR TOE -JAILS 8' WIDE WE 2z4 k2 SPF SILL PLATE X I % STIFFENER @ 4W O.C. W/ (2) 0A48' x 3' NAILS 2x4 k2 SPF STUDS @ 24' PERPENOICIANi TO FLOOR (@ EA. BRACE) w/ (2) @4'O.C. O.C. W/(2) 0.148'x31/4' I 2z4 SILL PLATE W(2) ROWS OF0.148'x 3• TOE -NAILS BOTTOM I 0.148' x 3' NAILS @ 4' NAILS @ 3' O.C. NOTE: (2) SIMPSON LSTA24 I O.C. (NOTCHED @ 26 STIFFNER TO BE STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). FLUSH w/OUTSIDE OF STUD)EVERY 48'O.C. PLYWOOD FLOORING BOTTOM CHORD TO ALLOW VERTICAL FLOOR BEAM CONDITION TO SLID N TO FLOOR BEAM SEE WOIST PLAN 2.6 VERTICAL AND ATTACH 2z6 VERTICAL L-BRACE @ 6.4Y O.C. & TO WOIST W (3) Y' x 3" @ ANY OPENING ST02 SECTION @ HANDRAIL W/ SIDS EQUALLY WOOD SCREWS 2A• -JOIST SEE PLAN FLOOR BEAM CONN. SPACED/CENTERED IN WOIST TO OUTSIDE SCALE: SM'-1'4P FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8' BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS FLOOR RIMBOARD J 2X6 k2 SPF JOISTS @ 12- O.C. W/ (3) 0.187 x 317 END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION STO4 ELEVATOR TEMP. FLOOR FLOOR SYSTEM PARTY WALL OR - ELEVATOR WALL SEE PLAN SCALE 3W-1'4P 2X6 k2 SPF CONT. - LEDGER W/ (2) 1/4" X 312' SDS SCREWS @ 16 O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MIN. 7/16' SHEATHING W RSRS-01 (0.131N2J18') RING SHANK NAILS @ 6' O C. ON EDGE AND 12' O.C. IN FIELD ATTACH PLATFORM TO LEDGER W 1W X 31/2' SDS SCREWS @ 12 O.C. ON ANGLE TYP. CONTRACTOR TO CONSTRUCT PANELS TO SLIDE INTO THE ELEVATOR SHAFT THRU DOOR OPENING, i 3 2 W DTHS MAY VARY. PANELS 1 AND 2 TO BE INSTALLED AND SHIFTED OUT TO ALLOW FOR PANEL (WMICH IS LONGER) TO BE INSTALLED LAST PLATFORM LAYOUT AND WILL AID LOCKING EVERYTHING TOGETHER. MID SPAN BLOCKING W/(2) TOE -JAILS iIINTOJOISTS I 1 MIN 7/15 FLOOR - PLATFORM DETAIL SHEATHING MIN. 7H6" SHEATHING W RSRS-01 (0.131"x2J/8") PARTY WALL OR RING SHANK NAILS 6" ELEVATOR WALL SEE O.C. ON EDGE AND 12' PLAN O.C. IN FIELD 2X6 k2 SPF CONT. - LEDGER W (2)1/4"X 3-12' SDS SCREWS @ RIMBOARD 16' O.C. MAX INTO STUDS OR FLOOR 2X6 k2 SPF JOISTS @ 12' SYSTEM TYP. EACH O.C. WI (3) 0.16Y x 312' END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST05 ELEVATOR TEMP. FLOOR SCALE 3W - T-T ATTACH PLATFORM TO LEDGER W 1M' X 31? SDS SCREWS @ 12' O.C. ON ANGLE TYP. MID SPAN BLOCKING WI(2)O148'x31W TOENAILS 2X6 k2 SPF @ 12' D.C. x 2X6 12 SPF RIM BOARD W/(3) 0.162'x 312' NAILS INTO JOISTS 2X612 SPF MIN7116-FLOOR-PLATFORMDETAIL SHEATHING O a ���� i ;�e••• ey a D b �j _® g r aZ Y � � U® V+ R 0 0` �i�eee tZ9 B ga O ZI C 41 m tY O <Rz al 060 ! i 9 E Z N C�1D m0 = Q 2 'a3 � r Q w W Q ra- a w} to O/F OISTRUCTURALENG: TH I STRUCT OP QC CHECK: CC O lU JOB No. STAR-18403 Z SCALE: AS INDICATED wpATE: IWIS 3 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.