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HomeMy WebLinkAbout6243-6257 Daerr Ridge Stmm W1 TO MiTek' RE: TTH23-26 - Site Information: Customer Info: Starlight Homes Lot/Block: 23-26 Address: ., City: Xephyrhills Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: TTH23-36 Model: 4 plex Subdivision: Tyson State: Florida MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.5 Wind Code: ASCE 7-16 Wind Speed: 150 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 25 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 1 T30256121 C 1 A 4/7/23 2 T30256122 C3A 4/7/23 3 T30256123 CJ 1 4/7/23 4 T30256124 CJ3 4/7/23 5 T30256125 EJ5 4/7/23 6 T30256126 HJ5 4/7/23 7 T30256127 T01 4/7/23 8 T30256128 T02 4/7/23 9 T30256129 T03 4/7/23 10 T30256130 T04 4/7/23 11 T30256131 T04A 4/7/23 12 T30256132 T05 4/7/23 13 T30256133 T05A 4/7/23 14 T30256134 T06 4/7/23 No. Seal# Truss Name Date 15 T30256135 T06A 4/7/23 16 T30256136 T07 4/7/23 17 T30256137 T07A 4/7/23 18 T30256138 T09 4/7/23 19 T30256139 T10 4/7/23 20 T30256140 T10A 4/7/23 21 T30256141 V03 4/7/23 22 T30256142 VO4 4/7/23 23 T30256143 V05 4/7/23 24 T30256144 V06 4/7/23 25 T30256145 V11 417/23 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. PQU I N V�c� ��i,J. No 68182 :I'= —P STATE OF .' �� O'.%. lv: `%�• Joaquin Velez. PE \u.68182 D1iTek Inc. DBA MiTek i"SA FL Cent 6634 16023 Sa iagler Ridge Rd. Chestefield, \IO 63017 Date: April 7,2023 Velez, Joaquin 1 of 1 INDEX � 91 LOT 23 - PULSAR 'NR' FL 0.1. 10 SLAB PLAN'N' FL FLOOR PLAN'N' ^ ;.1 FL 1.11.1 FL 11 4. FLOOR PLAN OPTIONS SECTIONS FL 5.11 FL 5.13.10 ROOF PL ROOFPELEVATION'N' 6.11 UTILI LAN 'MR' ` kQ 1 \�L/i)� LOT L PULS'M 24 - PULSAR FL 0'1.9 SLAB PLAN'M' FL 1.10 FLOOR PLAN'M` FL 1.10.1 FLOOR PLAN OPTIONS FL4.10 SECTIONS FL 5'10 ELEVATIONS'M' FL 5.13.9 ROOF PLAN'M' FL 6.10 UTILITY PLANS'M' LOT 25 - PULSAR 'S FL 0.1.6 SLAB PLAN'J' FL 1.7 FLOOR PLAN'J' FL 1.7.1 FLOOR PLAN OPTIONS FL 4.7 SECTIONS FL 5.7 ELEVATIONS'J FL5.13.6 ROOF PLAN'J' FL 6.7 UTILITY PLANS'S LOT 26 - PULSAR 'O' FL0.1.11 SLAB PLAN'O' FL 1.12 FLOOR PLAN 10' FL 1.12.1 FLOOR PLAN OPTIONS FL 4.12 SECTIONS FL 5. 12 ELEVATIONS 10' FL 5.13.11 ROOF PLAN ID' FL 6.12 UTILITY PLANS'G' 4-PLEX BUILDING - A A 0.1.1 SLAB PERIMETER PLAN 4-PLEX A 1.1 FIRST FLOOR PLAN 4-PLEX A 2.1 SECOND FLOOR PLAN 4-PLEX A 5.1 ELEVATIONS 4-PLEX A 5.1.1 ELEVATIONS 4-PLEX A 5.1.3 ELEVATIONS 4-PLEX A 5.1.4 ROOF PLAN 4-PLEX DETAIL SHEETS D-1 DETAILS D-2 DETAILS D-3 DETAILS D-4 DETAILS D-5 DETAILS `'"1 ALL WOW .'ii,1? SI".<r4L.L COOS-� �- n t-° 11 W PREVAILING GCODS NATIONAL ANLD T HE GI a Y OPK:I PHYRaILlvS DRDINANCE, 8. 9. 10. 11. 12. 13, 14. 15. 16. 17. 18. 19. 20. 21. RZE ; D,A! DATE GENERAL NOTES: CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO THE BUILDER. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHANA MPS. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED, ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 112 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020). NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N.E.C. 2017, F.B.C.R. - 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. ASPHALT SHINGLES (IF APPLICABLE): WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.1 1. FOR ROOF-CLOPES 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 IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL RELATED SUB SECTIONS. UTILITY EASEMENT: USE OF THE SUBDIVISION 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 EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE MANNER. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (7.11.4.1 THRU 7.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTIONS, AND AROUND ROOF OPENINGS. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26 GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPff�E PROVISION OF SECTIONS M1411.3. THIS PROJECT MUST COMPLY WITH: 2020 FLO§MA B1RLD NG''y0 SDD (ff�> � L - 7TH I , FLORIDA FIRE PREVENTION CODE 7TH EDITION (THIS INCLULIE$•TH�` FL (FORM FIRE CODE, AND 2018 NFPA 101 LIFE SAFETY CODE). NFPA 10, 2018 EDITION, STANDARD FOR PO IRE EXTINGUISHERS. NFPA 13D, 2016 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN AN TWO-FAMILY DWELLINGS AND MANUFACTURED HOMES. NFPA 70, 2017 EDITION, NATIONAL ELECTRICAL COD PA h, 2016 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE. NFPA 90A, 2018 EDITION, STANDARD FOR THE I TALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. 2020 FLORIDA BUILDING CODE ENERGY CONSERVATION, 7TH EDITION. 2020 FLORIDA BUILDING CODE MECHANICAL, 7TH EDITION. 2020 FLORIDA BUIDLING CODE PLUMBING, 7TH EDITION. 2020 FLORIDA BUILDING CODE FUEL GAS, 7TH EDITION. OCCUPANCY: RESIDENTIAL - R3 CONSTRUCTION TYPE: VB-PROTECTED, SPRINKLED TYSON 4-PLEX A LOTS 23-26 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME AREA FIRST FLOOR 588 SF FIRSTFLOOR 2415 SF SECOND FLOOR 798 SF SECOND FLOOR 3255 SF HEATED 1386 SF HEATED 5670 SF GARAGE 226 SF GARAGE 891 SF POR 132 SF PORCH 125 SF PATIO/COV. PORCH 1 80 SF PATIO /COV. PORCH 320 SF UNHEATED 338 SF IUNHEATED 1336 SF x C'3 d V3 ISSUE DATE: 05.23.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. U 2022 Starlight Homes LAST REVISION ttltlitlilt�"%Ivl AV ie WCV N J V+ LU a F- > 40 0 SHEET NO: T-1 ll— cz J � � x Q H ISSUE DATE: 05.23.2022 FOR REVIEW REVISIONS: LOT 23 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 builder. 9 2022 Starlight Homes 2ND FLCOR PL. HT. — — �"FLAwv.Hr. — — — — — — — — — — — — — LAST REVISION BED 2 OWNER'S BED 2ND F{`OOR FIN. FLR. — — — _ — �` •®S •• •• 1 TFLQORPlLff. — — — 1ST FL VVM HT — — _ i .�. w q N ENTRY q� 4 T O IDIE11 MILY RM 17R�0'-713BT + 3 6 8NHEIGHT ATTAIN MIN. F OONT t T F4gOR FIN FLR OF WATER CLOSET .__. .... ..... L, oit O ','� "I'lit"094 W CO N oo� o o BUILDING SECTION 'N' 1/4' = i'-0- AT 27X3d' LAVOUi iB' = 1'-0' AT 11- X 17- LAYOUT cn a 40 W N SHEET NO: FL 4.11 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8- SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4X4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4X4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 18. O.C. (VINYL BOARD AND BATTEN SIDING) E18 /X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOODIVINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72- ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ND FL OOR-PL. HT. _ ND F . WLLW. HT. _ ND F OOR FIN. FUR. _ 1 ST F R PL HT. _ -- ,� LEFT ELEVATION 'N' 1/4U V-0' AT 22Y3: LAYOUT 1/e-= 1'-0' AT 11' X 17' LAYOUT Q" FLOQ@E Q2ND FL. W28 2ND FLOOR F 1ST FLOOR P 1ST FL. VOW 1ST FLOOR F FRONT ELEVATION 'N' 1/4" = 1'-0- AT 22134' LAYOUT 1,W = 1'-0' AT 11' X 17' LAYOUT LOT 23 2ND BOOR PL, HT_ FL. WOW. HT. _ Q�-w aOOR FIN. F R. 1ST FLOOR Pl . 1ST FL. WOW HT. 1ST FLOOR ORFIN.F ill Ill 2 REAR 2 ELEVATION'' LAYOUT x CD J i O t� I Q ISSUE DATE: 05.23.2022 FOR REVIEW REVISION 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 2022 Starlght Homes LAST REVISION V.dip• VE � f i J � o0; .: v•Q� iaM� r J* Wo �jC �jYJ�� N W O C H W �0 W SHEET NO: FL 5.11 rr- x G3 J � O Q w LOT 23 WP/GFI @ rOii i iC_� PATIO A/ccoND. Al. o ISSUE DATE: HB i a WP/GFI 05.23.2022 FOR ,...... REVISIONS: 4 g WIC (3 Y r M i FAMII BED _111TV ! I AN AS {gypp / REQUIRED PER r--� STATE AND o f ,� LOCAL BUILDING H' I IL6 a g S` ; CODE s i 3 _ _ , I a These drawings are the property of Starlight Homes and are not to be o \ DISHWASHER a I s DISPOSAL r. KIJCHEN 1' I I 1 utilized for construction, or copied in part or in whole G 220 f t _ o ? A ® „ �. L J' w .• q <a wa ®/ •� I --�� �'(�I"i ' ? � m � a ' � oa a -� whhout permission from the builder. fl 2022 ;, = MlcaownvE � V � j GFI; r i ?GFI u x & O GFI ttSERVICE � € G L ' Stad'ghl Homes N PANEL — —' ®i`" IN 99,, 1 379 g��-• _ � t1 / fl,, i Imm-"LT"'.....,.RECIFREQ s �(TO LIGHi/sggi YV LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS ' ABOVE �3 jjj TO LIGHT/ I- li & / 444444 - SWITCH 3 € 30A. ELEC. - - " y � I € \ WATER HEATER j 1 SERVICE PANEL 9 WK KEYLESS ^. p BELOW .. i SIZE AND LOCATION LAST SAVED BY: IGHi IN - _ _ T GARAGE\/ I I PER BUILDERS TTIC / SPECIFICATIONS " - d AND LOCAL CODES / WALL OABINE '— pyy'xxx�"- %s r- . ELECTRIC METER 1 \\\ I / m g , TELEPHONE/ . ..-'}? TELEVISION KEYLE\\SS BE �€%�-/ _ � � ��� � SERVICE BOX ;�T�T CLG m t...) E D 2 I / FI DOOR � IT ............... I Ai i / •� -- WP/GFI BP 11 ANITY i BASE CABINET CASINET- / \ m I' 04 , Z ./A VaA {T ['3 [ c RCH m ' M N W He NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER(NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES ' J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'N' FIRST FLOOR PLAN 'N' n 1 J 1/4' = 1'-0' AT 27%3a' LAVOUi = 1'-O' AT 1 i' X 17'LAYOUT 1/4' = 1'-D' AT 27X34 LAYOUT = V-e' AT 11' X 17'LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0 ouPLEXDUTLEr © cHIMEs - ¢ PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL E. MOUNTED WcnNOEscENT G (P FAN WEATERCROOF CFI Du°IE%OU1�T LIGHTFaTURE PusHeVTTON swrrcH ryRovoE ADEGwresImPORT1 CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNNG CODES. 0— - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. `} W., BRauNo-FAULTCIK—INTERwwTER ++w sAaXE DETECTgi WALL MO—DINCANDESCENT ® HAROWPE. ANDINIER CEILING FAN WITH NCANDESCENT - FAN/UGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED *SUITABLE FOR WET OR DAMP LOCATIONS.' OI.wLeX °UTLET L�cHTFaTORE CONNECTED W1eATTERr BACKIR L—TF- - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE �} HAlrswrrcHED DOPLezouTLer RECESSED INCANCESCENT LIGHT FaTLwE (PRovwEADEC—TEST) CETEC_ EC CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. ORCEVANOgP n,RC RMG MOUNTED LEO FaIUHE HMOETEDA. BllE0. zm� P20 VOLTOURET CONNECTED W/flATIERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY encNUP NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q EXHAUST FAN (VENT TO EXTERXM) TIEHMOSTAT ­0 GASSUPPLYWONVALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REINFORCEDLNCTXXIBOIf OT CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® TE�PfKK� �rTe HOSE BIBS N,,Ny swlTCH E—LST1 IGHTCOFBWATION - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUrOFFS. TO—) (VENT) © TELEV6XIN #a - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. —AISNITCH q �_ tN•WATER STue an - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, dd J ELECTRICAETER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. i a FouwwAv swDCN ® FLLORESCENTLIDHTFa1 o EC"' —SHEET - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WALL swNCE NO: , LDW VOLTAGE ouTLET TECH Hue srsTEM j D.00NNISCTSWrt } WRITTEN TRUCTXNS INS - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL 6.11 t� CM J � O COO ISSUE DATE: 05.23.2022 FOR REVIEW REVISIONS: LOT 24 12 12 5� �6 These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part si in whole without permission from the builder. 0 2022 Staftht Homes 2ND FLOOR PL HT. _ - ND FLwDW. FIT. _ _ _ _ _ _ _ _ — — _ _ _ LAST REVISION BED 2 OWNER'S BED ZP LAST S bl6¢�Ilil ND FLOOR FIN. FUR. 1ST FLOOR PL %1♦__1 FLVvDW. HT - - - _ - - - - $' i � u! 9 9 a ENTRY « U m FAMILY RM N iy .0 _ 4 4 m O ro 4y y m � 3 � • MAINTAIN MIN. 17R@0'-713/32- `� 6'-8'HEIGHTAT FRONT . OF WATER CLOSET 00 B S`I ` �] 1ST FLOOR FIN. FUR .. .........: X N �0I Its `�ti W SECTION V J N 0BUILDING 1/! = V T AT 22 X:" LAYOUr lie' = 1'-0' AT 11' X 17' LAYOUT a N �0 SHEET NO: FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8•SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED EB CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/5/4.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/04 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16. O.C. (VINYL BOARD AND BATTEN SIDING) FEt6 iX FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24• ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72• ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 24 � 2ND FLOORF V/� 2ND FL. WDN Q_ AND FLOOR F Q1ST FLOORP ST FL WDW 1ST FLOOR F FRONT ELEVATION N' 1/4' = i'-0• AT 27X34• LAYOUT 1/8• = 1'-0• AT 11• X 17• LAYOUT ql,2W FLOC 2ND FL. WDV 2ND FLOC 1ST FLO. 1ST EL VVM8 1ST y0QR I REAR ELEVATION N' 2 va• = r-o• AT zrx34• urouT 1/B• = r-o• Ar 1 r x n• uvour t� J � O (� I Q tl— ISSUE DATE: 05.23.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2022 Staftht Homes LAST REVISION LAST SAVAq W I I J / W04 sell 11 �4 au) Q W 40 w SHEET NO: FL 5.10 t•- x CD J f 0 4 U Z LOT 24 Z PATIO WP/GFI @ m accorvo. o A/c ISSUE DATE: He - \h a 05.23.2022 FOR REVIEW _. _....� _ WP/GFI r� -.� WIC REVISIONS: i FAMILY FIM H C-)WNERI ' �._.,.,..�. BECK TVI 4.V 5 > > AN As A / REQUIRED PERSTATE AND A- tj LOCAL BUILDING LODE �, \ \ s v - 1 \ These drawings are the property of Stt 3 DISHWASHER DISPOSAL FI�.... t I E \, 1� � Homes nd a e not be utilized for construction, or copied in or in whole ° w i < s ° mw ° < r€ IKITCHEN . L _ "Ltr part without permission from thebuilder. 0 2022 q LL w G b w _ e `° t< `o y. y . ^-GFI I Xl FIs HVAC MICROWAVE j[ E SERVICE >; .� - Starl' ht Homes 5 ° STANDARD ELECTRICAL BOX HEIGHTS ' PANEL � L--- o' r LL — yy REC PUMP _ F] ; TO LIGHT/ ' IF RED SWITCH i ' O ABOVE_ LAST REVISION k To uGrrn 71 SWITCH - }},��(IC / ,, p BELOW " GHLT IN _ \ 30A. ELEC HEATER /Jf I - J:—I - - SERVICE PANEL WATER j SIZE AND LOCATION qq r }�} // {{ - 1 - - jPER BUILDERS LAST SAVED BY: wAu cAawE•,.—; \ GlSi�l'ti 17, / .. .3 FICATIONS I 7! AND LSPECOCAL CODES / ELECTRIC METER \`�a`./ \, 3 TELEPHONE/ T-� - IS BLS.")..0 •\ E €i TELEVISION KEYLESS ,1., / / e { SERVICE BOX Fi �\. [ {Y�#�t� Y - BD ;-t / I GFI DOOR / OPENER L CABINETm BASECABWET m = WP/GFI 1 I 0 CH A, Q � th (n a LL rOSWITCH AND SWITCH AND RECEPTACLE BOXES RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN V FIRST FLOOR PLAN V J 1/4" = 1'-e" AT 22"X34" LAYOUT = 1'-(r AT 11' X /7' LAYOUT i/4" = 1'-D" AT 22")C34" LAYOUT = 1'-D" AT 11" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT REQUIRED ELECTRICAL # OUPLEXOUTLET © c NEs C ING D WCANDEsc[xT CEILING FAN ^\ -INTERRUPTERS (AFCI) AS BY NATIONAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. wvnaR WEATHERPROOF GFI WPLEX OUTLET HTFIXURE T4PUSHBUTTON SWRCH LGHTF `/JJV (PROVIDE ADEOUATESUPPORT) - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." GFI GROUNo-FAULTCIRCUIT.wT UPTER DUPLEX OUIIET ++av sMOKE DETECTOR MOUNTED INCANDESCENT ® HARDWNTEDANDINTER� I¢ W— CONNECTED W/BATTERY uGHTfIXTIIRE _.UP CEILNG FWMR I INCANDESCENT � LIGHT FIXTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. �}, M' HALPSWITCHEDDUPLEXOUTLET �v. 1X0 VOLT OUTLET y RECESSED INCANDESCENTLIGWFMTURE CM DETECTOR i�^l- ORCEILINGMOUNTED LED FnRURE HMDWWEO AND INTER (VP)._RPPOOF ® CONNECTED W/BATTE� \ (PROVIDE ADEQUATE SUPPORT) V - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED By BACKUP __0 Grs suPPLr wrIH vALVE NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O REINFORCEDJUNCTION BO% O EXHAUST TAN (VENT TO EXTERM) O THER—TAT - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, 1 I� TELEPHONE --}re HOSEBIBB - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP.UTOFFS. 1 WALL SWRCH E%INUST fANLIGHTCOI.BRNTIDN (VENT TGEXTERKw) ® TELEv5KIN SHEET NO: - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #a TwaEEwAv swrtcH 1WWATERSIUBOUi - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, y ® FLUOREs TLCI11F LIRE a EIECTRICMETER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. T < FW0.WAY SWffLH o ELECTRK: PANEL - PROVIDE WER.. TTE.EPOWER,LIGHTANDSWITCHASREOUIgEDFORATTICFURNACEPERCODEANDMANUFACTURER'S WRITTEN INSTR , LOW VOLTAGEounET TECHHU.S'S'EM i DMOONNECTSWITCH WALLSLIX �■ 6.1� L - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. x C7 J � O Q ISSUE DATE: 05.23.2022 FOR REVIEW REVISIONS: LOT 25 12 12 s� These drawings are the �s property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the builder. 0 2022 Starlight Homes L HT _ — — 2C1QF14.OR3 V - - - - - - - - - - - - - 2ND FL. VIEW-L V LAST REVISION OWNER'S BED 2 BED LAST SAVED BY: -j 2ND FLOOR FIN. ELE ,1 till; - - - - 1ST FLOOR PLC\V' V.00a U 4✓ {r FAMILY RM '` w ENTRY - - v m U m 3 MAINTAINMIN. 171100-713/!2" - 6'-8"HEIGHT AT FRONT CV cui OF WATER CLOSET' - _.... 1ST�F OOR FIN. ELR.--& 0000 BUILDING SECTION'S 1 = I'll AT;Y;' LAYOUT V.- = 1'-0' AT 11" X 11 LAYOUT J N a O I LU N SHEET NO: FL 4.7 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8• SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR 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/5/4.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E75 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING) E161 FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FAX LSE 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 25 FRONT ELEVATION'S 114• = r-o• AT 22"x3a7uvour 118• = r-o• AT , r x 17• LavouT REAR ELEVATION'S 1/4• = 1'-0' AT 22'X34' LAYOUT 11W = 1'-0• AT 11" X 17" LAYOUT CD J F O C: Z Q ISSUE DATE: LOOR PL. HT. 05.23.2022 FOR FL. 1AiDW. HT. REVIEW REVISIONS: )OR FIN. FLRt. n LOOR PL HT___ & FL v'm RT. These drawings are the property of Starlight Homes and are not to be utilized for construction, or )OR FW. FLii. Il �I Copied in part or in whole without permission from the builder. 0 2022 Starlight Homes LAST REVISION LAST SAVED BY: �91111 1/ �1/ All !f o J Y lgo0 1/ FOOWDW. HT.LLI —9 J (n a w J OR FINFlB`Ij0 .00R PL HT. n 7_WOW HJ _& 9NFIN. FLR_5� SHEET NO: FL 5.7 Cz - w J f O LOT 2 1z Q z O ISSUE DATE: q 3 m WP/GFI0 - €"'t't PATIO o A/CCOND €C \ HB a ❑TY 05.23.2022 FOR WP/GFI ---�- _ � REVIEW a w € % WIC. 9 REVISIONS: I• -AMA! S RM OWNER'S 3 i 1 BELL f €� d/ �10-N \ Egg'], >4; _ J FAN AS \ _) -I REQUIRED PER'N STATE AND -� I C:r, t�i sEi Sc w i LOCAL BUILDING CODE " ` / - These drawings are the rlight LL _ /fir -Y�DISHWASHER rl FI property Ho a n to be and < < LL p o GFI 6 `� / S / I E #' N I KITE',HEN j DISPOSAL utilized for construction, or copied in part or in whole O m r ww m m <� 0 ® .-/ ` — t without permission from w m� a a _ 9 N LL a w aw g" g 8 S 22' € j ®' [ %' l — MICROWAVE 1he builder. 0 2022 Starlight Homes i <o i � � � LL <o G HVAC � • I GF': I® `�4-i � ..-. > � SERVICE sr— PANEL 55 LAST REVISION p rvm ELECTRICAL BOX HEIGHTS - \ - a?2 X LIGHT/ w. ri`3 € SWITCH ; _ --=.... , - - ---' ,-, BELOW . KEYLESS vv 1� SERVICE PANEL SIZE AND LOCATION TO LIGHT/ 3 +— REC PUMP yy SWITCHO 2Y,STANDARD ABOVE�ITO '- \ fr`' ELEC. + I--.; WATER HEATER / ° \ / s < LAST SAVED BY: i _ LIGHT IN t `ld,� ATTIC PER BUILDERS SPECIFICATIONS AND LOCAL CODES I I \ f' n ( / �'I 711�1- jj wAu ueWE z - — ELECTRIC METER o i \ �......-'/ -v/ TELEPHONE/ "'-1 .... I �'; \• \• �. TELEVISION 0 3ED3 SERVICE BOX �{ / PITHY �_ KEYLESS - m m 0 w ® ® \ BQI2 CEILING .---!: /GFI DOOR\ I - OPENER I �o u sm HIGH vwm E aASE CAeWEr HIGH WP/GFI a CV U) T LL PORCH JL/ X CV) It HB�------------- J cn JCL NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) J AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN U FIRST FLOOR PLAN IS � O � OVER BATH CABISWITCH NETS OVER KITCHEN CABINETS 2 n 1/4' = 1'-0" AT 22"X04' LAYOUT = V-0" AT 11" X 17- LAYOUT 1 /4" = 1'-0" AT 27X34" LAYOUT = 1'-0" AT 11" X 17' IAVOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT AS REQUIRED BY NATIONAL ELECTRICAL wnez WnET © CHIWS ¢' C.— MOUNTED NCWOESCENT CEIwG FAN -INTERRUPTERS (AFG) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ¢}wP,� WEATIERPigOF CFI WPLEx auTIET LXi1TFIXlURE PUSHBUTIONSWRCH (PROVDE ADEOUATESIAPpiT) - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. {}sR GP.OUNDFAULT CiRWIT-INTERRUPTER DLwLEzwTIEr SMgfEDETE- lid WALL MOUNTED MC SCENT ® HAR ED ANO INTEIL fy cONNECTE0.11M CEILING FAN WRH MC/,NDESCENT - FANIUGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED -SUITABLE FOR WET OR DAMP LOCATIONS.' LlcHrgmuRE TERv I-- LIGHTFIXNRE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. �1, }( HALFSWITCHED WPIEX OMET y RECESSEDINCANDESCENL LIGHT FIXNRE cbt DETEc {9^l ORCEILWG MOUNTEDIEDFORUgE HAgpYIgEDAND ANTE. ® (PI—IDEADEGUATESUPPORT) mr P20 YOLT OURET (VPI•VAPOR PROOF LONNECTEDWIeATTe, - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND OW DETECTORS AS REQUIRED BY aAcluw NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q EXHAUSTFANryENTTOEZTERAM) T � 0 GASSUPPLY WITH VALYE AElWO EDJONCrIONeoX O TERMOSTA - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # --- EzluusTFANL—TCOABruTYXI ® TELEPHONE �ro NOSE ales - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (VENT TO ExrEgATRI © TELEYSSW SHEET N0: �cW 1M•WATERSNa WT - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # a ELECTRICMETER THREEWAY SWITCH LWgl - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, A ® FESCENTLIGHTFIXTURE e DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR AT FURNACE PER CODE AND MANUFACTURER'S f a FW&WAY SWITCH 0 EIECIRIC PA wALLscDNce WROVID , Low VOLTAGE auTIET TECH Hue srsTEM j DscoNNEcrswnLH ^ FL 6.7 AND INS - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. r--- cs J � O Q ISSUE DATE: 05.23.2022 FOR REVIEW REVISIONS: LOT 26 12 ,2 s� �5 These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the builder. 0 2022 No FLOOR PL HT. � Starlight Homes _ _ _ _ _ _ _ _ _ _ _ _ 2N�WDW_ff�1 LAST REVISION OWNER'S BED BED 2 LAST rAjAY4j 0/ 2ND FLOOR FIN. Fes\ VL , ST FLOOR PL HT. _ — — — — — — — — — 1$T FL. WUW F � �1 4 < ENTRY mJ � aLL m - mc.o g C ;< FAMILY RM 3 MAINTAINMIN. 17R @0'-713132' 6-6' HEIGHT AT FRONT _ OF WATER CLOSET 1ST FLOOR FIN. FL,R__ n V , a i ® O Z sk W i rn BUILDING SECTION 'O' 1714 _ ,'-0' AT 22'X34' LAYOUT 1 V = 1'-0' AT 11' X ,7' LAYOUT X W CMi�il a� O o W N 1! SHEET NO: FL 4.12 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 S' 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 ROGF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4X4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4X4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16-O.C. (VINYL BOARD AND BATTEN SIDING) E18 1 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24- ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE TTH EDITION (2020) RESIDENTIAL RIGHT ELEVATION 'O' 4 1/4' = 1'-0' AT 22'X34' LAYOUT W = 1'-0' AT 11' X 17' LAYOUT LOT 26 x Cz J f 0 � x Q ISSUE DATE: LOOR PL 05.23.2022 FOR FL WOW. HT. & REVIEW REVISIONS: �I )OR FIB FIE—& LOOR PL. w IN� 1.9 These drawings are the p of Starlight Homes and are not to be utilized for construction, or ]ST FLOOR FL. FLR._ /\ �1 copied in part or in whole without permission from FRONT ELEVATION 'O' the budder. 0 2022 Starlight Homes 1/4' = 1'-0' AT 22'X34' LAYOUT 1.' = 1'-0' AT 11' X 17' LAYOUT LAST REVISION LASTS V%WV I 1 / / fI`'� V8 w e: LC rr • 12 6� ®� `vO • ., ice` V •®��� N FASCIA 1 214FAR PL. HT. & I ,e�A'`®� _2ND FL IOW. HT. & - -❑❑ W \ *4 a H O > J m4 * 40 W 2-NP FLOOR FIN. F __ Il 1ST FLOOR j� F� VV, L� _ ........ _. ST FL WDW. Fir. /1 —1 rT 11 1 �1 I i —� 1ST FLOOR F N. F _ _ 1ST FFIN. FLR. Il SHEET NO: REAR ELEVATION 'O' 1/4' = 1'-0' AT 22'X34' LAYOUT W = V-0' AT 11' X 17' LAYOUT FL 5.1 x CD i N J i O ♦� I Q U iI- LOT 26 Z o AC.o o. PATIO ISSUE DATE: HB WP/GFI 05.23.2022 FOR REVIEW REVISIONS: g g gE wig g , I � FrvAIvlii. Y I �M OWNER'S SEC? \ = FAN AS ,,. REQUIRED PER These drawings are the property of Starlight STATE AND - _ m Q m LOCAL BUILDING , - fi 7",. .Y # // a CODE ' 0 G c < ` G x " - ""-'.�""'"- '"" ""'-"-':,..,..'"»�""/._ _w-- / m GFIDISHWASHER (j` 1 E I GFI Y KITCHEN 'I — DISPOSAL Homes and are not to be utilized for COrIS1mCtK)n, Or copied in or in whole ° w. part > „ a m 4 ° E w ®' zzov _ s � j}[})rt /--'� withoutfrom permission ihebulder. 0 2022 . w = 8 $ w ° w / \ ® '' \}d/ vp j c — MICROWAVE / Homes LAST REVISION —1 �E-r..ii.._,..::_:, SERVICEStad'ght �W HVAC1 [ GF PANEL � - Li ,\ i TO LIGHT/ SWITCH f REC. PUMP, I© 1 i I C i .j�y.-,I U' IF REO. STANDARD ELECTRICAL BOX HEIGHTS + f t ', s 37 ABOVE / I . S LIGHT/ -- f 30A. ELEQ. 3 I SWITCH µ_ SERVICE PANEL = \ WATER HEATER i 4 BELOW /' SIZE AND LOCATION = q # � '` ' LAST SAVED BY: LIGHT IN ATTIC / j PER BUILDERS SPECIFICATIONS AND LOCAL CODES / 1 I qq A,��-++ tt .. I \ �7 tS l�ti\..? / I I • _ \ / _.. ELECTRIC METER I - TELEPHONE/ TELEVISION \ E SERVICE BOX f KEYLESS s ` /.EIUNG I � < BED 2 GFI DOOR N,-1,. CLCA YYY O 3P HIGH VANIT' a BASECABMET CABINET a, t � - n WP/GFI 1/T,JI CM \/ M V' m - -- -- HB F NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR NC CONDENSER (NOT SHOWN) O J SWITCH AND RECEPTACLE BOXES SWITCHBOXES SECOND FLOOR PLAN 101 FIRST FLOOR PLAN 101 � OVER BATH CABINETS OVER KITCHEN CABINETS 2 J � 1/4' = 1'-0' AT 22'X34' LAYOUT = V-0' AT 11' X 17' LAYOUT 1/4' = 1'-G' AT 221134- LAYOUT = I'-G' AT 11' X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCALCODES. - PROVIDE ARC FAULT CIRCUIT AS REQUIRED BY NATIONAL ELECTRICAL DuvLEx ouTLET © {�} CE4NG NOUNTED wCANDEBCEM uNMEs CELNO FAN AND INSTALL -INTERRUPTERS (AFC) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 4I w°"" wEATIFRRraoF CFI wRLEx oulLEr T LIGHTFxTuaE °LaHeuTr°N svrtcH IvRovmE AOEouATE suvwRT1 - ALLEXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FANLIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.- CRDI,woFAULTcIRcuISHTEWWPTER r� oLmEx auTLET �} T uDHT FrcTURE�EM iiBv sMulo=DETECTOR HAgONPEO AND BfIER cCNNECTED wiBAnERr BACKLP cEILNaC FAH wrtH wcwNDEscENr L—TFIXTURE C% - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE {P HALFsxrt D WF ou1LET y RECESSED NSANDES WLGWFIXTURE t%�pE�EG1Gq IPNOVIDE ADEDUATE sIRPORT) V CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. caaecTEDwiBATTERr - PROVIDE AND INSTALL LOCALLY CERTIFIEDSMOKEDETECTORS AND RE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. mi raoVaTD T O ExIUUST FAN EXiERlOR) �® CAs wLYwrm VALVE (NFPA)AND � gEIHFORCED JUNCTpN aoz (VEMTO � THERNtlSTAT - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REWIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # wAu swrtcH ,y, {t EX —FA NLIGHTCCMBNMTpN ® iF, cpHpNE NOSEe� - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. Y IVERY TOE nAM) - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # a THREE wAr swlTw 8 ELECTRIC MEIER qa. 1N-WATER STUB OUi - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ° FOUR-wAr sv"C" ® FLuogEscENTLCHTFaruRE SHEET NO: DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S r 0 ELFCTRG VANEL }I , LOW voLTACi ouTLET TECH HUB SYSTEM DISCONNECT SWITCH �{ WALL SCONCE - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE PROVID AND FL 6.12 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 12' 10•-0' § PATIO SLAB - o a 0 20'3 12" PLAN 1386 LOT 23 ELEV NR 9'612" 101-0• 512' 12- 9'-1101-0' 312" I I wPATIO SLAB a° I N PATIO SLAB a o I 20'.11• 19'A 12" PLAN 1386 LOT 25 PLAN 1386 ELEV J � LOT 26 I I I 11'-5' 1' 1' 7'6" 11'4 12" 6' I i I 4 s li e 12 O1 10•-712• I 3s 12- 10'-7' I I I_ GARAGE " s N GARAGE SLAB � M � I mmµ� ............: =u GARAGE • W GARAGE i SLAB ry g W SLAB g SLAB y I { w I q I W w 4 0 N I I w I I a 4 p 4 I 4 O 4 N N I I 4 I I I I 8'-4• 1'-7-W ["1 6'1• 1'-2' 8'-4' 1 '-7 1/21 11' 6•-0' A.. 1012' 6'-0' 11' 1'-712• 8-a' 1•-a" 6•-0' 11' 1--712" 8'd• 1'-7 12' 19-0 10 1012' 1 18'-11" I 12' W-1' I 10 12' 19'-0 12' 512' 712' 79'6' 512' 12' r, SLAB PERIMETER PLAN 4-PLEX = 1'-0' AT 22"X ; LAYOUT 118• = 1'-P AT 11 • X 17' LAYOUT 9.6 12' 1 —5 12" 101-0' 9'-1' 5 12'- IH c3 J I O S Q lF— ISSUE DATE. 05.23.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2022 Starlight Homes LAST REVISION SAVED BY: cCY Wcb , x A a LLI N M J N LU W a� 40 J uFE I a an J SHEET NO: A0.1 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. /C - SEWER CONNECTION FIRST FLOOR PLAN 4-PLEX �I 1/,r = 1'-0' AT 22'X34" LAYOUT 1/S" = V-0" AT 11" X 17' LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK TRANSFORMER x GM J ? O Q ISSUE DATE: 05.23.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2022 Starlight Homes LAST REVISION LAST •••e''� C ILJ ap 4 4L CD w•••fV D'CD s N A z • e . U�O CGS TS I e N, XWI N 1% LJJ ao a 0 � J LL N LL SHEET NO: A1.1 FIRE PARTITION/ NOTES: FIRE BARRIER LEGEND - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. 2- HOUR DWELUNG - REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. - THESE COMPOSITE PUN ARE FOR REFERENCE ONLY. OW - WATER CONNECTION REFER TO CVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. -SEWER CONNECTION SECOND FLOOR PLAN 4-PLEX 114' = V-0" AT 22"X34" LAYOUT le = 1'-0- AT I I" X 17"LAYOUT C3 _ N J � O I Q ISSUE DATE: 05.23.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the budder. 0 2022 Starlight Homes LAST REVISION 140 x 6NI W N oc JN aH o o O LL z 0 0 W SHEET NO: A2.1 PLAN 1386 PLAN 1386 t PLAN 1386 PLAN 1386 LOT 23 LOT 24 LOT 25 LOT 26 ELEV NR ELEV MR I ELEV J I ELEV O FRONT ONX3T ELEVATION 4-PLEX 1/4' = 1'-AT 274' LAYOUT 1/9' = 1'-0' AT 11" X 17' LAYOUT If— fM J i O i Q fH GO ISSUE DATE: 05.23.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder, 0 2022 Starlight Homes LAST REVISION SHEET NO: A5.1 i �Irit �r� r O _ xEP .• ��. 1 L�11 l� ♦% PLAN 1386 i PLAN 1386 i PLAN 1386 LOT 26 � LOT 25 � LOT 24 ELEV O � ELEV J I ELEV MR REAR ELEVATION 4-PLEX ' AT 22"X34' LAYOUT 1i8" = 1'-0" AT 11' X 17' LAYOUT fl— C J � O fZ i Oct ISSUE DATE: 05.23.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2022 Starlight Homes LAST REVISION l O a 0 J Uj w SHEET NO A5.1.1 PLAN 1386 LEFT ELEVATION 4-PLEX LOT 23 1 1/4• -I '-o' AT 2rX34' LAYOUT 1/8' = 1'-0• AT 11' X 17• LAYOUT ELEV NR PLAN 1386 PER BUILDER AND POWER LAYOUT LOT 26 r, RIGHT ELEVATION 4-PLEX 1/4' = 1'-0" AT 2ZZ3 LAYOUT 1/8' = 1'-0' AT 11' X 17' LAYOUT ELEV 0 ISSUE DATE: 05.23.2022 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. 9 2022 Starlight Homes LAST REVISION x�G 1 111W W CV z J N O a �0 W SHEET NO: A5.1.2 �r o :Z= s FIRE BLOCKING AT EAVES NO SOFFIT VENTS ALLOWED 4-0' IN HATCHED AREA OF EAVES. SOFFIT TO BE NON-COMBUSTIBLE SOFFIT. t� 17 4'-0' TYP. FIRE RETARDENT PLYWOOD MIN 4'-0' EACH SIDE OF TENANT SEPARATION NO ATTIC VENTING OR OPENINGS ALLOWED, PER 2020 FLORIDA BUILDING CODE -RESIDENTIAL SECTION R302.2.2 4¢. PLAN 1386 I PLAN 1386 I PLAN 1386 PLAN 1386 LOT 23 LOT 24 LOT 25 LOT 26 ELEV NR ELEV MR ELEV J ELEV O ROOF PLAN 4-PLEX 1 1/4' = 1'-0' AT 27X34' LAYOUT 1/d' = 1'-0' AT 11' X 17' LAYOUT l� C7 J i O i Q I✓i ISSUE DATE: 05.23.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2022 Starlight Homes LAST REVISION ��►14ilI7l�1 ff. t SAV BY: a�sNs ��I W N z dLL a O J IM SHEET NO: A5.1.3 EXTERIOR CORNER 5/4' TRIM (S EE SEE ELEV) � �.1WM RILL LAP LOINR W.(") FACING INTERIOR FRONT CORNER CORNER BOARD DETAIL 12 6ALVANIZED DRIP EDGE Ix2 P.T. 2x4 SUB 3/4" HARDIE FASCIA FASCIA PER O.H. ELEV. REQ. (5EE ELEV) F CHANNEL VINYL SOFFIT J CHANNEL EXTERIOR FINISH FLAT SOFFIT DETAIL r HIP ROOF 2x4 `SIR 12 PRE-MANUF. FASCIA TRUSS GALVANIZED DRIP EDGE rr 5/4 5YK W. OR Ix2 P.T. HARDIE 80. TRIM (5EE ELEV. FOR 3/4" HARDIE EXPO�a-1RE DIMENSION) FASCIA PER O.H. ELEV. RED. (SEE ELEV) F CHANNEL J CHA`ItEL EXTERIOR VINYL SOFFIT FINISH HIP SOFFIT HARDIE nFA5GIA DETAIL 17 51N6LE FRIEZE b3D. 6ALVANIZED 2x4 SUB DRIP ED6E FASCIA Ix2 P.T. PRE -MAR F. 3/4" HARDIE TRU55 FASCIA PER EXTERIOR ELEV. REGC,. O.H. FINISH SEE ELEV) J CHANNEL (TYP) VINYL SOFFIT GABLE SOFFIT HARDIE D FASCIA DETAIL 6ALVANIZED 2x4 51.6 DRIP EDGE FASCIA Ix2 P.T. PRE -MAR F. 314' HARDIE TRUSS FASCIA PER 5/4 SYN. BD. OR ELEV. RED. HARDIE BD. TRIM J CHANNEL O.H. (SEE ELEV. FOR (TYP) (SEE ELEVJ EXPOSURE DIMENSION) VINYL SOFFIT EXTERIOR FINISH GABLE SOFFIT HARDIE FASCIA DETAIL E SINGLE FRIEZE BD. SILL PAN FLASHING MEN VE OR JAMB SILL PRODLCT SALANT SEALANT FLANGE SILL AT SILL BACKER BD. IX2 P.T. DAM BEHIND TRIM 2x4 SILL TRIM HEATHER RESISTANT 1/2, 6YP. ED. BARRIER a2 HEATHER RESISTANT BARRIER xl 5HEATHIN6 BOARD AND BATTEN SIDING WALL SILL DETAIL 12 6ALVANIZED TRUSS DRIP ED6E Ix2 P.T. J CkWNAEL 3/4" HARDIE FASCIA PER O.H 2x4 SUB ELEV. REQ. (SEE ELEV) FASCIA VINYL SOFFIT J CHANNEL EXTERIOR FIN15H RAKED SOFFIT DETAIL � HIP ROOF 12 PRE MANIF. 2x4 5.6 TRIPS FASCIA GALVANIZED DRIP EDGE J CHANNEL Ix2 P.T. 5/4 SYN. BD. OR HARDIE W. TRIM 3/4" HARDIE O.H. (SEE ELEV. FOR FASCIA PER (SEE ELEV) EXPOSLRE DIMENSION) ELEV, RED. VINYL SOFFIT EXTERIOR J CHANNEL FINISH HIP SOFFIT HARDIE FA5GIA DETAIL K SINGLE FRIEZE BD. RAKED SOFFIT ,DIMENSION LOCATION ON FLOOR PLAN TO DRYWALL DIMEN51ON LOCATION ON SLAB PLAN TO SLAB EDGE LIVING GARAGE INTERIOR WALL DRYWALL BASEBOARD 1/2" TO FRAME WALL GARAGE WALL DETAIL Cm J 2 y .C[ ISSUE DATE: 08.09.19 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. ® 2016 Starfght Homes LAST REVISION LA Ta�l:lift, 0 ®♦rr J�rfi►s �>lail� e� %N W LL J a a W W W 0 f-- x Cm _j2 TEMPORARY TAPE TEMPORARY TAPE TEMPORARY TAPE TEMPORARY TAPE S 'FLAP' TO HOLD FLAP „FLAP„ TO HOLD FLAP „FLAP' TO HOLD FLAP 'FLAP" TO HOLD FLAP 4.1 4111 401. �-- `-HOUSE WRAP7 KRAP7 HRAP� WRAP? ! / / ISSUE DATE: v SH7EATHIN6 sFeA,NINS / 08.09.19 FOR REVIEW + SHEATWNO SHEATHING 9 REVISIONS: SEALANT BB4M WINDOW FLANGE JAM R A946 ROUGH ROUGH aEFOFRE OPENING OPENING INSTALLATION INSTALL FLEXIBLE WHIDOW FLANGE WINDOW FLANGE INSTALL FLEXIBLE FLASHING CORN FLASHING CORNERS 4• AT WINDOW SILL AT WINDOW SILL SILL WRAP LL FLASHING 5ILLFLASHING These drawings are 61e property of Starlight o �1111LA.11 Homes and are not to be Utilized to consbuction, or copied in part or In whole wilhoUt permis m from the builder. ® 2016 ININDOW FLA5HIN6 METHOD "A -I' WINDOW FLA5HINS, METHOD 'A -I" WINDOW FLASHING METHOD 'A -I' WINDOW FLASHING METHOD 'A -I" Starlight Homes 3-5TEP PROGF55: A. A WINDOW INSTALLER WILL GUT THE BUILDING PAPER AT A 45" ANGLE TO A 2 ` A APPLY A CONTINUOUS BEAD OF SEALANT ON THE BACK SIDE OF THE A. INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. A. INSTALL SILL FLASHING (EXTENDING 4" BEYOND THE ROUGH OPENING 3 ; 4 WINDOW FLANGE. POINT 4" UNGP AND 9' OUT FROM THE UPPER CORNERS OF THE ROUGH OPENING. _.. ON EACH SIDE) B. EXTEND THE JAMB FLASHI4' ABOVE THE ROUGH OPENING AND 8" LAST REVISION B. THIS WILL MAKE A 'FLAP" THAT WILL BE USED TO COVER THE HEAD FLASHING B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS BELOW THE ROUGH OPENING. IN STEP b. B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT SPEGIFIGATIONS. OR EQUAL) C. INSTALL THE WINDOW AGGORDING TO THE MANUFAGNRER5 G. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL SPECIFICATIONS. (INCLUDING CORNER SHIELDS) LAST SAVE SHEATHING TEMPORARY TAPE �°;� "FLAP" TO HOLD F� WEATHER RE515TANT UIDERLAYMENr KU5T BE INSTAUED WITH PROPER LAPS ZHOU;E L„� `Qy�`Eli let `-HOUSE GONSITRUGTION TAPE AND PROVIDE ADEQIATE PROTECTION FOR OPMN65 "FLAP" HRAP •FLAP„ HRAP `WRAP DEAD FLl5NIN6 fEAD FU5HIN6 IgAD FLASNUJ6DRIP FLASHINGMUST BE INSPSTTALLLEEDYTO— DIVERT WATER JAM fLP5HIN6 JAM FLASHING JAM fLA5FNN5 _ _ _ -1 — — — _ 51/111, 11 I�+1 11 Q W W I� WINDOW FLANGE II fIV�WINDOW AN6E MUST BE Q r SEALED TO —PLYWOOD LE SILL FLASHING 5ILL R A5HIN6 5ILL R_A5HI% J WINDOW FLANGE - ANGE MINIMUM 2" OVERLAP L J REQUIRED Ban55 H15T LAP MINIMIM V AND BE WINDOW FLASHING METHOD 'A-1' WINDOW FLASHING VETHOD 'A -I" WINDOW FLASHING METHOD 'A -I' 5EA M A5 REMIRED BY MANPACnRR A. INSTALL HEAD FLASHING OVER THE WINDOW FLANGE. (j A. ALLOW THE &11L DINS PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. A APPLY WEATHER RESISTANT TAPE OVER THE 45° ANGLE CUT ON THE BOTTOM SEALER STRIP MUST PLAG® OVER Ut+DERLAYNf.M BUILDING PAPER. B. EXTEND THE HEAD FLA5HIN6 8' BEYOND THE ROUGH OPENING ON EACH SIDE. TO &LOW Y015TUPZ TO BE DIVERTED TO TIC OUTSIDE aWkE B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM N I NID®W FLASH I NC AND WRAP DETAILS SWUM,. °"2 BAIeaoR SIPABN LAPSCW,9WE9VNSL'R B34 A`OBW Novi NL GUT HOUSE WRAP FA THAT FLASHING FITS UNDER HOT! HRAP TAPE EOSE STARTER 5TI 'Z' FLASHING OVER TOP OF 5 HARDIE BD TR LEAVE A I/4' 6AP BETYffiI FLASHING AND SIDING FLAW., SHOW DO NOT CALM WWOIEWRI 225 d HEATHER LAP WINS, SNYY SM OR BOND AN SAi Ham Ni CUT HOUSE TRAP 50 THA' FLASHING FITS DOER HOL YRAP TAPE ED6 STARTER 51 'ZFLA5HIN6 OVER T OF 5/4' HARDIE BD TP LEAVE A I/4' GAP BETHEE N PLASHING AND SIDING PLANK SHOW DO NOT CAI; 5W WINE W TP4 EAP 51oW'gvKE 5mP6 D B0AI0 AW BAIT STAWM5TRIP z• RASNN6 EVE IN'6AP Bfll®lSOM6 HOUSE ND T RAW W WT CAU: YRAF C 225E WATIEt DlT ---� 5/4'WWEEV IRM Y IEI7R BOXCR 1"i PNa BOX 2' VARIES 2' r EX0WR 9FAT06 F"— UP 5m, SHNi Wm IR EONm NDeAiiBl HOUSE YRAP Cm EXTERIOR %IE ATHIN6 EXTERIOR SHEAMN6 J 2 5 ED55 CP M0&KW TO T'n W CAULKIM DO NT CAEK m BORON OF 90CKH6 i E1�OF BACKPG TO Q E£ CALKED W NOT CAULK�l B2TTO1 OF BOGCI6 HO5E BIB RINBINT+COXIR/G1gt TO ORCLVR NOLECUT FURBNB COWK46TOR TO alcm Fm 425E W m SEAL HT11 mA ISSUE DATE: PPOWOE VtnA% BOCK 5 HOSE 56 IE%TANT CARK 08.09.19 FOR EWXM FOR HOT BS AS 5H" REVIEW VP SDPI6 � 5`W� SmIN6 OR Wam Nm BNTTa REVISIONS: AP 510046,%mE 501Wm 5101NO / TRIM AT H05E BIB WAPm AIO BATiBR 510INO / TRIM AT ELECTRIC, METER BOX STAIUMSTRIP HIM Wm T RAWN LEAVE LW 6W WTHD 50N6 AV T M906 DO TOT CALK 3H' DA UOUED 110.E AT 6/6 RW PIPE CALK MN 456TNR CNAKMS 5/4' IVRDIE EO TRH Vf' SmM6, WE SIDP6 OR BOW XV BATTEN 51DIN6 / TRIM AT 5A5 R15ER EXTERIOR %E0k'rHW LAP 50IN6 , SHAKE SIDING OR BOARD AND BATTEN HOUSE MAP GUT HOUSE W AP 50 THAT Z FLASHING FITS UNDER MOLISE YRAP TAPE ED6E9. 7' FLA5HRK OVER TOP OF 5/4' HARDIE BD TRIM. LEAVE A 1/4' 6AP BEThgN'Z' FLASHING AND 5101NO PLANK AS 5HOH . DO NOT CAULK 225 d HEATHER OUT 5/4' HARDIE BD TRIM LAP SIDIN6 , SHAKE 51DING OR BOARD AND BATTEN FXIBUOR 51EAD66 LAP SIDING, SHAKE SIDING OR BOARD AND BATTEN ma HLW CUT HOUSE WRAP 50 THAT Z PLASHING FITS UNDER HOUSE MRAP TAPE ED6E5. STAR" 5TPP 'Z' FLASHING OVER TOP OF 5/4' HARDIE BD TRIM LEAVE A 1/4' GAP BETY4RN'Z' FLASHING AND 51DINS PLANK AS SHOAH. DO NOT CA" 5/4' HAROE BD TRIM LAP SIDING STARTER STRIP 'Z' FLASHING LEAVE V4' GAP BETHEEN SIDING AND 'Z' FLASH N5 DO NOT CAULK 225d HEATHER GUT AS WAC VENT UP5m 'SIWB5m m WMm Aq B1TB! I SIDING / TRIM AT HVAC OPENINGS STARTER SW Hm z' KASH% LEAVE W 6 W EETVM SVW 40T RA54N6 WNOT CA" 5/ WARE W TIW These drawings are the EXTERIOR SHEATi W POP" of Starlight Hones and are not to be ubbzed for COrlsir xfm, or copied in part or to whale _ www Pew firm the builder. ® 2016 Starlight Homes LAST REVISION 54' NARDE W TRH LAST SAVE I d f �ffM, SOM OW OR B AIV NDBATO 5101NO / TRIM AT ELECTRICAL OUTLET :c 01 Q 1101 1i r W W 0 SHEET NO: D-3 x CM 600 AMP SERVICE (4)-150 AMP MAIN TENANT BREAKERS ENTRANCE RATED (1)-100 AMP MAIN HOUSE PANEL O I Q #1 #2 #3 #4 01 01 HOUSE I✓) ISSUE DATE:2 FOR 120 240V 0101 32 CIR 32 CIR 32 CIR 32 CIR 10 MLO MLO MLO MLO PANEL PANEL PANEL PANEL 12 CIR MLO HOUSE REVIEW O PANEL REVISIONS: (2) 3• PVC 2• PVC 2• PVC BY OTHERS (1) #4 CU (1) #4 CU WIRE BY OTHERS (3) 2/0 ALUM (3) #1 ALUM ``e�P —J-1 1— I These drawings are the I property of Starlight Homes and are not to be 2 GALVRODS utilized for construction, or #2 Cu � copied in part or in whole without permission from the builder. 0 2022 NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS Starlight Homes PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. I �(P LAST REVISION 4-UNIT ELECTRICAL PANEL DIAGRAM I-FIL I DETAIL 2 1- = 1--0• AT 22-X34• LAYOUT = 1'-0' AT 11• X 17• LAYOUT I I LAST SAVED BY: I I _Tll_ UP I 3, I � 11rz• I O�Qs ss I I I I I I I I I I � I 2• I 111rz• I � � I I J � N a 0 r W W 0 �EP 5 S0P 00 Pt PPS PS NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE PLUMBING INSTALLER AND MUST BE VERIFIED IN - FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2020 - FLORIDA PLUMBING CODE, 7TH EDITION. r, PLUMBING RISER DIAGRAM SHEET NO: 3 =1•-0• AT 22•X34• LAYOUT = V-0• AT 11 • X n• LAYOUT D-C BUILDING CODE FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION(2020) WIND DESIGN CRITERIA I INDEX OF DRAWINGS MINIMUM ROOF LGADING: TOP CHORD LIVE LOAD: LESS THAN 4112 PITCH 20 PSF 4H2 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 I) 1. BUILDER SHALL VERIFY WITH ROOF COVERING MANUFACTURER'S WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRSISWING DOOR 30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1607.1 BOTTOM CHORD DEAD LOAD 10 PSF MINIMUM FLOOR LOADING: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS_60 PSF BALCONIES (LESS THAN 100 SF)_60 PSF BALCONIES 100 PSF TOP CHORD DEAD LOAD: CARPET, VINYL, OR WOOD IO 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 23r324NCH GSB SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE 71LE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 244NCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD__0 PSF BOTTOM CHORD DEAD LOAD­-5 PSF GUARDS AND HANDRAILS: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 200 LBS IN -FILL COMPONENTS 50 PLF DEFLECTION CRITERU: ROOF RAFTERS/TRUSSES LIVE LOAD_L / 240 TOTALLOAD L/240 FLOOR JOISTS/TRUSSES LIVE LOAD L 1360 (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 / 3W WIND LOADS WITH OTHER BRITTLE FINISHES L / 240 WIND LOADS WITH FLEXIBLE FINISHES L / 180 DIFFERENTIAL DEFLECTION: THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24" O.C. THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L/240: 0.2D"MAX DIFFERENTIAL DEFLECTION TOTALLOAD L 1180: 0.27' MAX DIFFERENTIAL DEFLECTION FLOOR JOISTSr(RUSSES SPACED AT 24' O.C. LIVE LOAD L/360: 0.13' MAX DIFFERENTIAL DEFLECTION TOTALLOAD L/240: 0.20'MAX DIFFERENTIAL DEFLECTION ABBREVIATIONS A.B. ANCHOR BOLT A/C AIR CONDITIONER INT. INTERIOR A.F.F ABOVE FINISHED FLOOR MAX MAXIMUM A.H.U. AIR -HANDLER UNIT MCD MONTA CONSULTING 8 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 Q CENTER LINE O.C. ON CENTER C.J. CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIA DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURE TREATED ELEC ELECTRICAL REO'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 SUM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FUR, FLOOR SO FT. SQUARE FOOT/FEET FND. FOUNDATION SUB SUB -CONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT/FEET TCDL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD F.V. FIELD VERIFY T.O.M. TOP OF MASONRY GALV. GALVANIZED 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 HGT. HEIGHT WI WITH HORIZ. HORIZONTAL WWF WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND CODE: ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, 7tN EDITION (2020) WIND DESIGN REQUIREMENTS: RISK CATEGORY II BUILDING TYPE VB WIND SPEED (ULTIMATE) 139 -O WIND SPEED (ALLOWABLE) 108 =Ph WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT G18 MAXIMUM MEAN ROOF HEIGHT 30 M VELOCITY PRESSURE COEFFICIENT 0-99 BASIC VELOCITY PRESSURE 41.3 P4f j ZONE 4 a = 4 FEET FROM ALL EXTERIOR ROOF SHEATHING i NAILING: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE PRESSURES (PSF) ZONES PRESSURES (PSF) 0-19 2 +292 -31.7 +292 -39.1 20 - 49 f? +27.9 .30.4 +27.9 -36.5 50-99ft +262 -28.7 +262 -33.0 100-1991t' +24.9 -27.3 +24.9 -30.4 2DO+8 +23.5 -26.0 +23.5 7'47' x 9'-0' GARAGE DOOR 1 +25.7 -29.1 7'-0' x IT-(r GARAGE DOOR +24.6 -27.5 SOFFIT PRESSURES I +29.2 -39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1.97 TO CONVERT TO ULTIMATE WIND PRESSURES. ROOF SHEATHING AND NAILING SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: ROOF PITCH MINIMUM EAVE/RIDGE INTERIOR ALTERNATE EAVE/RIDGE INTERIOR 2 w SPAN MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING O w0 RATING THICKNESS TYpE (EDGE/FIELD) (EDGE I FIELD) TYPE (EDGE I FIELD) (EDGE/FIELD) ? 41128 LESS 32/1 115/32" RSRS-01 6/6 616 0.131"x3" 4/6 6/6 m 415/128 GREATER 24/16 7/16' RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 RECOMMENDED I 40/20 19/32" RSRS'O' r 1/6 616 0.131"x3° 4/6 6/6 w w0 (ALL PITCHES) RSRS-00 �� ALTERNATIVE (IF PERMITTED) 32/16 15/32" RSRS-01 6/6 6/6 0.131"x 3" 4/6 6/6 'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC-R SECTION R301 1 AND DOES NOT MATCH THOSE OUTLINED IN SECTION R903.2. CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS, OSB OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. FOR TILE & METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN SPECIFICATIONS. 2. BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WITH THE SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS 3. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH LESS THAN OR EQUAL TO4112. THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE STRUCTURE. 5. THE"EAVE/RIDGE* ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS. 6. EDGE = NAIL SPACING ALONG PANEL EDGES. 7. FIELD= NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. B. RSRS-01, RSRS 03, RSRS-04 ARE RING SHANK NAILS MEETING THE SPECIFICATIONS IN ASTM F1697. 9. 0.131' X T SMOOTH SHANK NAILS MAY BE USED IF NOTED IN THE ROOF SHEATHING AND NAILING TABLE. "N.P." INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TILE ROOFS: 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY WHEN PERMITTED BY THE MANUFACTURER'S WRITTENSPECIFICATIONS. "N.P."INDICATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. GABLE END SHEATHING: 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24/16. AND A MINIMUM THICKNESS OF 7116' OSB OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAY BE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL WITH (1)-ROWQ131'x2-1?NAILSAT 3' O.C. AT EDGES, AND 6" O.C. IN THE FIELD. INSTALL MIN. 2x4 SYP#2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL WF10 FOR MORE INFORMATION. FASTENERS: REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131" x 2-12 OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT -DIPPED 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 214 SYP i2, NAILED AT EACH END WITH (3)- 0.131' x 3"TOE-NAILS. K¢# oi <y s, xYA T 1^ ^mil 14 YY,Y Q INTERIOR ZONE Y k k h k© EAVE / RIDGE ZONE 1{ Y �k Fy a=1 FEET FROM ALL jr X/; .�U/`..`„j. E;.hd} ,��A; i(_ EAVES AND RIDGES a nVny nNh nXn Y�,, Yti PER FBC-R301.2(7)_ STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER' LENGTH HEAD DIAMETER Sd OA31'x2} .281' 10d 0.148'x 3" .317 .131'x WGUN NAIL 0.131"x 3" .281" 12d&led SINKER 0.148'xV .317 led G162'x3} .344' (RSRS4H) RING SHANK 0.113'x2r .281" (RSRS-03) RING SHANK 0.131-x2] .281" (RSRS414) RING SHANK 0.120'x 3" .2BI' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT's BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1657. SHEET SHEET TITLE o Q LL O v •••••••� /qj� �r S1 STRUCTURAL COVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 FOUNDATION DETAILS�ii�.1i S4 NOT USED S5 FIRST FLOOR FRAMING PLAN S5.2 NOTES & CONNECTOR LEGEND` w o: o� ' w - • �•++•••i •; 0: {� •• �,e�� i�� S5.3 ROOF FRAMING PLAN S6 MODEL SPECIFIC DETAILS SD1 GENERAL DETAILS SD2 GENERAL DETAILS _ SD3 GENERAL DETAILS SD4 TWO STORY DETAILS Lu o ® 1 SD5 TWO STORY DETAILS o o SD6 PARTY WALL DETAILS o ° SD7 PARTY WALL DETAILS 102 SD8 PARTY WALL DETAILS z PW1 U373 WALL ASSEMBLY o PW2 U336 WALL ASSEMBLY s PW3 NOT USED a zo a w o W "> PW4 U347 WALL ASSEMBLY . < PW5 V344 WALL ASSEMBLY = w SDWC SDWC DETAILS O o SDWF SDWF DETAILS y z WP1 WALL PANEL FRAMING DETAILS o o ST1 GENERAL STAIR DETAILS < - w ^ O rc i i a IdsNN W Z �p ci O O1 1o W3z 0° � O U o MASTER UPDATES 08� � J Q z �� F DATE DESCRIPTION INTIALS NUMBER� � 0 J t i go s s 1 3/6/2023 CREATED 4-UNIT BUILDING TYPE W PER TYTH-BLDG 2 (BFS) DID rc H O i H � U N F 4M- 0 � ao v�o <g 3 w _ LW o �� `a Q O�~ F/-� U) i O 0O!�g�g€ r w lL i tl j i , G 0- M C i N w C w of 'I Tp 4 C Z " N ? Q. aO 0 J N O 00 LUm0 u 049) r � 2 W Z IL Z w m y� Y 0 F - aUJ U :1Xz W J00 ooa r~pel- • Q w H 3 � O STRUCTURPL ENO: TH DRAFTING: y W C) STRUCT: HG GC CHELK: CC 1j � O STAR-15B93 H i w SME: AS INDICATED 044TE: 0424?3 Z � U N0 Z S1 r 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. FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM 01557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 20DO PSF TERMRETREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A615: A.REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40, U.N.O. B.REFERTO 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 ROOD LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL QNCHES) GRADE 40 1 GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 'A' 'B' 'C •D' "A' 'B' 'C 'D" MASONRY 'D' CONCRETE !CJ 2-1/d' 4-12 6' 1s 2-114' d-1a 6' 15' 18' #4 3" 6" 6' 20' 3' 6" 6' 20" 24" #5 33M' 7-12' 9• 25' 33/4• 7-12• 6• 25' 30' #6 412" 9' 6• 30• 4.12• 9• 6' 40' 36• #7 5-1/4' 10-12' -r 41' 5-1/4' 10-12• 7• 53' 5" b #3=2Yi' Ct V #4:2 )4- 46=3' #7=3)4' 9• z .B•. f. ;. LAP SPLICE STANDARD M'HOOK STANDARD ISV HOOK CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 25M PSI, A SLUMP OF 6• PLUS OR MINUS V. AND HAVE 2 TO 4%AIR ENTRAINMENT, AND A MAXIMUM WATERICEMENT RATIO OF 058. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A485 FOR 6xe9W1 AXW1.4 WWF SHALL BE LAPPED AT LEAST e" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6'.FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WIAF. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH -THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS; ACI 301. 4. FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WITH A STANDARD 9D-DEGREE HOOK AT THE CORNER, REFER TO TABLE MODS ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. S. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 13 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 IT.) 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 0476, COARSE GROUT SHALL BE UTILIZED WITH A MAXIMUM AGGREGATE SIZE OF 3/8-INCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE. USE OF 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 5. SHOULD AREAS OF STACK BOND EXIST, UTILIZE 9 GAUGE 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 NON-STRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS. 8. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W/MIN. 16 GA. TIES SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION. 9. VERTICAL REINFORCMENT SHALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 9D-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 (TARS 6D2-16). 12. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES -1/4" TO • 12" 14. 00 NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318. LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2X P.T. ATTACHED TO CMU WI MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL W/ MIN. 1-iW EMBEDMENT OR 114" TAPCON WI MIN. 1-1r2 EMBEDMENT@16"O.C. MEASURED VERTICALLY AND 4• FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR N MAX 24" O.C. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDMON.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/02 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1Mo+r BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED'No 2" BY SPIB, OR BETTER, 4. OTHER LUMBER SHALL BE VISUALLY GRADED'No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. S. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING)SHALL BE SPF#1 M2 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 AVIRA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1' DLA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 7" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACO-C, ACQ-D. CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WTH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 76. 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 WITH 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: GENERALNOTES 1. FLOOR JOISTITRUSS RANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION RED. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4' PLYWOOD MIN. OR 23132" OSS MIN. APA (4824) RATED SHEATHING OR STRUCTURAL 1, WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131' x W. 0.131' x 3' RING OR SPIRAL SHANK HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 4" ON EDGES AND 12, IN FIELD. ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSVAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER (SCL) AS DEFINED BY NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) OR STRUCTURAL GLUED LAMINATED TIMBER AS DEFINED BY NDS SECTION 5.1. VALUES AS FOLLOWS: COLUMNS I BEAMS I STUD COMB. NO. 50 GLULAM SCL E=1.9 MPSI E=1.7 MPSI E=2.0 MPSI E=1.5 MPSI FBY=2100 PSI FB=2850 FB=3D00 FB=2200 FBX=2.100 PSI FT=1650 FT=1700 FT=1500 FCII = 1,700 PSI FC 11= 3000 FC ll= 3DW FC ll= 210D FC_=450 FC_=90D FC_=45D FV=285 FV =2B5 FV=150 CEILING CONSTRUCTION 1. USE 12" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. W 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. IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SSX): CONNECTORS SHALL BE MINIMUM G50 ZINC COATING. 2. WOOD TREATED WITH ACQC 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 WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1657 1. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES MATH A LICENSED ENGINEER'S SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN A. ALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING A SPECIFIC GRAVITY (G) OF AT LEAST 0.50 B. THE TRUSS DESIGNBYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN/SYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS. 2. THE TRUSS MANUFACTURER SHALL VERIFY TRUSS GEOMETRY WITH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED. 4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE. AND LAYOUT. 5. JOBSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WITH THE CURRENT EDITION OF SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI). 6. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WITH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEDULE. 7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES ON TRUSS ENGINEERING DOCUMENTS MAY BE DISREGARDED. 8. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN, AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESIGN/SYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. 2X4 SYP #2 BLOCKING: A. WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO TRUSS TOP CHORD N12)ROWS 0.131"X 3• NAILS AT 12. O.G. STAGGERED 6', BEGINNING 4' FROM EA. END. B. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL BLOCKING AT 24" O.C. AND NAIL TO TRUSS TOP CHORDS W/ (3y 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• TOENAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS'X' BRACING: MIN 2,41 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/(3)-0.131-X3•NAILS. SPACE-X'BRACING ALONG TRUSS SPAN 010-0•MAX AND EQUALLY SPACED FROM END OF TRUSS.'X' BRACING TO START 2D-0" MAX FROM #1 HIP GIRDER AND I OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2.4 SPF 02 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0' O.C. MAX WIN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH WI (3). OA31• X 3• NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24•) PLUS 6• MIN PAST BOTTOM CHORD. 12. INSTALL PERMANENT 2x CONTINUOUS LATERAL RESTRAINT (CLR) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. Cr BRACING MAY BE USED I.L.O. PEMANENT CLS IF IT EXTENDS MIN. 90%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN SCSI-B3). 13, AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/(2) 0.131-x 3" TOENAILS READ. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12'TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX TRUSSES, THEN BOTTOM TO TOP W/ (2)0.131' x 3• NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER SCSI-S3. 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN PROVIDED BY ATRUSS 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 W/OUT WRITTEN APPROVAL FROM MCD. 16. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. REFER TO DETAIL TB01 THIS SHEET, PER CURRENT EDITION FBC.R SECTION M13D5. NOTE TO CONTRACTOR: ATTICS CONTAINING APPLIANCES SHALL BE CONTACT FOR FOR PROVIDED WITH AN OPENING AND CLEAR AND ADDITIONAL REVIEW PRIOR PASSAGEWAY G ENOUGH TO LARGE UNOBSTRUCTEDOFTHELARGEST TO CONSTRUCTION IF ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT TRUSS LAN ORIENTATION NOT LESS THAN 30' HIGH AND 22' WIDE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN 30' DEEP AND 30" DIFFERS THAN INDICATED II WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE THIS DETAIL APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION MI305 FOR ADDITIONAL REQUIRED 12 INFORMATION NOT COVERED ON DETAIL SEE ROOF SHEATHING PLAN ATTACH PER NAILING SCHEDULE 22• MIN. GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER 2x4 02 SYP RAT RUN UNIT OR SYSTEM TOP AND BOTTOM MIN / SHALL BE PROVIDED BY MECHANICAL (2) BAYS PAST Arc CONTRACTOR OR BY LOCATION. MIN (3) SAY ? / / / LA (2)'187x OTHERS, NOT BY MCD PW/O 317 NAILS TO EACH TRUSS. TYP EACH /l SIDE STANDARD TRUSS BOTTOM CHORD B01 A/C IN TRUSSES 3/4'=V-T FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" B HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALLE5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE .1 COMPRESSED AIR PRIOR TO APPLYING EPDXY, ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING SONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAP8ICONNECTOR SUBSTITUTION THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIR CONSTRUCTION 2X17S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO WTS SEE GEN. STAIR DETAIL SHEET FOR MORE INFO. 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J-BOLT -1rr ALL THREAD ROD M 2. 2" SO. WASHER DRILL & EPDXY./SIMPSON SET-XP EPDXY WITH MIN. T EMBEDMENT. -12'xe' SIMPSON TITEN HD THREADED ANCHORS WI LSPI2 WASHER MAY BE USED ILO 12' JAOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS FOR BED JOINTS 112'-1', GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. RED'D) FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "'EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1s (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL MN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REO'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <12", NO FIX IS RED'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM-12•-l-W, GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER TAW. CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: - WIDE FLANGE SECTIONS: ASTM A992, FY =50 KSI FU =65KSI - TUBE STEEL (HSS): ASTM A500, GRADE B. FY = 42 KSI - PIPE STEEL: ASTM A53, GRADE B, FY = 35 KSI - ALL OTHER STRUCTURAL & MISC. STEEL ASTM A36, FY=36 KSI 2. STRUCTURAL STEEL CONNECTIONS: - ALL BOLT CONNECTIONS SHALL BE AT •SNUG -TIGHT' CONDITION AS DEFINED IN AISC 360, BOLTS USED IN STEEL CONNECTIONS: A325 UN O. ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE 36 - BOLTS SMALLER THAN 5/8' DW A307 ALL SHOP AND FIELD WELDS TO USE E70XX ELECTRODE 3. STEEL SHOP DRAWINGS TO BE PROVIDED TO FOR FOR REVIEW AND APPROVAL BEFORE FABRICATION. SHOP DRAWINGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTIONS ATTACHMENTS (INCLUDING WELD SIZE AND TYPE), FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. S. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLIER SHALL DESIGN TRUSS TOP CHORDS AND/OR BOTTOM CHORDS TO SUPPORT A MIN. (2) 751b POINT LOAD EACH TRUSS AT THE AJC LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS '�- STANDARD TRUSS TOP CHORD VARIES BV OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2.482 SYP CROSS BRACING (AT 45') WI (3) 0.148' x 3-I W NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REQD FOR LEVEL WORKING SURFACE 11111111)ll, M. C 7 O C E In u • sTRUCT: HG � a c11ECK: rc O w JOB No. STAR-15B93 i 6ULE: AS INDICATED w DATE: 042423 h ° S1.1 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. *XMNG DOOR RECESS NOTE: 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 TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB, IF THE MIN MIN. W AND SEALED. REFER TO FSC-R CURRENT EDITION SECTION R5D6.23 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2 pROVIDE}t2'THIOK25Da PSI CONIC. BLAB W6a6zW1.4zNDA WELDED WIRE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRIC OWYF), PLACED IN MIDDLE TO UPPER 1D OF SLAB DEPTH OVER REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, MEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDmON). 3. CONSULT WMAN.SPECIFICATINSMR RMMURINGORRECESSINGDOOR SILLS. INSWING DOORS WITH COVER (MIN SIFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESB AT SLAB. IF MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REO'D S CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS 4. EXTERIOR SLASS SHALL SLOPE I1W PER FOOT ANMY FROM HOUSE. S. CONTROL JOINIS(IF SHOWN) ARE NOT IMoCODE BUT BY COBIT ME SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF I OF THE THICKNESS OF THE SLAB. FILL CUT WAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 6. MECHANICAL EQUIP. LOCATIONS WILL SE DETERMINED BY COMMUNITY & COUNTY CODES. 7. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMSSHALL BE NAISEDATLEASTTABOVETHEFINISHEDGRADE AND SHALL ALSO CONFORM TO THE MMUFACTLIRER5 INSTALLATION INSTRUCTIONS. 8. NO WOOD STAKES PERMITTED IN MUNDATKN. 9. PEN DING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. 1 l SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED i l ( 10. SEE DETAIL TABLE MM ON SI.I FOR REOUIREDSTEEL BENDSAND LM q 7 S" 17-10• (2-STORY FTC) I 2D-0" (2-STORY FTG) ( 2Dd (2-STORY FTG) I 19'-10• (2-STORY FTG) 3 1IP 10'd 9'S 12' 5 1? 10'd 91.6 1? 5 10 9'S 1? 10'd 9'S 1? 10'd 3 1? F F F AIC PAD F S F09 A/C PAD FOB 53 FOB $ 7? 11 S S3 t LL FOB -F 08 + , F A/C PAD 3 I a @ f A� � FOB P s LL _� S S3 x LL _._ .. ......., I § -.- MF D.I! v I S3 4 - - § 1 � \ 1 e n 2.6 6 - N I 3 35 3 I S Y F3 MF3 S3 S FF + -77 _-- -I 7'-93M• 3•-1• I I MF7 � I IT-113M' 3'-101M" I I 3 16'-13/4" T-101M T-101/4• 18'-13/4' 3.5 5'-101/4' 3'-1' I T-93/4' 3'-101/4• IVA1314" I� I THICK3-10 SLAB W/WE DED WARE I '- FABRIC OR FIBER MESH I I 3 I I I I 3 I - Imo- SLAB I I WVIWELDED WIRE MESH AS INDICATED IN FOUNDATION NOTES 1{2 I _., I _ - I - - (- - I A-N I FOUNDATION ICATED NR NOTES 12 - ci - I O-0" FIN FLR CJ � I F I 1 _ ' I n I CJ 0'd FIN FLR � �I J 1 3-1?THICK CONC. "'s SLAB VW WELDED WIRE I FABRIC FIBER MESH I _I" n 1v- ( I I I I }i?THICK CONIC I SLAB WIWELDEDNARE + FAB OR FIBER MESH l f i.i-'}:�n !' - 7d T-101? AS INDIATED IN i A FOUNDATION NOTES I I I T I �" AS (INRIC DICATED N FOUNDATION NOTES I\. (� I \ ... i _ I CJ S3` I l.. .mm 4A 4A F u e �_; _ _ I 1 . N- ry 1 L k J 63 '�'rrr, � r�� rr rrrrrrrr q IV-71? I 6 I 9 1? 71? .... ....._ r� I O: a� I 71? LL 910 I I 53 81? O - I_ a I I 10T S3 -__ Cj F X-CJ _-- _ I T `CJ 3 4 ICI 3 S3 Ow 2 F ........ I F7'� 3 _ --1'-a3',u L- d�_uS3 ki S3 Ll -2 F 2 6Y 1? 2 2 8'd T-11M' B'd T-11/d• 22 8'd 6'41? L 8'd 11-91? 1•-91 81/d` i' v-91? B314' 5 iM' 8'-T 11'-7-(2STORY FTG) T-911I(2-STORY FTG) 11'S' B'S' 11'8 T-91? 11W" 11? 791-W 512 1 RRR-NR I nT 91 1 1 RRR-MR I OT 94 1 1 RRR-.I I ()T 95 1 ms-n I CST 96 SPLICE. SEEDTLMF09ANDMF10ONS3FORSTMDMDFOOTNGSTEP DOWN AND CORNER INFORMATION. 1 11. ANY EQUIPMENT MD/OR APPLIANCES HAVNG M gNRION �RCE SHALL BE ELEVATED A MIN OF 18'. CONTRACTOR TO PROVIDE SUCH PLATFORM EUHER MASONRY OR WOOD CONSTRUCTION 12- ASS UMEDALLOWABLESOILSEMINGPRESSUREAFTEROOMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO %T MEETOR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERAL AND COHESIVE SOILS, COMPACTED IN 12- LIFTS TO AT LEABT 95%OF MAX DRY MNST M DETERMINED BY ASTM - DISS/ ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CMADITY OF 2000 PSF. 13. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FORSTEMWALLFOUNOATKN.SEESTEMVMLCNART FOR REQUIRED REINFORCEMENT MO FOOTING SIZES PENDING DEPTH OF STEMWALL. IF CHART IS NOT PROVIDED, CONTACT EON TO REVIEW MD PROVIDE 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -STOP- CONTACT E.O.R. PRIOR TO CONSTRUCTION 15. ALL FQU NDATIONPAMMERESHOWNONTHESELOWFOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SUE CONDITIONS ANDIOR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONSMDREINFORCEMEW REOUIREMENTS ME MET. 16. FIELD M VERIFY ALL GAB LINE AND PLUMBING LOCATIONS PRIOR TO POURING BLAB FOOTING SCHEDULE 11 k12 171P w/-* EQUALLY SPACED EA O WAYMIN2' ORMCLEMANCEBETWEEN MIN (2)05EW. BARS & T MIN, COVER TO EDGE OF CONC. 1724N 17dpw/11151EQUALLYSPACED EA 24•SIDE@3-DC.&MIN 1A WAY MIN. 7 HORIZ. CLEARANCE BETWEEN (3) 15 PARALLEL T017 BARS &W MIN FCON COVER TO EDGE OF' BIDE 6'OC WI/ IEQUALLYSPACEDEA. O24Y24117Ip WAY MIN 7 HORIZCLEARANCE BETWEEN MIN (3)15 E.W. BARS &r MIN COVER TO EDGEOFCONC. 28128112" dp w/ NSs EQUALLY SPACED EA. 2.3 WAYMIN.7 NORIZ.CLEARANCEBETWEEN M1.(4)15 E.W BARS & T MIN. COVER TO EDGE OF CONC. 3A1 I I" dp w/ 1161: EQUALLY SPACED EA, 2.5 WAY MIN. 7 HOR Q. CLEARANCE BETWEEN MIN (4)15 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 37137 17 dp w/ TSB EQUALLY SPACED EA, QB WAY MIN. 7'HORIZ. CLEARANCESETWEEN MIN (5)15 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 38Y38k17 dp w/ ISs EQUALLY SPACED EA. O WAY MIN. 7 HORIZ. CLEARANCE BETWEEN MIN (5)05EW BARS&7MIN. COVER TO EDGE OF CONC. 42'142113" tlp w/TSB EQUALLY SPACED EA, 3.5 WAYMIN7HORRCLEARANCEBE7WEEN MIN (6)15 E.W. BARS&TMIN COVER TOEDGEOFCONC. 47x47 W dI W/I{SS EQUALLY SPACED EA ® WAY MIN. 7 HORIZ. CLEARANCE BETWEEN MIN(6)05EW BARS & T MIN. COVER TO EDGE OF CONC. 48Nk 17 tlp 1/I61 EQUALLY SPACED EA. O WAY MIN. THOR IZ. CLEARANCE BETWEEN MIN (7)15 E.W. BARS & 3' MIN, COVER TO EDGE OF CONC, 4814 IT dp w/ ff. EQUALLY SPACED EA dA WAY MIN 7 HORIZ. CLEARANCE BETWEEN MIN (7)05 E.W. BARS S. T MIN. COVER TO EDGE OF GONG. 4T146 11 dp I ISA EQUALLY SPACED EA, 48 WAY MIN 7 HORIZ. CLEARANCE BETWEEN MIN (8)15 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 57x 17 dp w/ ISs EQUALLY SPACED EIL 4.3 WAY MIN 7 HORIZ. CLEARANCE BETWEEN MIN (7)i5 E.W. BARS&TMIN. COVER TO EDGE OF CONIC. 14N54N I dp wMSs EQUALLY SPACED EA. 4.5 WAY MIN 7 HORIZCLEARANCE BETWEEN MIN (8)15EW. BARS & T MIN COVER TO EDGE OFCONC. 51 > 54N2P dp wMSs EOUALLY SPACED EA WAY IN7 HORQ. CLEARANCE BETWEEN MIN (9) 9 5 E.W. BARS & T MIN COVER TO EDGE OF CONC. SDk80 I dp WM l EQUALLY SPACED EA, O WAYMIN7HORRCLEARANCESETWEEN MIN (9)i5 E.W. BARS & T MIN COVER TO EDGE OF CONICj lvl dP WMV. EQUALLY SPACED EA eBBk6 5.5 WAY MIN.7 HORS. CLEARANCE BETWEEN MIN (10) 05 E.W. FOUNDATION PLAN va =r 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. �rf,lilUi!/, 1Y M - C v ro ba O Z_ N N � C wn0 LU J < S LU Z s r`ao X o r F - LLI w W Q a U) * • sTRUCTURIILENG TN DRAFTING: STRUCT: HIS OCCHECT(: CC JOB No. STAR-19993 SCALE: AS INDICATED DATE: G42423 � J4, V CA W • Z. BEARING WALL PER EXTERIOR WALL 2X BEARING WALL PER EXTERIOR WALL IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF 2z BRG WALL PER PLAN SHEATHING PER PLAN. PLAN SHEATHING PER PLAN. HOLD NON-BRG WALL ABOVE - WALL SO BASEBOARD IS BEARING I FOOTER PLAN AND BEARING SEE DETAIL WF1OISD4 2X P.T. BOTTOM PLATE SEE DETAIL WF10/SD4 BACKS. BASEBOARD ANCHOR TO HAVE MIN. SITTING ON WALL SCHEDULE FOR MORE INFORMATION FOR MORE INFORMATION IS SITTING ON a P.T. BOTTOM PLATE & ATTACHMENTS PER T EMBEDMENT BELOW FOUNDATION BELOW FOUNDATION BELOW NON -BEARING WALL MIN S & ATTACHMENTS PER PLAN IF CURB IS TALLER THAN LOWEST STEP OF (MAX 7) 2" 2X BRG WALL PER 2. P.T. BASE PLATE PLAN BUILDER TO PROVIDE SILL BUILDER TO PROVIDE SILL 8', CONTRACTOR TO ADD (MA%7) CURB MAX I PLAN AND BEARING CLEAN COMPACTED SEALANTANSUTATION BUILDER TO PROVIDE SILL I WALL SCHEDULE FILL�95%STANDARD SEALANTANSULATION (/)#S CONT. BAR BUILDER TO (1)#5 CONT. W/1-12' SEALANTANSULATION CENTERED WITHIN CURB 7 CONC. SLAB PER ^��! DENSITY CONC. SUB PER CONCRETES PER OFF SET BOTTOM Y, b PROVIDE SILL FOUNDATION PLAN COVER TW. b PLATE CONCRETE SLAB PER - W/ MIN. 2" COVER SEALANTANSULATION MAX j w I 2X P.T. BASE PLATE FOUNDATION PLAN FOUNDATION PLAN a CONCRETE SLAB PER a i . , FOUNDATION PLAN i OFF TTOMFOUNDATION P CONC. SLAB PER I ? > PLATE m FOUNDATION PLAN VARIES "� , ..� GRADE SEE PLAN •li 1?� LAN II. 9 u GRADE m § II i b b o f i it iI-1 I 1 l i� I I 71 I I. a � m N °,(• —I I� t 1 m� I i ` . I ���_iI)) -, I - i 1 'e. : 3 &-_ ' I �i CLEAN COMPACTED �`I I (!=_I (2)#S CONT. REBAR ON 1 �.I I _I m IF I I -II _ ( L_I I=1' II CHAIRS VA MIN.3 - -I CLEAN COMPACTED , �,I i!' DENS�ITV%STANDARD (2)#S BARS CONT. W/ 3' COVER TYP. 8' 6• 8" M COVER 6• 1'-0' FILL Q95%STANDARD .-I1 I =`:) - (1)#S BAR CONT. 205 DENSITY (2) #5 CONT. REBAR ON W/3 COVER TYP. () BARS CONT. W7 -I I . III CLEAN COMPACTED 3' COVER TYP. # 8 10' OVER CHAIRSVWMIN.3 _ FILL ® 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT. ON PENDING SRE e 1 d' DENSITY FILL 95% STANDARD 3' COVER TYP. CLEAN COMPACTED CONDITIONS, SEE I WHERE 2ND STORY OCCURS, FTG [ENDING SITE DENSITY FILL C 95% STANDARD DETAIL MF20 FOR SHALL BE V-C WIDE W/(3)i58AR5 ONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG DENSITY WHERE-0 STORY OCCURS, FTG DEEP MONO ETAIL MF2D FOR SMALL BE 1'<' WIDE W/ji)#5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'8' WIDE W/ #5 BARS EEP MONO SHALL BE V-r WIDE Y#(3) #5 BARS SHALL BE V8- WIDE WY(3) #5 BARS �) F01 TYPICAL EXTERIOR FOOTING F TYPICAL GARAGE CURB FOOTING (M��1 NON -BEARING SLAB STEP DOWN u1F0O DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN uIF0�6 FOOTING AT INTERIOR BEARING 3/4"=1'4r 3/4=147 3/4"=1'-0" 3/4"=l'-T 3/4'=1'-0' 3/4'=1'-0" PENDING SITE 7RED S, i NOTE TO CONTRACTOR TSPECIFIED FOR ED ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQD VERIFY W/ DETAILS FOR REQD FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS EDGE IS REQUIADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH SEE FRAMING PLAN DEEPER THAN FOUNDATIONS AS SPECIFIED THIS DETAIL, DOOR LOCATIONS, FOR MORE MIN. 24' BEFORE - .e CONTRACTOR TO SEE FRAMING PLAN -1 INFORMATION • J VERIFY WITH DOOR iO y z -- ANOTHER STEP l "�" MANUR FOR AND PARTY WALL GARAGE I , z CONC. SLAB PER 8k12" THICKENED y i F REQUIRED RECESS SLOPE DETAILS FOR MORE I m FOUNDATION PLAN SLAB W/ (1) #5 CONT. I ` INFORMATION W/3' COVER TVP. ? LL �• ` #5 CONT CONCRETE SLAB PER � w >• �A: tA• REINFORCEMENT SEE THRPCIFICATIONSRS FOUNDATION PLAN GRADE > - W a " �� FOUNDATION PLAN THRESHOLD PER - § a •.; m "a :.I_�,$ FOR QUANTITY MANUFACTURERS 4' MIN 1 1 IIi •--��' SPECIFICATIONS VIEW— CORNER GARAGE WALL #5 X 25" X 25" CORNER CONC. SLAB PER BEYOND < - - - PROVIDE 3/4' MIN. J iI A a - I 1 BAR, ONE FOR EA. FOUNDATION PLAN T:' 1j 11 y yC' VERIFY PLAN DETAILS HORIZONTAL ( - ' CONC. SLAB PER -III II 1 I III SLOPED RECESS AT w p FOR REQUIRED #5 _ f �{ - REBAR, TVP. U.N.O. FOUNDATION PLAN 4 - 4'' (I- GARAGE DOOR DRIVEWAY T. BARS. MAINTAIN rr yy tt �,jJ (3'COVEUILDER - R TYP. •�?� A� ' ..:- ` FIN FLRR. . SLOPECONCRETE BORBPAVERS -�� 76"MIN 18"MIN. SLOPE"' VERIFY PLAN DETAILS 1: 1 =111 BEND EACH CONT.DOwN,5 PER MFG FOR REQUIRED #5 ' ,. � SLOPE EXT. SURFACE BAR AT STEP DOOM, CLEAN COMPACTED I CO BARS. MAINTAIN OR GRADE 1A7' PER OR INSTALL #S HOOK III f FILL Q 95% STANDARD 3' COVER TYP. BARS FOR EACH CONT. FOOT AWAY FROM CLEAN COMPACTED (3) #5 CONT. REBAR 2 BAR. LAP REBAR PER BUILDING ON CHAIRS W/ MIN. () #5 CONS. DENSITY TABLE MD08 ON S1.1 FILL @ 95% STANDARD 7COVER W/3COVER TVP. 4 '- �,� — MIN. #4�TOP 1rR EXPANSION DENSITY REQUIRED PER APA � ASS REQUIRED PORTAL FRAME SPECS Mr�l THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING F13w THICKENED EDGE @ GARAGE DOOR 3/4•=I'-0" 3/4'=1'.0" 3/4"=V-(r 3/4'=1'-0' 3/4"=1'-0" 3/4•=1'-0• 7 SCH. 40 STEEL PIPE IF MASONRY WALL OR (2) #5 X 4'1Y BARS IITYP. ALL REINFORCEMENT SHALL FILLED W/ 2500 LL COLUMN IS ABOVE, MAINTAIN 3 CLEAR TO CENTERED AT PIPE PVC Oft SCHIO SLEEVE CONCRETE. BOLLARD HOOK VERTICAL GRADE AND 1-12' CLEAR TO PENETRATION TO BE MIN. 3FT TALL STEEL TO BOTTOM ANY FACE EXPOSED TO EIOX 1/4' ROW OF STEEL WEATHER SEE FRAMING PLAN 8"CMU- • , - • FONC.SLABPER FINISH PER ELEV. { AND PARTY WALL FOUNDATION PLAN CONC. SLAB PER i-I_I=_) -_ (4) i/4^ X 31p^ IF CURB IS TALLER THAN DETAILS FOR MORE € [ s I 5k5z3.8" THICK A36 I _ I 8", CONTRACTOR TO ADD I INFORMATION FOUNDATION PLAN 8' C.M.U. FINISH PER - - L�-TI, FINISH FLOOR .I 1_I— SUP-RSTUD ELEV. -E' ..) I- STEEL BASE PLATE S FASTENERS W/ MIN. (2) #5 CONT. BARS WI MIN. PENETRATING FINISH FLOOR m f I _ I PREFER TO 1-12' EMBEDMENT 7 COVER m 6 ,, — ( THAN 9'IF I.NG IS ADD L ER SECTION A -A INTO CONCRETE w -I' BARS AT 114 POINTS OF RARE I' -1-FOUNDATION PLAN - () ® • . FOOTING DEPTH PIPE. MAX 4" PENETRATING PIPE i FOR CONT. CONCRETE SLAB PER < 2 #5 BARS TOP •'! ._ -. MAX 4^ SEE FDN. FOUNDATION PLAN > WHEN MONO DEPTH i? FOUNDATION 7 SCH. 40 STEEL PIPE EXCEEDS Z6', IF I I ` Y - #5 LOOP TIE (TYP.) SIZE 8 REINF INFORMATION FILLED W/ 2500 PSI DEPTH <2G THESE PVC SLEEVE MAX i z X -� CONCRETE. BOLLARD 1/P E70X BARS ARE NOT REQD -. i z 6" DIAMETER =J I - n ' r,. FOUNDATION PLAN PIPE PERPENDICULAR TO FND TO BE MIN. 3FT TALL 1 3* i3 STIRRUPS 4B' ' I x , GRADE ° z _ -. FOR CONT. _-- -- -- 5k5"X3.8" TH CKA36 I O C OMEN MONO FOOTING PER PLAN i \ CONTACT EIXt FOR ADDmONAL REVIEW m - FOUNDATION STEEL WEPLATE1:_- - I = i f FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS - - DEPTH EXCEEDS z I III. II'- IF DEPTH ,E- R 1 CLEAN COMPACTED INFORMATION m III - , I FILL Q95%STANDARD A A (4)1l4'X31M' - % _ I BARS ARE NOT REQD (SIDE VIEW) DENSITY FOOTING PER PLAN SUP-RSTUD [ PVC SLEEVE t .. o CONCRETE SUB PER FASTENERS MIN. =: ! -1! `Til �" ' (2) i5 BARS CONT. WY r i (FRONT VIEW) MPX DIA -� k _ ___ =l.I CLEAN COMPACTED . I I. i _I i CONPLA3 COVER TYP. � 2-1 /4'EMBEOMENT 1'1' FILL 95% STANDARD MF14\ TYPICAL FOUNDATION PENETRATIONS / \/ 3/4•=I'8" ALL REINFORCEMENT SHALL MAINTAIN 3 CLEAR TO GRADE AND 1-1rY CLEAR TO ANY FACE EXPOSED TO WEATHER (2) 95 BARS 0 TOP WHEN MONO DEPTH EXCEEDS 26. NOT ^ a: REQD. IF LESS THAN �> 26•DEEP rz. (1)#5 BARS 0 NOSING CONC. SLAB PER i FOUNDATION PLAN 11" MII #3 STIRRUPS @48' •' O C WHEN MONO : DEPTH EXCEED728' IlTI?�.r.... F t GRADE N n n IF DEPTH -ITS O THAN 28', STIRRUPS �)� ARE NOT REQD 1 L J !- I `z III- y I=11 — =1 I — PIPE PARALLEL TO FND SEE FRAMING PLAN & PARTY WALL DETAILS SEE FRAMING PLAN & FOR MORE PARTY WALL DETAILS INFORMATION FOR MORE INFORMATION IF CURB IS TALLER THAN EXTERIOR WALL 8•, CONTRACTOR TO ADD SHEATHING PER PLAN. EXTERIOR WALL (2) i5 CONT. BARS W/MIN. SEE DETAIL WFIO/SD4 i SHEATHING PER PLAN. SEE DETAIL VuF10AiD4 7 COVER FOR MORE INFORMATION BUILDER TO FOR MORE INFORMATION, BUILDER TO - ^ > M PROVIDE SILL SEALANTANSULATION CONCRETE SLAB PER PROVIDE SILL SEALANTANSULATION CONCRETE SLAB PER AV .Ikq FOUNDATION PLAN FOUNDATION PLAN •. G.E� GRADE 10 U rc� * a N • m •• �l�' �I d • 44 Y 'L't/t,, � K �► H V Q �� C6m INTO CONCRETE DENSITY CLEAN COMPACTED IF FOOTING IS TALLER THAN 3'd, FILL 95%STANDARD (3) #5 CONT. REBAR ON FOOTING IS REQUIRED TO BE 3'd WIDE DENSITY CHAIRS W/ MIN. 3COVER W/(4)#5 CONT. BARS W73 COVER BOLLARD DETAIL F1 PARTY WALL FOOTING W/ CURB / DEEP MONOLITHIC FOOTING 3/4' = 1'O• 314" = V-T 3/4'=V-7 i CONC. SLAB PER 15 CONTINUOUS REBAR FOUNDATION PLAN AT NOSE, MAINTAIN MIN 3 CONCRETE COVER VARIES, 7.3 MAX. IFTI m I (3) #5 BARS CONT, W13 COVER TYP. 8' _I I I I I•-` . AR (3) N5 CONS REBAR CLEAN COMPACTED Z�;' (3) NS BARS CONT. Q ON CHAIRS W/MIN. ( ��� _ (3) #5 CONT. REBAR y( TEP SECTION V /WT 3" COVER L' , I i- I CLEAN COMPACTED ON CHAIRS W/MIN. I= `� FILL COMPACTED 85% STANDARD FILL 95% STANDARD II I. ( CLEAN COMPACTED DENSITY COVER TYP. 1•g FILL®95%STANDARD 3•COVER 1'8' FILL 095%STANDARD DENSITY � DENSITY DENSITY F2 DEEP MONOLITHIC FOOTING W/ STAIR F3 EXTERIOR PARTY WALL FOOTING (^L�381 EXTERIOR PARTY WALL FOOTING F4 FOUNDATION @ GARAGE STEP-DOWN NOT USED 3/4'=I'-0" 3/4"=1'8" - 3/4'=1'.0' 3/4'=1%cr 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. C v V io to Z O� 7 E SO LM O m J -XWz Ha}i - 0 F- � K LUOO 4~1VF- • STRIXr: MG DC CHECK CC w xXt No. STAR-15993 rSd AS INDICATED w .ATE 012d?3 6 I f S3 SHEAR WALL SCHEDULE SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT ICI TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL PI HORIZONTAL 12' SIMPSON 51B' THREADED 12' J-BOLT TITEN HD ROD ESW6' PER DETAIL WF1dSD4 Sd COMMON (0.131' x 25') 6' O.C. 1T O.C. (2)ROWS 3' O.C. 3' O.C. MIN. 2x STUD PER DETAIL WF1 SD4 24' 32" 37 ESW4 4. (2)ROWS W O.C. 3' O.C. MIN. Zz STUD 16' 24" 24' ESWU 3-O.C. 12'O.C. (2)ROWS 3'O.C. 3"O.C. MIN.(2)2x OR 4. STUD 17 IS" 16' ESW2 7O.C. 17O.C. (2)-ROWS 3'O.C. 2. O.C. MIN.(2)-DI OR 4x STUD NOT ALLOWED i7 12" ISW7 12 GYPSUM 5d COOLER^ 7' O.C. 7' O.C. 7' O.C. 7' O.G. MIN. Zz STUD MIN. 2x BLOCKING 24' 37 32" 7/16• STRUCTURAL HEATHING OR 15/37SHEATHING 0aS'O.C. COMMON (0.131'z 2.5') 12'O.C. 4'O.C. 4'O.C. MIN. 2x STUD PER DETAIL 24'3Y 32" 1' O C. 17 O.C. 4" O.C. 4" O.C. MIN. 2x STUD 1- 24' 21 111'sivi' 3O.C. 17 O.C. 1O.C. 4O.C. MIN. (2}2x OR 4x STUD17 18`6 Y O.C. 12' O.C. 4' O.C. 4' O.C. MIN. (2}2x OR 4z STUD NOT ALLOWED 17 17 E%TERIOR FRAME WALLS SHALL BE SHEATHED PER ESWS. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS "5d COOLER NAIL SHALL BE MIN. 0.086 0-W LONG & 15064" HEAD. No. 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 (') REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLT$ REQUIRED AT 1ST LEVEL SHEAR WALL ONLY. RI WHEN (2)2x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFO81 SD2 0= SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS 3/4'=1'-0' 1 1 I UPLVAJ 1 RT1111 4v 1r n r UAY STANDARD 1ST FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW/ DOOR OPENINGS 0 IST FLOOR. CONTRACTOR TO FOLLOW DETAIL WF09/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW W 309/SD4 (A -A) U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10/506 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN ANWOR DETAILED ON THE FRAMING PLAN i.4. 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 I ESW.i 1 ESW6 I ESWB I ESW2 1 I 1 1 1 F SD4 APPLY TO ENTIRE 1 * 1 SDO REAR WALL OF SDOi ........ ..... _...... _.... D ;END UNIT 18 E * SD4 2 D SD4 SW D 7 7 D APPLY TO ENTIRE 1 ..........._. ................. F 7 SD4 1 E 13 7 D i REAR WALL OF SDO ._ -. .._.._ -''- 19 E :- ^ 19 13 E I D 7 D 2 I _ I END UNIT D Rm1 Hdx10 14x12 +� +� +� D 7 13 E 1 HIx10 Rm1 +� +� Hdz12 +`� 1 E 13 19 E 19 D R. H4x10 D D H4x10 m 1 D 72 19 11 13 E F 13 11 i -- --_ i M4x12 — —_—.— i i 1-- 7 D 7 13 E 7 13 E I E 19 H4xi2 E 13 7 E 13 7 to 7 D ; 11 13 F E 13 11 19 12 E A I I 1 E I d 1 E d I 1 I I FJ3 1 1 FJ3 1 - n O ^ WD Lb0 I f FJ3 FJ3 I I LANDING LAN B2x8 LANDING EA BEAM 1 WO BEAM NOTE D '-;"':: I p '"` I HEADER ATHSET I 1 B2x8 LANDING BEAM I F -- - NOTE: DOWNSET 82z8 LANDING DOOR LOCATION — -. HEADER AT TE 1 BEAM I NOTE: DOWNSET D NOTE: ATTACH BEAM TO E DOOR LOCATION I FJ6 p NOTE' DOWNSET II MIN. 3-PLY BUILT UP I HEADER AT gg NOTE: ATTACH BEAM TO N I HEADERAT COLUMN BETWEEN x MIN. 3-PLY BUILT UP / DOOR LOCATION 1j } DOOR LOCATION -FJB,- DOUBLE TOP PLATE & = NOTE: ATTACH BEAM TO E _— = COLUMN BETWEEN E NOTE: ATTACH BEAM TO O FJ5 HEADER USING HUC46 D E I IN. 3-PLY BUILT UP COLUMN BETWEEN I I 'i I DOUBLE TOP PLATE 8 E---' D HEADER USING MUC46 I _ 1 MIN. 3-PLY BUILT UP COLUMN BETWEEN B2x12 LG ANDIN DOUBLE TOP PLATE & HEADER USING MUC46 = I 62z 2 "� DOUBLE TOP PLATE & \ HEADER USING HUC48 FJS j ! E I - LANDING:. D y '.. BEAM I D 1 BEAM F^15 I E - Ba128212BW 4J LANDING .... :... BWI :: .. BW7 i• ....e Will I .. LANDING 58 BEAM ; 11 E w FJ6 BEAM :. �.. ^ I " I .... I BWI I _. i 1.......... 1 BW7 ..... BWI PLATE HEIGHT AT BOTTOM BWf I p 1 1 E w OF FLOOR SHEATHING "" 1 D __ 1 1 D __ --' p PLATE HEIGHT AT BOTTOM FJ7 .:. .... _.. FJ1 OF FLOOR SHEATHING T� E .�. I _ _ E I LL i FJ1 FJ1 M. FJ3 ( FJ3 11 E WO WO I W D 1 E C BOA I FM E E 11 FJ3 BW2 D QS f D BW2 I d APPLY TO ENTIRE 1 1 I FRONTWALLOF H2x12 H2x6 I END UNIT =_ = BW2 I H2x8 H216 =' == 1 E 77 BW2 1 D Sm I D APPLY FA BW2 ESW.i 1 DS DS H2xe H2x6 �r1 _ F,14 WALL OF Mh6 N2x12 FRONT WAIL OF FA I IA =__ _ _ I E 12 7 FJ/ _ _= END UNIT ^ ^ ^ D Y H/z12 s FA^ BW2 1 y ^ ^ ^ Y FJ4 ESW3 BV✓1 __ —_— — 1 1T5314' Rm1 H3.5x9.25 FA 2 � M 1 -- --_ —ID --_ H3.5z9.25 Rm1 H4x12 _ FJ/ D5 DS ®B ESWJ 19 13 E — --- �— --- -- D 2 D ^ J0 ^ H4x12 +` 1 H4x12 Rm1 H3.Sz9.25 1 D 12'-272 H3.Sx9.25 Rm1 iT-53/4" 149�2'-212 7 12 E I I E 13 19 ESWJ BB 1 2x4 SYP 02 EXTERIOR FRAMEWALLSTUDS Q 1Y O.C. MAX SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 2x4 SYP #2 @ 16- O.C. MAX 2z4 SYP 02 @ 16' O.C. MAX 9'$ 2x4 SYP #2 @ 16' O.C. MAX 20 SYP 02 @ 17 O.C. MAX 914' 2x4 SYP #2 @ 12' O.C. MAX 2x4 SYP #2 @ 17 O.C. MAX 101-0' 2x4 SYP 01 @ 17 O.C. MAX 2x4 SYP 01 @ 8' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 81-0' 2x4 SYP 92@IS* O.C. MAX 2z4 SYP 92Q IS- O.C. MAX 91$' 20 SYP #2@Is- O.C. MAX 2x4 SYP #2@is- O.C. MAX 94• 2x4 SYP #2 @ is- O.C. MAX 2z4 SYP #2@is- O.C. MAX 10'-0' 2x4 SYP #2 0 17 O.C. MAX 2x4 SYP 02 @ 17 O.C. MAX' EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WTHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & 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 OVERDRNEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4, IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 02 @ 16' O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND =9'-1'T.O.W. IST FLOOR ��=SHEAR WALL INTERIORIE%TERIOR BEARING WALL = 8'-7' T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1386-NR LOT 23 1386-MR LOT 24 1386-J LOT 25 1386-0 LOT 26 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 `xt;►IIIIiill' 'flop f. �Ji W e ¢� ','is Q a m • CJ_ C) m O n M - 00 C4 V to � �N O1 Z N In In C Lu m 0 J Lu i -sa =a}o FF- N - W w w Q a aiv� • STRUCIURPL ENO: TH CRAFT, x STRUC: HG oclaecx: CC JOB No. STAR-15993 SGLE: AS INDICATED MTE: 04/2423 S5 TAG H2.6 H2xe HNIO HN12 H3x12 H3.5z5.5 H3.5x7.25 H35x9.25 H5.25.11,25 HkIS r1144 OPENING SIZE W/ OPT. J' FLITCH PLATE (2)26 J2 SYP W/ OPT. j' FLITCH PLATE (2)2x10 92 SYP W/ OPT. j" FLITCH PLATE (2)2x12 42 SYP W/ OPT. j' FUTCH PLATE (3) 2x12 42 SYP M/ OPT. j' FUTCH PLATES (2)1.76k5.S LVL (2)1.75z7.25' LVL (2)1.75'x9.25* LVL (3)1 .75-xll 26' LVL 'X5.5' AFP 1.8E SHORT SPAN HEADER SCHEDULE HEADER I FASTENERS ATTACH KING STUD TO HEADER w/ (6) 0.167 x 3-1r7 NAILS ATTACH KING STUD TO HEADER w/ (8) 0.162' z 3-10 NAILS ATTACH KING STUD TO HEADER wl (10) 0.162" x 3-1? NAILS ATTACH KING STUD TO HEADER w/ (10) 0.167 x 3-10 NAILS ATTACH KING STUD TO HEADER w/ (10) 0.162' x 3-1? NAILS ATTACH KING STUD TO HEADER./ (610A62'x3-1? NAILS 0.162' z 3-1? NAILS KING STUD TO HEAD0.167. x 3.1? NAILS KING STUD TO HEAD 0.167 x 3.10 NAILS HEADER (12) 0.162" x 3.1? NAIL SEE DETAIL HD14 THIS PAGE I END VERTICAL TO KING STU 0.131.7 NAILS HEADER SUPPORT SCHEDULE SEE PLAN FOR WALL WIDTH JACKS Q EA. END KINGS Q EA. END TAG BW7 BW2 BWJ BW4 BV15 BWb 8W8 BWI BWI1 BW BW BW BEARING WOOD WALL SCHEDULE STUD SPACING LUMBER SPECIES CONNECTION & FASTENERS TOP BOTTOM 16" SYPJ2 (3)0.148"x 3-IW TOE -NAILS (3)0.14B"x31/4" TOE -NAILS 16, SVP42 (1)SDWC156M (1)SDWC15450 18" SVP42 (1)SOWC156DO (1)SDWC15450 12' SYP#2 13)0.148'x3-1/4' TOE -NAILS (3)0.148"x3-1W TOE -NAILS 12" SYP42 (1)SDWCISSW (1)SDWC15450 12" SYPM2 (1)SDWC15600 (1)SDWC16450 16' SYPJ2 (1) SDWC15600 (2) SDWC15450 16" SYP{2 0) SDWC1560D (2) SDWC15450 17 SYPJ2 (1)SDWC1560D (2)SDWC15450 12' SYPJ2 (1)SDWC15800 (2)SDWC15450 16' SYPJ2 (2) SDWC15600 (3) SDWC154W /SIDES BLOCKING NO UPLIFT 270 PLF 270 PLF NO UPLIFT 360 PLF 360 PLF 440 PLF 440 PLF 59D PLF 59D PLF 776 PLF MID -SPAN MID -SPAN 13 PT. MID -SPAN MID -SPAN 13 PT. MID -SPAN 13 PT. MID -SPAN 13 PT. MID -SPAN 1'-0"TO3'-11" 1 1 01AIVUAKU 13CAiRINU VVALL VWOI MAf J14V 1MO 4'4T TO T-11" 2 2 S'47 TO 9-11" 2 3 1. VERIFY./PLAN FOR WALL SIZE. ASSUME 2.4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF K2 OR SYP 92 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE VW(3) 10'4Y TO 17-0' 3 d 0.131"x 3 TOE -NAILS. ALL LOAD BEARING WALLS SHALL HAVE SYP02 DOUBLE TOP PLATES & BOTTOM PLATE. STANDARD HEADER NOTES 3. CONNECTORS ARE TO BE INSTALLED ® EA. STUD, REFER TO DETAIL 12 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER RESODD. SIZE INDICATED ON PLAN IS 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAYBE INSTALLED W OUT APPROVAL 5. IF'B1M CALLED OUT ON 2.d FUR. SEE PLAN FOR STUD TO STUD CONNECTIONS. MID OR j PT. BLOCKING TO BE 2x W r2) 0.131"x 3' TOE OR END -NAILS EACH END. FROM E.O.R. 2. ALL HEADER JACKSNINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 7. . WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ATTACH STUDS TOGETHER FOLLOWING DTL. WFOB/SD3. ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. 3. NAIL HEADER PLIES (INCLUDING LVL.) TOGETHER USING (2) ROWS OF 0.143"' NAILS. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REOD. IF BRG. WALL IS INDICATED'NO 12" O.C. ONE SIDE. MIN. 7 FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2X10 UPLIFT. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET TO BE TOE44AILEDEND NAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED W/HARD CASED INTO HEADER GUN NAILS AND WILL NOT REG. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 4, NAIL KING STUDS TO HEADER w/(3) 0.148-.T TOE -NAILS PER SIDE IN ADDITION TO NAILING 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MDO3/SDI U.N.O. ON PLAN. PER HEADER SCHEDULE. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 5. IF MORE THAN (I )KING IS REODD. AS PER HEADER SUPPORT TABLE, GC TO INSTALL RED'D. i I. COLUMNS WITHIN BEARING WALLS./UPLIFT THAT DO NOT SHOW ABASE CONNECTION: CONTRACTOR TO NAILS FROM 1st KING INTO HEADER THEN ATTACH KING PER DTL. Y.F08/ SOS. INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOPBOTTOM AND HAVE AN ANCHOR AS DEFINED OTHERWISE, CONTACT E.O.R. FOR RESOD. WOOD SCREVVSCREWB. BY DETAIL WF07A THIS SHEET) WITHIN 8' FROM THE COLUMN. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 13. AT NON -BEARING WALL LOCATIONS 2,4 SPFJ12 STUDS @ 24-o.c. MAX. ARE ADEQUATE. AT NON -BEARING 8. SEE DTL WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS HEADERS USE (2)214 FLAT wA3)0.131'x3 TOE -NAILS EA. SIDE AND CRIPPLES AT 24b . AT 2STORV OPEN AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. AREAS INSTALL NON -BEARING WALL STUDS @16'0.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND 9. AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: SINGLE TOP PLATE ARE ADEQUATE LEAVE A I? GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER E = /600000 psi, FB = 1500 p&, FV = 175 psi, FCfERP = 850 psi. TC CLIP. ATTACH BASE PLATE .EITHER GUN NAILS 37o.c. OR 2 (2) 0.131'k3 TOE -NAILS OR SIMPSOND ® ( ) 10. WHERE SYP 92 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.6E 0.14853 IW NAILS TO EACH FLOOR TRUSS. SHORT PAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION 14.IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE SCHEDULE ON SHEET WP1. ABOVE BEARING WOOD WALL SCHEDULE, NO SPA'S ARE REQUIRED. 11. AFP 1.6E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. TfM ID: Irr SIMPSON TITEN-HO SCREW suswn m. AS INDICATED ON THE STRUCTURAL PLANS "BASE L..MIN. ANCHOR INSTALLED @ MAX 24" O.C. W MIN. CONNECTOR'se, SIMPSON TITEN-HD, 1rI THREADED ROD, T EMBEDMENT INTO FOUNDATION. AND 10 J 11OLT, MAV BE INSTALLED AND OR SUBSTITUTED T AMIN.-1/4"EDG DISTANCE MAINTAIN 2 E DI CE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW _ --fin FROM THE CONCRETE OR MASONRY FACE. INFORMATION PROVIDEDON FOLLOWING THE INSTALLATION OR INSTALLERS: REFER TO MANUFACTURER'S THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. END INACrW[ ALL "BASE CONNECTORS' SHALL BE SPACED AS INDICATED RMWEIRMTANCHO . DRILL &EPDXY: MIN. SB" THREADED ROD. THIS SCHEDULE, 6" FROM ENDS OF WALL FRAMING, AND WITHIN 6' EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F1554 GRADE 36, Fy=36k i, FV=58ksi, VMSH lB: INSTALLED ® MAX. 32' O.C., W MIN. T I. AT INTERIOR FRAME WALLS: SIMPSON BP OR BPS12 SQ. ' EMBEDMENT INTO FOUNDATION USING WASHER OR EQUAL 7X'2'z3/18' . M1 PO U SIMPSON SET-XP EPDXY OR EQUAL, T EXTERIOR SHEATHED 2. A RISC FRAME WALLS: USE SIMPSON MAINTAIN A MIN, 2-1M' EDGE DISTANCE BPSSIS3 SQ. WASHER EQUAL .229). BP OR FROM THE CONCRETE OR MASONRY FACE 3. WHEN USING WASHERS WITH SLOTTED HOLES,A USING S SOLES, STANDARD CUT WASHER IS REQUIRED BETWEEN NUT J410M AND THE PLATE WASHER. MIN. 10 J43OLT INSTALLED Q MAX 37 O.C., 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER 2 1/4' MIN. ASTM A307 OR BETTER W/ MIN. 7- SHALL EXTEND TO WITHIN 12" OF THE EDGE OF THE 1? EMBEDMENT. MAINTAIN A MIN. 2-1W EDGE BOTTOM PLATE ON THE SHEATHED SIDE. LEG DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEG OF JSOLT SHALL BE UFF. A MIN. 1-1(7 AS MEASURED FROM SHAFT BUILDER SMALL USE AN APPROPRIATELY SIZED HEX NUT B FACE TO END OF LEG AS SHOWN THIS MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS 2,11 OF ATURN. STANDARD BASE PLATE 1/4'=1'4r BREAK SHEATHING AT KING NAIL END VERTICALS TO TO JACK STUD TRANSITION -\ KING STUD PER HEADER SCHEDULE. A CONT. PLATES w/ 0.131 x 2-1? NAILS 0 3- O.C. WALL SHEATHING. b THICKNESS AND TYPE PER PLAN VERTICAL BLOCKING 0 16" O.C. ABOVE OPENING AND AT EA. END OF HEADER CONT. DOUBLE TOP PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SEE HEADER SUPPORT A WINDOW Y SCHEDULE FOR FASTEN SHEATHING TO REQUIRED KING STUDS CONT. PLATES w/ 0.131z 2-1? NAILS 0 3 O.C. CONTINUOUS DOUBLE 4'47' MAX CLEAR SPAN BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION" SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACK STUDS HD74 BUILT-UP PANEL HEADER DETAIL 12" =1'-0" COLUMN SCHEDULE CONNECTOR SCHEDULE A (2)2x_SPF #2 BUILT UP STUD COLUMN(STUD SIZE TO TAG SIMPSON CONNECTOR NOTES TYPE VALUES VALUES MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) SPF(Ib) SYP(Ib) B (3)2x_ SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO (i)-SDWC15600 SCREW, REFER TO DETAILS I, IA, AND FRAME TO MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) 1 ❑ 2ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1E FRAME 4� 615 (4) 2X_ SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO C MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) (2)- SDWC15ODD SCREW, REFER TO DETAIL 5 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1D FRAME TO FRAME (i)PLY UM (2)PLY 940 (1)PLY 1195 (2)PLY 1075 (2) 21_ SYP 02 BUILT UP STUD COLUMN(STUD SIZE TO (1)PLY TRUSS H1GA W/(18}0.148' z 1-1? NAILS OR FRAMETO H10A 1015 H10A 1105 D MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN (2)PLY TRUSS HIOA-2 W/(18)-0.148- x 1-1?NAILS FRAME HIOA-29M H1GA-21080 E 2x_ SYP BUILT STUD SIZE MATCH WAIL SIZE SPECIFED ON THE FRAMING PLAN) M L E N THE FRAMING N) ❑q HTS20 W/(16)- 0.118' x 1-1? NAILS (2)HTS20 W/(18)-0.148" x 1-1? NAILS EACH FRAMEFRANIE FRAME TO 1215 2430 1445 2890 F (4) 2x_ SYP &2 BUILT UP STUD COLUMN(STUD SIZE TO a MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) FRAME 6 H2.SA W/(10)-0.131' x 1-1? FRAMETO 540 825 C.IxB SYP •2 POST FRAME a " SOS SCREWS & 1EPDXY 0TT2 W/ (8} 1/4" x 2-12? 4 COLUMN TO 1685 1685 CH4x8 SYP -POST ANCHOR '6 CMUIFTG. (2)- CSHP18 OR (2} CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. 9' END COLUMN TO J d8 SVP B2 POST a LENGTHS (TOP & BOTTOM) W (14)-0.131' x 2.1rI NALS EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. 8 FRAME 2060 2060 K) 10x10 SYPN2 POST (PT IF USED IN AN EXTERIOR APPLICATION 9 CSHP18 OR CS20 COILS STRAPS COLUMN TO HEADER, BEAM. OR COLUMN BELOW. MIN. 9' END LENGTHS (TOP B COLUMN TO 1030 0 1030 L 4.4 SYP J2 POST (PT IF USED IN AN EXTERIOR APPLICATION) & BOTTOM) W/ (14)-0.131" x 2-1P7 NAILS. PROVIDE SOLID FRAME BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. M 6.6 SYP i2 POST (PT IF USED IN AN EXTERIOR APPLICATION) 10 ❑ 2} 6' SIMPSON SDWC15600 SCREWS TOP & BOTTOM OF JAMB STUD COLUMNS. TOESCREW TO HEADER AND BOTTOM PLATE THROUGH WADE FACE OF COLUMN PER FRAME TO FRAME 595 8� N Bz8 SYP i2 POST (PT IF USED IN AN EXTERIOR APPLICATION DETAIL 12/SDWC 3-12'X3-1? ENGINEERED LUMBER COLUMN. PER HTT5KT COLUMN TO FOUNDATION W/ (26)-/10 x 2-i? P STRUCTURAL COVER SHEET 11 SO SCREWS. 5W ALL THREAD ROD TO CONCRETE WITH SIMPSON SET3G EPDXY. U.N.O. ON PLANS: MIN, 8" EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING 5360 5445 3-1/7k5✓11r ENGINEERED LUMBER COLUMN. PER Q STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W/2-1/4' MIN. EDGE DISTANCE. R 3-12-.r ENGINEERED LUMBER COLUMN. PER STRUCTURAL LSTA78 W(11)0.1 q8" x 2-ST NAILS (CENTER STRAP ON HE0 COVER SHEET 12 STUD) STUDS STUDS i115 1236 g 3-1219.1? ENGINEERED LUMBER COLUMN. PER (2)lSTA18 W/(14}0.143 x NAILS EACH (CENTER HEADER TO STRUCTURAL COVER SHEET 13 O STRAP ON STUD) ON S STUDS 2230 2470 To 1-1-5- - ENGINEERED LUMBER COLUMN. PER NGLE W/ (8} 0.131' x 1-1? NAILS ®18' O.C. °FROM EA ENO, PROVIDE WEB FILLERS AS FRAMETO 300 PLF 348 PLF STRUCTURAL COVER SHEET FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) (LATERAL) V 5-I-r ENGINEERED LUMBER COLUMN. PER BTRUCTURAL (4)1/4"z 1-10 SOS SCREWS & (4)1M'x 3SDS FRAME TO 840 1165 COVER SHEET tH.Al. SCREWS FRAME (LATERAL (LATERAL) 71T ENGINEERED LUMBER COLUMN. PER STRU TURAL 28VW(28)-0.148x 3AW NAILS CENTERED STUDS TO 2325 2690 COVER SHEET SEAM/GT W (24}0.143 x 3-114" NAILS CENTERED W STUDS TO 1993 2305 3-1?z11-7/3ENGINEERED LUMBERCOLUMN.PER -114' CLEAR SPAN& 4END LENGTHS S- ISTRUCTURAL COVER SHEET18ONCEALED FLANGE HANGER W/(12) 0.167 x 3-I? NAILS & (6) 0.148' x 3" NAILS FRAME TO FRAME U = 981 R = 1866 U = 1077 R = 2166 5-1/4' x 9-1? ENGINEERED LUMBER COLUMN, PER Z STRUCTURAL COVER SHEET 19 HTT4 W(I6}0.162' x 2-1? NAILS W5B" EPDXY ANCHORE4,7 COLUMN TO FTC. 3640 SYP: 4325 PSLR VL: 3812 STANDARD COLUMN NOTES CONNECTOR NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WFOB/SD3. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 1, UNLESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL STRUCTURAL MEMBERS: BE P.T. OR WOLMANIZED. A. TRUSS OR BEAM TO MASONRY (PERPENDICULAR CONDITION) NOT APPLICABLE 3. CONTRACTOR TO USE BASE CONNECTORS SPFBVP S. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CDNDmON), WITH AMINIMUM EWE NOT APPLICABLE EX SOLID POSTS. ATT TERIORIOR CONDITIONS DISTANCE OF 3' 3j'NAILS &j'EPDXY ANCHOR WHIN. 7, EMS DMEw/(12)(1.167x OX6T EMBEDMENT 66ZDME w/(12)<1.162'43}'NAILS &}'EPDXY ANCHOR wIMIN. C FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDITION), WITH A NOT APPLICABLE MINIMUM EDGE DISTANCE OF 1-1/2" 7'EMS T EMBEDMENT D. ALL ROOF TRUSS/PURUN/RAFTER TO FRAME PERPEN DICULAR CONNECTION ( ) a2 I EA. OR ❑3 / EA SK8: ABUBBZ V(18)0.16Z'x 3j" NAILS & (2)r EPDXY ANCHORS W/ E. HIP JACKS LESS THAN 7'-0'LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPLIFT OF 535 a/EA. OR OI EA. MIN. T EMBEDMENT 1 Ox10: ABU 101 OZ wg22) 0.162 x 3j' NAILS & (2)t EPDXY LBS. ANCHORS w/ MIN. T EMBEDMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. 4. POSTAVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3}0.131" AND BASE PLATES U.N.O. ON PLANS. x 3" TOE-NAILS- 5 PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER 2. IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3}0.131' X 3" TOE -NAILS. ALL HEADER SUPPORTS/COLUMNS. 8 SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 3. STRAP MAY BE INSTALLED OVER MAXIMUM 23132" SHEATHING, USE 2-1/2" NAILS I.L.O. 1-1/2" NAILS. SPECIFICATIONS. 4.PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMPSON SPECIFICATIONS. HEX NUTS SHALL BE WRENCH TIGHT. 1/3 TURN. 7. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER 5. ALL THREAD ROD TOMASONRY OR CONCRETE WITH EPDXY. MIN. 7"EMBEDMENTGE GROUTED CMU OF JACK STUDS REQUIRED. WALL W/2-1/4"MIN. EDGE DISTANCE. MIN. 7"EMBEDMENTTO CONCRETE FOOTING W/2-1/4°MIN. EWEDISTANCE. WA ENTON CONCRETE 6. 5/8- ALL THREAD ROD TO MASONRY WITH SIMPSON SET-XP EPDXY. MIN. 15' EMBEDMEWTO GROUTED CMU CORE CONTAINING AT LEAST (1) VERTICAL IM OR B5 BAR. MAINTAIN 2-1/4-MIN. EWE DISTANCE. IF THREADED ROD CAN BE CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO 12°. 7. 5/8° ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O. ON PLANS: MIN. 7" EMBEDMENT TO CONCRETE FOOTING W/ 2-1/4- MIN. EWE DISTANCE. FULL CAPACITY ACHIEVED WITH 12" END DISTANCE FROM EXTERIOR CORNERS. MINIMUM DISTANCE FROM CORNERS IS 2-1/4' WITH A CAPACITY OF 2650 LBS. 8. REFERTO SIMPSON LITERATURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN & END LENGTH MEASUREMENTS. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) TO BEAM: SIMP. HU46OR HUC46 w/ (12)-0.167x 3j' (2)2x6 SYP NAILS & (8)-0.148"x 3' NAILS. (2165/ UPUFT=1135) B2X6 WITH 112* FUTCH TO MASONRY: SIMP.HUW OR HUC46 W(8),IWx 23/4' PLATE TAPCONS &V0.148'x 3.(U=760/R=20W) ON MASONRY: MSTAM24 w/(9)-0.148" z 3' NAILS & (5}7/4-x2AW TAPCONS (UPLIFT =1375) TO POST: SIMP. KTS20 OR LSTA78 (UPLIFT=1235) TO BEAM: SIMP.HU48 wRl4}0.16n 3j- NAILS & (2)8112 SYP (6}0.148'x 3' NAILS. (2530NPUFT=1135) B2x8 WITH 1/1' FLITCH TO MASONRY: SIMP. HU48 OR HUC48w/(60.148S13 PLATE NAILS & (10}j"X 2t'" TAPCONS. (25000PUFT=1135 ON MASONRY: MSTAM24 w/(9)-QI48' x 3 NAILS & (5)- j' X 2j" TAPCONS (UPLIFT = 1375) TO POST: SIMP. HTS20OR LSTA18 (UPLIFT=1235) TO BEAM: HU410 w/(18)0.167X 3? NAILS & (2)2xl0 J2 SYP TO MASONRY' SMPAHU4100 OR HUC4101w/ B2z10 WITH FLITCH (10}0.148'x SNAILS&(14}j'x2j'TAPCONS. PLATE (3500/UPUFT=IB0D) ON MASONRY: MSTAM24 w/(9)-0.148' z 3 NAILS & (5} jr x 2j' TAPCONS (UPLIFT = 1375) TO POST: SIMP. HTS200R LSTA18 (UPLIFT=1235) TO BEAM: HU410./(18)-0.162x 3? NAILS & (2)2x12 M2 SYP (10)-0.148"x 3" NAILS. (3250/UPLIFT=1795) 82112 WITH 12' FLITCH TO MASONRY: SIMP. HU410 OR HUG410 w/ PLATE (10)0.148x 3 NAILS & (14} j" x 2- TAPCONS. (35OOtUPLIFT=1800) ON MASONRY: MSTAM24 w/(9)-0.148' x 3 NAILS & (5} j" x 21' TAPCONS (UPLIFT = 1375) TO POST: SIMP. HTS20OR LSTA18 (UPLIFT=1235) TO BEAM: HU410 W(18)-0.167z 3? NAILS & (10)-0.14Wx 3' NAILS. (3250AJPLIFT=1795) B3.5z1125 (2)1.75k11.25- TO MASONRY: SIMP. HU410 OR HUC410w/ LVL (10).0.148"x3"NAILS&(14}j"x2j'TAPCONS. (3500/UPLIFT=1800) ON MASONRY: MSTAM24 w/(%0.14W x 3 NAILS & �TO BEAM: HU4111 w/(18)t).162'4 3? NAILS & (10)0.148'x 3- NAILS. (3250/UPLIFT=1795) 3.SX11.875 (2)1.75"01'875' TO MASONRY: SIMP. HU410OR HUC410 W/ LVL (10)0.148"x 3 NAILS & (14} j• x 2t TAPCONS. (3500/UPLIFT=1800) ON MASONRY: MSTAM24 W(9)-0.148' X 3 NAILS & TO BEAM: SIMP. HU410 W/(18)-0.167x 3? & (10)-0.148" x 3" NAILS. (32501UPLIFT=1795) TO MASONRY: SIMP, HU410 OR HUC410 w/ B3.SXi6 (2)1.75*x16' LVL (10)-0.143 x T NAILS & (14)-j'x 2j' TAPCONS. (3500NPUFT=1800) ON MASONRY: (2) MSTAM24 w/(9)-0.148"x 3' NAILS & (5} j' x 2j" TAPCONS EACH STRAP (UPLIFT-2750) 'NAIL BEAM TOGETHER USING (4) ROWS OF 0.148' x TO POST: (2) SIMP. HTS20 OR LSTA18 (UPLIFT=2470) ON MASONRY: (2) MSTAM24 w/(9)0.148". 3' NAILS & 55,26.16 (3)1.75°X16' LVL (5}P x 2j" TAPCONS EACH STRAP(UPLIFT = 2750) 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF 0.148113j" NAILS @ 6' O.C. EACH SIDE TO POST: 2l SIMP. HTS20 OR LSTA18 UPLIFT=2470 ON MASONRY: (2) MSTAM24 wl(9)-0.1487t 3 NAILS & B3.5X20 (2)1.75"x20' LVL (5} j' x 2j' TAPCONS EACH STRAP (UPLIFT = 2750) U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF OA 4V71:* NAILS C 6' O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 0.148-x 3 j" NAILS Q 12"a.c. m P. ONE SIDE WS USE 3 ROM WHEN ZOO OR LARGER. MIN. 2' FROM TOP AND BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHER USING 3 ROWS OF 0.148' z ' NAILS 6( 1 'o.c. TVP. ONE SIDE MIN. 2' FROM TOP AND BOTTOM OF BEAM 2. VERIFY./PLAN CORRECT LENGTH OF BEAM REDD. (MIN. 7' BRG. EA END OR MIN, 3 BRG. ON MASONRY) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. S. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS -ki1 ■■�QWj1 CONNECTOR LEGEND H=1 id w O W z0 z z 0 W /_^�6 J VJ W J w F- O W = Z Cn ;titui rrr�F � V � � 1 � � o y'j u F h F$ nit a go 0 o c V 4:.: : _ O� WE F e M C vm c z 0 H � c wDo m J -S Q U) MX z - 1.- a:WO U) 4 • S SIRUCT: HG >< aC CHECK: CC 0 w JOB No. STAR-15B93 r 6CAlE: AS INDICATED S5.2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 8,4r 2x4 SYP i2®Is- O.C. MAX 2x4 SYP i2@16.O.C. MAX 94T 2x4 SYP i2@Is' O.C. MAX 2x4 SYP k2 Q 12- O.C. MAX 9'1" 2x4 SYP 02 0 12- O.C. MAX 2x4 SYP 02 @ 12" O.C. MAX 101-0' 2x4 SYP 01 @ 12- O.C. MAX 2x4 SYP 01 @ B' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE -f 81401 2x1 SYP 02 ®IB' O.C. MAX z 2.4 SYP 12 @ 16' O.C. MAX 94r 2x4 SYP 02 Q 16- O.C. MAX 2x4 SYP i2 016- O.C. MAX & 9'd" 2x4 SYP 02 @ Is- O.C. MAX 2x4 SYP i2 @ Is- O.C. MAX 10147 2x4 SYP 02 ® /2' O.C. MAX 2x4 SYP i2 0 12- O.C. MAX O EXTERIOR FRAME WALL NOTES w 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. O 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE U FRAMING PLAN. Z 3. SEE DETAIL WF10/504 FOR REQUIRED WALL SHEATHING o THICKNESS & NAILING PATTERN. j 3,1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF m NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO p BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE rc SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF 0 EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO T BE MIN. SPF 02 @ Is- O.C. MAX U.N.O. ON FRAMING PLANS. I STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WNDOW / DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - WS02/SD3 OPENING SITTING ON WOOD BEAM - W54&SD4 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD4 U N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF70fSD4 AT ALL LOCATIONS AS REQUIRED. S. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PUN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND = 9'A' T.O.W. IST FLOOR 'LLllLCLl3=SMEAR WALL INTERIOR/EXTERIOR BEARING WALL ®=8'-I'T.O.W.2NDFLOOR INTERIOR/EXTER[OR BEARING WALL 'A' = ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DO ES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OFANY TRUSSES 1386-NR LOT 23 1386-MR LOT 24 1387-J LOT 25 1386-0 LOT 26 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND ROOF FRAMING PLAN 1/8,t1,-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. ���`E;111131/ //ldtt bee ••• �011 g^� •,sue 2 O • C) • E.�wy4 �• 4 i coo ♦ w• 06` , 4' (st.7�1 t ] ' 111li `W'" � 40 ux N Z M LU 0 � m J 2 Q Z x ro (7 I— �Wp <a}y N < } E- TH DL CHECK: CC 0 w A'l6 No. STAR-15 t SCALE: AS INDICATED w CATE: 04124 S5.3 ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SYP82 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2)-2x TOP PLATE PER PLAN. - NAIL SHEATHINGW (2). ROWS 0.131' x 2-1Z NAILS & 3' O.C. SHEATHING TO HEADER W — 0.131' x 2-12' NAILS AT 3' O.C. HORIZONTALLY & VERTICALLY AT PORTAL FRAME. MIN (3)-2x JACK & (1)-2x KING STUD - (3)-2x JACK STUDS -- MIN. 7/16' STRUCTURAL 1 SHEATHING, OR 15GY EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO MID -HEIGHT OF FLOOR SYSTEM. AIL ALL EDGES TO STUDS OR COLUMNS W/ 0.131'x2-12' NAILS 0 3- O C. & 3- O.C. IN THE FIELD. 2 2x BOTTOM PLATE. NAIL TO — SHEATHING W! (2) ROWS 0.148" x 3 NAILS ® 3' O.C. GARAGE PORTAL FRAME FRAME 3-1? x 11-1/4' HEADER PER PLAN. EXTERIOR SHEATHING & NAILING PER DETAIL WFIMD4. ELEVATION! VA/q AO63TSVP�PI11 "'JNDER2ND FLOOR JAMB COLUMNS. ITT ONTUDS ® WALL (GARAGE OPENING) MIN. (3)-a4 JACK STUDS & (1) 2x4 - . NG STUD. NAILED PER SiTANDARD HEADER NOTES. SHEAR WALL SEGMENT (DIMENSIONED THIS DETAILHSALL BE I STALLED CONTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING, SHEAR WALL (2}2x BOTTOM PLATE. NAIL TO i I SHEATHING W/ 2 ROWS 0A48'x3- Nals 03•o.c. FOUNDATION PER PLAN. EXTERIOR ELEVATION 12 =l, (r V Z z LU d O F- Z W (2)CS20 STRAP W 0.148' x 3' NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN. 9'END LENGTHS. (2).2c BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN ` THIS DETAIL FOR CLARITY. 3.5' x 1125' HEADER PER PLAN. (2)-LSTAIS OR (2)-CS20 STRAP W/ 0.148' x 3' — C7 NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. 9' END LENGTH OVER Z JACK STUD. (2}DI BLOCKING BETWEEN STRAPS Z AND HEADER a (GARAGE OPENING) O HTT4 BASE CONNECTORS W (18)0.167. 2-12' - >- NAILS & 5W THREADED ROD W/ MIN. 12 EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-1/4' EDGE Z DISTANCE FROM FACE OF CMU ttvl SIMPSON D(T(T2Z W/ BH 1 MOXY' x 2-1/2' SDS f` ANCHOR SHALL Hjr AVE M N 7' EMBEDMENT i - BELOW LOWEST GARAGE OR PORCH SLAB W/ SIMPSON SET-XP EPDXY. 1 J •FOUNDATION.PER PLAN' ' j. (1)ANCHOR BOLT CENTER OF SHEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET. INTERIOR ELEVATION E FASTEN FLOOR SHEATHING TO TOP PLATE OF SHEAR WALL W/ (2) 0.131' x 2-10 NAILS Q 4- O.C. 2.4 SYPi2 BLOCKING 0 2P O.C. W/ (2) 0.148' x 3' TOENAILS EA. END. FLOOR SYSTEM PER PLAN. SHEAR WALL PER PLAN, BALLOON FAME TO FLOOR SHEATHING. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. 3/4'=1'4r OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND III��� 2. OR (2)-2x BLOCKING PER SCHEDULE AT ALL PANEL EDGES ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF (\ AND SPLICES. (3)-0.131' X 3- TOENAILS 4D EACH END. NAIL A SINGLE OPENING LARGER THAN le'WIDE x 48' TALL IS REQUIRED, OR IF I \PANELS TO BLOCKING WTH EDGE NAIL SPACING. THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS 8 $0. FT. (2)-2X TOP PLATE, •�� � � �a �a�a�a� �aa�a —a—alp —w� �a—ate � �aw.�� INNER ei l._-_�q I \,l �1 1i�l 11�_ _1 �11�\� Z�ii --_ _ �� - �1_ -H jlIjCONTINUESHEATHING AND � l• ��ABOVE I1 I I I I' I 1 I I ON FRAM ING I II ��CSUTUDS END NAOILMS TO TOP I lil ilk.III I TYPICAL INTERIOR SHEAR WALL SCHEDULE FIRST ANCHOR AT 1' TO H1 IY-FROM ENDS OF WLLL. J BOTTOM PLATE SPLICES, OR HOLD-DOWNS. 3l4'=1'-0' REFER TO DETAIL WF07/SD2 FOR CONSTRUCTION REQUIREMENTS. SHEAR WALL END COLUMNS AS INDICATED PER FAMING PLAN. OPENINGS SHALL BE LOCATED AWAY FROM THE END OF THE WALL AT LEAST 113 OF THE WALL HEIGHT. - MID SPAN WALL BLOCKING U.N.O. ON FRAMING PLAN - STRUCTURALSHEATHING 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. ~ H UQ Z e �� o a LL U �N r v 50 6 t) J =0 N . F W — 04 QS UJ w� 0Lu q n V O F LU L � `L<33i � W.O (. u. S 6 K LU H � i O V w _ a m C Z M N O a? in w � V c W =O u w5 IL Z t-a3 o U J�X Z QLU aLU}0 o a U) V F- • i f p STRUCTURAL END: TM yj DRAFRND: O STR . HG � DC CHECK: CC 0 w JOB No. STAR-15993 = SCALE: AS INDICATED w DATE: 042d?3 Q V O S6 GARAGE BUCK DETAIL DORMER FRAMING DETAIL SIMPSON ... _ . DIAGONAL TO BEAM 2402 CENTER BUCK 18 DIA. ANCHOR CENTERED 2.6 PT, BUCK EACH SIDE OF OPENING (5)1/2'en5- LAG BOLT AT EA. DOOR BUCK, EA SIDE OF DOOR. PROVIDE 2x 3NS' THICK WASHER WB EA. ANCHOR. (1st BOLT TO BE 8' MAX. ABV. CURB, REST EQ.SPACED -24" O.C.) END VIEW w/CMU HEADER (SEE PLAt 7H6" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. (2) 0.131' x 2-12' NA EACH END EEN��D VIEW w/ WOOD V1IFA ARCH WINDOW FRAMING DETAILS 12'=1'4T I v 3/4'=1'-T O21 STUDS 0 16" O.C. FOR KNEE WALL F OLSTA18 B 0 32- O.C. STUD TO ROOF FRAMING BELOW, SLIT ROOF SHEATHING FOR STRAP OC CONIT. ROOF SHEATHING NAIL PER PLAN V, PROVIDE 214 BLOCKING W/(2) 0.162' x 312" NAILS EACH O END TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT UNE UP ABOVE ROOF FRAMING BELOW AND CONNECT W/ SIMPSON HTS20 0 3Z' O.C. OROOF FRAMING TRUSS PER PLAN BELOW A J F O 2, PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CF0150! OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPUER B O DOUBLE TOP PLATE H O SIMPSON H3 OR H6 0 EA. END OF TRUSS OR RAFTER ^ COMMON TRUSS PER PLAN OR CCIIV, FRAMING R ^V O CF2a/S01 .1 AND RSTRUCTURAL ROOF FINISH HPER ARCHITECTURAL PLANKS V CURVED ROOF TRUSSES PER OR CURVED K O w/ RAFTERS (2) LAVERS 3/4' COX SHEATHING HEATHING NAILED 0 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQD NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF 12'-1,,r FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGA70 0 32' OC SIMPSON HGA10 0 32 W/ (4)1/4' x 3' SDS TO TOP O.C. W/ (4) 1/4Sc 3' BOB PLATES & (4) 1/4-x 1-12' TO TOP PLATES & (4) SDS TO TRUSS 1/4'x 1-12' SDS TO TRUSS SHEATHING NOT REQD SHEATHING NOT REQD TO BE CONT. 0 THE TO BE CONT. 0 THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE 2. TOP PLATE FASTEN SIDE WALL BEAM PER PLAN SHEATHING PER PLAN, EXT. SHEATHING; SIMPSON 111. ATTACH PER PLAN DIAGON PLATE BEAM CONNECTION v FRAME WALL CONNECTION GABLE END TRUSS PER PLAN. TYP. REOD GABLE END "L' AND/OR _r BRACING STRONG BACK PER GABLE WHERE O.M > 9. END BRACING CHART REFER TO GE315D2 2x4 SYP t2 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFYWHICH 016' O.C. MIN (2) TRUSS BAYS g MAX PLYWOOD CONDITION IS REQUIRED. CONTACT FOR FOR ADDITIONAL INFO AS REO'D BACK FROM GABLE END (MIN. 43) CANI A23 DIAGONAL TO ' TRUSS BOTTOM CHORD.REFER TO GE02 FOR REQD PLYWOOD BRACING TYP. SHEATHING & 2x4 SYP #2 BOTTOM NAIUNG PER CHORD BRACING 016' PLAN SHALL O.C. FOR FALSE BEAM RUN CONT, ATTACHMENT W (3) ? ACROSS GABLE 0.142 3 TOE -NAILS TO BOTTOM OF EA. END MIN. (2) LL FALSE BEAM. TRUSSBAYS BACK ATTACHED PER FROM GABLE END I UNG (MIN. 48') SCHEDULE 2x TOP PLATE TO MIN..4 SV1>r2 GABLE END W/0.148'4 STUDS 016' 3.1/4- NAILS 0 6' O.C. O.C. WI SINGLE Z 14 SYP Y2 FRAMING FOR FALSE BOTTOM &TOP BEAM 016' O.C., IF REOD WI(4) PLATE W/ (3) 0.14813 NAILS 0 EA. TRUSS 0.148'x 3 NAILS BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2x4SYPi2HORIZONTAL PER PUN BLOCKING 0Is- O.C. W/ (3) IFREQD 2.4 i2 SYP 0.148113 NAILS EACH END BLOCKING BETWEEN CMU WALL CONNECTION STUD CLEAR SPAN CONNECTION FRAME OLMN IS A SINGLE 2, ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WIDE :� 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 I O.C. w/ (3) 0148' x 3-1/4' SHEATHING PER PLAN TOE -NAILS TOP & iEE TYPICAL HEADER SHEATHING PER PLAN BOTTOM NTYP. TRUSS TO FRAME ;RIMIRAMI G DETAILS FOR TYP. TRUSS TO FRAME CONNECTION PERkDDIT NOTE: IF PANEL SPLICE NFORMATION NAL CONNECTION PER STD. CONNECTOR IS NEEDED IT SHALL HEADER CAN BE STD. CONNECTOR _ NOTES OCCUR WITHIN 24' OF TITHER UPSET OR NOTES FRAME OUT TO BLOCK MID -HEIGHT. BLOCKING )OWNSET) FRAME OUT TO BLOCK EDGE AS REQD IS NOT REQUIRED. EDGE AS REO'D !x W/ (2) 0.162 x 3-12' fOE-NAILS EACH END LAST STUD OF 3) 0.162" x 312'NAILS TYP.) N4 SPF CONT. ILOCK INS ATTACH TO '/Is- OSB WI (2) ).131' x 2-10 NAILS 'N6' OSB EACH SIDE, M/0.113x 2NAILSO S. O.C. TO SIDE & TOP 4AILER x BUCKS, LAST STUD OF KNEE WALL I KNEE WALL JOINING UP I JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO (2) 2x TOP PLATE TO MAIN HOUSE WALLS SMALL BE I (2) 2x #2 SYP SEE PLAN MIN. (2) 21 FULL HEIGHT WALL I ATTACHED TO MIN. FOR BEAM SIZE STUDS W/(2) 0.162x 3-1/2' 01 I (2)2x FULL HEIGHT NAILS 0 12 O.C. I I WALL STUDS W1 (2) 0.162 z 3.10NAILS (2) 2x PLATE I MIN. 2x4 SPF #2 KNEE WALL (2) 2. 02 SYP SE E PLAN 0 12- O.C. WITH STUDS 016" O.C. W/ FOR BEAM SIZE I 2x4 SPF N2 KNEE WALL I STRUCTURAL SHEATHING ' WITH STUDS 18" ON BOTH SIDES FROM TOP I BUDDER FRAME O.C. W/ STRUCTURAL I OF WALL TO BOTTOM OF RADIUS AS REQD SHEATHINGING ON ON BOTH BEAM. ATTACHED PER I SIDES FROM TOP OF � NAILING SCHEDULE I WALL TO BOTTOM OF I OTHERWISE SP2 CUPS _ ^ 1. BEAM. ATTACHED PER BUILDER FRAME EACH STUD TO DOUBLE TOP NAILING SCHEDULE •,--1- RADIUS AS REQD PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE 01 KNEEWALL AT DOWNSET BEAM INVFM KNEEWALL AT UPSET BEAM / �/ 3/4' 14r IU SEE GE02 OR GE31/SD2 FOR OUTLOOKER OR SHEATHING 0.131"x 2-12' NAILS O 4-O.G. CONV. FRAME OR VALLEY TRUSSES SEE GE02 OR GE31/SD2 FOR OUTLOOKER OR SHEATHING CANTILEVER CANTILEVER I PER PLAN _ VALLEY TRUSS GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHEDULE EXr SHEATHING; ATTACH PER CONT. PLYWOOD ROj NAILING SCHEDULE SHEATHING PER (2) 0.162x 3-12' NAILS NAIUNG SCHEDULE TO EA, COMMON OPT. 2z4 BLOCKING TRUSS PERK TO EA. VALLE TRUSS NAILED TO SIMPSON LTA2 0 4' 0' TRUSS BELOW 0 2C O.C. GABLE TRUSS TO SPAN ROOF O.C. WI (2) 0.162x 3-MASONRYORMAIN NAILS TYP. SIMPSON HGA70 0 32 TRUSSO.C. FRAME WALL.UPLIFT CONNECTOR ATTIC BELOW TRUSS SITRUSS BELOWUSIN(SEE SCHEDULE) (3) 0.162x 3.12" NAIL MASONRYWALL 2. BLOCKING W/ (3)) SHOWN, SEE PLAN 0.148"x3-1/4" CONNECTION TO WALL FOR WOOD OR TOE -NAILED 0 EA. END MASONRY CONNECTON TO TRUSS EO GABLE END AT VALLEY FRAMING CONN. (WALL & TRUSS) L1 3/4'=1'4Y 9' MAX PLYGOD CANT. OH. 2,4 BLOCKS, (2) 0.162x 3-12' NAILS 0 EA END. zV LE. FOR O.H. SIZE NOTE: ALL GABLE BLOCK ADJ. BAYS 0 EA. DIAG. AS SHOWN. BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS WI WHERE O.H> 9•, SYPs2 OR BETTER 0.131'x 2-12' NAILS 0 6' O.C. (4) BAYS MIN (1) REFER TO GE31/SD2 BAY AFTER BRACE IS REQD) \ 12 2x6 SYP 02 DIAGONAL 12 BRACING 0 48' O.C. MAX AS REQUIRED PER 0.143x 3 GABLE BRACING ILS DIAGONAL CHART 12 ACE TO \ GABLE BRACING I[.)OCKING 1272 SEE CHART MAX MID HEIGHT OR PROVIDE 2x4 BRACE irIRD HEIGHT TO EA. ADJ. DIAG. STRONG BACK FASTEN TO DIAG. AS REQD PER W/(2) 0.162x 3-1? 2t6 SYP #2 GABLE BRACING NAILS. DIAGONAL At. CHART 2. BRACING, SPACED A _, GABLE END ¢ i 048'O.C. SHEATHING Occ BEGINNING 6'4' '•. FASTEN PER Y FROM EAVES `, PLAN. GABLE BRACING CHART H GABLE BRACING + UP TO 3'-3 NO BRACE REQUIRED T-3' H!4'-1(' (1)2x4 L-BRACE 4'-10' < H f 6A' (2) 2z4 L-BRACE (SEE SECTION A -A) 6'-1 H4124i STRONGBACK & DIAGONAL BRACE 0 MID41EIGHT 12'- < H12747' STRONGBACK & (2) DIAGONAL BRACES 0 15 AND 2G HEIGHT SEE GABLE CONNECTION DETAIL FOR REQD CONNECTIONS 2z4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 0.146 x 3 NNLS (1) A23 FROM STRONGBACK TO DIAGONAL BRACING 2.4 L43RACE IF REO'D SEE CHART. 0.148'x 3 NAILS 06'O.C. GABLE VERTICAL - r� 2ND 2x4 L-BRACE IF - -- REQD, SEE CHART Lam- 2z6 A -A GABLE VERTICAL L-BRACING 0.148'x 3 NAILS 0 8" O.C. EO GABLE END BRACING (140D or 150C) STRONGBACK DETAIL 3/4'=1'4T If MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the 2x4 BLOCKS, 0.131'z 3 NAILS 0 EA END. BLOCK ADJ. BAYS 0 EADIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/ 0.131"z 2-1/r NAILS 0 6' O.C. 3/4'=1 -0' 0.131'x 2-1(P NAILS 0 4- O.C. CONY. FRAME OR VALLEY TRUSSES PER PLAN I MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY MTT4 W/ SB" ALL - THREAD ROD, 7' MIN. EMBED AND MIN, 1.75' EDGE DISTANCE USING SIMPSON SET EPDXY OR EOUIV. ATTACH TO COLUMN USING (18) 0.162 x 2 12' NAILS FOUNDATION PER - PLAN; SEE MF10/S3 FOR CORNER BARS PORTAL FRAMING DETAIL HEADER OR LVL REOD TO BE FULL LENGTH OF GARAGE SIDE OF SHEATHING W (22)0.148' x 3' NAILS EA WALL SHEATHING PER WF10/SD3 WN.131' x 2-12' NAILS 0 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, TOP PLATE, BOTTOM PLATE) -TYPICAL Zx SYP 42 PT SILL PLATE; IF OVERALL DIM ALLOWS ATTACH W/J-BOLTS/ EPDXY ANCHORS 0 32 O.0 PER BRG WALL SCHED. NO BOLTS WAR 12' OF BASE CONNECTION RECESSFOR PAVERS 0 PLYWOOD CRICKET 2 RAKE W/ FLASHING DOWN TO ROOF BELOW & FACIA OVER TOP (2) LAVERS OF 1' THICK GYP. SHAFT LINER PANELS, UP TO UNDER SIDE OF SHEATHING NO SIDING UNDER FACIA IN THIS AREA, JUST EXPOSED FLASHING CRICKET DETAIL SHEATHING PER PLAN WHERE O.H. IS> 9, REFER TO GE311S02 CONT. 2x4 (5) 0.131'x 3 NAILS NAILS BRACE TO BLOCKING GABLE END PROVIDE 2x4 BRACE _ SHEATHING FASTEN TO EA ADJ. DIAG. PER PLAN FASTEN TO DIAG.W/(2) 0.131"x W NAILS, SPLICE AS REO'D GABLE'L' BRACING, SIMPSON H1OA DIAG. SEE CHART FROM TO BLOCKING DETAIL GE02 GABLE BRACING AT RIDGE AND 043 O.C. MAX 45' FROM TRUSS PER PLAN HORIZONTAL (-P 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; PROVIDE 2z BLOCKING MASONRY)MAY ALSO BE FOR NAILING PROVIDE BLOCKING BETWEEN TRUSS BAYS 21145VPi2 BLOCKING 0 43 O.C. FOR FIRST 3 BETWEEN TRUSSES BAYS W/(2) 0.162-x 3-12" TOE -NAILS EA END EO GABLE END @ FLAT CEILING W1 BOSTON HIP 3/4'=1'-0 expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ?�•� `PJ N �i ��r _ R L _ CAR 1-, _e�r�� 4� J W J Q W Z /W V ma da C 7 + dm � Z M O N co m J S - Q Z =a0 - (7 0 IX W Q aia� • TH < STRWT: HG K QC CHECI(: CC w JOB W. STAR-15933 t - ASINOICATED PATE: 042423 =1 SD1 NOTE: PLATE LENGTHS MUST BE AT LEAST V 0" LONG. TYP. TOP SPLICE@ DOUBLE 2X4 TOP PLATE OTC. (2) ATTACH Zx4 STUDS TO TOP 0131SIMPSON 0.131' x 2-12 NAILS PLATE W/ (3) 0.148St 31N' IN TO BLOCKING, (4) TOENAILS TYPICAL AT ALL NAILS TO TRUSS PER PLAN 0.131' z PLATE TOP PUTE LOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD PIPE OR DUCT WI (2) 0.148-x 3' NAILS @ 3' O.0 PENETRATION OF MORE WITHIN 48' OF SPLICE THEN / THAN 50% OF TOP (2) ROWS 0.148'x 3" NAILS @ PLATE WIDTH INSTALL W O.C. OTHERWISE SIMPSON PSPN516Z W (12)0,1 312 NAILS TYP. TOP & SOT. ATTACH 2X4 STUDS -� (2) 0.14TX3r NAILS @ 3' TO TOP PLATE W/ O.C. WITHIN 48' OF (3) 0.148-x 31/4" SPLICE THEN (2) ROWS TOE -NAILS TYPICAL 0.148' x 3" NAILS @ e' AT ALL LOCATIONS O.C. OTHERWISE 2x4 WALL BEYOND AGAINST 2z8 STUDS tg, ATTACHED PER 4lWA, (WFWSD2) ATTACH ZIt8 STUDS TO TOP PLATE W/(4)QI48Y3,/4' TOE -NAILS TYPICAL AT ALL LOCATION IA SYP82 BLOCKING, TYPICAL TOP PLATE SPLICE @ BRG. WALL (ffo @ 2' O.C. W/(2)0.14W 3/4`-1'T z 3-1/4' END NAILS @ EACH END. SEE ROOF SHEATHING, WALL SHEATHING PER PIAR NAIL PER PLAN PLAN DOUBLE TOP PLATE 2x WALL, SEE PLAN SIMPSON SP4 OR SP2 @ EACH STUD STD CONDITION @ FRAME WALL (4)0.148"x3 NAILS PRE -ENGINEER ROOF TRUSS - SEE @ EA BLOCKING TO FRAMING PLAN FOR PLATE SPACING EXTERIOR SHEATHING TRUSS PER PLAN TRUSS PER PLAN SEE PLAN FOR NAIL PER PLAN (2) 0.148' x 3 NAILS CONNECTION TO BOTTOM CHORD 2x BRG WALL, SEE @EACH END OF PLAN FOR STUD SIZE & BLOCKING SPACING. MIN (2) Zx 2z4 SVP i2 FLAT UNDER GIRDER TRUSS (2) 0.148' x 3 NAILS TO -LOCKING, @ 24' O C. U.N.O. BOTTOM CHORD W/ (2) 0.148" z 31M' END *EACH END OF NAILS @ EACH END. 2x BLOCKING BLOCKING SIMPSON LSTA24 EACH WALL SHEATHING PER PLAN STUD 2x WALL, SEE PLAN 2X BRG WALL, SEE PLAN FOR STUD SIZE 8 PRE{NCI. ROOF TRUSS PER PLAN SPACING. IN (2) 2x ALT. BLOCKING @ FRAME CONDITION UNDER GIRDER TRUSS USN 0. SEE PLAN FOR CONNECTION �VF06 WALL CLIP DETAIL (150MPH EXP.CMAX) (�r141 SECTION@DOUBLEBEARING 314"=l'-V 3/4"=,'-V 2X CRIPPLES @ IT O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE • WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA SIDE W/ (11) 0.148'x3'NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.148' x 31/4' NAILS STAGGERED @,r O.C. EA. FACE OR (3) ROWS 0.148' x 3-IW NAILS STAGGERED @ 17 O.C. FOR 2X70 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REQ'D. IF W, SHEATHING CANT BE INSTALLED PER WFIGISD4) FILLINGANDBI. No AS REQO W/ (2) ROWS OF0.148"x31M"@1B O.C. TO HEADER LINO 2X STUDS TYP. ATTACH JAMB STUDS PER V/FOBISD8 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2z4 ON TOP WALL OR PRE - ASSEMBLED WALL OF 2X8 TO PAD OUT TOP PANEL 3" PLATE. ATTACH WI (2) w 00.148"x NAILS @ 8' O.C. 0.148'x 3' NAILS 3" O.C. (FOLLOW NAILING (SOLID BLOCK Wr 2.6) REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) 4B• MWN TOP SPLICE - DOUBLE 2.8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 0.131' x 21/7' NAILS @ 4" O.C. S"MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO GE31/SD2 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO GE02 FOR GABLE WEB BRACING INFORMATION SEE GE02 SD1 VALLEY TRUSSES BEHIND FOR BLOCK GABLE (IF PRESENT), SHALL INFORMATION BE CONNECTED TO COMMON TRUSSES PER TRUSS SUPPLIER'S SPECIFICATIONS. VALLEY GABLE TRUSS PER PLAN. GABLE SHEATHING& NAILING PER PLAN. Zx8 SY142 PLATE BEHIND VALLEY GABLE TRUSS. TO EA. COMMON ROOF TRUSS W/ (2) 0.187 x 1111 NAILS @ S"ROOF CO.MM.ON2P O.C. MAX. OVERLAP TOP PLATE AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW WN (2) 0.148'x 3 NAILS TOP PLATE CORNER TRANSITION ALL FRAMING MEMBERS IN THIS ASSEM BLV SHALL BE SVP&2 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WALL SEGMENT (DIMENSIONED THIS ETAIL)SHALL BE z0 (2}CS20 STRAP W 0.143x3' NAILS ON INTERIOR FACE OF INSTALLED CONTINUOUS& FREE FROM PLATE SPLICES OR DISCONTINUOUS u - WALL. STRAP CONTINUOUS FROM COLUMN ABOVE TO FRAMING. FLOOR SYSTEM PER i JACK STUDS. MIN. 9' END LENGTHS. (2}2z BLOCKING V PLAN, NOT SHOWN BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR w THIS DETAIL FOR SYSTEM. w CLARITY. PORTALFRAME SHEAR WALL w (2).2x TOP PLATE PER PLAN. 7F NAIL SHEATHING VW(2}ROWS 0.131' x 2-12 NAILS & 3 O.C. NO TOP PLATE SPLICES PERMITTED______ i DRILL 1` 6 THROUGH HEADERS Q FOR THREADED w �W SHEATHING TO HEADER Wl0.131')Q-1rr 'I RODS. i$® p• a• NAILS AT 3 O.C. HORIZONTALLY 8 ' i a � VERTICALLY AT PORTAL FRAME. 3.5' x 1125" HEADER PER PLAN. ' MIN. (2}2x4 f Q O J in (2)-LST.OR(2)-CS20 STRAP W/0.148-x 3' S.FULLHEIGHT STUDS KING REQUIRED EACH HEADER •� N ry• = Z i NAILS ON INTERIOR FACE OF WALL STRAP END WITHIN SHEAR WALL "® MIN (3}2X JACK 8 (1}2x KING STUD f CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. W END LENGTH OVER JACK STUD. (2)-2. TW BLOCKING BETWEEN STRAPS AND HEADER W/ PLIES FM�S"aEeNED PER • • (3)-2. JACK STUDS MIN. 7/16" STRUCTURAL 1 SHEATHING, OR , 5/3Y EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO X31 ENrI ENGINEERE 1 LUMBER JACK COLUMNS. ONE ) ILOCIL'ED OVERHANG: >Y' TO MAIL 12. ROOF SHEATHING 2'-0' OVERHANG/I.NAILS TO SU&FASCIA MID+IEIGHT OF FLOOR SYSTEM. SHEATH JACK COLUMN 8 BLOCKING @ C. SIMPSON HTT4 BASE INTERIOR FACE OF WALL CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE. NAIL ON EACH SIDE 4111 OF EACH - CONNECTORS W (18) ALL EDGES TO STUDS OR COLUMNS" THREADED ROD. ; O.tBrx2-12 NgILe&5/8' 0.131' x 2-12 NAILS @ 3O.C. & 3O.C. IN ROOF SHEATHING & NAILING THREADED ROD LM MIN. 17 THE FIELD. j ER STRUCTURAL COVER 2x4 SVP. 142 SUB -FASCIA EMBED BELOW CURB TO ZP A A @TES. SHEATHING SHALL FOUNDATION USING SIMP' MIN. B" BELOW E CONTINUOUS FROM END F OVER TO MIN.7-0' 2z4 SVP. M2 BLOCKING @ i6' O.C. w/(3)-0.131'x 3' EON DGE SET-XP EPDXY. MIN. 2-1I4" EDGE DISTANCE FROM FACEOF i (2)-2x BOTTOM PLATE. NAIL TO SHEATHING W/(2)ROWS 0.148"x3' TOP OF SPEED FOOTING EHINO GABLE TRUSS. TOE -NAILS EA END CONCRETE CURB NAILS @ 3.O.C. j DROPPED (TABLE: MAX 20" OVERHAND: 2X4 SVP. 02 OUTLOOKER @ 2r O.C. GABLE TRUSS PER PLAN MAX. (2)-2x BOTTOM PLATE, NAIL TO SHEATHING W/(2) ROWS 0.148' x 3' NAILS @ 3- O.C. ^ -' - _ (1) ANCHOR BOLT CENTER OF _ ;SMEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES & ; ;' T - - J - �'±,. .. • •`j j DROPPED GABLE: >20" TO MAX 24" O.N.: ..; CONNECTOR LEGEND SHEET - - 2z4 SVP. #2 OUTLOOKER @ 19.2' OC MAX. TOP OF SPREAD FOOTING MIN.2F2X4 SVPk2 FULL (S 0.131'x 3 TOENAILS FOUNDATION PER PLAN. (BELOW GRADE) KING STUDS REQUIRED REQUIRED EACH HEADEP ROOF TRUSSES ATTACH VALLEY GABLE L 2*-T V OVERHANG IV PER PLAN. TRUSS TO EA. TRUSS BELOW ROOF SHEATHINGS 2X4 SYP.#@ SUBFASCIA ROOF SHEATHING & NAILING WI (3) 0.167 x 31 /r NAILS NAILING PER STRUCTURAL PER PLAN. 2X BLOCKING W/ (3) 0.148" X COVER NOTES. (2)-H2.5A GABLE TRUSS TO 3.1/4' TOE -NAILS EA. END SHEATHING SHALL BE OUTLOOKER. CONTINUOUS FROM END DROPPED TOP CHORD -OF OVERHANG TOMIN. 7-0 BEHIND GABLE TRUSS. GABLE TRUSS PER PLAN E290 VALLEY GABLE CONNECTION - 150C MAX. 0 GABLE OVERHANGS UP TO 24" (2)ROWSC148 x3-114' 140TE8: NAILS STAGGERED @ I) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 17 O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST.V r OF THE THICKNESS OF THE LAST LAMINATION 13) ROWS 0.143 X 3-1M" 3) FOR 5-PLY, PROW DE IWDIA. X 5-12 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) NAILS STAGGERED @ 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN+/-IW 2-12 EDGE 12" O.C. FOR 2X10 OR V EDGE 1-12 EDGE GREATER HEADER 0A 48' x 3- jj`r 212 I} LSTA30 HEADER TO w 1-12 w I I 21/4' STUDS U.N.O. (ONLY REQO. IF WALL H SHEATHING CANT BE C148' x 3 NAILS INSTALLED PER WF101SD4) 0.148' x 3'OPP. SIDE DOWNFRAME TO I I I I a I DOOR u y a ly 0.148' z S. NAILS ZX STUDS TYP. OPP. SIDE (2) Zors (2) ZIV(2) 2x8's (2) 2x COLUMN ATTACH JAMB STUDS PER WFOB/SDi BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET PT BASE PLATE 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. SCHEDULE FOR MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE TYPICAL HEADER DETAIL NE) HEADER SUPPORT SCHEDULE ON NOTES& CONNECTOR LEGEND SHEET. UPLIFT CAPACITY @ HEADER TO STUD = 7000 12=1'-0' 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDITI KINGS AS REOO. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property, TYPICAL BUILT-UP STUD COLUMN DETAIL 1 12=1'-0' SEE GE01 FOR OUTLOOKER OR SHEATHING CANTILEVER 0.131'x 2-12' NAILS @ 4-D.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN I GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. j �1 (2) 0.167'x 312 NAILS TO EA COMMON TRUSS GABLE TRUSS TO TOP PLATE WI SIMPSON HGA10 @ 48' O.G. MAIN SPAN ROOF TRUSS DOUBLE TOP PLATE UPLIFT CONNECTOR PER PLAN (SEE SCHEDULE) EXTERIOR BEARING WALL PER PLAN AG4, GABLE END AT VALLEY FRAMING CONN. TO WALL \ / 3/4"=1'4r If MOONNTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L END W/ PLIES FASTENED PER WF08/SD2. 3/4' DIA F1554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. 5/8' DIA. SIMPSON HIGH STRENGTH THREADED ROD MAY BE SUBSTITUTED. PROVIDE NUT & 3x5 12'k12 PLATE WASHER ABOVE DOUBLE TOP PLATE. NUTS SHALL BE SNUG TIGHTENED+7/3 TURN. COUPLERS WATH WITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE 312 x 312 ENGINEERED THREADED ROD UTILIZED. EPDXY ANCHOR TO FOUNDATION MIN. B' BELOW TOP OF SPREAD FOOTING USING SIMPSON SET-XP EPDXY OR EQUIV. COLUMNS.ER JACK SECTION AA BUILDER ALTERNATIVELY USE A 3W DIA. (OR 55' DIA HIGH STRENGTH) ONELUMJAC COLUMN ON EACH SIDE OF EACH CAST -IN -PLACE THREADED ROD VW3'0229' PLATE WASHER SANDWICHED THREADED ROD. BETWEEN TWO HEX NUTS, MIN 3 BELOW TOP OF SPREAD FOOTING SHEAR WALL DETAIL BETWEEN OPENINGS 1n"=ra' EDGE DISTANCE OUTSIDE (2) 2z4§ PER DETAIL le 0.148'x3NAILS Y z a A a a r _ _ a w 0.148'x3NAJLS o_ z a I OPP. SIDE 4. DISTANCE PER DETAIL NSME PLY NAILS NABID AT V OWC STAGGERED. ouraiDE NAB$ FWLED AT r CAC. OUTSIDE 2X's (3+) 2x COLUMN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2.4 M2 SVP CONT. LEDGER OR TRUSS CHORDS. NAIL TO WALL FRAMING MEMBERS W/ (2) 0.148x 3114" NAILS @ 24, O.C. MAY IF MASONRY USE (2)1W TAPCONS OR EQUAL @ 24- O.C. 1/W/ MIN.1-1M' EMBEDMENT. MAINTAIN 4" END DISTANCE & I" EDGE DISTANCE -Lr TRUSSORROOF RAFTER W/OOD?MSONRY WALL OR TRUSS, SEE PLAN L6�� LEDGER @ LOW ROOF \ / 3/4"=1'47 .C. Any use, duplication, or transfer of these documents without the CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5)0.148'x3-1/4' NAILS PER PLY MTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP C POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) SEE FOUNDATION PLAN 5/8' THREADED ROD,,/ FOR ADDITIONAL INFO NUT SET IN ADHESIVE SIDE VIEW @BASE OF POST A:WI\ CORNER COLUMN FRAMING 3/4'=1•T mpressed, written consent of MONTA CONSULTING & DESIGN, 0 (2) 1, BUILT-UP COL. 2x BLOCKING VW (2) 2X TOP PLATE (2) 0.148"x31/4' NAILS @ EACH END SIMPSON LSTA30 WN (22) 0.14TX3- NAILS (ALL CORNER a CONDITIONS STRAP AROUND TALLER STUD) SEE FLOOR PLAN FOR MORE BRG. WALL INFO (2) 2x TOP PLATE ATTACH 2x TO BUILT-UP .12) ROWS OF 0A IITXT NAILS STAGGERED @ 8- O.C. 61 STEP @ BEARING FRAME WALL 3/4'_1-0' V�ERTIICCAL BLOCKING & 2x4 SVP Y2 RIBBON. . RIBBONS ARE NOT NAILED TO EACH REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W/ (3) 0.131'xr NAILS. TO SPAN THE 2x4 SYP t2 VERTICAL OVERHANG DISTANCE, BLOCKING, NAILED TO ORIFT E DESIGN TRUSS OVERHANG W l PLANS SPECIFY (3) 0.131'x3 NAILS. ANOTHER METHOD OF SUPPORT. REFER TO WIND SPEED 9139 MPH MANUFACTURER'S BLOCKING 0 EVERY SPECIFICATIONS 8 OTHER TRUSS (48- O.C. DESIGN PLANS. MULTIPLE VERTICALS& RIBBONS REQUIRED IF OVERHANG EXCEEDS 20" CORNICE -I PER L DESIGN NG FF W MAX) W��MA �' BLOCKING @EVERY TRUSS (24' O.C. MAX) TRUSS BRG. & CONNECTIONS PER PLAN PLANS. - ' /' `- _ �"• "(2" MAX. ITMAX SOFFIT OVERHANG LENGTH PER PLAN SOFFITS & OVERHANGS PER DESIGN PLANS. FASTEN SOFFIT TO CORNICE, EXTERIOR WALL, AND RIBBONS PER DESIGN PLANS OR MANUFACTURER'S WRITTEN SPECIFICATIONS. lL rl SOFFIT SUPPORT FOR OVERHANGS > 12" 7 WMR & ASSOCIATES, LLC is strictly prohibited. u) LJ r W 0 J W Z rWn V v ;o � N Z N 0 w5'm 0 � J = G Z T- Wo_ 3 0 0 K W O Fay yv� p smuc7uRAL ENS: TH D AFfING: U' SMiXT: HG ac CIffCK Or 0 w JDS No. STAR-15993 I BCAIE: AS INDICATED w DgTE: Ox24/tl Q I f SD2 2x4 SYP l2 BLOCKING 0 48- O.C. MAX WN (3) TRUSSES AT 24' O.C. OV SO ROOF SHEATHING, 0.14F'A3.1/4" TOENAILS 0 EA END. REDUCE ROOF SHEATHING PER TYP. NON -LOAD TO FASTEN PER PLAN SPACING T024' O.C. ® eq..-; PLAN ATTACH PER NAILING SCHEDULE -.1 BEARING WALL PER SIMPSON DTC 040" NOpO`rS WALLS CARRYING PLAN. STUDS 0 24' O.C. ATTACH WI (6) O LOADS SUCH AS = ` O.C. MAX. STUD SPACING TO BE 0.131"z 2-17 NAILS IA -VERTICAL A' - SOFFIT, ATTACHMENT, &REINFORCEMENT CABINETS OR HEAVYMAX. SHELVING - ^ REDUCED DOWN TO GAP BETWEEN it - PER ARCHITECTURAL SIMPSON OTC @ EACH ~.--'. Z� ,,: 16' O.C. MAX. ® LONG BLOCKS TRUS: LOCATIONS CARRYING BOTTOM CHORD/ DESIGN PLANS. HORIZONTAL BLOCK LOCATION. ATTACH VW LOADS SUCH AS TRUSS BLOCKING.) CORNICE PER 6) 0.131'x2-17 NAILS ,,;, �`.:. CABINET$ OR HEAVY REDUCE OTC SPACINI ARCHITECTURAL (6)0.131 ''-"" SHELVING. TO 24' O.C. FOR 2XSCAB w/ 0.146x 3' DESIGN PLANS. (MAX }' VERTICAL GAP WALLS CARRYING NAILS 0 4' O.G. BETWEEN ,7 LONG HOLD TOP OF LOADS SUCH AS PER{NGTRUSSES BLOCKS TRUSS NON -LOAD BEARING CABINETS OR HEAVY PER PLAN BOTTOM CHORD/ WALL DOWN 1-17 SHELVING TRUSS BLOCKING) BELOW BOTTOM OF TRUSS CONNECTION 2z BLOCKING z 17 TRUSS BOTTOM 2x BLOCKING z 17 LOI PER PLAN LONG Q HORIZONTAL CHORD. 0 TRUSS LOCATION FRAME WAIL PER BLOCKING LOCATION FOR CUP FOR CLIP ATTACHMEP @ 48' O.C. ATTACH TC PLAN ATTACHMENT. ATTACH WALL SINGLE TOP SEE FOR TO WALL SINGLE TOP PLATE W / MIN. (4) SIZE O.H..H. SIZE PLATE W / MIN. (4) 0.131"x 2-17 NAILS. CONDITION @ FRAME WALL 0.131'x 2-17NAILS. SINGLE 2. TOP PLATE SINGLE 2X TOP PLATE TYPICAL SCAB OVERHANG F2� NON -BEARING WALL (PARALLEL TRUSS) 3/4'=1'-0" 17=VT 2x6 COLLAR TIE HALF WAY - UP HEIGHT OF VALLEY. FASTEN w/ (5) 0.148" x 3" NAILS @ EACH END (TYP.) 2,6 RAFTER TO 2X8 RIDGE BOARD WIA35ON ONE SIDE OF RAFTER, ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S_8 SHEATHING (THICKNESS PER PLAN) TO PRE-ENG TRUSS BELOW W/ 1A"x4-17 S. PSON SOS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2z6%Q 24 O.C. MAIL. :FO FIELD FRAMED VALLEY DETAIL (2) 2x TOP PLATE - (2) 2x HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN -� FOR LOCATION 2. BLOCKING w/ (2) 0.148' x 3-I W TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2X BASE PLATE W/ 0.148" X 3_114"020"OC. TO FLOOR SYSTEM BELOW PLYWOOD FLCORING SEE FLOOR FRAMING PLAN F R MORE INFO L� ` SEE PLAN FOR FLOOR I SYSTEM DIRECTION l 8 MORE INFO L FLOOR BEAM SEE PLAN FOR CONNECTION IF TRUSSES ARE ERP. TO WALL. INSTALL 2x4 BLOCKING W/ (2) 0.148- z 31M TOENAILS EA. END AND (2) 0.145" x 31/4" NAILS TO EA. STUD. SHEATHE ROOF PRIOR TO OVER FRAMING. I I j�I a I \ rc I I V RIDGE BOARD EN CONY. 2x VALLEY RAFTER MING (OR PRE{NG VALLEY TRUSSES) x PLATE WITH SIMPSON MTS12 OR 12 CONNECTORS ((5)0.131"x 2-17 S) @ EA. RAFTER TO PLATE CONN. 3/4' FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN. 1-1/6" THICK OSS RIM BOARD. ATTACH TO EACH JOIST FLANGE W/ Ili- 0.131"x 2-10 NAIL. HGA10, CENTERED BETWEEN EA FLOOR JOIST, IL PRE ENGINEERED AND SPACED NO MORE THAN 2C O.C. SCREW W/�� TRUSSES 0 24" O.C. (3).1/4' x 3" SDS SCREWS TO 2X PLATE -BLOCKING & �\ MAX. PER PLAN (4)-1/4- x 1-1/7 SDS SCREWS TO RIM BOARD. SEE ARCHS FOR ROOF WATERPROOFING AND PLATE43LOCKNO: FINISH MIN. 214 SYPi2 PLATE -BLOCKING INSTALLED TIGHT TRUSS ANCHOR (SEE BETWEEN EA. FLOOR JOIST. NAILED TO DOUBLE TOP PLATE W/ 0.131- x 3' NAILS @ 6' O.C. & 7 FROM EA END. PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE IJOIST PER PLAN. / (4).0.131"x 3' TOENAILS EA IJOIST TO DOUBLE J 2X N2 SPF STUDS Q 16' 2x TOP PLATE. IJOISTS PER PLAN, BEARING ON O.C. w/ EXT. SHEATHING DOUBLE 2, TOP PLATE. FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER NAILING SCHEDULE I'•V`V, FLOOR -TO -FLOOR CONNECTION WF10/SD4. IF WALL SHEATHING ISNT CONT. LSTA18 STRAPS ARE STUDS TO FLOOR-OLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAS' GIRDER GIRDER BELOW ,6 FROM THE EXTERIOR STUD FACE.... IF TRUSSES ARE OTHERWISE, ADD FLOORALOCKING BETWIEEN THE NEXT FLOOR JOIST, SPACED PARALLEL TO WAIL, 214 Y2 SYP CONT VW 2 @2P O.C. MAX, W/(2}N 0.131'x3'TOEAILS ( ) TO TOP & BOTTOM CHORDS EA. END. 3/P FLOOR SHEATHING PER 0.148" x 31M' NAILS AT (6).0.131' x 24r2' NAILS: FLOOR FLOOR FRAMING NOTES. EACH STUD SHEATHING TO EA. PIECE OF ROOF SHEATHING FLOOR -BLOCKING. ATTACHED PER SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO .4 R2 SYH CON I. W/ (2) 0.148'x31/4" NAILS 0 EACH STUD 2X4 STUDS @ S6 O.C. 12'GYP. BOARD SIMPSON H10A® SHEATHING CONT. TO 2M STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE , EACH DIAGONAL BRACE CS18 EA. STUD ABOVE TO STUD BELOW W/ IVEND LENGTHS& (18) 0.131"x2-17 NAILS 2x BOTTOM PLATE, ATTACH TO DOUBLE TOP PLATE W/ (2) 1/4St417 SDS SCREWS 0 it O.C., STAGGER ROWS 6' O S.B. TO OVERLAP 2x BEARING WALL BOTTOM PLATE IAA WITH ROOF LOAD (MIN.) REFER TO BEARING 2. LEDGER TO UPPER WALL SCHEDULE FOR FLOOR WALL VW STUD BASE 1/4"x317 SIMPSON CONNECTION & SDS SCREW @ Is-O.C. BOTTOM PLATE ANCHORS (2) 20 TOP PLATE 4WN BRACING CM 2 STORY FRAME WALL EXTERIOR WALL SHEATHING PER DETAIL WF10/SD4 2. BOTTOM PLATE PER PLAN. (2)-0.131'x 3' NAILS; 2z BOTTOM PLATE TO EACH JOIST (AT 24- O.C. MAX). 0.131' x 3" NAILS @ 4' O.C. & 7 FROM ENDS AND SPLICES; LEDGER 2X BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM CONNECTION PER BOARD. BELOW, SLOPE CUT AS REQUIRED SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)- ROWS 0.131'x 2-17 NAILS @ 3' O.C. ABOVE SEE PLAN FOR AND BELOW SPLICE. REFER TO DETAIL WF10/SD4 FOR WALL TYPE AND ADDITIONAL INFORMATION. SPECIFICATIONS 2z4 BLOCKING W/(2) 0,16Zk317 NAILS EA. END. BLOCK ADJACENT BAYS EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2z BLOCKING VW 0.131'x2-17 NAILS 6' O.C. (5) 0.1677C3-17 NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP Y2 CONT. BRACE W/ (2) 0.16210-1/7 NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2X4 SYP &2 DIAGONAL BRACE 0 W O.C. MAX 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. ALL BROW FRAMING SHALL BE MI N. 2X4 SYP i2, OR P.T. IF IN CONTACT IMTH MASONRY & SPACED NOT MORE THAN 20' 0. ROOF SHEATHING AND NAILING PER PLAN MIN. ZX4 SUB FASCIA. SLOPE CUT AS REQUIRED. FASCIA PER DESIGN BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER SEE DESIGN PLANS FOR RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, FASTEN EACH ADDITIONAL INFORMATION INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE- MEMBER, EACH END. W/(3) 0.148'x3" NOT SHOWN THIS DETAIL 0.131"x 3' NAILS: RIM BOARD TO 2. PLATE -BLOCKING @ 6 TOE -NAILS MAX. 1•.(r MIN. (5)0.148"x3- NAILS O.C. & 2' FROM EA. END. & EA. SPLICE. LEDGER TO WALL CONNECTION AT EACH INSTALLED LEDGER MEMBER � CMU: DOUBLE 2, TOP PLATE PER PLAN. MIN. (2)1/1' TAPCONS W/ 7-1/4' EMBEDMENT INTO CMU @ 16' O.C., 1' EDGE 8 4" ENO DISTANCE LYALLOWAIILECAPArITIE.I(LDF=1.6): FRAME: �ASSEM V­ =150 MPH, EXP.0 MIN. (2)IW SDS SCREWS VW 1-12-EMBEDMENT @IS- O.C., 1" EDGE& 4' END MAX. IN -PLANE SHEAR: 335 PLF DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF MAX. UPLIFT: 648 PLF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS )ISTS) D2 BROW FRAMING DETAIL MAX. V-0" O.H. 1 17=1'-0' 1 17=1'4T MIN. 2x8 SYP 92 LEDGER FOR CONVENTIONAL FRAME AND MIN 2x6 SYP02FOR PR&ENGINEERED TRUSS. ATTACH TO STUDS W/(2) 1/4-x 4-17 SIMPSON SOS TYP. NON -LOAD SCREWS 0 16' O.C. BEARING WALL PER MAX.; TO GABLE ENO PLAN. STUDS @ 24- STUDS W/ (2) O.C. MAX. STUD 1l4' x 317 SIMPSON SPACING TO BE SOS SCREWS @ Is - REDUCED DOWNTO O.C. MAX.; TO 16' O.C. MAX. 0 MASONRY W/2x6 P.T. LOCATIONS CARRYING SYP &2 LEDGER W/ (2) LOADS SUCH AS 114" x 3-1/P TAPCONS FOR CONVENTIONAL FRAME USE SIMPSON LRU26Z W/ (9) 0.148"X3' NAILS OR FOR PRE{NGINEERRED TRUSS USE SIMPSON HGA,O USING (8)-19h11-17 SOS SCREWS SHEATHING PER PLAN MIN. 2z6 SYP 02 RAFTERS OR Zz4 SYP i2 PRE-ENGINEERED 12 ROOF TRUSSES SEE 24"O.C. MAX. PLAN (5) 0.148'k3 NAILS FOR CONV. FRAMED MEMBERS ONLY FASCIA PER COMMUNITY SPECS CABINETS OR HEAVY � 12' O.C. Ll v • ­ - " "x ' -. r SHELVING. RE -ENGINEERED ROOF SIMPSON LU524 VW TRUSSES DESIGNED EXT.WALL/TRUSS (6)0.148`11-17NAILS FORSHINGLEONLY p _ SYP i2 LEDGER. ATTACH TO STUDS OR rc N2 i MOLD TOP Of BEAM W(2) IWx 4-17 SIMPSON SDS SCREWS � NON -LOAD BEARING @ 16' O.C. MAX.; TO GABLE END STUDS W/ (2) w i�Gi 2 �' L WALL DOWN I-,7 1A'x 317SIMPSON SDS SCREWS ®1S"O.0 i BELOW BOTTOM OF MAX.; TO MASONRY WY 2x0 P.T. SYP &2 LEDGER a0 O , TRUSS BOTTOM CHORD. W/ 1/4' x 31/4' TAPCONS @ 12' O.G. o O DO TYPICAL SHED ROOF DETAIL NONTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARSITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. I ROOF SHEATHING & NAILING PER 1 ROOF NOTES. i ROOF TRUSSES PER PLAN. ,�� U.N.O. ON FRAMING PLAN: (2)-8' SIMPSON SDWC15600 SCREWS EA. TRUSS TO TOP PLATE. REFER TO 1 --�� DETAIL S/SDWC. I 2Rd FLOOR PLATE+ MIN.�17 GYPSUM WALLBOARD PER P. Y �~ OVERHANG & CORNICE PER DESIGN CEILING PER `� PLANS. FBCR702.3. 2x SYP42 SUBFASCIA VW (3).0.131"X CEILING IS NOT 3' END NAILS TO EA TRUSS (U.N.O.) DESIGNED AS A DIAPHRAGM. DOUBLE Zx TOP PLATE. REFER TO DETAIL WFO7/SD3. (3)- 0.131'x 3'TOE OR END NAILS, EA STUD TO TOP PLATE. (1).6' SIMPSON SDWCISBOD SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WF10/ SW MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3).0.131"x 7 TOE OR END NAILS. Zx STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS MIN. 1rr GYPSUM WALLBOARD PER FBCR702.3. 3W FLOOR SHEATHING PER FLOOR FRAMING NOTES. 31' x 3' TOE OR END NAILS; EA. STUD TTOM PLATE. FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. +PER REFER TO DETAILS WS20 ANWS21 ON THIS SHEET FOR FLOOR -TO -FLOOR CONNECTION INFORMATION. 1 & FLOOAT R PLE PER P AN DOUBLE 2x TOP PLATE. REFER TO DETAIL WF07/SD3. IS)- 0.131" x 3" TOE OR END NAILS, EA STUD TO TOP PLATE. MIN. it GYPSUM WALLBOARD CEILING PER FBCR3D2.13. EXCEPT WHERE 5I8' TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBCR302.6. CEILING IS NOT DESIGNED AS A DIAPHRAGM. EXT. WALL SHEATHING PER DETAIL WF101 SO& MID41EIGHT 2, BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3)- 0.131"x 3' TOE OR END NAILS. 2z STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. MIN. 17 GYPSUM WALLBOARD PER FBCR702.3. (2)­ 4-17 SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 101 SDWC; EA. STUD TO BOTTOM PLATE. (3)- 0.131' x W TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. 2x P.T. BOTTOM PLATE. ATTACHED TO FOUNDATION PER SLAB ELEVATION DETAIL WF071NOTES pER PLAN B CONNECTOR LEGENDS SHEET U.N.O. INRLANE SHEAR: 192 PLF UPLIFT: 442 PLF TYPICAL CONNECTION @ GIRDER OR BEAM I S2 FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) I NOT USED IMS02� TYPICAL TWO STORY EXTERIOR WALL -I JOIST 3/P=1'A" 1,7=7'd' 3/4'=1'-V L 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. RAOR4MAg010k O.S.B. RIM BOARD IJOIST FLOOR -BLOCKING SPACEDD @ 24' O.C. MAX, FLOOR -BLOCKING , MATCHING FLOOR DEPTH. NAIL FLOOR -BLOCKING TO TOP & BOTTOM CHORD OF JOIST W/ (2)- 0.131"x 3" TOE -NAILS. `11 HGA10, CENTERED BETWEEN EA. PIECE OF 1 FLOOR -BLOCKING, AND SPACED NO MORE THAN } 24"O.C. SCREWW/(3)-1/4" X r SDS SCREWS TO 2. PLATE -BLOCKING & (4). 1W x 1-17 SDS SCREWS TO RIM BOARD. FLOOR JOIST OR PER PLAN. " (4)- 0.131- X 3- TOE -NAILS EA. PIECE OF FLOOR-SLOCKING TO DOUBLE a TOP PLATE. PLATE4MACl119p: MIN. 2x4 SYP&2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA, PIECE OF FLOOR -BLOCKING. NAILED TO DOUBLE TOP PLATE W/ 0.131' x 3' NAILS Q 6' O.C. & 7 FROM EA. END. EXTERIOR WALL SHEATHING PER DETAIL WF10/ SD4 2x BOTTOM PLATE PER PLAN. (2).0.131' X X NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 2C O.C. MAX). �- 0.131'X3'NAILSOCO.C.&7FROM ENDS AND SPLICES; 2x BOTTIXA PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. MIN. 1-1/8' THICK OSB RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (I1. 0.131"X 2-17 NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM ) BOARD. (2). ROM 0.131'x 2-U2'NAILS@3"0 C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF10/ SD4FOR / ADDITIONAL INFORMATION. JBELOW TED LOADS, AND VMERE REQUIRED PER CTURER'S WRITTEN SPECIFICATIONSOCKING WITHIN THE FLOOR SYSTEM D SPECIES OF COLUMN ABOVE. ` 0.131' X 3" NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 6' O.C. & 7 FROM EA. END. & EA. SPLICE. DOUBLE Zx TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES VOLT = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF MAX. UPLIFT: 648 PLF 411 0; It%0 S STRULT: HG >� OC CHEq(: LC Q w JOB N". STAR-15993 r SCALE: AS INDICATED SD3 WINDOW JACK STUD COLUMN PER PLAN. MIN. UPSET HEADER SCREW INTO NARROW (2} 2x SYP/2 STUDS EACH. COLUMN, OR JACK & KING STUDS PER PLAN. RIOR TO FACE F EACH INTERIOR (1)- 6- SIMPSON SDWC SCREW INTO NARROW -- -� (1)-6- SIMPSON SDWC SCREW INTO NARROW MIN. (4} 2x STUDS. TOTALMILAR) DETAIL 131SDDWC) (TWOS RENDSTUD ) (TWO SCREWS TOTAL) FACE OF EACH STUD (SIMILAR TO DETAIL 13/SDWC) OV40 SCREWS TOTAL). FACE OF EACH STUD (SIMILAR TO DETAIL 41/7 SIMPSON SDWC SCREWS INTO WADE (2). 4-1? SIMPSON SDWC SCREWS INTO WADE HOLD CRIPPLE STUD BELOW SILL PLATE SHORT I WSDWC) (TWO SCREWS TOTAL). _ FACE (PER DETAIL 10/SDWC) FACE (PER DETAIL 105DWC) TO ALLOW PROPER INSTALLATION OF SDWF 1• MAX, 1 •MAX. 1' MAX SCREW. NAIL TO JACK STUDS W/MIN.(4}0.131' 1' MAX. .CREW. NAILS. FLOOR SYSTEM PER PLAN. I FLOOR SYSTEM PER PLAN. II x .I , (3)- SIMPSON SDWFZ724TUW SCREWS: ONE ON EACH SIDE OF COLUMN W// MAX. 1' FROM EDGE 1 1 r / 2} SIMPSON SOWF2724 TUN SCREWS EACH 1 SQUASH BLOCKING WITHIN FLOOR SYSTEM / x1 OF WASHER TO COLUMN, AND ONE CENTERED BETWEEN COLUMNS. �( / �� SIDE OF COLUMN W/ MAX. 1' FROM EDGE OF WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. ^ SQUASH BLOCKING WITHIN FLOOR SYSTEM OF COLUMN ABOVE. 1 TOP OF PLATEi / I PER PLAN MATCHING SIZE & SPECIES TOP OF PLATE i /i PER PLAN 2z 2ND FLOOR STI SEE PLAN FOR MC INFORMATION DOUBLE 2x TOP PLATE PER PLAN. 1 DOUBLE 2x TOP PLATE PER PLAN. i MIN. (2} 2x SYP12 STUDS MATCHING SIZE OF 1 (2} T SIMPSON SDWC SCREWS INTO NARROW ;� I HEADER PER PLAN. ( } 6" SIMPSON SDWC SCREWS INTO INTERIOR COLUMN ABOVE, CENTERED BELOW JACK STUD FACE OF STUD COLUMNS (SIMILAR TO DETAIL 11?O.C. FAC4 OF HEADER SIMILAR TO DETAIL COLUMN. . 13ISDWC)(4 SCREWS TOTAL. ` TYP. 131S UNDER COLUMN D AT 1 ABOVE.1?O.GSCENTERED UNDER COLUMN ABOVE. SEE FLOOR PUN FOR FLOOR FLOOR UPLIFT CONN. CAPACITIES: SYSTEM INFO. (2)SDWC15800: 900I/COLN. SOWF2724s: 1416MCOLN. COLUMN TO HEADER CONNECTION ACROSS FLOOR SIMPSON MSrC40 FLOOR STUDS TO 1'=1'47 FLOOR STUDS W' COLUMN, OR JACK& KING STUDS PER PLAN. DOWNSET HEADER 0.148"X 34/4" SINK COLUMN, OR JACK& KING STUDS PER PLAN. MIN. (4} 2. STUDS. (1}4-7? SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO MIN. 4} 2x STUDS. ( (1} 4-1? SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO (2) 2x TOP PLATE (2} F rr SIMPSON SDWC SCREWS INTO WIDE DETAIL 13/SDWC)(TWO SCREWS TOTAL) (2} 4 Irr SIMPSON SDWC SCREWS INTO WOE DETAIL I3/SDWC)(TWO SCREWS TOTAL) FACE (PER DETAIL 10/SDVJC) SDWC SCREWS INTO WIDE FACE (PER DETAIL 105DWC) `� _TAX (2} FI? SIMPSON SDWC SCREWS INTO WADE 2x 1ST FLOOR ST SEE PLAN FORM �Tv,!L� FACE PER DET IL FACE (PER DETAIL 10/SDWC) 1_ MAX I 1• MAX FACE (PER DETAIL 10/SDWC) INFORMATION FLOOR SYSTEM PER PLAN. 1rC 1 (2). SIMPSON SDWF2724-TUW SCREWS EACH SIDE OF COLUMN W/ MAX. 1' FROM EDGE OF SQUASH BLOCKING WITHIN FLOOR SYSTEM / x` WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. OF PLATE {/1��TOP Y PER PLAN DOUBLE Zx TOP PLATE PER PLAN. (1 } 6- SIMPSON SDWC SCREW INTO WIDE FACE (1). 6' SIMPSON SDWC SCREW INTO WADE FACE (PER DETAIL 1(/SDWC) OR NARROW FACE (PER ` (PER DETAIL IWSDWC) OR NARROW FACE (PER DETAIL 13(SDWC). L_� DETAIL 13(SDWC). COLUMN PER PLAN, ALIGNED WITH COLUMN (1}6' SIMPSON SDWC SCREW INTO NARROW ABOVE. MIN. (4)- 3 STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 131SDWC) (2 SCREWS TOTAL). UPLIFT CONN, CAPACITIES: SO COLUMN TO COLUMN CONNECTION ACROSS FLOOR (4)SDWCISBOD: 180 (6)SDWC154SO 197D& DWF2724: 2" 3" 1-1? ,IY E A 3 io D E OPENING PER PLAN. E E B C . ........... ....... F OOR SYS M E A E OPENING PER PLAN. E D E 3' B FULL PANELS MERE PANEL CUT TO FIT I PERMITTED BY OPENING SIZE BUILDING LAYOUT. it 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN. - EXPOSURE, OR 7/16• STRUCTURAL 1 & EXPOSURE 1 RATED SHEATHING. EXTERIOR WALL SHEATHING CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. REFER TO CLADDING MANUFACTURERS WRITTEN SPECIFICATIONS AND/OR CODE REGULATIONS FOR MINIMUM REQUIREMENTS. 2. 15" MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END JOINTS.,&• MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTION: 1? GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1-1AP THICK WOOD STRUCTURAL PANEL (O.S.BJ RIM BOARD. 3. CONTRACTOR TO TAKE CARE NOT TO OVERDRIVE NAILS, IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEATHING PANEL SHALL BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE FASTENERS AROUND THE PERIMETER OF SHEATHING ARE OVERDRIVEN, CONTACT THE E.O.R. FOR ADDITIONAL REVIEW AND EVALUATION. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR-101C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTIONS ARE REQUIRED WHEN SPECIFIED ON FRAMING PLAN(S)AND/OR FRAMING DETAILS. DOUBLE TOP EXTERIOR WALL SHEATHING SHALL EXTEND PLATE PER PLAN TO THE TOP OF THE DOUBLE TOP PLATE. NAIL EXT. WALL SHEATHING TO DOUBLE TOP PLATE W/ (2} ROWS 0.131-x 24? NAILS @3.O.G. STAGGERED,-i? // 3'OC i/i 1-1? STAGGER EXTERIOR WALL SHEATHING e 1 TYP. NAILING AT DOUBLE TOP PLATE FLOOR SYSTEM PER PLAN. / I 1�C I (2)- SIMPSON SDWFZ724-TUW SCREWS EACH FOUNDATION PEF SQUASH BLOCKING WITHIN FLOOR SYSTEM / `x1 SIDE OF COLLxAN W/ MAX. 1' FROM EDGE OF WASHER TO COLUMN. PLAN MATCHING SIZE & SPECIES OF COLUMN ABOVE. /I TOP OF PLATE PER PLAN DOUBLE 2x TOP PLATE PER PLAN. b MIN. (OF 2x CRIPPLE STUDS MATCHING I I SDWEST SCREWS INTO NARROW FA fi OF CRIPPLE TOP 8 BOTTOM FACE OF CRIPPLE STUDS COLUMN ABOVE, CENTERED BELOW SIZE COLUMN (SIMILAR TO DETAIL 13/SDWC). W M COLUMN. CRIPPLE LENGTH TO BE 8' MIN. HEADER PER PLAN. \ COLUMN TO HEADER CONNECTION ACROSS FLOOR (4)SDWC156aD 1800/ 1"=,'-0" (6)SDWC15450: 19700 SIMSPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WTH (32) 0.148"X 3-1 /4" SINKERS ATTACH 2x STUDS W (3) 2. STUDS (2) 0.167X 9-1? NAILS R S. O.C. cALIFORNIA cowaER e43 SIMSPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WTH (32) 0.148"X 3-1M SINKERS (3) 2x BUILT UP COLUMN ATPER NAILING SCHEDULE ATTACH 2x STUDS W (2) 0.167X 3-1? NAILS (4) 2. STUDS 06"O.C. S7ANQARD CORNER B-0 ALTERNATIVE STRAP: (2)- CS20 COIL STRAPS COLUMN TO (4) 2. STUDS COLUMN W MIN. 9' END LENGTHS & (14)-0.131"x 2-1? NAILS EACH END. PROVIDE SOLID BLOCKING WTHIN FLOOR SYSTEM. o HTT4 W 5Ai" ALL ATTACH 2x TO THREAD ROD, 7" MIN. STUDS W/(2) ROWS EMBED. W/ SIMPSON OF 0.187X 310 NAILS 6"O.C. GMJFOg1WL CORNER AA ® ATTACH COLUMN W CHCOLU NV ATTACH (18) 0.148- X 2-10 NAILS 2-STORY CORNER FRAMING ATTACHMENT -FRAME 3/4'=V HTT4 W 55' ALL THREAD ROD, 7- MIN. EMBED. W SIMPSON (3) 2. BUILT UP STUD SET EPDXY OR EQ. COLUMN ATTACH PER ATTACH COLUMN W WFOS/SD2 (18) 0.148- X 2-1? NAILS I ATTACH 2x TO BUILT UP STUD COLUMN W 12) ROWS OF 0.162"X 31? NAILS @ 6' O.C. STANDARD CORNER A -A • • f ./ • NAIL WALL SHEATHING / // 378' i� 3/B' NAIL EXT. WALL ATTACHING PER PER NAILING U PANELS TO RIM BOARD J�F j. j//%SHEATHING AT VERTICAL 2x STUDS , SEE SCHEDULEW/ ROWS0A31'X / / \ PANEL JOINTS LEDGE FRAMING PLAN FOR (2} NAILSHEATHING / �. NOTE:2-1? NAILS @ 3' O.C. /TO EACH \ - ' NAIUNGj W/0.131'x SPACING AND GRADE 2x BOTTOM PLATE WHEN 3 OF2 MORE WINDOWS ME N A ROW (ONLY JAMB STUDS BETWEENy aj / INTERMEDIATE\.\.\2-i?W11L5 6'O.C. (1)SIMPSON SDNCWINDOWS)CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND > -� / STAGGERED IAM-. / `� \ MAINTAIN 3I8" TO EDGE AND SEE ARCH PLAN 15600 SCREW 8' O.C.mJ/�//MAINTAIN MIN. 3W FROM iSTUD INTHE \\\.\ TO VERIFY SIZE BOTTOM AND EACH SIDE OF OPENING W/ A34 CLIPS TO TRANSFERrc%EDGE OF PANEL. IELDS W O 131 -i0 . \'� �'-� OF PANEL, BTAGGER 88' FROM ENDSAND LATERAL LOADS NAILING ON FACH SIDE 3W FLOOR SHEATHING SPLICES. SCREW TO BE 21?NAILS OOF PANEL JOINT. ATTACHED PER FLOOR INSTALLED TO CENTER\.� SOLIDSHEATHING? 8'OC AT 17SIMPSON LSTA24 bO C `V+ NAILING NOTES OF RIM BOARD BELOW STRAP W/ (22x1.14B` X HEADER U i� • % % / / j % SHEATHING SPLICE AT THE i \� MAINTAIN 1 AY GAP LL MIDJIEIGHT OF RIM / / \ 3' NAILS. BEND STRAP SIMPSON SP4 W/(6) 20 •' 3' 'y/i / / BETWEEN PANELS OVER TOP PLATE MAX 0.148'x,-1?@24'O.C. m BOARD. MAINTAIN 1? GAP RIM BOARD BLOCKING Y. THEN RUN DOWN'r BETWEEN PANELS. 24' O.C. MAX. �' (USE 6P6 h6 STUDS MIN.2x STUD CENTERED ® FACE OF JAMB &BPS R 2x8 STUDS) N ATTACH TO DOUBLE j EXTERIOR WALL / / �_ / / ON VERTICAL PANEL TOP PLATE USING (7) LL; STUDSMEADER. '"♦ ' ,•'/.!•, SHEATHING / / JOINT. SIMPSON A34 (ONLY REDD IF WALL '\\ (2)2x SPF TOP PLATE O / • / / !/ / /•,/ i / / / - %i % / /\�� EXTERIOR WALL RIM BOARD PER TRUSS SHEATHING CANT BE U.N.O. ON PLAN p SHEATHING MANUFACTURER. INSTALLED AS \ (JOIST 24"O.C. HEADER -SEE 2ND ATTACH TO EACH JOIST INDICATED) (MAX) FLOOR PLAN FOR MIN. 0 C TYP. PANEL SPLICE AT WSP RIM BOARD D TYP. VERTICAL EDGE &FIELD NAILING ATTACH RIM BOARD TO BEAM FLANGE W(1) 0.131'x EXTERIOR SHEATHING HEADER SIZE&REO'D 2-i? NAIL FROM TOP OF WALL JAMB STUDS BELOW USING (1) SIMPS0 (1) ROW 0.131"x 2-i? TO BOTTOM OF FLOOR Tom, t f A35 Q 16' O.C. MAX 8 8' FROM NAILS 0 X O.C. WALL SYSTEM (RIBBON / \ s 1 r- �•"-#- i`. �v.��•.\��.i\M .-•//./•;// ENDS &SPLICES SHEATHING TO BEAM) ATTACHED PER ♦ �r- \ `•.l \ �,-• /,/y ;%�./ BEAM OR FLOOR RIMBOARD NAILING SCHEDULE IF TT'T-cam :�\\.>>•�\-\ .. 1/ a //:� GIRDER PER PLAN NOTE: REFERTO IF HEADER IS UPSET (2) ROWS 0 131' x 2-1? SHEATHING CAN NOT U NAIL EXT. WALL SHEATHING TO HEADER W 0.131' x 2-1/7 NAILS @ T O.C. TOP & BOTTOM MAINTAINING 3/4' EDGE DISTANCE. AT EA. END OF HEADER, NAIL SHEATHING TO HEADER W/ (6)-0.131' x 2-7? NAILS. NAIL EXT. WALL SHEATHING TO TOP SILL PLAT W/ 0.131' x 2-1? NAILS @ 6' O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS V 0A 31' x 2-1/7 NAILS @ TOP & BOTTOM, & THEN 6'O.C. EXTERIOR WALL / SHEATHING NAIL EXT. WALL SHEATHING TO SILL PLATE W V i -� / \ 0.131'x 2-1?NAILS@6'O.G \\\ / „ U U NAIL EXT. WALL SHEATHING TO CRIPPLE 'O 1 / L FRAMING W/0.13i'x2-7?NAILS@TOP&BOTTOM,& THEN S'O.C. AT PANEL EDGES & 12' �, �' • y \ \ O.C. IN THE FIELD. AT VERTICAL PANEL JOINTS, REFER TO DETAIL (D). 2%BOTTOM PLATE NAIL EXT. WALL PER PUN • i. -• • \- SHEATHING TO i 3' O C `\ BOTTOM PLATE W MAINTAIN 1A, GAP • • • \ i� \ M. • - �. / • , FOUNDATION PER PLAN. 0.131'X 2-1?NAILS BETWEEN SHEATHING @ 3- O.C. MAINTAIN AND FOUNDATION OR ... , , , .... . W/ TO PANEL EDGE. MASONRY. TYP. EXTERIOR SHEATHING DETAIL (2-STORY) &T=YP.,NAI�LING AT BOTTOM PLATE TYP. SHEATHING & NAILING AT OPENINGS COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the JOIST MAIN SPECS FOR &LOCKING I NAILS @ 3" O.C. WALL BE INSTALLED AS \ AND WINDOW IS Z 2 LOWER (1) SILL REQUIREMEMS SHEATHING TO INDICATED, . ¢ PLATE W/(2)0.148'x 3' 0 BOTTOM OF BEAM CONTRACTOR TO TOE -NAILS. EXT. U LSTA30 AS SHHOMM HEADER OPENINGS a /� PARALLEL TRUSS TO DROPPED BEAM S� LESS THAN 4FT:(,)2x ? 3/4'=1'4T SILL PLATE W (2) w (2) 2x SILL AT WINDOW 0.148' x 3' TOE -NAILS. O W/2x CRIPPLE STUDS `\ OPENING LARGER AT EA. END NAILED TO THAN 4FT: (2) 2x SILL A STUD PACK W/0.14n i PLATE W/A35 CLIPS 2 3" NAILS @8' O.C. \ \ EACH SIDE W/2x g0 THEN STUDS @ Is- �I\ CRIPPLES @ IS- O.C. O.C. ATTACH SILL W - W/(2)0.148'x3' (2)0,48'x3" TOE AT EA. END ( TOE -NAILS T&B Z (PLYWOOD SHEATHING -NAILS OF SILL (MAX OPEN'G \ REDO T&B) WIDTH 4'4T). USE A35 r CLIP AT EA END FOR O OPENINGSGREATER '\ F THAN W BUT LESS THAN 6 O SIMPSON LSTA30 } ,�/ 0 STRAP CENTERED i BETWEEN COLUMN & GIRDER/BEAM BELOW m W/(22)OA48"X 3" SEE FRAMING PLAN O NAILS. (ONLY REQD IF FOR FLOOR g WALL SHEATHING CONNECTION W. CANT BE INSTALLED AS INDICATED) U rc FLOOR GRIDER OR r BEAM y NOT USED WS4 HEADER CONNECTION @ 2nd FLOOR HIGH BM w Bxpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. v 4'0 N Z M wm0 m J to S LU LU Z =ao (9 � H a W 0 Fay ma� I m C O 'L EC u - • ENG: TH a aCHEd CC w JOB No. STAR-159B3 FWZ- SCALE AS INDICATED w DATE: 04R42i SD4 ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON SDWF2724 (0.27 x 24") SCREW @ 24' O.C. MAX, MAINTAINING 8' FROM ENDS AND SPLICES 2x4 SYM RM-BLOCKING BEHIND RIM BOARD. NAIL TO RIM BOARD W/ (2).0.131' x 3' NAILS @ W O.C. FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST IT FROM THE EXTERIOR STUD FACE.... ....OTHERWISE, ADD FLOORSLOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED @ 2C O.C. MAX, W/ (2)-0.131' x 3' TOENAILS TO TOP & BOTTOM CHORDS EA. END, MIN. 1'd' 3/4' FLOOR 0.131' x FLOOR PER FLOOR FRAMING FRAMING SH TOENAILS: SHEATHING TO EA. PIECE OF FLOOR -BLOCKING. NOTES. ��. PIAORJ11LOC10N0: 1-W O.S.B. RIM BOARD OR IJOIST FLOOR -BLOCKING SPACED @ 24' O.C. MAX, MATCHING FLOOR DEPTH. NAIL FLOOR -BLOCKING TO TOP & BOTTOM CHORD OF JOIST W/ (2)- 0.131' x 3' TOE -NAILS. FLOOR JOIST OR PER PLAN. (4)-0.131-X 3-TOE-NAILS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 1, TOP PLATE. PLATE.ILOCKOW MIN. (2H2x4 SYPi2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP PLATE W/ W SIMPSON SDS SCREWS @ 4- O.G. & 2' FROM EA. END. FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) 1 1/2'=1'-0' EXTERIOR WALL SHEATHING PER DETAIL WF1G' SO4 A PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 h BOTTdA PLATE PER PLAN (2)4A 31' X 3' NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 24' O.C. MAX). (2)-0.131' x 3' NAILS @ 3' O.C. & Z' FROM ENDS AND SPLICES; 2x BOTTOM PLATE TO RIM BOARD/RIM BOARD BLOCKING. CENTER NAILS ON RIM SOARDIRIM BOARD BLOCKING. MIN. 1-1 Is" THICK OSS RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (1 } 0.131- X 2-1/2' NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2). ROWS 0.131'x 2-12 NAILS@ B O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WFIO/ SD FOR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S IJI WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. (2)-0.131- x W NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 3' O.C. & 2' FROM EA. END. & EA. SPLICE. DOUBLE 2x TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6): VU" = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR). 1080 PLF (1ST FLOOR) MAX. UPLIFT: 425 PLF NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN. 12' GYPSUM WALLBOARD CEILING PER FBC-R702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM. Il)-W SIMPSON SDWC15600 SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. MIN. 12' GYPSUM WALLBOARD PER FBC-R702.3. (2)- -1/2' SIMPSON SDW/C1545D SCREWS, — INSTALLED PER DETAIL 10/SDWC; EA STUD TO BOTTOM PLAT 3/4' FLOOR SHEATHING PER FLOOR FRAMING NOTES. MIN. 10 GYPSUM WALLBOARD CEILING PER FBC-R3D2.13. EXCEPT WHERE 5/8' TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBC-R302.6. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)- 6' SIMPSON SDMI5600 SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA STUD TO TOP PLATE INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN 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.C. MAX. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6) MAX. IN -PLANE SHEAR: 335 FILE (2ND FLOOR) 1000 FILE (1ST FLOOR) MAX. UPLIFT: 442 PLF NS1* HIGH SHEAR TWO STORY EXTERIOR WALL ROOF SHEATHING & NAILING PER ROOF NOTES. /— 2x SYPC2 VERTICAL BLOCKING BETWEEN EA. TRUSS. / (1)-6 SIMPSON SDWC SCREW TO FROM TOP PLATE TO BLOCKING ON EA. END (TWO SCREWS PER EACH PIECE OF BLOCKING). NAIL ROOF SHEATHING TO BLOCKING WITH RSRS-01 (0.113'x2J/8') RING SHANK NAILS @ 4' O.C. MAX U.N.O.ON FRAMING PLAN: (2)-6' SIMPSON SDWJC15600 SCREWS EA TRUSS TO TOP PLATE. REFER TO -�� DETAIL SISDWC. 2" FLOOR PLATE PER PLAN .1 OVERHANG & CORNICE PER DESIGN PLANS. 2x SYPI2 SUBFASCIA W/ (3)- CA31- x 3' END NAILS TO EA. TRUSS (U.N.O.) DOUBLE 2x TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131' x 3' TOE OR END NAILS, EA STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WF1 W SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SC HEOULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT 2. BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131' x 3' TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (3} 0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. REFER TO DETAILS W5107 (FOR (JOIST) OR W5125 (FOR FLOOR TRUSS) ON THIS SHEET 4REQUIREDPER FOR FLOOR -TO -FLOOR CONNECTION INFORMATION. 1a FLOOR PLAT__E7�PERPLAN' DOUBLE 2x TOP PLATE. REFER TO DETAIL WFO71SD2. (3)- 0.131' x 3' TOE OR END NAILS, EA STUD TO TOP PLATE. 3/4'=1'-0' EXT. WALL SHEATHING PER DETAIL WFIO/ SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O.OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3H 0.131' x 3' TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- -12' SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 101 SDWJC; EA. STUD TO BOTTOM PLATE. (3)- 0.131' x 3' TOE OR END NAILS; EA, STUD TO BOTTOM PLATE. FOUNDATION PER PLAN. SLAB ELEVATION ;Iltlf//'s i# OBI % j+ U) Zf J t7 W F i >- F O yp �F o i4 O W i so O STRUCTURAL ENG: TH of ORAFDNG: STRUCT: HG y OC CHECK: CC O w JOB No. STAR-15941 i SCME: AS INDICATED DATE: 042423 I f SD5 COPYRIGHT MCD 2015: The information contained in this document is Copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 41-V • HALF PARTY WALL WIDTH FIRE RETARDANT STUDDED COMMON TRUSSES 1W GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY 8XW.V344 S USED) SEE DESIGN PLANS. 1rr GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. 3-1!!' THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES �ROOF BEARING HOT. FER TO Pl11N8 - - FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED irC GYPSUM WALLBOARD PER US73PW1. U336N"Z U347MM. OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MN. 51(0.06r x 1-W LONG, 1SB4• HEAD) COOLER NALS OR Na S TYPE W DRYWALL SCREWS (MIN. 1-1M'LONG). ALL FASTENERS SHALL BE NSTALLED Q MAX4.O.C. Q ALL SUPPORTED EDGES & 1r O.C. N FEUD (3J0.131'XrTOE OR END"' EA STUD TO BOTTOM PLATE, EA. OF STUD (1}S THOPSON WWCIWW SCREW, EACHSTUD -� TO BOTTOM PLATE PER 11/SDYVC, (EACH SIDE OF PARTY WALL} MIN. W SYP P2 BOTTOM PLATE ATTACH TO CENTER OF RIM BOARD BELOW USING (1) SNPSON SOWC15500 (0.152 x 61 SCREW Q 24' O.C. MAX MAINTAIN r FROM ENDS & SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SOWF2rA4 (027 x 24") SCREW Q Xr G.C. MAX MAINTAIN r FROM ENDS AND SPLICES FLOOR BEARING REFERTO PLANS _ - FIRE BLOCKING EA SIDE OF PARTY WALLL AB REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE. - EACH SIDE OF PARTY WALL, USING (1) SIMPSON SOWC1NW SCREW Q W O.C. MAX & r FROM ENDS H SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RN BOARD. MN. 3.3M' / PENETRATION TO RIM BOARD. (1)•T T HPSON SDWCI5800 SCREW. EACH STUD TO TOP PLATE PER II Wr. WCH SIDE OF PARTY WALL). IX GYPSUM WA.ISQARD PER U 3771PW1, U33eIPYHrM UB47PW4, OR V344MM EACH SDE OF PARTY WALI FASTEED USING MN. 5d (0.086' x 14V LONG, 150 HEAD) COOLER MAILS OR Na 6 TYPE W DRYWALL SCREWS (LIN. 1-IW LONG} ALL FASTENERS SHALL BE INSTALLED Q NOW C O.C. Q AL SUPPORTED EDGES & Ir O.C. N FIELD MN. W SYP 02 P.T. BOTTOM PLATE (EACH SSE OF PANTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHED. ANCHOR BOLTS MAY BE SPACED AT 36. O.C. MAX & WITHIN 6• OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES' - UPLIFT .270 PI.F - N PLANE SHEAR= 250 PLF TYPICAL PARTY WALL SECTION 1/zsr4r r1- PARTY WALL 4•-2 SW+HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHNG ATTACH TRUSS TO DOUBLE TOP PLATE LL9I/G (1) SIAPSON SOWC15000 (0.152 x In SCREW Q 48' OC & Or FROM ENDS (EACH SIDE OF PARTY WALL) �- DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/SD2 FOR SPLICE& ATTACHMENT TYPO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SWV SON SDWC15E100 (0.152 x In SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U4731PW1, U3361PWZ US47WA, OR V3404" MN ZA SYP 12 STWS Q IV G.C. W/ --WALL BLOCKING EACH SIDE OF PARTY WALL SIP FLOOR SHEATHING EACH SIDE OF PARTY WAIL ATTACH PER NIV1-I4C SCHEDULE PREEN GL FLOOR SYSTEM FLOOR BEARING H_ GT. REFER TO PLANS _ DOUBLE TOP PLATE EACH SBE OF PARTY WALL SEE WF07/SD2 FOR SPLICE& ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U375PW1. U338?%Z U 347IPW4. OR V34MM MIN. 2.4 SYP M12 STUDS Q 16• O.C. W/ MIDHEGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM RATE USING (1) SIMPSON SDWC16M (0.152 x 4-1f2') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION BFORMATION CL PARTY WALL 4.4r-HALF PARTYWALLWIDTH V23W.HAFPARTYWALLWDTH FIRE RETARDANT , FIRE RETARDANT TREATED ROOF SHEATHING I TREATED ROOF SHEATHING STUDDED COMMON TRUSSES W GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV.VS44 IS USED} SEE DESIGN PLANS, 117 GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. 3-1/r THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALLAS REWIRED IW GYPSUM WALLBOARD PER U373PW1. L338IPOYZ U347PW4. OR V344PW5 EACH SIDE OF PARTY WALL FASTENED USING MN 5d (0.089' x I-W LONG. NSW HEAD) COOLER NNW OR No.6 TYPE W DRYWALL SCREWS (PANT 1-1 W LONG} ALL FASTENERS SHALL BE INSTALLED ® MAXr O.C. ®ALL SUPPORTED EDGES & I O.C. N FIELD ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWCIS460 (0.152 xNr2) SCREW CONNECT 2ND FLOOR WALL BN RATE TO 1ST FLOOR DOUBLE TOP PLATE W/ m IRA• x4-IW S SCREWS Q 1r O.C. AND r FW END OF WALLS. ALL SPLxES 71 BE STAGGERED ISM 4r 1rP GYPSUM WALLBOARD PER U373A W7, U33&VW2 U347PW4, OR V344MM EACH SIDE OF PARTY WALL FASTENED 1BRNc MN ad (OAW x I-W LONG, 1581 HEAD) COOLER NAILS OR N. 6 TYPE W DRYWALL SCREWS (MN. 14W LONG). AL FASTENERS SHALL BE INSTALLED Q NAX4' O.C. Q ALL SUPPORTED EDGES & Ir O.C. N FIELD MIN. 2.4 SYP42 P.T. BOTTOM PLATE (EACH SIDE OF -� PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFIED N DETAL WFDIA ON NOTES & CONNECTOR LIDDED SHEET. ANCHOR BOLTS MAY BE SPACED AT 35.O.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPUFT .270 R.F • N BANE STEM= 250 PLF TYPICAL PARTY WALL. SECTION 1rri1'-0' ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) 3NP8W SDWC15000 (0.152 x r) SCREW 04r OC & r FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE W F07/ 8D2FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC16800 (0.152 x In SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PII/1. U33&1'WZ U347PW4. OR V344VW5 INSTALLED TIGHT TO ROOF SHEATHING. MIN. 2.4 SYP 62 STUDS Q 1r O.C. W/MKWEWHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15/50 (0.162 x4.1ro SCREW CONNECT FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x4.Vr BOB SCREWS Q 1r O.C. AND r FROM END OF WALLS. ALL SPICES TO BE STAGGERED MN. 48• DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/802FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (i) SIMPSON SDWC15OW (0.162 x 87 SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373FM, U336M%V . U34TPW4.ORV344P111O5 MN. 24 SYP 02 STUDS Q I O.C. W/MDHEIGHTWALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 z 4.1r2j SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 40 • HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES Ur GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RIFTED WALL SYSTEM OF ASSEMBLY BMN.V344 IS USED} SEE DESIGN PLANS. Ir2' GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. 3.12' THICK GLASS FIBER OR MI NERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES 1Q' GYPSUM WALLBOARD PER U373IPW1, U33B/PW2, U347IPW4, OR WAPWS EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.086' x I-W LONG, 15013V HEAD) COOLER NAILS OR No.8 TYPE W DRYWALL SCREWS (MN 1-1M' LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX M• O.C. Q ALL SUPPORTED EDGES & 1r O.C. N FIELD MN. 2x4 STOP 02 STUDS Q 1S' O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL (1} 8• SIMPSON WWCISWG SCREW, EACH STUD TO BOTTOM PLATE PER 1 UWWC, (EACH SIDE OF PARTY WALL} 2x BOTTOM PLATE. FASTEN TO FLOOR SYSTEM W/ (1) SNA-IM Hr SOWD SCREW (SDYYC15800) Q 2r O.C. & C FROM ENDS & SPLICES. AT PERPENDICULAR FLOOR CENTER SCREW IN PoM BOARD. AT PARALLEL FLOOR: SCREW TYRO BEAMRTBSS, STAGGERING N BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - GROW USING (1) SIMPSON SOWF2724 (027. 24 ) SCREW Q Sr O.C. MAX MAINTAIN r FROM ENDS AND SPLICES PFE434G. FLOOR SYSTEM FLOOR GEARING HOT. - REFER TGPISS _ _ - FIRE BLOCKING EA SIDE OF PARTY WALL AS REWIRED ATTACH RN BOAR TO WALL DOUBLE TOP - PLATE, USING (1) SIMPSON SDWLlMO SCREW Q 2r O.C. MAX & 8• FROM ENDS & SPLICES. SCREW TO BE RMALED INTO THE CENTER OF THE RIM BOAR. MN 38M' PENETRATION TO RN BOARD. (1)• r SIMPSON WWC1MW SCREW. EACH STUD F PLATE PER 11/SDWC (EACH SIDE OF PAR PARTYWALL} MN. 2" SYP82 STUDS Q 15' O.C. W/ MIT HEIGINT WALL BLOCKING 1rl GYPSUM WALLBOARD PER U379PW1, U9961PwZ U347~, OR V34WM EACH SIDE OF PARTY WALL FASTENED USING MN. 51 (OAW x 1-W LONG. 150I1 HEAD) COOLER NAILS OR Na 6 TYPE W DRYWALL SCREWS "N. 1-IW LONG} ALL FASTENERS SHALL SE NSTALLEDQ MAXPO.C. QALLSIPPORTED EDGES & 1r O.C. N FEUD MN Ix4 SYP #2 P.T. BOTTOM PLATE (FACHI SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAL WF07A ON NOTES & COM ECROR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT Sr QO MAX & WITHIN r OF EACH END OF WALL S EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES. - UPLIFT - 270 PLF - N PLANE SHEAR • 2W PLF WW08 TYPICAL PARTY WALL SECTION V-2 3W • HALF PARTY WALL WIDTH PARTY WALL FIRE RETARDANT ITREATED (HD PENETRATIONS ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) 31MPSON SDWC75N0 (0.152 x 1n SCREW Q 48.00 & r FROM ENDS (EACH SIDE OF PARTY WALL) FHRE BLOCKING EACH SIDE OF PARTY WALL AS REWIRED DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFO7/S132 FOR SPLICE AND ATTACHMENT BFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON BOWC15800 (0.152 x In SCREW (EACH SIDE OF PARTYWALL) FIRE RATED WALL SYSTEM PER U373117W1. U33MIIWZ US471PW4. ORV344PM NWALLEO TIGHT TO ROOF SHEATHING. MN W STOP 02 STUDS Q 1r O.C. WIMIDHEIGHT WALL ATTACH EACH STD TO BOTTOM PLATE USING (1) SIMPSON SDWC16480 (0.152 x41&1 SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2)1M• x4-11r SDS SCREWS Q 1r O.C. AND r FROM END OF WA1S. ALL SPLICES TO BE STAGGERED MIN.4r DOUBLE TOP PLATE EACH SIDE OF PARTY WAIL. SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SNPSON SDWCISM (D.152 x 6') SCREW MACH SIDE OF PARTY WALL) FROM RATED WALL SYSTEM PER U373PW1, U3381PW Z U347PW4. ORV344PM MN 2.4 SYP Q STUDS Q 12' O.C. W/MDJIEOir WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1)SIMPSON SDVX1649D (0.152 x 4-M4 SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 1rM4r4r ��E;111lIB m ® 5a/3' a rc� e��O�V ALA "1 �oq U U �z O i i F Ewa i a U o i N D U :r :o Eo E o H 0 a H O; za W .- ii� +O J Z bpi 10 Q ci s 8 4 ~ Q F ) 0 Q. H '� z z Q O f 0 N 3: ��MJTM :r W >L_ 1 O n J f <3 W �WH- Q z 8�_ iw� C W W a W F6 =wM rc ,F m � W �Z N _ �w i x a m + + c 5~ CON 9 t Z N O a C 1. _j C °u ;Q 1A5 O 0 12 J 10 O Q 1z = W T-a3 ; �m 0 o - U J X z LOU �} a J }U.1 o T N V F ;fa- • �W n Z U p STRUCNRAL END: TH - o i STRUCT HG � � oc cHEcx: cc C W J08 No. STAR-15 CS SCALE: f AS INDICATED z DATE: o4rzHm � 5 U o SD6 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)SW - THREADED Roo. r MIN. EMBEDMENT W/ SMPSON SET,W EPDXY OR EM ATTACH TO COLUMN W/(18) War x2-,rP WALL SHEATHING SHALL BE NAP INSTALLED AS A CONTINUOUS SHEET FROM ODOR OPENING TO 2. SEPARATION FRAME BULLDING CORNER W/ NAILING PER WALL TOP &BOTTOM WF10e PLATES SHALL NUN CONTINUOUS PAST END OF SLAB ADJACENT FRAME WALL DOOR OPENING TO EN) OF SLAB INTERSECTING b, FRAME WALL SHALL BE SCREWED TO MIN. (3) 2x SEPARATION PLY BAT LUP COLUMN WITHIN WALL FRAMING SEPARATION FRAME WALL W/ (2) IW SI PSON SOS SCREWS INSTALLED 4 FROM TOP S 1-12' EDGE DISTANCE, FIRE RATED WALL OTHERWISE OTHERWISE SPACED p 1r C.C. ASSEMBLIr LU347PW4, OR STAGGERED 6'MAX V344VM INSTALLED TIGHT TO ROOF SHEATHING. SECTION A -A 4-0' HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (RING PENETMTKNS) ROOF SHEATHING AND FASTENING PER HALING SCHEDULE 12• GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY eX N V344IS USED). SEE DESIGN PLANS. 1? GYPSUM WALL BOARD MAY BE SUBSTITUTED w/ MIN. 3-1?THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES NgA10 R 18.O.G 6 r FROM EA END OF TRUSS, CONGRACTOR MAr USE SIMPSON SONIC sGXtEWB p r O.C. & V FROM ENDS PER2ABDWC Y�REFERBEFIi1�3 T-� FIRE BLACKING AS REQUIRED EACH WALL S LAID OR EACH BU TT W FASTENED TO DOUBLE TOP PLAT? W/ (1) SIMPSON SDWC 15800 S' SCREW MID-PONT BLOCKING BETWEEN STUDS U.N.O. ON FRAMING PLANS 1?GYPSUM WALLBOARD WALL W/ Sd COOLER (OA56Sc 1d/8'LONG,,&E4•HEAD ORSSW DRYWALL SSEYYS 1-,/4 LONG 44' O.C. ON EDGE & tr O.C. N FIND (,} 6• SIMPSON WWC155DO SCREW, EACH STUD TO BOTTOM PLATE P6211/s M MIN. 2x4 SYP 02 BOTTOM PLATE ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131' x r NALS p 4 O.C. MAX ATTACH BOTTOM PLATE TO DOABLE LINT PLATE BELOW SCREW p IN O.C. MAX MAINTAIN r FROM ETUDE AND SPLICES FIRE BLOCKING AS REQUIRED SW FLOOR SHEATHING FASTEN PER PLAN PRE -ENS. FLOOR SYSTEM bFLOOR BEATING MCAT. C-0• - HALF PARTY WALL WIDTH FOE RETARDANT rF. PARTY WALL TREATED ROOF SHEATNBN) NO PENETRATIONS) ATTACH SHEATHING TO FRAME WALL DOUBLE TOP RATE WIRSRS-01 NAIL$ SPACING PER A A SHINGLE ROOF TABLE ON 81. DE SHIM MATCHING PITCH OF ROOF TO FILL GAP BETWEEN TOP RATE & SHEATHING IF REQUIRED FASGA WATERPROOF]NO. AND FLASHING BY BUILDER/OTHERS. NOT MCD EACH WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP RATE W/ (1) SIMPSON SDWC 15WO V SCREW DOUBLE TOP PLATE SEE WF07/SD2FOR SPLICE &ATTACHMENT INFO. FOE RATED WALL ASSEMBLY PER UHM", U33SIPWI "I" M*WALLED TIGHT TO ROOF SHEATHING. CAULK WITH AN APPROVED PRODUCT TO CREATE AIRTIGHT SEAL PER MANUFACTURERS INSTALLATION INSTRUCTION& PROVIDE MINERAL WOOL. OR OTHER APPROVED METHOD TO FILL N VOIDS EXTERIOR WALL SHEATHING AND NAILING PER WF1dSD4 CONTINUOUS WALL BLOCKING INSTALLED AT MAX T-W O.C. AS MEASURED VERTICALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE BUILDER TO VERIFY INSTALLATION. TYP. UPPER2x4SYP 02 STUNS�1r O.C. MAX STUDS SHALL BE INSTALLED CON? FROM MID WALL RATE TO UNDERSIDE aF RaoF SHEATHING, CENTERED OVER LOWER STUDS EACH ABOVE WALL STUD OR EACH BUILT LOP COLUMN STUD FASTENED TO BOTTOM PLATE W/ (1) SIMPSON SDWC 15600 V SCREW A to FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM RATE TO BELOW FRAME WAIL DOUBLE TOP RATE W/ 112) /4'x41? BOB SCREWS p 17 O.C. MAX. W/ r EDGE MD CWN.L.EARRAANTECE -- +Fia4.aM• LOWER 2. FRAME WALL DOUBLE TOP RATE SMALL MNTCI ELEVATION OF FLOOR SIEATHNC (Tpp) (6 N- 1a1314'.BULGIER SFWl PIED VERFYAND COTU ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, �- EACH LOWER WALL STUD OR EACH SUIT UP COLUMN 11.4NG (1) SIMPSON 8DNIC16600 SCREW p 18.O.C. STUD FASTENED TO DOUBLE TOP PLATE W/ (1) MAX & T FROM ENDS a SPLICES. SCREW TO BE SIMPSON SDWC 15900 C SCREW UWALLUED INTO THE CENTER OF THE RIM BOND. MN. 3-W PENETRATION TO RIM BOND. LOWER 2x4 SYP 52 STUDS a 1r o.Q MAX STUDS SHALL aE INSTALLED CONTFROM FOUNDATION TO MID WALL PLATE TO MATCH ELEVATION OF FLOOR (1)- V SMPSON SOWC15000 SCREW, EACH STUD SHEATHING. TOP p+/- 19-4 3W TO TOP DOIJSETOP PLATE W/19)0.140'x3.1M TOENAILS TO EA R,IO , TYP. FIRE RATED WALLASSEMBLV PER U373NW7 U330PW2 U947IPW4 OR V3411PWS INSTALLED TIGIiT Tl1 ROOF MIDPOINT BLOCKING BETWEEN STUDS UJLLO. ON FRAMING SHEATHINIG. CALILKYYI7FH AR APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTURER'S PLANS RWALATION INSTTRUC ION& PROVIDE MINERAL WOOL WALLBOARD WALL W15d COOLER OR OTHER APPROVED &WHOO TO FILL N VOIDS /I�pp?0p090��Y��PSUM DRWVALL S7REW81�18N'4LONG OR SO dN EACH WALL STUD TO P.T. BOTTOM RATE W/ //1� EDGE & 1r QC N HELD SMPSON 16/5041?SCREW (EACH SIDE OF 2X482 SYP WALL W/ STUDS Q 16. O.C. SEE 6102 INTHE BEARING WOOD ALL SCHEDULE SHEET S51 FOR ADDITIONAL INFORMATION. CONNECTION CAPACITIES: -UPLIFT.270" MN. 2.4 SYP 42 P.T. BOTTOM PLATESID (EACH E OF - INPLANE SHEAR. 300 PLF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WFGZA ON MOTES& CONNECTOR LEGEND SHEET, ANCHOR .. .:. BOLTS MAY BE SPACED AT 36' O.C. MAX & WTTHN V OF EACH ENDOF WALL& EACH BOTTOM RATE SPLICE FOUNDATION PER THE FOUNDATION PLAN TYPICAL PARTY WALL SECTION (VE) W-W - HALF PARTY WALL WIDTH 4'-2 3W • HALF PARTY WALL WDTH W-O't HALF PARTY WALL WIDTH 4'-2 3W • HALF PARTY WALL WIDTH FIRE RETARDANT PARTY WALL FIE RETARDANT FINE RETARDANT IL PARTY WALL FIRE RETARDANT TREATED ROOF ffiEATHNG TREATED RODE SHEATHING TREATED ROOF SHEATHING TREATED ROOF SHEATHING No PENETRATIONS) (NO PE ETRATIONS) STUDDED COMMON TRUSSES - , 1 1 1 STUDDED COMMON TRUSSES 1? GYPSUM WALL BOARD EACH SIDE OF I I ,?GYPSUM WALL BOARD EACH SIDE OF I PARTY WALL PER FOE RATED WALL ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) PARTY WALL PER FIRE RATED WALL ATTAC1 TRUSS TO DOUBLE SYSTEM OF ASSEMBLY BXUV.V3441S SIMPSON SOMI 5800 (0.152 x V) SCREW p 4r OC SYSTEM OF ASSEMBLY BXUV.V344 IB TOP PLATE USING (1) SIMPSON USED). SEE DESIGN PLANS. 1? GYPSUM a V FROM ENDS (EACH SIDE OF PARTY WALL) USED), SEE DESIGN PLANS. 1? GYPSUM A SDWC15OW (0.152 x � SCREW WALL BOARD MAY BE SUBSTITUTED W/ WALL BOARD MAY BE SUBSTITUTED W/ p 4r CO a r FROM ENDS MN. 3-i? THICK GLASS FIBER OR MN. 3.1? THICK GLASS FIBER OR (EACH OF PARTY WALL) MINERAL WOOL INSULATION MINERAL WOOL. INSULATION COMPLETELY FILL THE STUD CAVITIES COMPLETELY FILL THE STUD CAVITIESI ISIDE DOUBLE TOP PLATE EACH ` DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE SIDE OF PARTY WALL SEE FIRE BLOCKING EACH SIDE OF WFO7/SD2 FOR SPLICE a FIRE BLOCKING EACH SIDE OF WFUISM MR SPLICE a PARTY WALL AS REQUIRED ATTACHMENT INFO PARTY WALLAS REWIRED ATTACHMENT INFO 1!r GYPSUM WALLBOARD PER U373APW1. U336IPWL 1? GYPSUM WALLBOARD PER U3731PW1, U3351PVfG ATTACH EACH STUD TO U347~ OR V344RW5 EACH SIDE OF PARTY WALL ATTACH EACH STUD TO DOUBLE TOP PLATE UUTIPM4, OR V34,UPW5 EACH SIDE OF PARTY WALL DOUBLE TOP PLATE USING (1) FASTENED USING MIN . Ed (0.088• x 1-&r LONG. ISN• USG (1) SIMPSONEDYVC16800 �.162: to FASTENED USING MIN. Ed (O.OSS' x I-W LONG, 15SC SIMPSON SDWC76W0 ro.152 z HEAD) COOLER NAaB OR N. B TYPE W DRYWALL SCREW (EACH SIDE OF PARTY WALL) HEAD) COOLER NAILS OR No. a TYPE W DRYWALL V) SCREW (EACH SIDE OF BE INSTALLED SCREWIS (MIN. O'MAXL4'DO.0 ® SUPPORTTENERS ® BE WBTALLLED QWK O'MAX P OC O.C. SUPPORTEALL FASTENERS D FIRE RATED PARTYWALLWALL SYSTEM FOE RATED WALL srsrEM PER U3791PW1, EDGES a 17 O.C. N FIND U33S0PWM, W471PW4. OR V3441PW5 EDGES a 17 O.C. N FIELD PER U373N". W3S/PWZ U1347PM, OR V3441PM5 MIN. 2"SYP 42 STUDS p 16. O.C. W/ MID -HEIGHT MN 2.4 SYP92 BOTTOM PLATE. SCREW TO WALL BLOCKING EACH SIDE OF PARTY WALL MN. W SYPS2 BOTTOM PLATE SCREW TO MIN. 2.4 SYP 02 STUDS p 14 PARALLEL FLOOR TRUSS BELOW W/ (2)-W x 3-117 PARALLEL FLOOR TRUSS BELOW W/ (2}1M x 3.1ir O.C. W/ MID -HEIGHT WALL BOB SCREW$ 0 IV O.C. a 4 FROM ENDS a MN. 2x4 SYP 0280TTOM PLATE ATTACH TO SOS SCREWS p IV O.C. a C FROM ENDS a BLOCKING EACH SIDE OF SPLICES. CENTER OF RIM BOARD BELOW USING 0.131' x r SPLICES. (EACH SIDE OF PARTY WALL) PARTY WALL NAILS p 4. O.C. MAX. ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE I ) SNPSON SDWCI5SO0 SCREW, EACH STUD (1)-0• SIMPSON SOWC15SO0 SCREW, EACH ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE STUD TO BOTTOM PLATE PER I115DWC, BELOW (EACH 887E (0 PARTY WAR) WUSINGa 3 (1) TO BORON PLATE PER 11/SDYIC, (EACH SIDE BELOW (EACH SIDE OF PARTY WALL) USING (1) (EACH SIDE OF PARTY WALL) SIMPSON MAINTAIN V 24 OM x 24'1 SCREW C Sr O.C. OF PARTY WALL) SIMPSON SDWFZT24 (027 x 24) SCREW p 3r O.C. MAX MAINTAIN 6' FROM ENDS AND SPLICES MAX. MAINTAIN r FROM ENDS AND SPLICES r d4' BOOR SHEATHING EACH SIDE OF PARTY 3W FLOOR SHFATHNG EACH / WALL ATTACH PER HALING SCHEDULE PER NAILING SCHEDULESIDE OF PARTY WALL ' PRE, N FLOOR SYSTEM *ROOTTO SNOT. FLOIREBE NOFER TO PLANSY h . OCR8 NOT. REFER TO PLANS FIRE BLOCKING EA SIDE OF ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, V REFIRE BLOCKING EA SIDE OF DOUBLE TOP PLATE EACH PARTY WALLAS REOLIIRED USING (1) SMARM SDWCIMW SCREW p IW O.C. PARTY WALL AS REWIRED SIDE OF PARTYB-TLJD SEEMAX & 8'FROM ENDS a SPLICES. SCREW TO BE W W7/SD2 FORPLICE & NsrALLED Nro TILE CENTER OF THE RIM BOARD. ATTACHMENT IFO SCREW / (DOUBLE TOP PLATE TO PARALLEL FLOOR SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOORMIN.9-014' PENETRATION TO RIM BOARD.TRU88 W/ (2} 1M' x 4,?SIDS SCREWS p 24'O.C. / W/R},q• x 41? 9DS 8(xi6WS p 24. O.C. & ATTACH EACH TO DOUBLE TOP PLATE USING 4 FROM ENDS & SPLICES. 4 FROM ENDS & SPLICES. (EACH SIDE OF PARTY (1) SIMPSON SDWCIS6D0 (0.1Sr x 61 SCREW (EACH DOUBLE TOP PLATE EACH SIDE OF PARTY WAIL WALL) SIDE OF PARTY WALL) SEE WF07/SD2 FOR SPLICE 6 ATTACHMENT INFO IW GYPSUM WALLBOARD PER usira PW1, U33dem W47PW4. OR V3440PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 6d (OABS' x 1-W LONQ 1544 HEAD) COOLER DULLS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-IW LONG} ALL FASTENERS SHALL BE INSTALLED p MAX O.C. p ALL SIPPORTED EDGES & 12' O.C. N FIELD MN. 2.4 SYP 02 P.T. BOTTOM RATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT Sr O.C. MAX a WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPAICmE3: -IPLFi -270 RF - N PLANE SHEAR- 250 PUP TYPICAL PARTY WALL SECTION NOT USED 1rri1'-0• ire•1'-0' (,}r SMPSON SOMI5800 SCREW. EACH STIR TO TOP PLATE PER I USDWC, (EACH SIDE OF PARTY WALL} FIRE RATED WALL SYSTEM PER U37&MI. U33SPW2, U3471PW4, OR VU41PWS MIN. 2.4 SYP 02 STUDS p IT O.C. W/ MID44EIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.162 x 4-IM SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION IW GYPSUM WALLBOARD PER W731PWI. LU33SN"Z U347PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MN. Ed (0.08R x I-W LONG, 1544 HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (MN. 1-IW LONG). ALL FASTENERS SWILL BE INSTALLED cD p MAX C D.C. p ALL SUPPORTED EDGES & 12" O.C. N FIELD MN. 2.4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PART' WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES a CONNECTOR LEGEND SHEET ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN W OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES. -UPLIFT -271) PLF - N TIME 94EAR-250 PLF TYPICAL PARTY WALL SECTION 17-1'4r FOE RATED WALL SYSTEM PER U3731PN1, U33dPWZ U47MM. OR V3NPW5 MN. 2.4 SYP 42 STUDS p IS' O.C. W/MID-HEIGHT WALL BLOOMING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 411r) SCREW (EACH SIDE OF PARTY WAIL) SEE FOUNDATION RAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION R add dd � diP IIIIIq� u) $ 1 1iV`Y/ `� et a � •� t� °s LU = STRUCTURUE- TH OC CNEfX CC 0 xle No. STAR-15�1 t SCALE: AS INDICATED w DATE: OG2K23 SD7 COPYRIGHT MCD 2015: The information Contained in this document is copyrighted and is the exdusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOT USED FRE EKNINEEAED FIRE RETARDANT ROOF TRUSSES PER SHEATHING ATTACHED PER PLAN NAILING SCHEDULE SEE ARCHITECTURAL PUNS 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 FIE RATED SOFFIT PER GA FILE NO. RC 2602 TO EXTEND A MIN. 44' EACH SIDE OF 2 HOUR FIRE RATED ASSEMBLY. INSTALL BASE LAYER 6W TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD TRUSSES W O.C. WITH 14W TYPE W OR S DRYWALL SCREWS 24' O.C. FACE LAYER SIB' TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1-7AP TYPE W OR S DRYWALL SCREWS 1r O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 1-Irr TYPE G DRYWALL SCREWS 12' O.C. RACED r BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24 FROM BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING 12' WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 0.131' x 2-12' NAILS. APPROPRIATE ROOF COVERING. FIRE CAULK EDGES AND ENDS AS REOUNED TO PROVIDE AN AIR TIGHT SEAL TYPICAL FIRE RATED SOFFIT E PARTY WALL r C a-- OR RUNNER INSTALLMED PER MANUFACTURERS UFACRERS I SPECIFICATIONS 2x SEARING WALL PER PLAN. SEE EXTERIOR FRAME WALL SCHEDULE INTERIM FINISH PER SUILDEA'S SPECIFICATIONS FIRE RATED WALL SYSTEM PER DESIGN PLAN. INSTALLED TIGHT TO ROOF SHEATHING. W1 TWO HOUR FIRE WALL @ FRAME INTERSECTION aN4r-0' r C CHANNEL OR RUNNER MIN. SW AR SPACE INSTALLED PER MANUFACTURERS FIRE RATED ROOF SPECIFICTIONS SHEATHING PER RAN BREAKAWAY CUP OR TRUSS OVERHANG EACH ALUMINUM ANGLE SIDE INSTALLED PER MANUFACTURERS SPECIFICATIONS WHERE EXTEND GYPSUM BOARDS REQUIRED PER UL PER FIFE RATED WALL U37314W1. U33&IIPWZ SYSTEM INTO SOFFIT AREA U347~ Oft V3441PM SECTION A -A ROOF 8MEATNNG ATTACHED PER WALING : I : : I : I LE A FASCIA PER PLAN � ..... ..�.�...�.�.�.�.�.�.�.�. GYPSUM BOARDS PER FIRE RATED WALL ATTACH CHANNEL FLANGE SYSTEM U37SA*N7. U33SIPWZ U34TMVW OR TO BOTTOM OF FASCIA WN VS/4IPWS MUST EXTEND INTO SOFFIT AREA. (B)14W TYPE W SCREWS IF EXTERIOR WALL IS FRAME INSTALL C CHANNEL OR RUNNER FROM BOTTOM OF PROVIDE SOW BLOCKING FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE AS REOUIRED TO INSTALL C EXTENSIONOF THE GYPSUM BOARDS. FASTEN r C CHANNEL TRACK CHMMEL OR RUMMER WNMIN 1-1N4' TYP W SCREW TO FRAME OR 3M(' x 24W TAPCONS TO MASONRY AS EXTERIOR WALL. PER PLAN E SP, EO PER UL US731PW7, U33S1PWZ U3471PW4 OR V334�44PW3 resin TWO HOUR SEPARATION 0 EAVES /, ts) V) J H LLI J >J LU H F- W W a rn M - N a m � z O C `= In J_ WDO u m J 0La <Z =a>o 0 F - 1— aW0 r~iJv� • END: TH 5 sTM1Cr: He >� OC diEd(: CC 0 ID JOB No. STAR-15993 i SCALE: AS INDICATED w DATE: OV24R2l 12"�1141` 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. 4 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 of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannct 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 concemirg alternate materials and aftemate methods of construction. Only products which bear IJUs Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U373 March 05, 2018 Nonbearing Wall Rating -2 Hr (Area Separation Wall, Sae items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A and 4B) Nonbearing Wall Raring 2 Hr (Protected Wall, See item 4B) Finish Rating -120 Min. (See item 4) • Indicates such products shall bear the UL or cUL Certification Mark or junsdictions employing the UL or cUL Certification (such as Canada), respectively. MOTION A -A SECTION B-B O 100 .a '�00 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 ft) 1. Floor, Intermediate or Top Wall - 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 gaN steel having •H' - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and '^ flange width 1-1/2 in. 0 3. Gypsum Boar& -Two layers of 1 in. thick gypsum wallboard freer panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H' -shaped studs. g GEORGIA-PACIFIC GYPSUM LLC -Types TRSL, DGUSL o PROTECTED WALL: (Bearing or Nonbearing Wet, as indicated in Item 4, 4A and 4B. When Bearing, Load Restricted for Canadian Applications -See Guide BXUV7.) w Z DETAIL SHOWN ON THIS SHEET IS > 4. Woods SSMs - For 2 Hr. Bearing or Nonbearng Wall Rating - Nam 2 by 4 in., max spacing 24 in. OC. Studs aossbraced at midbelght PUBLISHED ��(BlY NS a LABO ): IGNED where necessary for clip attachment Min. 314 in. separation between wood training and area separation wall. Finish rating evaluated for wood 0 S R STRUC f� studs only. IS DRAWL ONLY. % 4A. Steel Studs - (As an alternate to hem 4, not sham) - For 2 Ile. Bearing Wall Rating - Corrosion protected steel skids, ern. No. 20 MSG (0.0329 in., mn bare moral thickness) steel or ern 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) Sri p�6 w O� primed steal, cold formed, shall be designed in accordance with the current edition of the Specifcetion for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. Ali design details enhancing the structural integrity of wag assembly, ndudng the 'e9ez gy ++� N Maw axial design bad of the studs, shell be specified by the steel stud designer and/or producer, and shall meet the requirements of al applicable +. O 's" p i 4, '�aw local code agencies. The max stud spacing of wag assemblies shall not exceed 24 in. OC. Studs attached to floor and calling tracks with 12 n. 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 U and bottom tracks shelf consist of steel members, min No. 20 MSG (0.0328 in, min bare metal thickness) steel or min No. 20 GSG (0,036 in, thick) getv steal or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent O assemblies such as a floor, ceiling, and/or other wolfs. Attached to floor and caging assemblies with steel fasteners spaced not greater than 24 ,"a' 0 i in. OC studs orossbraced with stud framing at midbeigh: where necessary for dip attachment. Min 314 in. separation between steel framing and area separation wall. Fish rating has not been evaluated far steel studs. 4& Steel Studs -(As as aeemate to hears 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbeamg Wall Rating - Channel shaped, fabricated from min 25 MSG corrosio"ratected steel, non 3 W in. wide, rrin 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 p i - A in. OC. Studs to be cut 318 to 314 in. less than assembly height Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG comision-protected steel, ern width M accommodate stud size, with min 1 in. long legs, attached to floor and ceding with fasteners 24 in. OC i m' 1101 ` ax. Studs cross -braced with stud framing at mid -height where necessary for clip attachment Mn 314 in. separation between steel framing and ° `� area separation wag. Finish rating has not be evaluated for steel studs. Q 5. Gypsum Bound - Classified or Unclassified - Min 12 in. thick, 4 ft wide, applied either horizontally or vertically. Wallboard attached to wood W 12 studs (Item 4) with 1-114 in. long steel drywall nails spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 4B) with 1 in. long Type S ° steel screws spaced 12 in. OC. Vertical pints located over studs. (Optional) Joints covered with paper tape and pint compound. Nail or screw W w heads covered with joint compound. t w 5A. Plywood Sheathing or OSB - (Not shown) -As an alternate to Item 5, Nominal 12 in. thick or greater plywood or OSB applied homontally o� or vertically to wood or steel studs. Vertical pins located over studs. Horizontal joint shag be butted fight to form a dosed pint Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum clips shall p rc Z be spaced as described in ftem 6. n j H F_ 6. Attachment Clips -Aluminum angle, 0.062 in. thick, min 2 in. wide with min 2 in. and 2-12 in. legs. Gips secured with minimum one Type S u ill screw 3/8 in. long to W stud, and with minimum one Type W screw 1-114 in. long to wood homing or steel framing through holes provided in rc > clip. Clips spaced a max of 10 IN OC vertically between wood or steel framing and "K studs for separation wags up to 23 ft high. For separation W Weis up to 44 ft high, dips spaced as described above for the upper 24 ft, and the remaining wag are below required dips spaced a max 5 ft o > N m LL OC vertically between wood or steel honing and "IT studs. W 5 w 0 K 7. Batts and Blankets- - (Optional, now shown) - Placed in said cavities, any glass fiber or mneral wool insulation, max 3.0 pd density, 1 O N bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Baer and Blankets (BKNV or MZ) p Categories for names of Classified companies. y O ` Indicates such products shall bear the UL or CUL Certification Mark for jurisdictions employing the UL or cUL o a Certification (such as Canada), respectively. O appevsaerrcveicaer. ao rM1aMa � — rro x-tinwd o uLPrmmMadkoram.kaircwdraetorysulaaroorarouowirpeapNaa: AasmnNka, Coatrumbrn, Dedgna, fysbms,erMra Cmtlneatlma pas.l mum to ere.xYee In Melt erWelyaM ManomrWkatrna reamer. Mllqut+m' rramPwenerl rrtla ama la trawxq.k 2. sa etrtmrcnt'ReMreeenom Me dwrc eerm.:atlona grMoy wtM pwmiuMham u-naNappur agacewrome � a eL 'masted material. In adaltim, Me 'primed mneriai'wen wkdaa"Want rctlo In Me fdiodm toed:'e Alta UL LLC U F C m° go m oa a- lap_p Z �Z W o� Q J E z� J n � O� oQrs °�� 1Q M O U I= ~ g L S Z V 00w W OO 1 g H W = Z W N 7 U ZO a m ° U W Z d1 =v w 4 a= vro c O w . In 0 Do ~O y o Win, X- o O Q N F� 2ILZ I" IL °w -� .0 J x 2 W a0 0 ohmo O H y oa W KI— HZw s 0 o sTauclVaAk Eno: TH w DRAFTING: _ <7 j 5 s1RUcr: HG >� U GC-E.: CC W F JDB No. STAR-15993 gF si-E: AS INDICATED w W Mm: 0/2423 6 O U it = Pwi i G r° COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J �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 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 ativiseI to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and atremate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May 08, 2018 Exposure to fire from separation Wall side only Nonbearing Wall Rating -2 Hr (Separation Wall, See items 1, 2 and 3) Bearing Wall Rating n 2 Hr (Protected Wall, See des 4, 4A) Nonbearing Wall Rating 2 Hr (Protected Wall, See item 4B) Finish Rating - 120 Min. Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL orcUL Certification (such as Canada), respectively. SECTION A,A SECTION B-8 O w o COWIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY I 0 0 0 1'1 �11 ,, �1 11 o © o 0 CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Max Height - 66 tt) 1. Floor, Intermediate or Top Wall - 2 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced at 24 in. OC. 2. Metal Studs -Steel membersformed from No. 25 MSG gaN steel having "H" -shaped flanges spaced 24 in. OC; overall depth 2 in. and flange width 1.3/8 in. 3. Gypsum Boars - 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. CDC INC - Type SIX UNITED STATES GYPSUM CO -Type SLX USG BORAL DRYWALL SFZ LLC - Type SLX USG MEXICO S A DE C V - Type SLX PROTECTED WALL: (Bearing or Nonbearing Wall). When Bearing, Load Restricted for Canadian Applications- See Guide BXUV7. 4. Woods Studs - Nom 2 by 4 in. max spacing 24 in. OC. studs cross braced at mid -height where necessary for dip attachment Min. 3/4 in. separation between wood framing and fire separaton wall. 4A Steel Studs - (As an alternate to hem 4, not shown) - For 2 H, 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 Coll -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long type S-12 steel screws on both sides of studs or by welled or boded connections designed in accordance with the AISI specifications. Top and bottom (racks shaft consist of steel members, min No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG (0,036 inthick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud framing at mid -height where necessary for dip attachment Min 3M in. separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 4B. Steel Saws - (As as alternate to hems 4 and 4A, for use in Configuration B only, not shown) - For 2 Hv 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 3/4 in, less than assembly height Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corosion-protected steel, min width to accommodate stud size, with min 1 in. kxg legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at mid -height where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 It wife, applied either horizontally or vertically. Gypsum board attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0,063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type S screws 318 in, long to "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in dip. 6A. Clip placement (Item 6) for separation walls up to 24 ft high. Space clips a max of 10 It OC vertically between wood framing and "H" studs. 6B. Clip placement (Item 6) for separation walls up to 44 it high. Space clips as described in Item 6A for upper 241E Remaining wall area below requires clips spaced a max 5 R OC vertically between wood framing and"H'stud5. 6C. Clip placement (hem 6) for separation welts up to 66 fl high. Space clips as described in item 6A for upper 241E Space dips as described in item Be for next 20 ff. below the upper 24 R Remaining wall area below requires dips space a max of 40 in. OC vertically between wood framing and"H'shlds. 7. Non -Bearing Wall Partition Intersection - (Optional) - Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3 in. long 10d nails spaced a max 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in long 10d nails Spaced a max 16 in. OC. vertically. Intersection between partition mod studs to be flush with the 2 by 4 in. studs. The wall partition mod studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. lug 10d nails spaced a max 16 in. OC. vertically. Maximum one non -bearing wall partition intersection per stud cavity. Non -bearing wall paragon stud depth shall be at a minimum equal depth of the wall. 8. Caulking and Sealants' - (Optional) - A bead of sealant applied around the partition perimeter, and at the interface between wood or steel framing and gypsum board panels to create an air bamec KNAUF INSULATION LLC - Type ECOSEAL Plus Indicates such products shall hear the UL or cUL Certification Mark for jurlsdkdlons empkyirg the UL m cUL Certification (such as Canada), respectively. CONFIGURAT10N B rh •rxeemm:e>, cmp.cryz nM,lw x Pc.aru m me aMrMeMee mn ml m MM<s eulr<mu proarcta so IhlxlleM Inn seen mmWmrM cmex uL•s Ftllon Jp eerxka. Omy—pi—IniM IngmeLLmxk inosl M w IMbCMtlItl end cwarM,mMv ULY raMowslp ferwu.AMays ID1kMlire EXPOSED TO FIRE FROM EITHER SIDE xxx m tlw pros t uL permtls tlIe reyramctlm am. mM4asl cem.mea M- sane exrrr m- on—, sw*. tome M —ni; —ndnon,c: I. rn. woe ird—on, AasemgMs, CV Wucrbx.OeLpu, syfYnu. xWa Cxtletatlans ((Meal must Ee pre.enkO.I mek enikaly xtl ba rarrniaki6q mxnrr. Max,txH rnslllplMMllen Utlx UMtM Ix bmsYlpsl.2ele xMten,erx Teprlxe4 frmn me oN1,m Cxmlutlms praMy calm permlubn Ram LL' mutappeer gacMbtlm exeatlM ms1xYl.In MMdltlm, Ind npMNE rmprlMl must Mmlutle a c.PYr19a mtla M me fdlow4rp fwmf. rot01911L LLC 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 MC 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. NTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. DETAIL SHOWN ON THIS SHEET IS PUBLISHED BY UL (UNDERWRITER r Q.Q!•••••1� ••�ij _ 1a� • m lJ • nJ L • U • • • T O Is /rt r +\t � ZN G � (n Q z� F J Q NG �^� zZ Q� K o� C_J CID F— ce) pp$ UJ F � tic cllecx: cc 0 w .IDB No. STAR-15993 2 SCALE: AS INDICATED w care: oerz4ro a d PW2 �L Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submdtw 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 Me 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 aftemate materials and aaemate 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+esatance ratings - ansitul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - can/ulc-s101 certified for canada design criteria and allowable vanances 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 items 5 and 5A) Nonbearing Wall Rating 2 Hr (Protected Wall, See items 5A and 5B) Finish Rating -120 Min. (See Rem 5) Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1 '1( 0 OONFrAMTION C EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -bearing, max height - 66 It - see Rem 6) 1. Steel Track - Floor, sidewall or lop wall track. Nom 2 in. wide channel shaped with nom 1 in. long legs, famed from No. 25 MSG galy steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - "H" shaped studs toned from No. 25 MSG gaN steel having an overall depth of approximately 2 inand flange width 1-3/8 in. & Gypsum Board • -Ttwo layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. wiMhs. Vertical edges of panels friction fit into "h" shaped studs. NATIONAL GYPSUM CO -Types FSW, FSW-B, FSW-7, FSWS 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. airspace. 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 clip attachment. Min 3/4 in. separation between wood framing and fire separation wall. Finish rating evaluated for wood studs only. 5A. Steel Studs - (As an aaemate to Rem 5, not shown) - For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Spedficason for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load ofthe stutls, 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 tract¢ with 12 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0,033 in. thick) primed steel, that provide a sound sbuduml 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 mkdheght where necessary for dip attachment. Min 314 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 5B. Steel Studs - (As an alternate to items 5 and 5A, for use in configuration B only, not shown) - For Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-12 in. wide, min 1-1/4 in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be out 3/8 to 3M in. less than assembly height. Top and bottom tracts shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. brig legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at midheght where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Sleet Studs. 6. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 If wide, applied horizontally a 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 studs (ftem 5A or 5B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. Horizontal joints shall be butted tight to form a closed joint As an option, joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. 6A Plywood Sheathing or OSS - (not shown) - As an aaemate to Item 6, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted tight tofonn a dosed joint. Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum dips shall be spaced as described in ttem 7. 6B. Batts and Blankets' - (not shown) - As an alternate to Items 6 and 6A, glass fiber or mineral wool insulation, min. 3-12 in. thick placed to completely fill the wood or steel stud cavities. When Bata and Blankets are used in place of items 6 and 6A the max height is 54 ft and the aluminum clips (Rem 7) shall be spaced a max of 5 It OC vertically. Min 314 in. separation between insulation and area separation wall. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Bankers (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. 6C. Wall and Partition Facings and Accessories • - (not shown) - as an alternate to items 6, 6A and 68, 4 It wide panels, applied vertically. Panels attached to wood studs (Item 4) with 1-5/8 in. long steel drywall screws spaced 16 in. OC. Vertical joints located over studs. Joints covered with paper tape and joint compound. As an option, screw heads covered with joi d compound. NATIONAL GYPSUM CO - Type SOUndBreak Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -Types 0uietRock QR-500, QuietRockQR r-51 0, QuietRodk QR525 BD. Gypsum Board - As an alternate to Item 6 - Min 5/8 in. thick, min. 6 in. wide batten strips, applied on both sides of Steel Studs (Item 2) and horizontal back to back Steel Track (Item 1). Min. 5/8 in. thick, min. 3 in. wide batten strips applied on both sides of single Steel Track (Item 1) at perimeter of assembly. Batten strips secured to studs with 1-1/4 in. long Type S steel screws spaced 12 in. OC. Batten joints shall be butted tight to form a closed joint. As an option, entire sheet of gypsum board may be used in lieu of the battens. Clip placement as in item 7, 7A, 713, or 7C. NATIONAL GYPSUM CO - Type FSW3, FSW, FSW-6. 7. Aluminum Clips - Aluminum angle, 0.049 in. thick, 2 in. wide with 2 in. and 2-12 in. legs. Clips secured with type S screws 318 in. long to "H" studs and with 1-1/4 in. long screws to wood framing or steel framing through holes provided in clip. 7A. Clip placement for separation walls up to 23 It high: Space clips a max of 10 ft OC vertically between wood or steel framing and "H" studs. 7B. Clip placement for separation walls up to 54 It high: Space clips as described in Rem 6A for upper 24 ft Remaining wall area below requires clips spaced a max of 5 ft OC vertically between wood or steel framing and'W'studs. 7C. Clip placement for separation walls up to 66 ft high: Space clips as described in Rem 6A for upper 24 ft, space clips as described in Rem 6B for middle 30 ft. Remaining wall area below requires clips spaced a max of 39 in. OC vertically between wood or steel framing and'14'studs. 8. STC Rating - The STC Rating of the wall assembly is 61 when R is constructed as described by items 1 through 6, except A. Item 5, above -Wood Studs- Shall bespaced 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. Joints and screwheads shall be covered with paper tape and joint compound. C. Item 7, above -Aluminum Clips -spaced a max of 10 ft OC vertically. D. Batts and Blankets* -The cavities formed by the wood studs shall be friction fit with 3.12 in. thick fiberglass insulation baits, min. 0.80 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for Name of Classified Companies. E. Max Height of Separation Walla 23 ft F. The STC rating applies to Configuration B only. G. Steel Studs (items 5A, 5B), Plywood Sheathing or OSB (Item 5A and Rem 9) and Batts and Blankets (items 6B) not evaluated as altematives for obtaining STC rating. 8A. STC Rating - TheSTC Rating of the wall assembly is 69 when ft is constructed as described by items 1 through 6, exceptA. Item 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Item 6C, above -Wall and Partition Facings and Accessories- -Type QuietRock QR-510 panels shall be installed C. Item 7, above -Aluminum Clips - Spaced a max of 10 ft OC vertically. D. Batts and Blankets' -Tthe cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation Batts, min. 1.0 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 23 ft F. The STC rating applies to Configuration B only. G. Steel Studs (Items SA, 5B), Plywood Sheathing or OSB (Item 6A and Item 10) and Bata and Blankets (items 68) not evaluated as alternatives for obtaining STC rating. 88. STC Rating - The STC rating of the wall assembly is 70 when ft is constructed as described by Items 1 through 7, except A. Item 5, above -Wood Studs- Shall be spaced 16 in. OC. B. ttem 6C, above - Wall and Partition Facings and Accessories* - Type QuietRock QR525 panels shall be installed as described in Rem 5C. C. Rem 7, above -Aluminum Clips -spaced a max of 10 ft OC vertically. D. Batts and Blankets' -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass in he Build Materials Direct and Baas and insulation Batts, min. 1.0 cad. See Batts and Blankets (BKNV) category t ring cry Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 23 ft F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 5B), Plywood Sheathing or OSB (Item 6A and Item 10) and Batts and Blankets (items 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 norfbearing wall partition intersection per stud cavity. 10. Plywood Sheathing or OSS - (Optional) - Min 12 in. thick plywood or OSS applied horizontally or vertically to 'H.' studs on area separation wall side of Configuration A or Configuration C. Vertical joints located over studs. Fastened to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. Indicates such products shall bear the UL or cUL Certification Mark for Jurisdictions employing the UL or cUL Certifrcaeon (such as Canada), respectively. nr.ryee .a cr sy.n.nre. prodsk In vas-4se. -In -a.--are Preansts.p WeraseaIweBeen mer.4r:WN u,aer UL's r I.upSerew. OMy apse proare. -ere, me w m.c ensue W ea 11 m ua OWa.a are cowrw uMe WL map.up Sereu. Akr ipaofnar. a.dr m Me pradpr. k prmaa tlm mpeauctlm Mtlw m.leaal <anwMM In Ind Onarr Certlar�tlm Oesspry sWfad to are Polly- cmatlona: r. rip cMae IMmm.um. Ase1pu M, 0m 0411J.Deeers,.yshm...rely Caaacaaan.lass) COMM O 0e prnaaeap area.Mlrey alitmsrlw r-i Wpmm rtlM..ry maapWtbnMMe. l.rn..wlry.41. are eeenmrrt'R.pIMM ep.W onamCxtlacelm.arse>y cormMSUL pnrran uL-muawpe.r,q.wM cadre eem.rea mexul. In.auaan, am nPlMea m.uenal mule bew., swYaaa rpnre m ale rdloMrlp rarm.r. ro xas uc uc- DETAIL SHOWN ON THIS SHEET IS UB�PUBLISHED yB'+VyIJQlalrrTlr ITERS �R.gO y6T9Nlc . aAl �0. 0 N 0 a J m w (n U) Q J J H I- I- A W W N t9 18 F Fti -A f f 2< Zg g 81 a� <; R 3 W z F 1E M a C_ t O m RE Eu • � sTRucr: He a ac auEcx: u 0 w JOB No. STAR-15993 r _: AS INDICATED PW4 COPYRIGHT MCD 2015: The infornabon contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. V344 02022 UL LLC BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the fled. When field issues arise, it is recommended the first contact for assistance be the technical service stag provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning aherate 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 - ansi/ul 263 certified for united states design i mena and allowable variances See general information for fire resistance ratings - canlulc 101 certified for Cnada design criteria and allowable variances Design No. V344 February 04. 2022 Nonbearing Wall Rating - 2-12 Hr (Area Separation Firewall, See Items 1, 2, and 3) Bearing or Nonbearing Wall Rating 2-12 Hr (Protected Wall, See items 4 and 5) Finish Rating - (120 or 150 min, see item S. 5A and Sal Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Cedification (such as Canada), respectively. ru n— au-Ak span Exposed to Fire from Either Side Side A Side B 1-12" Type G Drywall Laminating Screws tr tr I r� ALL 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 R) 1. Pwimefer and intermediate Channels - 2 in. wide channel shaped with nom 1 in. long legs, formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. CC. 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 1-M in. 3. Gypsum Board • — Four pieces of 12 in. thick gypsum boards, supplied in nom 48 in. widths, full lengths. Vertical edges of panels friction fitted into "H" - shaped studs. AMERICAN GYPSUM CO —Type EKCEL PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4 and 5. When Bearing, Load Restricted for Canadian Applications — See Guide BXUV7.) 4. Wood Studs —Bearing or Nonbearng Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. laceparallel or perpendicular to gypsum board (Item No. 3). Studs cross -braced where necessary for clip attachment Min 314 in. separaton between wood framing and area separation firewall. 4A. Steel Studs — (As an alternate to item 4, not shown) — For Bearing Wall - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0,033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the stmGural integrity Of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer andror 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 bdh sides of studs orby welded or bolted connections designed in accordancewfth 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 (0o33 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such m 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 -braked with stud. Min 3/4 in. separation between steel framing and area separation wall. 4B. Steel Shuts — (As an attemate to items 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated ft= min. 25 MSG corrosion -protected steel, min. 3A2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 318 in. to 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 lasteners 24 in. OC. max. Studs cross -braced with stud framing at mid -height where necessary for clip attachment Min 3/4 in. separation between steel framing and area separation wall. 4C. Framing Members' — Steel Studs — (As an attemate to Item 4, 4A, and 45) - For Nonbearing Wall. Proprietary channel shaped studs, 3-5/8 in, wide spaced a max of 24 in. OC. Studs supplied with proprietary top and bottom tracks, min width to accommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be cut 3/4 in. sss than the assembly height and installed with a 12 in. gap between the end of the stud and track at the bottom of the wall. Studs crass -braked with stud framing at mid -height where necessary for clip attachment. Min 3M in. separation between steel framing and area separation wall. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vipel25'a CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK CRACO MFG INC — SmartStud25 TN IMPERIAL MANUFACTURING GROUP — Vipe25 Tit" MARIONIWARE, DIV OF WARE INDUSTRIES INC — Vipe25 TN STUDCO DUILDING SYSTEMS —CROCSTUD 5. Gypsum Board — Classified or Unclassified — Min 12 in. thick 4 ft wide, applied either horizontally or verfically. Gypsum board attached to wood studs with 1-1/4 in. long steel drywall nails spaced Bin. aC 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 1.3lbs/ft2, Finish Rating is 120 min. When minimum board weight is 1.3 IbwM or greater, Finish Rating is 150 min. 5A. Plywood Sheathing or OSB — (Not Shown) — As an alternate to Item 5, Min 12 in. thick plywood or OSS applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. horizontal joints shall be butted tight to form a dosed joint. fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Finish Rating is 120 min. When used in addition to Item 5 Finish Rating is 150 minutes. 5B. Batts and Blanke%' — As an alternate to hems S. Glass fiber cr mineral wool insulation, met 3-12 in. thick placed to completely fill the wood or steel stud cavities. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies Min 314 in. separation between insulation and area separation wall. Fetish Rating is 120 min. When used in addition to item 5 Finish Rating is 150 minutes. 5C. Loose Fill material' — (Optional) — To be used in addition to hems 5, 5A or 58. any loose fill material bearing the UL Classification Marking for Surface Bunting Characteristics, placed to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product. Min 314 in, separation between insulation and area separation wall. 5D. Fiber, Sprayed" — (Optional) — To be used in addition to Items 5, 5A ro 5B. The spray applied cellulose fiber is applied with water to completely or partially fill the enclosed stud cavity in accordance wfth the application instructions supplied with the product with nominal dry density of 2.7 lb/ft 3. Alternate Application Method. the fiber isapplied without water or adhesive at a nominal dry density of 3.51bR3, 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. iNS515L.D, INS541 LD, INS51OLD, 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 w min. 0.050 in. thick, min. 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with min. No. 8, 314 in, long panhead sharp screws to'H' studs and wood framing through holes provided in dip. 23 ft. Height Clip placement (Item 6) for separation firewalls up to 23 ft. high. Start at roof line and space clips 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 firewalls up to 44 ft. high. For the upper 24 ft of the wall system, space Limitation the clips 10 ft. OC, and then 5 ft. OC for the remainder of the wall below. 66 ft. Height Clip placement (Item 6) for separation firew ills up to 66 ft. high: For the upper 24 ft of the wall system, space the Limitation dips 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 me wall rows spaced 24 in. OC with a maximum dimension of 12 in. from the top and bottom C-channels 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 wall each row contains 2 screws located 16 in. from each face of the Hstuds. Refer to Illustration. B. Non-Beming Wall Partition Intersection — (Optional) — For wood framing — Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 1od 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 1 Od nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. maximum on non -bearing wall partition intersection per stud cavity. 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 blockrg) - A bead of sealant applied around the partition perimeter in the 314 in. air space between mod framing (Item 4) and gypsum board panels (hem 3) to create an air barrier. DUPONT DE NEMOURS, INC. — Great Stuff Gaps & Cocks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro Window & Door ICP ADHESIVES & SEALANTS INC — Handi-Foam Fireblock, Handi-Foam Fireblock West, and Fast Foam Fireblock Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions emptying the UL m cUL Certification (such as Canada), respectively. Last Updated on 2022-02-04 s..nrce rf a ckmparYs rums «promcl In all. artab.ae aces ml In eup Val paCuca so laemn Nora seen m.manl.ea ulcer UL'a icllemllp S«N..Only tlmea «aEuct. be.rinp are u nark c ahpuW Ue <anal4erM to h ernrl. aea ant covered uriEm UL1 rW1orHlp Service. Allayii bdc b me M.rk an the trroava ul perm0 ere.«uducean atne m.adY cmahud In Ure Onllrc CedMutlm Olr.cmry.Ubf-1. are foROAlrp CoridAlcrn: 1.11re GYde IrNnuam, AaaenWb. Conahuctbm,oe.lqu,awama,antr«OMihc.sma (II-) Me Ee«e.eMed In their a 'dy antNanmmisleadlrp runner. wlhnit.nY meapulatlm pane dRa (« tr.MngaL for ..C-y u1. p«.—h«n uL" miul.ppear aQuerxa am e.tr.cad rn�al. b .ddlliun.Ill repdnad-1,0 meal Irclude a cepyrlplx rmlke a tine tit— Nr«mm-9 awl! UL LLC Revdm.e son the onset censlrinon. os.aerr a+un pe�mk.bi rmm u SHOWN ON THIS SHEET IS I•0 M. co i p STRUCTURAL ENG: TH ' URAFmriG: S sTRucr: >� He ac oxeac CC 0 w xxi rip. STAR-15W3 Z SCAIE: AS INDICATED w DATE: 0424l13 a 0 0 PW5 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF VVMR & ASSOCIATES, LLC is strictly prohibited. CODES SDWCIMM APMO41ESERM SINGLE SDWC ROOF TO WALL OR BEAM INSTALLTION SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION N.T.S. DOUBLE SDWC INSTALL- CONFIGURATION A DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. I argSDWCat b/d. doubl.se boom Plat over wood labor (VMde t- of aloud) pat Blocldrp SDWC15600 at double lap plat (VMde lace of a ) Rafter to Top Plate sham Truss to Top Plat similar Optimal 22Y' 0 0° 30' Y'MaI SDWCIS" Nat 1. aipolpolsleelllq beelopedlgband llddpe12.12piileld rrW beTYdemdMlet 2. Rdeallm dew 4 tr ielelrm YeYeme SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE 1 a 1 SIWYE SDWC ROOF TO WALL 0R BEAM INSTALLATION RANGE N.T.S. Y°±Yi Both wawa nebeled ± 5% DOUBLE SDWC INSTALL: CONFIGURATION B DOUBLE SDWC INSTALL: CONFIGURATION B N.T.S. N.A. RatioderlZiltrileldeloa acesk* OPT. SDWC INSTALLATION - TRUSS/RAFTER OFFSET FROM STUD 1 OPT. SDWC INSTALLATION-TRUSSRW ER OFFSET FROM STUD N.T.S. V TRUSS OR RAFTER MIN. 3-1? (2) SDWC 15600 OVERHANG 1/P-1' 1?-1' OPT. SDWC INSTALLATION•TRUSSIR47M OFFSET FROM STUD N.T.S. (2)SD/MG (3) SONIC #A.*— d2SDWC prebedeeld) Rearod"llft leYeinarlQswe dole: BidbBobinPYeelolwlMaierYleliiweidr. 3W CS UIYTOBOTTJ PLAMCON MnONONO I SDWC EDGE DISTANCE AND SPACING INFORMATION WOODFLOOR SDIK SMTOWTT. PLATE CONNECTION 01IERNOOD FLOOR Ir 12 ) SDWC EDGE DISTANCE AND SPACING INFORMATION N.T.S. N.T.S. NOT USED (WHsFodSlud) GABLE RAFTER TO TOP PLATE SHOWN END (TRUSS TO TOP PLATE SIMILAR) TRUSS SCREW TO BE INSTALLED INTO THE CENTER OF THE GABLE END BOTTOM CHORD 'GOM Irr MIN DO NOT ®INSTALL SOW N HATCHED AREA I SDWC15600 10 MIN -3 13/1' MAx OVERHANG NOTE. SLOPED -ROOF RAFTERS MAY BE SLOPED UP TO AND - �INCLUDING A 12:12 PITCH AND MUST BE'BIRDSMOUTH' CUT. 2a l OPT. SDWC INSTALLATION RANGE CONFIGURATION B (TRUSS OFFSET WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH SCREWS INSTALLED VERTICALLY X X 15° INTO THE CENTER OF THE TRUSS/RAFTER FROM THE UNDERSIDE OF TOP PLATE, 12' TO 1' FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3Wt1/4' 3/4'±1/4' IeSDINCB plasOWC edbePar Ireavili Optima122Ji' 30' to- 0° \\ 1Ci51Watall eueeay. vcismodr rtaaladHre 13'±Yi Yldelallloel Ands RAWe oftetya mh ban lap ply .-pyplebru.alwe I� 9p1oe meybe In upper nberpbb )47rNNn lige delnr0INAA MiY MMrun Ele011b— eld SplosGidHepiarwr SDWC SCREW TO STUD - NARROW FACE 3'=".O. Rafter or Truss Y' m distance for ful values (wilh a Splice may be in upper or lower plat wi0wut a pat Spice) OfteelY.' from lap plat splice for full values SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE N.T.S. opti—I MIS' 1m V w 1 1-1-1. 90FR?17BF0 etSLdbDadbApRile PRIeRlwall 1dj Not 8id414ebb lop pllee doel.9 W bahyMddtla be Rom plebe ar euodlord ir. SDWC STUD-TO-TOPIBOTTOM PLATES CONNECTION SDWC STUD-TO•TOPBOTTOM PLATES CONNECTION N.T.S. Ali METAL INSTALLATION GUIDE TOOL INSTALLATION GUIDEANN CHEL allied I -Align f mAdYtebMOon Aida led(YrAlEad)elll 6leln--—ow and aw. fttp dilea song o lve SDVVC barQW the Saved. S1w2-WMeaeSeip b AM Ste SDWC- Wft60—ead Mf9*b dtraello a leuelySlnel MWADDn angle d22S. The hddadon arGW MW b 1('-00' (ardde614} 01-fe helalellm arlpa b aaebWed. Se Reel Yeblebn Oddabol—ibave—eel. Sbos-Dd.Se SDWCudl9eh.ddSebeWwbiiya-dM *Wee deddabp plot Vrlytletlls alliaaMkdtle Yleerbirbbdkbewoal , mailer. SDWC INSTALLATION INSTRUCTIONS 4 (ROOF TO WALL) q1 SDWC ISTALLATION INSTRUCTIONS (ROOF TO WALL) w N.T.S SDWC151519SI oW.0-1. RMhSbdE-Oaetn (VAbFodSK Not 8• pbbardvbtulde/m retehaml trldely. SDWC STUD-TOOLL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION NOTES i. STRONGDRIVE SrRUCTUFAI. WOOD SCREWS FOR 7RUSSIRAFTER. snJO.MFLATE AND FLOOWTOAOOR CONNECTIONS ARE MANIIFACTIRED AND TRADEMARKED BY BBAPSON STRONG -TIE COMPANY. INC-• HOME OFFICE: OM W. LAS POSMA9 BLVD, PLEASANTON, CA 94566 TEL (800) 911MM FAX (W 347-1597. 91MPSON SIRONGTE COMPANY, M' IS AN 190 90111 REGISTERED COMPANY. 7 LISEOFTII6 PRODUCT IS SUBJWTTOT}EAPPROVALOFTTE LOCALBIAAING DEPARTMENT. 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE STRUCTURE DESIGN OF THE BUILDING'S MAN WIND FORCE RESISTING SYSTEM. 06CLUDM THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND. 6 THE RESPONSBMf IT' OF THE SPECIFIEFL 4. ENGINEER OF REw aaIS PF3VdlT1®TO MODIFY DETAILS FOR SPE CICON DITIONS 5. THE CONTRACTOR &W1VERIFY ALL D\MENDNS, CONDITIONS.ETC. PRIOR INSTALLATION OF ANY STRON0.OMIE SCREWS FOR THE WIND UPLIFT RENSFING SYSTEM. F ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION MDR TO CONSTRUCTION. ONLY COMMON HEEL TRUSSES WI A MIN. 31W OVERHANG CAN 119E THESE SCREWS. RAISED IEEU TAL BEARING, Err. MUST USE COMMON, METAL TRUSS CONNECTORS PERCONNECIER SCHEDULE L INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORM -AM OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE FRAMINGABERAL CONTRACTOR CONTACT FOR F INSTALLATION INSTRIICTOSARE NOT FOLLOWED. 7. SIAPSON STRONG -TIE COMPANY. INC RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS. AND MODELS wrTHOUT NOTICE OR LIABLDY FOR SUCH CHANGES. S. ALL K%4DVV E CALLED OUT B STRONG -TIE. STRONG-T 9. DOABLE TOP RATES SHALL BE FASTENED PER DETALWIFFVrfSD2 10. CONTRACTOR MAY USE SMPSON WWC15WO SCREWS ONLY FOLLOWING CONFIGURATION (A) OR (B) THIS MEET IN LIEU OF SMPSON H10AOR SMPSON HU FOR COMMON OR JACK TRUSSES WHERE UPLIFT DOES NOT EXCEED (1195 be) FOR OFSP OR (1045 le) FOR SPFAIF. N.T.S. Ig 29 W =Ii R - Gi 4 U V2 c$ <3 6g NO .A O6 M F. ow"'! C v 1G b0 ZM O C � MALL. N LU 0 LU J - = Q Z ra3 - 0� it W O ENG: TH � x clE«: CC 0 w xle lab. STAR-1595G i st LE AS INDICATED w D.41E: Oe/L4iY3 N.T.S. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SDWC NOTES SDWC/F STRUCTURAL ASSEMBLY 1.a AN 0 r N.T.S. 21nh a/ 1.b 1.c 1.a Drive the SDWF screw vertically (90" t 2•) into the center of the upper -wall bottom plate. 1.b Once SDWF has passed through upper -wall bottom plate and floor sheathing, make sure SDWF is still vertical (90' t 2°) prior to driving SDWF into lower -wall double top plate. Adjust if necessary. 1.c Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. T1 SDWF-TUW INSTALLATION AND PRODUCT INFORMATION / N.T.S. 1. STRONG -DRIVE STRUCTURAL WOOD SCREWS FOR TRUSS/RAFTER, STUD -To -PLATE, AND FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONGTIE COMPANY, INC." HOME OFFICE 5956 W. LAS POSITAS BLVD., PLEASAMTON, CA 94588 TEL (800) 9995099, FAX (925) 847-1597. •SIMPSON STRONGTIE COMPANY, INC.' IS AN ISO 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. ,,We- CODES: SDWF:ICC-ESESR3046 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE o,w 44, � tZ m TUWIOC-ES ESR-= STRUCTURE. DESIGN OF THE BUILDING'S 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. ple1B ` 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 1 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY STRONG -DRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER. 7. SIMPSON STRONGTIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, Q AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. Rin Jaid 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONGTIE. SDWF model nti berper detai 6 "iJi- Larerwallopplalespkedro ri End Dlataroe Nate: Studs, floorjoist, bbdarlg and shed bode connections not shown for clarity. TYPICAL SDWF-TUW INSTALLATION / N.T.S. \Note: Shud-b•plate connections ate 7• Mwnm regnmed to complete the load palh and are not shown for darity. Studs, Post and blocking per Designer Double SDWF shown (Single SDWF TUW similar) SDWF-TUWCONCENTRATED LOAD RESTRAINT ATCONTINIIOUS WALL N.T.S. 2. Slide the TUW (provkied) over the SDWF screw head and center using locator tab as a reference. Orient locator tab so that it poirits toward the outside of the wait. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2Y2' Simpson Strong -Tie Strong -Drive SD screws (provided). OFFSETFROM VHinCAL21M)t I� � 11 Model No Allowable Joist Depth Below (in.) Single Batt. Plate Double Bott. Plate Min. Max. Min. Max. SDWF2716-TUW 8-1/2 10-1/2 6-7/8 9 SDWF2720-TUW 12-1/2 14-1/2 10-78 13 SDWF2724-TUW 16-1/2 18-1/2 14-7/8 17 SDWF2726-TUW 18-1/2 20-12 16-7/6 19 1. Joist depth listed based on the s/a sub600r and 3' of thread penetration nb double top plates. 2. See L-FSDWFALTHT letlarfor 11 X.,11 V, and 16"joist depft. SDWF ANGLE UMR INSTALLATION 3 ALLOWABLE JST. DEPTH N.T.S. Note: ShA4 plate connections are requirer cornplelis the load path e are not shown for clarity. Double SDWF sho (Single SDWF TUW si SDWF-TLW CONCENTRATED LOAD RESTRAINT AT CORNER 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrivel N.TS. SDWF-TUW 3}, U.S. PATENT 8,276,3213 The Strong -Drive SDWF is sold as a kit that Includes: screws view WALL (5) TUW take-uup washem (100) #9 x 2Y2" Strong -Drive SD 5. Check to ensure the proper engagement of the structural -connector screws TUW tabs to the SDWF screw shank using the e/e hex driver bit screw depth guide (provided). The measured gap • Yi hex driver bit shall be no greater than %2" and no less to V32". Screw depth guide to ensure proper SDWF engagement with TUW V iD (J, N Z co w 0 m J X JU Q Z =a0 X W 0 Pam W UC!8 0 �F J �E z qJ Q a Z H� Zz ZO So O 9 6 C 4 M a C u • r, STRUL1kK+AL E- TN oRwrnNa: a� STRDLT' No a a+ECK: 0 cc w xS No. STAR-15993 t S(1UE: AS INDICATED `w Dore: arzam SDWF COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. - 2x WALL FRAMING PER PLAN OR SOLID L PANEL SPLICE WCOLUMN AT PANEL SPLICE LOCATIONS MAX GAP BETWEEEE N PANELS COLUMN PLIES NAILED PER WF08/SD2 NAILING PER WALL SHEATHING WF10ISD4 AND NAILING PER PLAN VERTICAL PANEL SPLICE DETAIL ALONG WALI N.T.S. 0 Ow mV WALL SHEATHING PER WF10/SD4 (2) ROWS 0.148"x 3" NAILS 0 W O.C. PANEL TO PANEL (1)ROWS0.148'x3" — NAILS ® 3" O.C. EACH FACE OF CORNER AS (2) ROWS 0.148"x 3- DRAWN. ALTERNATE NAILS @ T O.C. EACH ROWS AS REQUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRAWN, ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL WALL SHEATHING PER WFI0/SD4 (2) ROVJ50.148. 3' 1 TOP PLATE NAILING @ NAILS ® 3- O.C. SPLICE LOCATIONS PANEL TO PANEL PER WF07/SD2 WALL SHEATHING WALL SHEATHING PER SHALL RUN CONT. WF10/SD4 WALL SHEATHING WALL SHEATHING PER FROM EACH WALL SHALL RUN CONT. WF10jSD4 FACE TO CORN ER. (1)ROWS 0.148-x3- FROM EACH WALL MAX. 10 GAP NAILS 0 3" O.C. EACH FACETOCORNER. (2) ROWS 0.148". 3' BETWEEN SHEATHING FACED F CORNERAS MAX W GAP NAILS Q 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 VERTICAL PANEL SPLICE DETAIL VPO VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. w5 Na I'LL11 x s INSTALLEE a PER WFO71 INSTALL FIELD ,. INSTALLED TOP PLATE (2) x 3" Q 3" O.C. 48" PAST SPLICE PER WF07/SD2 1.1 48' P 8 EACH WAY A MAX. A L LNG SHALLRUN C SHALL RUN CONT. FROM EACH WALL FACE TO CORNER, B B INSTALL FIELD MAX. 1/8" 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" x 3" NAILS (2) 0.148" x 3" NAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD @ CORNER STUD ®CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING I I .I I NNO E SHE OT SHONATHING NOTSHOWN SECTION B-B HEADER SUBSTITUTION SCHEDULE HEADER SPECD ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H2x6 (2)2x6 K2 SYP H4x6 3.5"x5.5' AFP 1.6E SHORT SPAN HEADER H20 (2)2xS t2 SYP H4x6 35Y55* AFP 1.6E SHORT SPAN HEADER M200 (2)2x10i2SYP H010 3.5"z9.5'AFP I.BE SHORT SPAN HEADER H2x12 1 (2)2x12 N2 SYP H4x10 3YX9.5"AFP I.BE SHORT SPAN HEADER 1. WHERE SYP K2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.6E SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 1600000 pm, FB =1500 pa, FV = 175 psi, FC-PERP = 650 Pd. 3. AFP 1.6 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES 8 CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. 4. TOP Q SPLICE f. PANEL SPLICE WMAX 1 V GAP 1'41"MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE (2) 0.148"x 3" NAILS EITHER SIDE OF PANEL SPLICE TOP PLATE SPLICE / ATTACHMENT DETAIL N.T.S. SHOP -ASSEMBLED PANEL NOTES: PANELS ARE "PRE -ASSEMBLED" IN THE SHOP FROM INFORMATION SPECIFIED ON PLANS SEALED BY THE ENGINEER OF RECORD, AND ARE NOT INTENDED TO BE AN ENGINEERED PRODUCT. MATERIALS SIZES AND GRADES, DIMENSIONS, CONNECTIONS, FASTENINGS, ETC. ARE ALL AS SPECIFIED BY ENGINEER OF RECORD FOR THE STRUCTURE. THE ONLY DEVIATIONS FROM PLANS SEALED BY THE ENGINEER OF RECORD ARE SHOWN ON DETAIL SHEET WI 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 i PANEL W/(2)0.148"x 3" O NAILS®8"O.C. (FOLLOW NAILING U REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE O LOCATIONS) 2. TOP PLATE PER PLAN OW) i �OEililld90� 01Jp E� � )!3 W N V ATTACH ALL STUDS TOP AND BOTTOM Wq rQ N a! 4?" V O >� w2S (3) 0.148' x b1/4' NAILS +J►t_ (TOE OR END NAILED) �� ` ((C��.�.,, V Z `• ♦ Y i \,+J a',[ xx� r y� Q;i L p xs. L a r 0 Z Z ❑g❑ Q �f O c -JJ0 O1. a �QN LL J W J � j Z �? Zzs W o o$ �-J � � e; oF- _ LU Lu Q Q� a o w N MN Q U W � N9 � N C W w v m bo � 0 Ux Z 4N) 4V c o Q Wm0 In u o S Q Z 0 LU Z - w s>ay0 0F F- C a LU J X Z X W 0} ooa V1vF • i p STRUCTURAL ENG: TR N ORAFTIN6: O S sTRUCf: HG >� QC CHELK: CC 0 w x1s W. STAR-15930 1 SCALE: AS INDICATED j pATE: 0.2Y U 0 WP1 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. 46 MIN. (3) 2x SYPX STUDS REDD Q OF LANDING WIA 0.162" x 312" NAi FROM (2W2 SYI HEADER TO BUIL STUD COLUMN STANDARD (3)212 SYPk2 STRINGERS V SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING (2) 2.12 SYPk2 BEAM - my arrxn a�wr�nn PER SCHEDULE REDD TO MATCH JOIST Q END OF LANDING DEPTH W/ (3)11148' x 3' FOR STRINGERS TO TOE -NAILS EACH END CONNECT TO. BEAM TO BEAR DIRECTLY ON 7777 7772 BUILT UP COLUMNS 777-W7777777l BELOW OR I I ALTERNATE HANGER Q RIGHT OF THIS IL BEE TABLE FOR MAX. DETAIL WIDTH OF LANDING A -A PLAN VIEW @ 90 DEGREE TURN LANDING MIN. (3) 2x SYP k2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING QENOOF LANDING l MI W/MIN. (8)0.167x 312' � SEE PLAN FOR DEPTH �. NAILS FROM (2)2x12 SYPk2 HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)2xl2 SYPC2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HUC210.2 W/ (18) 0.162" x 312" NAILS TO LEDGERSUPPORT AND (10)0.140 z 3" NAILS TO (2)Z l2 SYPk2 HEADER. MASONRY: HU210-21HUC210-2 W/ (18) 1/4'x31/4' TAPCONS TO CMU AND (10) 0.148' x 3' NAILS TO (2)2x12 SYPk2 HEADER STANDARD(3)2XI2 - SYP k2 STRINGERS W/ SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING STANDARD (3) 2X12 STRINGERS WI SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2,,JOIST IN LINE WITH MIDOLE 2xl2 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2x8 SYP/2 JOISTS Q LANDING Q 16"O.C. W/ SIMPSON A35 OR LUSH HANGER ON EACH SIDE MIN. 2xe SYPk2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER W (3) 0.162" x 3-12" NAILS Q 16' O.C. MAX TO EACH STUD. (2) 114" x 31/4" TAPCONS Q is- D.C. MAX. FOR MASONRY WALL) 3W LYWOODOROSS SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES STAIR WINDER DETAIL MIN. 2x8 SVPC LEDGER (P.T. I ATTACHING T( MASONRY WA - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0A 48' x 3' TOEJINLS EACH END SIMPSON A35 - SEE PLAN FOR CONNECTIONS MASONRYWALLOR WOOD WALL MASONRY WAL FRAME WALL B MIN. 2x8 SYPk2 JOIST (P.T. IF ATTACHI GT SCHEDULE REO'D Q END OF t- MIN. 2x8 SYPk2 JOISTS N O MASONRY WALL) CONT. LEDGER W (3) LANDING FOR STRINGERS TO Q LANDING Q IS'O.C. 0.162" x 3-12' NAILS Q 16' O.C. CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR MAX. TO EACH STUD. IQ) DIRECTLY ON BUILT UP LUS26 HANGER ON 1Mk31W TAPCONS Q Is-O.C. COLUMNS BELOW OR EACH SIDE ALTERNATE HANGER Q MAX. FOR MASONRY WALL) RIGHT OF THIS DETAIL \ A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/0.131'K2-1? 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. -X RISE OF STEPS AND /I MIN. TREAD DEPTH / PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM Q END OF LANDING PER SCHEDULE OPTIONAL (2)2xl2 SYPk2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HUC2102 W/ (18) 0.162' x 3-12' NAILS TO LEDGER/SUPPORT AND (10) 0.148' x 3' NAILS TO (2)202 SYPk2 HEADER MASONRY: H U210-2mu0210-2 WN(18) in'x3-lW TAPCONS TO CMU AND (10) 0.14W x 3' NAILS TO (2)2x12 SYPk2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYPk2 CLEAT AND ATTACH TO JOISTS BELOW VW(2) DAW x 31/4' NAILS Q 16' O.C. (3) 0.162' x 3-12' TOE -NAILS PENDING LANDING HEIGHT AND PLAN LAYOUT.HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2xl2 STRINGERS ONE7i FOR REQUIRED ON EACH SIDE AND HEADER AND E Q M ONIOSPAN A SUPPORT A INFORMATION. A34 Q EA. STRINGER TO LANDING 2x JOIST (P.T. IF 2x ATTACHED TO STRINGER ATTACHING TO MASONRY WA.182". TLEDGER (III 0M PER SCHEDULE PER SCHEDULE Q END 10RAILw/ (3) x 3-1 NAILS Q 202 STRINGERS ONE I I II OF LANDING FOR STRINGERSTO O 18" O.C. MAX TO EACH O.C. STUD. ((2) 1/4'x31/4' ON EACH SIDE AND I I I I CONNECT TO. BEAM Q 16' O.C. ONE MID -SPAN ® II11 TO BEAR DIRECTLY ON UP MAX, FOR MAX. FOR MASONRY I I I BUILT COLUMN BELOW. WALL) A35 CONNECTION I III WOOD OR MASONRY WALL SEE PLAN FOR 2xe P.T. SPF 02 (MIN.) LET4N MORE INFO FASTEN TO SLAB USING MIN. (3) 2x4 SYP k2 MIN. (6)114'x3-1/4' EVENLY COLUMN 2x JOIST PER SPACED TAPCONS Q MIN. SCHEDULE END DISTANCE OF 1-12' 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO3"'"'� BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (k2 SYP) JOISTS (k2 SYP) MAX WIDTH OF LANDING 17-0" OR LESS (2) 2x12 2x8 9'-0" NOTE 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2xl2 SYN2 SEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SQE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3) GAM' x 31/C NAILS AT W O C. 3, CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETNL PRIOR TO CONSTRUCTION. 2x4 CONT. TOP PLATE U 3Y' ATTACH TOP PLATE TO w 2x4 k2 SPF STUDS SEE ARCH PLAN STUDS W/ (2) 0.167 x 312' 2x4 CONT. TOP PLATE w 24' O.C. MAK 4'-0" ABOVE FLOOR TOE -NAILS (ATTACH TOP PLATE TO i 2.4 k2 SPF STUDS Q 24- STUDS W/(2) 0.162x 312' > x x O.C. W/(2) 0.148"x 3-1/4" TOE -NAILS 2x6 VERTICAL Q V-0- NOTCH SILL PLATE I TOE -NAILS BOTTOM 10 O.C. MIN. AND Q ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) I NOTCH SILL AND 2,4 12 SPF STUDS Q 24" �� OPENING. W/IN 0.148' x 3' NAILS Q 4' PLYWOOD FLOORING O.C. EVERY OTHER HANDRAIL KNEEWALL O.C. (NOTCHED Q 2x6 I TO ALLOW VERTICAL STUD TO REATTACHED _ 2, L-BRACE W/0.1 A8'x VERTICAL LOCATIONS). TO SLIDE DONM TO NOTCH FLOOR TO (JOIST BELOW 3-1/4" NAILS Q 4' O.C. FACE OF IJOIST SHEATHING TO (OTHERWISE ATTACH , ACCOMMODATE 2x W/(2) 0.148"x 3.IW Z I ATTACH 2x6 VERTICAL TOE -NAILS Q BOTTOM) ' 2x6VERTICALAND TO1-JOIST LW(3) X". 3' L-BRACE Q 6'-W O.C. d SIDS MOD SCREWS 2x4 SILL PLATE W/ (2) SECTION X-X ®ANY OPENING EQUALLY 0.162"x31?TOE-NAILS b' 2x4 CONT. TOP PLATE I I SPACED/CENTERED IN EA CONT. BRACE & 0.148" ATTACH TOP PLATE TO 344 4 . ' (JOIST TO OUTSIDE �E x 3- NAILS Q 4- O.C. TO STUDS W/ (2) 0.167 x 312' FACE OF JOIST FLOOR SHEATHING TOE -NAILS 2x4 k2 SPF STUDS Q 24- DOUBLE I JOIST PARALLEL TO FLOOR ATTACH 2,41 TO IJOIST - D.C.W/(2)0A48"3-1/4' Nrs W/(2)y'Y.i'SDS TOE -NAILS BOTTOM 3�' SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE '�'�` SPACED & CENTERED 001 FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN WOIST STUDS W/ (2) 0.167 x 312' MAX. 4'-0" ABOVE FLOOR 0 TOE -NAILS 8' WIDE WEB p F 2x482 SPF SILL PLATE x I X STIFFENER Q48'OC. m O W/ (2) 0.148' x 3' NAILS 2x4 k2 SPF STUDS 24' PERPElDICllIJ1R 70 FLOOR (Q EA. BRACE) w/ (2) Q Q 4"O.C. O.C. WI (2) 0.148'x 31/4' I 2x4 $ILL PLATE W/(2) ROWS OF 0.148'x 3' o TOE -NAILS BOTTOM I 0.148 x 3" NAILS Q 4' NAILS Q 3' O.C. NOTE: w (2) SIMPSON LSTA24 O.C. (NOTCHED Q 2x6 STIFFNER TO BE 0 W VERTICAL LOCATIONS). STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH w/OUTSIDE OF STUD) EVERY 4W O.C. PLYWOOD FLOORING BOTTOM CHORD f FLOOR BEAM CONDITION TO ALLOW VERTICAL TO SLIDE DOWN TO - 0 r FLOOR BEAM SEE FACE OF WOIST Z j PLAN 2x6VERTICALAND O Z ATTACH 216 VERTICAL -BRACE Q 6'-0' O.C. & l TO IJOIST W/(3)Yx" x 3" Q ANY OPENING 0 O F ST02 SECTION @ HANDRAIL W/ EQUALLVOD SCREWS �- WOIST SEE PLAN W Z SPACED/CENTERED IN i a U o FLOOR BEAM CONN. wOISTTOOUT SIDE y - W S SCALE 3W 1'4Y FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR w Nr 3 ° O y W Z O y - a O n MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8' BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS FLOOR RIMBOARD J 2X6 k2 SPF JOISTS Q 12' O.C. W/ (3) 0.167 x 312' END NAILS FROM RIM JOIST TO JOISTS W/2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST04 ELEVATOR TEMP. FLOOR SCALE 3W-1'4' FLOOR SYSTEM PARTY WALL OR - ELEVATOR WALL SEE PLAN 2X6 42 SPF CONT. - LEDGER W/(2)1/4' X 3-12' SDS SCREWS Q 16' O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MIN. 7/16' SHEATHING W/ RSRS-01 (0.131-x23/8") RING SHANK NAILS Q S.O.C. ON EDGE AND 17 O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1W X 3-12' SDS SCREWS Q 12' O.C. ON ANGLE TYP. 0148'x3114'TOE-NAILS CONTRACTOR TO CONSTRUCT PANELS TO SLIDE INTO THE ELEVATOR SHAFT THRU DOOR OPENING, 1 3 2 WIDTHS MAY VARY. PANELS 1 AND 2 TO BE INSTALLED AND SHIFTED OUT TO ALLOW FOR PANELS "ICH IS LONGER)TO BE INSTALLED LAST PLATFORM LAYOUT AND WILL AID LOCKING EVERYTHING TOGETHER. MID SPAN BLOCKING W/(2) � 1 MIN W16"FLOOR PLATFORM DETAIL SHEATHING MIN. 7N6' SHEATHING W/ RSRS-01 (0.131-.2-3W) PARTY WALL OR RING SHANK NAILS Q 6" ELEVATOR WALL SEE O.C. ON EDGE AND 12" PLAN O.C. IN FIELD 2X6 k2 SPF CONT. - LEDGER VW(2)1 W X 3l7 1SDS SCREWS Q RIMBOARD 16.0 MAX INTO STUDS OR FLOOR 2X6 k2 SPF JOISTS Q 12' SYSTEM TYP. EACH O.C. W/ (3) 0.167 x 31re END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST05 ELEVATOR TEMP. FLOOR SCALE, SW • 1'4' ATTACH PLATFORM TO LEDGER WI I W X 31(7 SDS SCREWS Q 17 O.C. ON ANGLE TYP. MIN 7/16' FLOOR PLATFORM DETAIL SHEATHING MID SPAN BLOCKING W/(2) 0.148x 31W TOE-NALS 2X6 k2 SPF RIM BOARD W/ (3) 0.162" x 312" NAILS INTO JOISTS 2X6 k2 SPF Q 12. D.C. 2X6 02 SPF Q 17 O.C. ATTACH PLATFORM TO LEDGER WI I W X 31(7 SDS SCREWS Q 17 O.C. ON ANGLE TYP. MIN 7/16' FLOOR PLATFORM DETAIL SHEATHING MID SPAN BLOCKING W/(2) 0.148x 31W TOE-NALS 2X6 k2 SPF RIM BOARD W/ (3) 0.162" x 312" NAILS INTO JOISTS 2X6 k2 SPF Q 12. D.C. 2X6 02 SPF Q 17 O.C. N o • �' • � m► «�i • W Q +�ttt �� i•��•® • ae! rN LL I- J Q X W WC) W Z J H W H 0 H V -- TC N Z � Lu 0 2 j xUU az =}a}0 X9 o XWO �aUy) S 1-UCT: NG >� a-ECK: CC 0 w .LOB No. STAR-159It i SCALE: AS INDICATED w DATE: 042423 Q 0 ST1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.