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HomeMy WebLinkAbout6144-6174 Calle Ochoa StMiTM kLqmber design values are in accordance with ANSI/TPI 1 section 6.3 hese truss designs rely on lumber values established by others. iel/- RE: TTH56-63 - MiTek, Inc. Site Information: 16023 Swingley Ridge Rd. Id Customer Info: Starlight Homes Project Name: Bldg 9 Lots 56-63 Model: Bldg 9 L P4?�3 1260 O 63017 Lot/Block: 56-63 Subdivision: Tyson Address: ., City: Zephyrhills State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.5 Wind Code: ASCE 7-16 Wind Speed: 150 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T31961906 C1A 10/27/23 15 T31961920 T06A 10/27/23 2 T31961907 MA 10/27/23 16 T31961921 T07 10/27/23 3 T31961908 CJ 1 10/27/23 17 T31961922 T07A 10/27/23 4 T31961909 CJ3 10/27/23 18 T31961923 T09 10/27/23 5 T31961910 EJ5 10/27/23 19 T31961924 T10 10/27/23 6 T31961911 HJ5 10/27/23 20 T31961925 T10A 10/27/23 7 T31961912 T01 10/27/23 21 T31961926 T11 10/27/23 8 T31961913 T02 10/27/23 22 T31961927 V01 10/27/23 9 T31961914 T03 10/27/23 23 T31961928 V02 10/27/23 10 T31961915 T04 10/27/23 24 T31961929 V03 10/27/23 11 T31961916 T04A 10/27/23 25 T31961930 VO4 10/27/23 12 T31961917 T05 10/27/23 26 T31961931 V05 10/27/23 13 T31961918 T05A 10/27/23 27 T31961932 V06 10/27/23 14 T31961919 T06 10/27/23 28 T31961933 V07 10/27/23 This item has been electronically signed and sealed by Velez, Joaquin, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2025. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 0 PQU I N • VF�''ii i S No 68182 �-33 ' STATE OF .' 4/ XN "'11111111101 J..qW. % c1 z PE So.68182 NUTA 1— DBA Nlffek LSA FL Col 6634 16023 Seingley Ridge Rd. Che,tc rkld. N10 63017 Dale: October 27,2023 Velez, Joaquin 1 of 2 le hr�a SI INDEX GENERAL NOTES: LOT 56 - PULSAR 'OR' DETAIL SHEETS 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR FLO.1.11 FL 1.12 SLAB PLAN'O FLOOR PLAN'O' D-1 DETAILS D-2 DETAILS JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO FL 1.12'1 FLOOR PLAN OPTIONS D-3 DETAILS THE BUILDER. FL 4.12 SECTIONS D-4 DETAILS 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHAIVA MPS. FL 5.12 FL 5.13.11 ELEVATIONS ri ROOFPUN'O' o-s DETAILS 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.12 UTIUTY PLANS'O 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 ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. LOT 57 PULSAR 'KR' 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. FL 0,1.7 SLAB PLANK' 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. FL 1.8 FLOOR PLAN •K 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 1.8.1 FLOOR PLAN OPTIONS WHERE APPLICABLE. FL 4.8 FL5.8 SECTIONS ELEVATIONSW 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. 13.7 ROOF PLANK WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. FL 6.8 UTILITY PLANS'M 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY LOT 58 - PULSAR 'M' AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND FL o.1.9 SLAB PLAN'M STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/21NCH 11 GAUGE NAILS HAVING A 7/16 INCH FL 1.10 FLOOR PLAN' HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME FL 1.10.1 FL 4.10 FLOOR PLAN OPTIONS SECTIONS APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION 2020 RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO.26 GALVANIZED SHEET () FL 5.10 ELEVATIONS •M 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. 13.9 ROOF PLAN'W 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 FL 6. 10 UTILITY PLANS'M THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER LOT 59 - PULSAR 'AR' 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 FL0.1 SLAB PLAN •A• SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. FL 1.1 FLOOR PLAN •A' 12. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N.E.C. 2017, F.B.C.R. - FL4.1.1 FL 6.1 FLOOR PLAN OPTIONS secnor4s 7TH EDITION ) (2020 ,AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. FL 5.1 ELEVATIONSA' 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 FL5.13 Roo, PLAN •A MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FL 6.1 UTILITY PLANS •A• 14. ASPHALT SHINGLES (IF APPLICABLE): LOT 60 - PULSAR W 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 FL0.1.7 SLAB PLANK 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 1.8 FLOOR PLAN•M WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE 11 OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FL 4.8.1 FL .8 FLOOR PUN OPTIONS SECTIONS FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE FL 5.8 ELEVATIONSIC IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FL .13.7 ROOF PLAN 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 PLANSW UTILITY PS'K N RELATED SUB SECTIONS. LOT 61 - PULSAR 'LR' 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 FL 0.1.8 SLAB PUN EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR FL 1.9 FL N FLOOR PUN L• FLOOR PLAN OPTIONS THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, 4.9.1 FL 4.9 SECTIONS TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR FL 5.9 ELEVATIONS 12 TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS FL .13.8 ROOF PU OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE 6 FL.9 unuTYPUNs •L• AN MANNER. LOT 62 - PULSAR 'B' 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 o.1.1 LR DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. FL 1.2 FL 1 PLAN FLOOR PLAN O.2.1 FLOOR PLAN OPTIONS 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 FL4.2 SECTIONS DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION FL 52 ELEVATIONS'B' OR A LENGTH -TO -WIDTH RATIO OF 2 112 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE FL 5.13.1 ROOF PUN'B• EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. Fls.z unuTr PUNS B 19. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR LOT 63 - PULSAR 'N' 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 SLAB RUN •N OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FL 1.11 FL 1.11.1 FLOOR PLAN'N' FLOOR PLAN OPTIONS FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. FL4.11 SECTIONS 20. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION FL 5.11 ELEVATIONS IN INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FL .1 FL .11 6 ROOF PUN UTILITY PLANSNS•N 21. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATT ACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 8-PLEX BUILDING - A MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL A 0.1 A 0.1.1 SLAB PERIMETER PLAN &PLEX SLAB PERIMETER PUN &PLEX WORKING SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. All FIRST FLOOR PUN&PLEX DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26 A 1.1.I FIRST FLOOR PUN&PLEX GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. A2.1 SECOND FLOOR PUN&PLEX FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO A 2.1.1 A5.1 SECOND FLOOR PUN&PLEX ELEVATIONSB-PLEX CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. A S1.1 ELEVATIONS&PLEX AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING A 5.1.2 ELEVATIONS&PLEX COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE A5.1.3 A 5.1.4 ELEVATIONS&PLEX ELEVATNS&PLEX IO APPLICABLE PROVISIONS OF SECTIONSM1411.3. A 5.1.5 ROOF PUN &PLEX A 5.1.6 ROOF PUN &PLEX �(7q �YSON 8-PLEX A LOTS 56-63 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME I AREA FIRST FLOOR 588 SF FIRST FLOOR 4858 SF SECOND FLOOR 798 SF SECOND FLOOR 6525 SF HEATED 1306 SF HEATED 11383SF GARAGE 226SF GARAGE 1771 SF PORCH 32SF PORCH 249 SF PATIO / COV. PORCH 1 80 SF PATIO I COV. PORCH 1 640 SF UNHEATED 338 SF UNHEATED 2660 SF ALL'WOK'K SHALL COMPLY 00T'H PR CODE ' C�GO"� ! lI..i fI?4G CI:;i�E.ORD �VAIi if�1 -r_. 'Ul3y=�i dSllS Cz J E �0 Q ISSUE DATE: 08.25.2023 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 LASI 7AVCIT[f I� -Wft Ir- 01 Z •0 ` Sr'1i t� .4 1 !u � /tl � W L /4 a~ o 60 0 SHEET NO: T-1 ©! o� ll— cD - N J i O Q ll— ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 56 12 2 s� �s These drawings are the property of Starlight ROOF TRUSSES PER STRUCTURAL ENGINEER Homes and are not to be utilized for construction, or copied in part or in whole without permission from 2ND FLOOR -EL HT. _ _ the builder. 0 2023 Starlight Homes ND FL_wDw. HT. _ _ _ _ — — _ _ — _ _ BED 2 OWNER'S BED 4 m LAST REVISION % T SA*D �1 2ND FLOOR Flt�J,-FLR. _ _ _ _ _ 1ST FLOORR PL. 1ST FL NAW HT. _ _ _ q < - ENTREl D Qo CP IL O _...............3 MAINTAIN MIN. FAMILY RM17R0'-713/3Z' � 6'-6HEIGHT ATRONTLOOR FIN. FLR i OF WATER CLOSET i�� r, 22-X34" LAYOUT 1R" = 1'-0BUILDING SECTION 'O' 1/4' = 1'-0" AT " AT 1 i" X 17" LAYOUT v- lip X to W a �co, ' O N z O W U) SHEET NO: FL 4.12 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8• SOLDIER COURSE E5 ROWLOCK COURSE E7 FVPON 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 E16 %SIDING) FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODIVINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED ALL WINDOWS WHOSE OPENING IS LESS THAN 24• ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 2ND FLOOR PL HT rh 2ND FL. WOW. HT. 12 5� N FLOOR FF D Fy,IA28 Q7JND 2FLOQB.E q1ST FFOOR P 1ST FL. NOW Q� M F19QRE LOT 56 r, FRONT ELEVATION 'O' va• = 1 -m Ar 2rx3a• Lavour 1i8• = r-o• ar 1 r x n• Lavour Q 2ND FLOOR PL. "r � 2ND FL. t9W HT. _ 2ND FLOOR FIN. FLE. 1ST FLOOR�P _HIT_ 1ST EL. VWW, HT. 1ST FLOOR FIN. FLR. r, REAR ELEVATION 'O' 1/4• = 1'-0• AT 22•x36' LAYOUT I.- = 1•41 AT I I- X 17• LAYOUT CM J f O x Q IH ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property ofStadighl 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 o < sQ= LU ../ O a� W �0 W SHEET NO: FL 5.12 Cz J � U `Q r LOT 56 O Q VI PATIO J accoNo o ISSUE DATE: He ' 08.25.2023 FOR WP/GFI REVIEW REVISIONS: ViIIC I ( I FAMILY RM I OWNER'S iI BED TVA° k}}� a AN AS / REQUIRED PER ,X{ - - n'71 CL� L' / j STATE AND LOCAL BUILDING > E' WW \ E € These drawings are the w o o : W CODE [ FI, `y�x DISHWASHER T ' DISPOSAL KITCHEN ` I! property of Starlight Homes and are not to be utilized for construction, or copied inpartorinwhole ma w m = �� x o 0 i' i'� _£ 1. F without from T � ^ n € a m o QY g u w g $ ®/ •\ p GFl permission the builder. 0 2023 Starlight Homes ow O w a e d ,r'/ VP 4 —7 1 ' MICROWAVE j,GFr SERVICE STANDARD ELECTRICAL BOX HEIGHTS JPANEL T < s ���,,```iii• .. / X �[ TO LIGHT/ ' IF REO.H"t SWITCH k ii ABOVE LAST REVISION TO LIGHT/ . iiiYYY I �J fa SWITCH _ KEYLESSf ; ; BELOW IGHT IN - ., f i - 1 30A. ELEC. +_ ; is \ WATER HEATER / SERVICE PANEL - SIZE AND LOCATION -I I PER BUILDERS \\GARAGE LAST SAVED BY: wuL CABrc+E 1 Yi TTIC —' /� I SPECIFICATIONS _ AND LOCAL CODES / `� � �— 3 � /' r i 1 ELECTRIC METER $ 3 , n E D 4� 4 VE_ TELEPHONE/ TELEVISION %/ KEYLESS\,t, / Pl ,(-(T1X`)-� �/ \ ENTRY j SERVI EBOX m / ® ® BED 2 /CEILING\ I /GFI DOOR\ ..... OPENER Y < 3P HIGH VANDV BASE C.IBMET -A T I \ l I / \ C*1 (.0 ' O N I/ \ X Z �JRVII — UJ L a - 7 ----'---- He a SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'O' FIRST FLOOR PLAN 'O' J 1!1 = 1'-0' AT 22'X34' LAYOUT = /'-0' AT 11- X 1T LAYOUT 1/4' = 1'-0- AT 22'X36' LAYOUT = 1'4' AT 11- X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVI DE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL D—OUTLET wEATHERPTpOF CFIDwIEzauRFT ¢ CE. MOUNTED WCMD—ENT LIGHT FO(iURE PU5110UTTON swrrcN \� CEXWGFAN (PROVN)E ADEOWTE SIRPORT) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. P}•'°'°R - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FANAJGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' cn GPOIAIDFAULT CIROUfT NTEPAIWTER OU 110V SAIOED �TECIOR WALL MDIMIED NOANDESCEM ® HARDWRED AND IMER caN1-DwTBATTERr LYi1TF0(11XiE BMMLP cEBINC FAN wrrH WCANDEscENr I. TF0(TURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. ,, M HALFSYRGHED WPLEY O-T y RECESSEDINGNDESCEM LIGM FIXTWE O� G {'P} oR CEILM1GMd1NTEDl£OFOnuRE HMGWwEO YNO LATER .VAPOR PROOF ® \ IPROwDE YDEIXUTESUProRT) V - 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. - PROVIDE AND INSTALL GROUND FAULT CIgGUIT-INTERRUPTERS (GFI) AS REWIRED BY NATIONAL ELECTRICAL CODE (NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 — PPO VOLTOURET QJ REIFiIXiCEO JUNCTKKI BOX # y,W�H WALL CONNECTEDW/BATTEAY BACXLP 0 EXHAUST FAN (VENT TO EXTERIOR) O THERMOSTAT ✓>o ® ��pKKE E— EXIMUSFANtIG11TCOMBNATNM �® GAS SUPPLY WITH VALVE HOSE &BB - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. l� TOEXTERgR)T - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL 1 f . THPEE-wAr smTCH 8 --}- TM WATER STUB our 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 WRITTEN IN yy $ 4 PWRWAY SWRCN 4 LOW VOLTAGE OIRLET FLUORES—LIGHTFIXTURE ElEc1RX: MEIEH ® EIEcmY; PANEL TECH HUB SYSTEM DISCONNECT SWDCH H 71 WALL SCONCE SHEET NO: AND, INNS. - PROVIDE AND NSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.12 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. v rr— x Cz - N O Q` ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 57 12 ,z These drawings are the properly of Starlight 6 �6 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 Staftht Homes LAST REVISION � 2NO FLOOR PL FIT. — — 2NO FFL _WOW. HT. BED 2 OWNER'S BED LAS try •�/.. O : °f z° LL ND FLQOR FIN. FLR. 1ST FLOOR PL Hi. 1ST FL. VUOW. HT. _ -_. ...... ENTRY ; w FAMILY RM mo m m� 4 �. , 3 MAINTAIN MIN. 17R @ 0' - 7 13/37- 6'-8" HEIGHT AT FRONT 1ST FLOOR FIN_FLR. _ OF WATER CLOSET IM ,� BUILDING SECTION W 1'-O" AT 22"X3 " LAYOUT 118" = 1'-0' AT 11" X 17" LAYOUT 1119A W a FN- / � O I— W N W SHEET NO: FL 4.8 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 e'SOLDIERCOURSE 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 ROOFN/ALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING W/ iX3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 I 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 7 2ND FLOOR F FL'M F f / 2ND FLOOR F ql 1ST FLOOR P i F-w.- q�ju FLOOR F FRONT ELEVATION 'K' 114' = 1'-0" AT 22'X34' LAYOUT 1/8" = V-0" AT I I" X 17" LAYOUT LOT 57 2ND FLOOR FL. VT. - 2ND BOOR FIN. FLR. 1ST FLOOR PL HT_ 1ST FL. WOW HT. _ 19 FLOOR FIN. FLR. REAR ELEVATION 'K' 2 1/4' = i'-0' AT 22-X34' LAYOUT 1/8' = 1'-0' AT 11' X 17' LAYOUT ll— x CM � N J � O I Q ll— ISSUE DATE: 08.25.2023 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 i: if SHEET NO: FL 5.8 1-- x C.'3 LOT 57 O a w Z WP/GFI ISSUE DATE: 08.25.2023 FOR '::JAT10 A/CCOND. o "G H6 i a WP/GFI Ito® REVIEW 12--i' I\ s 1'clla i g WIC REVISIONS: j H\V FAMILY R J OWNER'S cLG i BED € / TVA , a ra I f_ AN AS / - REQUIRED PER I '� !, ff qq w 3 OCYH ... /. S7A7E AND 1 La LOCAL BUILDING S CODE These drawings are the w m m DISHWASHER I ` s ` s DISPOSAL K (C ( 1 F N \ \ property of Starlight Hand are not to be utilized for construction, or m zzo copied in part or in whole - m ,' q m m +. a g q g a PFt m m "t" € GFl �/ MICROWAVE I II C 7= s VP iP' without permission from the budder. 0 2023 St Homes Starlight y (` r— J 7 _ pp / FI HVAC S SERVICE t_ ®€ ow x LL JI PANEL �� ' �g ®E (- .._„_REC. LAST REVISION I / PUMP. ©' i TO LIGHT/ 1 , ; O IF REO. c4 j ITCH ` ABOVE ' EAST SAVED BY: 7i TO LIGHT/ _ STANDARD ELECTRICAL BOX HEIGHTS 3DA. El C - I 3,,,SWITCH - \ ....xt 1 �� KEYLESS ; BELOW_ 1 WATEC ER HEATER a I / / 11 SERVICE PANEL IGHS / r - i q �'�. r - 1 SIZE AND LOCATION EYLERS �IGA € 7TIC // I� 31 SPECIFICATONS AND LOCAL CODES / wAu cAswE --� i •w�y d ELECTRIC METER TELEP / [[ ( TELEVISION KEYLE >_ r {�,1�,�}. / i 1 �,ENTRY SERVICE BOX ^D / '1` CL(3. 'j ! /. ® ®\ /CEILING\ w i..t4J .C. I // OPE�R \\ �........., m 0 WP/GFI ` a -..HVANRY ♦ _ BASE CABINET �' / \ cAaNEr _ 1 D T H ORSI^H ' X z q W LO J FIB a NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NSHOWN) (NOT SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN W FIRST FLOOR PLAN rKF 0 OVER BATH CABINETS OVER KITCHEN CABINETS z 1 1/4' = 1'-0' AT 22'X34' LAYOUT = 1'-0' AT 11' X 17" LAYOUT U 1/4' = 1'-0' AT 27%34' UYOUT = 1'41' AT 11' X 77' LAYOUT J NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCALCODES. DIRLE%WTLET © CHIMEs - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCA) AS REQUIRED BY NATIONAL ELECTRICAL cEILwc MouN PICANDEscENT CELWG FAN � ' 'T'ERP �'DDP�X O1^LFT L'�1TF0R1PETED PUEHBUTTGN MMH (PNovoE ADEawTEsuPPGRi, CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. mTERwPTER IIDv sMpcE DETECTGR - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. DN GRDLwoFAIAT C—IT HARDWIRED ANO WALL MOUNT ® INTE0. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' DWLEXMu T ED INCANDESCENT LIGHTFMURE CONNECTED w/BATTERY cEIUNG FAN wrtH WCANDEscENT BACNLP LIGHT FO(ME „„ ITTgVDE ADEWATE SUPPORT) - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SWILL BE ENGINEERED BY OTHERS. H HALF—HED WRE%WTIET y RECESSEDMCANDESCEMLGML FIXTUE ��C {^P} GMDUNTED IEDFIXTuf CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. (1p) VMCRPROOF HAROWCONNECTEDIREDANDINreR- 2. VCLT WTLET (VP) ® W/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY � a� BACNaIP NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q REINFaRcsD8-IXHAUSTFAN(VEWTDExi M) Q THENMGSTAT H—® GAs suPPLrwml vALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL .uNCTroN CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® TEIEPIgNE re� wAu swDCH E%1ML5T FANAIGHTfp.BNATION - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. y )VENTTOIXIERIOR) © 1ELFv61011 - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #o THREE-wlr swlTCH 1p-WATER STUB WT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ® FLuoREscENTur>HTFx*uRE a EtKTRro LATER DRAIN TILE SUMP, AND WATER HEATERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. $ a FouwwAv swlTCH ) 0 ELECTRIC PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WALL SCONCE SHEET NO: , LOW ypLTAGE WTLET TECH HLB SKTEM i DLSGONNECT___ i{ WRITTEN INSTRUC1pN6. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL �.H HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. x GM _ J � _ Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 58 12 s s These drawings arethe property of Starlight Homes and are not to be utilized for construction, or ES PERNGINEER LR copied in part si in whole without permission from the builder. 0 2023 Starlight Homes 2�OGR�� _ _ _ _ _ _ _ _ _ _ Nz D �WgW. +� LAST REVISION OWNER'S BED 2 m 4 BED — — — — 2N FDA FIN. FLR_. /1 �/ 1 • .. ® �� 1 D BY: G- _ 1ST FLOOR PLHT 1STFLM. U V •S tl) • 4 Q � Y FAMILY RM w ENTRY140 a. o q m J m ti q 0 MAINTAIN MIN. • 9 17R@0'-713132" 8'-8" HEIGHTATFRONT OF WATER CLOSET _ --IST FLOOR FIN. FLR_ _ n __.. ..__ .... _ BUILDING SECTION 'M' `% 114" = 1'-P AT 2; X:: LAYOUT 1/8" z 1'-0" AT 11" X 17" LAYOUT W Y/ a H W0 O W SHEET NO: - FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8'SOLDIERCOURSE E5 ROWLOCK COURSE E7 FVPON 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) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 I 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 VATH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. LOT 58 FRONT ELEVATION V i/4" = 1'-0" AT 22'X34' LAYOUT IV = 1'-0" AT 11' X 17' LAYOUT REAR ELEVATION V 2 1/4' = 1'-0' AT 22'7L34' LAYOUT 1i8" = 1'-0' AT 11' X 17'LAYOUT x CM �f O Q to L �RPL Hr. ISSUE DATE: 08.25.2023 FOR EL-WDW. REVIEW REVISIONS: )OR FIN. FN2� LOOR PL EL-101 rfT. & These drawings are the property of Starlight Homes and are not to be utilized for construction, or )OR FIN. F Ri copied in parlor in whole �I without permission from the builder. 0 2023 Starlight Homes LAST REVISION Q �• ' OOR PS. W 0 �I J N a a� �0 W W OR FIN. F� OQR PL. HT. & I—ww � OR FIN. F �\ SHEET NO: FL 5.10 dip I� Cz — w J ? I Q LOT 58 w 0 - CD PATIO o A/C ac oPIGFI ISSUE DATE - He IGFI 08.25.2023 FOR REVIEW REVISIONS: 4a lN1G OWNER'S FAMILY I BED 1 vj �•� j a'r:a.c �Tv N� / m FAN AS �',' g REQUIRED PER i STATE AND *.$ LOCAL BUILDING R- c ) / • 7 € 3EGI W I CODE ,.. / ( A /"/ These drawings are the property ofStadight % F ..:.� GFl : (I[ ! GR - DISHWASHER d \ I b} ` Homes and are not to be uti4zed for construction, or o m a , TO ^ H e ^ :gas 'v nm „/i�r£;t I `DlsaosAL R i — ;. copied in part or inwhole w"out permission from the builder. 0 2023 s � w LL ^ ^ , ® f j i 81 -- J3 ;� MICROWAVE Starlight Homes ig 'o $ a x o C,...,.,. tHYR�CS f 1I � 6Fl i ) , . SERVICE �PANEL LAST REVISION .. }r \ TO LIGHT/ L11'IMP."^REC PUMP sNnTCH ° LAST SAVED BY: ; IF AEG STANDARD ELECTRICAL BOX HEIGHTS TO LIGHT/ - s 11 ? ABOVE ,'; _ SWITCH gp 30A. ELEC. / 3#15 u BELOW i 3 3 -- - '- _ SERVICE PANEL f ¢ \- E-.., ; WATER HEATER KEYLESSiJ(G SIZEAND LOCATION \ fai£aE d ,' LIGHT IN Ij ATTIC PER BUILDERS SPECIFICATIONS AND LOCAL CODES I \ / ELECTRIC METER ,4� `�, �. -j TELEPHONE/ TELEVISION 9 ' ii ....•' (� I' E3EL� \'S:� SERVICE BOX �' % EN'-1'�£ -\ A�,� KEVIESS \ 1 i i J/1't�%`Y\ 4i.V.3.. 1' /EILING\ m i] 1 BED C / I --j /GFIDOOR\ / OPENER \ g a BP HIGH VANITY z—ECARNET NET m ( WP/GFI Z w i ORCI i - / \ J — — — J a He NOTE EXTERIOR W.P. OUTLET REQUIRED NEAR" CONDENSER (NOT SHOWN) J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN V FIRST FLOOR PLAN rIVP OVER BATH CABINETS OVER KITCHEN CABINETS 2 n J 1/6- = 1'-D- AT 22'X34- LAYOUT = 1'-0' AT 11' X 1T LAYOUT 1'-0- AT 21). LAYOUT = V-.' AT 11- X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT AS BY NATIONAL ELECTRICAL N DUPLe%ouTLer © C.— csaMD MOUNTED McnxDEscENT /� CE4MG FAN CIRCUIT -INTERRUPTERS (AFCI) REQUIRED CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. wProFl WEATHERPROOF GFI WPL£X OUTLET LIGHTFDRLNE PUSHBUTTON SWITCH �% (PROVWEADEDWTE SUPPORT) v - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. 0- GROU AULTCIRCUIT-MTERRIpTER OUP%DDnET TTov sMaa: DETECTaa �{�} WALLMOUNTED NCANDESCEM MARDWREDAID tt11E0. ' catit+ECTED WleArrEm" CEILING FAN WITH NCANDESCENT - FANrLIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED -SUITABLE FOR WET OR DAMP LOCATIONS.- T %HTFa'u� BACKLP IGHTFRTWE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. li HAL—MHEDWPI.EXOUREt y RECESSEDIHGNDESCENT LIGHT FIXTURE COZ DETECTOR OR CEILMG MOUNTED LED FMRE ® HARDWIREDAND INTER (VP)•VAPOR PROOF // \ (PROVWEADEOWTESUPPORT) V V - 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. T20 VOLT WRET RJUNCTpN BO% O EINFORCED E WI COMIECTED BATTERYIRED %H O EAUSTFAN(VENTTOI—ERMO OT TIEgNOSTAT —® C"�W�y�ly'TLyE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. y WALLSWITCH 11 y E%HAusT FAN,tICHTcaeMATpN ® TELEPHONE {�- —re HosE else - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (vENT TD IXTERIaRI ® - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL - ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, $2 THREE-WAYSwNCH y FWR.WAY $ ® FLWRESGENTLIGHTFIXTURE a ELECTRIC METER —+—TER— SHEET N0: DRAIN TILE SUMP, AND WATER HEATERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S A SWITCH 0 ELECTRIC PANEL WR"�ILI , LOW VOLTAGEOUTLET TECH HITS SYSTEM DSCOMIECT SW-- WALL SCONCE - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.10 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. Cz J i � x Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 59 12 12 5� �S These drawings are the ROOF TRUSSES PER /-STRUCTURAL ENGINEER property of Starlight Homes and are not to be U116Zed for COnS1NC110n, Or copied in part or in whole without permission from L_Q0,$fL HT -�F— — 2ND FL VVDW. HT. _ _ _ _ _ _ _ _ _ _ _ _ BED 2 OWNER'S BED 4 the builder. 0 2023 Stadght Homes LAST REVISION ,) Sf S ED BY:� �W 2N FR FIN. FLR. _ _ _ _ 1ST FL WDW MT - ENTRY FAMILY RM q ~ U F m J m m o m S i 3 MAINTAIN MIN. 17RQ0'-713!!T 6-8HEIGHT AT FRONT OF WATER CLOSET 1ST FLOOR _ __ ....... _ ,� BUILDING SECTION 'A' 114' = 1'-0" AT 22"X34" LAYOUT 11W = 1'-0" AT 11" % 17" LAYOUT rf Q � `J t� �2 AK 0. J• W In a 0 f Q o W fA 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 EOUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E18 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 77 ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 2N FLOOR F 2N FL IA. FLOC �J�1 1 ST F1�04BP I;e�I 1ST FL VVQ 1ST FLOOR F LOT 59 q 2ND FLOC q212D FL. WDV 2ND FLOC 1ST ELOQfLf e% 1ST FL. VD" 1ST FLOOR F FRONT ELEVATION 'A' 1/4' = 1'-0' AT;X34" LAYOUT 1R" = V-0" AT 11" X 17" LAYOUT REAR ELEVATION 'A' 114" = V-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT f- x fM J � O C_ x coo Q ISSUE DATE: 08.25.2023 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 irom the builder. 0 2023 Starlight Homes LAST REVISION SHEET NO FL 5.1 LL 0 F— x CM N � W J � LOT 59 0 Q w 0 PATIO -. WP/GFI @ y ac coNo. 5o HB A� d ISSUE DATE: 08.25.2023 FOR REVIEW VII oK{ �€ P � I �1 REVISIONS: ( f`� E �` /•/ TV 3 ►Tv ) I N \ i `r, / RAEQUIUI RED PER -\ C.) ' A STATE AND / i LOCAL BUILDING- / w CODE w w \ DISHWASHER FI q1-7 These drawings are the property of Starlight Homes and are not to be for e f DISPOSAL I K 1 C/ , r" N \ o o utilized construction, or w w v q° M w \ R o a a g a$ GFl } MICROWAVE w = o o VP r' �7j _ copied in part or in whole without permission from the budder. 0 2023 Starlight Homes w L o °o ° ............. ...--...� „.�� I - KE ESS d GFF ow r GFIJ -> p < o w o PANEL > ®l ,. JJ mm, A TT � LAST REVISION .I ;'} RECIF REO ? © ;. SWITTO CH STANDARD ELECTRICAL BOX HEIGHTS '. `' € TO LIGHT/ ( s is ABOVE p 1 { „ 30A A ELEC.R L... .3 6 BELOW ( "; WATER HEATER / / E SERVICE PANEL KEYLESS - a SIZE AND LOCATION IGHTIN •/ [ �` - \ ",FZ77, , / t; PER BUILDERS I PAST SAVED BY: TTIC I �;, SPECIFICATIONS --` AND LOCAL CODES/ ELECTRIC METER € TELEPHONE/ � //TELEVISION KEYLESS /• €. yE-p-€ ,.,� jN SERVICE BOX t �,Wyl�l�� aa'�U E i SSEY" i 1 <0. � CEILING /GFI DOOR OPENER u WP/GFI VAN W c:e rn i aASE CARNET I ,.(� CIO ��/I�F� Q j� N _ /I YY _ a NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES O OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN FAr r, FIRST FLOOR PLAN LA' J AT 22'X34' LAYOUT = 1'-0' AT 11' % 17' LAYOUi 1/4' = 1'-0' AT 22'X34' LAYOUT = 1'-0' AT 11' X 17' UVOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. # pUPIEZOUTLET ® cNlAcs RED BY NATIONAL. ELECTRICAL CEANG MaAiiED NCANDESCENi \� CEAWG FAN ( ) WEATRPROOF GFI WPLE%OURET LONT FO(11AE PUSHSUTTdiSWfRAI - PROVI DE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIHE xvsl (PRO—ADEOIMTE SUPPORT)CODE vfr(v (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. N - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. GROUND -FAULT CM —INTERRUPTER I+W SMOKE DETECTOR WALL MDUNreO WCANDESCENT HARDWWED AND INre0. CI,ITGFANWITH NGIUESCEW - FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' DUPLE%OUTLET LIGHTFIX c-6CTWW1BA TTEN gACN.Up LIGHFKTUiE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENdNEERED BY OTHERS. THE HALFswrrcHED DDP+EZ OUT{ET .y, REcesseD lNCANOESOENT LCHT 11— PRO—ADEOUAn SUPPORT) �} OROEILNGMDUNTEDIFD FIXTURE COS OEIECT011 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT, ryP). VAPDR PRDDF ® Hu1DxmEn AND Wren PA VWTOURET CWNECTED W19ATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY eACIcuP cAs suPPLv wnH VALVE NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 E%IMDSTFAN(VENTTOE%TEROR) O THERMOSTAT ~® - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFl) AS REQUIRED BY NATIONAL ELECTRICAL � REINFORCEDLNCTON BO% CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® reLEpO1E re HOSE gMO A<L SWITCH {� EXIMUST FANAOHTCp.BMUTON - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP&CUTOFFS. W T TO "TERM) IVENT © TELEVSION - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # . THREE-WAY SWrrcH 1 - ALL ELECTRICAL AND MECHANICAL EQUIPMENT FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 8 EUE—METER 1 +M WATER STUB OUT `1 FWR�WAY SNITCH ® FLUORESCENT LMNTFIXIURE GRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. { v EIECTRO PANEL �I N - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: WALLS— , Lax YGLTAGE OUTLET recH HUS—TE. j DGO—ECT swrrcN WRITTENINSTRUCTONS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS, UNITS MUST BE FL HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. VM� t- CM - N W J ? � x 'Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 60 These drawings are the z 12 property of Starlight 6� �5 Homes and are not to be utilized for construction, or copied in part or in whole ROOF TRUSSES PER STRUCTURAL ENGINEER without permission from the builder. 0 2023 Sta ftht Homes LAST REVISION 2ND FLooR P_L — _ _ _ — �Q FL-BHT v OWNER'S BED 2 m 4 BED — _ — — — 2ND FLOOR FIN. FUR. 1ST L-QORPLHT,• _� 1ST Fl. wm1 : O PDF4 � FAMILY RM ENTRY o � 4 m 0 O 4 4�a,O 000 MAINTAINMIN. + 3 17R@0'-713/3T �� 6'-6' HEIGHT AT FRONT I i4 OF WATER CLOSET 1ST FLOOR FIN_ FLR fA WLii O I= BUDING SECTION 1K1 a-- H N 1/4' = 1'-0' AT 2TX36- LAYOUT LS' = 1'-0' AT 1 P X 17" LAYOUT b O � J SHEET NO FL 4.8 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 S' SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT. SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING Ml1ST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS Ell FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4a4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING) E76 IXFIB 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 LOT 60 Al FRONT ELEVATION 'K' 1/4• = 1: AT 22'%34' LAYOUT 1/8• = 1'-0' AT 11• X 17• LAYOUT f-- x J i O Q fly ISSUE DATE: Loon PL ff-19 08.25.2023 FOR FL. WOW. FrT�Q v REVIEW REVISIONS: )OR FIN. FIR. n V LOOR PL HT. FL. WOW. HT. S1 These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole )OR FIN. FIR. n without permission from �1 the builder. 0 2023 Stadght Homes LAST REVISION x CD J � � x LOT 60 O y WP/GFI @ o A/CCOND. PATIO) a "B wP/GFI ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: WIC I ; FAMII ' M ' pr' ;;fi�rr y, OWNFR'S p TV". ..CELL FAN AS \ �`- _ ? ' REQUIRED PER p� 5 \-\ /• t I tt w ❑g I STATE AND ._. ' 0, A s S LOCAL BUILDING 8'•i' C G. ( € /- /! y!' w w y� CODE E - d `� f � " � These drawings are the ° W ............, , " � €°s -.GFI /, I a � / � — � FI /. DISHWASHER property of Starlight Homes and are not to be /! it " KITCHEN a"s+=DlsrosAL l' uti�zediorconsirucibn,or ' w W R k o 9 z� ' J' P�7(� — copied in part or in whole Without permission from a g $ D o ..,.,, /. _VP 1 HVAC I L.�" •.'_ — s� I MICROWAVE �FI SERVICE xPANEL E® the builder. 0 2023 Starlight Homes LAST REVISION —I .. .....�\e LT I (/\�t��( i 1/%. .K __ TO LIGHT/$�.--REC.PU ,� QyLL - SWITCH - 'af7 y IF REO. MP O ABOVE SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS 7o ucHr/ I --Y 3 SWITCH WA. ELEC. jBELOW - - SERVICE PANEL \ / .. -: \ WATER HEATER /3 PER BUILDERS �( 1• ' I �•'+ 797 - (( ✓ KEYLESS SIZE AND LOCATION GARAGE Ii �T....1'Ai ALIGHT TTILAST a C s IAL'a,„' SPECIFICATIONS I I / AND LOCAL CODES/ I ELECTRIC METER - f ff TELEPHONE/ . TELEVISION \ / , SERVICE BOX ��- ENTRY •� •\ KEYLESS ,1 , LIVE � [7I-•I� �X / I BED 2 _/ � CEILING\ I GFI DOOR \ I I I � OPENER om i / \ o 90• C�ABINYEµT m t &lRE CABwET a WP/GFI / \ C13 Y & .^ / /\ --- —'-- W Lc% J a HB Cn SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) 0. r O SECOND FLOOR PLAN W FIRST FLOOR PLAN W C6 �— OVER BATH CABINETS OVER KITCHEN CABINETS n 114" = 1'-0' AT 27X34' LAYOUT = 1'Ar AT 11' X 17" LAYOUT n 1/4" = 1'-0' A7 221* LAYOUT = 1'-0' AT 11' X 17' LAYOUT J n NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 DUPIEZOU— wEATNERvgaoF GFl Dunsz auTLETTFIXTURE {y} © CHIWS Y 6ElING MOUNTED PoCANDESCENT P_TTON �% CELRIG FNI IRROYIDE ADEowTEswvaRn CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 1�+ \ V - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' GFI GROUN6FAULTCIRCUIT-INTERRWTER DURLE%WTLET — SMDKE DETECTOR WALLMOUNTED INCANDESCENT ® HMIYNFIED AND —IN K} COANECTED W/BATTERY LIGHT FIXTURE BACICUR CEILINGFANWITNWCANDESCENT LIGHT F°RURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. {p HMFSWITCHEDWPLEzoUTLET y- 1E11E1INGNDE-1 LIGHT FIXTURE C. DETECTOR {9^F OR CE0.wG MOUNTED IEDFIXIURE HARDwMEDAWINTER- ('�vl'sAPOR PROOF ® (RROVIDE ADEOUATESUPPORT) - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO20ETECTORS AS REQUIRED BY}O� NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFl) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. zzaYar oultEr JQ REINFORCED 41NClA]N BOX �E�crED wTBATTEar 0 EI USTFAN(YENTTOEIXTERM) TIERMOSTAT D ® TEIfPIIONE F—® GAssUPPLYWNHYAI'/E M Hp•SE 09B - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. # wALL swITCH Jl E%1NUST FANlIGNTCp.BWATpN t� ryENT TD E%TERIdi) - 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. - PROVIDEPOWER, LIGHT AND SWITCH ASREQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S # a TM E'wAY SWITCH } T a FWR WAY M-H ® FLUORESCENTLQHTFNTURE a ELECTRIC METER 0 ELECTRIC PANEL TM -WATER STl9IXR {� SHEET NO: WRITTEN M151RUC1gN5. , Low—TAGE—T TECH HuesrsTEM i DscorwECTswrtC. ^ wALLsrorx;e - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND I DETECTORS. UNITS MUST BE FL 6.8 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. CM J � Q x Q H ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 61 ,2 1z �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 builder. 0 2023 Starlight Homes ND FLOOR PL HT. _ ND FL_V4ffi Hr. _ _ _ _ _ _ _ _ _ _ _ LAST REVISION - BED 2 OWNER'S li ` BED AVEY: DFLOOIR FN FUR. ��L•' •S q1STFLWDW.L __ _.. — _ _ — — ENTRY FAMILY RM s - ;r � m � m O U " m1.00 3 MAINTAIN MIN. 17R Q 0' - 7 13137 6'-6" HEIGHT AT FRONT OF WATER CLOSET 1ST FLOOR FIN. FLR. ..... ''.:: '.'.. ............_. X W Z W Ln O a Cl) I= f, BUILDING SECTION 'L' v � LJ 114" = t'-0" AT 22'X34" LAYOUT 118" = 1'-0" AT 11" % tT LAYOUT �y� O �N j SHEET NO: FL 4.9 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8-SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS El 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 Ell 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 61 2ND FLOOR P 2ND FL.'2 q1 2ND FLOQ$E Q1ST FLOORP 1ST FL. V9-- q� 1ST FJDORR / FRONT ELEVATION rLELEVATION U �7/4' 27X34' LAYOUT 1/B" = 1'-0' AT 11- X 17' LAYOUT= 27X34' LAYOUT 1/e" = 1'-0' AT 11- X 17' LAYOUT 2ND �DDR I 2ND EL WV 2ND aO-o-I 7 1sr EL09M Q1sr EL VAN ST ELOQR F REAR ELEVATION U 1'-0' AT 22 X34' LAYOUT 1/8" = 1'-0" AT 11" X 17' LAYOUT O 6 S C3 - N J i O i Q ISSUE DATE: 08.25.2023 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 Stadght Homes LAST REVISION S14T SAGICD BNN 0 2 W w <,(?I ! W U') O J Cj) a r W O W SHEET NO: FL 5.9 r� x CD — w J f 0 Q w LOT 61 Q U PATIO acIGFM o ac ISSUE DATE: He / - ,a P/GFI _. ..._ YU,W a t} 08.25.2023 FOR REVIEW .._ WIC ( REVISIONS: } { F 1lvEli `t RlVl j OWNER'S BED ry AN AS REQUIRED PER i•i,•'L�A, . ; STATE AND I '\ LOCAL BUILDING >, i -\ " w ODE 7N These drawings are the w ) \ LL 5 — \ .... ...' i i ` m j -- f •:.�� DISHWASHER ,� \ KITCHEN � � E property f Stad' ht Homes and are not to be utilized for construction, or in in DISPOSAL S• � ii copied pad or whole < m w� I311 r T 3 x"�G4 VPMICROWAVESWITCH without permission from the builder. U 2023 Starlight Homes Hvnc sEvaNE�� ®' A REC PUMP, E ©E TO LIGHT/ , STANDARD ELECTRICAL BOX HEIGHTS .. 3 _0 � 0 IF REQ. Y. ABOVE LAST REVISION a- I � i O UGH / 30A ELEC l E f-„ w..�1- \ BELOW i WATER HEATER / t SERVICE PANEL LAST SAVED BY: E E WIC, LESS - E SIZE AND LOCATION kPEFI I - ' � ! >> I BUILDERS IC \A}tA SPECIFICATIONS WALL CABW __ _ AND LOCAL CODES/ ELECTRIC METER \\ TELEPHONE] // TE EVISION $ \ KEYLESS �1,� R� SERVICE BOX E? BED 3} ` /• .I u / �X}�_'�NI /CEILING\ W ® ® \ E m \ BED 2 I oFPER \ I / \\� 3. I / \ M WP/GFI 4 -...VAN V k RASE CABWET CABINET n I � i / \ ry I/ \ y/�� J j_j Z O / l..I I�L.ei t I . ___ -/ Uj ��� Y% J CL a -- i9 NOTE: E%TERIOR W.P. OUTLET REQUIRED NEAR AIC CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 0 J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN U FIRST FLOOR PLAN rLr 2 1/4' = 1'-0' AT 22'X34' UVOUT = 1'-0• AT I ' % I I- LAYOUT 1/4' = 1'-b• AT 22•X34• LAYOUT = 1'-0• AT I ' X I1- LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0 OOPLE --T © CHIVES n - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFG AS REWIRED BY NATIONAL ELECTRICAL LEENGNODNTED NCANDESCENT % cELM FAN ( ) W" WEATHERPROOF GFI WPLE%OURET IGHTFO(IUE PIAHBIITTOII SNRCH (PgDVOE ADE mRUPPORT) .vA CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. 0 GR GF10 V AULTGRCUIT-NTERRURTER I1GV SMDXE DETECTOR WALL NTED NC — ENT HARG,VWEDANDINTER CEILING FAN WITH -DESCENT- FANLIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED •SUITABLE FOR WET OR DAMP LOCATIONS.' WPC%OUST LIG)ITFM1lME cofWECTED WIBAT _ BACKLP LMi1TF0(TUE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS.THE {} HALFswrrcHED WPLEz OUTLET y RECEBBEDINCANDESCEM LIGHTFRtIURE CO20ETECTOq (PROVIDEADEGMTESIRPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. l'Pl OR CEILING MOUNTED LEDFIXRNiE HARfYNREO AND INTER w my IIOV0.TOUilfT (VP). _OR PROOF ® CONNECTED WI BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY +IP NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, 0 EXHAUSTFAN(VENTTOIXER R) OT 11ERMOBTAT �® GAS 6UPPLYWTMVALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REINFGiCED LNCTpN BOX CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. HOBEBIBB i WALL RWRCH EXHAUBTFANAIGHTCp -T- - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. TD MERCR) (VENT ® TELEV.- - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # a THREE­­ WATER STUB WT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 11 ® F RESCENTLCHTFaTGRE 8 ELECT CVETER ALL DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. i 4 FGIR� SWITCH f� ELECTRIC PANEL yI H W.LLL SCONCE - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: , LGW VOLTAGE —ET TECHH SYSTEM j DISCONNECT swrtcq WRITTEN INRIRIILTXX6. FL 6.9 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVDE BATTERY BACKUP. Cz i N S Q w 'I- V/ ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 62 12 12 6� �5 These drawings are the property of Starlight Homes and are not to be ROOF TRUSS�` PEp STRUCTURAL 2RGINEER utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Stad'ght Homes 2N0 FLOOR PL HT. ND FL. lm HT LAST REVISION OWNER'S BED BED 2 • — — 2NQ FL QQR FV & _ — — — — 1 ST FLOOR PL. HT. r — — — — — — — — — _ — — 1 ST FL WDW._ HT.ur v • FAMILY RM 4 ENTRY W o o 0 ..:. N MAINTAINMIN. ~ ; 17R 0'-713W 6'-8• HEIGHT AT FRONT — OF WATER CLOSET — 1ST FLOG FlN. � z BUILDING SECTION 'B' W U) o va• = r-(- AT 2rx3a• uvour iB• = r-o• Ar 1 r x ,r urour a� � O �J W U) SHEET NO: FL 4.2 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER. HEIGHT AS NOTED E4 WSOLDIER 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/ 5/40 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 15' O.C. (VINYL BOARD AND BATTEN SIDING) E16 iX 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 III I* 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 62 FRONT ELEVATION 'B' 114" = 1'-0' AT 22134' LAYOUT 1R' = 1'-0" AT I I" X 17- LAYOUT x CM J i O G: S Q f� t4 ISSUE DATE: AND FLOOR aL HT 08.25.2023 FOR 2 REVIEW SMOOTH PANEL SIDING REVISIONS: a• u B• 16 2NI FIN. FLR.— & _1STTF O RP�L _ 1$IEL.Y1QW. These drawings are the 15 property of Starlight Homes and are not to be utilized for construction, or IST FLOOR FIN. FJR_& copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION 2NDDFOOR PL _2N2! FL. WOW. 2ND FLOOR FIN. FLR. L1 1ST FLOOR PL. H� _ 1 ST FL. WDW. HL-1 1ST FLOOR FIN. FLR._9 SHEET NO: FL 5.2 CZ J x Cr x LOT 62 z O y WP/GFI@ P:!-IO o ac coND. a Ar He WP/GFI ISSUE DATE: 08.25.2023 FOR w _ 145 � ;1 •% REVIEW WIC; r REVISIONS: {(EI 0tit� I Wl'tNE E E..-P [��3 � � I t \ t QEC rvE v € FAN AS REQUIRED PER ^ STATE AND Xa/ / - These drawings are the Starlight LOCAL BUILDING CODE _ ; �. z 1 / ; / — wa { r^ G T1 w z = �P —DISHWASHER I {( ` property of Homes and are not to be utilized for construction, or / . —DISPOSAL \'i o o JI copied in part or in whole o m 3 g b 3 ,- m \ n v 1 MICROWAVE without permission from the budder. 0 2023 g ¢ w o a / "r CFI ; w ° w jj g ° i *Y EGF 1 SERVICE m : °a , J PANEL Starlight Homes •--.GFI - BA LAST REVISION TO LIGHT/ © (— REC. PUMP, t t r r SWITCH #i CEO STANDARD ELECTRICAL BOX HEIGHTS TO LIGHT/ a ABOVE 3pq, ELEC. / € SWITCH ((( SERVICE PANEL WATER HEATER i BELOW i i� \ KEYLESS E 1 W I SIZE AND LOCATION LIGHT IN i; PER BUILDERS LAST SAVED BY: € , 7 ATTIC jj SP ND LOCAL ECIFICATIONS I : ACODES / ELECTRIC METER v TEL .....;' I i TELEVISION - ` \ / , SERVICE BOX--+-�. y^? KEYLESS BED 3 � �N i�' �.� � ° )) J, , , /GFI DOOR BEDOPENER \ 0 g 1.::::........ x WP/GFI ao-Hz;H VANm g L—EORC:I \Q= ' i m He j FL NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) 1 O ...t SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES Cb J H OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN'B' FIRST FLOOR PLAN'B' 2 //4' = 1'-D- AT 2ZX34- LAYOUT = 1'-0- AT I V X 17- LAYOUT 1 1/0- = 1'-P AT 27X34- LAYOUT = I'-D' AT 11' X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. DUPLEX WTLET © CHWS EO ncumEscENT -1-FAN _ PLUHauTTaN sw - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL uric cIXT CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. {}WEATIER°ROOF GFI WPLEX OIfRET I— ADEOLMTE suPPONT) - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. GR GROIMDFAULT CIRCUIT�wTERRWTER 11W SMOKE DETECTOR J� WALL MOUNTED RICMOESCENT ® HARDWREO AND INTER - FAN/LIGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' x WPLEx ounET fY CONNECTED W/BATTERY <W CEILING FAN WDH IN NDESCENT LIGHT FIXTURE LIGHT FIX E - ELECTRICAL SYSTEMS HAUswnc�ODUPLEzounET RECESSEDINGNDESCEM LIGM FIXTURE (RpVpE ADEWATE SUFPoRT) ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE H C@OETECT� CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. oR CEZIN° LED FIXIIIRE HARpNPED AIW INTER ® (VP). PROOF _D �ssae YA VOLT WTLET VAPOR CONNECTED W/BATTERv - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY eAc cuP NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O ° Q EX STFAN(VENTTOE%TER—) O THERMOSTAT �® OAS SUPPLY WNH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC)1' AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # wAu swrtcH Ji E%IUUST FANAIGHTCONBINATION ® TELEPHONE �i.! HOSEB� - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. 1� (VENT TO EXME ) - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #' TwEE'wAY swTTCN I � w TERSTueouT - 8 ELEcmx; METER ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, I DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. +a FauR.wAV SWITCH ® PLIIORESCENT LCHTFmwE v ELECTR�c RANEL {y� - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S wl1LLSCONCE SHEET NO: , LavvoLTAGEourLET TECHHl9SYSTEM i DBiCONNECTSWRCH ry WRRTEN wsmLCTZXas. FL 6.2 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 4- x C3 f"� x Q F'— ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 63 12 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 budder. 0 2023 Starlight Homes — _ 2ND FL—OOR PL� — — — — — — — — — — — — 2NQ FL. VQW.-NT & LAST REVISION OWNER'S BED 2 m 4 BED SSA,E'DBi- ff 3ND FLOOR FIN. fl"q,_ /\ — — — — — 1ST FLO0U L' Hi.�I w q ENTRY � o • N • o FAMILY RM = 3 MAINTAIN MIN. 17R 0' - 713/32" _ G-e'HEIGHT AT FRONT � — OF WATER CLOSET 1ST FLOOR FIN. ER_. _& .r •• W u') O ,, BUILDING SECTION 'N' V1 = 1'-0" AT 22 L- LAYOUT 10 . 1'-0" AT 11" X 17" LAYOUT a H b 0 � 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 EB 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 18' O.C. (VINYL BOARD AND BATTEN SIDING) E78 11X 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 12 In RIGHT ELEVATION 'N' 1/4' = 1'-0' AT 27134' LAYOUT 1V = 1'-0- AT I1' X 17- LAYOUT LOT 63 NMI FRONT ELEVATION 'N' 1/4' = 1'-0' AT 27X34- LAYOUT 1i8' = 1'-0' AT 11' % 17- LAYOUT REAR ELEVATION 'N' 2 1/4' = 1'-0' AT 27%34' LAYOUT 1/5- = 1'-0' AT 11- X 17' LAYOUT C3 J f O I Q ISSUE DATE: I,QQR PL 1ff--& 08.25.2023 FOR FL WOVJ. _Li_T_�\ VV REVIEW REVISIONS: )OR FIN. Fl.R._n LOORQL HT, _ & FL. WDW. These drawings are the properly of Starlight Homes and are not to be utilized for construction, or X)R RN. FLR._/\ copied in part or in whole �I without permission from the builder. 0 2023 Stad'ght Homes LAST REVISION FLAOUAIII'MR/I U 8 OOR PL. HT. n �/HT. LA 7_WOW. - W J N O a °' F- ao 0 J W OR FIN. FLR. /1 L—�WV OR FIN. F�1 SHEET NO: FL 5.11 x C3 �4 N J � f� 0 Q WP/GFILOT 63 yo iA{jU ac coN@o. AC HB WP/GFI ISSUE DATE: 08.25.2023 FOR .. _41— ' � REVIEW REVISIONS: gw ' € WIC I ® 3 / IE i f( FAII....Y iIM OWNER'S1 \ t BED lory TV FAN AS f I REQUIRED PER STATE AND BUILDING oLOCAL a w CODE 0 1 C 6 ) w /• DISHWASHER GFI (IS E - �;�,rr ,. Y 1 KITCHEN These drawings are the roe of Starlight property 9 Homes and are not to be utilized for construction, Or O ii 1 j l . DISPOSAL D k m 4 w� F. copied in part or in whole from D a D 4 a q q a P iR j — - — a w MICROWAVE g( IIfl without permission the budder. 0 2023 Staftht Homes D ( HVAC i ! SERVICE a I E ® r PANEL LAST REVISION BA 2 TO LIGHT/ :... _ ; © — REC PUMP, . SWITCH - s. �.. € it : "_ IF CEO 2'-0-)E STANDARD ELECTRICAL BOX HEIGHTS ; i ABovE , TO LIGHT/ LN SWITCH SERVICE PANEL E E - \ I WATER HEATER BELOW I _ \ KEYLESS yV I�� 3 E SIZE AND LOCATION E '' -' I r \ / 5 I LAST SAVED BY: LIGHT IN PER BUILDERS \rj-,iA� / - '- - �d ATTIC SPECIFICATIONS AND LOCAL CODES ` ELECTRIC METER \ TELEPHONE/ TELEVISION y / '\ ,U KEYLESS �•Y ! SERVICE BOX E N :1 BL-�LIEU{{�} J L I > al w W CEILING\ W j.�, [ I GFI DOOR w BED C.) n / �a i\� �'; OPENER ' / \ 3 / \ Ii u< WP/GFI 9P ITV y t F BASE CARNET CABINET CO (,� Z W m 9 a.H NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER SHOWN) (NOT IN' rNr SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN ,� FIRST FLOOR PLAN cb O 2 OVER BATH CABINETS OVER KITCHEN CABINETS 1/4" 1'-O•AT22X34•LAYOUT =V-0•ATIVX17•LAYOUT 1/4- V-0•AT22'X34•LAYOUT V-O'ATII"X17•LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. DUPIExouTTtT © cwAFs ARC FAULT CIRCUIT CEING MDUNIED NCANDESCENi cEANG FAN ' PROVIDE AFCI AS REQUIRED AND INSTALL -INTERRUPTERS BY NATIONAL ELECTRICAL ( ) xsT WFAIIERPROOF GFI WPIFJ(OIJRET LIGHTFp[iUfE PUSHBUTIpI SWITCH (PRDYIDE ADEDWTE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. a wP - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. Oq GHOIMDFAULT CIRCUIT-NIERRUPIER 110V SMDIQ DEIECTOH - FAN/LIGHTS IN WET/DAMUKE NC WALL MOUMED ANDESCENT ® HARPVNED AND INTE0. CEILING FAN WITH MCANDESCENT P LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.• D%OU.T LIGHTFIXTURE CDrNECTED W10ATTERr BACKUP LIGHTF—RE �1, - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE 0 IgIFSWIWHEDWPLEx OUTLET y RECESSED INCANDEBCEWLR TRXT CO2 DETWroR (PROYDE AOEOUATE SUPPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. f�^l NG LgUNTED LED FOl111RE HARDWIREDANDIHIER- ® (vp). VAPIXi PROOF CDNNECTED W/BATTERY YAV0.TWRET NPI•IDE - PROVAND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY aAcicu NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q Ex1UUST FAN NETT TO I—EROR) �® GAS SUPPLYWDHV W Q RENFORCED.uNCTxN Box TIE —TAT - PROVIDE ANDINSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # WALLSWRCH EXIUDST FANAIGHTCOAHNATxN ® TELEPHONE re HOSEBIBB - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (WNTTOExTERM) © TELEv6KN - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. t L THREE—Y SWITCH TN• WATER STUBIXtf 8 ELECTRIC METER - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ii FLuoRFscENTLIGHT FaTURE a FauwwAv swrtcH ® SHEET NO: DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. f v ELECmx: PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S wnu scCNCE Low vDLTAGE aurtFT TECH HLe srsTEM WRITTEN INSTRUCTKNS. /---ECTSWITCH - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.11 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. SLAB PERIMETER PLAN 8-PLEX 1/4' = 1'-0' AT 27)(W LAYOUT 11W = 1'-0' AT 11' X 17'LAYOUT ISSUE DATE: 08.25.2023 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 X tD a W ILD fr J w a� W 00 0 W J a m a J N SHEET NO: A0.1 SLAB PERIMETER PLAN 8-PLEX 1/4" = P-0' AT 22'X34' LAYOUT Ve' = 1'-0' AT 11- X 17' LAYOUT C3 J i O f.� I 4 ISSUE DATE: 08.25.2023 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 I LAST REVISION � J X tG a W U ''/^) J v/ a F- W CO O w J a m a J N SHEET NO: A0.1.1 r NOTES: FIRE PARTITION/ FIRE BARRIER LEGEND '/�// REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL ����� 2-HOUR WT 61 LOT 62 LOT 63 OT OTS OT OT OT SO% O TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. SEPERATIONON WALL THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ®- SEWER CONNECTION BUILDING ID:V 1 19'$' 2-1 19'$' 2• I r 19'$' 2"1 2" 19'$' 2' 1 19•8" 2^ 1 2' wl I I I zl I I I I I QI I I I I I it I I I I I 1 1 I I I I 1 I I I...... I 1 I; 1 1 I 1 PLAN 1386 PLAN 1386 1 1 PLAN 1386 LOT 57 PLAN 1386 LOT 59 i PLAN 1386 LOT 56 ELEV KR LOT 58 ELEV AR 1 LOT 60 1 ELEV OR ELEV M 1 ELEV K r7 1 1 5-GANG METERI /f 11 HOUSE/COMMON METER) r q v , { 0 ¢, - - .. omo' I ..... - ... I 1 I I I 1 i i � 1 ............ JL --" i . . ............ ... . . . . .... _-- ®.-._.. ..0 I I O ® 1 I O 0 I I I I 1 1 I 19•8" 2" 1g'$• i 2 2• r, FIRST FLOOR PLAN 8-PLEX 1/4' = 1'-0' AT 27X34' LAYOUT 1B' = 1'-0" AT 11' X 17' LAYOUT Td TRANSFORMER 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK lH C J i O Q lH ISSUE DATE: 08.25.2023 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 %J111111111 ItI /I . Mt 11ca— �1 Q 00 W('0a Lf) a J Cl) aM O j w N oC LL SHEET NO: A1.1 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. OW -WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ®- SEWER CONNECTION FIRST FLOOR PLAN 8-PLEX 1/I' = 1'-O' AT 22'X34' LAYOUT 1 B' = 1'-W AT 11' X 17' LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK CM N � � w J � G= x Q C4 ISSUE DATE: 08.25.2023 FOR f 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 .tv%J 1 I 1 Ull, llll N I v Q Cb �/ z ^ J LL1 a aO1 LL J rn U. SHEET NO: A1.1.1 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. ®- SEWER CONNECTION SECOND FLOOR PLAN 8-PLEX 1/4' = 1'-O' AT 22'X34' LAYOUT 1/9' = I'-O' AT 11' X 17' LAYOUr t— x V N O I Q f� ISSUE DATE: 08.25.2023 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'ght Homes LAST REVISION X-WI I W U oc 0 d o 0 z 0 U W fA 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 URGER 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 HEM 159'-S' 19'-8' 1 1 1 1 191-W 2' 2' SECOND FLOOR PLAN 8-PLEX 1/4' = 1'-9' AT 227(36' LAYOUT 118' = 1'-0' AT 11' X 17' LAYOUT N 19'A' Is 19'-8' 19'A' f� x G� G J f I Q W ISSUE DATE: 08.25.2023 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 LAXXIAAWD1IIY I C11'S w � a _ X�/ 110. WLr) cc aH0 o Cb O z 0 U W N SHEET NO: A2.1.1 r PLAN 1386 i PLAN 1386 PLAN 1386 LOT 56 LOT 57 LOT 58 ELEV OR ELEV KR I ELEV M r, FRONT ELEVATION 8-PLEX va-=r-o-ATzrM u. W=r-a'AT1rx1r1. PLAN 1386 LOT 59 1 ELEV AR PLAN 1386 LOT 60 ELEV K f-- x c� _ N J E O GO Q II — ISSUE DATE: 08.25.2023 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 ..tt111111i1y SHEET NO: A5.1 PLAN 1386 1 LOT 59 1 ELEV AR PLAN 1386 i PLAN 1386 LOT 60 � LOT 61 � ELEV K � ELEV LR FRONT ELEVATION 8-PLEX 7/4= 1 AT YAT 2YX34' LAYOUT lie' = 1'-0' AT 11' X 17' LAYOUT PLAN 1386 PLAN 1386 LOT 62 LOT 63 ELEV B ELEV N It— x CM — w J i O I f� ISSUE DATE: 08.25.2023 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 LU z ,� C i Z ` 5 K•®1 11'P W to z JN o O J W SHEET NO: A5.1.1 PLAN 1386 LOT 60 ELEV K 1 PLAN 1386 1 LOT 59 ELEV AR PLAN 1386 i PLAN 1386 i PLAN 1386 LOT 58 LOT 57 LOT 56 ELEV M ELEV KR ELEV OR REAR ELEVATION 8-PLEX 1/4' = 1'-0' AT 22•X34' LAYOUT I = i'-0" AT 11• X 17' LAYOUT rr— x Cz _j2 0 ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Stadight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Stadght Homes LAST REVISION it ``11►lillll SAVE Y: ////Z �I U. 'i `ar�fr ©S X 00 W z d N o a O J w SHEET NO: A5.1.2 I I I I I I i i i i wl i I 1386 PLAN 1386 63 LOT 62 V N I ELEV 6 PLAN 1386 PLAN 1386 LOT 61 LOT 60 ELEV LR ELEV K REAR ELEVATION 8-PLEX U 1/4' = 1'-0- AT 22-X34- UVWr W = 1'-.' AT 11' % 11 LAVOUT ' I PLAN 1386 LOT 59 ELEV AR C3 J E O ♦� I Q ISSUE DATE: 08.25.2023 FOR REVIEW r 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 /5 X W z J (n O a F- Cb p > LLI J W SHEET NO' A5.1.3 PERBUILDER AND POWER LAYOUTV= PLAN 1386 LEFT ELEVATION 8-PLEX LOT 56 1/4" = V-0" AT 22"X34" LAYOUT 1B" = V-0" AT 11" X 17" LAYOUT ELEV OR PLAN 1386 PER BUILDER AND POWER LAYOUT LOT 63 2 RIGHT ELEVATION 8-PLEX 1/4" = 1 r AT 22"Z;" LAYOUT 1/e" = V-0" AT 11" X 17" LAYOUT ELEV N CM N � W J � O I Q ISSUE DATE: 08.25.2023 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 y, c7.0 elf.-) C) S Z= W - U31 ni J Cf) o CL a ' O > ILI 'J w SHEET NO: A5.1.4 # w OT OT 57 OT OT 5 OT OT 61 1 LOT 62 I LOT 63 J O I I Q f� BUILDING KEY I I [ I ISSUE DATE: 08.25.2023 FOR REVIEW FIRE BLOCKING AT EAVES 4'-0• 1 4'-0' TYP.FIRE RETARDENT �[ ' ¢ NO SOFFIT VENTS ALLOWED PLYWOOD MIN IN HATCHED AREA OF EAVES. SOFFITTOBE I 4'-0• EACH SIDE OF TENANT SEPARATION NOATTICVENTINGOR I < 1 �[ REVISIONS: NON-COMBUSTIBLE SOFFIT. I OPENINGS ALLOWED, PER 2020 FLORIDA BUILDING [ I CODE -RESIDENTIAL 1 I SECTION R302.2.2 1 I I I 1 I I I { I ,t Y�r I — — — — — — — i �' i L------- — �r� i t 1 _�-------- —�= u I" These drawings are the I 1 I' property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole from without permission thebuilder. 0 2023 I ,, � a� ,) { I I I 1 �: I I I, �✓ Starlight Homes LAST REVISION ti ,'I l � A r s ' I , 1 I I I I r X. I I I i d I I ..RIDGE...RIDGE I, r , 1 Y 1 7. `T" • I RIDGB _�w, ' 'I I � :,I RIDGE - >� I , I CRICKET PER BUILDER ,""ICIO=T BUILDER CRICKET I BUILDER PER I BUILDER r Y I J XI Z q ff + �. r— r f, r r r ; , W z /1/512 0. oY 100 'I fY^ , Y �y�' 6:12 ¢ 5:12 .` ,1,: 'ir/ ¢ 5.12_N I7 L _ I `l 1 PLAN 1386 � PLAN 1386 � PLAN 1386 � PLAN 1386 � � PLAN 1386 LOT 56 LOT 57 LOT 58 LOT 59 LOT 60 SHEET NO: ELEV OR ELEV KR ELEV M ELEV AR ELEV K ROOF PLAN 8-PLEX A5.1.5 1/4• = 1'-0• AT 22'X34' LAYOUT 1/6' = 1' 0' AT 1 /' X 17• LAYOUT CD/ / - w I LOT 57 I OT OT 81 LOT 56 I LOT OT OT OT —r g j rY I I I I I I I I I I I I BUILDING KEV zl I FIRE BLOCKING AT EAVES 4'-0' I 4'-0' TYP. FIRE RETARDENT I ISSUE DATE: s I NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. I PLYWOOD MIN 4'-0' EACH SIDE OF ( 08.25.2023 FOR <1 i l I I TENANT SEPARATION SOFFIT TO BE NO ATTIC VENTING OR REVIEW NON-COMBUSTIBLE SOFFIT. I OPENINGS ALLOWED, PER 2020 FLORIDA BUILDING REVISIONS: I 1 I I 1 I I I I 1 CODE -RESIDENTIAL SECTION R002.2.2 I I t I — — — — -- — I 1� I — — — — — — — — — — 1 I I r These drawings are the r I 1 iI ✓ 7 I, r; ✓ t property of stadight a 1 I (; ;! Y s I i I ,' ; Y I j , I — I Homes and are not to be utilzed for construction, or i F r copied in part or in whole I without permission from I f I the buider. 0 202 Homes 1Staftht , I �� , ' I ���IIIIII/�! � i =. SA_VD BY: RIDGE - .= _. 1. r - �_ RIDGE CRICKET PER BUILDER ✓ I .. : 1 I I ".I RIDGE I .I i I ' I RIDGE_ I P i !' y 4" r I eft tif/ i i/) ((�� CRICKET PER BUILDER ,{ -Y I',1 �? CRICKET PER BUILDER I 1 j CRICKET PER BUILDER CRICKET PER - BUILDER i I O , , I r r , y , -I , , i �l 4000 v �i� W Z I t� ;, ✓ �; I 1 a �- a U 1 ;I ✓ ;'; Y r r' ;'I I o 6 �A 5:12 5:12 a �' -----.—.—.—.------ - — ----- ----. — Y' — _ ;ar —--------------.—.—.--.—. --=i— r--- ;;I _ , L1, , I PLAN 1386 ; � PLAN 1386 � PLAN 1386 � PLAN 1386 � PLAN 1386 LOT 59 LOT 60 LOT 61 LOT 62 LOT 63 ELEV AR ELEV K ELEV LR ELEV B ELEV N ROOF PLAN 8-PLEX SHEET NO: 11 = 1'-0' AT 22-K34- LAYOUT 1B- = 1--0' AT 11' X 17- LAYOUT A5. 1 •6 SLL PAN FLASHINS HDIF.4€ OR JAv SILL MR0=T SET SEGOIO PECE IN SEALANT APER FLASHING POVERLAPS THO-P11 FLA5HIN5 Y Cm J m EXTERIOR SEALANT PLANSE r SILL BELOW SHLANT SILL AT SILL i�. Q SHFATHHN6 UQ P.T. DAM BAGI�2 BD. BEHIND TRIM NAIL FIRST NAIL 5EGOND 2,4 PIECE AT TOP PI5GE ON TOP 20 5R TRIM 5/4' TRM W. (Sm HEV) TRIM 94LL TRIM WEATIM RMSTANT ISSUE DATE: 01.16.2023 FOR c�WmrJ FtLL LAP FAGNS U76YP.W. BARRIER+2 REVIEW I T BACKER BD. MATHER r5W0'.-HEATHING V2' MINIP TRIM �ER w I I� REVISIONS: SHEAT HNS BOARD AND SIDING ON BATTEN 5IDINS Fi FWM MAP SLIPS PAPER CORNER BOARD DETAIL JAMB DETAIL WALL 51LL DETAIL STEP I -MECE 5TEP :2 �I Rv1Is TO SEAL MWW POEIRATr01Lri, USEA DV -PI GE METAL PLATE ®D® N 11IIERM SEALAML DeATMB WM AWVE TIENErALPLATESNORDLAPOMTIERAIEMU*MriM6MWWBM MIT=WBESMWBMrA HALL PENETRATION FLASHING DETAIL These drawtlps are the p ap" Nf 6ALVANIi» 20 51,15 MOrnes and are net to be 12 PRE-MAN1F. FASCA DRIP EDSE10FFM FEZ-~• Utilized to OOnSUUI.'tld1, a TR15G in part a in whole DRIP EDGE PRE-MPJLF. DRIP EDSE �copied ALUMINUM FTRUE Rocr Hasa car the bUNda. 02023 2c4 SUB OVER SUB- J CHMM3 ALUMe1M FASCIA OVER S Bl +ASCIA O.H. (5ff ELEV) FA5GIA F FINISH J CHANNEL ALLH MFASCA OVER 5UB FASCIA O.H. (�5"JFASCuJ 2x4 SUB Roo+ t LAST REVISION AUIF4NM SOFFIT(TTP) IRM SOFFITEXTERIOR CHAIaB AWMNJM S J AiN18ALUM EXTERIOR FHNISH RNISH FLAT SOFFIT DETAIL GABLE SOFFIT HARDIE RAKED SOFFIT DETAIL �A�P ROOF D FASCIA DETAIL J HIP ROOF Z.7 r� LL 03 Ci ®, DRYWALL CLIP DETAIL .. 2x4 SUBfMEVV)F pRE44APLF. 6ALVANIi7� 2t4 SUB ���. / l FASCA1RU56 DRIP EDGE FASCIA 2c4 SUB T 21MENSION LOCATION ON FLOOR PLAN O J GALVAWZED PRE~. FAGGA I TO DRYWALL % 1-- DRIP EDGE 4 SYH BD. OR A MINUM FASCIA TRUSS 6ALVANIi7� IIJU fASGAARDE W. TRIM O� 5UB FASCIA 5/4SYNBD. OR DRIP SSEOV6t CHANNEL DJMENSION LOCATIONWALUMINIM SU&FAWAff ELEV. FOR RE DHENSIONU HARDIE BD. IRIM AL UMNLM FASCA 5/4 SYt1 BD. OR HARDIE BD. SLAB PLANXPOS TO SLAB EDE,E C}{ANHg OA (SEE ELEV. fCR OVER 51afAWAA OH. (5ff ELEV. 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SIEAININ6 ROUGH OPE % TEMPORARY TAPE TO HOLD FLAP ROUEH OPENING INSTALL FLEXIBLE INSTALL FLEXIBLE FLA5HIN6 FLASHING CORMS 4' AT WINDOW SILL AT WINDOW SILL SILL MRAP FLASHIArG TEMPORARY TAPE TO HOW FLAP ZWLIE 7 son son TEMPORARY TAPE *FLAP` TO HOLD FLAP LHOUSE WRAP? 51EATNIN6 .LMr FiA5111G Nllm FLAN 0 SLL PLANING wDOYI F7.A5 m METHOD 'MI' OA A WINDOW INSTALLER MILL CUr THE BALDING PAPER AT A 45' ANSLP TO A POINT,' UP AND 4' Our FROM THE UPPER CORNERS OF THE R "OPE INS. WIH" Ii.I5Hm hETHOD 'A -I' O A. INSTALL FI Nli6 ()=M81DIN6 4' BEYOND THE ROU6Fi OPENING NIHM! PLO"" METHOD 'A-P 3 A APPLY A CONTINUOUS BEAD OF SEALANT ON THE BALK SIDE OF THE O WINDOW FLANGE. NGN" PL ASHM MMHOD 'A -I' 4 A. INSTALL J" FLASHIN6 OVER THE WINDOW FLAME ON EACH SIDE. O ON EACH SIDE] B. THIS KILL MAKE A' -LAP' THAT KILL BE USED TO CLOVER THE HEAD FLASHING B. INSTALL THE WINDOW ACCORDING TO THE MANA=AGTURERS B. LON EXTEND THE JAMB ENINS.ItJ6 4' ABOVE THE ROIIGFI OPENING AND 8' EA30W THE RLNI6HH OPENING. IN STEP 6. B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT SPEGIFIGATiONS. EGUAL)G. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS C. INSTALL SILL WRAP 046T COMPLETELY COVER ROUGH OPENING SILL SPECIFICATIONS. ONGLUDING CORNIER SHEDS) OA INSTALL HEM FLASHING OVER THE NNDOW FLANGE. B. EXTEUD THE HEAD FLASHING b' BEYOND THE ROUGH OPEUNG ON EACH SIM (a. �IIILLLJIII�-""'•• �-SLL FLOW FLANK HHXH H.ASFNN6 METHOD 'MP OA A1.OW THE BUILDING PAPS ' -LAP' TO DRAPE OVER THE HEAD FLASHING. WEATHR RESISTANT L COHSTRUGTTON TAPE HDUSEE •ram WRAF7 W" FA611N6 AM FiiW" SILL R ASHM HIRM HiANSE MMON R.Il5H M M MHW 'A -I' OA APPLY HEATHER, RE515TANT TAPE OVER THE 45' ANGLE GUT ON THE BUILDING PAPER. 5. ON IN51DE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDA131-E FOAM Val I NDOH FLASH I NO AND WRAP DETAILS WER AYHEU MUST B: ISTALU D NTH FROM LAPS AND FNOYM ADEGATE PROTECTION FOR OPBINS6 II II DRIP FLASHING MUST BE IMSTALLEDY TO DIVERT WATER I II II I II II w TO PLYWOOD MIN MUM 2' OVERLAP J — — — — L J REQUIRED 805 MET LAP MMMN1 b' AID ff SENM AG WAM Br MINPAC7M BOTTOM SE&M STRIP MIST BE PLACED OVER WBUYHEIT TO ALLOH mxm TO EA: t mxw TO TIE anm sRFA m I— C3 t v w J � C i Q ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These drawings are the prapedyof Starw Hones and are not to be uWtwd for anstruclion, or copied in pad or In whole wmw pemlissan from the builder. 02023 StarW Hlomes LAST REVISION ..�\l+tltilii. r*7 0 D-2 oammsom UPSM6.90ESCHRR EAV Noeffm H=NNP cur mom MAP 50 THAT z P A9NMa FIT5 WO MW k~TAPE EPSM sWBBt9A 'T FLAI NIi6 OVER Tor OF s/4' FARPE W TW LEAVE A V4' 6AF OEBHN T FL.AS" AND SR IND PIANO AS SHOW DO NOT C14LK W WOEmu6N 225 d NPATMC9 Bl wsFAW WSM.WiOWOR WWAIV IRTI N RTRNW cur NOIw ~ SO TINT 2 rLA0MN6 PR9 mm Nave MW TAPE CD6es. AN®tSM r T PL.ASHINS OVER TOP OF S/4' NARDIE W TW LEAVE A IW OW DEMON Z' FLA6NNG AD MW KV AS W WRE W INK W lDLB,9m smut eawmVeATIM STAMM T RMMF NEN2PF&PRI RDTvewWltlWff/rC4 YK r WMMDP WIN — � asa NNuneear—� �f 1lIBtNKKOR � MRLNTOR 2' VAMW 2' ft Ow1011a! 9a'.AAa1N LAP SVW.%M SOW at Bare AND BATTEN 510ING / TRIM AT ELECTRIC METER 80X 510IN6 / TRIM AT CA5 R15ER w9NINF,9wE!DM! —� oR IILWDAaMT®I too" rIRAP ROAM. W wTC4" wromorsom HOSE BD R NINSC MMM.WItW wzmrmwmnm 9Ia6 mcTatm SEATIBG LAPavow, sv4m SORB OR BOARD A D BATTEN cur NOES 14tAP w THAT z PLANING PUS WER NOISE MW TAPE 076M STARTet 9TW z FAINN6 mot TOP OF 5/4' NORM W Im LEAVE AV4 BAP 9ETHM N T FLA5HW AMP SONS FLANK AS SHOW DO NOT CA" 225 d YEAH7t air s/4' HWDE W TRM LAP SOW, SHAM SI000 OR BOARD AND BATTEN LAP SOW, SINIQ Sow BOA® AND BAT OWN an NOISE WAP SO TIM R AS INS rrrs 9mEt NO vaAP TAPE mE $01=! T RAGNM OVER TOP OF! NN" BD TI LEAVE AW BAP BETHM M.AbHr S AND SOM FLANK SHOW OO NOT ON SW NA®E BD 71 LAP 60M, 9642 SOMNB BOAPD AND BAT 9m6saFBaca6m IE uetm. W wrTALK . _ _ _ _ 90TITMOf BOOe6 r RRB16fONITADEt10 QgURHIE OR Fr4mvwLPXLM lBLIBEM! W WWRMWAS 1r00lOE M&W SON 1195 IaBrRRN:vDt W 9M.9INE9NBBt NLYANDINTId 510ING / TRIM AT H05E BIB 9TARTEN ST WF 'T FLAdNN6 LEAVE IW OAF WPEEN STOW AND W R.ASWW DOOM CALK VENT W SDI6,9NE Rwle OR WW AID6UlI 5101NO / TRIM AT HVAC OPENING5 NDB TRASN6 IEMWOWIMMOSMAwT WIG W WrTNLK W WNDEW M scroom SlEA " W 9pB,9FiE Spe (R BOAID Aw BATIBI 510ING / TRIM AT ELECTRICAL OUTLET W WNDEm M!1 F- C3 � v w J � S Q H ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These drawkW are ft I Of Swrw 11mm and are rat to be utilized br NaiISbUC m, or mpied N pad or In whale YR w pwffiw n fmm `"a'"fl'^ Homes LAST REVISION LAST SAVED BY: .. 11111 11 I I D-3 2' TO 4' LAP AT — HORIZONTAL JOINT m "II "II r�� AL 2" TO 4" LAP AT HORIZJO NT°NTI _.4r ATHIN6 II I I I I I I I I I I I II I II II II II I I I I I I I I I I II I II / I I \ I I � 1NGG I I ' / 5HEATHING WRAP I I I I I I 8U1LD1N6 PAPER (BUILDING PAPER I I I I I I ORHOMEW,W) I I I I I I 88.OW BOTTOM I I I I I OF 55FEATHIN6 I / 4' TO 6' LAP AT VERTICAL JOINT \ L \ / ALWAYS MAP \ AROUND CORNERS 12' MIN. SHEATH I NO WRAP OF —TAIL INTERIOR DOOR ROUGH OPENING 51ZIN6 CHART DOOR DOOR GALL ROUGH OPENING ROUGH OPENIN6 DOOR DOOR TYPE 51ZE ON HIDTH DETERMINED BY HEIGHT DETERMINED BY R.O. R.O. SINGLE WIDTH x 6-6 OR INCHES TO THE INCHES TO THE 82-I/2" 96-I/2" DOOR WIDTH x 6-0 WIDTH OF THE HEIGHT OF THE GALL WIDTOORx b-8 WIDTH EQUALS THE ADDING DOUBLE BI-PA55 GALL SIZE WIDTH TO THE HEIGHT OF 63" 99" WIDTH x 6-0 THE GALL SIZE WIDTH x 6-6 ADDING 2 1/2 INCHES ADDING 2 1/2 INGHE5 DOUBLE BALL CATCH OR TO THE WIDTH OF THE TO THE HEIGHT OF 62-1/2" 96-I/2" WIDTH x 6-O GALL 51ZE THE GALL SIZE DOUBLE WITH WIDTH x 6-6 ADDING 3 INCHES TO ADDING 2 1/2 INGHE5 T-A5TRA6AL OR THE: WIDTH OF THE TO THE HEIGHT OF 62-1/2" 96-1/2" WIDTH x 6-0 GALL SIZE THE GALL 51ZE SINGLE POCKET WIDTH x 6-6 ADDING 2 INCHES TO ADDING 3 1/2 INCHES DOOR OR 2x TO THE HE161-17` OF 63-1/2" 99-1/2' WIDTH x 6-0 THE WIDTH OF THE THE GALL 51ZE DOUBLE POCKET WIDTH x 6-8 INCHES TO 4x THE ADDING 5142 INCHES DOOR OR WIDTH OF THE GALL TO THE: H86FIT OF WIDTH x 6-0 1 THE GALL 51ZE n n n n p WIDTH m pp n p n p ADD 2" E UALS Q ADD 2 1/2" ADD 3" 51N&LE �] DOUBLE BI-PASS DOUBLE BALL CATCH F DOUBLE W/ T-ASTR16AL ADD 2" r ADD 113/4' 1ry I I I I ppp I I _ I I ppp GALL GALL Q GALL GALL GALL GALL Q SIZE 51ZE 51ZE 51ZE 5_ I� 51ZE SINGLE POCKET DOUBLE POCKET INT. DOOR ROUO H—OPEN I NO S I Z I NO CHART x C3 *_ v ,J s � x Q H ISSUE DATE: 01.16.2023 FOR REVISIONS: These drawings are the properly of St d#t Homes and are rat to be u � ,or copied Iri part or in whole WIDA pemesaon from the buMa. ® 2023 Sta W Homes a W W 0 sHM No: D-4 t- x 600 AMP SERVICE (4}150 AMP MAIN TENANT BREAKERS / V ENTRANCE RATED (1)-100 AMP MAIN HOUSE PANEL w Jf 1 #1 #2 #3 #4 01 0 HOUSE 0 Q 120 240V 10 1 01 32 CIR 32GR 32 CIR 32 CIR 0MLO MLO MLO MLO 12 CIR MLO PANEL PANEL PANEL PANEL HOUSE ISSUE DATE: PANEL O1 Oft�P 01.16.2023 FOR REVIEW REVISIONS: (2) 3 PVC 7 PVC 2• PVC BY OTHERS (1) #4 CU (1) 94 CU I WIRE BY OTHERS (3) 210 ALUM (3) #1 ALUM I I I I I I I I I I I I Q, These drawings are the 2 GALVRODS #2 Cu I I property of Starlight Homes and are not to be 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 2017 NATIONAL ELECTRICAL CODE. I I \ \ �P �_ without permission from the builder. 0 2023 Starlight Homes LAST REVISION 8-UNIT ELECTRICAL PANEL DIAGRAM I �aS 110i \\\`� I 17 DETAIL 1 2 1' = V-0• AT 27X34• LAYOUT = 1'-0• AT 11• X 17• LAYOUT ASOJ��P I I I I I I Y1M' 7 I " I I LAST SAVED BY: 600 AMP SERVICE / (4)-150 AMP MAIN TENANT BREAKERS ENTRANCE RATED I I I �- 1 #5 06 #7 #6 1 0 0 .11 9t 120 240V 10 32 CIR 32 CIR 32 CIR 32 CIR MLO MILO MUD MLO 0,01 PANEL PANEL PANEL PANEL gNEP 5 0S BOG t0 (2) 3' PVC BY OTHERS WIRE BY OTHERS 2• PVC (1) 04 CU (3) 2/0 ALUM PpJ fL N J W W 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. LE PLUMBING RISER DIAGRAM 3' = 1'-0' AT 27X3d• LAVOUi = 1'-0' AT 11' X 17- LAYOUT 2 GALVRODS #2 CU NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. 8-UNIT ELECTRICAL PANEL DIAGRAM SHEET NO: DETAIL 2 r =1-0• AT 27X34• LAYOUT = V-0• AT 11* X 1T LAYOUT D-5 BUILDING CODE: FLORIDA BUILDING CODE, RESIDENTIAL, TTH EDITION (2020) MINIMUM ROOF LOADBO: TOP CHORD LIVE LOAD: LESS THAN 4112 PITCH 20 PSF 4112 PITCH OR GREATER_16 PSF TOP CHORD DEAD LOAD: METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAY TILE 15 PSF (REFER TO NOTE 1) 1. BUILDER SHALL VERIFY WITH ROOF COVERING MANUFACTURER'S WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRS/SWING DOOR 30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC IW7.1 BOTTOM CHORD DEAD LOAD 10 PSF MINIMUM FLOOR LOADINQ TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING RO0MS_60 PSF STAIRS 40 PSF DECKS 40 PSF BALCONIES (LESS THAN 100 SF)____PO PSF BALCONIES 10UPSF 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 23024NCH OSB SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 21INCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION, BOTTOM CHORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD 5 PSF GUARDS AND HANDRAILS: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 2D0 LBS IN -FILL COMPONENTS 50 PLF ROOF RAFTERS/TRUSSES LIVE LOAD L / 240 TOTALLOAD L/240 FLOOR JOISTSRRUSSES LIVE LOAD L/ 3W(REFER TO NOTE 3) TOTALLOAD L 1240 (REFER TO NOTE 3) 3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S WRITTEN SPECIFICATIONS. FOR TILE FLOORING, REFER TO THE TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS WIND LOADS WITH PLASTER OR STUCCO FINISH L 1360 WIND LOADS WITH OTHER BRITTLE FINISHES L 1240 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 TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 2C 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/240: 0.2D'MAX DIFFERENTIAL DEFLECTION TOTALLOAD L/180: 0.27'MAX DIFFERENTIAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L 1360: 0.13' MAX DIFFERENTIAL DEFLECTION TOTALLOAD L/240: 0.20'MAX DIFFERENTIAL DEFLECTION A.B. ANCHOR BOLT AC AIR CONDITIONER INT. INTERIOR A.F.F ABOVE FINISHED FLOOR MAX. MAXIMUM A.H.U. MR41ANDLER 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 I SQUARE INCH BRG. BEARING NO. NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE 6 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 DIP, DIAMETER PSI POUNDS PER SQUARE INCH EA. EACH P.T. PRESSURE TREATED ELEC ELECTRICAL RED'D 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 SQ. FT. SQUARE FOOT I FEET FND. FOUNDATION SUB SUBCONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT/FEET TCDL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD F.V. FIELD VERIFY T.O.M. TOP OF MASONRY GALV. GALVANIZED T.O.W. TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYP_ TYPICAL GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL MGT. HEIGHT WI WITH HORIZ. HORIZONTAL W WF WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND DESIGN CRITERIA WIND CODE: ASCE 7-16. MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, Ah EDITION (2020) RD DESIGN RED RISK CATEGORY BUILDING TYPE yB WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 Inph WIND EXPOSURE C ENO OSURECLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18 MAXIMUM MEAN ROOF HEIGHT 30 M VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 PSI 10"E4 a 4 FEET FROM ALL EXTERIOR COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE PRESSURES (PSF) ZONE PRESSURES (PSF) 0-198 +29.2 -31.7 +29.2 -39.1 20 - 49 R1 +27.9 -30.4 -27.9 -36.5 50-99It, +26.2 -28.7 +26.2 -33.0 100 -19981 +24.9 -11.1 +24.9 -30.4 200+tt1 +235 -26.0 +23.5 -27.8 T-0' x W-17 GARAGE DOOR +25.7 -29.1 7'-0' x 1V-0' GARAGE DOOR +24.6 -27.5 SOFFIT PRESSURES +29.2 -39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1.67 TO CONVERT TO ULTIMATE WIND PRESSURES. ROOF SHEATHING AND NAILING a SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: ROOF PITCH MINIMUM EAVE/RIDGE INTERIOR ALTERNATE EAVE/RIDGE INTERIOR 3 w SPAN MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING b 0 w0 RATING THICKNESS TYPE (EDGE/FIELD) (EDGE I FIELD) TYPE (EDGE/FIELD) (EDGE/FIELD) 4112&LESS 32/16 15/32' RSRS-01 6/6 6/6 0.131"x3' 4/6 6/6 GREAT& GREATER 24/16 7/16" RSRS-01 6/6 6/6 0.131"x3' 4/6 6/6 RECOMMENDED 40120 19/32" flSRS-03a 6/6 6/6 0.131'x 3' 4/6 6/6 w w0 (ALL PITCHES) RSRS/ F� ALTERNATIVE 32/16 15/32" RSRS-01 6/6 6/6 0.131"x3" 4/6 616 (IF PERMITTED) "NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC-R SECTION R301.1 AND DOES NOT MATCH THOSE OUTLINED IN SECTION R803.2. CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS, 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 2C O.C. 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH LESS THAN OR EQUAL TO 4 / 12, THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE STRUCTURE. S. THE'EAVE I RIDGE'ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS. 6. EDGE= NAIL SPACING ALONG PANEL EDGES. 7. FIELD= NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. 8. RSRS-01,RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING THE SPECIFICATIONS IN ASTM F1667. S. 0.131' 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. TeE 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. GABLE END SHEATHING: 1. MINIMUM EXTERIOR EXPOSURE i APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24116. AND A MINIMUM THICKNESS OF 7116' OSB OR PLYWOOD (MINIMUM 3fLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAY BE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL NTH (I) -ROW 0.131'x 2-117 NAILS AT 3" O.C. AT EDGES, AND 6" O.C. IN THE FIELD. INSTALL MIN. 2x4 SYPM2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL WFIO FOR MORE INFORMATION. FASTENERS: REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131' x 2.12" OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT-D PPED ZINC -COATED GALVANIZED STEEL. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A153. APA RATED SHEATHING NOTE: SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE 2x4 SYP 02, NAILED AT EACH END WITH (3)- 0.131" x 3" TOE -NAILS. INTERIOR ZONE EAVE/RIDGE ZONE ✓�"{k {ly"`�' a FEET FROM ALL EAVES AND RIDGES PER FBC-R301.2(7) a V STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ HEAD DIAMETER LENGTH Sd 0.131'x2} .281' 10d 0.148" x 3' .317 .131"x3'GUN NAIL 0.131'x3' .281" 12d&led SINKER 0.148"x3} .317 16,1 0.167 x 3? .344' (RSRS-01) RING SHANK 0.113-x 21' .281' (RSRS-03)RINGSHANK 0.131'x2} .281' (RSRS-04)RING SHANK 0.12D'x 3' .281' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS RED. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER ITS BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1667. SHEET SHEET TITLE o a S1 STRUCTURALCOVER LL U w o 4���11i11it S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S5 FIRST FLOOR FRAMING PLAN Nua S5.1 FIRST FLOOR FRAMING PLAN lot S6 I MODEL PW1 U373 WALL ASSEMBLY PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY SDWC SDWC DETAILS SDWF SDWF DETAILS WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES INUMBER I DATE I DESCRIPTION I INITIALS 1�- 1 1 2/27/2023 1 CREATED 8-UNIT BUILDING TYPE W PER TYTH-BLDG 3 (BFS) DP 0 APPLIED ARCH UPDATED 8-UNIT BUILDING TYPE W REVISING PATIO q 2 9/5Y2023 TO 4'-0" PER TYTH-BLDG 15 OP 4D N M C m C �4. x0x1 c 319 t-}QN - Uj O M U,IL = aZ3 - I 0 M LU Z O' W D 5 STRtICT: JV >� tx CHECK CC O w JOB No. STAR-18155 2 SCALE: AS INDICATED w wrE: ttro7rm23 S1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95%OF MAX DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMRETREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A615: AREFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40. U.N.O. BAEFER TO DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND GRADE. C.REFER TO LINTEL PLAN FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE AND GRADE. 2. REQUIRED LAP SPLICES SHALL BE AS DEFINED IN TABLE BELOW. TABLE MDW REDD LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL QNCHES) GRADE40 GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 'A' 'B' 'C' 'D' 'A' 'B' 'C 'D' MASONRY 'D' CONCRETE 93 2-1W 4-12'$7,r 15' 2-114' 4-1? 6' 15' 18' #4 3' 6" 3' 6- 6- 20- 24' #5 33/4' 7-12'33/4' �3� 7-112- 6- 25- 30' #6 4-12' 9' 4-12' 9' 6- 40' 36' #7 S-im- 1012'41 S1/4' 1612' T 53' S3' U #q.2%%' 3* N5: #6=3' #7=3)4 4;7, 9• LAP SPLICE STANDARD98'NOOK BrANOARD 1W HOOK CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 25DO PSI, A SLUMP OF 6' PLUS OR MINUS I-, AND HAVE 2 TO 4%AIR ENTRAINMENT, AND A MAXIMUM WATERICEMENT RATIO OF 0.58. 2. WELDED W RE FABRIC SHALL CONFORM TO ASTM A4B5 FOR BX6XW1 AXW1.4 VWJF SHALL BE LAPPED AT LEAST Or & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE WTIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WNJF. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WTH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,' ACI 301. 4. FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WTH A STANDARD SD�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 W OF THE SLAB. MASONRY WALL CONSTRUCTION 1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90, SHALL BE NORMAL WEIGHT, SHALL BE LAID IN RUNNING BOND. AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH If.) OF 2000 PSI AS DETERMINED BY THE UNIT STRENGTH METHOD. 2. MORTAR SHALL BE TYPE M OR S. CONFORMING TO ASTM C270 3. GROUT SHALL CONFORM TO ASTM C476. COARSE GROUT SMALL BE UTILIZED WTH A MAXIMUM AGGREGATE SIZE OF 3464NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, USE OF 9GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. S. SHOULD AREAS OF STACK BOND EXIST, UTILIZE 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED. 6. VERTICAL REINFORCEMENT SHALL BE PLACED AS NOTED ON THE DOWEL PLACEMENT PLAN WITHIN CELLS FILLED WITH COARSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP AND BOTTOM AND MAXIMUM S-0' U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL; USE REBAR POSITIONERS IN MIDDLE OF WALL. 7. NO NONSTRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS. 8. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W MIN. 16 GA. TIES SUCH THAT DISPLACEMENT WLL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION. S. VERTICAL REINFORCMENT SHALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 90-DEGREE HOOK INTO THE FOOTING REINFORCEMENT. 10. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. 11. EXCEPT AS SPECIFICALLY NOTED THIS PLAN, THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS 802-16). 12. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES -1/4' TO t 12' 14. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR M DAYS. PER CODE ACI 318, LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2X P.T. ATTACHED TO CMU W MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL W/ MIN. 1-1/4' EMBEDMENT OR 1/4' TAPCON W MIN. 1-1 r7 EMBEDMENT @ IS' O.C. MEASURED VERTICALLY AND 4' FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR 0 MAX 24' O.C. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC'NATK)NAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF02 OR SPFi1/02 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED 'N.A/No2' BY NLGA. OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED *No 7 BY SPIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED'No. 7 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#1 092 OR SYP#2 OR BETTER U.N.O. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. S. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1' DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1' IN CIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACO-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SOX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WTH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16. TRUSS SPACING SHALL BE 24' O.C. MAX UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' 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 2x4 SYP No. 2 BLOCKING WITH (2y 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 JOISTRRUSS 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 SMALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING TO BE 3W PLYWOOD MIN. OR 2302" OSS 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 171N 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=IYMPSI E=2.0 MPSI E=1.5 MPSI FBY=2100 PSI F8=2850 FB=3000 FB=2200 Fax =2.100 PSI FT=1650 FT=1700 FT=1500 FOR = 1,700 PSI FC Il= 3000 FC II= 3000 FC II= 2100 FC_=450 FC_=900 FC_=450 FV=285 FV=285 FV=150 CEILING CONSTRUCTION 1. USE 12' CEILING OR SAG RESISTANT BOARD FOR 24' O.C. FRAMING U.N.O. 2.5R' TYPE'X' GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS /DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS'SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 124NCH (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, ANO NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING, 2. WOOD TREATED WTH ACO-C OR ACO-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WTH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 1. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A LICENSED ENGINEERS SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN A.ALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING A SPECIFIC GRAVITY (G) OF AT LEAST 0.50 B. THE TRUSS DESIGNISVSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGNSYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS, 2. THE TRUSS MANUFACTURER SMALL VERIFY TRUSS GEOMETRY WITH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED. 4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE, AND LAYOUT. 5. JOBSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WITH THE CURRENT EDITION OF SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSIF 6. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WITH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEDULE. T 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: NAILBLOCKINGTO TRUSS TOP CHORD W/ (2)-ROWS 0.131' X 3' NAILS AT 12- O.C. STAGGERED 8'. BEGINNING 4' FROM EA- END. B. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL BLOCKING AT 24' O.C. AND NAIL TO TRUSS TOP CHORDS W/(3).0.131' x 3' TOENAILS OR FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. C. PLYWOOD EDGES AT RIDGES REQUIRE BLOCKING W (3)- 0.131' x 3' TOE44AILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS 'X'BRACING: MIN 2X4 SYP 02 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/(3)-O.131-X3- NAILS. SPACE'X- BRACING ALONG TRUSS SPAN a 10'-0-MAX AND EQUALLY SPACED FROM END OF TRUSS.'X' BRACING TO START 20'4T MAX FROM 01 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE SCSI-133 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2x4 SPF 02 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0' O.C. MAX VON 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 124-) PLUS 8' MIN PAST BOTTOM CHORD. 12. INSTALL PERMANENT 2x CONTINUOUS LATERAL RESTRAINT (CLR) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSIA3. ('T-BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN SCSI-B3). 13. AT RAISED HEEL TRUSSES, 2K4 SYP 02 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 0.131' x 3' TOE -NAILS REO'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 17 TALL: 2X4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W (2) 0.131' x 3' NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER SCSIS3. 15, IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL, AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED WOUT WRITTEN APPROVAL FROM MOD. 16. IF DESIGN DOCUMENTS INDICATE THAT AN A/O UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE AO UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. REFER TO DETAIL T801 THIS SHEET. PER CURRENT EDITION FBC- 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 REMOVAL OF THE LARGEST APPLIANCE BUT TRUSS/PLAN ORIENTATION NOT LESS THAN 30' HIGH AND 22' W DE. A LEVEL AT NR HANDLER UNIT SERVICE SPACE NOT LESS THAN 3P DEEP AND 30' DIFFERS THAN INDICATED 1! WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE THIS DETAIL APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED 12 INFORMATION NOT COVERED ON DETAIL SEE ROOF SHEATHING PLAN ATTACH PER NAILING SCHEDULE 27 MIN. GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER UNIT OR S2.4 #2 SYP RAT RUN YSTEM SHALL PROVIDED TOP AND BOTTOM MIN AO 2 / / BY MECHANICAL LOBAYSPAST LOCATION. MIN (3) BAY CONTRACTOR OR PVY/(2)0162'x OTHERS, NOT BY MCD L3-12' NAILS TO EACH TRUSS. TYP EACH SIDE STANDARD TRUSS BOTTOM CHORD / 1 °U I 1 A/C IN TRUSSES 3/4'=1'-0' FIELD REPAIR NOTES I. OMnIED REBAR DRILL A 3/4' 0 HOLE MIN. W DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL 05 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR Ea. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE W COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30' MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. SFRAPSICONIECTOR suesTrrunON THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIR CONSTRUCTION 2XIZS MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x17S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SIRSTRU110N WOOD STUDS MAY BE SUBBED W METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J41OLT -12' ALL THREAD ROD .12". 7 SQ. WASHER DRILL & EPDXY w/ SIMPSON SET-XP EPDXY WITH MIN. T EMBEDMENT. -1/Ix8' SIMPSON TITEN HD THREADED ANCHORS W LBP12 WASHER MAY BE USED ILO 10 J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TRENS 6. MORTAR JOINTS FOR BED JOINTS 10-1', GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REO'D) FOR HEAD JOINTS GREATER THAN 3/4-, GROUT FILL CELL IN BLOCK AFFECTED ON EASIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 V (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WAN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT RED'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. OVH FV1,101NG CMU WALL -FOR CMU OVERHANGING FOUNDATION <12', NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM H2'-1-1/8', GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-19r, CONTACT FOR FOR REPAIRS, STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, PY = 50 KSI FU = 65KSI - TUBE STEEL (HSS): ASTM A500 GRADE B. FV = 42 KSI - PIPE STEEL: ASTM A53, GRADES. FV = 35 KSI - ALL OTHER STRUCTURAL & MISC. STEEL: ASTM ASS, FY = 38 KSI 2. STRUCTURAL STEEL CONNECTIONS: ALL BOLT CONNECTIONS SHALL BE AT'SNUG-TIGHT' CONDITION AS DEFINED IN AISC 380, - BOLTS USED IN STEEL CONNECTIONS: A325 U.N.O. - ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE 38 - BOLTS SMALLER THAN 5W DIA.: A307 ALL SHOP AND FIELD WELDS TO USE E7OXX ELECTRODE 3. STEEL SHOP DRAWINGS TO BE PROVIDED TO ECR 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. B A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WTH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE TRAT AN AO 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 AO LOCATION. MEANS OF NC SUPPORT SHALL BE BY OTHERS L STANDARD TRUSS TOP CHORD VARIES OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 20 #2 SYP CROSS BRACING (AT 45') W (3) OA 4T x 31N' NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REQO FOR LEVEL WORKING SURFACE `��►11111I!/�� 0 i /5 N W Z NJ 1..1� U N0 CK W W Q TH ST =U JV DL CIIEtlC CC O w JOB No. STAR-18155 r SGLE: AS INDICATED wDATE: 11ro]2023 S1.1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1386-OR 1 1387-KR' 1388-M ' 1387-AR' 1386-K ' 1386-LR' 1387-B ' 138" BUILDING KEY INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT FOUNDATION NOTES: 1. PROVIDE MIN.6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS M SE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. W AND SEALED. REFER TO FBC-R CURRENT BOTCH SECTION R5(X].3 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2 p120W0E S1Q'1HICK35W PSICONC. SLABWBx8MW1.4 AWELDEDWIRE RECESSDETAIL. INSWING DOORS WITH NO COVER FABRICCAMIF), PLACED IN MIDDLE TO UPPER IM OF SLAB DEPTH OVER REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO W . MEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT W MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOM SILLS. INSW NG DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. KMIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS RECT) &CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. INSWING DOORS WIIII NOCOVER REOUIREA RECESS 4, EXTERIOR SLABS SMALL SLOPE 11W MR FOOTAWAY FRO)A HOUSE. S. CONTROL JOINTS (IF SHOWNI ARE NOT REOD SYCOOE BUT ARE SUGGEST" (ESPECIALLY MEN USING FIBER REINF. GONG) CONTROL JONTS 1O BE CUT A DEPTH OF IW OF THE THICKNESS OF THE SLAB. FILL CUT WAFFLE JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. AMP, A� S. MECHANICAL EQUIP. CWILL LL BE DETERMINED BY +A\� co&BAurrm&courUNTYm CODES. •� 7. FOUNDATIONS AND SUPPORTS FOR OUTDOM MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3• ABOVE THE FINISHED GRADE „ i W AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION �r INSTRUCTKNIB. S. NO WOOD STAKES PERMITTED IN FOUNDATION. 'mow S. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED SEE SHEET 53 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATgSEE 10. SEE DETAIL TABLE MOOR ON SI.I FOR REQUIRED STEEL SENDS AN � DTLREQUIRED SPLICE. 03ORMATI0ON 39 MR STANDARD FOOTING STEP D CORNER DOWIJ AND CORNER INFORMATION. t tt. ANYEQUIPMENTAND/ APPLIANCESHALAWANIGNITIONSOU BE ELEVATED A MIN OF 15•. CONTRACTOR TO PROVIDE SUCH PlA W EITHER MASONRY OR WOOD CONSTRUCTION 12. ASSUMEDALLOWABLE SOIL BEARING PRESSUREAFTERCOMPAC1gN: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROTECT DO NOT MEETOR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFK:ATION OF FOUNDATION ' DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND C ESNE SOILS, COMPACTED IN 17 LIFTS TO AT LEAST 85%OF MAX DRY DENSm AS i DETERMINED BY ASTM - D1557 (MODIFIED PROCTOR). THE FOUNDATION SIZES INOICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPAGITYOF 2000 PSF. 13. RENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REG WEDCOURSES FOR STEMWALL FOUNDATION. SEE STEMWALLCHART FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF AC PAD i STEMWALI I. IF CHART IS NOT PROVIDED, CONTACT FOR TO REVIEW AND PROVIDE 14. IF STEM WALL IS REQUIRED TO SE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL WHEWLE -STQP- ,,,.,.,,,,, CONTACT E.O.R. PRIOR TOCONSTRUCTION 15. ALL FOUNDATION RAGS WHERE SHOWN ON THE SELOW FOOTING F 7 SCHEDULE SHALL BE INSTALLED WHERE THEDEPIHOFTHE S3 FOOTINGWILL BE MEASURED FROM THE LOWESTSLABELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY SE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONSA RLOCATIONS. COMTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REOUIREMENTS ARE MET. 18. FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SLAB. FOOTING SCHEDULE 12"112"x17 dP w185E EQUALLY SPACED EA. O WAYMIN.SHORQ.CLEARANCEBETWEEN MIN (2)85 E.W. BARS & S MIN. COVER TO EDGE OF CONC. 1Z 26'Y17 dP w/851 EQUALLY SPACED EA, 24" SIDE@w O.C.& MIN 1A WAY MIN. 7 HORR. CLEARANCE BETWEEN (3) 85 PARALLEL T017 BARS& T MIN. COVER TO EDGE OF CONIC, SIDE O.G. 24124' 17dp*1! *EQUALLY SPACED EA O WAY MIN. 7 NOR 0. CLEARANCE BETWEEN MIN (3)85 E.W. BARS & 3• MIN. COVER TO EDGE OF CONIC. 28t 17 dP w/1115" EQUALLY SPACED EA 2.3 WAY MIN.7 HORO. CLEARANCE BETWEEN MIN (4) 8 5 E.W. BARS & 3• MIN. COVER TO EDGE OF CONIC. 30'13 17 dp 1111151 EQUALLY SPACED EA, 2.5 WAYMIN.2- ORQ. CLEARANCE BETWEEN MIN (4)05 E.W. BARS & 3• MIN. COVER TO EDGE OF CONIC. 3, x37x17 dP w/81e EQUALLY SPACED EA 2.6 WAYMIN.7 HORQ.CLEARANCE BETWEEN MIN (5)85 E.W. BARS & 3• MIN. COVER TO EDGE OFCONC. 36'x3 17 dP w/ 1Ss EQUALLY SPACED EA O WAYMIN.7 HORIZ.CLEARANCE BETWEEN MIN (5)05 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 47142'x17 dp w/ 85A EQUALLY SPACED EA, 3.5 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (6)05 E.W. BARB & 3• MIN. COVER TO EDGE OF CONC, 47142t 16• dP w/ 85A EQUALLY SPACED EA, WAYMIN.7 HORQ. CLEARANCE BETWEEN MIN (6)05 E.W. BARS & 7 MIN. COVER TO EDGE OF CONC. 48Y48Y17 dP w/85A EQUALLY SPACED EA. O WAYMIN.7 HORIZ.CLEARANCEBETWEEN MIN (1)05EW. BARS & 7 MIN. COVER TO EDGE OF CONC. 4B'x4Bk16• dP w/85'A EQUALLY SPACED EA, 4A WAY MIN. 7 MORO. CLEARANCE BETWEEN MIN(7)85E.W. BARS & 3• MIN. COVER TO EDGEOF., 4 4&'k2P dP w/ 85A "DUALLY SPACED M. 4B WAYMIN.7 ORR. CLEARANCE BETWEEN MIN(8)05 E.W. BARS & 3• MIN. COVER TO EDGE OF CONC. 57x57x17 dp w/SSA EQUALLY SPACED EA. 6.3 WAYMIN.2 HORQ. CLEARANCE BETWEEN MIN (7)05 E.W. BARS & T MIN. COVER TO EDGE OFCONC. 54"x54'Yt6" dP wA15'A EQUALLY SPACED EA 4.5 WAY MIN. 7 HORQ. CLEARANCE BETWEEN MIN (8)85 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 54154111 dp wd)5'A EQUALLY SPACED EA 5 ® WAY MIN. 7 HOR a. CLEARANCE BETWEEN MIN (B)85 E.W. BARS & X MIN. COVER TO EDGE OF CONIC. 60'W6R1 w dp,J WA EQUALLY SPACED EA O WAY MIN 7 HORQ. CLEARANCE BETWEEN MIN (H) 8 5 E.W. BARS & T MIN. COVER TO EDGE OF COMIC. BB'x68Y18" dp wp * EQUALLY SPACED EA 5.5 WAY MIN. 3• HORIZ. CLEARANCE BETWEEN MIN n 0)85 E.W. 1A,)` 111111',1,i Zo V C ^J I..L F � O 2 .j Q W Z 21 gt I- O W LL W T it M o 04 M. 4 C 4. h p STRUCTORALENG' TH 41 DRAFlINO: w a 41RUCT: N j CHECK: CC J Q STAR-18155 V! w SQ1LE: AS INDICATED r Z � DATE: 11/072023 FOUNDATION PLAN 1386-OR LOT 56 1387-KR LOT 57 1386-M LOT 58 1386-AR LOT 59 114'tV-V' 1. g S2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 13S&M 11387-AR 11386K N 1386-LR I 1387-8 I 1386-N 20'-0- (2-STORY FTG) 20'-0" (2-STORY FTG) 2UO' (2-STORY FTG) 19'-1 D' (2-STORY FTG) 5 12' 91S 12" IV-(r 5 12' 101-0' 91S 10 51 rI 91S 12" 101-V W-6 12' 101-0' 310 I I I FOB 3 I F I I FOB 1ilf- F 3 F J LL 4 A C PAD A C PAD FOB FOB - FOR 3 FOB FOB al e I F� ,u 53 AIC PAD I I A!C PAD FOB n@ r _I F � II 3 �I ---I- I I- I I S3 2.6 I 6 I 3'-1' 3.6 TS 3/4' 2.6 ......-...._..-.. I r-- -_-- ---, (SIN. EXEERIOR I SLAB ADJACENT I I I I I I (SIN. EXTERIOR I I I I TO FOOTING) u,1 } I I I SLAB ADJACENT I I I I I I I TO FOOTING) I 11 I 3'-101/4" W-13M' I I I 16-13/4' T-101/4' 3'-101/d' 16-1314' I I 3'-101/d15'-113/4' Imo- I9.(r 31/P THICK ON I SLAB WELDED WIRE 1 FABRIC OR FIBER MESH FIN. FLR. I 312' THICK CONC. S SLAB W WELDED WIRE I - FABRIC OR FIBER MESH I Imo- SI- S SLAB FABRAS I THICK CONC. I WIVVELDED WIRE I OR FIBER MESH I 3-12' SLABW I FABRIC 0-- I I THICK CONC. WELDED WIRE I OR FIBER MESH ; -- AS IATIONDNOTES #2 I FOUNDAS ,-_ -_ I... CATED IN FOUNDAS IATION NOTES 82 I I -- I I '- �CJ I! 7( a�'�;� INIC ( FOUNDATION I I CA I_ I CJ FOUNDATION INDICATED IN NOTES#2 S S + r I 9'-102' '-0" 2 1 I :w'I14, I ` S 'JI I °^ �1 f, l � .... ....... . I :. 1 I ........ - ............... 4 _. \ S3 ... I I G - Ie ,T s , - - I _ _ LL IB I I 10'-712 I I I 3 .� Rl- 10'-7 12 _ 10- T 71?9 I fiS' 812 12 Po3 r _..-._..'� '4- 3 �0-712_�_ F 3 - I UI, F I I L- ��G u �- 3 §LL -_ 2 2 B'-0- 2 F 2 8412' �§LL -- FOB 3 4.3 2 F 53 641? 2 2 2 S`4r 2 F S 6-410 2 2 2 8'-0' T-1 IN' y 1'-1 3/w 4J V-3- (2-STORY FTG) v.9 mr 1'-11 12' 11'A' (2-STORY FTG) 1'-11 10 1--9 12' 11'49-(2STORY FTG) 8 3/4- 1'-1 3/4' 8'S' (2-STORY FTG) 1'-1 3M' 8 3M• 1'S 81S' (2-STORY FTG) 12' 1'-11 12' 11'9' (2STORY FTG) 81/4' TS 1!P (2-STORY FTG) 1'812' 1'S 12' 11'-7- (2STORY FTG) INSMNG DOOR RECESS NOTE: FOUNDATION NOTES: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR)DO NOT I. PROVIDE MIN.6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. r AND SEALED. REFER TO FBC-R CURRENT EDMON SECTION RS0623 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2 PROMME i2'THICK25 MICONC.SLABW6161W1.41W.4WELMDWRE RECESSOETAIL. INSWING DOORS WITH NO COVER FABRIC(W60R, PLACED IN MIDDLE TO UPPER 15OF SLAB DEPTH OVER REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO NWF, WHEN FISER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3, CONSULT W MAN. SPECIFICATIONS MI R M POURING OR RECESSING DOOR SILLS. INSWNG DOORS WTH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) GO NOT NEED A RECESS AT SL-. IF MN COVER 6 NOT MET IN ANY DIRECTION, A RECESS IS REO-D & CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. tNSWNG DOORS WITH NO COVER REQUIRE A RECESS 4, EXTERIOR SLABS SHALL BLOM IA' PER FOOT YFROM HOUSE. 5, CONTROL JOINTS (IF SHOWN) ME NOT REM BY CODE BUT ME SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. GONG) CONTROL JOINTS TO SE SAW CUT A DEPTH OF IIC OF THE THICKNESS OF THE SLAB. FILL CUT WAPPROVED 1 JOINT MATERIAL OR USE ALTERNATE APPROVED MEnIOD. r S. MECHANICAL EQUIP. LOCATIONS WLL BE DETERMINED BY y; COMMUNITY & COUNTYCODES. .� 7. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANCAL SYSTEMS SHALL BE RAISED AT LEAST T ABOVE THE FRIISHED GRADE AND SHALL ALSO CONFORM TO THE MMUFACTURER'S INSTALLATIM INSTRUCTIONS. •� 6. NO WOOD STAKES PERMITTED IN FOUNDATION. 9. PEN DING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED SEE SHEET 53 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 10. SEE DETAIL TMLE MM ON S1.I MR REGURtED STEEL MNW MD LAP SPLICE. SEE DTL MF09ANDMF10ON 53FORSTMDARDFOOTINGSTEP DOVM AND CORNER INFORMATION. A 11, MY EQUIPMENT MDIOR APPLIANCES HAVING M IGNMON SOURC BE ELEVATED A MIN OF IW. CONTRACTOR TO PROVIDE SUCH PLATFORM W EITHER MASONRY OR WOOD CONSTRUCTION 12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION:­ja REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEETM EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUN WTION DESIGN. SOIL TO BE FREE OF ORGANIC INTERN! AND COHESIVE SOILS, COMPACTEDIN12'LIFTSTOATLEAST95%OFMARLDRYDENSI M DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR ). TXE FOUNDATION SUES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNEDFORAMINIMUMSOILBEARINGCMACIT'OF2 PSF. 13. PEN DING SITE CONDITIONS, IFSTEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALLFOUNDATION.SEESTEMNNLLCHMT FOR REQUIRED REINFORCEMENT AND FOOTING SQES PENDING OEM OF STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REVIEW MD PROVIDE 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER TNAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -48TOP- CAHTACT E.O.R. PR10R 10 CONSTRUCTION IS. ALL FOUNDATION PAW WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL REINSTALLED WHERE THE DEPTH OF THE FOOTING WLL SE MEASURED FROM THE LOWESTSLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONSMD RENFORCEMENT REGUIREMENTSAREMET. 16. FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SLAB. FOOTING SCHEDULE 121 O O MIN-- ORI .CUEM CIE BETEDE0. WAY &TMI .COVEEARANCEBETWEEN BARS & 3' MIN. COVER TO EDGE OFCONC. MIN (2)#SE.W. O 1212411 r tlp W1 JK1 EQUALLY SPACED EA. 24'SIDE �3'O.C.BMIN O MI 1A WAY MIN. 7 HORU. CLEARANCE BETWEEN 2) MBPARALLE'j' w BARS & T MIN. COVER TO EDGE OFCONC. SIDE O.C21N. dp w/O. O CEQUALLYSPACEDEA. WAYMN. WAYMIN. 7IN.CO CLEARANCE BETWEEN MIN (3)05E.W. w BANS b 3' MIN. COVER TO EDGE OFCONC. 261 1741w/ #5'. EQUALLY SPAMD EA Q3 WAY MIN.? HORQ. CLEARANCE BETWEEN MIN (4) R 5 E.W BARS& T MIN. COVER TO EDGE OF CONC. K 3O13D11r tlp w/ #6. EQUALLY SPACED EA QS WAYMIN.?HORQ.CLEMANCE BETWEEN MIN(4)#SE.W. p BARS& 7 MIN. COVER TO EDGE OF CONC. y 32'132Y17 dp WI01, EQUALLY SPACED EA WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN(5)#5E.W O BARS & 3' MIN. COVER TO EDGE OF OONC. O 3613fi117 tlp w/#B. EQUALLY SPACED EA WAYMINrHCRQCLEARANCEBETWEEN BARS &TMIN. COVER TO EDGE OF CONC. MIN (5)#5 E.W. U<U O 42N47k17 dp W/ #5. EQUALLY SPACED EA 3.5 WAYMIN.?HOIiUCLEARMCEBETWEEN MIN (6)#5E.W. BARS &3'MIN. COVER TO EDGE OFCONC. 2 ® 42N47 16' tlp W#11 EQUALLY SPACED EA WAY MIN. r HORQ. CLEARANCE BETWEEN MIN (6)#5E.W. BARS & 7 MIN. COVER TO EDGE OF CONC. w O 4 AYMI. H F#51EQUALLYSPACEDEA WAYMIN.2'HORR. CLEARANCE BETWEEN Z MIN (7)#5E W. p BARS & 3' MIN. COVER TO EDGE OFCONC. 0: 66146116 dp W IT, EQUALLY SPACED EA U IA WAYMIN.?HORQ.CLEMMCEBETWEEN MIN (/)#5E.W. Q BARS & 7 MIN. COVER TO EDGE OF CONC. 2 48146121 dp Il 1 EQUALLY SPACED EA w 4B WAY MIN 7 HMO. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS &3-MIN. COVER TO EDGE OF CONC. O 5715711r dp w/#6. EQUALLY SPACED EA 1.3 WAY MIN 7 HORU CLEARANCE BETWEEN BARB&T MIN COVER TO EDGE OF CONC. MIN (7) # 5 E.W i _ 5415,1116" dp w/1161 EQUALLY SPACED EA. 4 4.5 WAY MIN. r HORQ. CLEARANCE BETWEEN MIN (8)#5 E.W. O BARS &3'MIN, COVER TO EDGE OFOONC. 54N5 N24' dp,N ,EQUALLY SPACED EA. Z ® WAYMIN r HMO. CLEARANCE BETWEEN MIN (9)#5E.W. BARS b 3' MIN. COVER TO EDGE OF OONC. W8 xIS' dp wMr, EQUALLY SPACED EA O60 WAY MIN. r HORU. CLEARANCE BETWEEN MIN (9)#5 E.W. O BARS& 3. MIN. COVER TOEWEOF CONC. F 6B188t1B dp w/#Bs EQUALLY SPACED EA 5.5 WAY MIN. 7HORQ. CLEARANCE BETWEEN MIN (10)05 E.W. 2 BARS&3' MIN. COVER TO EDGE OFCONC. 0 O w 0 0 U K 3 i 0 FOUNDATION PLAN 1386-K LOT 60 1386-LR LOT 61 1386-B LOT 62 1386-N LOT 63 1,4"=1' 0" 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. %ruu 1Uf 1,�4 W y� y P Z Nti US O� 4� Z �? o cog O Z N ' Z�Z';� 0 OU O �3 9§ LL �� 0 0) Z ro _ 1A C 7 V X m J - 00 U) t-a3 - 0 aW0 STRUCT: JV OC CHEq(: CC w JDB No. STAR-181% r 6CAlE: AS INDICATED S2.1 2. BEARING WALL PER EXTERIOR WALL 2x BEARING WALL PER EXTERIOR WALL IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF 2x BRG WALL PER PLAN SHEATHING PER PLAN. PLAN SHEATHING PER PLAN. HOLD NON BRG WALL ABOVE- WALL SO BASEBOARD IS BEARING/ FOOTER SEE DETAIL WF70/SD4 SEE DETAIL WF10/SD4 BACK SO BASEBOARD PN AND BEARING LA 2x P.T. BOTTOM PLATE ANCHOR TO HAVE MIN. SITTING ON WALL SCHEDULE N IS SITTING 2x P.T. BOTTOM PLATE FOR MORE INFORMATION & ATTACHMENTS PER FOR MORE INFORMATIOON 7 EMBEDMENT BELOW FOUNDATION BELOW FOUNDATION BELOW NON -BEARING WALL MIN S & ATTACHMENTS PER PLAN �IF CURB IS TALLER THAN LOWEST STEP OF (MAX 2) Y I 2x BRG WALL PER 2x P.T. BASE PLATE BUILDER TO PROVIDE SILL (MAX 2') CURB MAX PLAN AND BEARING CLEAN COMPACTED PLAN BUILDER TO PROVIDE SILL B', CONTRACTOR TO ADD BUILDER TO PROVIDE SILL I SEALANTANSULATION WALL SCHEDULE FILL ® 95% STANDARD SEALANTANSULATION (I1#5 CONT. BAR BUILDER TO CONIC. SLAB PER (1) tS CONT. W 1-i? W SEALANTANSULATION DENSITY CENTERED WITHIN CURB Y CONIC. SLAB PER OFF SET Q BOTTOM w 4 PROVIDE SILL I FOUNDATION PLAN COVER TW. z rc ^ CONCRETE SLAB PER W/ MIN. Y COVER MAX K j yj I 2z P.T. BASE PLATE FOUNDATION PLAN PLATE CONCRETE SLAB PER - EALANT/INSULATION w S FOUNDATION PLAN CONIC SLAB PER A N LAN TTOM m 4 FOUNDATION P FOUNDATION PIAN 4= CONCRETE SLAB PER FOUNDATION P OFF SET 50 F UNDAT LAN j b VARIES .n. PLATE ..4 GRADE SEE PLAN .,• 8 < - - _ -1 — n 1?� � a III I ' 9 b 4 GRADE l — m b 11 11 �= _ —I I:- - - i - - I i i _ .....8.......5.., GLEAN COMPACTED ! -I.: -L„'i I. . _..._ I -I (2) #5 CONT. REBAR ON i (I 7�j -1 m i - I -i FILL 95%STANDARD (2) #5 BARS CONT. VJ/ CHAIRS W MIN.3' -I I : I I� , .CLEAN COMPACTED - (-1 I I DENSITY COVER TYP. e'8' e' 6• 16' 4' 3• 8' COVER (7) #5 BAR GONT e' 1 -0' FILL Q STANDARD I { 1,7� 12)15 BARS CONT. W � DENSITY (2)05 CONT. REBAR ON CLEAN - CLEAN COMPACTED Wl3'COVER TVP. 3"COVERTM. e" e' C i0' CHAIRS W MIN.3' FILL @ 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT. W PENDING SITE COVER 8' 1 J7' DENSITY FILL ®85%STANDARD 3' COVER TYP. CLEAN COMPACTED p CONDITIONS, SEE I WHERE 2ND STORY OCCURS, FTG PENDING _S1T1E­__j DENSITY FILL Q 95% STANDARD •rr DETAIL MFN20 FOR SHALL BE V' WIDE W(3) i5 BARS CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS, FTG DETAIL MF2D FOR WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG DEEP MONO Sf1ALL BE 1'J' WIDE W(3) #5 BARS S WIIL BE 1'-W WIDE WO) 4'S BARS SHALL BE 1'4r' WADE WO) #5 BARS SHALL BE 1'S• VADE W(3) t5 BARS DEEP MONO Po1 TYPICAL EXTERIOR FOOTING FO' TYPICAL GARAGE CURB FOOTING FO NON -BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FW BEARING SLAB STEP DOWN FOOTING AT INTERIOR BEARING 3/4"=1'-0' w4"=v-(• 3/4'=7'-W 3/4'=vo, 3/4'=1'-T =14 PENDING SITE CONDITIONS, NOTE TO CONTRACTOR: CONTACT FOR IF THICKENED ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W DETAILS FOR REO'D VERIFY W DETAILS FOR REO'D FOUNDATION DETAILS SWILL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS EDGE IS REQUIRED TO BE ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH U SEE FRAMING PLAN DEEPER THAN 1Y FOUNDATIONS AS SPECIFIED THIS DETAIL. DOOR LOCATIONS,j!RSPw 8-1? FOR MORE ...._ MIN. 21' BEFORE ', . � ' '�. CONTRACTOR TO � - SEE FRAMING PLAN - - - - - - INFORMATION 1 VERIFY WATH DOOR ANOTHER STEP :•t,f, "�'; ., AND PARTY WAIL GARAGE MANCONIC. BLAB PER Bk1YTHICKENED ,o' aO '� , ;. REQUIRED UIRFOR DETAILS FOR MORE Ib FOUNDATION PLAN F REQUIRED RECESS SLOPE SLAB W (1) #5 CONT. b �� :' INFORMATION I W/3' COVER TYP. z a'r • , >IS CONT. ESHOLDPERMFRS CONCRETE SLAB PERREINFORCEMENT SEE ECIFICATIONS FOUNDATION PLAN i - •• = GRADE j - .- ^ " t o +' _ x� J • ' FOUNDATION PLAN THRESHOLD PER I § �• I1 FOR QUANTITY MANUFACTURERS /' MIN {� ,� ,� ':tom SPECIFICATIONS TOP VIEW CrDC GARAGE WALL m (tL, 1. II' m� ; +I _ BEYOND + #5 x 25' x 25' CORNER CONIC. SLAB PER 1:I- BAR, ONE FOR EA - FOUNDATION PIAN O PROVIDE We MIN. '7I-r! ,) 9 (� T-' �F J VERIFY PLAN DETAILS .,' ,,•1 HORIZONTAL CONIC SLAB PER = SLOPED RECESS AT G I FOR REQUIRED 05 A p I REBAR, TYP. U.N.O. FOUNDATION PLAN • I J w }-L CONT. BARS. MAINTAIN �' Y I I I I I• I I GARAGE DOOR 'I '+ - 1, .. :3'COVER TVP. •�� ^�'�'t ^Z - I _I) DRIVEWAY BY BUILDS J. CAR' SLOPE CONCRETE OR PAVER II- I-18'MIN. T• 78'IMIN. "-_y-- SLOPE FIN. FLIT. E I, VERIFY PLAN DETAILS ._ :-! .I <: 1' t•J• ra --�-+- BEND EACH COOT. 05 PER MFG FOR REQUIRED 715 SLOPE W. SURFACE tr - _ ° BAR AT STEP DOWN, - - 7 CONT. BARS. MAINTAIN OR INSTALL #5 HOOK OR GRADE 1l8' PER CLEAN COMPACTED Ii 3' COVER TIP. BARS FOR EACH CONT. FOOT AWAY FROM (3) #5 CONT. REBAR DENSITY 95% STANDARD BUILDING CLEAN COMPACTED (2)05 CONT. _ DENSITY BAR. LAP REBAR PER FILL 95% STANDARD ON CHAIRS W/ MIN. W/ 3' COVER TYP. TOP TABLE MDOB ON $1.1 irrAS FIBER EXPANSION DENSITY W COVER ( 14' l-' REQUIRED PER APA AS REQUIRED PORTAL FRAME SPEC! u1F0� THICKENED EDGE (�FO� TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) Ft EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING F1 THICKENED EDGE @ GARAGE DOOR -0 3/4'=1'.0' 3/4"=1'' 3/4'=v-o* 3/P=1'-0• 3/4"=1'JT 3/4"=14 (2) #5 x 4'V' BARS Y SC H. 40 STEEL PIPE If MASONRY WALL OR 1' TYP. ALL REINFORCEMENT SMALL FILLED W 2500 PSI COLUMN IS ABOVE, MAINTAIN 3' CLEAR TO CENTERED AT PIPE PVC OR SCH40 SLEEVE Z CONCRETE. BOLLARD HOOK VERTICAL GRADE AND 1-12' CLEAR TO PENETRATION TO BE MIN, 3FT TALL STEEL TO BOTTOM ANY FACE EXPOSED TO 1N' ROW OF STEEL. WEATHER a E70X SEE FRAMING PLAN B' CMU - AND PARTY WALL CONIC. SLAB PER FINISH PER ELEV. !=" '. IF CURB IS TALLER THAN DETAILS FOR MORE FOUNDATION PU1N CONIC. SLAB PER _ - • (4)114'x3-1 N' FOUNDATION PLAN B" C.M.U. FINISH PER I _ I I .: I SkSz3I8' THICK A36 I _ I SUP-RSTUD CONTRACTOR TO ADD i INFORMATION FINISH FLOOR ELEV. I' STEEL BASE PLATE ,)I`- 5_TI- FASTENERS W/ MIN. m 95 CONT. BARS W MIN. - IF FOOTING IS TALLER FINISH FLOOR I I. ) 1-12•EMBEDMENT YCOVER THAN 3'47'ADD (2)#5 PENETRATING .... I - �REFER TO SECTION AA INTO CONCRETE w BARS AT 1N POINTS OF $ ,• PIPE. MAX 4" i - '_FOUNDATION PLAN RARE PENETRATING PIPE 1-I�� FOR CONT. CONCRETE SLAB PER W E BARN ® TOP I FOOTING DEPTH t MAX. 4' I" PUN FOR I FOUNDATION 2' SCH. 40 STEEL PIPE FOUNDATION PLAN EEXNCEEDS 26•,N MONO DIF DEPTH #5 LOOP TIE (TYP.) -) SIZE & REINF. -' INFORMATION FILLED W 2500 PSI - DEPTH <ZS THESE 1 Z CONCRETE. BOLLARD E70X BARS ARE NOT REQ1J ((' /4' _ PVC SLEEVE MAX m� y REFER TO PIPE PERPENDICULAR TO FND TO BE MIN. 3FT TALL _ '� GRADE �O 6"DIAMETER I _ =1 : '(', FOUNDATION PLAN ; #3STIRRUPS@48" f II) �,.=- FOR CONT. 5kS.'1W THICK A36 .... ... O.C. WHEN NO __ - FOOTING PER PLAN .m b FOUNDATION CONTACT FOR FOR ADDITIONAL REVIEW STEEL BASE PLATE I 4 I DEPTH EXCEEDS 26' � _ f FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS .'+ { I-+ I • 1I- ' _ 1 - CLEAN COMPACTED INFORMATION I� I _ _ IF DEPTH < 26• THESE /^ FILL495%STANDARD (4)1/4'x3.1N' BARS ARE NOT READ 1 ' FOOTING PER PLAN A A (SIDE VIEW) DENSITY SUP RSTUD = _ II - PVC SLEEVE I' ( I' , ,4 f=1 ! I- CONCRETE SLAB PER 2-1/d" EMBEDMENT I I 32)COVER S C NT R.W I i'J' FILEAN COMPACTED (FRONT VIEW) MAX S" Dlp - ! I-) ! O I PLAN INTO CONCRETE CLEAN COMPACTED 4' 1 _(r IF FOOTING IS TALLER THAN 3'd, DENSITY FILL @ 95% STANDARD (3) #5 CONT. REBAR ON FOOTING IS REQUIRED TO BE 3'-0' WADE DENSITY CHAIRS W MIN. 3" COVER W/(4) #5 CONT. BARS W 3' COVER F1 TYPICAL FOUNDATION PENETRATIONS 3/4"=1.0. ALL REINFORCEMENT SHALL MAINTAIN 3' CLEAR TO GRADE AND 1-12" CLEAR TO ANY FACE EXPOSED TO WEATHER (2) #5 BARS 0 TOP WHEN MONO DEPTH EXCEEDS 26. NOT REOT). IF LESS THAN < o 26" DEEP O (1) 05 BARS ® NOSING CONIC. SLAB PER R FOUNDATION PLAN II II 1 ; r. m M STIRRUPS Q 48• �" �- f x, a rc a7 D.C. WHEN MONO I DEPTH EXCEEDS 28' I ? f GRADE w a n IF DEPTH IS LESS I+ I I I O THAN 2S, STIRRUPS 'A ARE NOT REQ'D I' L CLEAN COMPACTED (3)#58AR5 CONT.0 FILL @ 95% STANDARD 27 TEP SECTION Wrr DENSITY COVER TYP. F2 DEEP MONOLITHIC FOOTING W/ STAIR SEE FRAMING PLAN & PARTY WALL DETAILS FOR MORE INFORMATION EXTERIOR WALL SHEATHING PER PLAN. SEE DETAIL WF10/SD4 FOR MORE INFORMATION BUILDER TO CONCRETE SLAB PER PROVIDE SILL SEALANTANSULATION FOUNDATION PLAN GRADE BOLLARD DETAIL Ft PARTY WALL FOOTING W/ CURB tMFZDEEP MONOLITHIC FOOTING PIPE PARALLEL TO FND 3/4" = 1•-0' 3/4' = 1'-0 3/4'=14 SEE FRAMING PLAN & PARTY WALL DETAILS FOR MORE INFORMATION I 710 CONIC. SLAB PER 15 CONTINUOUS REBAR PLAN N AT NOSE, MAINTAIN MIN 3' CONCRETE COVER VARIES 73 4' MAX (3) 05 BARS CONT. W/3'COVER TYP. 11r 8• S B- CLEAN COMPACTED FILL 0 95% STANDARD DENSITY F4 FOUNDATION Q GARAGE STEP-DOWN 3/a•=1'-0' 3/4'=1'O" 3/4"=1'd" 3/4'=1'-V 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 __ i (3) #5 CONT REBAR I I I I. (( O COVERS W/MIN. Ii-I.II II -� CLEAN COMPACTED FILL 0 95% STANDARD DENSITY F3 EXTERIOR PARTY WALL FOOTING IF CURB IS TALLER THAN 8", CONTRACTOR TO ADD _ EXTERIOR WALL SHEATHING PER PLAN. (2) #5 CONT. BARS W/ MIN. SEE DETAIL WF10/SD4 2" COVER FOR MORE INFORMATION BUILDER TO w - PROVIDE SILL SEALANTANSULATION CONCRETE SLAB PER FOUNDATION PLAN b GRADE m I Ili III {II_L, ' (3) #5 CONT. ON CHAIRS W/MIN —I -1�=' I CLEAN COMPACTED 3'COVER 1'S FILL 095%STANDARD DENSITY AF3� EXTERIOR PARTY WALL FOOTING NOT USED expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. `1i1fli'i!l * 6f a E J Z � � f (3� O OJ �$ W a Z = rc O it w Z= �'• � m �_J Z C� g IN U ~ ~ W L``LtM. iQ C, W O i R W M i u C v w i� + 1» � 4o Z c O vi Ovi W E u a a ��O N m J O _ IL Z w F O w W W Z ¢�a_U}) K oa rp aaoF • i p STRUCNRrIL ENG: TH IRAF - i S STRULT: N >� OC CHECK: CC w JOB Ne. STAR-18156 rSG : AS INDICATED w DI1TE: 11N72023 o 2 S3 13WM 1 1387-AR 1138" 113BStR 11387-8 I 1386N BUILDING KEY SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR SOLT 11z'I TAG PANELS SIZE FIELD TOP PLATE BOTTOM PLATE VERTICAL PI HORIZONTAL 1Q'SIMPSON 5W THREADED 1Q'J-BOLT TREN HD ROD ESWR' PER DETAIL WF1dSD4 ed COMMON 25.)31 'x 25.) 17 O.C. (2}ROWS 3-O.C. 3'O.C. MIN. 21 STUD PER DETAIL WF1dSD4 24' 37 32' E$WM 17 O.C. (2}ROWS 3' O.C. 3' O.C. MIN. N STUD 16' 24' 24' ESWA r2'O.C. 170.C. (2}ROW53'O.C. 31O.C. HMI. (2}2z OR 4. STUD 17 1B 1C I70.C. (2}ROWS 3'O.C. TO.C. MIN.(2}2z OR 4x STUD NOT ALLOWED 12' 17 ESW2 IBM 1(7 GYPSUM 5d COOLER- 7"O.C. 7'O.C. 7'O.C. MIN. 2x STUD MIN. 2x BLOCKING 24' 32' 37 ISWB 7H8'S7RUCTURAL Sd COMMON 17 O.C. 4.O.C. 4'O.C. MIN. 2z STUD PER DETAIL 24' 37 32' ISWI 170.C. 4'O.C. 1'O.C. MIN. 2z STUD 1fi' 21' 24' ISW3 1 SHEATHING OR 15W SHEATHING (0.131'z 2S) WF1dSD4 3' O.C. 17 O.C. 4' O.C. 4' O.C. MIN. (2}2x OR lx STUD 17 ISWl 7 O.C. 17 O.C. !' O.C. 4' O.C. MIN. (2}2z OR 4z STUD NOT ALLOWED 17 17 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESW6. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS -5d COOLER NAIL SHALL BE MIN. 0.08611-56' LONG & 156C HEAD. No. S TYPE W DRYWALL SCREW (1-1IF LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION III REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED AT 1ST LEVEL SHEAR WALL ONLY. PI WHEN (L)GI_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WF08I SD2 PI WHEN SHEATHING PANELS TO BE APPLIED TO BOTH FACES OF WALL SEGMENT, BOTTOM PLATE ANCHOR BOLT TO BE S/e' SIMPSON TITEN HD, I THREADED ROD OR SIB' J�BOLT @ SPACING PER SCHEDULE. SBS =SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS STANDARD 1ST FLOOR FRAMING 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON NOTES& CONNECTOR LEGEND SHEET 2. AT ALL WINDOW I DOOR OPENINGS @ 1ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WFD9/SD2 I AT ALL CORNERS, CONTRACTOR TO FOLLOW WSOMSD4(A-A) U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. 1 1 1 wIN Ilw U Iy 2x4 SYP t2 EXTERIOR FRA ESWJ ESVVB ESWe ESWB 1 1 I 1 1 1 1 1 1 1 1 1 I I DO I 1 7 F SD4 -.-...... D ......-... ... _.. 7 F 7 p 7 F 7 D APPLY TO ENTIRE 1 SD4 SD4 I ; SW REAR WALL OF ........- ........ ....--. ...._.._......... 1 2 7 13 E D END UNIT I D I S F 7 I: D _ _Rm1 H4x10 19 13 E ----- E 13 7 Rm1 2 ---- H4z10 1 _-._-. 19 E Hdz12 i i & s D H4x12 VT Y i ^ Y Y _ _.... R. + H4z10 'u M4x12 ^ m m m p 1 137 E 13 7 p 7 m D m k H4x10 --.-.-IE m m Rmi D . E 13 7 E 13 m D 1 D7 I D7 E 12 19 11 13 E F 13 11 7 7 D 7 13 E 7 /3 E - ( i 1 I 1 7D I Z 1 FJ3 ^ I I FJ3 I Wo WD WO rc DO I FJ3 E p I 1 E m FJ3 ; l B218LANDING I I 82z8LANDING BEAM i BEAM .. I I. - p I 62z8 LANDING B2x8 LANDING BEAM 1 1 NOTE: DOWHSET fJ8--' 1 1 BEAM I - " NOTE: DOWNSET HEADER AT - I HEADER AT --- -- NOTE: DOWNSET D I p DOOR LOCATION �" E ' DOOR LOCATION m HEADER AT NOTE: ATTACH BEAM TO FJB- NOTE: DOWNSET NOTE: ATTACH BEAM TO E I 1 1 .' DOOR LOCATION - .- - E MIN. 3FLV BUILT UP i COLUMN BETWEEN -_ 1 - T HEADERAT I E DOOR LOCATION 1 MIN. 3-PLY BUILT UP 1 '`- COLUMN BETWEEN 3: NOTE: ATTACH BEAM TO MIN.3�PLYBUILTUP I I DOUBLE TOP PLATE 6 - I I NOTE: ATTACH BEAM T O � I DOUBLE TOP PLATE & I HEADER USING HUC46 D -" E I i MIN. 3-PLY BUILT UP HEADER USING HUC46 1 D E- i 1 I COLUMN BETWEEN = -_ -E," COLUMN BETWEEN ( ' DOUBLE TOP PLATE 6 I --- BD112 �_- - ' OUBLE TOP PLATE 6 - I 02x12 LANDING G - HEADER USING HUC46--- - p,<. E LAMING C -: ,.n I p UC46 HEADER USING HUC46 I fJ5 B ... fJ5 ' B E Y 82x12 Ef �.... 1 1 " .::. I I 82z12 LANDING '¢,— _-., - ___. _ _ BWI ( ..".: LANDING E 11 S6� F ;i BEAM ^ '� BWI I BEAM FJj .,. BWI I BYW ' BWI WI 11 E - i 1 BWI 1 E 1 1h .` D E o: PLATE HEIGHT AT BOTTOM OF FLOOR SHEATHING Be FJ7E FJ7 " E gnA _ 1 FJ7 y..,... _....... FJ7 1 t E......,.E 1 I I FJ3 FJ3 I WO WO E WO E 1 , I 1 FJ3 FJ3 11 E z 1 t D BWQ I I 1 D BWL 1 E i 11 E HZx6 H2x8 Hh6 M2x8 BW2 I il-IIE 4. ..........._ _ I B1A2 D I ,.--_... .... APPLY TO ENTIRE D I FRONT WALL N2xi2 H2B 1 H2x6 I y 7 12 E ; END UNIT- _. FJd m 7 12 E - ( _H2x6_ FJ4 I m SW2 BW1 y Y Y E$W3 x I E 12 7 2 s Y BW2 Y Y FJ4 SDS Y I - --- m.- - - - - - 1 m FJ4--- D -- H4x12 Rmt H3.Sx9.25 gy1Q H4x12 Rm1 H3.Sz9.25 +I H4x12 + Rm1 i H3Sx925 1 D s I H3.5z9.25 Y Y Y 2 m1 H4z12 (EXTENT PORTAL (EXTENT PORTAL 17-21/7 (EXTENTOFPORTAL IRWALL S ALL FRAMING -SEE DETAL) 19 13 E WALL FRAMING -SEE DETAIy WALL F E PORTAL WALL FRAMING -BEE DETAIL) i S8 ESVJJ IWALLF'AMING- E WALL FRAMING -SEE DETAIL) I p 2x4 SYP t2 EXTERIOR FRAME WALL STUDS @ 17 O.C. MAX SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE ENDZONE 8'4y 2.4 SYP 92 @ 18' O.C. MAX 2x4 SYP t2 @ Is- O.C. MAX 914T 2.4 SYP t20IS- O.C. MAX 2.4 SYP t2@170.C. MAX 94' 2x4 SYP t2 @ 17 O.C. MAX 2x4 SYP 02 @ 17 O.C. MAX 101-0' 2.4 SYP 010 17 O.C. MAX 2.4 SYP 010 W O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE >, 81-0' 2x4 SYP t2 @ Is- O.C. MAX ZK4 SYP 02 @ Is' O.C. M� 91-0' 2x4 SYP 020Is- O.C. MAX 2x4 SYP 020IS- OcC 9w 2x4 SYP 920 Is- D.C. MAX 2z4 SYP 02016' O.C. MW 10'-0' 2x4 SYP t2 @ 12' O.C. MAX 2x4 SYP t2 @P 17�O.C. M010 EXTERIOR FRAME WALL NOTES 1. WALL STUDS 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 WFI00SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D% OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 02 @ Is- O.C. MAX U.N.O. ON FRAMING PLANS. I WALL LEGEND I ® = 9'-1- T.O.W. I ST FLOOR INTERIOR/EXTERIOR BEARING WALL = &-I- 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 1661ti-UK LU I bb 1361-KK LU 15/ I6bb-M LU 15b 13bb-AK LU I b9 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1/8•'_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. %%J11111jj 6 14111 h Z 0 CL ILL Z w Q FL W ILL TH S STRUCT: N >� aCHECK: LC w J06 tb. STAR-18155 2 SCAIE: AS INDICATED wDATE: 11107=n S5 1396-M 11387-ARI 138" 11386-LRI 1387-B I 1388-N BUILDING KEY SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR SOLT 001 TAG PANELS SIZE FIELD TOP PLATE BOTTOM PLATE VERTICAL OI HORIZONTAL 12' SIMPSON SW THREADED 1/7 J-BOLT TITEN HO ROD ESW6' PER DETAIL ad COMMON 17 O.C. (2}ROWS 3' O.C. 3' O.C. MIN. 2, STUD PER DETAIL 24' 37 32' ESW4 12' O.C. (2)-ROWS 3' O.C. 3'O.C. MIN. 2x STUD 16" 24" 24" ESWJ WF1WSW (0.131'x 25y WF10fSD4 r4'O.C. 17 O.C. (2)-ROWS 3'O.C. 3'O.C. MIN.(2}ZII OR 4x STUD 12' 1S' is, ESW2 12' O.C. (2)-ROWS 3' O.C. 7O.C. MIN. (2)-N OR 4x STUD NOT ALLOWED 12" 12' ISW7 12' GYPSUM 5d COOLER" 7'O.C. 7' O.C. 7' O.C. MIN. 2x STUD MIN. 2x BLOCKING 24" 32' 37 ism 7AS'STRUCTURAL 8d COMMON 12"O.C. 4'O.C. 4'O.C. MIN. 2x STUD PER DETAIL PER D 24" 37 32' ISW4 12' O.C. 1' O.C. 1' O.C. MIN. 2x STUD 16" 2P 24' 1 SHEATHING OR (0.131' z D4 3'O.C. 170.C. 4'O.C. 1'O.C. MIN.(2}2x OR 4z STUD 7 ].EL, IS. IS. ISW.i ISW SHEATHING 2.5") 2'O.C. 12.O.C. 4.O.C. 4'O.C. MIN.(2}2x OR4x STUD NOT ALLOWED 12' 12' ISW2 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESW6. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS "Sd COOLER NAIL SHALL BE MIN. 0.086'k151B' LONG & ISOW HEAD. N..6 TYPE W DRYWALL SCREW (1-1/4" LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION I') REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED AT 1 ST LEVEL SHEAR WALL ONLY. (2)2x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFO81 SD2 LI21EN SHEATHING PANELS TO BE APPLIED TO 80TH FACES OF WALL SEGMENT, BOTTOM PUTS ANCHOR BOLT TO BE SIB' SIMPSON TITEN MD, 3/4' THREADED ROD OR SIB' J60LT Q SPACING PER SCHEDULE. S = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS STANDARD 1ST FLOOR FRAMING 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07AON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW / DOOR OPENINGS Q 1 ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WMMD4 (A -A) U.N.O. 4, IF SHEATHING IS MOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF70/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PUN L.. 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. Iw ?Iw I I 1 �Iw 1 1 1 2: WALL STUDS Q 12' O.C. MAX ESVb ESWG ESWe ESWi i I I 1 I I 1 1 1 APPLY TO ENTIRE IRE 1 1 I REAR WALL OF D 7 F E 18 END UNIT F �_-- 1 I SDI 7 D 1 1 1oi� SDO 2 7 13 E SDO 1 III - F 7 I_ I F 7 I E 13 18 E 19 1 SDI SDI E 13 7 2 Rm1 __ _"�7: H4x10 E 13 7 2 114.10 Rm1 _-_ _ __ - D H4x12 H4x12 1 H4x10Rm1 D H4x10 Rm1 D :. H4x12 1 E 13 7 H4x12 m 11 13 F E 13 11 19 12 E D7713 E p 7 7 D 7 13 E 7 13 E i o_ 1 1 7 D 1 7 D I I FJ3 FJ3 ( � FJ3 I - FJ3 I ! ae I � ¢ B2xe LANDING BZxe LANDING - I BEAM I BEAM 1 11 1 LANDING D ....- __- I B2x8 LANDING ' I - - . D D 4 BEAM I " OWNSET BEAM _ � 1 NOTE: DOWNSET f H HEADER AT EADS DOOR LOCATION —— \ - HEADERAT - DOOR LOCATION I D �- 1 1 p 1 FJS - NOTE: DCVMSET - ` I " NOTE: ATTACH BEAM TO E �j i m NOTE: DOVMSET - E - NOTE: ATTACH BEAM TO a _ $ _ HEADER AT I MIN. 3-PLY BUILT UP x L �, HEADER AT : 1 i 3-PLY BUILT UP Q .1 E DOOR LOCATION I COLUMN BETWEEN -_ t E DOOR LOCATION I _-_ COLUMN BETWEEN 1 I NOTE: ATTACH BEAM TOJ� I DOUBLE TOP PLATE &� I g i NOTE: ATTACH BEAM T O I - DOUBLE TOP PLATE & t MIN. 3-PLY BUILT UP HEADER USING HUC48 D E� A MIN. 3-PLV BUILT UP HEADER USING MUC46 H I I -= COLUMN BETWEEN ,: '* t I --- COLUMN BETWEEN I 1 DOUBLE TOP PLATE & :,____ I -, - 82x12 _ p- DOUBLE TOP PLATE & _ „�E 82112 _ ..... 3 1 E -- ' p HEADER USING HUC46 LAN 11 NG I - -- p HEADER USING HUC46 LANDING EJ5 , BEAM E -_. BEAM JSl1/ E f 1e E B2z12 ^..m.__. ...,_. i .� ...._... :, .:.. 82x12 ,...:_�_:a...,_ ,. _ 1 :: _ .. �. LANDING..... Im -. - _ LANDING . I BWI \.:i ... -- e BEAM FJS/ _ I BEAM fJi•.•�. BM BWI PLATE HEIGHT AT BOTTOM E m ¢ p p--- - 1 OF FLOOR SHEATHING FA - E 1Jw FA I I '. E FJ1 E I FJ7 E I 1 I I 1 I I FJ3 I FJ3 NO WO AAO E 11 I FJ3 FJ3 I I ( rc BW2 E 11 H2x6 H2x6 H2x12 " FRONTWALLOF BW2 - H Bye- 818 10FJ4 H2x6 H2x6 I ESWJFJ4 m BW2 F. FJ4 m =-- am E 12 7 D FJI Y s H4x1 D FJ4 1 ___ m_ ___I FJ4 ; m _ BW2 H4z12 Rmi H3.5x9.25 gyf2 I H3.Sx9.25 mi L M - - - - - - - 1 H1-B25 H4x12 I I H3.5x9.25 mi H402 1 Zd (EXTENT OF PORTAL I WALL FRAMING - SEE DETAIL) 17-212' (EXTENT OF PORTAL D 1-1 WALLFRAMIN NTOF PORTAL WALL FRAMING DETAIL) WALL FRAMING - SEE DETAIL) PORTAL E—E- BS I - SEE I I WALL FRAMING -SEE DETAIL) WALL FRAMING E I SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE B'd 21(4 SYP i2 Q 16' O.C. MAX 2.4 SYP 92 Q 1S- O.C. MAX 91d 2x4 SYP 02 Q 16' O.C. MAX 2x4 SYP 92 Q 12' O.C. MAX 91-C 2x4 SYP#2Q 17 O.C. MAX 2x4 SYP f2 Q 12' O.C. MAX 101d 2x4 SYP H Q 12' O.C. MAX 2x4 SYP #i Q S' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE B'd 2x4 SYP i2Q Is-O.C. MAX 2x4 SYP i20 IS- O.C. MAX 91d 2x4 SYP 92Q Is-O.C. MAX 2.4 SYP n Q 1e' O.C. MAX 9'-C 2x4 SYP Y2 Q IS- O.C. MAX 2.4 SYP 02 Q 16' O.C. MAX 10'd 2.4 SYP #2 Q 12' O.C. MAX 214 SYP i2 Q 12' O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOWTHE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAIL WF10/SDI FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED, IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 02 Q Is- O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND = 9--1' T.O.W. 1 ST FLOOR INTERIOR/EXTERIOR BEARING WALL INTERERT.O.W.2NDFLOOR IORIEXTERIOR 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 13t36-K LU I bU 138b-LK LU 1 61 13bb-b LU I U 13bb-N LU 1 63 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1/8'=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. t`�1111111f1/// 4A M Z Ban LU m OJ 04 �a3 IYWO mI y (A ■o 3IS1R-TUI—EM TH STRUCf: N � OC CMEPC: CC W JOB No. STAR-18156 Z BCAIE: AS INDICATED W GATE: 11/072023 S5.1 HEADER SCHEDULE TAG HEADER FASTENERS (2)2<6 b2 SYP ATTACH KING STUD TO HEADER YO H2ffi W/ OPT. }• FLITCH PLATE (6) 0.162• x 310 NAILS (2)2x8 #2 SYP ATTACH KING STUD TO HEADER w/ Has W/ OPT. }' FUTCH PLATE (8) 0.162' x 3-11T NAILS (2W 04r2 SP ATTACH KING STUD TO HEADER w/ H210 W/ OPT. }' FLITCH PLATE (10) 0.1ST x 3-12• NAILS (2)2x12 02 SYP ATTACH KING STUDTO HEADER d H2x12 W/OPT. }•FUTCH PLATE (10)O.76Tz312" NAILS (3) 202 f2 SYP ATTACH KING STUD TO HEADER W H3X12 W/ OPT. }' FLITCH PLATES (10) 0.162' z 31r2" NAILS H3.5z5.5 (2)1.75k5.S' LVL ATTACH KING STUD TO HEADER w/ (6) 0.18T x 31? NAILS M3.5x7.25 (2)1.75'z7.2S LVL ATTACHKINGSTUDTOHEADERw/ (8) 0.162"x 312' NAILS H3.5x9.25 (2)1.7S'ze25• LVL ATTACH KING STUD TO HEADER w/ (10)0.16Tx310 NAILS H5.25z11.25 (3)1.75•x1125• LVL ATTACH KING STUD TO HEADER W (12)0.ISTx311T NAILS 3.5k5.5* AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER w/ H4x6 HEADER (6) 0.162"x 3117 NAILS H4x8 3SN7.25' AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (8) GAST x 312' NAILS Haz10 3.5ke.S AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (10) 0.16T x 31lI NAILS H402 3.5NI 1.25"AFP I.BE SHORT SPAN ATTACH KING STUD TO HEADERw/ HEADER (12) 0.162' • 3-1,7 NAILS END VERTICAL TO KING STUD W/ (8' P-HDR SEE DETAIL HD14 THIS PAGE 0.131x'J' NAILS HEADER SUPPORT SCHEDULE OPENING SIZE SEEP NFOR WALL WD JACKS @ EA. END KINGS @ EA. END V-V TO T-1I- 1 1 4'4T TO T-1 V 2 2 8'-0"TO 9-11" 2 3 10'4r TO 124T 3 4 STANDARD HEADER NOTES 1. VERIFY /PLAN FOR CORRECT LENGTH OF HEADER REOD. SIZE INDICATED ON PLAN IS MINIMUM REO'D. PER LOCATION. LARGER HEADER MAYBE INSTALLED W OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKSIKINGS TO MATCH WALL LUMBER GRADE U.N.O.ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL W DSISDZ 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 0.148•x3• NAILS @ ITO.C. ONE SIDE. MIN. T FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2c10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 0.148'xT TOE -NAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL READ. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WFOS/ SD2. OTHERWISE, CONTACT E.O.R. FOR REDD. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. S. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 9. AFP IBE S14ORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 16DDOOD Fsi, FB = 1500 pa, FV =175 psi, FC-PERP = 650 Psi. III WHERE SP #2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP I SE SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ON SHEET WX1. 11. AFP 1.8E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS TAG BWI BW3 SIM BWS BW5 BWB BW8 BWI Bw1, BWI OV1,14 BWI BEARING WOOD WALL SCHEDULE STUD SPACING LUMBER SPECIES CONNECTION & FASTENERS TOP BOTTOM 16" SYPi2 (3) 0.148' x 3-1/4' TOE -NAILS (3) 0.148' x 31/4" TOE -NAILS 16' SYM (7)SOWJCIS600 (1)SDW/C75450 16' SVP&2 (1)SDWC15600 (I)SDAC15460 1T SYP/2 (3)0.148'z 31M' TOE -NAILS (3)0.148'x 34W TOE -NAILS 12' SYPI2 (1)SDWC75600 (1)SDWC75450 12" SYP82 (1)SDWC75800 (7)SOWC15450 16" SYPt2 (1)SDYVC75600 (2)SDWC15450 Is" SYPd2 (7)SDWJC15600 (2)SDWC15450 IT SYPI2 (1)SDWCIMW (2)SUAr IS450 12" SVPY2 (1)SDWC75600 (2)SDWC15450 1S SYPI2 (2) SDWC158DO (3) SDW C15450 I SIDE BLOCKING NO UPLIFT 270 PLF 270 PLF NO UPLIFT 380 PLF 360 PLF 440 PLF 440 PLF 590 PLF 590 PLF 776 PLF STANDARD BEARING WALL W/STRAPS NOTES MID -SPAN MID -SPAN 113 PT. MID -SPAN MID -SPAN 113 PT. MID -SPAN 1/3 PT. MID -SPAN 113 PT. MID -SPAN VERIFY w/PLAN FOR WALL SIZE. ASSUME 2z4 STUDS U.N.O. ALL LUMBER TO BE EITHER SPF i2 OR SYP 02 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W (3) 0.131' x T 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'SW CALLED OUT ON 2.d FUR. SEE PLAN FOR STUD TO STUD CONNECTIONS. MID OR } PT. BLOCKING TO BE 2x W(2) 0.131' z T TOE OR END -NAILS EACH END. WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REO'D. IF BRG. WALL IS INOICATED'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 2. P.T. BASE PLATE CAN BE ATTACHED WHARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MDMD1 U.N.O. ON PLAN. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. COLUMNS WITHIN BEARING WALLS WNPUFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOPMOTTOM AND HAVE AN ANCHOR (AS DEFINED BY DETAIL WF07A THIS SHEET) WITHIN 6• FROM THE COLUMN. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. AT NON -BEARING WALL LOCATIONS 2x4 SPFA2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NONSEARING HEADERS USE (2)214 FLAT W1(3)0.131-NX TOE -NAILS EA. SIDE AND CRIPPLES AT 24'c.c. AT 2STORY OPEN AREAS INSTALL NON -BEARING WALL STUDS @18'o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A I e GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2) 0.131kT TOE -NAILS OR SIMPSON OTC CLIP. ATTACH BASE PLATE wJEITHER GUN NAILS 032'o.c. OR (2) 0.148k31/4' NAILS TO EACH FLOOR TRUSS. IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE ABOVE BEARING WOOD WALL SCHEDULE, NO SP4•S ARE REQUIRED. TITEN NO. MPSONAS MIN. ­HDMAX SCREW INDICATED ON THE STRUCTURAL PLANS "BASE O INSTALL D 0 ANCHOR INSTALLED @MAX. 24' O.C. W MIN. CONNECTOR' k, SIMPSON TITEN-HD, 12' THREADED ROD, 7" EMBEDMENT INTO FOUNDATION. AND 12' JSOLT, MAY SE INSTALLED AND OR SUBSTITUTED MAINTAIN AMIN. 2-1/4' EDGE DISTANCE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW FROM THE CONCRETE OR MASONRY FACE. FOLLOWING THE INSTALLATION INFORMATION PROVIDED ON INSTALLERS: REFER TO MANUFACTURERS THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. DO SPAQN& ALL•BASE CONNECTORS' SHALL BE SPACED AS INDICATED 2-1M' THREADED NOD 1W EPDXY ANCHOR' DRILL & EPDXY: MIN. SAL' THREADED ROD, THIS SCHEDULE, S FROM ENDS OF WALL FRAMING, AND WITHIN 8' EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F1554 GRADE 3B, Fy=36W. Fu=58W, WAMIERk. INSTALLED @ MAX. 32- O.G., W MIN. T 1 AT INTERIOR FRAME WALLS: SIMPSON BP OR SPSI2 SQ. EMBEDMENT INTO FOUNDATION USING WASHER OR EQUAL 2z2k3/18' 1 IMP - P SIMPSON SET X EPDXY OR EQUAL 2. A7 EXTERIOR SHEATHED FRAME WALLS: USE SIMPSON MAINTAIN AMIN. 2-1N' EDGE DISTANCE BP OR 3 SO WASHER OR EQUALH 229'). FROM THE CONCRETE OR MASONRY FACE USING =S. 3. WHEN USING WASHERS WITH SLOTTED HOLES, A STANDARD CUT WASHER IS REQUIRED BETWEEN NUT J430LT: AND THE PLATE WASHER. MIN. Irr JSOLT INSTALLED @ MAX. 3T O.C., 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER 2-1/4• MIN. ASTM A307 OR BETTER MMIN. 7' SHALL EXTEND TO WITHIN 1/2' OF THE EDGE OF THE 12• EMBEDMENT. MAINTAIN A MIN. 2-1 M' EDGE BOTTOM PLATE ON THE SHEATHED SIDE. LEG DISTANCE FROM THE CONCRETE OR - MASONRY FACE. LEG OF J-BOLT SHALL BE NLrM- A MIN. 1-11T 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 2a. OF ATURN. 07 STANDARD BASE PLATE CONNECTOR SCHEDULE v4'=1'4r BREAK SHEATHING AT KING NAILENDVERTICALSTO CONT. DOUBLE TOP TO JACK STUD TRANSITION KINGSTUD PER HEADER PLATE AT OPENING, NO SCHEDULE. BREAKS PERMITTED AT q FASTEN SHEATHING TO OPENING TOP OF CONT. PLATES W 0.131 x 2-10 FRAME WALL NAILS @ 3- O.C. WALL SHEATHING. THICKNESS AND TYPE ::P PER PLAN VERTICAL BLOCKING @ 1S b ::: O.C. ABOVE OPENING AND AT EA END OF HEADER TOP OF A WINDOW SEE HEADER SUPPORT FASTEN SHEATHING TO SCHEDULE FOR CONT. PLATES w/ 0.131x 2-1/T REQUIRED KING STUDS NAILS @ T O.C. CONTINUOUS DOUBLE 41 MAX CLEAR SPAN BOTTOM PLATE AT OPENING. NO BREAKS PERMITTED AT OPENING SECTION A A SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACKSTUDS HD14 BUILT-UP PANEL HEADER DETAIL 1? = r4r COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE ZO (2) SPF 02 BUILT UP STUD COSTUD SIZE TO A MATe WALL SIZE SPECIFIED ON LUMTHE FRAMING PLAN TAG SIMPSON CONNECTOR NOTES TYPE VALUES SPF(b) VALUES SYP(lb) TAG BEAM SIZE CONNECTIONS B (3)2c SPF #2 BUILT UP STUD COLUMN(STUD SIZE TO I ❑ (1)-SDVVC15M SCREW, REFER TO DETAILS I, IA. AND FRAMETO 485 ws TO POST: SIMP. HTS20 OR LSTAI 0(UPUFT=1235) MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) 2ON SHEET SDWC FOR INSTALLATION REQUIREMENTS FRAME FRAME 82X6 (2)g SYP MATH IT FUTCH TO BEAM: SIMP. HU460R HUC46 w/ (12).0.162"X3}' NAILS & (6)-0.148•x 3• NAILS. (2165/ UPLIFT=1135) TO MASONRY: SIMP.HU46 OR HUC46 wl(8}7/4k 2S/4 U C (4) 2t_ SPF •2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) ❑2 (2} SDVVC15600 SCREW REFER TO DETAIL 5 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS ID FRAMETO FRAME (1)PLY 1045 (2)PLY 940 (I )PLY 1195 (2)PLY 1075 PLATE TAPCONS & (4).0.14T x 3•. (U=7SMi=2000) ON MASONRY: MSTAM24 wA9F0.148' z T NAILS & D (2) 2x_ SYP 02 BUILT UP STUD COLUMN(STUD SIZE TO (5}7/4k2-iN' TAPCONS (UPLIFT =1375) C El (1 )PLY TRUSS HIM W(18}0.745 z 7-12' NAILS OR (2)PLYTRUSS HIOA-2WAIS)0.148•x1-1?NAILS FRAMETO FRAME HiM 1015 H10A-2930 HIM 1105 H10A-2109D MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) (3) 2x- SYP 42 BUILT UP STUD COLUMN(STUD SIZE TO TO POST: SIMP. HTS20 OR LSTA78 UPLIFT=1235 ) ( a HTS20 OR HTS20-REV W(16} 0.145 z I-Irr NAILS (2)HTS20 OR (2)HT52042EV W(16H0.14T x 1-17 NAILS FRAM FRAMETO 1215 1445 E MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) 82x8 (2)ZA 92 SYP WITH /? FLITCH TO BEAM: SIMP.HU48 w/(14}0.162k 3}" NAILS & (6)-0.14Sx T NAILS. (25301UPUFT=1135) TO MASONRY: SIMP. HU48 OR HUC48 w/(8}0.148k 3- N(S (4) h_ SYP n BUILT UP STUD COLUMN(STUD SIZE TO F WALL SIZE SPECIFED ON THE FRAMING PLAN) MATCH 5 ❑ EACH FRAME 2430 2890 PLATE NAILS & (10}}k 2j TAPCONS. (2500/UPUFT=1135 ON MASONRY: MSTAM24 w/(9H0.148' x 3" NAILS & �� ••••• • •• H2.SA W(10}0.131 x 7-72' FRAMETO SQ 625 G 4xB SYP n POST FRAME (5)-}" z 2{' TAPCONS (UPLIFT =1375) DTT2 W (8)-1/4' z 2-1 IT SOS SCREWS d TIT EPDXY COLUMN TO TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) s W H 4zB SYP Y2 POST 7 4,5 ANCHOR CMUA'TG. 1685 18� W( ).0, 3}• TO BEAM: HU410 78 182k NAILS & • V.O.. (2)-CSHP18 OR (2)- CS20 COILS STRAPS COLUMN TO HEADER, BEAM. OR COLUMN BELOW. MIN. 9- END TO (10).0.148k 3' NAILS. (325MJPUFT=1795) (2)2x10 b2 SP TO MASONRY: SIMP. HU410 OR HU0410 W WITH N • J ®8SVPn POST COLUMN O8 LENGTHS (TOP & BOTTOM) NAILS B FRAME (NGWITHIr 2-1 2060 20W B2z10 117 FLITCH PLATE (10} NAILS 8(71}} x TAPCONS. • a s� C THE EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. (3500NPLIFT=7800) UPUFT ON MASONRY: MSTAM24 w49}0.145 x TRAILS & O Y - • K 10x10 SYP/2 POST (PT IF USED IN AN EXTERIOR APPLICATIOI.O 2� (UPLIFT=1375) , Z. h O /� L J 4x4 SYP 02 POST (PT IF USED IN AN EXTERIOR APPLICATION) CSHP18 OR CS20 COILS STRAPS COLUMN TO HEADER. EAM. OR COLUMN BELOW. MIN. W END LENGTHS (TOP COLUMN TO O & BOTTOM) W (14H0.131' x 2-117 NAILS. PROVIDE SOLID a FRAME 1030 1030 POST: P.HTS2TAPCONS TO POST: SIMP. XTS2D OR LSTA78 (UPLIFT=12%) TO BEAM: HU410 W(18W.162k 3}' NAILS & N W m r\ V BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. (10)-0.148k 3• NAILS. M501 UPLIFT=1795) TO MASONRY: SIMP. HU410OR HUC410w/ • •• - `� 4, M 6.6 SYP 712 POST (Pr IF USED IN AN EXTERIOR APPLICATION) 2} T SIMPSON SDWC15800 SCREWS TOP & BOTTOM OF B2z12 WITH FLITCH PLATE (10}0.148k 3' NAILS 8 (14} }' x 2'1' TAPCONS. O N••• `% X JAMB STUD COLUMNS. TOE -SCREW TO HEADER AND FRAMETO 10 595 8% -1 800 ON MASONRY MSTAM)24w 9 148'xT NAILSd O N Bx8 SYP #2 POST (PT IF USED IN AN EXTERIOR APPLICATION) BOTTOM PLATE THROUGH WADE FACE OF COLUMN PER FRAME I7/SD1AC K %0� (5)-}'z?}'TAPCONS (UPLIFT = 1375) t DETAIL TO POST: SIMP. HTS200R LSTA18 (UPLIFT=1 - F t t 31/1 I-ENGINEEREDLUMBERCOLUMN.PER HTTSKT COLUMN TO FOUNDATION W/(26}H2' 0z 2-1 y m O a p STRUCTURAL COVER SHEET D SCREWS. 5firET- ALL THREAD ROD TO CONCRETE WITH TO BEAM: HU410 w/(78)0.187Y 3}' NAILS d Q 0 3-iRkSU ENGINEERED LUMBER COLUMN. PER SIMPSON SETTO EPDXY. U.N.O. ON PLANS: MIN, D COLUMN TO I I EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 FOOTING 53ro 5445 (70}0.148'r T NAILS. (3250NPUFT=/795) B3.Sx1125 (2)1.75'x71.25' TO MASONRY: SIMP.HU4100R HUC410 w/ p r Z rc w O Q STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W/ 2-IW MIN. EDGE LVL P)-0.148k 3" NAILS & 114)- }" z 2}' TAPCONS. w DISTANCE. (3500/UPUFT=18M) w W,31-r ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 12 LSTA78WR14).0.148'z 2-STUD)NAILS (CENTER STRAP ON HSTUDSO 1115 1235 ON MASONRY: MSTAM24 w/(9F0.14S• x 3• NAILS & (5}}• x 2} TAPCONS(UPLIFT=1375) ~ TO POST: SIMP. HTS20 OR LSTA18 UPLFT=1235 ( ) of S 3.11t - ENGINEERED LUMBER COLUMN. PER ❑ (2)LSTAIS W1(14)-0.I4S• z 2-11T NAILS EACH (CENTER HEADER TO i3 2230 247(1 TO BEAM: HU410 w/(1810.162k NAILS b 3}• 0 O Z STRUCTURAL COVER SHEET STRAP ON STUD) STUDS (10)-0.148k T NAILS. (3250NPUFT=1795) v. F S7I4kSi/4' ENGINEERED LUMBER COLUMN. PER T /T NAILS 0IS• O.C. (1} A34 ANGLE W/18} 0.131• x 1-1FRAME TO 11 MAX d 6' FROM ENO. WEB FILLERS AS 300 PLF 348 PLF .(2)1.75N11 B75• TO MASONRY: SIMP. HU4100R HUC470w/ 3Sx11.875 LVL (10}0.148k 3' NAILS 8 (14} }" x 2}' TAPCONS. ¢ O ♦- Q. STRUCTURAL COVER SHEET FRAME REQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. (LATERAL) (LATERAL)T a Z IK > V S7/4kT ENGINEERED LUMBER COLUMN1�5. PER STRUCTURAL HGA10 W/(4)1APx 1-1/T SDS SCREWS&(4)1M"xTSDS FRAMETO 810 1165 MASONRY: MSTAM24 ON MASONRY: MSTAM24 w/(9)-0.14SxT NAIIb& COVER SHEET IS SCREWS FRAME (LATERAL) (LATERAL) (5}}"x 2}" TAPCONS (UPLIFT = 1375) p FW (q X 7kT ENGINEERED LUMBER COLUMN. PER STRUCTURAL 1g MSTC28 OW(28K1.14S x 31/4' NAILS CENTERED STUDSTO 2325 2690 T POST (2) SIM=4 ) TO BEAM: SIMP. HU410 w/(i8J0o I62k 3}' & Ix COVER SHEET BEAMA3T (10}0.148' x 3' NAILS. (32SWUPLIFT=1795) Z iJ 312' x11-7/8' ENGINEERED LUMBER COLUMN. PER MSTC40 W (24J-0.148' x 31/4• NAILS CENTERED WI STUDS TO 77 8 1993 2306 TO MASONRY: SIMP. HU410OR HUC410 w/ g O Z y STRUCTURAL COVER SHEET 21-1/4-CLEAR SPAN& 7 END LENGTHS STUDS HUC410 CONCEALED FLANGE HANGER W (12) 0.16T x FRAMETO I9 U = 981 U = 1077 63.5.16 (2)1.75'r1SLVL (10f0.148'x 3•NAILS&(14}}"x 2}'TAPCONS. (3S=UPUFT=1S00) m w m o 4' S1/r 8.1a ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 3-1Q" NAILS & (6) 0.145 x T NAILS FRAME 19 HTT4 W(18OAST r 2-1/7 NAILS W5/8' EPDXY ANCHOR 4.7 COL TAN TO R = 18M R = 2166 3640 ON MASONRY: (2) MSTAM24 WA9}0.148k 3- NAILS & (5}}" x 2}" TAPCONS EACH STRAP (UPLIFT=2750) `NAIL BEAM TOGETHER USING (4) ROWS OF 0.148"x f U O Td W STANDARD COLUMN NOTES PSLRVL3.-12 3 NAILS 6" O.C. EACH SIDE Z < Q CONNECTOR NOTES o . NAIL ALL BUILT-UP STUDS PER DTL. WFO6/SD2 TO POST: (2) SIMP. HTS20 OR LSTA18 (UPLIFT=2470) u 1. UNLESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL STRUCTURAL MEMBERS: !. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD A CONDITION) TO MASONRY CONDON) ON MASONRY: (2) MSTAM24 wK9}0.148k 3' NAILS 8 BE P.T. OR WOLMANIZED. OR BEAM (PERPENDICULAR NOT APPLICABLE 85.25x16 (3)1.7Sz16' LVL (5). k x 2}' TAPCONS EACH STRAP(UPUFT = 2750) < w z I. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPFJSVP B. FLOOR TRUSS OR BEAM TO MASONRY PARALLEL CONDITION), WITH AMINIMUM EWE ( NOT APPLICABLE 'U. N.O. NAIL BEAM TOGETHER USING (4) ROWS OF U F p Li J4 E SOLID POSTS. AT EXTERIOR CONDITIONS 4.4: ABU44Z WA12)0A6243}"NAILS &}" EPDXY ANCHOR w/MIN. DISTANCE OF 3' 0.148k 3}' NAILS @ 8' O.C. EACH SIDE p LL t- j O T EMBEDMENT C FLAT TRUSS, OR RIM BOARD TO MASONRY (PARALLEL CONDITION), WITHA NOT APPLICABLE Z i U W� � it Z Bz6: W/(72X1162k 3}" NAILS 8 }' EPDXY ANCHOR wAAIN. MINIMUM EDGE DISTANCE OF 1-1/2" n - TOP 2 SIMP. HTS20 OR LSTA78 UPLIFT-2470 () ( ) O -o W yy��'' . F BEDME T EMBEDMENT D. ALL ROOF TRUSS/PURLIN/RAFTERTOFRAME (PERPENDICULAR CONNECTION) ❑2 /EA. OR O/EA ON MASONRY: (2)MSTAM2d w/(9)-0.1d8k 3* NAILS $� oyj g 8x8: ABUSBZ w/(18)7.162k 3}• NAILS & (2)" EPDXY ANCHORS w/ E. HIP JACKS LESS THAN T-0' LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPLIFT OF 535 a / EA.OR a / Ek 83.Sx20 (2)1'7SX20- LVL (5). r x 2}' TAPCONS EACH STRAP (UPLIFT = 2750) 'U.N.O. NAIL BEAM TOGETHER USING ROWS OF 0 y Z 0 F i MIN. T EMBEDMENT i 3}' NAILS d EPDXY LBS. (4) 0.148k 3}' NAILS @ W O.C. EACH SIDE (: (2�' NCH RS cal IN. 7' EMBEDMENT ANCHORS w/MIN.TEMBEDMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. ] O W pw 1"� r 4. POSTAVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP 0 //�P� AND BASE PLATES U.N.O. ON PLANS. G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING p)-0.131' STANDARD BEAM NOTES 0 ¢ U t"J i. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER x 3" TOE -NAILS. 2. IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3} 0.131" X 3-TOE-NAILS. 1. NAIL ALL (2) 2. BEAMS TOGETHER USING (2) ROWS OF 0.148" x 31" NAILS @ o i W C Q S ALL HEADER SUPPORTS/ COLUMNS. ITo . (TYP. ONE SIDE) USE 3 ROWS WHEN 2,10 OR LARGER. MIN. 2" FROM F 06 _I Z m �;., i SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 3. STRAP MAY BE INSTALLED OVER MAXIMUM 23/32" SHEATHING, USE 2-1n• NAILS I.LO. 1-ln" NAILS. TOP AND BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHER USING ROWS l31 H Q e SPECIFICATIONS.Y 4. NRE IRE BY SIMPSON SPECIFICATIONS. HEX SHALL BE WRENCH TIGHTa 3TURN PROVIDE STD M WASHERS WHEN REQUIRED E NUTS L 1/ OF 0.748' z 3}" NAILS @ So.c. (TYP. ONE SIDE) MIN. T FROM TOP AND BOTTOM LL� O F W VJ T� UNDER HEADER REFERS TO THE NUMBER 5. 12" ALL THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN. 7" EMBEDMENT TO GROUTED CMU COLUMNSTUDS REQOUTUIRED. )F JACK STUDS REQUIRED. OFBEAM m O J ILLI F WALL W/2-1/4'MIN. EWEDISTANCE. MIN. 7'EMBEDMENT TO CONCRETE FOOTING W/2-1/0"MIN. EDGE DISTANCE. ti ZiJ 6. 5/8' ALL THREAD ROD TO MASONRY WITH SIMPSON SET-%P EPDXY. MIN. 15- EMBEDMENT TO GROUTED CMU CORE 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REAR.(MIN.7BRG. EA END OR MIN. TBRG. ON MASONRY) .0 O m W O �0 CONTAINING AT LEAST (1) VERTICAL#4 OR R5 BAR. MAINTAIN 2-1/4'MIN. EDGE DISTANCE. IF THREADED ROD CAN BE OQ ! CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO 12-. 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. i W W Z i 7. 5/8" ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O. ON PLANS: MIN. T EMBEDMENTTO CONCRETE _ FOOTING W/ 2-1/4- MIN. EWE DISTANCE. FULL CAPACITY ACHIEVED WITH 12' END DISTANCE FROM EXTERIOR CORNERS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT j MINIMUM DISTANCE FROM CORNERS IS 2-1/4" WITH ACAPACITY OF 2650 LBS. S. REFER TO SIMPSON UTERATURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN & END LENGTH MEASUREMENTS. WRITTEN APPROVAL FROM THE E.O.R. U 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS o h 6. SIMPSON HTS20 MAY BE SUBSTITUTED WITH SIMPSON HTS20-REV o C Q w Q Z OB n z z W wz + o r Im c ,0 z m In c 2H �n ~O E o Lu Q O 2 M J T O T, xWz II- OL Z w m } Q a l- - o w zao Q T}}/7 ooX O T~gcol- Zzn. 0 mf w Ei p STItUCTURAI ENG : TH DRAFTING: H H O j S >� SIRUCT: N OCOIEQC CC 1j JOB No. STAR-16155 O r y NOTES & Z w SUE ASINDMATED DATE: 11072DD CONNECTOR LEGEND p o � o 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. 101 13W-OR 1367-KR 1396-M 1397-AR 13B&K 13WLR 1387-8 138" BUILDING KEY NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND IOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 6'4T 20 SYP 62 0 IS' O.C. MAX 2x4 SYP ■2 0 IS- O.C. MAX 9'A' 2.4 SYP 92 ® IS- O.C. MAX 2x4 SYP ■2 ® 12' O.C. MAX W-e 2.4 SYP ■2@12.O.C. MAX 2x4 SYP ■201Y O.C. MAX 101d" 2x4 SYP •1 L9 12' D.C. MAX 20 SYP I1 0 0. O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 6'-0' 2.4 SYP 02 @ Is- O.C. MAX 2.4 SYP ■2 ® 16' O.C. MAK 91-0' 2x4 SYP i2 ® 16- O.C. MAX 2x4 SYP 02 ® 16' O.C. Mi g'I' 2x4 SYP 02 0 19- O.C. MAX 2x4 SYP 02 ® Is- O.C. M1tlf 1010" 1 2x4SYP92012-O.C.MAX 1 2.4 SYP ■2012' O.C. Mq� EXTERIOR FRAME WALL NOTES 1. WALL STUDS 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 VUF I0ISD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS T jo BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRNEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF ■2 @ Is- O.C. MAX U.N.O. ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW /DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - WS02ISD3 OPENING SITTING ON WOOD BEAM-W546/SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL W5091SD4 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 WFIO/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOVM ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND =9'-1' T.O.W. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL - = SA' T.O.W. 2ND FLOOR INTER IOR/EXTER]OR BEARING WALL =ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWM DOES NOT MATCH THE TRUSS MANUFACTURERSLAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES SECOND FLOOR FRAMING PLAN 1/8"=1'-0^ ``�,►►IiiI111/It�`r w rn •Q V _— Am 40% /tea i es It OZ '� F oa Z 02 CA. V O NQ qq 'I.0 N Z d vJ Qa .0 F M. ow AV N C. 0) C Z 7 N C W D ~O J W - 2a2 : 1Xz - IXwpIL &I M CHECK CC Q w .ICB No. STAR-16155 W SCALE: AS INDICATED S5.3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 77 1386-OR 1387-KR 136" 1387-AR 138" 138&-LR 1387.8 138" BUILDING KEY NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND SCHEDULE (STARLIGHT) N EXTERIOR PLASTER FINISH O WALL HEIGHT INTERIOR ZONE END ZONE U rc e•4r 2x4 SYP 02 0 11r o.c. MAX zxa SYP n • 16• D.C. MAX g U 91-T 2x4 SYP 02 Q 16- O.C. MAX 2.4 SYP •2 • 12- O.C. MAX G 914' 2x4 SYP #2.12.O.C. MAX 2[45VP I2Q12'O.C. MAX Z It Y 1D-0 2x4 SYP #1 • 12' O.C. MAX 2x4 SYP #1 ® S' O.C. MAX I I r4f EXTERIOR SIDING VN ' WALL HEIGHT INTERIOR ZONE ENDZONEuJI ~•` '�' 8•-0' 2x4SYPY2016-0.C.MAX 2x4 SYP #20 Is-O.C.M • 7-0' 2x4 SYP 02 Q 16' O.C. MAX 2x4 SYP i2. 16' O.C. NAv 91-C 2x4SYP 92Q16'O.C.MAX 214SYP #2®16.O.C.m7al • • SYP Y2 0 _ • 2x4 ® 12' O.C. MAX 2x4 SYP 02. 12- O.C. _ , Z EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN SIFT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR W `�♦ REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE O `� FRAMING PLAN. 3. SEE DETAIL WFIDISD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. rc 3.7 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAIL3.1 m O Q NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO p Z BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF w EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR URGER, STUDS ARE TO a BE MIN. SPF #2.Is- O.C. MAX U.N.O. ON FRAMING PLANS. u K O ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C Q Z STANDARD 2ND FLOOR FRAMING Q 0 o NOTES: a = a 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR t < U WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. u W 2. AT ALL WINDOW] DOOR OPENINGS Q 2ND FLOOR, CONTRACTOR i w TO FOLLOW THE DETAILS INDICATED BELOW. r So 2-STORY FRAMING-WS02/SD3 N N OPENING SITTING ON WOOD BEAM -WS4&/SD4 a w0 f Q 3. ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL Vv509/SD4 U U. U.N.O.O W 0 W 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLIDPIECE) <oIX FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF w FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING F PER PLAN DETAIL WIFI0/SD4 AT ALL LOCATIONS AS REQUIRED. = w 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING O PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING O O (7 fp If 8 NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A " Q gi F STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE O p ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. O Z �-rl a I WALL LEGEND a O g H 1ST FLOOR Ij LL J1O INTERIOR/EXTERIOR r 9: 0 BEARING WALL m =8'-1'T.O.W. FLOOR p Z Z yQ 2ND INTERIORIEXTERIOR = m BEARING WALL h 02 C� V 0 =ALIGN WITH COLUMN ABOVE p w w o BUILDER NOTE: g y IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS j W Lu o �2 MANUFACTURERS LAYOUT F w ----STOP--- N �w v) AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY w ? TRUSSES i O y C U w Q I w W C O F Ol t 'D �m Zm O 7 i H E c a Pi 0o W50 m J w ° 0 < - o W Z uDLL M wm � ~ U - �mw Xz mLU0 o0m U) co • i i u w STRUCTUMLENO: TH N2 0 o ORAFfIND: 51RmT. N yj m u w j U � O QL CHEq(: CC JO6 No. STAR-16155 w N Z Q SCALE: AS INDICATED II p = SECOND FLOOR FRAMING PLAN N G S5.4 re y ,=�-0„ �a 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. ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SYP/2 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WALL SEGMENT DIMENSIONED THIS DETAIL BE I STALLED CONTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. PORTAL FRAME SHEAR WALL .. 74T' .. (2f2 TOP PLATE PER PLAN. — NAIL SHEATHING W (2} ROWS 0.131' z 2-1 (7 NAILS & 3' O.C. SHEATHING TO HEADER WI — 0.131' x 2-irt NAILS AT r O.C. HORIZONTALLY & VERTICALLY AT PORTAL FRAME. MIN (3).N JACK & (11.2x KING STUD - (3}N JACK STUDS — MIN. 7/16' STRUCTURAL 1 SHEATHING, OR ISW EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO MID -HEIGHT OF FLOOR SYSTEM. NAIL ALL EDGES TO STUDS OR COLUMNS W/ 0.131'X2-1rr NAILS 0 3- O.C. & 3' O.C. IN THE FIELD. (! 2 2x BOTTOM PLATE. NAIL TO — SHEATHING W/ (2) ROWS O.148' z 3' NAILS 0 3- O.C. �SW28� GARAGE PORTAL FRAME _ 11-I W HEADER PER PLAN. EXTERIOR SHEATHING & 1 I NAILING PER DETAIL WFIOISD4. i ELEVAl10N6 7' AND V i I SVR825TDOSLNDER 2ND I FLOORJAMBCOLUMNS. I 1 (2}2z4 SYPf2 STUDS 4 WALL INTERSECTION. (GARAGE OPENING) I 1 MIN 3 }} (120 i KING(STUD. NAILED PER 5T1A DARD HEADER NOTES. I 1 (2)-2z BOTTOM PLATE. NAIL TO SHEATHING W/ (2) ROWS 0.148'x r NAILS 0 3' O.C. P' FOUNDATION PER PLAN. EXTERIOR ELEVATION 10=1'a (2)-CS20 STRAP WI0.148' x 3' NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN. BEND LENGTHS. (2}2x BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN THIS DETAIL FOR CLARITY. 3.5' x 112T HEADER PER PLAN. 1-�1(21-LSTA18 OR (2)-CS20 STRAP W 0.148' x T C7 C9 NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. TEND LENGTH OVER Z Z JACK STUD. (2}Zz BLOCKING BETWEEN STRAPS AND HEADER a LU (GARAGE OPENING) O O HTT4 BASE CONNECTORS W (18) 0.167 z 2-10 NAILS & SIT THREADED ROD WI MIN. 17 EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN, 2-1N'EDGE DISTANCE FROM FACE OF CMU LLI W SIMPSONCREWS DTT22 W/ 8}XY x SDS i` C O SCREWSS f rZ EtPDXY ANCHOR. ANCHORS ALL HAVE MIN. 7" EMBEDMENT i BELOW LOWEST GARAGE OR PORCH SLAB - W/ SIMPSON SET-XP EPDXY. i ' FOUNDATION PER PLAN - 'I)AN—DR BOLT CENTEROF SHEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES & ND SHEET, CONNECTOR LEGINTERIOR ELEVATION OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND 2. OR (2)-2x BLOCKING PER SCHEDULE AT ALL PANEL EDGM ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF AND SPLICES. (3}0.131' X 3' TOE -NAILS ®EACH END. NA A SINGLE OPENING LARGER THAN IW WIDE x 4W 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. (21-2X TOP PLATE, I� 1�ILINW,,WMANII II � +I II M I� ABOVE AND 10100 lei ON i FRAMING PLAN. I I I l IINDICATED 2 � 1 1 I y i ON FRAMING I III I y I 3TOE-NAILS OR END NAILS TO TOP �'& BOTTOM 1�\ 1!'_V PLATES. a� I TYPICAL INTERIOR SHEAR WALL 3/4'=1'-0' RST ANCHOR AT r TO FROM ENDS OF WALL 81 OTTOM PLATE SPUCES, OR HOLD-DOWNS. WALL FRAMING& _ FLOOR SHEATHING& FLOOR-TOFLOOR NAILING PER PLAN. CONNECTIONS PER PLAN. (2H2X8 SYP42 JOIST. NAIL IT TALL 2x4 SYPn VERTICAL. PLIES TOGETHER M (3) FASTEN FLOOR NAIL TO O.S.B. RIM BOARD Wtl 0.148" z 3" NAILS @ 8" O.C. SHEATHING TO TOP (2)' ROWS 0.131' x 3' NAILS b 7 FROM EA. END, PLATE OF SHEAR WALL 3- O.C. (10 NAILS TOTAL). W/ (2) 0.131' x 2-11T NAILS ® 4- O.C. 2x4 SYPI2 BLOCKING @ 3W SHEATHING 24" O.C. WI (2) 0.148" x 3' TOE -NAILS EA END. 1-711' O.S.B. RIM BOARD 1 HUC2&2 IL W/ (70H 0.187 z;.72' NAS FLOOR SYSTEM PER PLAN 2-HOUR AREA SEPARATION TO CARRYING MEMBER b (4H 0.14IL x ASSEMBLY PER PARTY r NAILS TO (2)2ze JOIST. WALL DETAILS. - AT HANGER LOCATIONS, INSTALL SHEAR WALL PER MIN. 17 LONG BACKER BLOCKS ON PLAN, BALLOON BOTH FACES OF IJOIST PER JOIST FRAME TO FLOOR MANUFACTURERS WRITTEN SHEATHING. WALL FRAMING b SPECIFICATIONS. FLOOR -TO -FLOOR CONNECTIONS PER PUN. IJOISTS PER PLAN. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. 3/4'=l'd FLOOR FRAMING AT STAIRCASE I ST) r I..0. REFER TO DETAIL A WFO7ISD2 FOR CONSTRUCTION REQUIREMENTS. SHEAR COLUMN END AS COLUMNS AS INDICATED PER / FRAMING PLAN. OPENINGS SMALL BE LOCATED AWAY FROM THE END OF THE WALL AT LEAST US 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. ,���I1111111JJ/�_j1� CIO 4A m � Z r, a H to X 0 u J a - 2 < Z =a0 - C., F f- 0�WO p S7R `rJRALE— TH N DRAFTING: O S STRUCT: N Q OC CHEtX: O CC w JOB No. STAR-18155 I SCALE: AS INDICATED ~ GATE: 11N72023 Q Q S6 FO 9 PSON ..._. DIAGONAL TO BEAM GARAGE BUCK DETAIL DORMER FRAMING DETAIL 2x6x12 CENTER BUCK 31W DUL ANCHOR CENTERED 2.6 P.T. BUCK EACH SIDE OF OPENING (S) IZOW LAG BOLT AT EA. DOOR BUCK EA SIDE OF DOOR. PROVIDE 7 x 311S' THICK WASHER WI EA ANCHOR. (1st BOLT TO BE 0• MAX. ASV. CURB, REST EC.SPACED -24' O.C.) END VIEW w/ CMU HEADER (SEE PLAf 71`16' O.S.B. EA. SIDI 2. BLK'G. TO O.S.B. (2) 0.131' x 2-1? NA EACH END EEND VIEW w/ WOOD N'FOU��\ ARCH WINDOW FRAMING DETAILS 1?=1'4T I \ / 3/4'=V-0' O2. STUDS @ Is- O.C. FOR KNEE WALL / v OLSTAIS e Q 37 O.C. STUD TO ROOF BELOW, SLIT ROOF SHEATHING FORR STRAP STRAP OCONT. ROOF SHEATHING NAIL PER PLAN 2x4 BLOCKING w/(2) 0.167' x 3-1/Z' NAILS EACH �..� OPROVIDE O END TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE ROOF FRAMING BELOW AND CONNECT w/ SIMPSON HTS20 Q 32- O.C. OROOF FRAMING TRUSS PER PLAN BELOW J O2x F PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CF01/SD3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLIER ODOUBLE TOP PLATE OSIMPSON H3 OR H6 @ EA END OF TRUSS OR RAFTER TRUSS PER PLAN OR CONV. FRAMING PER OCOMMON CF2e/SDt w/ STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3W COX SHEATHING NAILED @ 6. O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT VANDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF 1?=1'4T FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGA10 @ 37 OC SIMPSON HGA10 0 32- W/ (4)1/4' x 3- SOS TO TOP O.C. W/ (4) 1Wx 3' SDS PLATES 8 (4)1/411-ItZ TO TOP PLATES 6 (4) SDS TO TRUSS 1 Wx 1-12' SDS TO TRUSS SHEATHING NOT REQ'D SHEATHING NOT REQT) TO BE CONT. @ THE TO BE CONT. @ 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. EXT. SHEATHING; SIMPSON H1GA ATTACH PER PLAN DIAGON, PLATE V BEAM CONNECTION FRAME WALL CONNECTION GABLE END TRUSS PER PLAN. TYP. REOU GABLE END'L'AND/OR'r BRACING STRONG BACK PER GABLE WHERE O.H>e', END BRACING CHART REFER TO GE315D2 2x4 SYP 02 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFY 1A HICH @ 16- O.C. MIN (2) TRUSS BAVS 9' MAX PLYWOOD CONDITION IS REQUIRED. CONTACT FOR FOR ADDITIONAL INFO AS REOD BACK FROM GABLE END (MIN. IB') Cox' O.H. 11 A23 DIAGONAL TO 1 TRUSS BOTTOM CHORD. REFERTO GE02 FOR RE00 PLYWOOD BRACING TYP. SHEATHING & 2x4 SYP n BOTTOM NAILING PER CHORD BRACING 016' PLAN SMALL O.C. FOR FALSE BEAM RUN CONT. ATTACHMENT IA6(3) ACROSS GABLE 0.148'x 8 TOE -NAILS TO BOTTOM OF EA. END MIN. (2) FALSE BEAM. TRUSS SAYS BACK ATTACHED PER FROM GABLE END NAILING (MIN. 48') SCHEDULE 2x TOP PLATE TO MIN. 21.4 SYP #2 GABLE END W/0.148'x STUDS 0Is- 3-1/4- NAILS @ 8' O.C. O.C. Ng SINGLE 2x4 SYP 02 FRAMING FOR FALSE BOTTOM & TOP BEAM 0 1S- O.C., IF REGO NY (4) PLATE W/ (3) 0.148-x 3' NAILS 0 EA. TRUSS 0.148''x 3' NAILS BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2x4 SYP 02 HORIZONTAL PER PLAN BLOCKING 0 16' O.C. W/ (3) IF REaD 2x4 n SYP 0.148'x 3' NAILS EACH END BLOCKING BETWEEN CLEAR SPAN CONNECTION STUDS ONLVIF FRAME DOVM! IS A SINGLE 2x ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WIDE :R) GABLE END C FLAT CEILING CONNECTIONS 3/4'=1'-0' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property 1 SHEATHING PER PLAN SHEATHING PER PLAN SEE TYPICAL HEADER TYP. TRUSS TO FRAME RATING DETAILS FOR IDDITON TYP. TRUSS TO FRAME CONNECTION PER 4FORMATION CONNECTION PER STD. CONNECTOR STD. CONNECTOR NOTES HEADER CAN BE NOTES + FRAME OUT TO BLOCK TITHER UPSET OR EDGE AS READ IOWNSET) 1� FRAME OUT TO BLOCK EDGE AS REQ9 x W/ (2) 0.167 x 3-1? 'OE -NAILS EACH END LAST STUD Of t I LAST STUD OF KNEE WALL I KNEE WALL JOINING UP I 3) 0.162' x 3_10NAILS JOINING UP TO MAIN HOUSE TO MAIN HOUSE TYP) WALLS SHALL BE ATTACHED TO (2) 2x TOP PLATE MIN. (2) 2x FULL HEIGHT WALL I WALLS SMALL BE ATTACHED TO MIN. STUDSW/(2)0.167x3-1? I (2)2x FULLHEIGHT NAILS 0 12 WALL STUDS VW I 31? NAILS I x4 SPF CONT. MIN. Dc4 SPF J12 KNEE WALL (212x>r2 SYP SEE PLAN 1 I @) 2' D.C. (LOCKING ATTACH TO WITH STUDS 0Is- O.C. W/ FOR BEAM SIZE �` 2.4 SPF 92 KNEE WALL I //6' OSBNW(2) STRUCTURAL SHEATHING I WITH STUDS @ 1S' 1.131' x 2-10 NAILS ON BOTH SIDES FROM TOP I BUILDER FRAME O.C. W4 STRUCTURAL ne' OSB EACH SIDE, OF WALL TO BOTTOM OF RADIUS AS REO'D SHEATHING ON BOTH vie"x 2 NAILS @ BEAM. ATTACHED PER I SIDES FROM TOP OF E O.C. TO SIDE & TOP NAILING SCHEDULE I WALL TO BOTTOM OF I JAILER OTHERNASE SP2 CLIPS a 1 BEAM. ATTACHED PER x BUCKS, EACH STUD TO DOUBLE TOP PLATEANDAND SP1 CUPS EACH NAILING SCHEDULE - STUD TO BOTTOM PLATE FO KNEEWALL AT DOWNSET BEAM 00* KNEEWALL AT UPSET BEAM 3/4-=1'4T 2x RAFTERS SEE SCHEDULE FOR SI PACINZE, -SIMPSON LSTA781F SG 8 SPAN USED IN LIEU OF INFORMATION COLLAR TIE 2x COLLAR TIE (MATCH TO RAFTER SIZE) LOCATED IN UPPER 3RD OF ATTIC SPACE. ATTACHED TO RAFTER MF (4)0.131' x 3' NAILS. NOTE: SIMPSON LSTAIS CENTERED AT ROOF PEAK, WRAPPED OVER RAFTERS S FASTEN Vff (7) 0.148' x 2-10 NAILS TO EA. RAFTER CEILING JOIST LOCATED AT THE BOTTOM OF THE ATTIC SPACE. SEE SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION CONVENTIONAL DORMER RAFTERS I� 1'-1 4T 9' MAX PLYOOD CAM. O.H. NOTE ALL GABLE 2,4 BLOCKS. (2) 0.162x 3.1? NAILS @ EA END. BLOCK ADJ. BAYS 0 EA DIAG. AS SHOWN. SEE ELEV. FOR O.H. SIZE BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS NA WHERE O.H > e', SYP82 OR BETTER 0.131-x2-1?NAILS 06- O.C.(4) BAYS MIN (1) REFER TO GE31/SD2 BAY AFTER BRACE IS REG'D) \ 12 2z8 SYP 62 DIAGONAL 12 BRACING 648' O.C. MAX. AS REQUIRED PER 0 148'x T GABLE BRACING LS DIAGONAL 12 CHART NCE TO GABLE 3CKING �72 \�\ SEE BRACING CHART(�) MAX. MID HEIGHT OR PROVIDE 20 BRACE 113RD HEIGHT TO EA. ADJ. DIAG. STRONG BACK FASTEN TO DIAG. AS REQ'D PER 1. w/(2) 0.162x 3-1? 24 SYP GABLE BRACING NAILS. DIAGONAL ',.. A CHART" U BRACING, SPACED A•, GABLE END i @ IB' O.C. SHEATHING BEGINNING 6'4r �Oz FASTEN PER y m FROM EAVES ', PLAN. GABLE BRACING CHART H GABLE BRACING + UP TO X-3' NO BRACE REQUIRED T-T-H64'-10' (1)2x4 L-BRACE 4'-10' < Hie'6' (2) 2x4 L-BRACE (SEE SECTION A -A) V-8- H6176' STRONGBACK B DIAGONAL BRACE @ MID+IEIGHT 176' < 1-1,111 STRONGBACK 6 (2) DIAGONAL BRACES 01ts AND 2/3 HEIGHT SEE GABLE CONNECTION DETAIL FOR REOV CONNECTIONS 2z4 ATTACHED TO EA GABLE 2x4 BRACE Nr1TH (2) 0.148' .3' NAILS (1) A23 FROM STRONGBACK10 DIAGONAL BRAAl 2x4 L-BRACE IF REQV SEE CHART. 0.14.13' NAILS 0 6' O.C. sea GABLE VERTICAL t-.- 2ND 2x4 L6RACE IF --^ READ, SEE CHART 216 AAGABLE VERTICAL L-BRACING 0.148x 3' NAILS 08-O.C. EO GABLE END BRACING (140D or 150C) STRONGBACK DETAIL 3/4'=V-Do If MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the (2) 2x 02 SYP SEE PLAN FOR BEAM SIZE (2) 2x PLATE (2)2ic SYP12 TOP PLATE - WALL SHEATHING PER - WF10/SD3 FASTEN SHEATHING TO HEADER BUILDER FRAME WITH RSRS-01 RADIUS AS READ (0.113'x2-3IS') RING SHANK NAILS IN 3' GRID (Ceiling Attached to Rafters) Live Load = 2DPsf, Dead Load = 20pd, Uk= 240. Fbzbb Finish Ontludira G- board) PATTERN 83' O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) 3/4'=l'4T 2x STUDS AS REOD @ 16' O.C. W/ (3) 0148' x 3-1/4' TOE -NAILS TOP 6 BOTTOM NOTE: IF PANEL SPLICE - IS NEEDED IT SHALL OCCUR WITHIN 21' OF 2 MID -HEIGHT. BLOCKING IS NOT REQUIRED. SYP#2 RAFTER SPANS SPACING (in.) 2.4 (ftAn.) Zz6 (ftin.) 2zS (ft4n.) 2x10 (Rtin.) 2x1 (ft4n.) 12 9-0 136 17-1 2D.3 23-10 16 741 11.8 1 14.9 1 17-6 206 19.2 7-1 10-8 1 136 16.0 Is-10 24 6-4 96 1 12-1 14-4 16-10 NOTES: 1) Span shall be measured along the horizontal poiecEon of there w. 2) RafterowMangs shall rot exceed )fro bier o/1lJ of the rafter span ar 2 feel CEILING JOIST SPANS SCHEDULE ca (Uninhabitable AtsWdrou[ Stage) Live Load = I Opsf, Dead Load = 5W. UiILL = 240, Flexble Finish (including G-en board) SYP92 CEILING JOIST SPANS SPACING (in.) 2z4 (ft,n.) 2ze (ft,n.) 2x8 (ft-in.) 2x10 (ft4n.) 12 I L10 1" 24-7 206 16 1(6 16-11 21-7 25.7 19.2 10.2 15-7 196 23-5 24 9J 1311 17-7 20-11 2x4 BLOCKS, 0.131'x r NAILS *EA END. BLOCK ADJ. SAYS @ EA.DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS / 0.131'x 2-1? NAILS @ 6- O.C. HTT4W/5c8'ALL - THREAD ROD. 7' MIN. EMBED AND MIN. 1.75' EDGE DISTANCE USING SIMPSON SET EPDXY OR EQUIV. ATTACH TO COLUMN USING (19) 0.162' x 2 10 NAILS FOUNDATION PER - PLAN; SEE MF10/S3 FOR CORNER BARS TOP B BOTTOM I SHEATHINGFROM BOTTOM OF HEADER/LVLTO TOP OF TOP PLATE fFULLSHEETOF EE PUN FOR HEADER LVL.AT GARAGEEADER OR LVL REG'O BE FULL LENGTH OF ARAGE IN(4)2xSPF/2STUAO EA END w/ (2) SIMPSON STA30 ON OPPOSITE DE OF SHEATHINGw/ 2)D.148' x 3' NAILS EA. PORTAL FRAMING DETAIL WALL SHEATHING PER WF10/SD3 W/0.131'a2-1? NAILS @ 3- O.C. IN ALL FRAMING (STUDS, BLOCKING, TOP PLATE, BOTTOM PLATE) -TYPICAL 2x SYP 92 PT SILL PLATE; IF OVERALL DIM ALLOWS ATTACH w/ J-BOLTS/ EPDXYANCHORS @ 37 O.0 PER BRG WALL SCHED. NO BOLTS wM 12' OF BASE CONNECTION 1?=1'-0' SHEATHING PER PLAN WHERE O.M. IS > 9', REFER TO GE31/SD2 CONT. 2.4 (5) 0.131'z 3' NAILS NAILS BRACE TO BLOCKING GABLE END PROVIDE 2x4 BRACE O SHEATHING FASTEN TO EA. ADJ. DIAG. PER PLAN FASTEN TO DIAG.w/(2) 0.1315c 3' NAILS. SPLICE AS REQO 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 REQUIRED 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 1, BLOCKING MASONRY) FOR NAILING PROVIDE BLOCKING BETWEEN TRUSS BAYS 2x4 SYP#2 BLOCKING 0 48- O.C. FOR FIRST 3 BETWEEN TRUSSES BAYS w1(2) 0.162x 3-i? TOE -NAILS EA ENO EO GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4'=1'4P expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. %r1111u11' l6 i1j1/l. 4rz M I. C V + O= 4`9 Z I j O N c LU LU j 0 u x m J - = Q Z t-a3 - go KWO BISTRUCTURALENG: TH I S STRUCT: IV >� tx pffQC: cc G w "No. STAR-18155 rsG1LE: AS INDICATED w DATE: 11N72023 a =1 SD1 NOTE: PLATE LENGTHS MUST BE AT LEAST Sd LONG. TYP. TOP SPLICE DOUBLE 2X4 TOP PLATE SIMPSON DTC, (2) ATTACH 2x4 STUDS TO TOP 0.131"x2-1?NAILS PLATE W/(3)0.148"x31M- INTOBLOCKING. (4) TOE -NAILS TYPICAL AT ALL TRUSS PER PLAN 0.131' z NAILS TO TOP PLATETE LOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD PIPE OR DUCT M (2) 0.148"z 3" NAILS @ 3' O.C. PENETRATION OF MORE WITHIN 48" OF SPLICE THEN THAN 5G%OF TOP (2) ROWS 0.148"x 3• NAILS @ PLATE WIDTH INSTALL B" O.C.OTHERWSE SIMPSON PSPNS,BZ W (12) 0.16n 310 NAILS TYP. TOP & BOT. ATTACH N4 STUDS (2) 0.148'x3' NAILS @ 3' TO TOP PLATE W /T O.C. WITHIN 48' OF (3) 0.148'1t -IW / SPLICE THEN (2) ROWS TOE -NAILS TYPICAL 0.148SI 3' NAILS @ 8' AT ALL LOCATIONS O.C. OTHERWISE 2X4 WALL BEYOND AGAINST 2xB STUDS �. Mqy ATTACHED PER (NFOBISD2) ATTACH.. STUDSTO TOP PLATE W/(4) 0.148'x 31N' TOE -NAILS TYPICAL AT ALL LOCATION VP N2 BLOCKING, 2x4 0 TYPICAL TOP PLATE SPLICE @ BRIG. WALL S® 24' G.D. W (2) 0.149• 3/4'-1-0' 31/4" END NAILS @ EACH END. VERTICAL BLOCKING & 2X4 SYP 92 RIBBON. 0.131'x 2-1/Z' NAILS @ 4" O.C. RIBBONS ARE NOT NAILED TO EACH WALL SHEATHING PER REQUIRED IF SOFFIT VERTICAL BLOCKING PLAN HAS BEEN DESIGNED W`(3)o13I*.3•NAILS. 2x WALL, SEE PUN TO SPAN THE 2z4 SYP 11 VERTICAL OVERHAND DISTANCE, BLOCKING. NAILED TO STD CONDITION @ FRAME WALL OR IF THE DESIGN TRUSSOVERHANGM PUNS SPECIFY (3) 0.131'x3• NAILS. (4) 0.148' x 3' NAILS ANOTHER METHOD OF SEE G. So @EA BLOCKING TO SUPPORT. REFER TO MVO SPEW S139 MPHL FOR BLOCK PLATE I MANUFACTURERS BLOCKING @ EVERY INFORMATION TRUSS PER PLAN TRUSS PER PLAN SPECIFICATIONS & OTHER TRUSS 48' O.C. DESIGN PLANS. MAX) T 0.146' x 3• NAILS WIC SPEED S170 MPR TO BOTTOM CHORD MULTIPLE VERTICALS &11LG EACH END OF RIBBONS REQUIRED IF BLOCKING ®EVERY DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 214 ON TOP WALL ORPRE- ASSEMBLED WALL OF N8 TO PAD OUT TOP PANEL W/ (2) 0.148"X 3" PLATE. ATTACH W/ (2) NAILS @ 8' O.C. 0.148'z 3' NAILS 3' O.C. (FOLLOW NAILING (SOLID BLOCK W 2.5) REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) PB, M/N TOP SPLICE - DOUBLE 218 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) -' •///(I FLOOR SYSTEM PER j PLAN, NOT SHOWN VJ THIS DETAIL FOR \� CLARITY. (2)-2x TOP PLATE PER PLAN. NAIL SHEATHING W (2} ROWS- \ OVERLAP TOP PLATE 0.131" x 2-1? NAILS & 3' O.C. AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT SHEATHING TO HEADER W/0.131'1Q-i? UP COLUMN BELOW W NAILS AT 3' O.C. HORIZONTALLY & 12) 0.148S13' NAILS VERTICALLY AT PORTAL FRAME. ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVPi20R BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2)-CS20 STRAP W 0.,49'YJ' NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM COLUMN ABOVE TO JACK STUDS. MIN. 9' END LENGTHS. (2)-2x BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. NO TOP PLATE SPLICES SHEAR WALL SEGMENT (DIMENSIONONED THIS DETAIL/SHALL BE INSTALLED CTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. SHEAR WALL lilt] \ . )tl 3.5' X 112T HEADER PER PLAN. 11111111 TOP PLATE CORNER TRANSITION �] _ 4 &, I T (2}LSTA38 OR (2}C520 STRAP W 0.14B' z 3' K. NAILS ON INTERIOR FACE OF WALL. STRAP 2 CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN (3}2X.WCK b (1 }2x KING STUD MIN. WEND LENGTH OVER JACK STUD. QI} BLOCKING BETWEEN STRAPS AND HEADER (3}2x JACK STUDS MIN. 7/16" STRUCTURAL 1 SHEATHING, OR 15I32+EXPOSURE 1 SHEATHING, DRILL THROUGH HEADERS FOR �I THREADED RODS. MIN. 12}2x4 eLlllltCY V C -W >Y'TO MAX. 12^. ROOF SHEATHING CONTINUOUS FROM BOTTOM PLATE TO COLUMNSS 91 MAX. CANTILEVERED 2'-0" OVERHANG NAILSTOSUS-FASCIA MID+IEIGHT OF FLOOR SYSTEM. SHEATH JACK COLUMN SHEATHING OVERHANG. & BLOCKING @ 3. O.C. SIMPSON HTT4 BASE INTERIOR FACE OF WALL CONTINUOUS ON EACH SIDE REFER TO GE315D2 FOR GABLE RAKE OVERHANG CONNECTORS W (18) 0.162'x2-1? NAILS & Se' FROM BOTTOM PLATE TO TOP PLATE. NAIL ALLEDGES TO STUDS OR COLUMNS W OHREA ED RQ� SUPPORT INFORMATION ROOF SHEATHING &NAILING THREADED ROD W MIN. 12 0.131• x 2-10 NAILS @ 3' O.C. & 3' O.C. IN ' REFER TO GE02 FOR GABLE ER STRUCTURAL COVER N4SYP.42SUBPASCIA EMBED BELOWCURB TO THE FIELD, A A WEB BRACING INFORMATION OTES. SHEATHING SHALL 2Xq SVP, i2 BLOCKING 18" ECONTINUOUS FROM END ® FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-1/4' EDGE (2}LI BOTTOM PLATE. NAIL TO j MIN. W BELVALLEYTRUSSESBEHIND TOP OF BPRED GABLE OF PRESENT), SHALL F OVER TO MIN.74T O.C. w/ (3} 0./31• x 3" DISTANCE FROM FACE OF SHEATHING W (2) ROWS 0.148" X 3' FOOTING BE CONNECTED TO COMMON EHIND GABLE TRUSS. TOE -NAILS EA END CONCRETE CURB NAILS ®3' O.C. ROOF TRUSSES PER TRUSS SUPPLIERS SPECIFICATIONS. GABLE TRUSS PER PLAN D2V OVERHANG: RQpP®(i(AM�•MAX (2(2)-2x BOTTOM PLATE. NAI L TO - --��\ (1) ANCHOR BOLT CENTER OF - VALLEY CABLE TRUSS PER PLAN GABLE SHEATHING & 2x4 SYP. n OUTLOOKER 24' O.C. MAX. M SHEATHING W/ (2) ROWS 0.148• x 3 NAILS @ 3' O.C. ' SHEAR WALL TO FOUNDATIONt. A PER DETAIL WF07A ON NOTES & `• BLOCKING OVERHANG EXCEE0524' pOOFF TRUSS (24' O.C. MAX) NAILING PER PUN. DROPPED GABLE:>W TO MAX 24-O.N.: ..: CONNECTOR LEGEND SHEET TRUSS BRG. & 2x4 SYP. 02 OUTLOOKER @ 19.2' OC MAX. 2X4 SYP �2 FLAT CORNICE 210 SYPI2 PLATE BEHIND TOP OF SPREAD FOOTING MIN. (2}2x4 SVPg2 FULL CONNECTIONS PER VALLEY GABLE TRUSS. TO (3)0.131'X3' TOE -NAILS FOUNDATION PER PLAN. HEIGHT KING STUDS (2) 0.148' z 3' NAILS TO BLOCKING, @ N' O.C. PER PLAN (BELOW GRADE) REQUIRED EACH HEADER BOTTOM CHORD W/ (2) 0,148" x 3-IW ENO DESIGN EA. COMMON ROOF TRUSS @EACH END OF NAILS @ EACH END. PLANS -h "1 SOFFITS & OVERHANGS W/ (2) 0.162•x 31? NAILS @ BLOCKING SYP COMMON 24'O.C. MAX. PER DESIGN PLANS. 7d OVERHANG WALL SHEATHING PER ROOF TRUSSES ATTACH VALLEY GABLE PLAN ?`l MAX. 17 MAX. FASTEN SOFf1T TO CORNICE, EXTERIOR PER PUN. TRUSS TO EA. TRUSS BELOW ROOF SHEATHINb 24 SVP. M2 SUBFASCIA 2x WALL, SEE PLAN WALL, AND RIBBONS ROOF SHEATHING & NAILING W/ (3) 0.162'x 31lI NAILS NAILING PER STRUCTURAL SOFFIT OVERHANG OCKI 014WX COVER NOTES (2} H25A GABLE TRUSS TO ALT. BLOCKING @ FRAME CONDITION ••' �"1 WALL CLIP DETAIL (150 MPH EXP. C MAX) 3/4•=t'-V 2X CRIPPLES @ 16" O.C. W SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE "WHEN STUD LENGTH IS < 12' USE LSTA30 STRAPS AT EA STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W (11) 0.IWx3'NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2)ROWS 0.148"x31W NAILS STAGGERED 012' O.C. EA FACE OR (3) ROWS 0.148' z 31W NAILS STAGGERED @ 12' O.C. FOR 2XIO OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REO'D. IF WI SHEATHING CANT BE INSTALLED PER WF1(/SD4)KN FILLING AND BLG AS REGO M(2)ROWS OF 0.148' x 31/4'@ 1S' O.C. TO HEADER LINO 2X STUDS TYP. ATTACH JAMB STUDS PER WFOS/SD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND PER DESIGN PLANS OR PER PLAN. 2x BL NG W/ (3) OUTLOOKER. LENGTH PER PU1N MANUFACTURERS 3-IW TOE -NAILS EA. END SHEATHING SHALL BE WRITTEN CONTINUOUS FROM END DROPPED TOP CHORD _OF OVERHANG TO MIN. SPECIFICATIONS. Z-0 BEHIND CABLE TRUSS. GABLE TRUSS PER PLAN SOFFIT SUPPORT FOR OVERHANGS > 12" VALLEY GABLE CONNECTION - 150C MAX. E3 GABLE OVERHANGS UP TO 24" r=rdr r=ra' (2)ROW50.148'x31/4' NOTES: NAILS STAGGERED @ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 12. O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST 31P OF THE THICKNESS OF THE LAST LAMINATION (3) ROWS 0.148' X 31W 3) FOR SPLY, PROVIDE 1 /4'OIA. z S1? LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) NAILS STAGGERED @ 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN H-IW O.C.FOR 2Xi00R 1"EDC'E 1-1?EDGE 2-1?EDGE GREATER HEADER 0.148• x 3' D w O 2-10 LSTA30 HEADER TO 1.1? w STUDS U.N.O. (ONLY CC REDO. IF WALL 1x SHEATHING CANT BE I 0.148' z 3' NAILS INSTALLED PER WF10/SD4) 0.148'x 3'OPP. SIDE DOWNFRAMETO i I I < I I a I I DOOR O1 n 0.148' x 3" NAILS 2X STUDS TYP. OPP. SIDE (2) Z,4's (2) 2x6s (2) 2xe's ATTACH JAMB STUDS PER WFOS/SD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET OPENING SHEET P.T BASE PLATE SP4 @BASE OF EA STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS P.T BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED, 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SP4 @BASE OF EA. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS BEARING WALL SHOWN ON STANDARD DETAILS. SCHEDULEFOR MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN. REFER TO THE TYPICAL HEADER DETAIL (VE) HEADER SUPPORT SCHEDULE ON NOTES& CONNECTOR LEGEND SHEET. UPLIFT CAPACITY @ HEADER TO STUD = 7000 1?=1'V' 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDITL KINGS AS REO D. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property, (2) 2x COLUMN TYPICAL BUILT-UP STUD COLUMN DETAIL 1 1?=1'-0' 1'=1'4' E/ PLIES FASTENED W08/SD2. P ER WFND 314' DIA F1554 OR 38 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION 50 DIA. SIMPSON HIGH STRENGTH THREADED ROD MAY BE SUBSTITUTED. PROVIDE NUT & 3•x512'x1? PLATE WASHER ABOVE DOUBLE TOP PLATE. NUTS SHALL BE SNUG TIGHTENED-2/3 TURN. COUPLERS WITH WITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE 31? X 31? ENGINEERED THRTOP OAF SPREAD ED ROD FTOOTING USING SIMPSON SET-XP EPDXY OR EOUFV.ED. E OXY ANCHOR TO FOUNDATION MIN. SECTION /`.A LUMBER JACK COLUMNS. BUILDER ALTERNATIVELY USE A 3/4' DIA (OR SM DIA HIGH STRENGTH) ONE JACK COLUMN ON EACH SIDE OF EACH CAST4N-PLACE THREADED ROD W 3'k3'0.229• PLATE WASHER SANDWCHED THREADED ROD. BETWEEN TWO HEX NUTS, MIN 8" BELOW TOP OF SPREAD FOOTING SHEAR WALL DETAIL BETWEEN OPENINGS 1?=1'-0- OUTSIDE (2)DMk EGG DISTANCE PER DETAIL Z 0.148'x 7 NAILS z Z w � u z 7 a m m � o � a m m I -.......... a a -... ..-. - O o z U 0.148'z3+NAILS i - i N I I DPP. SIDE ¢ DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8' O/C STAGGERED. OUTSIDE NAILS NAILED AT 8. O/C. OUTSIDE 2x s (3+) 2x COLUMN 0.131•x 2-10 SEE GEG2 OR GE311 S02 SEE GE01 FOR NAILS @ 4"O.C. FOR OUTLOOKER OR 0.131"x 2-10 OUTLOOKERORL CONY. FRAME OR NAILS @ 4' O.C. SHEATHINGGSHEATHING RAME VALLEYAME OR CANTILEVER CANTILEVER PER PUN VALLEY TRUSS r CONY. O ES FRAME VALLEY TRUSFRAME PER PLAN EXT. SHEATHING; ATTACH PER NAILING GABLE TRUSS SCHEDULE EXT. SHEATHING; ATTACH PER CONT. PLYWOOD ROOF NAILING SCHED. SHEATHING PER NAILING SCHEDULE OR (2) 0.162"x 31/2" NAILS OPT. 34 BLOCKING TO E0. COMMON PERP. TO EA. VALLEY TRUSS'j TRUSS NAILED TRUSS BELOW @ 2/' @ GABLE TRUSS TO TOP I O.C. WI (2) 0.1821131? PLATEW/SIMPSON I HGAIO @ 48' O.C. MAIN SPAN NAILS TVP. ROOF TRUSS ATTACH TRUSS TO MAIN SPAN ROOF TRUSS Jjll DOUBLE TOP PLATE UPLIFT CONNECTOR TRUSS BELOW USING (3) 0.162•x 3-1? NAILS UPLIFT CONNECTOR PER PLAN (SEE SCHEDULE) 2X BLOCKING W/(3) (SEE SCHEDULE) EXTERIOR BEARING 0.148'1t 31M DOUBLE TOP PLATE WALL PER PLAN TOE44AILED @ EA. END PER PLAN CONNECTION TO WALL CONNECTION TO TRUSS EXTERIOR BEARING WALL PER PLAN GABLE END AT VALLEY FRAMING CONNECTION 3/4'=I'4P If MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 02 SYP CONT. LEDGER OR TRUSS CHORDS. NAIL TO WALL FRAMING MEMBERS W/(2) 0.148'x 31 /4' NAILS @ 24' O.C. MAX IF MASONRY USE (2) Ile TAPCONS OR EQUAL @ 24. O.C. W/ MIN. 14 W EMBEDMENT. MAINTAIN 4' END DISTANCE & 1' EDGE DISTANCE -lam TRUSS OR ROOF RAFTER WOOD/MASONRY WALL OR TRUSS, SEE PLAN LEDGER @ LOW ROOF I\ / 3/4•=1'47 expiressssed, written consent of MONTA CONSULTING & DESIGN, 0 (2) 2. BUILT-UP COL 2x BLOCKING W (2) 0.148"X31M" NAILS @ EACH END - SIMPSON LSTA30 W - (22) 0.148'x3' NAILS 2 (ALL CORNER S CONDITIONS STRAP AROUND TALLER STUD) (2) 2X TOP PLATE - ATTACH 2, TO - BUILT-UP W(2) ROWS OF 0.148'x3' NAILS STAGGERED as-O.C. (2) 2x TOP PLATE SEE FLOOR PLAN FOR MORE SRG. WALL INFO STEP 9D BEARING FRAME WALL 3/4'=1'-0 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.148'x31 W 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 55' THREADED ROD w/ FOR ADDITIONAL INFO a NUT SET IN ADHESIVE Jam/ SIDE VIEW ASE OF POST CORNER COLUMN FRAMING / 3/4"-1-0" WMMRR & ASSOCIATES, LLC is strictly prohibited. '011iiiil/111 ewJ TH � sTRUDr: W a: QC Clffp(: CC 0 w JDe N". STAR-18156 I SGNE: AS INDICATED w DATE: 1IM7120M SD2 OL S ROOF SHEATHING, TD FASTEN PER PLAN Ty0 `SS SOFFIT, ATTACHMENT, & REINFORCEMENT PER ARCHITECTURAL _ DESIGN PLANS. CORNICE PER 2x SCAB w/ 0.148"x 3' ARCHITECTURAL NAILS 04' O.C. DESIGN PLANS. PER No TRUSSES PER PLAN TRUSS CONNECTION PER PLAN 2z FRAME WALL PER PUN Vk SEE ELEV. FOR O.H. SIZE CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG / 3/4"=1'-0" SHEATHE ROOF PRIOR TO OVER FRAMING. 2.6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 0.1 W x 3" I NAILS 0 EACH END (rYP.) o_ 2.6 RAFTER TO 2.8 RIDGE I BOARD W A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE 1 (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU 0.5.8 L SHEATHING (THICKNESS PER J PLAN) TO PRE-ENG TRUSS BELOW W/ 1/4'x412 SIMPSON SDS SCREWS 2x6 2X8 RIDGE BOARD PLATE TO TOP CHORD OF FASTEN CONV. 2, VALLEY RAFTER EACH TRUSS BELOW 21B,x 024' FRAMING (OR PRE-ENG VALLEY TRUSSES) O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 0R LSTA12 CONNECTORS ((5) 0.131' x 2-12 FO FIELD FRAMED VALLEY DETAIL NAILS) @ EA. RAFTER TO PLATE CONN. 12=1'41' (2) 2x TOP PLATE - (2) 2. HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS WINDOWSEEPLAN - FOR LOCATION 2x BLOCKING .1(2) 0.148" 31W TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W 0.148" 3114" @ 2,r O.C. TO FLOOR SYSTEM BELOW PLYWOOD FL CORING - SEE FLOOR FRAMING PUN FQR MORE INFO SEE PLAN FOR FLOOR SYSTEM DIRECTION & MORE INFO FLOOR BEAM SEE - 2X4 SYP #2 BLOCKING @ 48" O.C. MAX. W (3) 0.14rx3-1/4' TOENAILS 0 EA. END. REDUCE SPACING TO 2 r O.C. @ WALLS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC 0 EACH HORIZONTAL BLOCK LOCATION. ATTACH W (8) 0.131'x2-12 NAILS (MAX r VERTICAL GAP BETWEEN I7LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 17 LONG W HORIZONTAL BLOCKING LOCATION FOR CUP ATTACHMENT. ATTACH 0.0.WALLSINGLE TOP PLATE W / MIN. (4) 131'x 2-1? NAILS. SINGLE Zx TOP PLATE LE� VW2 NON IN�-BEARING WALL ROOF SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 12=1'd TRUSSES AT 24" O.C. TYP. NON -LOAD BEARING WALL PER SIMPSON DTC 0 4r PLAN. STUDS @ 24- O.C. ATTACH W (6) O.C. MAX. STUD 0.131'x 2-12 NAILS SPACING TO BE (MAX 1/4' VERTICAL REDUCED DOWN TO GAP BETWEEN 12'16'O.C. MAX.• LONGBLOCK&TRUS CARRYING LOCATIONS CABOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACIN SHELVING. TO 24" O.C. FOR WALLS CARRYING HOLD TOP OF LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAVY WALL DOWN 1-12 SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 11' LC CHORD. 0 TRUSS LOCATION FOR CLIP ATTACHME'. W ILL O.C. ATTACH T1 WALL SINGLE TOP PLATE W / MIN. (4) 0.131"x 2.1? NAILS. SINGLE 2. TOP PLATE (2) 0.148x3-1/4• NAILS ALLBROW FRAMING 0 EACH STUD SHALL BE MIN, 2X4 SYP 92, OR P.T. IF IN 2x4 STUDS 0 16' O.C. CONTACT WITH 12 GYP. BOARD LEDGER MASONRY b SPACED SIMPSON H10A0 CONNECTION PER NOT MORE THAN 24" O.C. EACH DIAGONAL BELOW, SLOPE CUT ROOF SHEATHING BRACE AS REQUIRED AND NAILING PER PLAN CS78 EA. STUD ABOVE SEE PLAN FOR MIN. 2X4 SUB FASCIA TO STUD BELOW W IZ WALL TYPE AND SLOPE CUT AS 11' END LENGTHS & SPECIFICATIONS REOUIRED. (18) 0.131'x2-12 NAILS FASCIA PER DESIGN 2. BOTTOM PLATE, PLANS ATTACH TO DOUBLE 1-1 FASTEN EACH SEE DESIGN PLANS FOR TOP PLATE W(2) MEMBER, EACH ADDITIONAL INFORMATION 1N14-12 SDS END, W (3) 0.148913" NOT SHOWN THIS DETAIL SCREWS W 12' O.C., STAGGER ROW58' TOENAILS MAX. V- 7 MIN. (5) 0.149),T NAILS LEDGER TO WALL CONNECTION AT EACH DWALLD LEDGER MEMBER: Zx BEARING WALL WITH ROOF LOAD CMu. MIN. (2) 1/4" TAPCONS W/ 1-1/4- EMBEDMENT INTO CMU @ 16- O.C., V EDGE & REFER TO BEARING 4"END DISTANCE WALL SCHEDULE FOR FRAME: STUD BASE MIN. (2)1/4' SDS SCREWS W 1-12 EMBEDMENT @ 16' O.C., 1" EDGE & 4- END CONNECTION & DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF BOTTOM PLATE VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS ANCHORS 02 BROW FRAMING DETAIL MAX. 1'-0" O.H. F1 BRACING 2 STORY FRAME WALL \ 1 Jr=1'-01' 2x STUDS. SEE FRAMING PLAN FOR u� crtnvrt vvw-L SHEATHING PER PLAN u a wa , occ rrtiw„n� rwv rvrt SPACING AND GRADE. SEE ARCH PLAN TO SHEATHING PER PLAN ATTACH SPACING AND GRADE ATTACH PER NAILING VERIFY SIZE PER NAILING SCHEDULE AND SEE ARCH PLAN SCHEDULE TO VERIFY SIZE SEE WF10/SD4 FOR SEE WF10/SD4 FOR SHEATHING SPLICES. 2x BOTTOM PLATE W 0.148"x 3-1/4" NAILS @ 6' 2x BOTTOM PLATE W SHEATHING SPLICES, O.C. INTO TRUSS/RIBBONS OR BLOCKING 0.14B'z 31M' NAILS 0 ATTACH 2x4 CONT. RI ' FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES S" O.C. INTO TRUSS/ TO FLOOR TW (4) w RIBBONS OR BLOCKING 0.162'k312 2x412 SYP BLOCKING 0 48' O.C. W w 3/4' FLOOR SHEATHING (2)0.148-x 31M' TOENAILS EACH END (1) ROW 0.131SQ-12 NAILS ] W F ATTACHED PER FLOOR w 0 3" O.C. WALL SHEATHINGPRE ENGINEERED NAILING NOTES u rTO i BOTTOMPLATEbTOP/ CHORDTRUSSES 024" O.C. (1) ROW 0.131'x2-1? _ ,RBOTTOM m a y 2x612 SYP ANGLE AGAINST TRUSS OOO MAX. PER PLAN 0 3' O.C. WALL Z w i O VERTICAL @ 48" O.C. W (3) 0,148xNAILS SEE ARCHES FOR ROOF SHEATHING TOBOTTOM Q p O 31N' NAILS EACH END WATERPROOFING AND PLATE &RIBBON LL 2 0FINISH 01`FLOOR TRU55 PER PLAN0TRUSS ANCHOR (SEE FLOOR SYSTEM PER PLAN. < m <PLAN) 2x4 SVPi2 VERTICAL W 48' O.C., NAIL TO 2x STUDS,SEE FRAMING PLAN ATTACH i0 BEARING WALL ATTACH RIBBOOP TOP &BOTTOM CHORDS OFTRUSS/JOIST FOR SPACING AND GRADE AND iZROOF SHEATHING USING (3) 0.131'k2-12 TOENAILS PLATE W/ SIMPGA70 W W (3) O.t4B'x3'NAILS, EA SEE ARCH PLAN TO VERIFY SIZE U OATTACHED PER NAILING SCHEDULEATTACH DOUBLE h TOP PLATE PER __ O C. W/ (d)-1? TRUSS BOTTOM CHORD TO PLAN. DOUBLE ROW OF S& 4 1/4 x 3 NAILS FOR EXTERIOR EXTERIOR WALL SHEATHING PER WF10/SD4 SHEATHING PER PLAN WALL BELOW USING (2)1/4•x4-12 SOS SCREWS 016' O.C. MAX 2. 12 SPF STUDS @ 1S" 2. STUDS, SEE FRAMING PLAN ATTACH PER NAILING DOUBLE 2x TOP PLATE PER PLAN. O.C. w/ EXT. SHEATHING FOR SPACING AND GRADE AND SCHEDULE DOUBLE ROW OF NAILS FOR EXTERIOR FROM TOP OF WALL TO SEE ARCH PLAN TO VERIFY SIZE SEE WF100SD4 FOR SHEATHING PER WFI0fSD4 BOTTOM OF TRUSS/ SHEATHING SPLICES. GIRDER. ATTACH PER NAILING SCHEDULE $2 PERP. FLOOR TRUSS SECOND FLOOR _2 PARALLEL FLOOR TRUSS SECOND FLOOR 3/4"=1'-0" 3/4"=1'.0' WF100SD4.IF WALL SHEATHING ISNT CONT. LSTA78 STRAPS ARE REDD FROM STUDS TO GIRDER BELOW IF TRUSSES ARE PARALLEL TO WALL, N4 PLYWOOD CRICKET 12 SVP CONT. W (2) 0.148" z 31 W NAILS AT EACH STUD ROOF SHEATHING ATTACHED PER SEE WF10SD4 FOR SHEATHING SPLICES. SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING O.S.B. TO OVERLAP BOTTOM PLATE 1.114" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W 1/4'x312' SIMPSON SDS SCREW @ 16' O.C. (2) 2.4 TOP PLATE (2)2x SVP12 TOP PLATE WALL SHEATHING PER WF10/SD3 FASTEN SHEATHING TO HEADER WITH RSRS-01 (0A13"x2­W)RING O' SHANK NAILS IN 3' GRID j I. PATTERN & 3' ALL FRAMING (STUDS 3 AND SILLS) Cr 2x STUDS AS REO'D @ 16" O.C. w/ (3) 0149" x 3-1/4' TOENAILS TOP & BOTTOM NOTE: IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN 24'OF MIDNEIGHT. BLOCKING IS NOT REQUIRED. s O a MIN. 2x8 SYP /2 FOR CONVENTIONAL FRAME USE SIMPSON LEDGER FOR LRU28Z WI(g) 0.148" x3" NAILS OR FOR CONVENTIONAL PRE{NGINEERRED TRUSS USE SIMPSON FRAME AND MIN 2.6 HGA10 USING (8}t M'x 1-12 BOB SCREWS SYP12 FOR PRE-ENGINEERED SHEATHING PER PLAN TRUSS. ATTACH TO MIN. 2.6 SYP i2 STUDS W/(2)1/4' x I RAFTERS OR Zz4 SYP TYP. NON -LOAD 4-12 SIMPSON SDS SCREW5018'O.C. 12 PRE-ENGINEERED 12 ROOF TRUSSES SEE BEARING WALL PER MAX.; TO GABLE END 24. O.C. MAX. PLAN PLAN. STUDS 0 24- STUDS W/ (2) (5) 0.148-x3' NAILS FOR O.C. MAX. STUD 1/4' x 312 SIMPSON CONV. FRAMED SPACING TO BE SDS SCREWS @ 16" MEMBERS ONLY REDUCED DOWN TO O.C. MAX; TO FASCIA PER 16" O.C. MAX 0 MASONRY W 2.6 P.T. COMMUNITY LOCATIONS CARRYING SYP 12 LEDGER W/ (2) SPECS LOADS SUCH AS 1W x3WTAPCONS CABINETS OR HEAVY @ 12' O.C. 4'4T MAX 4 SYP 12 OR SHELVING. SIMPSON LUS24 W RE -ENGINEERED ROOF TRUSSES DESIGNED _ EXT. WALL I TRUSS (6) 0.146'x 1-12 NAILS FOR SHINGLE ONLY • 2.4 SYP 12 LEDGER. ATTACH TO STUDS OR HOLD TOP OF BEAM W (2)1/4" x 4-12 SIMPSON SDS SCRENSy NON -LOAD BEARING 0 16"O.C. MAX; TO GABLE END STUDS W/(2) 7 WALL DOWN I-12 1W.3-112' SIMPSON SDS SCREWS @ 19' O.0 '+ BELOW BOTTOM OF MAX.; TO MASONRY W 2x4 P.T. SYP /2 LEDGER TRUSS BOTTOM CHORD. W/ 1/4" x 3-1N" TAPCONS @ 12" O.C. q ����,, ADD't TYPICAL SHED ROOF DETAIL J 2X4 BLOCKING W (2) 0.16n3-12 NAILS @ EA. END. BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W 0.131-.2-12 NAILS 0 S' O.C. (6) 0.167x3/2 NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2X4 SYP 12 CONT. BRACE W/ (2) 0.162Y312 NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2X4 SYP 82 DIAGONAL BRACE W 48" O.C. MAX. 45' FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. 0.148'.3-1M' TOENAILS TOP & BOTTOM IFULLS EET OF SHEATHING FROM BOTTOM OF HEADER/LVL TO TOP OF TOP PLATE ISEE PLAN FOR HEADER OR LVL. AT GARAGE, HEADER OR LVL REQD TO BE FULL LENGTH OF GARAGE MIN (4) 2x SPF !2 STUDS �@ EA. END w/ (2) SIMPSON LSTA30 ON OPPOSITE SIDE OF SHEATHING w/ (22)).148' x 3" NAILS EA. -WALL SHEATHING PER WF10/SD3 W0.131' x 2-12 NAILS @ 3' OC IN ALL FRAMING (STUDS, BLOCKING, TOP PLATE, BOTTOM PLATE) - TVPICAL PRE-ENGINEERED/T JOISTS FLOOR SYSTEM NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PULNS. I v ROOF SHEATHING & NAILING PER ROOF NOTES. ROOF TRUSSES PER PUN. 1`� U.N.O. ON FRAMING PLAN: (2)-6- SIMPSON SOWC15600 SCREWS EA. TRUSS TO TOP PLATE. REFER TO ---� DETAIL 51SDWC. / 2M FLOOR PLATE h `11 PER PLAN MIN .112 GYPSUM WALLBOARD I �~ OVERHANG d CORNICE PER DESIGN CEILING PER -- PUNS. Fe""'.3. 2x SYP12 SUBFASCIA W (3)- 0.131"1 CEILING IS NOT WEND NAILS TO EA TRUSS (U.N.O.) DESIGNED AS A DIAPHRAGM. DOUBLE Z. TOP PLATE. REFER TO DETAIL WF07/SD2. (3)-0.131"z 3' TOE OR END NAILS, EA STUD TO TOP PLATE. (1)-6- SIMPSON SDWCI5600 SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDLAWC; EA, STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WFiO/ SD4 MID -HEIGHT Zx BLOCKING, MATCHING SIZE & SPECIES OF STUDS, NAILED BETWEEN STUDS W/ (3y 0.131' x 3' TOE OR END NAILS. 2. STUDS, SPECIES AND SPACING PER FRAMING PLAN. S1ZE PER DESIGN PLANS MIN. 12' GYPSUM WALLBOARD PER FBC-R7023. 3W FLOOR SHEATHING PER FLOOR FRAMING NOTES. 31' x 3' TOE OR END NAILS; EA. STUD TTOM PLATE. FLOOR TRUSSES OR JOISTS PER +PER FRAMING PLAN. REFER TO DETAILS WS20 AND WS21 ON THIS SHEETFOR FLOOR -TO -FLOOR CONNECTION INFORMATION. 1'k FLOOR PLATE PER PLAN DOUBLE 2x TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131' x 3' TOE OR END NAILS, EA STUD TO TOP PLATE. MIN, 12 GYPSUM WALLBOARD CEILING PER FBCR302.13. EXCEPT WHERE SM' TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBC-R .6. CEILING IS NOT DESIGNED AS DIAPHRAGM. EXT. WALL SHEATHING PER DETAIL WF10/ SD4 MID -HEIGHT 21 BLOCKING, MATCHING SIZE & SPECIES OF STUDS, NAILED BETWEEN STUDS W (3)- 0.131' x 3" TOE OR END NAILS. 2. STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. MIN. 12 GYPSUM WALLBOARD PER FBCR702.3. (2)- d-11I SIMPSON SDWC1545D SCREVS, INSTALLED PER DETAIL 101 SDWC; EA. STUD TO BOTTOM PLATE. (3f 0.131' x 3" TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. 2. P.T. BOTTOM PLATE. PLAN FOR ATTACHED TO UNDER SIDE OF SHEATHING NOTES: FOUNDATION PER CONNECTION SLAB ELEVATION 1) REFER TO EXT. FRAME WALL - DETAIL WF07AI NOTES pER PL� IF TRUSSES ARE PERP. SEE TRUSS LAYOUT NO SIDING UNDER FACIA IN SCHEDULE ON FRAMING PLAN FOR - b CONNECTOR LEGENDS TO WALL. INSTALL 2x4 BLOCKING FOR TRUSS LOCATION THIS AREA. JUST EXPOSED SHEET U.N.O. W (2) 0.148' z 31At' TOENAILS EA & CONNECTION INFO FLASHING STUD GRADE &SPECIES FOUNDATION PER PLAN. 2) TOP & BOTTOM PLATES SHALL BE v END AND (2) 0.148' x 31/4' NAILS SYP12 MIN. OR THE SAME GRADE & ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6). TO EA. STUD. SPECIES AS STUDS MAX. PLANE SHEAR: 192 PLF UPi MAX. UPLIFT: 442 PLF VF1 TYPICAL CONNECTION @ GIRDER OR BEAM SO CRICKET DETAIL NOT USED 1&19e PORTAL FRAMING DETAIL - UPPER FLOOR SO TYPICAL TWO STORY EXTERIOR WALL -I JOIST a 3/4'=1'V (FRAME -FRAME) 12=1'-0' 3/4'=1'-X v 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 2' RAKE W/ FLASHING DOWN TO ROOF BELOW &FACIA OVER TOP (2) LAVERS OF 1' THICK GYP. SHAFT LINER PANELS, UP TO ATTACH COLUMN TO - COLUMNSEAMIGIRDER BELOW W/(2) SIMPSON MSTC40 W/ (24) 0.148' x 3-1/4' NAILS CENTERED W/ 21-1/4" CLEAR SPAN & 9' END LENGTHS ,111i111//�� ^' 4� 2� o .Z- rid G�% I ��p U) T p J O Q C - W z o z� Q y1 W �� W IL IL6w Q oa 1 M. � C Z _... 0 b N C MCI u LU az xLU - iao F- 0 1... - W R'WO 61RUC1URAL ENO: TH p y1 JDS No. STAR-18155 rSCALE: AS INDK.ATED w DATE: 11p]R023 SD3 WINDOW JACK STUD COLUMN PER PLAN. MIN. (2)- DI SYPI2 STUDS EACH. (1). 6- SIMPSON SONIC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL IWSDWC) (TWO SCREWS TOTAL). HOLD CRIPPLE STUD BELOW SILL PLATE SHORT TOALLOW PROPER INSTALLATION OF SDWF SCREW. NAIL TO JACK STUDS W MIN.(4}0.131' x 3' NAILS. FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE b SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE 2, TOP PLATE PER PLAN. i MIN. (2} Z. SYPM2 STUDS MATCHING SIZE OF COLUMN ABOVE, CENTERED BELOW JACK STUD COLUMN. COLUMN TO HEADER CONNECTION ACROSS FLOOR COLUMN, OR JACK b KING STUDS PER PLAN. MIN. (4} N STUDS. (2)-41? SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 101SOWC) FLOOR SYSTEM PER PLAN, SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE b SPECIES OF COLUMN ABOVE. TOP OF PLATE PER P AN DOUBLE 21 TOP PLATE PER PLAN. (1} G' SIMPSON SDWC SCREW INTO WADE FACE (PER DETAIL I01SDW C) OR NARROW FACE (PER DETAIL INSDWC). COLUMN PER PLAN, ALIGNED WITH COLUMN - ABOVE. MIN. (4)- 21 STUDS. COLUMN TO COLUMN CONNECTION ACROSS FLOOR 2. DBL TOP PLATE - BEVOND --__-. II 6 I - - -1r Tr �l _ 111 JL III III OPENING III III III 3 II AROUND III OPENING III III I II II ILI I�% CUT TOFI OPENING SIZE i NOT USED (1)- W SIMPSON SDWC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL INSDWC) (TWO SCREWS TOTAL). (3)- SIMPSON SDWF2724TUW SCREWS: ONE ON EACH SIDE OF COLUMN W// MAX. 1' FROM EDGE OF WASHER TO COLUMN, AND ONE CENTERED BETWEEN COLUMNS. (2} S' SIMPSON SONG SCREWS INTO NARROW FACE OF STUD COLUMNS (SIMILAR TO DETAIL 13ISDWC) (4 SCREWS TOTAL. UPUFT CONN. CAPACITIES: (2)SDWC15600 900N/COLN. SO WF2724s: 141 SN/COLN. (1).4. rr SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13SDWC) (TWO SCREWS TOTAL) (2}4/? SIMPSON SDNC SCREWS INTO WADE FACE (PER DETAIL 10/SDWC) (2} SIMPSON SDWF2724-TLIW SCREWS EACH SIDE OF COLUMN W/ MAX. I" FROM EDGE OF WASHER TO COLUMN. (1)-6 SIMPSON SDWC SCREW INTO WADE FACE (PER DETAIL 1 DSDVD) OR NARROW FACE (PER DETAIL 131SDWC). (1). 6- SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SUWC) (2 SCREWS TOTAL). UPLIFT CONN, CAPACITIES: (4)SOWC15600: 1. ISISOWC15450: 19700 DWF2724: 253N COLUMN, OR JACK b KING STUDS PER PLAN. MIN. (4)- 2. STUDS. (2)4112` SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10/SDWC) FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE b SPECIES OF COLUMN ABOVE. TOP OF PUTE PER PLAN DOUBLE Z. TOP PLATE PER PLAN. HEADER PER PLAN. COLUMN, OR JACK b KING STUDS PER PLAN. MIN. (4} 2x STUDS. (2)- 41? SIMPSON SDWC SCREWS INTO WADE FACE (PER DETAIL IWSDWC) FLOOR SYSTEM PER PLAN, SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE b SPECIES OF COLUMN ABOVE. TOP OF PUTE PER U PN DOUBLE Zx TOP PLATE PER PLAN. MIN. (4} 2x SYP62 CRIPPLE STUDS MATCHING SIZE OF COLUMN ABOVE, CENTERED BELOW COLUMN, CRIPPLE LENGTH TO BE T MIN. HEADER PER PLAN. UPSET HEADER 1 1? O.C. DOWNSET HEADER COLUMN TO HEADER CONNECTION ACROSS FLOOR r=ra 1 SHEATHING INSTALLED VERTICALLY OR HORIZONTALLY - FLOOR SYSTEM (WOIST OR SYSTEM42/ FLAT TRUSS) TOP b BOTTOM USING (1) ROW OF 0.131'Y2-1? NAILS • 3' O.C. SEE WS20 AND WS21 FOR ADDITMAL INFO. Q NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 0.131"X2-12• NAILS • TOG. WALL SPLICE, FIELD VERIFY IF REQUIRED " cup - O NAIL OPENING PERIMETER .1 (2) ROWS OF G131•k2-1? U NAILS 0 3' O.C. IN HORIZONTAL CONDITIONS WALL SHEATHING C < LL w i p O NAIL INT. W 0.131'x2-1? NAILS 017 O.C. b NAIL EDGES 6' O.C. U.N.O.ON PLANS. STAGGER ALL VERT. PANEL JOINTS SPLICE, SEE SPLICE DETAIL. MAX 1AL r _ O PLYWOOD SPLICES •HEADER -NAIL SHEATHING TO SPACE BETWEEN O i HEADER W 0.131'k2-1? NAILS • 3' O.C. (2) ROWS Q PANELS Y TOP b BOTTOM 2x STUDS BEYOND, i $ i � EXTERIOR SHEATHING SEE PUN FOR MORE r m PROVIDE PIECE OF INFO w F p SHEATHING BETWEEN w Op EXTERIOR WALL F a 8g SHEATHING b BLOCKING. w i W LL SHEATHING TO HAVE SAME THICKNESS b < STRENGTH ORIENTATION U AS EXTERIOR WALL - �� 2x BOTTOM PLATE STUD PER PUN SHEATHING JOINT, MAX. 1/8" GAP Z:/ BEYOND SEE PLAN (2)ROWS OF 0.13152-1? SHEATHING DIAGRAM 2x6 BLOCKING PLACED NAILS E 3- O.C. TOP b AATHM SDNMULE @ FRAME OVER FMW WALL FLATWISE W (2) 0.167x 3-1? NAILSI BOT. OF SHEATHING EACEND HSCALE:3/4'=14Y SPLICE GYPSUM WALLBOARDEATHING SPLICE DETAIL (1)- 4.1? SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (TING SCREWS TOTAL) (2)-41? SIMPSON SDWC SCREWS INTO WADE FACE (PER DETAIL 10/SDAC) (2). SIMPSON SDWF2724TUW SCREWS EACH SIDE OF COLUMN W/ MAX. 1' FROM EDGE OF WASHER TO COLUMN. (4}8' SIMPSON SDWC SCREWS INTO INTERIOR FACE OF HEADER (SIMILAR TO DETAIL I WSOWC), SPACED AT 141 O.C. b CENTERED UNDER COLUMN ABOVE. (1)- 41? SIMPSON SONIC SCREW INTO MR ROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) TWO SCREWS TOTAL) (2} 41? SIMPSON SOWC SCREWS INTO WIDE FACE (PER DETAIL 1O/SDWC) (2)- SIMPSON SDWiF2724-TUW SCREWS EACH SIDE OF COLUMN W/ MAX. 1"FROM EDGE OF WASHER TO COLUMN. 14)- 6 SIMPSON SDWC SCREWS INTO NARROW FACE OF CRIPPLE STUDS AT TOP b BOTTOM (SIMILAR TO DETAIL 13 DWC). 1800N 9700 D= NAIL SPACING ,'a F -- Tl - PER NOTEn SHEATHING PER PLAN WALLDOUBLETOP 11 PLATE PER PLAN 11 _.... 1 1 _....._. DOUBLE NAIL EDGE SPACING SHEATHING PER d11INS=NAIL SPACING S PER NOTE 11 SINGLE NAIL EDGE SPACING EXTERIOR SHEATHING NOTES: rocµ EATHra sNEnrNN 08EEXMSJRE1 RATmA aE wsrALLEDSTtERVERTTO raR NORQONTnur M REDURm SEIw£EN EXIEmat SNEATInNG ANp MASONRr,CONOREIE MNMNNm PAPER IS PRESENT.tA'DAP BETNEEN SNEEis of PLYNVODTO SE cON1 MIR TEDHxE OEMF TRIEE StFOATIStFiDTwDOIL�CoRE OVR-, SNEETOS AMISTSERE-DREEFMOREr s OMERpmvEN cONAAa FOR fat REV EwoF EX1BxoF A. E-ERIOR WALL siEMS-NED PER AP roRESST -AND uR STRIILTINUL U11R-EDtORs REONRm IANEN IR-1W0Na (E) DETAts. SEE PLAN FOR MC INFORMATION SEE FLOOR FRAMI PLAN FOR FLOOR SYSTEM INFO. SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS W (32) Q148" x 3-I9` NAILS (2) 2. TOP PLATE 2. 1ST FLOOR STI SEE PLAN FOR M( INFORMATION FOUNDATION PEP PLAN SIMSPON MST C402ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148' x 3.1/4' NAILS ATTACH 2x STUDS W (3)?x STUDS (2) 0.1 S7 x 3-1? NAILS •8'O.C. SIMSP6Y.EORNIA CORNER &a FLOOR N STUDUSTS' T O IST FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148'x8-I W NAILS (3) 2x BUILT UP COLUMN ATTACH PER NAILING SCHEDULE ATTACH h STUDS W/(2) 0.187 x 3-I NAILS • E O.C. (d) 2x STUDS ALTERNATIVE STRAP: BTANDATA CORNBt BdA (2)- CS20 COIL STRAPS COLUMN TO COLUMN (1) 2x STUDS W MIN. 9" END LENGTHS b 04} 0.131" x 2-12"NAILS EACH Z END. PROVIDE SOLID o BLOCKING WITHIN FLOOR SYSTEM. HTT4 W SAA' ALL ATTACH Zx TO STUDS THREAD ROD, T MIN. (2)ROWSOF 0.162'x3-1? EMBED. W? SIMPSON - NAILS @ 6' O.C. CALWORNM COWER AA SET EPDXY OR EQ. o ATTACH COLUMN W (18) 0.167 X 2k NAILS O HTT4 W SW ALL THREAD ROD, T MIN, O EMBED. W/SIMPSON (3) 2x BUILT UP STUD SET EPDXY OR EQ. >p COLUMN ATTACH PER ATTACH COLUMN W a WFO8lSD2 (18) 0.167 X 2? NAILS C ATTACH 2. TO BUILT UP STUD COLUMN W/ (2) I ROWS OF 0.162' x 3.1? NAILS ® S- O.C. STANDARD CORNER AA E O U p SV CV I VRI AfV am FA eutiNmV 11I I^M mcm I-FIVYWL 3/4'=1'-0 3W FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE NOTE: 2x4 02 SYP BLOCKING WHEN 3 OR MORE WINDOWS ARE N A ROW (ONLY JAMB STUDS BETWEEN • 48' O.C. W (2) 2. BOTTOM PLATE W WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND 0.14B1t31/T 0.116'x3-1/4'NAILS•8' BOTTOM MID EACH SIDE OF OPENING W/ (2) A34 CUPS TO TRANSFER TOE -NAILS EACH END EA O.C. INTO TRUSS/ UTERALLOADS 2.6 82 SYP ANGLE RIBBONS OR BLOCKING SIMPSON LSTA24 SOLID SHEATHING • AGAINST TRUSS ROW 0.131• y1.1 STRAILS, HEADER VERTICAL 48" O.C. ® N) O.C.WALL NAILS • 3' . WALL 3" NAILS. BEND STRAP BE STRAP SIMPSON SP4 WI (6) W/ (8}0.148XS NAILS SHEATHING TO OVER TOP PLATE MAX Mkt 0.148" xt-1? ®24.0 C. EACH END BOTTOM PLATE/TOP 3. THEN RUN DOWM '�4� (USE SPB • 2B STUDS FLOOR TRUSS OR JOIST PER PLAN CHORD FACE OF JAMB STUDS/HEADER. b SPB Q 2X8 STUDS) 2.4 SYPN2 VERTICAL (ONLY REQO IF WALL (2) 2. SPF TOP PLATE • 48' O.C., NAIL TO (1) ROW 0.131'x2-1? SHEATHING CANT BE U.N O. ON PLAN TOP b BOTTOM NAILS • 3' O.C. WALL INSTALLED AS INDICATED) MEAGER -SEE 2ND CHORDS OF SHEATHING TO TRUSS _. LAN FOR TRUSS/JOIST W/ (3) BOTTOM CHORD EXTERIOR SHEATHING HFAFLOORER DD HEADER SIZE b REQO 0.148"x3" NAILS, EA, ATTACH TRUSS BOTTOM FROM TOP OF WALL JAMB STUDS BEAM OR FLOOR CHORD TO BEAM TO BOTTOM OF FLOOR - GIRDER PER PLAN BELOW W/(2) ROWB SYSTEM (RIBBON/ 114Nx I? SOS SCREWS SYSTEM PER ® 16' O.C. MAX. NAILING SCHEDULE IF IF HEADER IS UPSET SHEATHING CAN NOT AND WINDOW IS (2)ROW50.131'x2-1" BE INSTALLED AS ' LOWER: (1) 2. SILL NAILS ® 3. O.C. WALL SHEATHING TO BEAM INDICATED, CONTRACTOR TO PUTE W/(2)0.148'x3' /'� INSTALL LSTA24 b TOE NA LS. EXT. HEADER OPENINGS /W$T7� PARALLEL TRUSS TO DROPPED BEAM LSTA30 AS SHOWN I. LESS THAN 4FT'(1) 2x 3/4"=V-0' (2) 2x SILL AT WINDOW W/2t CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/0.148*x 3" NAILS ®8' O.C. THEN STUDS • 16' O.C. ATTACH SILL W (2)0.148'x3' TOE -NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-T). USE A35 CLIP AT EA END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 8' SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN b GIRDER/BEAM BELOW W/ (22)0.148' X 3' NAILS. (ONLY REDID IF WALL SHEATHING CANT BE INSTALLED AS INDICATED) SILL PLATE W (2) 0.148" x 3" TOE -NAILS. OPENING LARGER THAN 4FT: (2) 2. SILL PLATE WI A35 CLIPS EACH SIDE W/2x CRIPPLES • 16' O.C. W/ (2) Q14S• x 3' TOE -NAILS TSB (PLYWOOD SHEATHING RE00 T68) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4'=1'-T Z W M Z 0 IA LU m -i 0,Z I-a3 r 0 KWO �ayy m Alo F p s1RUGTURPI ENG: TH '6 DRAFTNG: O � sTRIILT: Jv QC CMEQC CC p w JDB No. STAR-181% 2 SCALE: AS INDICATED DATE: 11N72023 SD4Q 1��s N 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. ATTACH BOTTOM PLATE TO DOUBLE TOP — PLATE BELOW USING (1) SIMPSON SDVVF2724 (0.27 x 24") SCREW MAX. Q 24" O.C. MAINTAINING S' FROM ENDS AND SPLICES FLOOR BLOCKING SMALL EXTEND INTO — FLOOR SYSTEM AT LEAST 16" FROM THE EXTERIOR STUD FACE... ._. T OTHERWISE, ADD FLOOR BLOCKING — BEWEEN THE NEXT FLOOR TRUSS, SPACED Q 24- O.C. MAX. 2x4 SYP#2 BLOCKING Q 24' O.C. W (2) 0.148" x 3-1M" TOE -NAILS EA END. ATTACH FLOOR SHEATHING TO EA PIECE OF FLOOR -BLOCKING W/ (6) 0.131"x 2-1/I NAILS / 2.6 SYPi2 ANGLE AGAINST TRUSS ---- VERTICAL Q 24" O.C. W (6) 0.148" x 3" NAILS EA. END 2x4 SYP/2 VERTICAL Q 24' O.C., NAIL TO --� TOP & BOTTOM CHORDS OF TRUSS VW(3) 0.149' x 3' NAILS EACH ATTACH TRUSS BOTTOM CHORD TO DOUBLE TOP PLATE W/ 1/4' x 4-10 SIMPSON SDS SCREWS Q C O.C. & 2' FROM ENDS SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W (2) 0.131" x 3" NAILS Q 4" O.C. STAGGERED INTO TRUSS, 2- FROM ENDS & SPLICES 0 w � MIN. (1)ROW MIN. 0.131'k2-112" NAILS O w Q 3' O.C. WALL a�i tC z W SHEATHINGTO BOTTOM PLATE 8 r O O u TOP/BOTTOM w CHORD m o w OJ O ¢� STUDS w ASSEMBLY ALLOWABLE CAPACITIES (LDF=1.8): 42. ,SEE FRAMING PLAN FOR z p V_ z 150 MPH, EXP. C y w z MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR), SPACING AND GRADE U0 1090 PUP(1ST FLOOR) AND SEE ARCH PLAN LL MAX. UPLIFT: 425 PLF �i SEE WFI0ISD4 FOR SHEATHING SPLICES. NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN. 1/2" GYPSUM WALLBOARD CEILING PER FBC-R702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (I)-e' SIMPSON SDWC15SW SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDIAC; EA. STUD TO TOP PLATE. MIN. 12' GYPSUM WALLBOARD PER FBC-R702.3. ROOF SHEATHING & NAILING PER ROOF NOTES. 7— 2x SYP&2 VERTICAL BLOCKING BETWEEN EA. TRUSS. I (1 f 6. SIMPSON SDWC SCREW TO FROM TOP PLATE TO BLOCKING ON EA, END (TWA SCREWS PER EACH PIECE OF BLOCKING). NAIL ROOF SHEATHING TO BLOCKING WITH RSRS-01 (0.113',Q-W) RING SHANK NAILS Q 4" O.C. MAX U.N.O.ON FRAMING PLAN: (2)-B' SIMPSON SDWC15600 SCREWS EA TRUSS TO TOP PLATE. REFER TO -�� DETAIL 5/SDWC. 2nA FLOOR PLA� I PER PLAN i1 OVERHANG & CORNICE PER DESIGN PLANS. 2x SYPi2 SUBFASCIA W (3)- 0.131- x 3" END NAILS TO EA TRUSS (U.N.O.) DOUBLE 2x TOP PLATE. REFER TO DETAIL WF07/SD2. (3).0.131"x3"TOEOR END NAILS, EA STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WF70/SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF70 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W (3H 0.131"x W TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4-1? SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 10/SDWC; EA STUD TO BOTTOM PLAT 0.131E x 3" TOE OR END NAILS; EA STUD TO TO BOTTOM PLATE. 3W FLOOR SHEATHING PER FLOOR FRAMING NOTES. FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. DRAFTSTOPPING REFER TO DETAILS WS107 (FOR IJOIST)OR WHERE I WS125(FOR FLOOR TRUSS) ON THIS SHEET REQUIRED PER J1 FOR FLOOR-TG-FLOOR CONNECTION I FBC-R 302.12 INFORMATION. 1st FLOOR PLATE PER PLA Y MIN. 1? GYPSUM WALLBOARD CEILING PER DOUBLE h TOP PLATE. REFER TO DETAIL EXCEPT SIRE TYPE % WF07/SD2. (3)- 0.131' x 3' TOE OR END NAILS, GYPSUM WA GYPSUM WALLBOARD IS REQUIRED PER IS REQEREUIRED EA. STUD TO TOP PLATE. FBC-R302.6. CEILING IS NOT DESIGNED AS DIAPHRAGM. (1)-e" SIMPSON SDWC15600 SCREW, EXT. WALL SHEATHING PER DETAIL WF10/ SD4 INSTALLED TO THE INTERIOR NARROW FACE ALL PANEL EDGES SHALL BE NAILED PER PER 13/SDWA; EA STUD TO TOP PLATE SHEAR WALL SCHEDULE 11.0. OF NAILING INDICATED ON DETAIL WF70 MID -HEIGHT 2, BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131' x 3' TOE OR END NAILS. INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN 2x P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET U.N.OANCHOR BOLTS SHALL BE INSTAL AT 12" O.G. MAX. ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1 6) MAX. IN -PLANE SHEAR: 335 PLF 12ND FLOOR) 1080 PLF (1ST FLOOR) MAX. UPLIFT: 442 PLF "I HIGH SHEAR TWO STORY EXTERIOR WALL 3/4"=1'-0' 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4-12' SIMPSON SDWC1545D SCREWS, INSTALLED PER DETAIL 10/ SOWC; EA. STUD TO BOTTOM PLATE. (3)-0.131E x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. SLAB ELEVATIO� FOUNDATION PER PLAN. NOT USED COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. `%►111111iliz 1cca m0 •� • -his � U • Q � -4Y Z • z z W �N �O�` Otwat u r 0 _ (�, J �JuJ �8 i � QJ gF O W 44 20 J rc N 1 1� 2to - it � S O W w � 0 ~ VJ O 5 ```` LU W H N G - �n O y�yZ r� N ? � m w F 00 d8 �1to Z ? OR � � c w N�o 3 O � m J 0 az I`- IL - w F '0 J X Z <W 1YLIJO z0 F 0 W rn coF. F IL 5 sTaucn%uL 9NG: TM a ac a1Eac: cc O w .108 No. STgR-181% I SUIT: AR INDICATED H OgTE: 11p72023 0 SD5 4'4T+HALF PARTY WALL WDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 12' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV.V344 IS USED), SEE DESIGN PLANS. UI GYPSUM WALL BOARD MAY BE SUBSTITUTED W MIN. 3-12' THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES ROOF BEARING HGT. REFER TO PLANS FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 10 GYPSUM WALLBOARD PER U373PW1, U3361PW2, U347/PW4, OR V344/PV G EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd (0.086 x 15/8' LONG, 15AW MEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-1/P LONG). ALL FASTENERS SHALL BE INSTALLED @MAX 4' O.C. @ ALL SUPPORTED EDGES & 12' O.C. IN FIELD (3)-0.131-X3' TOE OR END NAILS, EA STUD TO BOTTOM PLATE. EA. SIDE OF PARTY WALL—\ (1)-6' SIMPSON SOWC15600 SCREW, EACH STUD —� TO BOTTOM PLATE PER 11/SDWC, (EACH SIDE OF PARTY WALL). MIN. 2,4 SYP n BOTTOM PLATE. ATTACH TO CENTER OF RIM BOARD BELOW USING (1) SIMPSON SDWC75600 (0.152 z 4) SCREW @ 24' O.C. MAX. MAINTAIN 6' FROM ENDS & SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE — 8ELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (027 z 24*)SCREW @ 32 O.C. MAX. MAINTAIN 8' FROM ENDS AND SPLICES PRE£NG. FLOOR SYSTEM FIRE BLOCKING EA SIDE OF - PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, EACH SIDE OF PARTY WALL, USING (1) SIMPSON SDWC15600 SCREW @ 24- O.C. MAX & 6' FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF TION TO IM RIM BOAR MIN. 33N' PENETRATION TO RIM BOARD. J// (1 H 6' SIMPSON SDWCI560D SCREW. EACH STUD TO TOP PLATE PER I IISOAC. (EACH SIDE OF PARTY WALL). 12' GYPSUM WALLBOARD PER U373PW1, U33SfPW2, U347PW4, OR V344PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd (0.086-x 1d/8' LONG. 1564 HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (MIN. 1-1/4' LONG). ALL FASTENERS SHALL BE INSTALLED @MAX C O.C. @ ALL SUPPORTED EDGES & 17 O.C. IN FIELD MIN. Z, SYP n P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES& CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX & WITHIN 8" OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: - UPLIFT • 270 PLF - IN PLANE SHEAR = 250 PLF TYPICAL PARTY WALL SECTION I rL PARTY WALL 4'-23/4'+HALF PARTYWALLWDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15600 (0.152 x 6-) SCREW @ 48- GC & 8' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCI5SOD(0.152x S-) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U37&~. U338PW2, U3471PW4, OR V344NIM MIN. 2x4 SYP 02 STUDS @ 16' O.C. W MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL 31C FLOOR SHEATHING EACH SIDE OF PARTY WALL ATTACH PER NAIUNG SCHEDULE PRE£NG. FLOOR SYSTEM FLOOR BEARING H REFER TO PIJW S _— DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U373PWi, V336fPW2. U347/PW4, OR V344PW6 MIN. 2x4 SYP 02 STUDS @ 16' O.C. W MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-12') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION PARTYWALL 4'-W HALF PARTY WALL WIDTH I4'-23/4-+HALF PARTY WALL WIDTH FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING I TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 12' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV.V344 IS USED), SEE DESIGN PLANS. 1rz' GYPSUM WALL BOARD MAY BE SUBSTITUTED W MIN. 3-10 THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 10 GYPSUM WALLBOARD PER U373PW7, U3361W2, U347/PW4, OR V3441PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (O.OW x 1518' LONG, 15I6C HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-1W LONG). ALL FASTENERS SHALL BE INSTALLED @ MAX P O.C. @ ALL SUPPORTED EDGES 817 O.C. IN FIELD ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0,152. 4-12') SCREW CONNECT 2ND FLOOR WALL BF PLATE TO 1ST FLOOR DOUBLE TOP PLATE W (2) 1M x 4-10 SI SCREWS @ 12' O.C. AND S' FR( END OF WALLS. ALL SPLICES TI BE STAGGERED MIN. 48" 72' GYPSUM WALLBOARD PER U373PW1, U3361RVQ U347/PW4, OR V3441PW5 EACH SIDE OF PARTYWALL FASTENED USING MIN. 5d (DOW x 1-W LONG, 15/64 HEAD) COOLER NAILS OR No. 6 TYPE W ORV WALL SCREWS (MIN. 1-1W LONG). ALL FASTENERS SHALL BE INSTALLED @ MAX 4' O.G. @ ALL SUPPORTED EDGES & 12 O.C. IN FIELD MIN, 2x4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07AON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 35' O.C. MAX & WITHIN 8' OF EACH ENO OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT =270 PLF - IN PLANE SHEAR - 250 PLF V1/p� TYPICAL PARTY WALL SECTION ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC156W (0.152 x 6") SCREW @ 48. OC & 8' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SOWC156W (0.152 x 6') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373PW1, U338IPW2, U3471PW4, OR V344/PN5 INSTALLED TIGHT TO ROOF SHEATHING. MIN. 2x4 SYP 02 STUDS @ 12 O.C. W/MID-HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-10) SCREW CONNECT ZNO FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) 1W x 4-12' SOS SCREWS @ 12 O.C. AND 6' FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN. 48' DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC156M (0.152 x 6') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW1, U33611W2, U347/PW4, OR V344/PW5 MIN. 214 SYP r2 STUDS @ I O.C. W/MID-HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIM PSON SDWC15450 (0.152 x 412') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETES LAB AND FOUNDATION INFORMATION 4'4O' + HALF PARTY WALL W DTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) STUDDED COMMON TRUSSES 12" GYPSUM WALLBOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV.V344 IS USED), SEE DESIGN PLANS. Ur GYPSUM WALL BOARD MAY BE SUBSTITUTED W MIN. 3-12" THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES ROOF BEARING HG_T. REFER TO PLANS 10 GYPSUM WALLBOARD PER U3731PW7, U336PW2, U347/PW4, OR V34,UPW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.086' x 1 W LONG, 151W HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (MIN. 1-1/4- LONG). ALL FASTENERS SHALL BE INSTALLED @ MAX 4- O.C. @ ALL SUPPORTED EDGES & 12' O.C. IN FIELD MIN. 2x4 SYP i2 STUDS @ 16- O.C. W MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL (I)- S' SIMPSON SDWC15W SCREW, EACH STUD TO BOTTOM PLATE PER 11/SDWC, (EACH SIDE OF PARTY WALL). 2x BOTTOM PLATE. FASTEN TO FLOOR SYSTEM W (1) SIMPSON S' SDWC SCREW (SDWC15600) @ 24- O.C. & 4- FROM ENDS & SPLICES. AT PERPENDICULAR FLOOR: CENTER SCREW IN RIM BOARD. AT PARALLEL FLOOR: SCREW INTO BEAM/TRUSS, STAGGERING IN BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE — BELOW USING (1) SIMPSON SDWF2724 (0.27 z 24-) SCREW @ 3 - O.C. MAX MAINTAIN B' FROM ENDS AND SPLICES PRE£NG. FLOOR SYSTEM FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP — PLATE, USING (1) SIMPSON SOWC156DO SCREW @ 2C O.C. MAX & 6" FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 3314' PENETRATION TO RIM BOARD. (1)-6- SIMPSON SDWC15000 SCREW, EACH STUD TO TOP PLATE PER 11/SDWC, (EACH SIDE OF PARTY WALL). MIN. 2.4 SYP i2 STUDS @ 16' O.C. W MID -HEIGHT WALL BLOCKING 12' GYPSUM WALLBOARD PER U3731W1, U336PW2 U347PW4, OR V344PW5 EACH SIDE OF PARTYWALL FASTENED USING MIN. Sd (0.086' x 1-W LONG. 15/B4' HEAD) COOLER NAILS OR No. B TYPE W DRYWALL SCREWS (MIN. 1-1/4- LONG). ALL FASTENERS SHALL BE INSTALLED @ MAX 4' O.C. @ ALL SUPPORTED EDGES & 12 O.C. IN FIELD MIN. ZA SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL VW07A ON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAYBE SPACED AT 36" O.C. MAX & WITHIN 8' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: - UPLIFT = 270 PLF - IN PLANE SHEAR = 250 PLF TYPICAL PARTY WALL SECTION 4'-2 3W + HALF PARTY WALLW DTH fL PARTY WALL FIRE RETARDANT I TREATED ROOF SHEATHING ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC756M (0.152 x 6") SCREW @ 48' OC & 6' FROM ENDS (EACH SIDE OF PARTY WALL) FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WrF07/SD2FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15 W (0.152x 6-) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373PW1, U3361PW2. U347/PW4, OR V3441PW5 INSTALLED TIGHT TO ROOF SHEATHING. MIN. 2z4 SYP &2 STUDS @ 12' O C. W/ MID -HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-12') SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) 1 W x 4-1 rz' SDS SCREWS @ 12' O.C. AND 6' 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 SOWC156M (0.152 x 6') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3730W1, U33WPW2, U3471PW4, OR V344PN5 MIN. 2x4 SYP 42 STUDS @ 1T O.C. W/MID-HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-12-) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION Illllllilli// Rz !8 ''' Nd aI J �02 >- -j ~ b o� as <3 = W H16 Q T1 d 90 O F m C W (3 m Z E 1q ~O C u U m S Q - �aZ 3 1.-0XO W K W O0 aV~Jaa'oF • STRUCi: JV oc a�ac: OC 0 w JOB No. STAR -IBIS$ i su1E: AS INDICATED w DATE: 11M72023 1rz'=ro' 1rz•=ro' 12'=1'41' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) SIMPSON HTT4 W(1) SIB' — THREADED ROD, 7- MIN. EMBEDMENT W/SIMPSON SET-XP EPDXY OR EQ. ATTACH TO COLUMN W/ (18) 0.167 x 2-10 WALL SHEATHING SHALLSE NAILS INSTALLED AS A CONTINUOUS SHEET FROM DOOR OPENING TO 21 SEPARATION FRAME BUILDING CORNER WI NAILING PER WALL TOP & BOTTOM WF10® PLATES SHALL RUN CONTINUOUS PAST END OF SLAB ADJACENT FRAME WALL DOOR OPENING r TO END OF SLAB I INTERSECTING 2x FRAME WALL SHALL BE SCREWED TO MIN. (3) 2x SEPARATION PLY BUILT UP COLUMN WITHIN WALL FRAMING SEPARATION FRAME WALL WI (2) I W SIMPSON SDS SCREWS INSTALLED P FROM TOP & BOTTOM, 1Arr EDGE DISTANCE, FIRE RATED WALL Z OTHERWISE SPACED* 170.C. ASSEMBLY PER PW7 U3731, U336 PW2, STAGGERED 6'MA%. U347/PW4, OR V344/PW5 INSTALLED TIGHT TO ROOF SHEATHING. SECTION A -A 4'-X * HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ROOF SHEATHING AND FASTENING PER NAILING SCHEDULE 12' GYPSUM WALLBOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV.V344 IS USED), SEE DESIGN PLANS. 12' GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3.12' THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES HGA10 048. O.C. 8 8' FROM EA END OF TRUSS, CONTRACTOR MAY USE SIMPSON S. SCREWS ® 8' O.C. & 4- FROM ENDS PER 2ASDWC ROU R �I�SGT—�II FIRE BLOCKING AS REQUIRED EACH WALL STUD OR EACH BUI T UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE WI (1) SIMPSON SDWC 15"6• SCREW MID -POINT BLOCKING BETWEEN STUDS U.N.O. ON FRAMING PLANS 1r7 GYPSUM WALLBOARD WALL W/5d COOLER (O.OB6'z 1.61e• LONG ISAW HEAD OR 4SW DRYWALL SCREWS �1-U4' LONG � 4' O.C. ON EDGE d 17 O.C. IN FIELD (1)- 6- SIMPSON SOWC75800 SCREW, EACH STUD TO BOTTOM PLATE PER 11SDWC, MIN. 214 SYP #2 BOTTOM PLATE. ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131' z 3' NAILS ® 4' O.C. MAX. ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING 1 SIMPSON SDWF27240.27x 24' () ( 1 SCREW 37 O.C. MAX. MAINTAIN 8' FROM ENDS AND SPLICES FIRE BLOCKING AS REQLIM 3/4' FLOOR SHEATHING FASTEN PER PLAN PRE-ENG. FLOOR SYSTEM FLOO_GT. REFER TO PLANS — ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SDWC15OW SCREW ® 1 S' O.C. MAX & S' FROM ENDS & SPLICES. SCREW TO BE LL INSTAED INTO THE CENTER OF THE RIM BOARD. MIN. 3-3/4' PENETRATION TO RIM BOARD. (1)- 6- SIMPSON SDWC15600 SCREW, EACH STUD TO TOP DOUBLE TOP PLATE WI (3) 0.148' x 3-1W TOENAILS TO EA WOIST , TYP. / MID -POINT BLOCKING BETWEEN STUDS U.N.O.ON J , FRAMING PLANS J/ 12'GYPSUM WALLBOARD WALL W/5d COOLER (0.088'z 1 1.IB' LONG, 1554' HEAD , OR>I6W DRYWALLSCREWS FIELD LONG 4'O.C. ON EDGE 8 17 O.C. IN FIELD 2.X4 d2 SYP WALL W/ STUDS • 16' O.C. SEE BWZ IN THE BEARING WOOD WALL SCHEDULE SHEET S5.1 FOR ADDITIONAL INFORMATION. MIN. 2,4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS CONNECTOR LE IN DETAIL ET, AN ON NOTES &CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX & WITHIN 8' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE TYPICAL PARTY WALL SECTION (VE) 4'-X-HALF PARTY WALL WIDTH FIRE RETARDANT TL PARTY WALL TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH SHEATHING TO FRAME WALL DOUBLE TOP PLATE W/RSRS-01 NAILS & SPACING PER A A SHINGLE ROOF TABLE ON S1. ROIDE SHIM MATCHING PITCH OF ROOF TO FILL GAP BETWEEN TOP PLATE & SHEATHING IF REQUIRED FASCIA, WATERPROOFING, AND FLASHING BY BUILDERIOTHERS, NOT MCD EACH WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE WI(1) SIMPSON SDWC 158D06' SCREW DOUBLE TOP PLATE. SEE WF07/ SD2FOR SPLICE & ATTACHMENT INFO. FIRE RATED WALL ASSEMBLY PER U3731PWI, U336PVY2 U347IPW4, OR V344PWW INSTALLED TIGHT TO ROOF SHEATHING. CAULK WITH AN APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL IN VOIDS EXTERIOR WALL SHEATHING AND NAILING PER WF10/SD4 CONTINUOUS WALL BLOCKING INSTALLED AT MAX 3'-0• O.C. AS MEASURED VERTICALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE. BUILDER TO VERIFY INSTALLATION, TYP. UPPER 2 4 SYP 02 STUDS ® 17 O.C. MAX. STUDS SMALL BE INSTALLED CON . FROM MID WALL PLATE TO UNDERSIDE OF ROOF SHEATHING, CENTERED OVER LOWER STUDS EACH ABOVE WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO BOTTOM PLATE W/ (1) SIMPSON SDWC 158DO 6"SCREW A 'A FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM PLATE TO BELOW FRAME WALL DOUBLE TOP PLATE W (2) iN• z 4-1? SDS SCREWS • 17 O.C. MAX. Wit 1' EDGE CLEARANCE _ MID WALL PLATE /- 0 4 •Y LOWER 2x FRAME WALL DOUBLE TOP PLATR SHEATHING(E(77S1 I MATCH10-4 3/4E BUILDER LEVATI4SHALLOF ELD VERIFY ANO COWIRM EACH LOWER WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W (1) SIMPSON SDWC 15SDO S' SCREW LOWER 2x4 SYP t2 STUDS ® 17 O.C. MAX. STUDS SHALL BE INSTALLED CONT. FROM FOUNDATION TO MID WALL PLATE TO MATCH ELEVATION OF FLOOR SHEATHING, TOP ® */-104 314' FIRE RATED WALL ASSEMBLY PER U373PWI, U33G4W2 10 D347/PW4, OR V344IPW6 INSTALLED TIGHT TO ROOF SHEATHING. CAULK WITH AN APPROVED PRODUCT TO 01 CREATE AIR TIGHT SEAL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL IN VOIDS EACH WALL STUD TO P.T. BOTTOM PLATE W//1) SIMPSON SDWC15450 4-102• SCREW (EACH SIDE OF PARTY WALL) CONNECTION CAPACITIES: -UPLIFT-270PLF - IN PLANE SHEAR .36D PLF I.'.. FOUNDATION PER THE FOUNDATION PLAN 4'4T * HALF PARTY WALL WIDTH 4'-2 3W * HALF PARTY WALL WIDTH I-(r * HALF PARTY WALL WIDTH 4'-2 3/4' * HALF PARTY WALL WIDTH PARTY WALL FIRE RETARDANT (L PARTY WALL FIRE RETARDANT FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING TREATED ROOF SHEATHING TREATED ROOF SHEATHING I TREATED ROOF SHEATHING (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) (NO PENETRATIONS) STUDDED COMMON TRUSSES STUDDED COMMON TRUSSES 12' GYPSUM WALLBOARD EACH SIDE OF 12' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) PARTY WALL PER FIRE RATED WAIL ATTACH TRUSS TO DOUBLE SYSTEM OF ASSEMBLY BXUV.V344 IS SIMPSON SDWC15800(0.152x6') SCREW@48'OC SYSTEM (IF ASSEMBLY BXUV.V3441S TOP PLATE USING (1) SIMPSON USED), SEE DESIGN PLANS. 12' GYPSUM & 6' FROM ENDS (EACH SIDE OF PARTY WALL) USED), SEE DESIGN PLANS. 12' GYPSUM SDWC15S00 (0.152. 6') SCREW WALL BOARD MAYBE SUBSTITUTED W WALL BOARD MAY BE SUBSTITUTED WI • 48' OC & 8' FROM ENDS MIN. 3.12' THICK GLASS FIBER OR MIN. 3-12' THICK GLASS FIBER OR (EACH SIDE OF PARTY WALL) MINERAL WOOL INSULATION MINERAL WOOL INSULATION V COMPLETELY FILL THE STUD CAVITIES COMPLETELY FILL THE STUD CAVITIES ILANS T REFFERB O YREFER TO PLANBGTOFSEARINGH S DOUBLE TOP PLATE EACH I ` DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE J/ SIDE OF PARTY WALL. SEE FIRE BLOCKING EACH SIDE OF WF071SD2 FOR SPLICE & FIRE BLOCKING EACH SIDE OF WF07/SD2 FOR SPLICE & PARTY WALL AS REQUIRED ATTACHMENT INFO PARTY WALL AS REQUIRED ATTACHMENT INFO 12 GYPSUM WALLBOARD PER U373/PM, U3361PW2, 12' GYPSUM WALLBOARD PER U373(PW7, U336IPW2, ATTACH EACH STUD TO U347/PW4, OR V344/PWS EACH SIDE OF PARTY WALL ATTACH EACH STUD TO DOUBLE TOP PLATE U3/7IPW4, OR V344IPW5 EACH SIDE OF PARTY WALL DOUBLE TOP PLATE USING (1) FASTENPA ED USING MIN. 5d (0.086'x 1-W LONG, 1554' USING (1) SIMPSON SDWC75S00 (0.152 z 6') FASTENED USING MIN.5d (0.086' DE OF LONG, I5 WALL SIMPSON SDW C156OD (0.152x HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREW (EACH SIDE OF PARTY WALL) HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREW (EACH SIDE OF SCREWS (MIN. 1-1/4- LONG). ALL FASTENERS SHALL SCREWS (MIN. 1-1/4' LONG). ALL FASTENERS SHALL PARTY WALL) BE INSTALLED MAX 4- O.C. Q ALL SUPPORTED FIRE RATED WALL SYSTEM PER U3731PWI, BE INSTALLED MAX 4-O.C.®ALL SUPPORTED ® U336PNZ U347IPW4, OR V344A W5 • FIRE RATED WALL SYSTEM EDGES & it O.C. IN FIELD EDGES & 17 O.C. IN FIELD PER U373PWI, U336/PW2, U347IPW/4, OR V344/PW5 MIN. 214 SYP 02 STUDS Q Is- O.C. W MID -HEIGHT MIN. 2x4 SYPR2 BOTTOM PLATE. SCREW TO WALL BLOCKING EACH SIDE OF PARTY WALL MIN. ZA SYP42 BOTTOM PLATE. SCREW TO MIN. 2x4 SYP 02 STUDS ® is - PARALLEL FLOOR TRUSS BELOW WN(2}i W x 3.12' PARALLEL FLOOR TRUSS BELOW WI (2)AW x 3-1? O.C. WIMID-HEIGHT WALL SDS SCREWS Q 1S' O.C. & 4- FROM ENDS & MIN. h4 SYP Y2 BOTTOM PLATE. ATTACH TO SDS SCREWS ® Is O.C. & 4- FROM ENDS & BLOCKING EACH SIDE OF SPLICES. CENTER OF RIM BOARD BELOW USING 0.131' x3• SPLICES. (EACH SIDE OF PARTY WALL) PARTY WALL NAILS 0 4- O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE (1) 6' SIMPSON SDWC75800 SCREW, EACH STUD (1)-6- SIMPSON SDWC158DO SCREW, EACH BELOW (EACH SIDE OF PARTY WALL) USING (1) TO BOTTOM PLATE PER 115DWC, (EACH SIDE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE STUD TO BOTTOM PLATE PER I ISDWC, SIMPSON SDWF2724 (0.27 x 24') SCREW ® 37 O.C. OF PARTY WALL) BELOW (EACH SIDE OF PARTY WALL) USING (1) (EACH SIDE OF PARTY WALL). MAX. MAINTAIN 8' FROM ENDS AND SPLICES SIMPSON SDWF2724 (0.27 z 24•) SCREW • 37 O.C. 3W FLOOR SHEATHING EACH SIDE OF PARTY MAX. MAINTAIN 8' FROM ENDS AND SPLICES 3/4' FLOOR SHEATHING EACH / WALL. ATTACH PER NAILING SCHEDULE I P. DE / ER NAILING PARTY WALL. L ATTACH jj��__FL��OOR BEARING H_GT. t) R FER TO PUU4S FIRE BLOCKING EA. SIDE OF PARTY WALLAS REQUIRED SCREWTO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ (2)-114' x 4-1/2' SDS SCREWS • 24' O.C. & 4' FROM ENDS & SPLICES. 12' GYPSUM WALLBOARD PER U373/PW1 U336/PW2 U347/PW4, OR V344/PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd (0.086' x I-W LONG, 15W HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (MIN. 1-114- LONG). ALL FASTENERS SHALL BE INSTALLED ® MAX 4' O.C. ® ALL SUPPORTED EDGES & 17 O.C. IN FIELD MIN. 2z4 SYP i2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX & WITHIN S' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT :270PLF - IN PLANE SHEAR =250 PLF TYPICAL PARTY WALL SECTION NOT USED 12'=1'-0' PREENG. FLOOR SYSTEM _____ OR BEARING HGT ER TO PLANS ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SDWC15600 SCREW • Is- O.C. MAX & 6' FROM ENDS & SPLICES. SCREW TO SE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 3-34' PENETRATION TO RIM BOARD. DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO (1 } 6- SIMPSON SDWC1560D SCREW, EACH STUD TO TOP PLATE PER I IISOWC EACH SIDE OF PARTY WALL). FIRE RATED WALL SYSTEM PER U373PW1, U33611Y42, U347/PW4, OR V344IPW5 MIN. 2.4 SYP t2 STUDS • 16' O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-12') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETES LAB AND FOUNDATION INFORMATION FLOOR BEARING H_GT. REFER TO PLANS FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ (2} 1/4". 4-12' BOB SCREWS • 24' O.C. & 4' FROM ENDS & SPLICES. (EACH SIDE OF PARTY WALL) 10 GYPSUM WALLBOARD PER U373~ U336PW2 U347/PW4, OR V344/PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd AOB6' x 1-W LONG, 1S54' HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (MIN. 1-IW LONG). ALL FASTENERS SMALL BE INSTALLED • MAX 4' O.G. • ALL SUPPORTED EDGES & 17 O.C. IN FIELD MIN. 214 SYP f2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAYBE SPACED AT 36. O.C. MAX & WITHIN 6' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: - UPLIFT = 270 PLF - IN PLANE SHEAR =250 PLF V3 TYPICAL PARTY WALL SECTION 12'=l, (r _WOR BEARING HGT RLER TO PLANS DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF071SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15600 (0.152' x 6') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373/PW1, U336IPW2, U347/PW4, OR V3MIPV\5 MIN. 2x4 SYP 02 STUDS ® 16' O.C. WI MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC1545D (0.152 z 4-12-) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION lrr=1'o• I\' / 1rra=1'' COPYRIGHT MCD 2015: The information Contained in this document is copyrighted and is the exclusive property ofMO.NNTA 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. 1111illltttoo I M. IM C v) Z_ goC rA j ~O J xaz W - f- a 3 0 O f— - W K W }0 ayeao~ • STRUCT: JV QC CHECK: CC 0 w JOB No. STAR-16155 Z S- AS INDICATED w DATE: 11M72023 SD7 V NOT USED PRE ENGINEERED FIRE RETARDANT ROOF TRUSSES PER SHEATHING ATTACHED PER PLAN NAILING SCHEDULE. SEE ARCHITECTURAL PLANS FOR REQUIRED LOCATIONS 2x FASCIA PER PLAN. SEE ELEVATIONS FOR MORE INFORMATION 2x FRAME OR CMU WALL. SEE ARCHITECTURAL PLAN FOR MORE INFORMATION 1- HOUR FIRE RATED SOFFIT PER GA FILE NO. RC 2602 TO EXTEND A MIN. 4'4T EACH SIDE OF 2 HOUR FIRE RATED ASSEMBLY. INSTALL BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOQ! TRUSSES 24" O.C. WITH 1-1 W TYPE W OR S DRYWALL SCREWS 24" O.C.Z. FACE LAYER W TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BAY APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1-71W TYPE W OR S — DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE TRUSSES /-12" TYPE G DRYWALL SCREWS 12' O.C. PLACED 7 BACK ON EITHER SI OF END JOINTS, JOINTS OFFSET 24" FROM BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING 12" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 0.131" x 2-12" NAILS. APPROPRIATE ROOF COVERING. FIRE CAULK EDGES AND ENDS AS REQUIRED TO� PROVIDE AN AIR TIGHT SEAL TYPICAL FIRE RATED SOFFIT rL PARTY WALL 7 C CHANNEL OR RUNNER INSTALLED PER MANUFACTURERS SPECIFICATIONS 2. BEARING WALL PER PLAN. SEE EXTERIOR FRAME WALL SCHEDULE INTERIOR FINISH PER BUILDERS SPECIFICATIONS FIRE RATED WALL SYSTEM PER DESIGN PLAN. INSTALLED TIGHT TO ROOF SHEATHING. W7 TWO HOUR FIRE WALL @ FRAME INTERSECTION 3/4'=1'.( 2" C CHANNEL OR RUNNER MIN. 3/4" AIR SPACE INSTALLED PER MANUFACTURER'S FIRE RATED ROOF SPECIFICATIONS SHEATHING PER PLAN BREAKAWAY CLIP OR TRUSS OVERHANG EACH ALUMINUM ANGLE S1DE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WHERE EXTEND GYPSUM BOARDS REQUIRED PER UL PER FIRE RATED WALL U373/PWi, U336/PW2, SYSTEM INTO SOFFIT AREA U347/PW4 OR V344fiW ROOF SHEATHING — ATTACHED PER NAILING SCHEDULE FASCIA PER PLAN ATTACH CHANNELFLANGE I TO BOTTOM OF FASCIA VAN J 1311-114" TYPE W SCREWS INSTALL C CHANNEL OR RUNNER FROM BOTTOM OF FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE EXTENSION OF THE GYPSUM BOARDS. FASTEN 7 C CHANNEL OR RUNNER W/ MIN 1-1/4" TYP W SCREW TO FRAME OR 3116" x 2-1/4" TAPCONS TO MASONRY AS SPECIFIED PER UL U3731PWI, U33S/PW2, U347/PW4 _ OR V3441PW5 OWlL1 TWO HOUR SEPARATION 0) EAVES A GYPSUM BOARDS PER FIRE RATED WALL SYSTEM U373/PWI, U336/PW2, U347eM OR V344/PW5 MUST EXTEND INTO SOFFIT AREA IF EXTERIOR WALL IS FRAME PROVIDE SOLID BLOCKING AS REQUIRED TO INSTALL C CHANNEL TRACK EXTERIOR WALL PER PLAN _ 00 9 J O O' q d C V W C Z O� � b N C to W50 v X m Z - 0 :-a}3 - � 1-- 0 K W O STRUCT: JV Q a CHECK: CC w .IOB 1'1^STAR-18155 I SCAIE: AS INDICATED w DATE: 11N7= 12"=1'd I\ / 3/4'=1'd COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �L Design No. U373 BXUV.U373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted In all cases as to the particular requirements covering the installation *the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics conceming alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U373 March 05, 2018 Nonbearing Wall Rating - 2 Hr (Area Separation Wall, See hems 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See hems 4, 4A and 4B) Nonbearing Wall Rating 2 Hr (Protected Wall, See gem 4B) Finish Rating -120 Min. (Sao item 4) ' Indicates such products shall tear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. R r a s SECTION A -A SECTION B-B CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY CONFIGURATION B EXPOSED TO FIRE FROM EITHER SIDE AREA SEPARATION WALL: - (Nonbearing. Max Height -44 it) 1. Flow, Intermediate or Top WWI - 2-3/16 in. wide channel shaped with 1 In. long legs formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gal' steel having -,r - shaped flanges spaced 24 in. OC: overall depth 2-1/8 in. and flange width 1-12 in. 3. Gypsum Board' -Two layers of 1 in, thick gypsum wallboard tier panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H'- shaped studs. GEORGIA-PACIFIC GYPSUM LLC - Types TRSL, DGUSL PROTECTED WALL: (Bearing or Nonbearng Wag, as indicated In Items 4, 4A and 48. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Woods Sands - For 2 Hr. Bearing or Nonbering Wag Rating - Nom 2 by 4 in., max spacing 24 in. OC. Studs—4miced 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. Stood Sands - (As an alternate to Item 4, not shown) - For 2 Hr. Bearing WWI 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) gad, steel or No. 20 MSG (0.033 in. thick) primed steel. cold toned, shall be designed in accordance with the mmint edition of the Specifiation 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 bad of the studs, shall be specified by the steal stud designer and/or producer, and shag meet the requirements of all applicable local code agencies. The max stud spacing of wall attached assemblies shag not exceed 24 in. OC. Studs attaed to floor and ceding tracks with 12 in. Ieng type S-12 steel screws on both sides of studs or by welded or boded connections designed in accordance with the AISI specifications. Top and bottom tracks shag consist of steel members, min No. 20 MSG (0.0326 in, min bare natal 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 commc ion between steel studs, and to adjacent assemblies such as a tor. ceiling, andfw other waft. Attached to floor and citing assemblies with steel fasteners spaced not greater than 24 in. OC studs rossbraed with stud framing at mid -height whom necessary for clip attachment. Min 314 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 4B. 86M Sails - (As as alternate to hens 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Chanel shaped, fabricated from min 25 MSG comodonprotected steel, min 3 12 in. wide, min 1-1/4 in. flanges and 114 in. mtum, spaced a max of 24 in. OC. Studs to be tut 3/8 to 314 in. less than assembly height Top and bottom tracks shag be channel shaped, fabricated from min 25 MSG omosbnprotected steel, min width to accommodate stud size, with min 1 in. long logs, attached W floor and citing with fasteners 24 in. OC ax. Studs cross -braced with stud framing at mid -height where necessary for d'p attachment Mn 314 in, separation between steel framing and area separation well. Finish rating has not be evaluated forsteel studs. 5. Gypsum Board -Classified or Unclassified - Min 12 in. thick 4 it wide, applied either horizontally or vertically. Wall—d! attached to wood studs (Item 4) with 1-114 in. long steel drywall nags paced 12 in. OC. Wallboard attached to steel studs (Item 4A or 4B) with 1 in. long Type S steel screws paced 12 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail or screw heads covered with pM compound. SA. Plywood Sheathing or OSB - (Not shown) -As an alternate to Item 5, Nominal 12 in. thick orgreater plywood or OSB applied horizontally or vertically W wood or steel studs. Vertical joints located over studs. HodzwtW joint shall be bulled fight to form a closed joint Fastened to studs with nags or screws of sufficient length, paced 12 in. OC. Joints and fastener heads am not required to be treated. Aluminum dips shall be spaced as described in Item 6. 6. AttaehmaM Clips -Aluminum angle, 0.0S2 in. thick min 2 in. wide with min 2 in. and 2-12 in. logs. Gips secured with mnnum one Type S screw 3/8 in. long to lr studs and with minimum we Type screw 1-1/4 in. long to wood framing r steel framing through holes provided in clip. Clips spaced a max of 10 ft OC vertically between wood or steel framing and 9i'studs for separation wags up to 23 it high. For separation walls up to 44 It high, dips spaced as described above for the upper 24 R and the remaining wall are below requited dips paced a miss 5 It OC vertically between wood or steel framing and •H'studs. T. Batts and SlankeW -(Optional, now shown) - Placed in said cavifes, any glass fiber or mineral wool insulation, max 3.0 pd density, bearing the UL Classification Marling as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified oomimmes. Indicates such products shall bear the UL Or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respec*4*. Te eggeann as <anrymh name «proMct In Mle OaaWw eoea M In keetl auwe tint PedhrCe ao IOerWIe4 Nan been merxdrnrM hMr IA'a Fels onti SeMu, grhty tlwae Pr«k=. burYa the UL mark Yhoue be <omeerM to b GMMe are <ovaW wear UL's FglawllpaerMu. ahpy. kwaM Ill ul. P an tie w apro ULpemaY tie nrrhbetlm of ralrlelc«falre4lnns Wine aUbwe acamma,Mti.olmcan . W.mtotMM emrary all in —leading leMnge k4errhreaaR mercer, MahmRarty manlphlakn of tar 4eY (« trawkhvsg �. Vhe errtanent-kerlMM M1«n Ill Wlrc Cxtlmcatlam grMurY MN Armisfknmam UL-mull aPWr+4eccrxYne exaanM mM«YL In aeatlerh, she repkle4 rMerlY mur hrrlrate • mpyrldt Mica In theaaowlrp bnwb'e ]era LL LLC DETAIL SHOWN ON THIS SHEET IS PUBLISHED BY UL (UNDERWRITEF LABORATORIES). S SEALED FOBititG I A d U Z i � lipr M � 4 C 251I. CTIInALEND: TH STRULT: JV < OC CHECK CC O w Joe- STAR4e155 I S E: AS INDICATED WDATE: 111072023 PW1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, Written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �L 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 submi ter and have been investigated information UL for compliance with applicable requirements. The published infoution cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics concerning ahemate materials and aflemate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May 08, 2018 Exposure to fire from separation Wall side only Nonbeanng 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 48) Finish Rating -120 Min. Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION AA SECTION B-B O 1,1 ►� 1,1 NJ W14 w o CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 0 0 0 1'.1 Ilk CONFIGURATION 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. tong 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 gaN steel having "It" - shaped flanges spaced 24 in. OC; overall depth 2 in. and flange width 1-M in. 3. Gypsum Board' - Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into 'H" - shaped studs. CGC INC - Type SLX UNITED STATES GYPSUM CO - Type SLX USG BORAL DRYWALL SFZ LLC -Type SLX USG MEXICO S A DE C V - Type SLX PROTECTED WALL: (Bearing or Nonbearing Wall), When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7. 4. Woods Struts - Nom 2 by 4 in. max spacing 24 in. OC. studs cross braced at mid -height where necessary for dip attachment Min. 3/4 in. separation between wood framing and fire separation wall. 4A. Steel Studs - (As an alternate to hem 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed. 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 Instrute. 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 ardlor producer. and shall meet the requirements of all applicable local code agencies. The max stud spacing of well assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 1/2in. long type S-12 steel screws on both 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 (0.0326 in, min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG 10.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud framing at mid -height where necessary for 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 ShMs - (As as alternate to Items 4 and 4A, for use in Configuration B only, not shown)- Fa 2 Hr. Nonbearing Wall Rating - Channel shaped. fabricated from min 25 MSG corrosion -protected steel, min 312 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 318 to 314 in. less than assembly height Top and bottom backs shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud sae, with min 1 in. long legs, attached to floor and ceiling with Fasteners 24 in. OC max. Studs cross -braced with sail framing at midlleight where necessary for dip attachment. Min 314 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 1/2in. thick, 4 ft wide, applied either horaontally or vertically. Gypsum board attached to studs with 1-1/4 in, long steel drywall nails spaced 8 in. OC. Vertical joints located over skids. (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 1-1/4 in. long to wood framing through holes provided in dip. 6A. Clip placement (hem 6) for separation walls up to 24 ft high. Space clips a max of 10 ft OC vertically between wood framing and "H"studs. 68. Clip placement (Item 6) for separation walls up to 44 ft high. Space dips as described in Rem 6A for upper 2411. Remaining well area below requires clips spaced a max 5 ft OC vertically between wood framing and"W studs. 6C. Clip placement (Item 6) for separation walls up to 66 ft high. Space clips as described in Item 6A for upper 24 R Space dips as described in item 68 for next 20 ft. below the upper 24 ft. Remaining wall area below requires dips space a Max, of 40 in. OC vertically between wood framing and'N'studs. 7. N"43earing Wall Partition Intersection - (Optional) - Two nominal 2 by 4 in. stud or nominal 2 by 6 in. sail nailed together with two 3 in. long 10d nails spaced a max 16 in. OC, vertically and Fastened to one side of the minimum 2 by 4 in. stud with 3 in long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be Rush 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. kxg 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 wall. B. 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 or cUL Certification (such as Canada), respec". CONFIGURATION 8 1u„PPu«r,<, at, <onwrry, nrne ««•crisis M tlas anew a«, nr In s,•s.wr• our «•exn w IaerrlMa law e..n mr.,I,<waa arisen uls "-Up Ory Moe•pIOGN1, M,Mq s II.m,rR ar,•uMa<«uk«•aro a Csilsiiaria<were1 under UL', Fdlwup erWce Aeny, loot far she EXPOSED TO FIRE FROM EITHER SIDE fax, on ire Proar<L IA permna me rgxaaucsonablewrar<awereaMer owne c«sn<auan ov«rwy auli.kxasr ,.ft Ir,. wu:1. Te•acreexoniau,n. AuertlM; (.,rrWn<UoW ..or, ,Yw,>.W«L«INkatloe, pll•,1 n.rra PnmYaNMrr Mtrel MamwNpe w mvnr, aeMaA,rry mmlpulNon wi. ar,t««,- P3.nr rr• 1 mepAr.a Ir•m d alone Derelk,eon,pr•<t«y cunt p,ma,abn non, ill-conyy.,r,q,<.rrone •rrMea mrerYt In,artlon, Me repnnYa wWlr oast Mrcluae, <opyrlaM notl« In ea fapornp brmt `0Nis LL LLC COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONITA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MO NOTE: UL DESIGN U336 OR U347 MAY BE SUBSTITUTED FOR U373. HOWEVER, THE ENTIRE PARTY WALL MUST USE THE SAME ASSEMBLY. ALL PARTY WALLS WITHIN THE SAME BUILDING MUST USE THE SAME ASSEMBLY. JTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. DETAIL SHOWN ON THIS SHEET IS PUBLISHED BY ULs(UNDERWRITERS LABORASEALEDTORIE .bfRUCT 11 SEALED F T(J�[ f PORTI IS DRAMA NLY. f�r` A �•�� N M 0 �" ,✓� a(¢o: a: Croa �►� © i W IF 111� Z O EL Of L) W 0 —• W YYG1I fn p' F F Z �� Q J J =E ri Q W 440 ZJ �� V O' F M F M H3 6s Z8 F LU `q x C. rA � 2 m 7 C u w � 0 m J =X Q Z I-a3 - x - IX W 0 N ODF • p sirrUCMtA1ENG TH IxukEnNc: u STRUCT: N tic CHEd(: CC O w JOB No. STAR-18155 t sCALe: AS INDICATED w DATE: 11A172023 I9TWT �' Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design sublnitter and have been investigated by UL for compliance with applicable requirements. The published information canna allays address every construction nuance encountered in the field. When Held issues arise, R is recommended the first contact for assistance be the technical service start provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consutt the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics conceming attemate material and attemate 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 - ansidul 263 certified for united states design afteda and allowable variances See general information for fire resistance ratings - cantulo-sl01 certified for canada design criteria and allowable variances Design No. U347 March 05, 2018 Nonbearing 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 Rem 5 and 5A) Nonbearing Wall Rating 2 Hr (Protected Wall, See items SA and 5B) Finish Rating -120 Min. (Sea item 5) Indicates such product shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE I o CONFIGURATION D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Nontearing, max height -66 it -see Rem 6) 1. Steel Track - Floor, sidewall or top wall track. Nord 2 in. wide channel shaped with nom 1 in. long legs, famed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - "H" shaped studs formed from No. 25 MSG galy 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 panel, supplied in nom 24 in. wk ths. Vertical edges of panel friction fit into "h" shaped studs. NATIONAL GYPSUM CO - Types FSW, FSW-B, FSW-7, FSW-9 PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4, 4A and 4B. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Air Space - Minimum 3/4-in. air space. 5. Wood Studs -For Bearing or Nonbearing Wall Rating - Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid -height where necessary for dip attachment Min 3/4 in. separation between wood framing and fire separation wall. Finish rating evaluated for wood studs only. 5A Steel Studs - (As an alternate to Rem 5, not shown) - For Bearing Waif Rating - Corrosion protected steel studs, min 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 Specification for the Design of Cok1-Formed Steel Structural Members by the American Iron and Steel Institute. An 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 requirement of all applicable local code agendes. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling Rados with 12 in, king 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 structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. studs cross -braced with stud framing at midhegM where necessary for dip attachment Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 58. Steel Studs - (As an alternate to items 5 and 5A, for use in configuration 8 only, not shown) - For Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-12 in. wide, min 1-1/4 in. flanges and 114 in. retum, spaced a max of 24 in. OC. Studs to be cut 3/8 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. king legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at midheght where necessary for dip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 6. Gypsum Board - Classified or Unclassified - Min 12 in. thick 4 it wide, applied horizontally or vertically. Wallboard attached to wood studs (Rem 5) with 1-1/4 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to steel stills (Rem 5A or 5B) with 1 In. long Type S steel screws spaced 12 in. OC. Vertical joint located over studs. Horizontal joints shall be bolted tight to form a closed joint. As an option, joint covered with paper tape and joint compound. As an option, screw heads covered with joint compound. 6A. Plywood Sheathing or OSS - (not shown) - As an attemate to Rem 6, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joint shall be butted tight tofonn a dosed joint Fastened to studs with nail or screws of sufficient length, spaced 12 in. OC. Joint and fastener heads are not required to be treated. Aluminum clips shall be spaced as described in Rem 7. 68. Batt and Blanket' - (not shown) - As an alternate to Items 6 and 6A, glass fiber or mineral wool insulation, min. 3-12 in placed thick to completely fill the wood or steel stud cavities. When Batt and Blanket are used in pace of items 6 and 6A, the in- height is 54 it and the aluminum clips (Rem 7) shall be spaced a max of 5 H OC vertically. Min 314 in. separation between Insulation and area separation wall. See Batt and Blanket (BKNV) category in the Building Material Directory and Batt and Bankers (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 6B, 4 it wide panels, applied vertically. Panel attached to wood studs (Item 4) with 1-5/8 in. long steel drywall screws spaced 16 in. OC. Vertical joint located over studs. Joint 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 PASCO GYPSUM -Types QuietRock QR-500, QuietRockQRr-510, QuietRock OR-525 6D. Gypsum Board' - As an alternate to Rem 6 - Min 5/8 in. thick, min. 6 in. wide batten strips, applied on both sides of Steel Studs (Rem 2) and horizontal back to back Steel Track (Item 1). Min. 5/8 in. thick, min. 3 in. wide batten strips applied on bath sides of single Steel Track (Item 1) at perimeter of assembly. Batten strips secured to studs with 1-1/4 in. long Type S steel screws spaced 12 in. OC. Batten joint shall be butted tight to form a closed joint. As an option, entire sheet of gypsum board may be used in lieu of the battens. Clip placement as in item 7, 7A 7B, 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 dip. 7A. Clip placement for separation walls up to 23 it high: Space clips a max of 10 H OC vertically between wood or steel framing and "H" studs. 7B. Clip placement for separation walls up to 54 it high: Space clips r s described in Rem 6A for upper 24 R Remaining wall area below requires dips spaced a max of 5 R OC vertically between wood a a" framing an d "14'studs. 7C. Clip placement for separation walls up to 66 it high: Space clips as described in Rem 6A for upper 24 ft, space dips as described in Rem 6B for middle 30 ft. Remaining wall area below requires dips spaced a max of 39 in. OC vertically between wood or steel framing and'W'studs. & STC Rating -The STC Rating of me wall assembly is 61 when it is constructed as ciescribed by items 1 though 6, except A Rem 5, above - Wood Studs- Shall be spaced 16 in. oc. B. Rem 6, above -Gypsum Board -Min. weight 1.5 psf. Shall be applied vertically and attached to studs with 1-1/4 in. long steel drywall screws spaced 16 In. OC. Joint and screwheads shall be covered with paper tape and joint compound. C. Rem 7, above- Aluminum Clips -spaced a max cf 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 balls, min. 0.80 pd. 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 Walls 23 it F. The STC rating applies to Configuration B only. G. Steel Studs (items 5A, 5B), Plywood Sheathing or OSB (Rem 5A and Rem 9) and Batts and Blankets (Rem 6B) not evaluated as alternatives for obtaining STC rating. 8A. STC Rating - TheSTC Rating of the wall assembly is 69 when it is constructed as described by Rem 1 through 6, exceptA Item 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Rem 6C, above -Wall and Partition Facings and Accessores' -Type QuietRock QR-510 panes shall be installed. C. Hem 7, above- Aluminum Clips- Spaced a max of 10 R OC vertically. D. Batt and Blankets* -Tthe cavities formed by the wood studs shalt be friction fit with 3-12 in. thick fiberglass insulation belts, min. 1.0 poi. See Batts and Blanket (BKNV) category in the Building Materials Directory and Bats and Blanket (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Walls 23 it F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 513), Plywood Sheathing or OS8 (Rem 6A and Item 10) and Batt and Blanket (Items 6B) not evaluated as aftematives for obtaining STC rating. 8B. STC Rating - The STC rating of the wall assembly is 70 when it is constructed as described by items 1 through 7, except A Rem 5, above -Wood Studs -Shall be spaced 16 in. OC. B. Rem 6C, above -Wall and Partition Facings and Accessories' -Type QuietRock OR625 panes shall be installed as described in item 5C. C. Rem 7, above -Aluminum Clips -spaced a Max of 10 R OC vertically. D. Batt and Blanket' -The cavities Conned by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation baits, min. 1.0 per. See Batt and Blanket (BKNV) category in the Building Materials Directory and Batts and Blanket (SZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 23 fl. F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 5B), Plywood Sheathing or OSB (hem 6A and Item 10) and Bags and Blanket (hems 68) not 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 or 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 joins located over studs. Fastened to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. Indicates such products shall bear the UL or cut. Certification Mark for jurisdictions employing the UL or W L Certification (such as Canada), respectively. Trims wmm:e a1sdyit hysnun. ar protium Iris es eataeaseeon ntl In sent agaveertpro,rd aoleerxlnaa Me Iconrhhamew.vi- 1 1 pmma.lp smwa.. olxy nos• vroaola Ixanr,p me w nrrx anaur a cororxw a a eemma ohm <ov«aa unw uus ranoeap s.nau. awn low rm er roe an rim praacu LL perinea ew rapraeucean area by y cahseema rn ell OMw emlmaae 0 p VI, select Ioew Iity M1 candtlon:l.l inoraa wavrnalam Aatamtlks,CMMrcrbI.dr"rls,)...-a, arWv Cutlllcaeans(rites)mop Ee pretffl Gti Dr entirelyant ovarharrllYfMalelp manes, Mehav uhY manryulran am. am I�<baelrhgal. 2. tie anatement "Rep4nxe tram ma Online Grtlecaeana grMaY k a 11, parMaabnfran UL" mIr appear aq.cerr site estraclM maulru In rWtlwr. ee mvrmea mstrer mul ehchuae -W..mtla In ererallaMrq bmwl: ro 2019111 LLt 11111 THIS SHE d O �3*A2 Z m O rip 2 m _J xaz il- IL is 0 F l- d rW O F IL }N} 1- M. o CIO O C c u • � smucr: ry � rx cllEak: w 0 v JOa No. STAR-18/55 2 eGIE: AS INDICATED w DAW: 11/07=1 =D PW4 �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. Design No. V344 112022 UL LLC BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be corlsuged 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 submi ter and have been investigated by UL for compliance with applicable requirements. The published Information cannot allays address every construction nuance encountered In the field. When field teams arise, itis recom mendecl 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 attemate 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 - ansilul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - can/u1csl01 certified for cenada design criteria and allowable variances Design No. V344 February 04. 2022 Nonbea ing Wall Rating - 2-12 H, (Area Separation Firewall, See items 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 Rem 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), respectivey. LP AX spxa Exposed to Fire from Either Side Side A Side B 1-12" Type G Drywall Laminating Screws 1-12' Type G Drywall Laminating Screws 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, fomled from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Framing members formed from No. 25 gaN steel having "H" shaped flanged spaced 48" O.C.; overall depth 2 in. and flange width 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 frichon 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 Suds -Bearing or Nonbearing Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. face parallel or perpendicular to gypsum board (Item No. 3), Studs cross -braced where necessary for clip attachment Min 3/4 in. separation between wood framing and area separation firewall. 4A. Steel Studs - (As an attemate 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 a No. 20 MSG (0.033 in. thick) primed steel, toll formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long Type S-12 steel screws on both sides of sails or by welled a bolted connections designed in accordance with the AISI specifications. Top and bottom tracts 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 a 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 3/4 in. separation between steel framing and area separation wall. 4B. Steel Studs - (As an attemate 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 1/4 in. return, spaced a max, of 24 in. OC. Studs to be cut 3/8 in. 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 /asteners 24 in. OC. max,. Studs cross -braced with stud framing at mid -height where necessary for clip attachment Min 3M in, separation between steel framing and area sepamton wall. 4C. Framing Members- -Steel Studs - (As an attemate 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 aR 3/4 in. less than the assembly height and installed with a 12 in. gap between the end of the stud and track at the bottom of the wall. Sails crossbraoad 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 - V1pe25 TM CLARKDIETRICH BUILDING SYSTEMS -CD P.TRAK CRACO MFG INC - SmartStud25 TM IMPERIAL MANUFACTURING GROUP - Vipe25 TM MARIONMARE, DIV OF WARE INDUSTRIES INC - Vipe25 TM STUDCO DUILDING SYSTEMS -CROCSTUD S. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to wood studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC or 1 in. long Type W coarse thread steel screws spaced 12 in. OC. Joints may or may not be covered with paper tape and joint compound. When minimum board weight is less than 1.3 IDs/R2, Finish Rating is 120 min. When minimum board weight is 1.3 Ibs/82 or greater, Finish Rating is 150 rein. 5A. Plywood Sheathing a OSB - (Not Shown) - As an attemate to Rem 5, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joins located over studs. horizontal joints shall be butted tight to forth a closed OnL fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joins and fastener heads are not required to be treated. Finish Rating is 120 min. When used in addition to Rem 5 Finish Rating is 150 minutes. 5B. Batts and Blankets • - As an attemate to Items 5. Glass fiber or mineral wool insulation, min. 3-12 in. thick placed to completely All and the wood or steel stud cavities. See Batts and Blankets (SKNV) category in the Building Materials Directory aBatts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. Min 314 in. separation between insulation and area separation wall. Finish Rating is 120 min. When used in addition to ttem 5 Finish Rating is 150 minutes. 5C. loose Fill material e - (Optional) - To be used in addition to items 5, 5A or 5B. any loose fill material bearing the UL Classification Marking for Surface Bunting Characteristics, placed to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product. Min 3/4 in. separation between insuation and area separation wall. 5D. Fiber, Sprayed• - (Optional) - To be used in addition to gems 5, 5A ro 5B. The spray applied cellulose fiber is applied with water to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product with nominal dry density of 2.71bnt 3. Alternate Application Method: the fiber is applied without ureter or adhesive at a nominal dry density of 3.51bM3, 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, FRM, INS735, NS745 AND INS75OLD for use with wet or dry application. iNS515LD, INS541 LD, INS5101.13, INS765LD AND INS773LD are to be used for dry application only. 6. Aluminum Clips - Aluminum angle, min. 0.063 in. thick, min 2 in. wide with min 2 in. and 2-1/4 in. legs or min. 0.050 in. thick, min. 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with min. No. S. 3/4 in. long panhead sharp screws to'H'studs and wood framing through holes provided in clip. 23 ft. Height Clip placement (Rem 6) for separation firewalls up to 23 ft high. Start at roof line and space dips a max of 10 ft Limitation OC vertically between wood or steel framing and'H' studs. 44 ft. Height Clip placement (item 6) for separation firewalts up to 441E high. For the upper 24 ft of the well system, space Limitation the clips 10 ft. OC, and then 5 ft. OC for the remainder of the wall below. 66 It. Height Clip placement (Rem 6) for separation firewalls up to66 ft. high: For the upper 24 ft of the wall system, space the Limitation clips 10 ft. OC. On the next 20 ft. below space the clips 5 ft. OC, and then 40 in. OC for the remainder of the wall. 7. Laminating Screws - Gypsum boards (Item 3) are secured to each other with 1-12 in. long Type G laminating screws from 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 Cchannels of the assembly. On one side of the wall each row contains 2 screws located 12 in. from each face of the Hstuds. On the other side of the well each row contains 2 screws located 16 in. from each face of the Hsads. Refer to Illustration. 8. Non -Bearing Wall Partition Intersection - (Optional) - For mod framing - Two nominal 2 by 4 in. sad a nominal 2 by 6 in. stud nailed together with two 3in. 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 try 4 in. studs. The wall partition wood studs are to be framed witha second 2 by 4 in. wood stud fastened wfth 3 in. long 10d nails spaced a max. 16 in. OC. vertically. maximum on non -bearing well partition intersection per stud cavity. Non -bearing wall Partition stud depth shall be at a minimum equal to the depth of the wall. 9. Culking and Sealants- - (Optional - Intended for use as an air barrier - Not evaluated as fire blocking) - A bead of sealant applied around the partition perimeter in the 3/4 in. air space between wood framing (Item 4) and gypsum board panels (hem 3) to create an air barrier. DUPONT DE NEMOURS, INC. - Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Sluff Pro Window & Door ICP ADHESIVES & SEALANTS INC - Hardi-Foam Fireblock, Hardi-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 M appeararce d•camp•rryn•m• x pnakxx In Tit OYab•••Mein rcl In nude•aw•11wt proOtet• a WnaleE Iwo been mw•fx9rM u,M WL F-Up eervlc•. Only tlba Potl_ __9 tits LL mutt ehaulU M carwl4erM b 4 CxanM ant eoex•E 1111af UL'e yatlmwb aervke. AMri bait Mtlte N.m an1M Proabb UL permXa tits upaEuctlan oI Vl•m•kMl cxratmtlIn tlw Online C•rMutlan DXa<tary ttotlM fdlawMp conmlbM: 1. rw Outs•IrfwmYlm, A•amblk; CaubuYbx, 0•YyM, •yekfa, some Cxtlnutlan• Ida) mute a p.aaea m tits •di'etyrely ant M • rlomlN•kaahp m•nw, ratlw ay nnmlWYlm>Me aW la bwXpel.2 ew YYxnem'IlepinlN rim ra OMrc CeRMutivm dr.mxy rNb pmNabn math UL-mat •Wee •A•cx[bme en•exU �aMl•I. X, .aYtlan, the repaYea mYxm must Irclah. arnmpn rctta• M me tabrene roman ro nu LL u.e R•xIYM� MS OniM CMlfb' Ohaday cosh pem,l®n rm,n LL M. o C � C Z m a � N SX LU Z - < t-}a3 - � F 0 K W O Q. S RUCT: N � ac atEar: cc 0 w JCe Nor. STAR-19155 i eGLLE: AS INDICATED wDATE: 11M7R023 T ° PW5 b= Ie COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. "14" SMILE SDWC ROOF TO WALL OR BEAM INSTALLTION SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION N.T.S. DOUBLE SDY C INSTALL: CONFIGURATION A DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. ^ I SDWC15600 at SDV Cdoubte botbm Plate c-r wood floor Bosom P. (Vida face of skd) Subibor Bboldrrg I � `SDWC1 idat dosbb ) plate (Wbs rbd) re of s Not Rdeaxmdead! 9brinoWdanerlyaInd SDAC STUD-TOBOf f. RATE CONNECTION OUB2 -� WOODFLOOR 11 1 SMSTWT0W.RATE 00MEC110 OMWOODROM N.T.S. NOT USED Rafter b Top Pr1e shown Truss te Top Plate sander Nob 1.8rQadradrinraNksLkPa014bartlYtllr•V�7212pMatl nardM'iYdersAlfat 2. Ra1Na1o•deld4brYlWmMrAwa SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE 1 a l SNGLE SDWC ROOF TO WALL OR BEAM NSTALLATION RANGE N.T.S. Nlct RARame darts. ter ter W m arty. Mt OPT. SDWC INSTALLATION - TRUSS/RAFTER OFFSET FROM STUD OPT. WWI; NSTAWITIWTRUSSIRAFIER OFFWT FROM STIR N.T.S. 41!� Trues or nlbr 0) m3.A.(2) SDWC15600TRUSS o-dwng OR RAFTER x'-1' x-1' YLY. MIN. 3-VI (2) SDWC 15600 OVERHANG Boar sorews'reahNed 2 S. DOUBLE SDWC INSTALL: OONFKXAIATNON B 1 DOUBLE SDWC INSTALL: CONFIGURATION B OPT' SDMMIALLATION•TRl1RSIRAFTEROFFSET FROM STUD N.T.S. N.T.S. I A A • I A M 1 I e 7e . e a e " •Z 01MIll• SDWC EDGE DISTANCE AND SPACING INFORMATION N.T.S. (S)SDAC IMa imurnd28DIMCpaetledekr0 GABLE RAFTER TO TOP PLATE SHOWN END 7 (TRUSS TO TOP PLATE SIMILAR) TRUSS SCREW TO BE INSTALLED INTO THE CENTER OF THE GABLE END BOTTOM CHORD +'pX 12' MIN DO NOT ®INSTALL SOW IN HATCHED AREA SDWC15600 1-MIN 1314' MAX OVERHANG NOTE SLOPED -ROOF RAFTERS MAYBE SLOPED UP TO AND INCLUDING A 12:12 PITCH AND MUST SE'BIRDSMOUTH' CUT. y� OPT. SDWC INSTALLATION RANGE 3'=l'-T CONFIGURATION B (TRUOFFSET —11 STUD) INSTALL SS THROUGH TOP PLATE INTO TRUSS/RAFTER. BOTH SCREWS INSTALLED VERTICALLY 35' INTO THE CENTER OF THE TRUSS/RAFTER FROM THE UNDERSIDE OF TOP PLATE, 117 TO I'FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3W 21/4' -- 314'2114' I.SDNCB pr SL1WC edplt par kdxw bm Opama127Xi' \\ FC16/Wdd1 YC75WOde1 aaerdora T 1 33'ty' 41.lalell.n Ar ye hP offer YA• mkL faea by plat aplcetrMaaks In upper Splice rplals ipldNnurnidg. dlill—brll• MYbun E�.O 's— aM Lybofta1Re IlUlk SDWC SCREW TO STUD - NARROW FACE 3'=7'<r Rafter or Truce dismnce far ld toes (with or Splice may be in upper or lower pleb wi0wut a Plate MAI-) Offset Y' from by plate splice for U -Iles SDWC MIN. EDGE DISTANCE FOR TOP PLATE: SPLICE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE N.T.S. Opamel zzx' 1tr D• 3a' OmT,Y5BN0 d81tlb—TSRda W4.Faod%4 Nrt Bk64adall.byplandart. SkaRo ledaEr baean pincaer acpd•ocrstalr. SDM STUD-TO-TOPMOTTOM PLATES CONNECTION SDWC STUD-TO•TOPIBOTTOM PLATES CONNECTION N.T.S. METAL INSTALLATION GUIDE TOOL i 4 - gU INSTALLATION GUIDE w ```�I %��+' CHANNEL �� y j j �/ T - Slap 1-A4rhnWlYrWtn 91rld.lod ArrdldW)will hktrelarallr, and dlh•InlpdhSkarpQbe SDIWCbap9shla..tla Sro2-WNMG MftfadM.h SDWC.'AWtnftftWt .dkbh dnaalbwal..apbrrd keYrWnslyed22S.lhe raWmpanlPY� �� i� 10'd9' (a.. dde11•} Orly h lndAraraly. raMWYad. hrnarl Ylalela� VA1.bdb-d ma.ram . _; w �A adb J 8bo5-pMhsOYYC rashM..adhtrlrl.rYMyaaurrwrkkbla�y prb. Vwyhthadla NandhrdalsYMisd lrbewmdad• Oft ' � �. C Q � SDWC INSTALLATION INSTRUCTIONS DoC ` ` (ROOTO WALL) F q� SOW ISTALLATION INSTRUCTIONS (ROOF T N.T.S Pressure treated a u 3110C1SMe BkriYOalar9b Rf eA*E Od1 (YAdeFod8lyd) Not S•Fftadvbbu"Mrmtalvrrbrda* SD= MD -TO -SILL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION N.T.S. NOTES 1. STRONBORNE STRUCTURAL WOOD SCREWS FOR TRusaIRAFTER, snD-TOPLAI$ AND FLOOR-TOFLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMAR® BY TI PSON SRRONiTE COMPANY. NC.• HOME OFFICE S55 W. LAS POSTAS HLVD., PLEASAHTON, CA 915118 TEL RM 900,5098. FAX (975) 847-1597.'SW" STRONG•TE COMPANY. INC.' IS A11190 9001 01 REGISTERED C. 2. USE OF THIS PRODUCT S SUBJECT TOTHEAPPROVAL OF THE LOCAL BUILDING DEPARTMENT. M THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE STRUCTURE DESIGN OF THE SII MM-13 MAN WAND FORCE RESISTBIG SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, 15THE REWON=LrrYOF THE SPECIFIER. 4. ENORFEROF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. A THE CONTRACTOR SMALL VERFYALL DIMENSIONS. CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY STRONGORNE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. F ANY DISCPBANCES ARE FOUND, THEY SMALL BE BROUGHT TO THE ATTENTION OF 11E SPECIFIER FOR GARFICATDN PRIOR TO CONSTRUCTION. ONLY COMMON HEEL TR188ES WW A MN 3-1W OVERHANG CAN USE THESESCREWS. RAISEDHEEI 1ALBEARLD,ETC. MUSTUSECOMMON•MIE7ALTWS3C.01•ECF PELCONLEI.'TERSC JUE. 6. INSTALLATION OF PRODUCTSHNLL BE DONE N CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE FRAMNCsOBBUL CONTRACTOR CONTACT TOR F INSTALLATION INSTRUCTIONS ARE NOT FOLLOWED 7. SI PEON STRONG-TE COMPANY,NC.RESERVES THE WGHTTO CHMNGESPECIFICATIONS, DESIGNS, AND MODELS WITHOUT NOTICE GR LABILITY FOR SUCH CHANGES. L ALL HARDWARE CALLED OUT IS LIB�PSON STRONG.TE 9. EN DOUBLE TOP PLATES 84ALL BE FASTED PER DETAILWFO71SM 10.COMRPCTOR MAY USE SIPSON SDWCIS800 SCREWS ONLY FOLLOWING CONFILTUIPATION (A) OR (B) THIS SMEE N LIEU OF SI PSON H70A OR SI PSON H2.5 FOR COMMON OR AACK TRUSSES WHERE UPLIFT DOES NOT DEEED (1195 be) FOR OFSP OR (1045 1.)FOR SPFMF. Uhil'1311 c - g Q F� 2 a. Lij Zc <06 Z U p io 5o U) R iE 251a,RllCarALEND: TH I s,Rucr: i a xcNEroc a 0 w tea No. STAR-18155 t aG1E: AS INOICATED w DATE: 11/072023 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, L-C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SDWC NOTES [� SDWC/F STRUCTURAL ASSEMBLY N.T.S. 1.a 1.b 1.c 1W IP r 21Tit 1 1.8 1.b 1.c Drive the SDWF screw vertically (90' t 2') into the center of the upper -wall bottom plate. Once SDWF has passed through upper -wall bottom plate and floor sheathing, make sure SDWF is still vertical (90° t 2") prior to driving SDWF into lower -wall double top plate. Adjust if necessary. Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. SDWF-TUW INSTALLATION AND PRODUCT INFORMATION N.T.S. 1. STRONG-1 R STRUCTURAL WOOD SCREWS FOR TRUSSIRAFfER 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) 999.5099, FAX (925) 847-1597.'SIMPSON STRONG:nE COMPANY, INC.' IS AN ISO 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. ,,.,,,ab* CODES: SDWF:KX?ESESR�D46 &THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE o" so_ .W tton -�: ICGES � � STRUCTURE. DESIGN OF THE BUILDINGS MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER LW,4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. Widow, 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY STRONG-aiNE 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 -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, BodQg a AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. SDYVF nndel number per 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. detd 6 LL-Ti- Lnwsrwattpplala"Mahown End OISW" Note: Studs. floor joist, bbddng and skxWD-plalai connections not shown for clarity. TYPICAL SDWF-TUW INSTALLATION N.T.S. Note: SkxPa-pIBLB connections am rtl 1' M.&nan requed to complete the bad path and are not shown for d n". Studs, Post and blocking per Designer Double SDWF shown (Single SDWF-TUW unW SDWFTLWCONCEIITRATED LOAD RESnW AT CWTINUDW WALL N.T.S. 2. SBde the TUVV (provided) over the SDVVF screw head and center using locator tab as a reference. Orient locator tab so that it points toward the outside of the wall. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2Y2" Simpson Strong -Tie Strong -Drive SD screws (provided). OFFWFROM VE inCAL2EUx I $ SINGLE BOTTOM PLATE SHOWN Model No Allowable Joist Depth Below (in.) Single Bolt. Plate Double Bott. Plate Min. Max. Min. Max. SDWF2716-TUW 8-1/2 10-1/2 6-7/8 9 SDWF2720-TUW 12-12 14-12 10-7/8 13 SDWF2724-TUW 16-12 18-12 14-7/8 17 SDWF2726-TUW 18-12 20-12 16-7/8 19 1. Joist depth fisted based on to % subfi= and 3' of tread penetration Into double by lam• 2- See L-;FSDWFALTHT letter for 11 Yi ,117/r. and I(r joist depts. SDWF ANGLE LUT NSTALLATION &ALLOWABLE JST. DEPTH N.T.S. Note: Std- 3�l aonnedions are requiet complete the bad path a are not shown for dar&y. Doublla SDWF shm (Sh* WM-n W sl SDWF-TUW CONCFMRATED LOAD RESTRAINT AT CORNER 4. Continue driving the SDVVF 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. O z a o 0 z s � z e o SDWF-TUW 3yZ• U.S. PATENT 8,276,323 � 0 The Strong -Drive SDWF is sold as a kit that o Includes: N OUTSIDE(25) SDWF wood screws VIEWWALL (25) TUW take-up washers (100) #9 x 2)4' Strong -Drive SO h 5. Check to ensure the proper engagement of the structural -connector screws TUW tabs to the SDWF screw shank using the Ne hex driver bit screw depth guide (provided). The measured gap Y41 hex driver bit shall be no greater than 9/32" and no less to 5/�'. Screw depth guile to ensure proper SDWF Q engagement with TUW 0 z o �o Imo' � B ur Q • W N � C m z + fire + Z O 7 C y N � O V m J IL Z ray3 - w 5WO' wW itrXZ a 0 Q J � o ayy H oa rnooF s n smucnmu END: TN 0 w JOS No. STAR-18155 FSM AS INDICATED w MM: 1 VOMM U SDWF COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WALL SHEATHING PER WFICIS04 21 WALL FRAMING PER PLAN OR SOLID ROWS 0.146'z 3' COLUMNATPANEL L PANEL SPLICE W/ NAILS O.C. N SPLICE LOCATIONS MAX 15' GAP O PANEL TTO PANEL BETWEEN PANELS (1) ROWS 0.148'a 3' - COLUMN PLIES NAILED NAILS • 3.O.C. EACH PER WF08/SD2 FACE OF CORNER AS -► (2) ROWS O.NB'z 3' DRAWN. ALTERNATE NAILS 3' O.C. EACH ROWS AS REQUIRED FACE OF CORNER AS NOT TO CROSS NAIL - DRAWN. ALTERNATE ROWS AS REQUIRED �. NOT TO CROSS NAIL �— NAILING PER WALL SHEATHING WF10/SD4 AND NAIUNG PER PLAN N� VERTICAL PANEL SPLICE DETAIL ALONG WALI N.T.S. WALL SHEATHING PER WF/NSD4 (2) ROWS 0.148'x 3' TOP PLATE NAILING ® C TOP It SPLICE IL PANEL SPLICE VW NAILS ® 3' O.C. SPLICE LOCATIONS MAX Ilg GAP PANEL TO PANEL PER WF07/SD2 1'-W MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE If —SIDE O PANEL SPLICE 3" NAILS ER WALL SHEATHING WALL SHEATHING PER SHALL RUN WONT. WF105D4 WALL SHEATHING WALL SHEATHING PER SHALL RUN CONT. yyF1OBD0 FROM EACH WALL FACE TO CORNER. (1) ROWS 0.1.C. FROM EACH WALL FACE TO CORNER (2) ROWS 0148'x 3' A MAX. EE GAP NAILS @ 3' O.C. EACH BETWEEN SHEATHING FACED CORNER AS MAX. 1/e GAP NAILS 0 3' O.C. EACH DRAWN. ALTERNATE BETWEEN SHEATHING FACE OF CORNER AS ROWS AS REQUIRED DRAWN. ALTERNATE NOT TO CROSS NAIL ROWS AS REQUIRED NOT TO CROSS NAIL NOT USED VPO VERTICAL PANEL SPLICE DETAIL PO VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. F i INSTALL FI INSTALLE[ nPER WF07 a§ INSTALL FIELD - INSTALLED TOP PLATE m Y (2) 0.148' z 3' Q 3' O.C. PER WF07SD2 �{ 48'PAST SPLICE 8 EACH WAY A MAX. A WALL SHEATHING SMALL RUN CONT. FROM EACH WALL FACE TO CORNER. B B INSTALL FIELD MAX. IAr GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WF07/SD2 TOP PLATE DETAIL AT CORNER N.T.S. NOT USED SECTION A -A INSTALL FIELD INSTALLED TOP PLATE PER WF07/SD2 (2) 0.148'z 3'NAILS (2)0.148'z?NAILS - FROM PLATE TO EACH FROM PLATE TO EACH STUD40 CORNER STUD CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING I 1 I ' NOTE: SHEATHING NOT SHOWN ILlI ,VTIL�' NOT SHOWN SECTION B-B HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H2z6 (2)2K6 02 SYP H4z6 3.5k5.5' AFP 1.6E SHORT SPAN HEADER H218 (2)NS /2 SYP H4x6 3.5ST5.5' AFP 1.6E SHORT SPAN HEADER H2z10 (2)200 02 SYP 11400 3S'x9.5'AFP 1.6E SHORT SPAN HEADER HD172 (2)2x12 t2 SYP H4z10 3.519.S AFPI.BESHORT SPAN HEADER 1. WHERE SYP t2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.6E SHORTSPAN HEADERS MAYBE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 16000DO psi FS =1500 psl FV = 175 pa, FC-PERP = 650 Ps . 3. AFP 1.6 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT4IP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES d. CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORIMTION. 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 WPt. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. 2z WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WP01 THIS SHEET) NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED WALL Z PANEL W/(2)0.148'z 3' O NAILS 0W O.C. < (FOLLOW NAILING Q REQUIREMENTS THIS ] DETAIL FOR ALL TOP PLATE SPLICE U LOCATIONS) W 2z TOP PLATE PERPLAN 'ryp) VA_�jr `�� ••••~ • ATTACH ALL STUDS a d Si •• TOP AND BOTTOM W/ (TOE OR ND NAILED) (TOE OR END NAILED IJ Q : • _j i 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. LO E O 30 � W i R O a C xg Cn 'L'� V Z 5z (n�TiO C 6 > 11- /y/J� � Z � � LU J If $ 0 Q E-- N Z W O A :mow a SwF- J FF W 0 z 0 _ � w N i i i w 3 3 q I (z � N I W r 4A O OJelli? Z 7 H 1p 5 h in c 8 ,Q o �S LU o m J p Q = Z - 0 I-a3 ¢m X�OF - rc W R W O p )00_ 0)y F a } Nao} /-a iw ss O sTRUC11MA1 ENG: TN w IxuFDNc: i O i � slBucr: .ry QD CHECK: CC Q w J06 No. STAR -IBIS$ FSGIE: AS INDICATED w DATE: 11N7120Z1 i Q N 0 o WP1 STANDARD (3) 2X12 MIN. (3) 21. SYP 92 STRINGERS W STUDS REQ'D Q END SIMPSON A34 CLIP TO OF LANDING W MIN. (6) FLOOR SYSTEM 0.16 "z 31/7 NAILS FROM (2)202 SVPi2 HEADER TO BUILT-UP STUD COLUMN STANDARD(3W2 - SYP92 STRINGERS M SIMPSON A35 / A34 CUP TO FLOOR SYSTEM & LANDING FRAMING (2) 2.12 SVP02 BEAM PER SCHEDULE REDO Q END OF LANDING FOR STRINGERS TO CONNECTTO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMNS il�vk i■� 11 �I I'I//// BELOW OR ALTERNATE HANGER Q RIGHT OF THIS DETAIL A -A PLAN VIEW MIN. (3) 21, SYP i2 STUDS REO'D Q END OF LANDING WI MIN. (6) 0.167 x 312' NAILS FROM (2)202 SYM HEADER TO BUILT UP STUD COLUMN OPTIONAL (2202 SYP&2 ATTACHMENT TO CMUA.EDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-20HUC210-2 W/ (18) 0.1S7 x 3VI NAIL TO LEDGERISUPPORT AND (10)0.14C x 3 NAILS TO (2)2x12 SYPf2 HEADER. MASONRY: HU210-2ALUC210-2 W (18) 114'k31/4" TAPCONS TO CMU AND (10) 0.148' x 3• NAILS TO (2)2x12 SYPY2 HEADER STANDARD (3) 2X12 SYP 42 STRINGERS W SIMPSON A34 / A35 CUP TO FLOOR SYSTEM & LANDING FRAMING ( SEE TABLE FOR MAX. I, WIDTH OF LANDING 90 DEGREE TURN LANDING LINE UP 2zJOIST IN 6' MIN. LINE WITH MIDDLE 2.12 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2x8 SYP82 JOISTS 523 Q LANDING Q 16"0.C. i W/SIMPSON A35 OR g LUS26 HANGER ON EACH SIDE 0 _ � z 10'MIN. MIN. 2xS SYPf2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) ,FI 0.167 x 312• NAILS Q 16" O.C. MAX. TO EACH STUD. (2) I W x 3114' TAPCONS Q 16' O.C. MAX. FOR MASONRY STAIR WINDER DETAIL WALL) - 3/r PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR MIN. MSVPC CONSTRUCTION LEDGER (P.T.1 NOTES ATTACHING T( MASONRY WAI - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.146" x 3' TOENAILS EACH END SIMPSON A35 CONNECTIONS - SEE PLAN FOR MASONRY WALL OR WOOD WALL LI MASONRY WAFRAME WALL BI IN. 2z8 SYP42 JOIST (P.T. IF SCHEDULE REDO Q END OF MIN, 2.8 SYPp2 JOISTS ATTACHING TO MASONRY WALL) CONT. LEDGER W LANDING F OR STRINGERS CONNECT OR BEAM TO BEAR Q LANDING Q 16.O.C. (3) 0.162"x 312- NAILS Q iC O.C. W SIMPSON A35 OR DIRECTLY ON BUILT UP LUS26 HANGER ON MAX. TO EACH STUD. IQ) IMN3-1/4- TAPCONS Q Is- O.C. COLUMNS BELOW OR EACH SIDE MAX. FOR MASONRY WALL) ALTERNATE HANGER Q RIGHT OF THIS DETAIL \ A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAXWOM OF LANDING 3/4' O.S.B. W/0.13152-1? NAILS Q 3" O.C. TOP AND A35 Q 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 Q END OF LANDING PER SCHEDULE OPTIONAL (2)2H2 SYP/2 ATTACHMENT TO CMUA.EDGER IN LIEU OF BUILT UP COLUMN WOOD: HV210-21HUC210-2 W (18) 0.162' x 312' NAILS TO LEDGER/SUPPORT AND (10) 0.148' x r NAILS TO (2)W2 SYPf2 HEADER MASONRY: HU210-2AHUC210U W (18) 1 µ'x31µ' TAPCONS TO CMU AND (10) 0.148• x 3- NAILS TO (2)aH2 SYPf2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2z4 SYPf2 CLEAT AND ATTACH TO JOISTS BELOW W (2) 0.148" x 31/4' NAILS Q 1C O.C. (3) 0.162' x 3-1? TOENAILS PENDING LANDING HEI(J ND N HEADS LAY LIT. HEADER LAY LT. WITHIN SUPPORT WALL COULD BE RE O UIRED. SEE PLAN 202 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONIDSPAN E Q M A SUPPORT A INFORMATION. A34 Q EA STRINGER TO LANDING 2x JOIST (P.T. IF 2x ATTACHED TO STRINGER I (2) 2z12 SVPR2 BEAM ATTACHING TO MASONRY WALL) CONT LEDGER w/ (III PER SCHEDULE Q END (3) p 167 x 31r7 NAILS Q I III OF LANDING FOR iC O.C. MAX. TO EACH 2z12 STRINGERS ONE ( I I I STRINGERS TO STUD. ((2)1/4- 431 W ON EACH SIDE AND III ( CONNECT TO. BEAM TAPCONS Q Is- O.C. ONE Q MID -SPAN III ( TO BEAR DIRECTLY ON MAX. FOR MASONRY I BUILT UP COLUMN WALL) I / BELOW. A35 CONNECTION I I WOOD OR MASONRY WALL SEE PLAN FOR 218 P.T. SPF f2 (MIN.) LET4N MORE INFO FASTEN TO SLAB USING MIN. (3) Z14 SYP f2 MIN. (6)1/4'x3-1/4' EVENLY COLUMN 2x JOIST PER SPACED TAPCONS Q MIN. SCHEDULE ENO DISTANCE OF 1-12" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST_ 01 GENERAL LANDING & STAIR FRAMING INFO wALE3µ Iw BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (L12 SYP) JOISTS (02 SYP) MAX WIDTH OF LANDING 17-0' OR LESS 1 (2) 202 1 2.8 9147 NOTE: t. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2x12 SYPf2 BEAM IS REQUIRED AT THE OUTSIDE FACE OFTHE IANOING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SUE OF INSIDE BEAM. NAIL (2)PLY BFAM TOGETHER USING (3) 0.IW x 3l/f NNLS AT C O.C. 3. CONTACT FOR FOR CONDITIONS NOT COVEREDTHIS DETAIL PRIOR TO CONSTRUCTION. 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO 2x4 f2 SPF STUDS Q SEE ARCH PLAN #3J-i�- I ) STUDS W/ (2) 0.162' x 31re 3]• 2x4 CONT. TOP PLATE 21' O.C. MAX, d'-0' ABOVE FLOOR TOENAILS (ATTACH TOP PLATE TO 2x4 92 SPF STUDS Q 24' STUDS W/ (2) 0.167 x 312- z z O.C. W (2) 0.148' x S-I W TOENAILS as VERTICAL � CO NOTCH SILL PLATE ( TOENAILS BOTTOM O.C. MIN. AND Q ANY FOR VERTICAL 2z4 SILL PLATE w/ 2 () I NOTCH SILL AND 214 12 SPF STUDS Q 24- OPENING. WIN 0.148' x 3' NAILS Q d- PLYWOOD FLOORING O.C. EVERY OTHER HANDRAIL KNEEWAI-L O.C. (NOTCHED ®36 I TO ALLOW VERTICAL STUD TO BE ATTACHED 2z L-BRACE W 0.148'x VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR TO WOIST BELOW 31"NAILS Q4'O.C. FACE OF(JOIST SHEATHING TO (OTHERWISE ATTACH 2 ACCOMMODATE 2x W/(2)0.148"x 3-114" 9 ATTACH 2x6 VERTICAL TOENAILS Q BOTTOM) {y 2x6 VERTICAL AND TO IJOIST W (3) Y' x 3' it L-BRACE Q 6'-0' O.C. & SOS WOOD SCREWS 2x4 SILL PLATE W (2) BECTXNI X 7( ® ANY OPENING EOLALLY 0.167 x 31? TOE -NAILS 2.4 CONT, TOP PLATE I f SPACE ENTERED IN EA. CONT. BRACE & 0.148' ATTACH TOP PLATE TO 3!' 496• IJOIST TO OUTSIDE �S x 3' NAILS 4' O.C. TO STUDS W/ (2) 0.162"x 3-10 FACE OF JOIST FLOOR SHEATHING TOENAILS 2.4 A2 SPF STUDS Q 24' DOUBLE I JOIST PARALLEL TO FLOOR ATTACH 2z4 TO (JOIST O.C. WI (2) 0.148• x 31µ• x.Ts M (2) Y.'z3' SDS TOENAILS BOTTOM SCREWS EQUALLY SLICE CUT PLYWOOD 2z4 CONT. TOP PLATE SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO i, SEE ARCH PLAN IN IJOIST STUDS W/ (2) 0.162' z 3-12' T MAX 4'-0' ABOVE FLOOR i TOENAILS 8' WIDE WEB a 2x4 f2 SPF SILL PLATE X ( X STIFFENER Q 48- O.C. m W/(2)0.14S'z3'NAILS 2x4Y2SPFSTUDS®24' PERPENDICULAR TO FLOOR (Q EA. BRACE),/(2) O.C. W/(2)0.148"z 31/4' I 2zI SILL PLATE W(2) ROWS OFO.146•x 3' o TOENAILS BOTTOM I 0.148" x X NAILS Q 4' NAILS Q W O.C. NOTE: (2) SIMPSON LSTA24 I O.C. (NOTCHED Q 2x6 STIFFNER TO BE STRAP (1 EA SIDE NOTCH SILL AND VERTICAL LOCATIONS). FLUSH w/ OUTSIDE OF STUD) EVERY 4C O.CC PLYWOOD FLOORING BOTTOM CHORD FLOOR BEAM CONDITION TO ALLOW VERTICAL TO SLIDE DOWN TO H FLOOR BEAM SEE FACE OF (JOIST Z PLAN 2x8 VERTICAL AND g ATTACH 2x8 VERTICAL L-BRACE Q V-0- O.C. & T TO IJOIST W (3) W x 3• Q ANY OPENING W/ so SCREWS ST02 SECTION 0 HANDRAIL EQUALLLLOD 24" (JOIST SEE PLAN w FLOOR BEAM CONN. JOIISTT OUTSIDE ENTEREDIN I- O SCALE. 3W- VIP FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR Q! 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