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HomeMy WebLinkAbout6147-6177 Calle Ochoa StMmlTeko RE: TTH99-106 MITek, Inc. 16023 Swingley Ridge Rd. Chesterfield, MO 63017 Site Information: 314.434.1200 Customer: Starlight Homes Project Name: TTH99-106 Lot/Block: 99-106 Model: Bldg 14 99-106 Address: . Subdivision: Tyson City: Zephyrhills State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.5 Wind Code: ASCE 7-16 Wind Speed: 150 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T31961906 C 1 A 10/27/2023 21 T31961926 T11 10/27/2023 2 T31961907 C3A 10/27/2023 22 T31961927 Vol 10/27/2023 3 T31961908 CJ1 10/27/2023 23 T31961928 V02 10/27/2023 4 T31961909 CJ3 10/27/2023 24 T31961929 V03 10/27/2023 5 T31961910 EJ5 10/27/2023 25 T31961930 VO4 10/27/2023 6 T31961911 HJ5 10/27/2023 26 T31961931 V05 10/27/2023 7 T31961912 T01 10/27/2023 27 T31961932 V06 10/27/2023 8 T31961913 T02 10/27/2023 28 T31961933 V07 10/27/2023 9 T31961914 T03 10/27/2023 29 T31961934 V08 10/27/2023 10 T31961915 T04 10/27/2023 30 T31961935 V09 10/27/2023 11 T31961916 T04A 10/27/2023 31 T31961936 V10 10/27/2023 12 T31961917 T05 10/27/2023 32 T31961937 V11 10/27/2023 13 T31961918 T05A 10/27/2023 14 T31961919 T06 10/27/2023 15 T31961920 T06A 10/27/2023 16 T31961921 T07 10/27/2023 17 T31961922 T07A 10/27/2023 18 T31961923 T09 10/27/2023 19 T31961924 T10 10/27/2023 20 T31961925 T10A 10/27/2023 This item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision t j�1►lul►I fit based on the parameters provided by Builders FirstSource - Plant City. `% 001 N VF�� Truss Design Engineer's Name: Velez, Joaquin �`� G•E•N SF•'?''�: My license renewal date for the state of Florida is February 28, 2025. Florida COA: 6634 No 68182 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIfTPI 1, Chapter 2. STATE OF S/p N A � E�,%%' ''��ff/111111�0 .Ioaquin, Velez PE Nn.68I82 MiTek Inc. DBA MiTek f"SA PI. Cert 663q nail3 `,,in21e, Ridge ed. Cke tereeld. Nfo 63017 October 27, 2023 1 of 1 Velez, Joaquin �1� o cfAo� a INDEX GENERAL NOTES: LOT 99 - PULSAR 'OR' DETAIL SHEETS 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR FL 0.1.11 FL 1.12 SLAB PLAN'Or FLOOR PLAN'O' D-1 DETAILS D-2 DETAILS JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO FL 1.12.1 FLOOR PLAN OPTIONS D-3 DETAILS THE BUILDER. - FL 4.1z SECTIONS D-4 DETAILS 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHANA MPS. FL 5.12 FL 5.13.11 ELEVATIONS ROOF PLAN ROOF AN'O' D-5 DeralLs 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6. 12 UTILITY PLANS'01 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. LOT 100 - PULSAR 'KR' 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. FL 0.1.7 SLAB PLANK• 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. FL 1.8 FLOOR PLANK' 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES FL 1.8.1 FLOOR PLAN OPTIONS WHERE APPLICABLE. FL 4.8 FL 5.6 SECTIONS ELEVATIONS'M 8• ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A FL5.13.7 ROOF PLANK' WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. FL 6.8 U11UTY PLANS •K' 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY LOT 101 PULSAR 'M' AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND FL0.1.9 SLAB PLANK STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH FL 1.110 FLOOR PLAN'O HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME FL .0.1 FLOOR PLAN OPTIONS APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET FL4.10 FL5.10 SECTIONS ELEvarlorts'M• GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED FL 5. 13.9 ROOF PLAN •M' 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 4INCHES ABOVE FL 6. 10 UTILITY PLANS'M' THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER LOT 102 - PULSAR 'AR' FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. 11. CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020). NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER FL0.1 SLAB PLAN •A' SIZES OR WALL THICKNESS ARE TO BE CONSIDERED *NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. FL 1'1.1 FLOOR PUN' 12. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N.E.C. 2017, F.B.C.R. - FL 1.1 FL 4.1 FLOOR PN OPTIONS LAO SECTIONS 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. FL5.1 ELEVATIONS'A• 13. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW FL5.13 ROOF PLAN'a• MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FL 6.1 UTILITY PLANS'A' 14. ASPHALT SHINGLES (IF APPLICABLE): LOT 103 - PULSAR W WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO FL 0.1.7 SLAB PLAN •K' UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING FL 1.8 FLOOR PLAN WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FL 1.8.1 FL 4.8 FLOOR PLAN OPTIONS O SECTIONS FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE FL 5.8 ELEVATIONS IC IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FL 5.13.7 ROOF PUNK' 15. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL FL 6.8 UTILITY PLANS IC RELATED SUB SECTIONS. LOT 104 - PULSAR 'LR' 16. UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL FL 0.1.8 SUB PUN •L• EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR FL 1.9 FL 1.9.1 FLOOR PUN I: FLOOR PLAN OPTIONS THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, FL 4.9 SECTIONS TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR FL 5.9 ELEVATIONS •L• TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS FL ROOF PUNN OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE 6.13.8 FLss unuTYPUNs c MANNER. LOT 105 - PULSAR 'B' 17. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING ALL DETAILS LISTED I UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING FL DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. D E 12 FL 12 FL 1.2.1 FLABPLANN' FLOOR PLAN'O FLOOR PLAN OPTIONS 1 6 STUCCO CONTROL JOINTS TO 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 D BE 1 LLED ( ) FL 4.2 SECTIONS DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION FL 5.2 ELEVATIONS'R OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE FL 5.13.1 ROOF EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. FLs.z UTILITYY PLANS B' 19. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR LOT 106 - PULSAR 'N' DIRECTIONS, AND AROUND ROOF OPENINGS. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY FL ' OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL 1.1.10 FL 1.11 FL 1.11.1 R PLA FLOOR FLOOR PLAN'M FLOOR PLAN OPTIONS FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. FL 4. 11 SECTIONS 20. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION FL5.11 N' INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FL 5.13.10 FL 6.71 ROOFP AW ROOFY PLANS UTILITY PLANS'N' 21. 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. 8-PLEX BUILDING - A MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL A 0.1 SLAB PERIMETER PLAN8-PLEX WORKING SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONUdOL SIDE TO SERVICE AN APPLIANCE. A 0.1.1 A I'I SLAB PERIMETER PLAN 8-PLEX FIRST FLOOR PUNS-PLEX DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26 A 1.1.1 FIRST FLOOR PLAN &PLEX GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. A2.1 SECOND FLOOR PLAN8-PLEX FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 31NCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO A2..11.1 AS SECOND FLOOR PLAN ELEVATIONS a-PLEX CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. A 5.1.1 ELEVATIONS 8-PLEX AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING A 5.1.2 ELEVATIONS 6-PLEX COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE A 5,1.3 A 5.1.4 ELEVATIONS 8-PLEX ELEVATI ONS&PLEX APPLICABLE PROVISIONS OF SECTIONS M1411.3. A 5.1.5 ROOF PLAN &PLEX A 5.1.6 ROOF PUN 8-PLEX TYSON 8-PLEX A LOTS 99-106 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME AREA FIRST FLOOR 588 SF FIRST FLOOR 4858 SF SECOND FLOOR 1798 SF SECOND FLOOR 1 6525 SF HEATED 1386 SF HEATED 11383SF GARAGE 226 SF GARAGE 1771 SF PORCH 32 SF PORCH 249 SF 1 PATIO / COV. PORCH 80 SF PATIO / GOV. PORCH 1 640 SF UNHEATED 338 SF IUNHFATFO 2660 SF ALL WORN NATIO!�4¢ip; n. AN O T L Cz .-w J f D Q II- ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Staftht Homes LAST REVISION s ti z Z VA;" - ire Q > 1_C3 Q'Wi ii�_ I W N J °C aH o GO p U J SHEET NO: T-1 I ol x cm W J i Q cn ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 99 12 72 s� �s These drawings are the property of Starlight ROOF TRUSSES PER STRUCTURAL ENGINEER Homes and are not (o be utilized for construction, Or Copied in part or in whole 2ND FLOOR PL HT. — — without permission from the buffer. 0 2023 Starlight Homes 2ND FL WDW Hr. BED 2 OWNER'S BED 4 m LAST REVISION 2ND FLOO FR IN. FLIj� _ _ _ _ _ LAS P f/A 1ST F1,90R PL. 1ST FL-11A9W. HT. W U • W ,w ENTRY A 4 ; U � m� ❑❑ 9 1 MAINTAINMIN. FAMILY RM 17R Q 0' - 7 13132- 6'-6' HEIGHT AT FRONT i� OF WATER CLOSET 1ST FLOOR_ IF N. FLR O rn 7 10 BUILDING SECTION 'O' 1' -0' AT 21.) YOUT ' LAI.- _ ,'-0' AT I V % 17' LAYOUT W aP coo Z o N J i SHEET NO: FL 4.12 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E75 FIBER CEMENT PANEL SIDING W1 IX3 BATTS AT 16- O.C.(VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL. U.N.O. SIZE AS NOTED E17 IFALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN I ART. THE FINISH FLOOR AND WHOSE OPENING IS GREATAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST WINDOW OPENING CONTROL DEVICES COMPLYING THEFLORIDA BUILDING CODE 7TH EDITION (2020) RESIDL N FLOOR PL FIT _ 2ND FL VUOW HT. 12 Qm� N F OR FIN. FLR. ... 777777,� Ilk - 1ST F OOR PL HT. 1 TVVDW. HT 171E Q7 2ND FLOORF Q2ND FL. VNM (l_ ZND FLOQRI Ql 1ST FLOOg 1ST FiL 'w.- Q1ST FjOORF LOT 99 r, FRONT ELEVATION 'O' 1/4" = 1'-0' AT 21%34" LAYOUT 1B" = 11 AT 11' % 11-1YOUT 2ND ELOOR PL HT_ 2ND EL WDW.HT._ 2ND FLOOR FIN. FLR. 1ST 400R P . HT_ 1ST FL. WOW 1ST FLOOR FIN. FUj ,REAR ELEVATION'O' 1/4" = 1'-0" AT 22X34' LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT I— mc C� J F O G= x Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the properly of Starlight Homes and are not to be utilized for construction, or Copied in part or in whole without permission from the budder. 0 2023 Starlight Homes LAST REVISION a 60 a � N M M 3col X� W � O J � � a a co o W J SHEET NO: FL 5.12 rr— x Cz — N J F O Q U I� Z 'w V' ISSUE DATE: LOT 99 PATIO WP/GFI @ � uccoNo. o A/c HB �' a - 08.25.2023 FOR REVIEW REVISIONS: g WIC 3 fl ,� FAMILY RM j OWNER'> QED i �•� T o�,•$.}�1, F W =rV 1 ANUS s ��rr h / REQUIRED PER Y ' �STATE AND n/1 CIA CODEL BUILDING I \ i These drawings are the property of Starlight LL DISHWASHER T Homes and are not to be 3 o s G a 4 / I a ro"v DlsPosaL KITCHEN \\• utilized for construction, Or copied in part or in whole w `g s G w D 8 : ® ®� / E j1 I — without permission from the builder. 0 2023 ` w I a �'w x 2 ° G a? vp' ° z- LLL f I E E f -\ FI HVAC I �! I I MICROWAVE V sGFF [ SERVICE *'� PANEL - _ > _ _., ®' € Stadght Homes LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS t p -J 1 �� TO LIGHT/ 0.V ---REC PUMP, C TO LIGHT/ OCH ABOVE 1Af €� YY /•. KEYLESS / •. `< BELOW I VV L.t IGHT IN 3 ?# AU wnraEarEA SERVICE PANEL I, / ---� SIZE AND LOCATION f: f = PER BUILDERS LAST SAVED BY: LL CABMET TTIC 3 \ CA�-;AGE / SPECIFICATIONS AND LOCAL CODES / ELECTRIC METER a•� '. r,% ' / \ / Ij TELEPHONE/ KEYLESS /TELEVISION SERVICE BOX BED ENTRY RY [7 w 4D jj {�7-•\ o ® ® BED 2I CEILING� j /GFI DOOR OPENER l a arc HCA&SANDY 4 BASE CBBINET n YYY \ WP/GFI CD w n i q o i / \ ; �' r (7R C, f:c� T (� J r ___ — W J U) Il NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) � F It SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES '01 'O' J OVER BATH CABINETS OVER KITCHEN CABINETS ,� SECOND FLOOR PLAN ,� FIRST FLOOR PLAN j 1/4' = 1'-0' AT 22'X34' LAYOUT = 1'-0' AT 11" X 17- LAYOUT 1/4• = 1'-0' AT 22'X34' l YOUi = 1'-0• AT 11' X 17' LAYOUT J NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL ow _TixT .—H—OOF GFI WPLEX OUTLET © CHIMS CEILNG AOUlTED WCANDESCENT LIGHT RBcruRe usHwrtONs H /J OEILINGPAN (PROVIDE ADEQUATE SUPPORT) CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �wP.s v - ALL EXHAUST FANS SHALL HAVE eACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED"SUITABLE FOR WET OR DAMP LOCATIONS.' - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE cRawoFAur c.....TEmwrsR ouPlEx ouTIET HALFsw WD DUPIENGUTIET I. sMOlO: DETECTgi WALL MOIMIED NCANDESCEM ® HARdYPEDAND wIER LIGHT FO(1URE COMIECTEp WIBATTERY BACKLP y RECESSEDINCANDESCENTLIGNTFIXTURE COP OEIECTOH CEILING FAN WITH WCANDESCEM LN:HTFIXIIME (PROYOE-0-TE SUPPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. } 120 VOLTOUTIET ORCEILwGMOUNTED ISO FaTURE WED HARpN (NPl•VAPOR PROOF ® ONIEAND INTE0. CCTEDw�BATTERr - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. REINFIXiCEDAINCTKKIBO% y wALL swrtcH O EXHAUSTF CAWTOEX1E ) (D THERMOSTAT y ® TELEPHdE {� Gw As PPLr wnH VALVE �w HosE Blee - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. T (VEW TOIXTEFAfLtIGHTCOABNATpN T 1VEM ORgfp © TELEVI610R - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - THREE-wAv swrtcH a ELECRi1C METER 1M'WATER STUB WT ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHTAND SWITCH AS REQUIRED FORATTIC FURNACE PER CODE AND MANUFACTURER'S WRI "I"�'"'�— � a FOU0.WAY SWITCH , Low voLTACE ouTIET ® FLWPESGENTLNiHTFBRLRE ELECTRC PANEL TECH HUB SYSTEM D6CONNECTSWITCH ;JI +I WALL scONCE SHEET NO: - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL 6.12 r �s i. r► C3 J � � x I ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 100 12 12 These drawings are the property of Staare ht s �s Homes and are notto be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the budder. 0 2023 Staftht Homes LAST REVISION "D FLWR a — — — 2ND FL _WDW. HT. BED 2 OWNER'S BED 4 m 2ND FLOOR FIN. FLR._ _ _ _ 1ST FLOOR PL HT. _ _ _ _ 1ST FL. VVD • �• >ENTR YFAMILY RM TAINMIN.. ` 6'-8'HEIGHTATFRONT 1ST FLOOR FIN. FLR . � OF WATER CLOSET BUILDING SECTION 'K' 1/4' = 1'-0' AT 22'X34' LAYOUT 1.- = 1'-.' AT 11' X 1T LAYOUT !!/! LASTS *0Jll 1� M .w x LLB 0) a coo W fill O W N ui J SHEET NO: FL 4.8 CM ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 e'SOLDIER COURSE Es ROWLOCK COURSE E7 FVPON OR EQUIVALENT LOWERED VENT, 512E AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFANALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/5/4[4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS E15 F18ER CEMENT PANEL SIDING W/ iX3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING) E78 1X FlBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 FALSE WOODNINVL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED �I 6" 16 FASCIA 1 2ND FLOOR PL. HT.— FRIEZE _ _ — 7 ,J FYPON E76 * 12 i. 1 - 7 2ND FLOOR FIN. FUR.' — — 1ST FLOOR -L HT — T FS,NOW. HT. — 16 6" e' 16 0o pp m 1ST FLOOR FIN. FLR. ............................. 14- r, FRONT ELEVATION W 1/4' = 1'-P AT 22'X34' LAYOUT 11W = V-0' AT 11' X 17' LAYOUT LOT 100 * = 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 i6 fi• FASCIA t�10 BOOR PL HT_ _ ND EL. WDW ..... ❑ ❑ .... .... ... .. _ w - �o 2ND S02R FIN. FLR. 1ST FLOOR IHT_ --..._ ._.__ __.... .__... ......._ 1ST EL. VvDW. 1ST FLOOR FIN. FUR. REAR 22"X3ELEVATION W 2 1/4' = 1'-0'4" LAYOUT 1/8" = 1'-0' AT 1 /' X 17" LAYOUT F-- x J i O i Q II— ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the properly of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the binder. 0 2023 Starlight Homes LAST REVISION LAST SHEET NO: FL 5.8 �I 6" 16 FASCIA 1 2ND FLOOR PL. HT.— FRIEZE _ _ — 7 ,J FYPON E76 * 12 i. 1 - 7 2ND FLOOR FIN. FUR.' — — 1ST FLOOR -L HT — T FS,NOW. HT. — 16 6" e' 16 0o pp m 1ST FLOOR FIN. FLR. ............................. 14- r, FRONT ELEVATION W 1/4' = 1'-P AT 22'X34' LAYOUT 11W = V-0' AT 11' X 17' LAYOUT LOT 100 * = 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 i6 fi• FASCIA t�10 BOOR PL HT_ _ ND EL. WDW ..... ❑ ❑ .... .... ... .. _ w - �o 2ND S02R FIN. FLR. 1ST FLOOR IHT_ --..._ ._.__ __.... .__... ......._ 1ST EL. VvDW. 1ST FLOOR FIN. FUR. REAR 22"X3ELEVATION W 2 1/4' = 1'-0'4" LAYOUT 1/8" = 1'-0' AT 1 /' X 17" LAYOUT F-- x J i O i Q II— ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the properly of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the binder. 0 2023 Starlight Homes LAST REVISION LAST SHEET NO: FL 5.8 C3 +— w J f LOT 100 O a Z WP/GFI @ y [DA-T-10 A/CCOND. HB ac a too ISSUE DATE: �..�WP/GFI 08.25.2023 FOR REVIEW — WI t jj REVISIONS: LL \ is F-t4MpI�/ (-� 3i fjjj � �j� I BI ?t E E FAMILY RM B, j OWNEF H - IXG 3 T BED / TV *TV } - AN AS @ I t fA�,, ftA F RE RED PER li VCiri .-- �- STATE AND ; GLG. LOCAL BUILDING CODE -� . W lY — C \ These drawings are the property of Starlight> _ o i DISHWASHER GFII LL \ < �.� Homes and are not to be w'" m p s w o F B t \� ; DISPOSAL —')"! KITCHEN I j utilized f0 OOSfNChen 0 r w ° m w T - I- w a S =o > ��® ;' t --� 9 < a 8 a i y�r \ / %i ®� .. \"G4-� �`) VP 4F1 } MICROWAVE y R t I a w o a o 0 0 8 ..... ,_........ } r— , copied in part or in whole without permission from the bulder.0 2023 Stad'ght Homes REVISION Gib I 'HVAC i PANEL o r r o I ISERVICE«J=% '�LAST L� _„ _f PUMP, t E O LIGHT/ 1 LL V-V REC CH E s TO LIGHT/ - y r V };• STANDARD ELECTRICAL BOX HEIGHTS I I O F REQ. ABO , �,•�• m,,,, �,,. ,- \ 30A.ELEC. 1. ,^ BELOW t \ / .i ... 1 ,.._�t,a. -KEYLESS _v. SWITCH 1 WATER HEATER 1 ° SERVICE PANEL t; -' ` i SIZE AND LOCATION G. IN �`�r;{�''��� I 1 PER BUILDERS LAST SAVED BY: _ a TTIC \ / s� SPECIFICATIONS F \ /' ' ' ? AND LOCAL CODES / )I _ fI ELECTRIC METER sE �• TELEPHONE/ KEYLESSTELEVISION / �, � SERVICE BOX BED 3 i ENTRY F o /V-Y\ /FILING\ o m � \ BED 2 I /GFI DOOR OPENER m o 3 w y . ....._ __.. WP/GFI as HX:HVT o n•icARrcT § I/ O Y m CA&NEf 1'iiR'H ° r x Z --- ai W a d ----- H13 J //�� } NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) Li. � J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN rKr FIRST FLOOR PLAN 'Kr QO O OVER BATH CABINETS OVER KITCHEN CABINETS 1/4' = 1'-0' AT 22 X34' LAYOUT = 1'-0 AT 11' X 11 LAYOUT 1/4' = 1'-0 AT 22 X34' LAYOUT = 1'-0' AT 11' % 1T LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - ® cwr.Fs PROVIDEAND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL ¢ EILWC--- INCANDEs ENT c-ING FAN CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �wPAm WEATHERPROOF Gfl WPLE%OUTLET LIGHT Fa E PUSHBUTTON SWRCII (PROVIDE ADEOUATESLPPORT) 110V SMDIQ= DETECTIXV - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. iyI GROIMDFAULT CIfX:UITNIERRUPTER WALL MOUNTED WCAN'DESCENT ® HARDWWEDANDBRER IXALEXWTLET LXN1TFaTllTE CONNECTEDw/BATTERY CEILING FAN WIM Sif%JIDESCENT - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' eACXA1P LIGHTF—E - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE 0 HALFawDCIED DUPLEXOv T RECEsssD INCANDESCENT LX:Nr FaTL,aE coz DETECTOR � (PHOVOE ADEgUTE suPPORif CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. oRCEXWG MDunEDLEDFaruRE HARDWIREDAND INTER C/ � Il "a• 22JVOLT WTLET MI'YAP°R PROOF ® BAN UCPTED WIBATTERV - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY GAS SUPPLY WITH VALYE NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O REINFORCEDJU 1TONBOX O EXW.USTFAN(VENTTOEXTER ) TO THERMOSTAT PROVIDE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. i ® TELEPHorE --- � .--TFuur�rtca -- - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. f TO EXTE (VENT ) ® TE.-ION # - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. a THEE Y swITCH - ALL ELECTRICAL AND MECHANICAL EQUIPMENT FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 8 ELECTRIC METERw 1N' WATER STUB WT DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. < FWRWAY SWITCH ® FLUORESCENT LIGHTFIXTURE C� ELECTRIC PANEL �{ - PROVIDE POWER, UGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS SHEET NO: A LpvvO_OUTLET TECN HIs srsTEM i DSOONNECT swrtcH �I W'1LL scoNCE "�"�" AND - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND. DETECTORS. UNITS MUST BE FL 6.8 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. Cm w J i H ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 101 1z ,z 5 5 These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for constriction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes ND FLOOP-PL, LiT._ n _ _ _ _ _ _ _ _ _ _ _ 2ND FL. WOV✓. HT. & LAST REVISION - OWNER'S m 4 BED BED 2 11 �� ED _ _ _ _ j,ND FLOOR UN. F� 18 -- ST FL. W �M VT FLOOFLPL-ff V� FAMILY RM 4 a ENTRY 4 iO J U m _ � 3 MAINTAIN MIN. 17R0'- 6'-8'HEIGHT AT FRONT \� OF WATER CLOSET _ L-su- ............. FIN. BUILDING SECTION V ll r = 1'-0" AT 2;"X LAYOUT 1/S" = l'-0' AT l l" X 17" LAYOUT \/ JCD `n coo 0 W SHEET NO: FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8- SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4Y4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 101 1 1/4' = 1'-0" AT 22"X34' LAYOUT 1/8" = V-0' AT 11" X 17' LAYOUT REAR ELEVATION V 114' = 1'-0' AT 22-X34" LAYOUT 118" = V-0" AT 11' X 17' LAYOUT 'LOOR PL RT. FL. VVDW. )OR FIN. Fes\ 'LOOR PL RT. V EL-mv 3OR FIN. 92--1 _OOR 1. HT. -L_WOW HT. ,OR FIN. FLU\ OORM. & V 39 1.YaoW. yT,_ lj\VI ,OR FIN. FLR� x CM *— w .J i O I 4 H t� ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION SHEET NO: FL 5.10 Z t- CM J � � x Q o w LOT 101 0 C w, yo' ®\ { � OND Y�I^ a � ISSUE DATE: WP/GFI HB ' j 08.25.2023 FOR ._.-_ REVIEW REVISIONS: o II aw1"IcLa OWNERSI BD ry t1E'= { } ... l TV FAN AS REQUIRED PER //--�� i STATE AND .\B A ' I j+ LOCAL BUILDING yJ._.•.G } t /-/ I CODE ( E I These drawings are the property of Starlight Homes and arenot t0 be -••••••-••^•••••'^-- I GFI DISHWASHER G r . I o w � � � o m s i � ,; �[ t f Y KITCHEN �I ` DlsvosAL or copied for or whole fed in art or in whole copied ®`/ t s 9 220V i i i P j} €mot >, --- �� y� g q w _-- permission from the builder. 0 2023 IL �I H a' g w /. —, �( MICROWAVE m : 2 - 5 u* & o <0 1 HVAC G M s 3® -; > PANEL SERVICE 1F Starlight Homes REVISION ® CQ�E�1�— -_ BLAST • E \ � r TO LIGHT/ �- C RECPUMP0.VT� € I ) 4L SWITCH .,t, ' IFREQ. G STANDARD ELECTRICAL BOX HEIGHTS Ii ABQaoa Touc�rri -- i EtFc SWITCH ` - E... WATER HEATER - -' { --� p SERVICE PANEL I BELOW q\ KEYLESS y y SIZE AND LOCATION1 - \ _ / j {[[(I LAST SAVED BY: t{ dy LIGHT IN PER BUILDERS 1 Et - .t jam ATTIC Et SPECIFICATIONS \ AI� / / t m ELECTRIC ME DES' ' I •l '.. - � � i TELEPHONE/ I £# ,,; .........-..€.. -'' (� TELEVISION ' KEYLESS QEI�1 I, SERVICE BOX �3. .'NTRY .� # '` ,L, .1 3 / •\ R' 1"CLG. �' �]7 °'1' "'=+a1 i /�\ I! _I I ;I . I �/-[Y} /EILING\ / ® ® \ / r'� FI DOR m B E V 2Y \° �YOPENER . \ // o 'w WP/GFI 3P HIGHVANTY i SASE CABINET GAWNETI, ORC m_ X z .............LP___- -_ uJ HB NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) CL I J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'M' FIRST FLOOR PLAN 'M' 00 0 OVER BATH CABINETS OVER KITCHEN CABINETS z 1 114" = V-0" AT 22'X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT 1/4' = 1'-0' AT 22"X34" LAYOUT = 1'-0' AT 11" X 17' LAYOUT J NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. DuvLEX WTT£T ® CHINE - PROV AND INSTALL ARC FAULT CIRCUIT -� cEKPIG AauNTED WCANDescENr �% cExING FAN -INTERRUPTERS (AFC) AS REQUIRED BY NATIONAL ELECTRICAL DE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �wvrtrl WEATHERPROOF GFI WPLE%W11F' LIGHT FIXTURE PUGHBUTfCW SWITCH (PROVOE ADEQUATE SUPPORT? CODE v - ALL EXHAUST FANS SHALL HAVE BACKORAFT DAMPERS. m OROUND�FMATGRCUITwTERRI1PlEP 11GY SMOKE DETECTOR WALL MOUMED WCANDESCENT ® HARO/IWED AND INTER LEWNG FAN WRH wCANDESCENT - FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' ° %OAT caN4ECTED w/eATTEm LXi1TFORURE �4F ICAIT FO(iUiE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE "'�s'"•�1ED 01P�%OunET y REOESSEDINGNOESCENT LGHTFI— (PROVDE ADEOWTE SIRPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. fY^L OR GE�INO wauNTED IED FaTImE HARpA,IRED Arvo INTER. MI•VAPOR PROOF ® R2J VOLTOUTIET CONNECTEDW/GAMW - PROVIDE AND IN LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY uvr � �® GAs suPPLr wITH VALVE NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. REINFORCEDA1NcrKxl eoX Q EXIMUSTFAN(WNTTOEXIAM) © THERMOSTAT - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. $ w,�bY4 �aEnuusTFuu�cHTGaeruTaN ® TELEFfIdE �re E - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. 11 Y (VENT TO EXTERM) ® TELE _ - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. i' 1HREE-WAr swIT'CH v4 WATER s1us OUT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ® FLWRESCENTLIGHTFIXTURE 8 ELECTAICMETER SHEET NO: DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. 4 FGUR SwlrcH C� ELECTRIC PANEL ,I - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S Jlll WALLscGNCE A LowvDLTAGEDUTIET TEDH Hus sysTEM i 05CONNECT svrtcH WRITTEN INSAND - PROVIDE FL 6.10 INS AND NSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. x G3 J 2 O Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 102 12 12 6� �6 These drawings are the property of Starlight ROOF TRUSSES PER STRUCTURAL ENGINEER Homes and are not to be utilized for construction, or copied in part or in whole without permission from � 2N� FWOE PL HT v the builder. 0 2023 Starlight Homes 2ND FILLWVJJHT. _ _ _ _ _ _ _ _ _ _ _ _ _ OWNER'S BED 2 LAST REVISION BED 4 m ND FL40R FIN. FUFL _ _ _ _ _ LAST SAV Y: 7ST FLOOR PL HT. 1ST FL WDW. Fri W ENTRY ; w FAMILY RM o m m y ro U 3 MAINTAIN MIN. 17R Q0'-713W �� 6'-e' HEIGHT AT FRONT � . OF WATER CLOSET 1ST FLOOR FM FLR_ � BUILDING SECTION 'A' r R N 1/4' = i'-0' AT 27%34 LAYOUT L8' = 1'-0' AT 11' % 17' LAYOUT Ld ~ J W acl) N coo J SHEET NO: FL 4.1 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8'SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 6/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5AX4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16- O.C. (VINYL BOARD AND BATTEN SIDING) E,6 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 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 COMPLYINGWITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 7 2ND FLOOR P � 2ND FL. AD. 2N FLOOR F 7 1ST FLOG-" QJ_ FL. WDW 7 1ST FLOOR FI LOT 102 2ND LLOOR I q_ 2N.D a. V Dm 2ND FLOORI q1S7 FLOM q 1ST FL. ADN 1ST FLOOR F FRONT ELEVATION 'A' 1/4' =,'-0' A7 27X34' LAYOUT 11B' = i'-0" AT I X 17" LAYOUT REAR ELEVATION 'A' ' AT 22'X34' LAYOUT 1,B' = V-0' AT I I' X 17' LAYOUT x Cz J � O i Q I� �n ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Stadght Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Staftht Homes LAST REVISION N v A X�fn@ W O Q Cl) J co W SHEETNO FL 5.1 x fm 1 N LOT 102 J � O Q U •�Z I� PATIO WP.GFI@ y A. a ISSUE DATE: �.....�., gs HB /- WP/GFI _ 08.25.2023 FOR REVIEW i REVISIONS: NJ F ("tt TV! m 5 / AN AS -t� REQUIRED PER STATE AND I E f , LOCAL BUILDING f \ N w CODE_ > ° These drawings are the v —"\ �i property ofStadight o m o 4 ; 220 DISHWASHER —tom DISPOSAL I (i ( -� 3 t utilized fOfHomes dare not toCOrIStNCt100 r s ; m a + a — copied in part or in whole without permission from builder. 0 a Q a a o $ m �� Qa . y , 2 & `o < _ o$ ° 4'ry®l "t" vP j-{ -W....._... KE EBB t ,. FIjI 3 S -II3 I' 1 { I ; �> �_ �i — I MICROWAVE [ �: � GFI - SERVICE I 1 PANEL II ��� �, the 2023 StadightHomes LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS _� ro / .I \r� 3 / ¥ �j r B i I ry� V.V REC.PUMP. % f F REQ. C❑ SWITTO CH ABOVE LAST SAVED BY: ro uGHr (CICIC 30A ELEC. '':L s I SWITCH/ WATER HEATERSERVICE PANEL NS / BELOW E I / SIZE AND LOCHTION III PERBUI E DERS SE r (� (., S,z I �;IC = 1 ./ ATIO->; I i -1 SPECIFICATIONS ANDELECTRICLOAL CODESI wAU CABINE - — i 11 gl ..._ ...,\ r I TELEPHONE/ , TELEVISION £ KEYLESS - N (i f �7 SERVICE BOX Q 0. ¥ :: ... / / /GFI DOOR OPENER = Sm Hz;H vwm o ewsE CABrz:r p �\ WP/GFI Q O Q N CABINET _ n n F € o _ jPORCH- i� Z a �.LLJ — He a N r NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) 11-- SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 1 °� J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN W FIRST FLOOR PLAN W r, J 1/4' = 1'-D" AT 22'X34" LAYOUT = 1'-e' AT 11" X 17" LAYOUT 1/4' = 1'-0" AT 2YX34' LAYOUT = V-.' AT 11' X 11 LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT4NTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL WPIEX—T WFATMERPROOF GFIWPLE%W1LET h © CH—S Y LEMAZII u TIED WCANDEscENr PusHeurraw swlTCH i csLL Fµ (PROVIDE ADEQUATE SWPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. {.f - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUTABLE FOR WET OR DAMP LOCATIONS.' - ELECTRICAL SYSTEMS G—FAULTCIRCUIT-WTERRWTER DUPLEzouTLEr „„ HMFBWRCHED WPLEX OURET T1W SMDIQ: DETECTOR W MOUNTEWCANDESLENi ® HARDWWED MOINIE0. DH I� D L TFIX1 caNNECTEDwiBATTEar CEILINGFANWNCANDES W BADNi1P IGHT FIXRNE y RECESSED INGIAESCENT-I Fl— (PRJv�AOEQIMIESINPQRT) ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. M � "W TTO VOLT O—ET COT OET c— f`P} � �� PTED LED FannE ® NARDW WEII AND CONNECTEDW/BATTERr INTE0. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND COZ DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEE7I NG THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 REINFQRCED.uNcrpN eoz # BACKUP 0 EXHAUST FAN (VENT TO EI(IERIOH) THERAgSTAT �® OAS SUPPLr WfM VALVE O ✓i - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. wAu svlTCH EXfMUST FANLMHTCOLBfUTpN l� rQ IXTERIDNI # ryENr © TEiEv�slw - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S > T.EEAVAr SWITCH a FouRwAr swlTw 1M WATER STUB IXIt FLwREscErvnIGHT FKTURE e ELECTRIC METER ® o ELECTRIC PANEL J{ SHEET NO: WRITTEN INSIR , Lav VOLTAGE amET TECH HUB SYSTEM i DISCONNECT SWITCH SI WMLSCONLE - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE DINS. HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FIL 6.1 t— x C7 J i O Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 103 These drawings are the 12 12 property of Starlight s� �s Homes and are not to be utized for construction, or copied in part or in whole ROOF TRUSSES PER STRUCTURAL ENGINEER without permission from the budder. 0 2023 Starlight Homes LAST REVISION _ _ 2No pLOGR PL Hr. _ _ _ _ _ _ _ _ _ 2ND FL. WDW� OWNER'S BED 2 iI ��I1111111 m a BED SAV Y: a 2ND FLOOR FIN. FUR. r 1ST FLOOR PL HT. IS FL. WDW� W N < U 2 vni Q 94 FAMILY RM a ENTRY o, q �� m 0 ♦ � U o LL m + a MAINTAINMIN. 17R@0'-713W s'-e'HEIGHT AT FRONT OF WATER CLOSET 1ST FLOOR FIN F � ... W y/ 0 1Kr a BUILDING SECTION N 1!11 = 1- AAT 21)L' LAYOUT lie- = 1'-0" AT 11' X 17' LAYOUT coo J SHEET NO: FL 4.8 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 S'SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING W/ iX3 BATTS AT 15. O.C. (VINYL BOARD AND BATTEN SIDING) E10 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 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 103 FRONT ELEVATION 'K' v4• = 1'-0' AT 22-X34• LAYOUT 1B' - V-a AT 1 r X n• LAYOUT REAR ELEVATION 'K' 1/4' = 1'-0' AT 22-X34• LAYOUT 1,11 = 1'-0' AT 11- X 17- LAYOUT x CM J i O I Q ISSUE DATE: LOOR PLhff--15� 08,25.2023 FOR REVIEW REVISIONS: X)R FIN. Fes\ LOR PL & EYWW. Hi. n These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole bR FIN. FU—S without permission from the builder. 0 2023 Starlight Homes LAST REVISION I5 2ND FLOOR PL _2ND FL VOW IJTV ?ND FLOOR FIN. FL�_ S 1 SJ_F�R PL ��/ _1ST FL.yA* FiT __n BY: 1ST FLOOR FIN. FLR n � �I SHEET NO: FL 5.8 Ii— CD � — w J i LOT 103 z O o aC COND. nx-i'€ 1 HB 2 A/C PATIO ISSUE DATE: _ WP/GFI 3 / OS .25.2023 FOR REVIEW tl ® WILL I REVISIONS: ' FAMILY RM OWNER'S BED �} �� � q I►TV Tv t FAN AS 1i REOUIREDPER `( STATE AND ._... '� OVA";, g LOCAL BUILDING /' CODE These drawingsare the w ''" _ , 1 / E i �• T �'FI; DISHWASHER property of Stlight Homes and are not to be o w cFI ti _ KITCHEN `d T-olsrosaL utilized for construction, or copied in part or in whole m < z a $ = Y b z $ ° m � 0 r w 220V / / r' ® \} �e . t::. s j 1 HVAC i•1 i:J," P J[ i /i / — . _ - MICROWAVE Imo", ;® without permission from the budder. 0 2023 Starlight Homes Dw .. _ PANEL . �� I i ._ LAST REVISION •\ { ' ` I, (( V ...K k TO UGHT/ 0 i SWITCH REG.PUMP, E �7 K IF REO.c� 2 q STANDARD ELECTRICAL BOX HEIGHTS ° To LIGHT/ I I -- - ) < .SWITCH BELOW -�{{ •• £ •� KEYLESS {ky {1 -` LIGHT IN € SERVICE PANEL SIZE AND LOCATION PER BUILDERS ABOVE ) 30A. ELEC. / ` >- \ WATER HEATER / I I , = \\// LAST SAVED BY: ww-cns�NE �`. `jd,..i ATTIC _ ( -' ¢ _ TT gp SPECIFICATIONS AND LOCAL CODES ELECTRIC METER i _ i TELEPHONE/ �' I - \•1 \ 8\ it V� - r. TELEVISION SERVICE BOX � t II \ /KEYLESS \ ENTRY•/ \. $ 0 { n �./GFI BED G �{YY / EILING\ DOOR \ � / OPENER \ I 3 m f0 90•HGMVM'.� CSNET FWP/GF1111 \ \ I ILI O/� k r €3 X Z _ __ ..... -\ 0)N a He ^ fA } SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) FIRST FLOOR PLAN W 00 0 P: SECOND FLOOR PLAN W OVER BATH CABINETS OVER KITCHEN CABINETS 2 AT22ZLAYOUT = I -o• AT 11• X 17• LAYOUT 1 1/4• = 1'-0' AT 22'X34• LAYOUT = 1'-(• AT 11• X 1r LAYOUT J NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL RRDPER LOCALCODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AS REQUIRED BY NATIONALELECTRICAL o LEXDUTLET I#W°"•' WFATERPROOF �I wPLEz oImET ® ..N CELMG MOtwIED NC.VDESCEIR LIGHTFp(,IXVE PU5118UTTONSWRCH cEINGFNI (PROVIDE ♦DEDWTESUPPORT) CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAWLIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED 'SUITABLE FOR WET OR DAMP LOCATIONS." � DH GR FA TCIRCUIT-WTEPoiIIDTER LNRIEx ounET �V DWw6MOKE OEIECTOq �1, OEO AND �(�} WALL NIOIMTED NCMElE6CEHT ® INTE0. ' T LKwTFaTwE cawECTED wiesnERv B,\CKW CEIUNO FNI WITH WCMOERCENT LIGHT FIXTUiE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. „„ tt HALFSWrtGL£D WMFX WTIET m• TSD VOLT OURET y RECESSED INGNDESCENTL* FIXTURE C���C fi^} OR CEILWG MJUNTED LED FaTURE HARDVIIRED� INTER IVPI-VMOR PROOF ® CONNECTEDW/SNTTERr (PROVIDENDEp TE6UPPORT) - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REWIRED BY e,ux+iP NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O O E BUST (VENTTOE%IE ) QT THERNOST�r �® OIS SUPPIY WDH VIJ.VE REINFORCED LNCTpN BO:I - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TELEPHONE b HosE swa - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. # W�sy,,RpL Ij- E.--T FuuX:HTcaLeruTNW I— TO EXTER ) © reLEvaoN SHEET NO: I - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #a THREEWAr SWITCH q iw IM WATER SIUBWT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 11 FLWRE6CENTLIGHTFIXIORE lJ ELECTRICMETER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. i a Founw�r swrtcH ® v ELECTRV: PNlEL - PROVIDEPOWER,LIGHTANDSWITCHASREOUIREDFORATTICFURNACEPERCODEANDMANUFACTURERS W,LLL6COH(:E WRITTEN w6TRUCTbN6, , LOwwLr�cEauTLer TECH HuesrsTErn i DISCgNNECTSWITCH FL 6.8 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. r� C7 J f Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 104 12 12 s� �s These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole ROOF TRUSSES PER STRUCTURAL ENGINEER without permission from the builder. 0 2023 Starlight Homes LAST REVISION ----------------- l�FLOOR PL Hi. FL-WTriJ_HT. _ _ _ _ _ _ _ _ _ _ _ _ BED 2 OWNER'S BED `� * �i# 2N FLOOR FIN. FLR. (1__1SLFL3ORP _ LAIM HT. • 4< - ENTRY w ; IF FAMILY RM 4 i � � m J ro U 17R@0'-713/32" « 3 MAINTAINMIN. 6'-6- HEIGHT AT FRONT '_ ,__ R—•O FR IN FLR_ OF WATER CLOSET BUILDING SECTION 'L' AT 21IL- LAYOUT 11e' . 1'-0' AT 11- X 17' LAYOUT •• eel W J a /yam O 00 ~ N J SHEET NO: FL 4.9 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8"SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOWERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16- O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINVL 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 104 v FLOOR P 2ND Fy W� /1_2ND F10Q)iE �/ 1ST F,400gp 1ST FL. VVQ Q" FLOO$E 2ND FLOOR & WWM �" FLOOR q-t FLOM qJ 1ST FL. V10 1ST FLOOR I FRONT ELEVATION V 1/4" = 1'-0' AT X34" LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUr ,� REAR ELEVATION U 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11' X 17" LAYOUT C3 +— w J i O I Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the budder. 0 2023 Starlight Homes LAST REVISION SAVlD a'�1 11l1 X ' z W J ~ a `j a r > � W coo W J SHEET NO: FL 5.9 x +— w J i � x Q LOT 104 z -... 0 U PATIO accoNo o ISSUE DATE: H0 \ •/ h .� WP/GFI __. tttttt �. 08.25.2023 FOR REVIEW REVISIONS: o �+ j' g WIC f i AivllLY RM j OWNER'S l r BED I! i CYO i I f AN As REQUIRED PER STATE AND BUILDING f ` These drawings the /,•- rI G cDooeL 1 1 — _,._„-,, - < _____. v \ are property of Stadght Homes and are not to be r - - GFIt Imo_... DISHWASHER — € I" �" utilized for construction, or In I ` t E E:. t# m V i k w x 1 ,� DISPOSAL z a g $ o 220 w < R w g s 3 g�g ' �r®l —� — L l' G ) '1" ® �, ,.. MICROWAVE f3 1 G.C.. f J a G a 1 VP € r—? \, m copied P whole led In art or without permission from the builder. 0 2023 Starlight Homes LAST REVISION e a GFd 5 D D l l E E PANEL 1 > -/ �' o LL- 1 g p( HVAC q SERVICE L E{( € ❑ v€"0 O R IF RED STANDARD i REC. Pu c a swiTccrl/ ELECTRICAL BOX HEIGHTSBA�' 77"TT Ij ABOVE € __ n TO LIGHT/ �\ WATER HEATER �/ =% '� #, BELOW I , yyyW�,.. KEYLESS `;_1'SIZE ANO LOCATION GH [3 \f��C II SPECIFICATIONS LAST SAVED BY: CIN�f AN ELECTID LAL RIC METERS It TELEPHONE/ ,. (,. / TELEVISION - $ KEVLESS�,g4}/� BED € 'r` / �• F. NI RY •.[I' SERVICE BOX $ BEiJ c�q /FILINGR W/ E o BED ry I /GFI DOOR \ t .• ... J� I G / OPENER \ } / \ WP/GFI C/�,BHIlVffi RY i BASE CABINET H r 1 Z W O) a �� _. NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 1 co O H OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN U FIRST FLOOR PLAN U J 1 2 1 /d' = 1'-p AT 22134' LAYOUT = 1'-0' AT I X 17' LAYOUT 1/4' = 1'-d' AT 22'X34' LAYOUT = 1'-0' AT i 1' X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0 Dunexouner ER CHINES - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CEXNG NKXMTED INCANDESCENT CELNG FAN 4}+'/P� WEATHEAPROOFGfI OUPI.Ex ourleT LIGHTFIXTURE PUSHBUTTON—MH (PROVIDE ADEOUAIE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. 0 GgOUN6fAULTCIRCUR-INTERRWTEq ++pV .,D DETECTOR �0- WALLMDUNTED wcANDESCENT ® HARpVX1ED ANp INTER- CEILINGFANWRHWCANDESCENT - FAN/IJ GHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' DwLEzouTleT T LICIITfscruRE CIXMECTED W/BAiIERY //A BACKUP "' LxiHTfIXTUPE �q{ - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE Tf HALFSWIICHED WPLEXOUTLET y RECESSED WANDESCENTI-GHT-TORE C. (PROVIDE ADEQUATE SILT) �^Pl OR CEILING MDUNTEDLED fsnURE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. HARMMEDANDINTER Y10 VOLT WILET IVP)�VAPOR PROOF ® CONNECTED W/ BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY �� GM suPPLv WITH VALVE NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O REINFORcfDJJNCiXJN aoz O EXHAUST FM (VENT TO EXTERKXI) O THERMOSTAT - PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTERS(GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TELEPHONE HOSE BIBS # wAu--H Exwusr PANAK:HrcOMBItUTXw - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. ryENr TO EXTE—) © TElEvax)N 1 - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #' THREE-wAr swrtcH � tN-WATER STIxi WT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES,A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, #X fouawAr swnT:H ® fLWRESGENT LX:HTFo(iURE 8 ELecTRIC METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. i o EiEcrnX: PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WAUScaNre SHEET NO: , LOW VOLTAGE Darter TECH .—Y.—DswW+EcrswlTCH WRITTEN INSTiIUCTMx15. FL 6.9 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. C3 __jf �0 Q C/) ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 105 612 12 5 These of Etas are the property of Stadight Homes and are not to be utilized for construction, or ROOFTRUSSESPER STRUCTURAL ENGINEER copied in part or in whole without permission from the builder. 0 2023 Stadght Homes 2ND FL.'n,»n< Hr. — — — — 2ND FLOOR PL:-T LAST REVISION OWNER'S BED 2 m 4 BED � D Y: Y• ~4 ZNQFLOOR FIN. FLR. & _15i FLoORPL-FIT--,& 1S>�WPW. V PDF§ < • N • O) i FAMILY RM ; w ENTRY — Z. 0 MAINTAINMIN. 17RQ0'-713/32" 6'-8• HEIGHT AT FRONT ` OF WATER CLOSET -lST FLOOR ELN. FI.R.. _ v It ITO r, BUILDING SECTION 'B' W i/4' = 1'-0• AT 2;•;* LAYOUT 1ie• = 1'-O' AT 11• % 17• LAYOUT J V a� N coo J SHEET 110: FL 4.2 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8"SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W15/04 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 18" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 105 2NO FLOOR I'TT. _� X 0) i Zpi _2NDN ywDW. VI1 LL J �!� 0 J V� a �- W co O W J EWIN1110 ;B � ❑® o0 1B 00 o0 a0 00 FRONT ELEVATION 1BT 1/4" = 1'-0" AT 27134' LAYOUT 1R' = 1'-0" AT 11" X 1T IAVOUT EWIN1110 ;B � ❑® o0 1B 00 o0 a0 00 FRONT ELEVATION 1BT 1/4" = 1'-0" AT 27134' LAYOUT 1R' = 1'-0" AT 11" X 1T IAVOUT x CM J f O Q l� f� ISSUE DATE: 2ND FLOOR PL. jff--,�q 08.25.2023 FOR 2NW� REVIEW MOCITH NE PASIDING REVISIONS: 8" 16 2ND FIN, FLR.- Il _1ST FLOOR PL ffT_V -t 8" �J These drawings are the property of Sta ftht Homes and are not to be utilized for construction, or I-ST FLQOR FI8 FL&-_� copied in part or in whole V without permission from the builder. 0 2023 Starlight Homes LAST REVISION � 16 FASCIA 2ND FLOOR FIN. F� ...... - 1ST FLOOR FL. _1ST FL. -v ............ 13 ............. 1ST FLOOR FIN.F,.__.__/1 �I SHEETNO: FL 5.2 C3 J ? O Q LOT 105 o1 — j ��No. _ PATIA. ] O I IS C40 ISSUE DATE: WP/GFI 08.25.2023 FOR REVIEW WIC REVISIONS: oil (• 3 Ft\iVIII.Y RIVI OWNER'S I� BED v TV ..... i 1 I TV4FFAN �G\ AS ---.--.••.�. ; _ REQUIRED PER {,, A N STATE AND ..... ( //P' LOCAL BUILDINGq These drawings are the property of Starlight Homes and are not to be t 41 i CODE Q'� • _ ! / 4 / I "(' DISHWASHER GFI � j _ _ I �- ? �I"�-;— r� � D. N I i K I T C H N DISPOSAL utilized for construction, or k J- z o w g m 22OVPDT 3 § y a / \ ® - _ - u 9 0 S'-.' LL'. i b a w 9 t \/ MICROWAVE / copied in part or in whole without permission from the builder. 0 2023 m y i VP � � � CFI! ` o _ _ ^yJ$ b W w Z I -* i \- _ y _ lN-:4 SERVICE % PANEL Starlight Homes u o{I r _ yRy1 �¢/yyy� ,yFyA TS LIGHT/ © REG. PUMP, yp IZ I ` ..I1 /� LC: i [ • WITCH tLLS ::'r IF REO, O 2. i LAST REVISION 9 TO LIGHT/ j ( ABOVE g, STANDARD ELECTRICAL BOX HEIGHTS SWITCH ;' I --- i 30A ELEC. '^^•^ 3 SERVICE PANEL WATER HEATER / -_ BELOW I KE S SIZE AND LOCAn €[ \ / ... \ • _ pty LIGHT N W - E PER BUILDERS € I fi Cl " �"... / \ �'Ir�-, LAST SAVED BY: ATTIC SPECIFICATIONS ( i •I _ AND LOCAL CODES wAu uBINE 3 ELECTRIC METER TELEPHONE/ TELEVISION v B D SERVICE BOX �� ENTRY , 1 ;- • €tie`. : Lt.. �}L{r 'I i /SLING\ ` 3 E D 2 • �-(} I .... II / GFI DOOR \ OPENER m 5'.a"CL.G. W HIGH VANITY j BASE CABINET �^ // \\I I T y-,�/'"}y' O CABINET e, f - ;�\ 7$ C1 ( ........ V ^ �yl� L J — - — - — W d) HB NOTE: EXTERIORW.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) aN SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES ' 00 O J F- OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'B' r, FIRST FLOOR PLAN 'B' J AT 22-X36' LAYOUT = I' T AT 11' X 1T LAYOUT 111 = 1'-0' AT 22'X36' LAYOUT = 1'-D' AT 11' % 11LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. puv�z ply © cHINEs (� - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AS REQUIRED BY NATIONAL ELECTRICAL ¢ cEILAz; MoIwTED NLANDEscENr \� CEZWGFAN WEATHERPROOF GFI OURLE%OUTLET LIGHT FIXTWE RUBHBUTTONSWITCN (PROVIDE ADEQUATE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. awvaFl U 11MBV S E. CETEGTOR - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. GN GI—NOFAULTCIRC-1NTEPoi MR D•NgED WALL MOUNTED VA:ANOEBCENi ® H AND INIE0. CEILIWFANWRNWCN6IESCEW - FANLIGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' DI'v�z OUP L—TF-- CONNECTED W/eATTERV eAczuP LIGHTFaTLgE - 4I HALFswrTCHm Duvl.EzouTIET y RECESSEOINCAIAESCEMLGHT FIXTURE (PipvOE ADEGIMTE SUPPgiT) ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE L02 pETELTOl1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. f9'l ly°RpvE OR RraDF�DLED FaTuaF ® HARpWgEo'vo INTER' uovaTOun[r caNNECTmwI eATTERr - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY 9ACKLP NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O Q E—STFAN(VENTTOEXTERIOR) OT THERMDBTAT --® G" SUPKY wITH VALVE REINFORCED JUNCTANI Wx • PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL ,. CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. y ® TELEPHDNE re HGSE Bee - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. T wuL swlTCH E%FMLLST FAWLIGHTLOMBtUTpN (VENT TOIXTERgR) © TELEY6gN SHEET NO: - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #' THREE-wA —T. wwATER STUB our - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, NC UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ii FLUOREBCENTLzirtFaTlgE 8 EIEcmIC METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. t A FouwwAv swrtcH ® v EtECTRz: vANEL H - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS WALL eCONCE , LOW WLTAGE Du T TEGH Hue sysTEM i DIswNNECT swITCH WRITTEN N6IRUC,AM16. FL 6.2 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. CD � x Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: LOT 1:::06 1z 1z s� �6 These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or hu In part In whole on from without permission the budder. 0 2023 Starlight Homes — — 2ND FLOOR-PL._ HT. _ A1117) 2ND FL. �" FIi. — — — — — — — — — — —121 LAST REVISION OWNER'SBED BED 2 E BY: D FLOOR FIN. V — — — — -.. — 1ST FL. VYDW-FE.& a� .• 5 a ENTRY a m 0 FAMILY RM MAINTAINMIN. ♦ 3 17R@0'-713/d2' 6'-8"HEIGHT AT FRONT '� OF WATER CLOSET _ --- -IST FLOOR FIN. FELR._/1 • BUILDING SECTION 'N' I'll AT 21X34" LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT ' W � a 00 O W N J SHEET NO: FL 4.11 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8"SOLDIER COURSE E5 ROWLOCK COURSE E7 FVPON OR EQUIVALENT LOWERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4c4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16. O.C. (VINYL BOARD AND BATTEN SIDING) E16 1 % FIBER CEMENr TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS �AULWINDOWS WHOSE OPENING IS LESS THAN 24• ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER 7 WIN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL r, RIGHT ELEVATION 'N' 1/4" = 1'-0" AT'21 3 LAYOUT 1/8" = 1'-0' AT 11 • X 11' UYOUT LOT 106 Al FRONT ELEVATION 'N' L/ 1/4" = 1'-0• AT zrX34• LAYOUT 1/6" = 1'-0' AT 11 • X 1T LAYOUT REAR ELEVATION 'N' 1/4• = 1'-0• AT 22134" LAYOUT 1/e" = V-0" AT 11" X 17'LAYOUT CM J i O f.� I Q ISSUE DATE: L_OQRPL. Ham& 08.25.2023 FOR FL. REVIEW REVISIONS: )OR FIN. FO--& LOOR W FI,yaDW. HT. These drawings are the property of Stadight Homes and are not to be utilized for construction, or )OR FIN. FLR. copied in part or in whole without permission from the builder. 0 2023 Staftht Homes LAST REVISION OOR Pam. __,. /\ i_WDW. Flr� OR FIN. F,,'J1 � SHEET NO: FL 5.11 tz Q U Z ISSUE DATE: 08.25.2023 FOR LOT 106 c ❑ ac o1No. PATIO FTT WP/GFI .., L. - REVIEW REVISIONS: Vi11(f E FAMILY R BED / f TV € TV FAN AS ? / ` REQUIREDPER �- €- STATE AND Q- LOCAL BUILDING/- q W CODE 1 r f v FI I t i DISHWASHER 4" These draWIrIQS are the party of Starlight Homes and are not to be o x m # �� GF.I �� KITCHEN DISPOSAL utilized for construction, Or copied in part or in whole a k G > m < o a � � I I / ® �% i � " � J.. % I.: � oo h m 4 I g$ a W a 220V P D 13 — I without permission from the builder. 0 2023 < o VP I S tC MICROWAVE wW f 3 iiFl 0 0 " o HVAC GFI. i 3 _ - I� -: SERVICE L _ I i , 3 ' r , PANEL ® ..; Starlight Homes LAST REVISION _. - TO LIGHT/ C I7 py��REC PUMP, LL '' STANDARD ELECTRICAL BOX HEIGHTS I <Ic SWITCH I ❑ y i 4 FREQ. Oj I 1 ABOVE \ Il {'/7'—v1 9 TO LIGHT/ — /; SWITCH I ( 30A. ELEC. / ?, -&� SERVICE PANEL (€'" \ L-=;i WATER HEATER I, BELOW I ;i KEYLESS WIC ". SIZEAND LOCATION €€j ,' I \ / LAST SAVED BY: [' LIGHT IN ,y, _ PER BUILDERS .GARAGE ATTIC SPECIFICATIONS 7 it AND LOCAL CODES ELECTRIC METER i< N II TELEPHONE/ I.f`V-11 .. I 1 \ \ TELEVISION I \ / \✓ i= 6ERVICEBOX I c1- •� „L, KEYLESS a BECK 3RY $ /EILING\ II N Li'i.) m OFPENER\\ BED 0 YYY 3 / \ a WP/GFI n p p��E�IY �•\ / \I` e o y Q - _ --- W J a He J EXTERIOR W.P. OUTLET REOUI RED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN rNr FIFLOOR PLAN INr ELNOTE: r, 1•RST OVER BATH CABINETS OVER KITCHEN CABINETS 14 = no• A = r-o AT 1r x 1r LAvour U 1/4•= -0• AT 22•X34• LAYOUT = 1'-0• AT 11• X 1T LAYOUT Co 0 NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0 DUPLEX WTLET © CHIMES - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CEILING AqU-E.--ESCENT CEILING FAN 0—WEATHERPROOFGFIWPLE%OUTLEF LIGHTFIXNRE PUSHBUITONSWRCH (PROVIDEACEGUATESUP—) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. 0- GRDVIpFAULTCRCURIERRUPIER 110V SAtlED DETECTOR WALLAOlM1ED wCANDESGENT ® HAROW EoETINR:R - FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS. °UPS%OUST LIGHT- COMIECTED WI BATTERY LERING FAN WITH NGNDESLENI „„ BACKIR KWTFIX E - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE HALFSWRpED WPIE%WTIET y RECESSED IN NDESCE—H--E C���Croq ryROVDE ADEOwTE SLPPORI) tt CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. fY} (v�Pjvs OR PgODF�DiEDFrcIURE ® ",�gD,/,'A�q. YA—TCURET CONNECTED W/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DEFECTORS AS REQUIRED BY BACNw NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O Q EXHAUSTF (Wry TO E[tERORI OT THERAgSTAT �® GAS SUPPLY WDN VALVE REINFORCED JUNCTgN BO% - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # wALL swITCH ® TELEP—E --- Pre HOSE BIBS E%HAIISTFANAIGHTLOMBINATANi - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. IVENT TO ExTERNMI © TEIFVRpN - $ HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. s —E—SWITCH 11 - ALL ELECTRICAL AND MECHANICAL EQUIPMENT FLWRESCENT LGHTFIXTUPE ( FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, a ElEcmIC METER �cw �M WATER STUB ODT 11 GRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. i a FauwwAv swrtcH ® v EtFCmaPANEL JJII - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET N0: , LOW VOLTAGE ounET TECH HUB srsTEM D6CONNECT SWITCH 7t wALLSCONCE PRAT BEN INSTRUCTIONS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL 6.11 lf— cD J � O 2 Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION ..,.� ,,.as►,1,i j1 i r �►s • J� x LLI {(O• O �� I1bji1 X W (7) °C w .N a� � O MW J a In a SLAB PERIMETER PLAN 8-PLEX 1/4' = 1'-0' AT 22')CW LAYOUT W = 1'-0' AT 11- X 17' LAYOUT ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION SAV* G i Lis coa c 2 '01W ILA SHEET Na. A0.1.1 NOTES: REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY, REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. 5 FIRE PARTITION/ FIRE BARRIER LEGEND 2-HOUR DWELLING SEPERATION WALL OW - WATER CONNECTION ® - SEWER CONNECTION FIRST FLOOR PLAN 8-PLEX 1/6' = 1'-D' AT 27%36' LAYOUT 1,1' = 1'-0' AT 11' % 17' LAYOUT I' TRANSFORMER 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK f— x cz J � I Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Stad'ght Homes LAST REVISION C R i SHEET NO: A1.1 NOTES: REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. FIRE PARTITION/ FIRE BARRIER LEGEND 2-HOURDWELUNG SEPERATION WALL OW - WATER CONNECTION - SEWER CONNECTION FIRST FLOOR PLAN 8-PLEX 1/4" = V-0' AT 22"X34" LAYOUT 1/6" = V-0' AT 11' X 17' LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK 0 ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION W C� J a aN o 06 O LL J J N LL SHEET NO: A1.1.1 NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. OW • WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ®- SEWER CONNECTION SECOND FLOOR PLAN 8-PLEX 1/4' = 1'-0' AT 22'X34' LAYOUT 1B' = 1'-0' AT I V X 17' LAYOUT BUILDING KEY 104 LOT 105 LOT 101 I I f— x V N J f fY OI Q IH Cn ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION w rn 0 aC0 0 F- 00O in J z 0 U W N SHEET NO: A2.1 NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING- REFER TO URGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ®- SEWER CONNECTION SECOND FLOOR PLAN 8-PLEX va' = r-o• AT 2T)CW LAYOUT 1B' = 1-0' AT 11' X 17' LAYOUT ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION I Q'1 11 �1 i< d)a. W cc a� o 00 o J Z O U W N SHEET NO A2.1.1 BUILDING KEY I I I wl I I I I I RI I I PLAN 1386 i PLAN 1386 i PLAN 1386 LOT 99 LOT 100 LOT 101 ELEV OR ELEV KR ELEV M r, FRONT ELEVATION 8-PLEX 1/4' = 1'-0" AT 22"7(34" LAYOUT 1/6" = 1'-0" AT 11" X 17' LAYOUT M W � x w 104 LOT 105 LOT 106 J O Q rn ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION ♦ 4Xu SAV*BY: d z a'; tt I Ild xCY) W C) z aF- 000 J J w SHEET NO: A5.1 PLAN 1386 1 i PLAN 1386 LOT 102 1 LOT 103 ELEV AR I ELEV K PLAN 1386 ' LOT 104 ELEV LR FRONT ELEVATION 8-PLEX 1/4' = P-0' AT 22•)CW LAYOUT 1 V = T-0• AT 11 • X 17' LAYOUT PLAN 1386 i PLAN 1386 LOT 105 � LOT 106 ELEV B � ELEV N C3 J i O I Q Ir- ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION SHEET Na. A5.1.1 /. PLAN 1386 i PLAN 1386 LOT 103 1 LOT 102 ELEV K I ELEV AR PLAN 1386 LOT 101 � ELEV M r, REAR ELEVATION 8-PLEX va = r-o• AT 22 xsa• LAYOUT ifa• = 1'-0• AT r r x n• LAYOUT PLAN 1386 LOT 100 ELEV KR PLAN 1386 LOT 99 ELEV OR IH x C3 J � O Q l— W ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION SHEET NO: A5.1.2 I I LOT 99 LOT 100 LOT I BUILDING IEY I ml I I I I =1 I PLAN 1386 PLAN 1386 PLAN 1386 LOT 106 LOT 105 LOT 104 ELEV N ELEV B ELEV LR REAR ELEVATION 8-PLEX `% 114' = 1'- AAT W.X LAYOUT ti8' = 1'-0' AT 11' X 11- LAYOUT PLAN 1386 PLAN 1386 LOT 103 1 LOT 102 ELEV K ELEV AR I -WALL OND r� x J f S Q ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Stadghl Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder, 9 2023 Starlight Homes LAST REVISION SHEET NO: A5.1.3 PER BUILDER AND POWER LAYOUT PLAN 1386 r, LEFT ELEVATION 8-PLEX LOT 99 V1 = 1'-0' AT 2Y 'LAYOUT I.- = 1' 0' AT I X 17' LAYOUT ELEV OR - -..__._..-----._...-...--- PLAN 1386 PER BUILDER AND POWER LAYOUr LOT 106 RIGHT ELEVATION 8-PLEX Oil' l' = 1'-I- AT'11%;' LAYOUT 11' = 1'-P AT 11- % 1T LAYOUT ELEV N IF- x 1 N J f 0 Q 't'l-w VI ISSUE DATE: 08,25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be ulked for construction, or copied in part or in whole without permission from the builder. 0 2023 Staftht Homes LAST REVISION v I . j O o Q r/ rrdn it X °° W C) z CL a Cb 0 W SHEET NO: A5.1.4 FIRE BLOCKING AT EAVES - NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES SOFFIT TO BE NON-COMBUSTIBLE SOFFIT. PLAN 1386 PLAN 1386 LOT 99 LOT 100 ELEV OR ELEV KR ma 1 4'41' TYP. FIRE RETARDENT PLYWOOD MIN 4'-0' EACH SIDE OF TENANT SEPARATION 1 NO ATTIC VENTING OR 1 OPENINGS ALLOWED, PER 2020 FLORIDA BUILDING I CODE -RESIDENTIAL I SECTION R302.2.2 I 11 PER PLAN 1386 LOT 103 ELEV K x C3 N � W J i O i Q F..� ISSUE DATE: 08.25.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Stadight Homes LAST REVISION IY!'��/ LAS W � i 4b : J r • Wz W a a U) a LL CbO o J cc SHEET..: A5.1.5 f-- cm " � — w LOT 99 LOT 100 LOT 101 OT 103 OT 1 OT 1 OT 106 _ O I I 1 I I I 1 I I I I BUILDING KEY I wl I I I 1 1 I FIRE BLOCKING AT EAVES 4'-0' 1 4'-0' TYP. FIRE RETARDENT I ISSUE DATE: FNO I I I SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. I PLYWOOD MIN 4'-0' EACH SIDE OF I 08.25.2023 FOR a M l I I SOFFIT TO BE I TENANT SEPARATION NO ATTIC VENTING OR REVIEW NON-COMBUSTIBLE SOFFIT. OPENINGS ALLOWED, PER 2020 FLORIDA 1 I I ODE- ESIDENRALING REVISIONS: 1 I I SECTION RW2.2.2 I I 1 I I I I 773 I%1---------- =--------- ---�1 1 () t 6� ti These drawings are the f` 9 V 1 I I h 1 property of Stadight I 'I I 1 Homes and are not to be j I Y t I utilized for construction, or 1 f without permission from I he budder. 0 2023 . , I I f I Homes 'I I LAST REVISION , r rl y €I 812 i ` IUllt FLAM 1 AVE Y: RIDGERIDGE CRICKET PER HID�aE, !� IL DER "I 1 , > RIDGE , 1 < ._ RIDGE r r •• rL • CRICKET PER CRICKET PER """-' 1 �' I 1 CRICKET PER CRICKET PER - "' w V.l 1 BUILDER z �(} `, , , 'I BUILDER 4 '1 I BUILDER .' I - BUILDER I .:.I 1 � (Y� • • (�� • , ri I I I r y 14 I • J rex , r ,, ff I 'I i; i�� - � IIa14,p11 A W Z J V/ d 1L Y I I � C) SA O ¢ 5:12 5:12 I'�" ,N `'� ¢ fI �I 1 ----- ------ L— — :I' _ j ----- — , - I � 1 1 1 PLAN 1386 ; � PLAN 1386 � PLAN 1386 � PLAN 1386 � PLAN 1386 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 ELEV AR ELEV K ELEV LR ELEV B ELEV N ROOF PLAN 8-PLEX SHEET NO: 1/4'=1'-0' AT 22'X34'UVOUi 143'=1'-0'AT 11-X IT LAYOUT A5.1.6 EXTERIM CORNIER 5/4' TRM 8D. (5ff 13.EV) ZIO Ed. TO FULL LAP C4m W. ftv) FACING INTEMOR FRONT C1014m CORNER BOARD DETAIL PRE-MAN1F. GALVANIZEDWSE—E) Tmm DRIP E06E c4 50 ALUMINM FASCIAASCIA OVBt 5UB-FASGAGIIAJfB J GHAMBLUMMIM SOFFIT TEO FINISH FLAT SOFFIT DETAIL A HIP ROOF 214 50fEXFOSIJI�f PRE+r/d11F. FASCIATR7156 GALVANIZED DRIP EDGE4 SYN W. OR ALUMINM FASCIASMGLE RDIE W. TRIM OVER SUB FASCIA D (SCIIANB J CHANEL EXTERIOLUMINM SOFFIT FINISH HIP SOFFIT HARDIE nFA50IA DETAIL D SINSMLE FRIEM W. GALVANIZED 20 SUB DRIP ma FASCIA AU MeiM FASCIA PIE~. TR LW OVER 50-FASCIA E(M W OH. FINISH t3 ( EV) J CHANNEL m?) ALUMINUM SOFFIT GABLE 50FFIT HARDIE D FASCIA DETAIL _ 6ALVANIZED 2x4 SUB DRIP EDGE FASCIA PRE-MNLF. ALUHNIM FASCIA TRW OVER S fASCIA 5/4 SYN W. OR NARDIE W. TRIM J CIIAN EL OH. (SEE ELEV. FOR (TYP) ELEV) �JM DIMENSION) AWMNM SOFFIT EXTERIOR FINISH GABLE SOFFIT HARDIE FASCIA DETAIL E SINGLE FRIEM 13D. Se.L PAN FL*~ M3ERNEOR 448 Su PRODUCT SEALANT FI-WE Su AT SILL BA419R BD. IX2 P.T. DAM EEHM TRIM 2t4 SILL TRIM �sT�ANr yr sP. eo. BARRER n VEATHM RERSTANT BARRIER IN 5NEATHN6 BOARD AND BATTEN SIDING WALL 51LL DETAIL GALVANIZED TRW DRIP Eva fE"J CNMfB AIJMINM FASCIA OVER SUB-PASCIA t4 SUB (�ASCIA SOFFIT JGFIANt3LUMINM EXTERIOR FINISH RAKED SOFFIT DETAIL � HIP ROOF .2 rK-rwvr. 2c4 SUB TRIM FASCIA 6ALVANZED DRIP EDGE J C+Wfa 5/4 SYN. BD. OR ALUMNM FASCIA HARDIE BD. TRIM OVER SUB FASCIA OH. SM ELEV. FOR (E�OSUIiE (5ff ELEV) DIt Q510N) ALIMMM SOFFIT J CIiAhM �� FINISH HIP SOFFIT HARDIE KFA5CIA DETAIL SINISLE ME= BD. RAILED SOFFIT DIMENSION LOCATION ON FLOOR PLAN TO DRYWALL 9MEN5I0N LOCATION ON SLAB PLAN TO SLAB E 06E LIVING I Sz_AR,� INTIEROR WALL DRYWALL or BASEBOARD 1 1/2, TO FRAME WALL GARAGE WALL DETAIL x C5 J f C G: I Q H ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These drawirps are the mwty of Homes and are not to be utilized for construction, or copied in part or in whole widwut permission from the builder. ® 2023 Starfptd Homes LAST REVISION I oil LA�bCVED BY:_ 4 f � o>, y SHEET NO: D-1 I— C3 * v J f TEMPORARY TAPE TEMPORARY TAPE TEMPORARY TAPE TEMPORARY TAPE C _ TLW FL TO HOLD AP �, TO HOLD FLAP SAP, TO HOLD FLAP ,LAP, TO HLD OFLAP 'Q L Z L Z I— H`AP7 HRAP,7 ISSUE DATE: REATM + 01.16.2023 FOR REVIEW + 5 FATINN6 9' REVISIONS: 5FlIANr E$Ro WWOW FLANGE .LW FLA51B15 ROUSH ROLSH OPENING OPENUN6 I STALLATION INSTALL FLEXIBLE NWCHRAISE WNXHRAW INSTALL FLEXIBLE FLASHING RAWNG CORNERS 4• AT WINDOW SILL AT WINDOW SILL SILL NtlAP PLA9m SILL fi ASNIN6 These drawings are the LtL PTo" of Stadight cEll Homes and are not to be SILL FLASHN6 ugawl for ovaucdm, or copied in Part or in whole wt w permission from ft bugler. ® 2W WNDOW M.II6t" F£IHOD 'MWN70N FLASHM hEIIIOD 'M' WN701 FiJlSfNIK hEiF10D 'M' WNXK Ii.AGHM METHOD 'M' Horrm OA A WNXH INSTALLER HILL CUT THE BUILDING PAPER AT A 45' ANGLE TO A O A. INSTALL��FLA5HING (EX ENDIN5 4' BEYOND THE ROUGH OPENI 3 A APPLY A CONTINUOUS BEAD OF SEALANT ON THE BACK SIDE OF THE 4 A. INSTALL JAMB F LASHINS OVER THEWNDOW FL ANOE ON EACH SIDE. POINT q' U' AND q' OUr FROM THE UPPER CORNERS OF THE ROUGH OPEMNG. O WINDOW FLANGE. O ON EACH SIDE) B. THIS HILL MAKE RAP' THAT HILL BE USED LEAD FLASHING B. EXTED THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' TO COVER THE A TB. INSTALL n� WINDOW ACCORDING TO THE MANIFAGTURER� ee..OW THE ROUGH OPB11N16. IN STEP 6. B. INSTAALL GORIER SHIELD FLA5HINS (FASTEN WITH MOISTOP SEALANT LAST REVISION SF'EGIFIGAnONS. G. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS C. INSTALL SILL WRAP (MIST COMPLETELY COVER ROUGH OPENINS SILL SPECIFICATIONS. (INCLUDING CORNS SHIELDS) LAST SAVED BY: TEMPORARY TAPE 5HE^Tfft TO HOLD FLAP ���`AK ZIOLISE L WEATHER RE515TANT L IUWER AYNENr MST IE WTALlW NTH PROPS! LAPS H � AM P 04X AVMTE PRMTION FOR OPSM V TRAP RAP COH STRUCnoN TAPE *FLAP` �°I� •• MAY w WM RA%W HEAD R A%W HEAD R A6HN5 DRIP FLASHING I II (I I PRT BE PROPERLY INSTALLED TE s s z y DIVERT WAn3t0-1 II I II h — JAN FLM*w JAM R A%w JW MJ51iN6 — — — L � — — — — S •M NNOOWFINl6E I II II I� W WFINDOW I II II BE REALM — — — —PLYWOOD 5Iu FLAfiN6 SY1 fi.A511NG SILL FLA6HN6 � — — — — L J MGOW FLANGE Y800W FLANGE MNMM 2' OVERLAP REGUIRED BOS NWT LAP NWRIiH W AW ff W QM MA54 N6 NtTIIOD 'A4 mym flJi m mnw 'M' WN7QH R-*&4 M6 HMW 'M' 5E&W AS t ANO BY NWUFACTIM TAL OVER O A ALUIIDI LOW THE OWNS PARR FLAP' TO DRAPE OV R THE HEAD RMANS. O LYPPE ' TAOVER THE 45' ANGLE CUT ON THE LWITON M W IP E KACI OA. BUILDI a DBE B. THE HEAD FLA�iH EEYKN RDUGFI OPBUNG ON EACH SIDE. O TW OUI5mE SUMAC!: TO AUAW MOSW B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANLDABLE FOAM NI NDOW FLASH I NC AND NRAP DETAILS MEMO °"2 aaamsEmm NAPRM.9Rl9I WdR 02W ADMEN m mw cur mmm MAP W THAT 2 PLAS" PITS UNDER Ham NPAP TAR ROOM SMOR9W T PLASIMM OV9! 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STARTBt STOW T PLA&M OVER TOP or sw HA PT71E W TWK LEAVIE A V4 &AP BETHEEN T PLASHING AND 9DEM PLANK A6 SHOW OO NOT CAULK 225 d WATKR cur sw HAF DE OD TRM LAP SOW, SHAKE MDm& OR WARD AND BATTEN BOYMSEATAN LOP SOW. 9W2 SOW OR BOARD AND BATTEN MM:Ncr CUT mom WRAP SO THAT 2 FLAGNNG "M UNDER NOOSE NW TAR WSM RA TRSW T FLA&M OVER TOP OF ON NARDe W TNM LEAVE AVW BM BETY®i T PLAGNIM AID GI M MAW AS SHOW Db NOT CAULK LAP 5D0M, SNAKE SON& BOARD AND BAT1 �TDe5a9aaMm � reutLlaD.oEMrwuK _ _ _ _ 9TIIONa90O2• � RMBISCONRALmI W LIEa1RIgEaf PwATeVNM1A'GBLO fO"mWIR wOOMMMEMAV 05WWW" 9DtI IIOS ee NeRANrratK W9O118,9RESDIMLR — 6TNDADIUTIR SIDING / TRIM AT HOSE 515 STARTER STRIP T MAO" LEAVE VY SAP BETIlN s"W AND T FLASHNS DO NM CA" WAO VE T 0mv AD WEN SIDING / TRIM AT HVAC OPENIN65 masm smi" WWIDED ➢BN 14 5101146 / TRIM AT ELECTRICAL OUTLET S Cm � LL J � I Q t— ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS:� to .1�.�.1�9..5�8.AdrawIU�B�g�5am Of Homes and are not to be uNzed for COnsmiction, or copied In part or In whale wWW permission from the budder. ® 2023 SterW Homes LAST REVISION LAST SAYMVYJ) li ��� S rd� LL U SHEETNO. D-3 2' TO 4' LAP AT HORIZONTAL JOINT / / I / I / I SHEATHING, II I I I II I I I II I I I II I I I I -CUT IHOUSEWRAP7 HINDON OPENIN65 I I I %CATHIN6 WRAP JOR ILDING, PAPER I I I Rwm ; roP2• LOW BOTTOM I I 5FEATHIN5 I / 4' TO 6' LAP AT VERTICAL JOINT 2' TO 4" LAP AT HORIZONTAL JOINT I I I I i II I I II I I I I \ / l BUILDING PAPER I / / I / / L/ \ / ALMY5 WRAP AROUND GORE 5HEATHIN6 WRAP DETAIL INTERIOR DOOR ROUGH OPENING, SIZING CHART DOOR DOOR GALL ROUGH OPENIN6 ROUGH OPENING DOOR DOOR TYPE 51ZE ON TH DETERMINED BY HEIGHT DETERMINED BY R.O. R.O. SINGLE WIDTH x 6-8 OR 2 INCHES TO THE ADDINGADDING INCHES TO THE 82-I/2" 98-I/2" DOOR WIDTH x 8-O WIDTH OF THE CALL 51ZE HEIGHT OF THE GALL SIZE WIDTH�x b-8 WIDTH EQUALS THE DING 5 INCHES DOUBLE BI-PA55 GALL SIZE WIDTH TO THE HEIGHT OF 83" qq" WIDTH x 6-O THE GALL SIZE WIDTH x 6-6 ADDING 2 1/2 INCHES ADDING 2 1/2 INCHES DOUBLE BALL CATCH OR TO THE WIDTH OF THE TO THE HEIGHT OF &2-1/2" 98-I/2" WIDTH x t3-O GALL 51ZE THE GALL SIZE DOUBLE WITH WIDTH x 6-5 ADDING 3 INCHES TO ADDING 2 1/2 INGHE5 T-ASTRAGAL OR THE WIDTH OF THE TO THE HEIGHT OF 52-I/2" 95-I/2" WIDTH x 8-O GALL SIZE THE GALL SIZE SINGLE POCKET WIDTH x 6-8 ADDING 2 INCHES TO ADDING 3 I/2 INCHES OR 2x TO THE HEIGHT OF 83-1/2" 99-I/2" DOOR WIDTH x 8-O THE WIDTH OF THE THE GALL 51ZE DOUBLE POCKETOR WIDTH x 6-8 INCHES TO 4x THE ADDING 3 I/2 INCHES TO THE HEIGHT OF 83-1/2' 49-I/2" DOOR WIDTH x 8-0 1 WIDTH OF THE GALL THE GALL SIZE n N n p WIDTH p cl p p ADD 2' EQUALS ADD 2 I/2" ADD 3" SINGLE DOUBLE BI-PASS DOUBLE BALL CATCH DOUBLE W/ T-A5TRIGAL ADD 2" n ADD 113/4" 1�+ m m I I I I Ck GALL GALL GALL GALL GALL GALL SIZE 51ZE SIZE 51ZE 51ZE SIZE SINGLE POCKET DOUBLE POCKET INT. DOOR ROUGH -OPEN I NO 51 Z I NO CHART I— x cm � s � x Q t— ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS These drawinps are the mp" of 3tadw Homes and are rat to be u&W br cansmictim, or copied in part or in whale www pemuasion from the buflder. ® 2023 LAST REVISION LAST SAVED BY: • s s s (j O E w x 600 AMP SERVICE / (4)-150 AMP MAIN TENANT BREAKERS CM ENTRANCE RATED (1}100 AMP MAIN HOUSE PANEL �n #� w J � #1 #2 #3 #4 01 01 HOUSE O Q 120 240V 10 01 01 32 GR 32 CIR 32 CIR 32 CIR MLO MLO MLO MUD 12 CIR MLO PANEL PANEL PANEL PANEL HOUSE ISSUE DATE: PANEL 01 01.16.2023 FOR REVIEW REVISIONS: (2) 3' PVC 2' PVC 7 PVC BY OTHERS (1) #4 CU (1) #4 CU WIRE BY OTHERS (3) 2/0 ALUM (3) #1 ALUM I I I I TL I I I I I I p J j L These drawings are the 2 GALVRODS #2 cu 11I I I property of Starlight Homes and are not to be I I I I utilized for construction, or NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPUCABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. I I I I I I SL copied in part or in whole without permission from the builder. 0 2023 Stad'Ight Homes LAST REVISION 8-UNIT ELECTRICAL PANEL DIAGRAM DETAIL 1 L% 1' = i'-0- AT 22'X34- LAYOUT = 1'-0' AT 1I' X 17' LAYOUT ; 11�; \��� I OJ�SP ' I 3 S I. I I I 112' r I i 1 12 I LAST SAVED BY: 600 AMP SERVICE / (4}150 AMP MAIN TENANT BREAKERS ENTRANCE RATED I I I 715 #6 #7 #e 01 01 �° as 120 240V 10 32 CIR 32 CIR 32 CIR 32 GR MUD MLO MLO MLO 0,01 PANEL PANEL PANEL PANEL iP 9S 0�00 9 SO 4 (2) 3' PVC BY OTHERS WIRE BY OTHERS 2' PVC (1)#4 CU (3) 210 ALUM fl Q J W W 0 NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC Q PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE PLUMBING INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2020 FLORIDA PLUMBING CODE, TTH EDITION. ,� PLUMBING RISER DIAGRAM U 3' = 1'-0' AT 221X34' LAYOUT = V-0' AT I1' X 17' LAYOUT 2 GALVRODS #2 -U NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. 8-UNIT ELECTRICAL PANEL DIAGRAM SHEETNO DETAIL 2 1' = 1'-0' AT 22'X34' LAYOUT = I'-0' AT 1 i' X 17' LAYOUT D-5 BUILDING COD@ FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) MNIMIUIM RDOF LOADING; TOP CHORD LIVE LOAD: LESS THAN 4112 PITCH 20 PSF 4N 2 PITCH OR GREATER 16 PSF TOP CHORD DEAD LOAD: METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAY TILE 15 PSF (REFER TO NOTE 1) 1. BUILDER SHALL VERIFY MATH ROOF COVERING MANUFACTURER'S WRITTEN .SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRS/SWING DOOR _30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC.R301.5 OR FBC 1607.1 BOTTOM CHORD DEAD LOAD 10 PSF MIND" FLOOR LOADING: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS_60 PSF STAIRS 40 PSF DECKS 40 PSF BALCONIES (LESS THAN 100 SF) SO PSF BALCONIES 100PSF TOP CHORD DEAD LOAD: CARPET, VINYL, OR WOOD 10 PSF CERAMIC TILE 10 PSF (REFER TO NOTE 2) 2. TILE FLOOR LOADING ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO A 23r324NCH OSS SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 24INCHES 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 HANORARS. CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD____.?W LBS IN -FILL COMPONENTS 50 PLF DEFLECTION CRITERIA. ROOF RAFTERS(TRUSSES LIVE LOAD L/240 TOTALLOAD L/240 FLOOR JOISTSRRUSSES LIVE LOAD L I360 (REFER TO NOTE 3) TOTALLOAD L/ 240(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 UNITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS WIND LOADS WITH PLASTER OR STUCCO FINISH L 1360 WIND LOADS WITH OTHER BRITTLE FINISHES L 1240 WIND LOADS WITH FLEXIBLE FINISHES L 1180 DIFFERENTIAL DEFLECTION: THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO MACE 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 RAFTERS17RUSSES SPACED AT 24' O.C. LIVE LOAD L/240: 0.20' MAX DIFFERENTIAL DEFLECTION TOTALLOAD L/180: 0.27'MAX DIFFERENTIAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24' O.C. LIVELOAD L/360: 0.13- MAX DIFFERENTIAL DEFLECTION TOTAL LOAD_L / 240: 010' MAX DIFFERENTIAL DEFLECTION MaRE1M110NS A.B. ANCHOR BOLT AA: AIR CONDITIONER INT. INTERIOR AFT ABOVE FINISHED FLOOR MAX MAXIMUM A.H.U. AIR -HANDLER UNIT MCD MONTA CONSULTING & DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC BCDL BOTTOM CHORD DEAD LOAD MPSI MILLION POUNDS /SQUARE INCH BRG. BEARING NO. NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE 6 CENTER LINE O.C. ON CENTER C.J. CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT 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 SIN. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FLR. FLOOR SQ. 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 DESIGN CRITERIA WIND CODE: ASIDE 7-16, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL. 7dh EDITION 12020) No DESIGN REO RISK CATEGORY BUILDING TYPE VB WIND SPEED (ULTIMATE) 139 -0 WIND SPEED (ALLOWABLE) 108 nvh WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18 MAXIMUM MEAN ROOF HEIGHT 30 R VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 PN ZO"E4 3 4 FEET FROM ALL EXTERIOR ROOF SHEATHING & NAILMIG: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE NAND AREA (SQUARE FEET) ZONE PRESSURES (PSF) ZONE PRESSURES (PSF) 0 -19 R1 +291 -31.7 +292 -39.1 20-4962 +27.9 -30.4 +27.9 -36.5 50 - 98 Rl +26.2 .28.7 +26.2 -33.0 100 -199 R' +24.9 -27.3 +24.9 -30A 200+0e +23.5 -26.0 +235 -27.8 7'4P x 9'4" GARAGE DOOR +25.7 -29.1 T.0" x 1647' GARAGE DOOR +24.6 -27.5 SOFFIT PRESSURES 1 +29.2 -39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1.67 TO CONVERT TO ULTIMATE WIND PRESSURES. ROOF SHEATHING AND NAILJNG SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: ROOF PITCH MINIMUM EAVE/RIDGE INTERIOR ALTERNATE EAVE/RIDGE INTERIOR 2, SPAN MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING O up RATING THICKNESS TYPE (EDGE (FIELD) (EDGE/FIELD) TYPE (EDGE/FIELD) (EDGE/FIELD) i 1112&LESS 32/16 IS/32' RSRS-01 6/6 6/6 0.131"x3" I/6 6/6 H 4K/12& GREATER 2q/16 7/I6" RSRS-01 6/6 6/6 0.131"z3" 4/6 6/6 RECOMMENDED 40/20 29/32" RSRS03M 6/6 6/6 0.131"z3' 4/6 6/6 w (ALL PITCHES) RSRS 04 '-0 ALTERNATIVE (IF PERMITTED) 1 32/16 15/32" RSRS-01 6/6 6/6 0.131"z3" 4/6 6/6 'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBCR SECTION R301.1 AND DOES NOT MATCH THOSE OUTLINED IN SECTION RHD3.2. CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE i 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. 8UILDER 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 APITCH LESS THAN OR EQUAL TO 4 / 12, THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4 / 12 PITCH FOR THE ENTIRE STRUCTURE. 5. THE'EAVE/RIDGE"ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS. 6. EDGE = NAIL SPACING ALONG PANEL EDGES. 7, FIELD = NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. S. RSRS-01, RSRS-03, RSRS-04 ARE RING SHANKNAILS MEETING THE SPECIFICATIONS IN ASTM F1667. 9. 0.131"X 3" SMOOTH SHANK NAILS MAY BE USED IF NOTED IN THE ROOF SHEATHING AND NAILING TABLE. 'N.P.' INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TILE ROOFS: 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS, BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY WHEN PERMITTED BY THE MANUFACTURERS WRITTEN SPECIFICATIONS. 'N.P.' INDICATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. GABLE END SHEATHING: 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24116. AND A MINIMUM THICKNESS OF 7/16" OSS OR PLYWOOD (MINIMUM 3 PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAY BE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL WITH (I )ROW 0.131" x 2-Ir2 NAILS AT 3'O.C. AT EDGES, AND 6" O.C. IN THE FIELD. INSTALL MIN. 2.4 SYPN2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL WFIO FOR MORE INFORMATION. FASTENERS: REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131' x 2-1/7 OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT-D PPED ZINC -COATED GALVANIZED STEEL. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A153. SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE 2L4 SYP R2, NAILED AT EACH END WITH (3).0.131' x 3' TOE -NAILS. O INTERIOR ZONE x-� x`. 1 Y v® EAVE / RIDGE ZONE >�` a = 4 FEET FROM ALL_ EAVES AND RIDGES 8 hYTy F- .r 1,n a PER FSCii301.2(7) _ II-"'h 'I��. "/y;-- STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ HEAD DIAMETER LENGTH Sd 0.131' x 2e .281' 10d 0.148' x 3" .317 .131'x 3'GUN NAIL 0.131'z3" .281" 12d&16d SINKER 0.14a"x34" .317 16d 0.162' x 3 .344' (RSRS-01) RING SHANK 0.113'x2p .281" (RSRS-03) RING SHANK 0.131'x2? .281" (RSRS-04) RING SHANK 0.120"z 3" 1 .281" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REO. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1667. INDEX OF DRAWINGS SHEET I SHEET TITLE S1 STRUCTURALCOVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S5 FIRST FLOOR FRAMING PLAN S5.1 FIRST FLOOR FRAMING PLAN IFIC DETAILS SD5 PW1 U373 WALL ASSEMBLY PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY SDWC SDWC DETAILS SDWF SDWF DETAILS I WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES INUMBER I DATE I DESCRIPTION I INITIALS V 2/27/2023 1 CREATED 8-UNIT BUILDING TYPE W PER TYTH-BLDG 3 (BFS) 9/5/2023 APPLIED ARCH UPDATED 8-UNIT BUILDING TYPE W REVISING PATIO TO W-O" PER TYTH-BLDG 15 X S STRUCT: N < DC CHEq(: CC 0 w JOB No. STAR-18156 w .SCALE: AS INDICATED col DATE: 11N7/2023 S1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 20DO PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A615: A.REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40, U.N.O. SAEFER TO DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND GRADE. C.REFER TO LINTEL PLAN FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE AND GRADE. 2. REQUIRED LAP SPUCES SHALL BE AS DEFINED IN TABLE BELOW. TABLE MDW REDD LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL QNCHES) GRADE40 GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPUCE 'A' "B' 'C' "D" 'A" V 'C' 'D" M ASONRY "D" CONCRETE N3 2-1/4' 412 5 15' 2-1/4" 4-12 6 15' 15 94 5 6" 6" 2T 3" 6" 6" 20' 24" I5 3-N4" 7-12 5 25 33/4" 7-12 30' I6 4.12 9" 6" 30" 4-12 9" 6" N7 5.1/d' 10.12 T 41' 5-1/4' 10-12 b X3=2)S' bj: bL R7=3X[ LISP SPLICE STANDARD 9V HOOK STANDARD ISS" HOOK 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF e" PLUS OR MINUS 1', AND HAVE 2 TO 4%AIR ENTRAINMENT, AND A MAXIMUM WATERICEMENT RATIO OF 0.58. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A485 FOR 6Xe WI AWV1.4 WWF SHALL BE LAPPED AT LEAST S' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE S'.FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WAF. 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 90-DEGREE HOOK AT THE CORNER, REFER TO TABLE MOOS ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. 5. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PUCE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. 1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90, SHALL BE NORMAL WEIGHr, SHALL BE LAID IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (T.) OF 20DO PSI AS DETERMINED BY THE UNIT STRENGTH METHOD. 2. MORTAR SHALL BE TYPE M OR S. CONFORMING TO ASTM C270 3. GROUT SHALL CONFORM TO ASTM C476. COARSE GROUT SHALL BE UTILIZED VJTH A MAXIMUM AGGREGATE SIZE OF 3084NCH 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, UTILIZES GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED. 8. 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 &0" U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL; USE REBAR POSITIONERS IN MIDDLE OF WALL 7. NO NONSTRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS. B. 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 9GCEGREE HOOK INTO THE FOOTING REINFORCEMENT. 10. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. 11. EXCEPT AS SPECIFICALLY NOTED THIS PLAN, THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS 602-16). 1Z HEAD MORTAR JOINTS AT PRECAST WINDOWSILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES -1/4' TO+12 14. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 31 S. LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2X P.T. ATTACHED TO CMU W/ MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL WI MIN. 1-1 W EMBEDMENT OR I W TAPCON W MIN. 1-12 EMBEDMENT @ 16.O.C. MEASURED VERTICALLY AND C FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR G MAX 24.O.C. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPFP2 OR SPFi1N2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED 'NoA/No.2" BY NLGA.OR BETTER. 3. LUMBER DENOTED AS SYPI2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED'No 7 BY SPIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED'N.. 7 GR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPFi1M2 OR SYPs2 OR BETTER U.N.O. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. B. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILTY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER V IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACOC, ACQC, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. OOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16. TRUSS SPACING SHALL BE 24" O.C. MAX UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE Is- O.C. MAX. OR AS OTHERWISE NOTED. 17. AT ALL NON -BEARING WALLS: FRAME STUDS • 24' O.C. WI SINGLE TOP AND BOTTOM PLATE. LEAVE 1-12 GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WITH SIMPSON DTC CLIP OR 214 SYP No. 2 BLOCKING WITH (2). OA31"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 NMS: GENERAL NOTES 1. FLOOR JOISTITRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/rRUSS CO. 2. REFER TO TRUSS MANU, DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS RED. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. C FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. S. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C.IBUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REG. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING TO BE 3W PLYWOOD MIN. OR 23137 OS8 MIN. APA(48124) RATED SHEATHING OR STRUCTURAL 1, WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131' x 3. 0.131' x 3' RING OR SPIRAL SHANK HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 4- ON EDGES AND I Z' IN FIELD. ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSUAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER SCL AS DEFINED BY NDS SECTION 8.1 (INCLUDING LVL. PSL. AND LSL LUMBER) OR STRUCTURAL GLUED LAMINATED TIMBER AS DEFINED BY NDS SECTION 5.1. VALUES AS FOLLOWS: COLUMNS BEAMS I STUD COMB. NO. 50 GLULAM SCL E=IS MPSI E=1.7 MPSI E=2.0 MPSI E=1.5 MPSI FSY=2100 PSI FB=2660 FB=3000 FB=2200 FBX=2,100 PSI FT=1650 FT=170D FT=1S00 FCII = 1,700 PSI FC 11= 3000 FC 11= 3000 FC II= 2100 FC_=450 FC_=900 FC_=450 FV =286 FV =285 FV=150 1. USE 12 CEILING OR SAG RESISTANT BOARD FOR 24' O.C. FRAMING U.N.O. 2.5W TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LING SPACE IS ABOVE THE GARAGE. CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 124NCH (12.7MM) GYPSUM BOARD. METAL COATMIGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS. ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL ANDOR 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(SBXr CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING. 2. WOOD TREATED WITH ACOC 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 ENGINEERS SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN A.ALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING A SPECIFIC GRAVITY (G) OF AT LEAST GSD S. THE TRUSS DESIGN/SYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS 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 (BCSI). 6. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WITH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEDULE. 7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES ON TRUSS ENGINEERING DOCUMENTS MAY BE DISREGARDED. S. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN, AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESIGWSYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. 2X4 SYP 02 BLOCKING: A.WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO TRUSS TOP CHORD W/ (2)-ROWS 0.131-X 3- NAILS AT 12" O.C. STAGGERED 6', BEGINNING 4' FROM EA END, S. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL BLOCKING AT 24' O.C. AND NAIL TO TRUSS TOP CHORDS W/ (3)- 0.131' x 3' TOE -NAILS OR FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. C. PLYWOOD EDGES AT RIDGES REQUIRE BLOCKING W/(3f Q131' x 3' TOE -NAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS "X' BRACING: MIN 2,4 SYP i2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/(3}0.131"XW NAILS. SPACE'x" BRACING ALONG TRUSS SPAN®1D4YMAX AND EQUALLY SPACED FROM END OF TRUSS.'X' BRACING TO START 20'-0' MAX FROM ♦1 HIP GIRDER AND/ OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 214 SPF /2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-G' O.C. MAX MN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH WN (3)-GA31' X 3- NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (2C) PLUS 6- MIN PAST BOTTOM CHORD. 12. INSTALL PERMANENT N CONTINUOUS LATERAL RESTRAINT (CLR) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & SCSI.83. Cr BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSIS3). 13. AT RAISED HEEL TRUSSES, 2x4 SYP 02 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 0.13/' x 3' TOE -NAILS READ. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN ITTALL 2x4 SYP 02 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX TRUSSES, THEN BOTTOM TO TOP WI (2) 0.131' x 3' NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER SCSIS3. 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE$ 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 WIOUT 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) 75b 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 AIC SUPPLIER. REFER TO DETAIL TS01 THIS SHEET. PER CURRENT EDITION FBC-R SECTION M1305: NOTE TO CONTRACTOR: ATTICS CONTAINING APPLIANCES SHALL BE CONTACT FOR FOR PROVIDED WITH AN OPENING AND CLEAR AND ADD ITIONALREVIEWPRIOR UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO TO CONSTRUCTION IF ALLOW REMOVAL OF THE LARGEST APPLIANCE BUT TRUSS/PLAN ORIENTATION NOT LESS THAN So' HIGH AND 22" WIDE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN 30-DEEP AND 30" DIFFERS THAN INDICATED IN WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE THIS DETAIL APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED 12 INFORMATION NOT COVERED ON DETAIL SEE ROOF SHEATHING PLAN ATTACH PER NAILING SCHEDULE 27 MIN. GENERAL NOTE: INSTALLATION ANDOR REQUIREMENTS OF THE AIR HANDLER 2x4 i2 SYP RAT RUN UNIT OR SYSTEM TOP AND BOTTOM MIN SHALL BE PROVIDED i i BY MECHANICAL (2) SAYS PAST AOC CONTRACTOR OR BY LOCATION. MIN (3) BAY }, if OTHERS, NOT BV MCD LAP WI (2) 0.162' x 3-12 NAILS TO EACH TRUSS. TYP EACH SIDE STANDAROTRUSS BOTTOM CHORD A/C IN TRUSSES 3/4'=1'C FIELD REPAIR NOTES 1. OMTrTED REBAR DRILL A 3/4" 0 HOLE MIN. 6' DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL M5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE W COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE Nr MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIR OONSTRIICTION 2XI ZS MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x125 SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) ) 4. METAL STUD SUBST11111r10N WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS S. OMITTED JNNOLT -12 ALL THREAD ROD w/ 2" x 7 SQ. WASHER DRILL & EPDXY w/ SIMPSON SET-XP EPDXY WITH MIN. T EMBEDMENT. -12x5 SIMPSON TITEN HD THREADED ANCHORS WI LBP72 WASHER MAY BE USED ILO 12 JSOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS FOR BED JOINTS 1/7-l", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REOD) FOR HEAD JOINTS GREATER THAN 3/4', GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) 05 VERT. REINF. IN EA. CELL CONT. PER PLAN. ""EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS It(2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WHIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAMIFTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) A5 VERT. REINF. IN EA CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <12, NO FIX IS REO'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM-12-1-1I8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-111r. CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: - WIDE FLANGE SECTIONS: ASTM AM, FY = 50 KSI FU = S5KS1 - 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'SNUCGTIGHT CONDITION AS DEFINED IN AISC 3W. BOLTS USED IN STEEL CONNECTIONS: A325 U.N.O. - ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE 36 BOLTS SMALLER THAN SW DIA.: A307 ALL SHOP AND FIELD WELDS TO USE E70XX ELECTRODE 3. STEEL SHOP DRAWINGS TO BE PROVIDED TO FOR FOR REVIEW AND APPROVAL BEFORE FABRICATION. SHOP DRAWINGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTIONS ATTACHMENTS (INCLUDING WELD SIZE AND TYPE), FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 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 AO UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLIER SHALL DESIGN TRUSS TOP CHORDS ANDOR BOTTOM CHORDS TO SUPPORT A MIN. (2) 751b POINT LOAD EACH TRUSS AT THE AO LOCATION. MEANS OF AIC SUPPORT SHALL BE BY OTHERS 1-� STANDARD TRUSS I TOP CHORD VARIES OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 20 92 BY CROSS BRACING (AT 45') W (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 REOD FOR LEVEL WORKING SURFACE r �zMCM _ GO ♦ w•* ••• `� W- flit, I I 51 STRWTURAL ENG: TH I STRUGT: JV a: IX: CIIECN: CC 0 w JOB No. STAR-18156 t 6C%E: AS INDICATED w OATE: 11ro7rzoz3 S1.1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 13BS-OR' 1357-KR' 1386-M ' 1387-AR' 1386-K ' 1386-LR' 1387-B ' 1386-N BUILDING KEY E FOUNDATION NOTES: INSWING DOORS WITH COVER (MIN SFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB, IF THE MIN MIN. W AND SEALED. REFER TO IBC-R CURRENT EDITION SECTION R5062S FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2 PROVIDE SIWTl1ICK 2500 PSI CONIC. SL S W 8x8rV/1.&WIA WELDED WIRE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRIC (WAFT, PLACED IN MIDDLE TO UPPER IM OF SLAB DEPTH OVER REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO VAAF, WN EN FIBER MESH MEETS OR EXCEEDS SPECIFICATgNS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT W MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. INSWNG DOORS WTH COVER (MIN SFT RADIUS IN ALL DIRECTIONS POR HIDES OF DOCK) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS NOTMET IN ANY DIRECTION, A RECESS IS REQ'D &CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. INSWING DOORS VIITH NOCCVER REQUIRE A RECESS 4. EXTERIOR SLABS SHALL SLOPE IW PER FOOTAVMY FROM NQU8E. 5. CONTROL JOINTS (IF SHOVM)MENOT REOTJ BY CODE BUT ABESUGGESIEb (ESPECIALLY MEN USING FIBER REINF. CONC.) CONTROL JOIIrS TO BESAW CUT A DEPTH OF IW OF THE THICKNESS OFTHE SLAB. FILL CUT WAPPROYED JOINT MATERIAL OR USE ALTERNATEAPPROVED METHOD. S. MECHANICAL EQUIP. LOCATIONSWLLBEDETERMINEDBY COMMUNITY 6 COUNTYOODES. 7. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST r ABOVE THE FINISHEDGRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION i W INSTRUCTIONS. xx 8. NO WOOD STAKES PERMITTED IN FOUNDATION.' IQ-w 9. PEN DING SITE CONDMONS, FOUNDATION MAY HAVE TO BE STEPPED GONE. ' 159'S' Ig H SEE SHEET W FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP ' LOCATIONS IF REQUIRED 10. SEE DETAIL TABLE MODE ON SIA FOR REQUIRED STEEL SENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON 33 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. Igo 11. AN V EQUIPMENTAND,ORAPPLIANCESHAMNGMN ND10NSOURCESHALL BE ELEVATED A MIN OF 18'. CONTRACTOR TO PROMOS SUCH PLATFORM W ETHER MASONRY OR WOOD CONSTRUCTION 12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000Id PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT 00 NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFK:ATION OF FW NDATgN DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL ANp COHESNE SOILS, COMPACTED IN 12- LIFTS TO AT LEAST SS MAX DRY DENSRY AB DETERMINED BY ASTM - D1SS11 MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE POUNMTKM PLAN HAS SEEN DESIGNED FORA MINIMUM SOIL SEARNG CAPACr YOF ZODD PSF. 13. PENDING SITE CONDITIONS, IF STENWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNWTON. SEE STEMYWllL CHART FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEM OF STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REVIEW AND PROVIDE 14. IF STEM WALL 18 REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL WHEOULE-WOP- CONTACTE.OR PRIOR TO CONSTRUCTION 15. ALL FWNDATgN PADS WMERE SHOWN ON THE BELOW FOOTING - SCHEDULE SHALL BE INSTALLED MERE THE DEPTH OFTHE _- FOOTING WILL MIMEASUREDFROM THE ED.THSLABELEVATION MAINTAIN INGN MINIMUM DEPTH ASSPEC IFIED. THEFW ENDING PAD MAV N INSTALLED DEEPER THAN THE TOR TORE PENDING SITE CONDITIONS FOUND LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DRAENSgNS AND REJNFORCEMENT REQUIREMENTS ABEMET. 16. FIELOTOVERIFYALLGABLINEANDPLUMWWLOCA SPRKKITO POURING BLAB. FOOTING SCHEDULE 121112t12' 11 w/ 851 EQUALLY SPACED EA 1 WAYMIN.2'HOR2. CLEARANCE BETWEEN MIN(2)#SE.W. BARS&7 MIN COVERTOEDCE OFCONC. 12T124' 171Pw/85sEQUALLYSPACEDEA 24- SIDE ;;O.C.SM1l• 1A WAY MN. T HOR2. CLEARANCE BETWEEN (3) 05 PARALLEL TO IT BARS &T MIN COVER TO EDGE OFCONC. SIDE O.C. 1412411T 11 w/ 85s EQUALLY SPACED EA O WAY MIN. THORQ. CLEARANCE BETWEEN MIN (3)85EW. BARS & 3' MIN. COVER TO EDGE OF CONC. 2"2"12' dpW 85s EQUALLY SPACED EA. 2.3 WAY MIN 2' HORQ. CLEARANCE BETWEEN MIN (4)A 5 E.W. BARS & 7 MIN. COVER TO EDGE OF CONIC. 3 301113" dp w/ 85s EQUALLY SPACED EA 2.5 WAY MIN T HMO. CLEARANCE BETWEEN MIN (4)85 E.W. BARS & 3' MIN. COVER TO EDGE OFCONC. 3T,1 Ir dp W/ 85s EQUAI1Y SPACED EA. 6 Q WAY MIN. 2'HORQ. CLEARANCE BETWEEN MIN (5)85 E.W. BARS & T MIN. COVER TO EDGE CFCONC. 3B136112" do-STI EQUALLY SPACED EA O WAY MIN. 7 HORR. CLFAMNCE BETWEEN MIN (5)05 E.W. BARS & 3- MIN. COVER TO EDGE OF CONIC. 42k4 I dP w/ ff. EQUALLY SPACED EA 3.5 WAY MIN. 2'HOR2. CLEARANCE BETWEEN MIN (6)85 E.W. BARS & T MIN. COVER TO EDGE OF CCNC. 42Y42k 1W dp w/ 85s EQUALLY SPACED EA WAY MIN T HOAR. CLEARANCE BETWEEN MIN (6)85 E.W. BARS &3-MIN COVER TO EDGEOFCONC. 4""N12" dp w/86s EQUALLY SPACED EA, O WAY MIN THORR. CLEARANCE BETWEEN MIN (7)85 E.W. BARS & r MIN. COVER TO EDGE OFOONC. 48"x4B'x 18• dp w/ 85s EQUALLY SPACED EA O WAY MIN.2 HORR. CLEARANCE BETWEEN MIN (7) 8 5 E.W. BARS & 3- MIN. COVER TO EDGE OF CONC. 4r,4r,14" dp w/ 4'5s EQUALLY SPACED EA 4B WAY MIN. T HORQ. CLEARANCE BETWEEN MIN (0) IF 5 E.W. BARS & S MIN. COVER TO EDGE OF CONC. 52XS21112' dp w/49s EQUALLY SPACED EA 4.3 WAY MIN. r HORR. CLEARANCE BETWEEN MIN (7)85 E.W. BARS & 3' MIN COVER TO EDGE OFCONC. S01154 IW dp WMSs EQUALLY SPACED EA, 4.5 WAY MIN T HMO CLEARANCE BETWEEN MIN (8)85 E.W. BARS&TMIN. COVER TO EDGE OFCONC. 54'F5/"121"dIWMEQUALLYSPACEDEA. ® WAYMIN.THORR. CLEARANCE BETWEEN MIN(9)85E.W. BARS & r MIN. COVER TO EDGE OFCCNC. W0 ,00k16" dp wMSs EQUALLY SPACED FA. O WAY MIN. r NORR. CLEARANCE BETWEEN MIN (9)05 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 6nev6 18' dp WMSs EQUALLY SPACED EA 5.5 WAY MIN. 2'HOR2 CLEARANCE BETWEEN MIN (IO)85 E.W. FOUNDATION PLAN 1386-OR LOT 99 1387-KR LOT 100 1386-M LOT 101 1386-AR LOT 102 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. Ie-101(2STORV FTG) 2(r4r (2-STORY FTG) 20'-0-12STORY FTG) 20'-0- (2-STORY FTG) 312" 101-0' W.612' 510 la.(r 91S 12" 51? 9'S 12" 10VY 51/I 10--(r 91S 12' F I I FOB F F x § S3 AA: PAD I 3 I F S I I S3 A/C PAD a SS r 1 F U §till F S _ F A/C PAD S3 I u� < S FOB F Q� I . U� a�� � 3 r ¢ N � f. I 6♦ S a@ h . F37 -I- 3 I I r I (SIM. EXEERIOR I SLAB ADJACENT r I 7 I I 1 I F 3 &IF I I TO FOOTING) I I I I I I I T-93W T-1' I I I I 1 15-1314` I 3'-101/4I T-101/4' I6'-13/4" I I I 16-1314". T-101/4I I, 15'.113/4' I T-101141" 3 I I ta3-12' SLAB FABRIC AS FI11- FIR, I THICK CONC. I WIWELDED WIRE I OR FIBER MESH I INDICATED IN I 0'-0` FIN. FLR. 3-1-THICKCONC- I SLAB WIWELDED I..:. S 1 FABRIC OR FIBER I AS INDICATED IN WIRE MESH -0' FIN. FLR. D� I D 'T- I I � -0' FIN. FLR. P I FOUNDATION NOTES#2 I _ ( I - - I- FOUNDATION NOTES 82 3-12'THICKCONC. WELDEDWIRE. I 4' FABRICpOR 18ER MESHI 3-12'THICKCONC. '11 WWELDEDWIRE - ` FABRIC OR FIBER MESH I I 11 1 I N I i AS INDICATED IN FOUNDATION NOTES N2 T d9'-1012' I ^ I I I _I �;^ AS INDICATED IN I Y I I.m µµ__I FOUNDATION NOTES 12 I I Ir�^I I ._ ., .... I I I I I II„X T �.. I rY I ImW µµ �. ✓I \Mr ;.......-..:�.. I r ^l I M 4A I u I S3 1 - ;_.�,.. I I _ 3 CJ ... ... I ln_ < i -F�..I. Y F �' �I ..,.a ...,^ 10'-712" ..�. I r 1 '.� 1 ._. F03 T S3 I " 53 I I 10'-712' I � -J- 1 71? I 912" I I u x U; a }, 1 712 xLL 812 I I i IV-710 I I 9,/I 7 1? F I I -� I a F ar x � 8' I w I CFMN I 9 12' F03 S 3 F1 `CJCJFF _-F- ^u S : 06 §n 2 2_ II 2 S 8'-0' 11S 1 6'< 1? 7 Ir4r -4 T-1 2 1/4' T 6'4 12' 2 2 8'41' V-912' 141M' 81M' 11'-7- (2STORV FTG) 5 iM 7'S 12" (2STGRV FTG) 83/4' 1'-1314' 11'S' (25TORV FTG) 8'3 (2STORV FTG) 1'-, 3M' 83M' 8'S' (2STORY FTG) v-912' 1'-111? 11'S' (2-STORY FTG) 1'-111? 1'-91TI 11'8 j25TORY FTG) jaw, 8--3" (2-STORY FTG) 512 59•-8' va°=r-0" 111111111ff ILI a M lw.to N C m � (J r Z_ O 1 N C �m0 xaZ �a3 - 0 O f - - W W }z aNaa'D F- • � smucT: Jv � QC CHECK: QU DI w JDB W. STAR-18156 t SCNE: B INDICATED w ATE: ttlD]l1023 S2 1387-KR 1 13B6-M 1 1387-AR 1 1386-K 1 1356-LR O 1387-8 1 138" BUILDING KEY IRRARR l9U'V{2MLKeL.t`ubINUrC: FOUNDATION NOTES: INSWING DOORS WITH COVER (MIN SFr RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT 1. PROVIDE MIN. 4 MIL. APPROVED VAPOR BARRIER. ALL MINTS TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN, W AND SEALED, REFER TO F13C-R CURRENT EDITION SECTION RS0&29 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2 PROVIDE}IXTHCK250D PSICOMC. SUBW6ffi>.WI.uW1.4 WELDED DIRE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRIC(WWF), PLACED IN MIDDLE TO UPPER 1M OFSLAS DEPTH OVER REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY SE USED ILO WWF. WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT W MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR %I. S. INSWL NG DOORS WITH COVER (MIN SFT RADIUS IN AIDIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SVS. IF MIN COVER S NOT MET IN ANY DIRECTION, A RECESS 1S REQ'D & CONTRACTOR TO FOLLOW T11E TYP. RECESS DETAIL. INSWING DOORS WTH NOCOVER REQUIRE A RECESS 4. EJ(TERIORSLA888HALLSLOMIWKRF TNNAYFRdA SE. S. CONTROL MINTS(IFSHOWN) ME NOT REODSYCODE BUTARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROLMOITS TO SE SAW CUT A DEPTH OF 1/4' OF THE THICKNESS OF THE SLAB. MLLCUT WA DAM JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD, 9 8. MECHANICALEQUIP. LOCATIONS DILL BE DETERMINED BY a COMMUNITY &COUNTYUNTY CODES. �& 7. FQUNDATIOHE AND SUPPORTS FOR OUTDOOR MECHANICAL '~ SYSTEMS SHALL BE RAISED AT LEAST r MOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. &. NO WOOD STAKES PERMITTED IN FOUNMTION. NIA 9. PEN DING SITE CONDITIONS, FOUNDATION MAYNAVETOBESTE SEE SHEET W FOR ADDITIONAL INFORMATION. GC TO DETERMINE. LOCATIONS IF REQUIRED 10. SEE DETAIL TABLE MON ON S1.1 FOR REQUIRED STEEL BENDS AND SPLICE. SEE DTL MFd9 AND MF10 ON WFOR STANDARD MOTING8 io DOWN AND ODRN ER INFORMATION. 11. AN V EQUIPMENTMD/ORAPPLIANCESHAVINGMnNITIONSOURC SE ELEVATED AMIN OF I9'. CONTRACTOR TO PROWDE SUCH M EITHER MASONRY OR WOOD CONSTRUCTION 12. ASSUMED ALLOWABLESOIL BEARING PREWUREAFTERCOMPACTIM: 2000 F&F (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALLCONT ENGINEER PRIOR TO FOUNMTION POUR FOR VERIFICATION OF FOUNDATION DESIGN.&OILTOBEFREEOFORGANICMATERALMDCOHESNEM . COMPACTEDIN12'LIFTSTOATLEASTW%OFMAXDRYDENSR M DETERMINED BY ASTM - D1557 (MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PUN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPFCITYOF 2000 PSF. 13. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIREDCOURSES FORSTEMWALLMUNMTION.SEE3TeNIV LLLCHART FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REWEW AND PROVIDE 14. IF STEM WALL I8 REQUIRED TO SE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -STOP- CONTACT E.O.R. PRIOR TO CONSTRUCTION 15. ALL FWNDATIDM PADS MERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OFTHE FOOTING WLL BE MEASURED FROM THE LOWFSTSLAS ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR M FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTSMEMET. 16. FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO MURINGSI.M. FOOTING SCHEDULE 1T 1T 171Pw/rS. EQUALLYSPACEDEA O WAY MIN. 7HOR2. CLEARANCE BETWEEN MIN (2)05 E.W. BARS & T MIN. COVER TO EDGE OFCONC. 12 24' 1T tlp w/05'A EQUALLY SPACED EA. 21 SIDE Or O.C.&MIN 1A WAY MIN.7 HORO. CLEARANCE BETWEEN (3)&5 PARALLEL T012 BARS& T MIN. COVER TO EWEOF CONIC. SIDE B'O.C. 24Y17 dp w/ RSA EQUALLY SPACED EA. 024^ WAY MIN. THORIZ. CLEARANCE BETWEEN MIN (3)05 E.W. BARS & T MIN. COVER TO EDGE OF CONIC. 28'k2 17 dp w/ NSA EQUALLY SPACED EA Q3 WAY MIN, T HORQ. CLEARANCE BETWEEN MIN (4) 9 5 E.W. BARS & T MIN. COVER TO EDGE OFCONC. 30'Y30'111'dp w/ /51 EQUALLY SPACED EA QS WAY MIN. T HMZ CLEARANCE BETWEEN MIN (4) 9 5 E.W. & 7 MIN, COVER To EDGE OF CONIC. _BARS 3Tr I I'll w/ PS& EQUALLY SPACED EA. Q.8 WAYMIN.7 HORO.CLEMANCEBETWEEN MIN (5)&5 E.W. BARS & r MIN. COVER TO EDGE OF CONC. 3 38'11I'll W/ 115'& EQUALLY SPACED EA O WAYMIN.THORR.CLEARANCEBETWEEN MIN (5)I5 E.W. BARS & 3' MIN. COVER TO EDGE OF CONC. 42 4T 1T dp w/951 EQUALLY SPACED EA 3.5 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (8)I5 E.W. BARS & T MIN. COVER TO EDGE OF CONIC. 41Y,Ov 16'11 W/&SF EQUALLY SPACED EA ® WAY MIN. T HMO. CLEARANCE BETWEEN MIN (6) IF E.W. BARS & 3- MIN. COVER TO EDGE OF CONC. 4Bk4 17 tlp w/IS. EQUALLY SPACED EA. O WAY MIN. T HORR. CLEARANCE BETWEEN MIN (7) & 5 E.W. BARS & r MIN. COVER TO EDGE OF CONC. 48`c 16' dP w/1061 EQUALLY SPACED EA, 4A WAYMIN.7 HORIO.CLEARANCEBETWEEN MIN(7)05E.W. BARS & 3- MIN. COVER TO EDGE OF CONIC. 48'141'124' dp w/ &5F EQUALLY SPACED EA. 48 WAYMIN.2'HORIECLEARANCE BETWEEN MIN (8)I S E.W. BARS & r MIN. COVER TO EDGE OF CONC. 57152'I17 dp w/ 06, EQUALLY SPACED EA 4.3 WAY MIN. T HORQ. CLEARANCE BETWEEN MIN (7) 0 5 E.W. BARS & 7 MIN. COVER TO EDGE OF CDNC. 54154'.lT dP WASA EOUALLY SPACED EA 4.5 WAY MIN. T NOR IZ. CLEARANCE BETWEEN MIN (B) & 5 E.W. &IRS & 7 MIN. COVER TO EDGE OF CONIC. 511N11 k2P dp wAIS. EQUALLY SPACED EA ® WAYMIN.2- MO.CLEMANCE BETWEEN MIN (9)05 E.W. BARS & 3' MIN. COVER TO EDGE OF CONC. 67N6 I dp *M * EQUALLY SPACED EA. O WAY MIN. 2'HORQ. CLEARANCE BETWEEN MIN (9)R 5 E.W. BARS & T MIN. COVER TO EDGE OF CONC. WX66NIs' dp WAS'& EQUALLY SPACED EA. 5.5 WAY MIN.7 HORIZ. CLEARANCE BETWEEN MIN (10) 1115 E.W. %J111111/,l Z t7 Z z NpEc =>C Q W Z O� C4 7 ~ O W LU i� CO Y�` Cn O a IT C- m C Z O O� N a J Ul � ~O ij g m J - Q i2 �a3 - r 0 wLU0 �a • Qoa N1q L17 w Hf 0 p STRl1OlURILL END : TH h DRAFTIND: mo w � STROCT: N U QC CHECK: CC 7 0 � w JOB No. STAR-18156 VI t &GCE: AS INDICTED Q Z j ATE: 11N7lN23 FOUNDATION PLAN � a S2 1 1 VVV'1\ LV 1 1 VJ 1 NVV'LI X LV 1 1 V-r 1 dVV-LU LV 1 1 VAJ 1 JVV-ITT LV 1 1 VV 1/4"=V-9' r Oo 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 BEARING WALL PER EXTERIOR WALL 2x BEARING WALL PER enitrclurc wAu IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF 2x BRG WALL PER SHEATHING PER PLAN. PUN SHEATHING PER PLAN. HOLD NON-BRG WALL ABOVE -WALL SO BASEBOARD IS BEARING / FOOTER PLAN PUN AND BEARING SEE DETAIL VUF10AiD/ SEE DETAIL VUF10AiD4 BACK S08ASEBOARD 2x P.T. BOTTOM PLATE ANCHOR TO HAVE MIN. SITTING ON WALL SCHEDULE FOR MORE INFORMATION FOR MORE INFORMATION IS SITTING ON ?x P.T. BOTTOM PLATE &ATTACHMENTS PER L 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' 2z BRG WALL PER 2. P.T. BASE PLATE PLAN BUILDERTOPROVIDE SILL BUILDER TO PROVIDE SILL W, CONTRACTOR TO ADD (MAX _) CURB MAX I PLAN AND BEARING CLEAN COMPACTED SUILDER O PROVIDE BUILDER TO PROVIDE SILL I WALL SCHEDULE FILL 95%STANDARD SEALANTANSULATION (t) 95 CONT. BAR BUILDER TO (1) i5 CONT. WY 1-1? SEALANTANSUUTION CONCRETE SLAB PER OFF SET BOTTOM w y CENTERED WITHIN CURB 7 CONIC, SUB PER COVER TW. rc DENSITY ® PROVDE SILL FOUNDATION PUN CONIC. SUB PER W/ MIN. 7 COVER MAX C 2x P.T. BASE PLATE FOUNDATION PUN FOUNDATION PLAN PLATE CONCRETE SLAB PER ` SEALANTANSULATION I CONCRETE SLAB PER w > m II 1? FOUNDATON PUN @ OTTOM FOUNDATION p CONIC. SUB PER -•..-. <• "i ' VARIES w OUNDATI 7 11 0 > PLATEND GRAB "; :-� : '•ii 1?m ; a" _ u§A - mz _NIA ' GRADE m T. ... . •...., — � Tj 1 - I I = -� i i •' 1 iT- . 11 CLEAN COMPACTED (2) 95 CONT. REBAR ON I _. 8' : 8" - �' - ( - (2) 95 BARS CONT. W/ M CHAIRS V:# MIN.3' - m f FILL 85%STANDARD 3' COVER TYP. 6" S' 6' S• I' COVER��, - CLEAN COMPACTED I - (1) i5 BAR CONT. - 1111 DENSITY 1 8" 1'-0' FILL Q 95% STANDARD I I -I j i (2) N5 BARS CONT. WY "� (2) 95 CONT. REBAR ON -. I W/ 3' COVER TVP, DENSITY CHAIR! W MIN.,. ' ' l�T CLEAN COMPACTED 3' COVER TYP. COVER FILL ®95%STANDARD CLEAN COMPACTED (2) N5 BARS CONT. W i PENDINGSITE I DENSITY FILL Q95%STANDARD 3-COVER TYP. CLEAN COMPACTED s CONDITIONS, SEE IG WHERE 2ND STORY OCCURS, FTG PENDING SITE DENSITY FILL 095%STANDARD — 4 DETAIL MF20 FOR SHILL BE V' WADE WA(3) i5 BARS CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG DENSITY DEEP MONO DETAIL MF20 FOR SHALL BE 1'4 WIDE VW(3) N5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG WAIERE 2ND STORY OCCURS, FRS + DEEP MONO SHALL IE 1'2"WIDE W/(3) 05 BARS SHALL BE V' 8` WIDE WA(3) i5 BARS SHALL BE 1'41' WIDE NA(3) 95 BARS Po1 TYPICAL EXTERIOR FOOTING IF02 TYPICAL GARAGE CURB FOOTING FO NON -BEARING SLAB STEP DOWN / FFO� DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN F FOOTING AT INTERIOR BEARING 3/4"=V-0' 3/4"=1'-0' 3/4"=V-0" 3/4"=1'-0' 3/4"=1'-0" 1 PENDING SITE CONDITIONS, NOTE TO CONTRACTOR: CONTACT FOR IF THICKENED ALL REINFORCEMENT SPECIFIED IN PUN VERIFY W/ DETAILS FOR REO'D VERIFY- DETAILS FOR REO'D m FWNDATKIN DETAILS SHALL TIE IN TO STEEL AT2 STORY LOCATIONS STEEL AT STORY LOCATIONS EDGE IS REQUIRED TO BE ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH U SEE FRAMING PUN DEEPER THAN 17 FOUNDATIONS AS SPECIFIED THIS DETAIL DOOR LOCATIONS. S-1? FOR MORE MIN. 24'BEFORE f ". CONTRACTOR TO ?------1 INFORMATION ' o. z ANOTHER STEP •` I, VERIFY FOR DOOR SEE FRAMING PUN 1 J•.' .. AND PARTY WALL GARAGE I 1 CONIC. SUB PER B'Y12" THICKENED a F 1 I MANUF. FOR DETAILS FOR MORE FOUNDATION PLAN m REQUIRED RECESS SLOPE SUB W (1) i5 CONT. 'm I ) 1 ' INFORMATION 1 W/ 3" COVER TYP. z ^ - r i5 CONT I 'MIN z i ' I I 1l.• REINFORCEMENT SEE THRESHOLD PER MFRS CONCRETE SUB PER - SPECIFICATIONS FOUNDATION PLAN i GRADE j - - .i J FOUNDATION PLAN THRESHOLD PER 1; - • :z t7 �1 ^ - I I •}�: .; FOR QUANTITY MANUFACTURER I i jam= • _ g a ; f .A:r� SPECIFICAT ON55 TOP VIEW (CD CORNER GARAGE WALL ) I-7I� m —I '1 � L ��� 1 �a s5z 25'z 25"CORNER DDNC.. SLAB PER BEYOND ' BAR, ONE FOR EA - FOUNDATION PUN i m :VERIFYPUN DETAILS I HORIZONTAL i I: 1� PROVIDE 3/4'MIN. CONC.SUB PER SLOPED RECESS AT y w O1 _ FOR REQUIRED i5 4 Q REBAR, TVP. U.N.O. I (1 I I, (: CONT BARS. MAINTAIN //__ FOUNDATION PLAN 4 f-I�ID'�-I� �37' I I (( :�• - I.... '.. III I GARAGE DOOR COVER TYP. ml T -- DRIVEWAY BY BUILDER- :• �,y J m t CONCRETE OR PAVERS II E' GAR. SLOPE III 18'MIN Is- MIN. '' - �" III- SLOPE VERIFY PLAN DETAILS i ..I : I=1 i J ._ " BEND EACH CONT. 95 --� -��•, ' FOR REQUIRED i5 PER MFG - SLOPE EXT. SURFACE �F < BAR AT STEP DOWN, CLEAN COMPACTED CONT. BARS. MAINTAIN OR GRADE IV PER - ` \ .I OR IS FOR A HOOK - f 3' COVER TYP, BARS FOR EACH CONT. FOOT AWAY FROM (3) i5 CONT. REBAR I - (- FILLDEN 195%STANDARD BUILDING CLEAN COMPACTED (2) NS CONT. DENSITY BAR. LAP REBAR PER FILL 95%STANDARD 3" CHAIRS W/MIN. - i--I m MIN. I E TOP TABLE MODE ON 57.1 Jr FIBER EXPANSION 3' COVER W/3" COVER 7VP. 4 -i E AS REQUIRED DENSITY REQUIRED PER APA f PORTAL FRAME SPECS YIFO� THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING l THICKENED EDGE @ GARAGE DOOR i 3/4"=1'-0' 3/4'=1'Q 3/4"=V-0' 314'=1'-0' 3/4'=1'-0' 3/4'=1'-0' I (2) i5 x 4'-0' BARS I-TYP. 2' SCH. 40 STEEL PIPE IF MASONRY WALL OR ALL REINFORCEMENT SHALL /- FILLED Wtl 2500 PSI COLUMN IS ABOVE, MAINTAIN3CLEAR TO CENTERED AT PIPE PVC OR SCH40 SLEEVE (_ CONCRETE. BOLLARD HOOK VERTICAL GRADE AND i-I? CLEAR TO < PENEIT TIN TO BE MIN. 3FT TALL STEEL TO BOTTOM ANY FACE EXPOSED TO E70x 1/C ROW OF STEEL. WEATHER SEE FRAMING PLAN e" CMU- < ° y CONIC. SUB PER AND PARTY WALL FINISH PER ELEV. ° • +-='jj_ FOUNDATION PLAN ' CONIC. SUB PER ': (4) 1/4" x 31/1' IF CURB IS TALLER THAN DETAILS FOR MORE FOUNDATION PUN FINISH FLOOR E• M.U. FINISH PER -I.- I;i--' Q -- ,LEV... .;--'_I STEEL5".5JBASEIPLATE •,�c FASTENERS W/MIN. (2) NS CONTCBARS W/MIN INFORMATION S • z v 2' COVER IF FOOTING IS TALLER < FINISH FLOOR ', I I `- 1-1? EMBEDMENT _ __ PENETRATING m ° ( (REFER TO SECTION A -A INTO CONCRETE -C. I_ THAN T-0%ADD (2)N5 PIPE. MAX 4" i T' FOUNDATION PLAN w I BARS AT 114 POINTS OF • RADE PENETRATING PIPE I - I I I -_I I 1 I FOR CONT. CONCRETE SUB PER (2) 95 BARS TOP �. ( FOOTING DEPTH tl MAX. 4 -III PUN FOR I I FOUNDATION 2" SCH. 40 STEEL PIPE FOUNDATION PUN > WMEN MONO DEPTH _ EXCEEDS 26' IF #5 LOOP TIE (TYP.) -I I SQE B REINF. INFORMATION FILLED WA25W PSI DEPTH 28' TTHESE PVC SLEEVE MAX CONCRETE. BOLLARD 1/C ` _ - z to ` REFER TO _ BARS ARE NOT REOD s PIPE PERPENDICULAR TO FIND TO BE MIN. 3FT TALL GRADE �o 8" DIAMETER I� I( FOUNDATION PLAN N3 STIRRUPS @ 48' FOOTING PER PLAN �. - FOR CONT. 55c5'x3A1' THICK A36 _ - O.C. WHEN MONO z FOUNDATION CONTACT FOR FOR ADDITIONAL REVIEW STEEL BASE PLATE ( I- DEPTH EXCEEDS 28', -� i FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS " § I� § IF DEPTH EXCEEDS THESE I I :I 1- '�'• I 2 ' CLEAN COMPACTED INFORMATION ` "� FILL 095%STANDARD A A (4)1/4'x3-1/4' i '� ( ,-' BARS ARE NOT REO9 -III' _. II - (SIDE VIEW) DENSITY FOOTING PER PLAN s -_ SUP-RSTUD _ PVC SLEEVE .. CONCRETE SUB PER FASTENERS Wi MIN. -`=t I : I 1 1 I L (2) i5 BARS CONT. W/ i (( CLEAN COMPACTED (FRONT VIEW) MACS DIA (�I I (I `I PUN FASTENERS (2COVERTYP. 4' FILL 95%STANDARD i -I i I E O I( NTO CONCRETE 147 DENSITY -(' ( _ CLEAN COMPACTED IF FOOTING IS TALLER THAN 3'-0", FILL Q 95% STANDARD (3) 05 CONT. REBAR ON FOOTING IS REQUIRED TO BE 3'-0" WIDE DENSITY CHAIRS W/ MIN. 3" COVER W/ (1) N5 CONT. BARS W/3' COVER Fl TYPICAL FOUNDATION PENETRATIONS —1I-I 1-II Fl BOLLARD DETAIL F1 PARTY WALL FOOTING W/CURB ( F2 DEEP MONOLITHIC FOOTING 3/4"=r-0' PIPE PARALLEL TO FND swc1,-(' 314"=r-0" 3/4"=r-0' E ALL REINFORCEMENT SHALL SEE FRAMING PLAN & 1 MAINTAIN? CLEAR TO PARTY WALL DETAILS S GRADE AND 1-10 CLEAR TO FOR MORE " ANY FACE EXPOSED TO SEE FRAMING PLAN & FORINFMORE RMAnON WEATHER PARTY WALL DETAILS L (2) 85 BARS ® TOP FOR MORE WHEN MONO DEPTH INFORMATION IF CURB IS TALLER THAN EXTERIOR WALL 7112' ' EXCEEDS 26'. NOT ^ rc S', CONTRACTOR TO ADD SHEATHING PER PLAN. READ. IF LESS THAN z > EXTERIOR WALL (2)i5 CONT. BARS W/ MIN. SEE DETAIL WF10ISD4 i O SHEATHING PER PLAN. FOR MORE INFORMATION Z6' DEEP z u (1) 05 BARS ®NOSING SEE DETAIL WF1019D4 7 COVER BUILDER TO FOR MORE INFORMATION w = PROVIDE SILL N5 CONTINUOUS REBAR CONC. SUB PER CONIC. SUB PER AT NOSE, MAINTAIN MIN. FOUNDATION PLAN - FOUNDATION PLAN i �'� SEALANTANSUUTION BUILDER TO > f 3' CONCRETE COVER u z /PROVIDE SILL SEAUNTANSU . ' w CONCRETE SUB PER UHON CONCRETE SLAB PER MI ._I. _ 1 'T y n a FOUNDATION PLAN FOUNDATION PUN VARIES 1 J4 M u i3 STIRRUPS ®48" { - I I w w w ?p § " b GRADE I i .• x - O C WHEN MONO J I I l HEX CEEDS 1 GRADE m i ¢ - • " m GRADE t, 1 I ''`�I' 7 ) I §.7 I.. j IF DEPTH IS LESS r I z-(.._ - I= I I— THAN 28', STIRRUPS - '< ARE NOT REOU I II.` J I —II 4 H b II� II. .•• i.§ Ii.it .'-t = - :I I_.I II' (3)N5BARS CONT II_; -III .i. I { II :' W/3•COVER P. S' S' CLEAN COMPACTED (3)95 CONT REBAR III- Imo'- (3) 95 CONT. REBAR 27. (3) /5 BARS CONT. ® ON CHAIRS W/ MIN. i :- ON CHAIRS WN MIN. - FILL Q 95%STANDARD TEP SECTIONVNVS 3" COVER I I i CLEAN COMPACTED CLEAN COMPACTED CLEAN COMPACTED DENSITY I'$ FILLQ95%STANDARD 3"COVER FILL @95%STANDARD COVER TYP._ DENSITY 1'S FILL DENSITY STANDARD DENSITY F2 DEEP MONOLITHIC FOOTING W/ STAIR oq§3 EXTERIOR PARTY WALL FOOTING 4Fig\ EXTERIOR PARTY WALL FOOTING F4 FOUNDATION @ GARAGE STEP-DOWN 3/4"=1'7 3/4'=1'-0' 3/4'=I'-0" 3/4'=1'-0' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the NOT USED expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. m N IF a J Z Q ZJ JJ �>y O w C2 F r Z Z O it Deg W Q 0 o > W O g� d� rc U) 7 N w q W F � m C r t3D Z� ORp 7 c W C O ND~O 5 m - Lam.) Q 2 0 - w i yLa r F - o U J X Z K.JLU O aLu _ v~iea'D� • �a z f p STRUDIURAL ENG: TH DRAFnND: � STRULT: N DC CHEQ(: CC w JO6 No STAR-18156 t SCME: AS INDICATED w DATE: 11472 V OS3 I i387-KRI 138e-M I i387-ARI 1388X 113861R1 13B7A I i30e-N BUILDING KEY L SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT ") TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL m HORIZONTAL 1 Z" SIMPSON WTHREADED 1? J-BOLT TITEN HD ROD ES1A6' PER DETAIL WFiO/SD4 ad COMMON (0.131' x 2.5.) 6' O.G. 17 O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. 2. STUD PER DETAIL WF10/SD4 24' 32' 37 ESW4 q• O.C. 17 O.C. (2)-ROWS 3' O.C. 3" O.C. MIN. 21 STUD 18' 21' 24' E$W3 Y O.C. 12' O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. (2}2x OR 4. STUD 17 le" 16, 2' O.C. 12' O.C. (2)-ROWS 3' O.C. 2' O.C. MIN. (2)-Zx OR 4x STUD NOT ALLOWED 17 12" ESW2 ISW7 1rZ' GYPSUM 5d COOLER- 7' O.C. 7' O.C. r O.C. 7" O.C. MIN. N STUD MIN. 2. BLOCKING 2,r 37 37 ISW6 -6" STRUCTURAL 1 SHEATHING OR SHEATHING ad COMMON (0.131'x 2S') w O.C. 17 O.C. 4' O.C. 4' O.C. MIN. 2, STUD PER DETAIL WF10/SD415W 24" 37 37 q• O.C. 12'O.C. P O.C. 4' O.C. MIN. 2x STUD 18' 21' 24' AISW4 3' O.C. 12' O.C. 4' O.C. 1' O.C. MIN. (2)_2x OR 4x STUD 176 7 O.C. 17 O.C. 4' O.C. 4' O.C. MIN. (2)-2x OR 4x STUD NOT ALLOWED 17 17 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESWB. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS -5d COOLER NAIL SHALL BE MIN. 0.086'xi-56' LONG & 1WW HEAD. No. a TYPE'W DRYWALL SCREW (1-1W LONG) MAY BE USED IN LIEU OF 5d COOLER NAIL REFER TO FRAMING PUN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION III REFER TO DETAIL VJF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED AT 1ST LEVEL SHEAR WALL ONLY. M WHEN (2)21_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFO81 SD2 PI WHEN SHEATHING PANELS TO BE APPLIED TO BOTH FACES OF WALL SEGMENT, BOTTOM PLATE ANCHOR BOLT TO BE 51B' SIMPSON TITEN HD, 3W THREADED ROD OR 51W JOLT @ SPACING PER SCHEDULE. SBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT /S�W32� SHEAR WALL SCHEDULE W1 BOTTOM ANCHORS STANDARD 1ST FLOOR FRAMING 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW/ DOOR OPENINGS @ 1 ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOWWS09ISD4 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 PUN DETAIL WFIO/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN I.. 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. I 1 I 1 I 1 �Iw ZIP I sy - 2.4 SYP i2 EXTERIOR FRAME: ESWi ESM ESWS ESW6 I 1 I I I I 1 1 I I I I 1 I I 1 1 1 1 001 7 F SD4 .............. D ..... 7 F 7 D ....._......- APPLY TO ENTIRE I SD4 .................... SDO _..... _.... REAR WALL OF __.. ._... I 2 7 13 E I SD'0 2 7 13 E D END UNIT I , p I i...- F 904 D 19 13 E - Rm1 H4x10 -- __ _--. _. E 13 7 2 - H4x10 1 E L H4x12 Y Y F t VT i H4xi2 s __. Rmi H4x10 D D H4x10Rm1 D D 1' _Y HIx12 - - m - m I E 13 7 E 13 7 p 7 i i H4x12 I E 13 7 E 13 7 p 7 19 E i D ❑7 ! 1 E 12 19 11 13 E F 13 11 D 7 7 D 7 13 E 7m 13 E I i 1 1 1 Z F33 I FJ3 I I wo e 1 I FJ3 FJ3 E I B2x8 LANDING 1 E m I LANDING ..., BEAM ; BEAM i 1 1 : D - I B218 LANDING I I B2xB LANDING BEAM _ 1 NOTE: DOWNSET m _ F .-- 1 BEAM 1 - - NOTE: DONMSET- D F' ' 1 I - - HEADER AT DOOR LOCATION NOTE: ATTACH BEAM TO �' E $ " HEADER AT DOOR LOCATION :: NOTE: ATTACH BEAM TO .` , E 1 __ NOTE: DOWNSET p FJ6 - HEADER AT - p . FJB m NOTE: DOWNSET DOOR LOCATION - 7' MIN. 3-PLY BUILT UP i T 1 -+ 1 HEADER AT DOOR LOCATION 1 MIN. 3-PLY BUILT UP 1 I I I ' NOTE: ATTACH BEAM TO E I ( I " COLUMN BETWEEN DOUBLE TOP PLATE & = �� E/ I @ I NOTE: ATTACH BEAM TO I' COLUMN BETWEEN I DOUBLE TOP PLATE & - 1 1 MIN. 3-PLY BUILT UP t HEADER USING HUC4fi D E A 1 i MIN. 3-PLY BUILT UP HEADER USING HUC48 I D E 1 1 COLUMN BETWEEN " + 1 COLUMN T 1 DOUBLE TOP PLATE & '- '- HEADER USING HUC48 D „, ,, I '',__._.._, :........... ^"" '""'—' - 52A2 -LANDING '1 -'- - -- D I DOUBLE TOP PLATE & :: HEADER USING H UC46 ( .. B2x12 LANDING - fJ5 BEAM E FJS ;BEAM E i r _. WI Kt 1 1 -B2021 ..' E 1i S_ F,15 ... LANDING BEAM .__ BWI -_ LANDING I •� I BEAM FJS ." eWl ; C i _. - 1 BWI -- .,. 1 ` W2 11 E BW - BM •� i _ D Cf 1 rc I � p 71 I I ' E rc PLATE HEIGHT AT BOTTOM OF FLOOR SHEATHING as _ 1 _ _"- FJ1 E I FA " E FJi E....... I C 1 E ......,..,..i FJi 1 D .. ..-. I i I .4.. 1 i ,.. FJ3 j I I FJ3 A-wh WD WO I WG E 1 I 1 1 FJ3 FJ3 11 E rc BW2 I 1 1 p BW2 I ; 1 H2x8 H2ae i' H2xe H2x6 APPLY TO ENTIRE I BW2 p .......__ ...., I FJ4 1 FJ4 7 12 E FRONT WALL OF FRONT M2c12 H2zfi I s 7 12 E I H2_B Has w END UNIT .... c c -_. _. I FJ4 m I =. e e c I FJ4 m i FJ4 BW2 BW2 2 FJ4 s F BW2 Y & FJ4 D FJ4 I 1 H4x12 Rm1 H3.5x9.25 BV�Q H4x12 Rmi H3.5x9.25 +I H4x12 - H3.Sx9.25 - H3.Sx9.25 - - nIi N4x12 1 174r (EXTENT OF PORTAL 17-2WALL 12' (EXTENT OF PORTAL 17-212' EXTENT OF PORTAL WALL FRAMING -SEE DETAIL) 19 13 E I FRAMING -SEE DETAIL) I 17-212' (EXTENT OF PORTAL WALL FRAMING -SEE DETAIL) SB ESWJ 1 1 WALL FRAMING - SEE DETAIL) 1 1 2x4 SVP i2 EXTERIOR FRAME WALL STUDS @ 12- O.C. MAX SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE ENDZONE 8'4T 2.4 SYP 020IS- D.C. MAX 24 SYP #2 0 Is- D.C. MAX 9'4r 2.4 SYP 020 IS' O.C. MAX 2.4 SYP #20170.C. MAX 914' 2.4 SYP 02 @ 17 O.C. MAX 2x4 SYP 02 @ 17 O.C. MAX 101-V 2X4 SYP i1 @ 17 O.C. MAX 2x4 SYP ii @ 8' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 8'4P 2x4 SYP i2 @ 1S' O.C. MAX 2x4 SYP $2 @ Is- O.C. MAX 9'-0' 2x4 SYP i2 @ Is- O.C. MAX 2.4 SYP 02 @ Is- O.C. MAX 914' 2x4 SYP i2 @ 16' O.C. MAX 2,4 SYP 02 @ 16' O.C. MAN 101-M 1 2.4 SYP 02 @ 12' O.C. MAX I 2x4 SYP i2 @ 12- O.C. Mi EXTERIOR FRAME WALL NOTES i. WALL STUDS WITHIN SFT O EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON T FRAMING PLAN. 40 3. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF. NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20% OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH ZS STUDS OR LARGER, STUDS ARE TO BE MIN. SPF i2 @ Is- O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND ® =9'-1-T.O.W. I ST FLOOR INTERIOR/EXTERIOR BEARING WALL = 6'-i' T.O.W. 2ND FLOOR INTERK)RIEXTERIOR 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 111'1'//, , 01 i] Z Oa ILL. Z IL Q I.L. W LL t0 Z o at m O S Q Z X a: W W O FaN W 41D STRUCT: N a W CZ CC 0 w J06 No. STAR-18158 r SCME: AS INDICATED Ubb-UK LU 1 9V 13bt-KK LU I 'IUU I3bb-M LU I I U 1 1Jbb-AK LU 1 1UL FIRST FLOOR FRAMING PLAN TO NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND „>3'=,'-0' = o S5 �a 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. 1366-M 1 1387-AR 1 13WK ' 1386-LR I 1387-B ' 1366N BUILDING KEY SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT IIK'I TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL1�1 HORIZONTAL 1Q"SIMPSON 5/8"THREADED 1(7 J-BOLT TITEN HD ROD ESVS' PER DETAIL Sd COMMON 6"O.C. 12.O.C. (2)-ROWS 3-O.C. 3'O.C. MIN. 2, STUD PER DETAIL 24" 32" 37 ESW4 C O.C. 17 O.C. (2)-ROWS 3- O.C. 3.O.C. MIN. 2x STUD 16" 2C 24' ESWJ WF10/SD4 z (0.131'2.5-) WF70/SD4 3"O.C. 170.C. (2)-ROWS 3"O.C. 3"O.C. MIN.(2)-2t OR 4x STUD 17 16' 16" 2' O.C. 12' O.C. (2)-ROWS 3' O.C. 70.C. MIN. (2)-2x OR 4x STUD NOT ALLOWED 12" 17 ESW2 ISW7 Irr GYPSUM 5d COOLER- 7' O.C. 7' O.C. 7' O.C. 7" O.C. MIN. 2, STUD MIN. 21 BLOCKING 2C 32' 37 ISWB 7ne'STRUCTURAL 1 SHEATHING OR 15132" SHEATHING Sd COMMON (0131' x 2.5") 6' O.C. 12' O.C. 4' O.G. C O.C. MIN. 21 STUD PER DETAIL WF701SD4 24" 37 32' ISW4 CO.C. 170.C. 4'O.C. 4'O.C. MIN.2x STUD 16' 24' 24' ISNQ 3' O.C. 17 O.C. C O.C. 4' O.C. MIN. (2}h OR dx STUD 17 18' 18' 2" O.C. 12- O.C. 4" O.C. 4- O.C. MIN. (2}21 OR 4. STUD NOT ALLOWED 17 17 I= 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESW6. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS -Sd COOLER NAIL SHALL BE MIN. 0.086"xllr LONG & 15164' 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 Ip REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED AT 1ST LEVEL SHEAR WALL ONLY. I WHEN (2)1,._ STUDS ARE USED, ATTACH STUDS TOGETHER PER WF08/ SD2 PI WHEN SHEATHING PANELS TO BE APPLIED TO BOTH FACES OF WALL SEGMENT, BOTTOM PLATE ANCHOR BOLT TO BE 5W SIMPSON TITEN HD, 314' THREADED ROD OR 5/S' JAOLT C SPACING PER SCHEDULE. SBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT I�•r1 SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS STANDARD 1ST FLOOR FRAMING 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WFU7AON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW / DOOR OPENINGS ® 1 ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09ISD2 3- AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 (A -A) U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL. INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PUN DETAIL WFIGISD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PUN Le. 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= FIm I 1 1 alw IWALL I 1 1 STUDS ® 12" O.C. MAX ESVuB ESWB ESWB ESWJ 1 1 1 1 1 I 1 I 1 1 I I APPLY TO ENTIRE REAR WALL OF * D � F I .........._. I _ E 19 END UNIT F 7 SDI 7 D 1 SD4 ... SDO I j 7 13 E 1 1 S F 7 D I f D i SD4 F 7 E 13 19 I E 19 E 13 7 Rm1 H4x10 E i3 7 2 H4x10 Rm1 ___. ___ __ D M4x12TV D NIx12 H4x10 Rm1 D D H4x10Rm1 D I1 ------- - -- Hh12 m m I I E 13 7 E 13 7 p 7 I H4x12 m m I 11 13 F E 13 11 19 12 E 1 I 2Dq 7 i I I p 7 7 D 7 13 E 7 13 E ; i D 7 7 D 7 13 E 7 13 E i o I 1 I 7 D I I I I 7 D I i I 1 FJ3 FJ3 � i I � 1 � F J3 I 1 FJ3 m I I m I - SZ S LANDING BDB LANDING 1 BEAM I 1 __ I BEAM 1 1 BLANDING D -- I DING O D BEAEA M 1_ NOTE: DOWNSET -,._. B" 1 I - m NOTE: DONNSET - ' 1 HEADER AT --- 1 - HEADERAT t p Ie p -. - DOOR LOCATION C -� DOOR LOCATION E 0 -I I -- F,1S m NOTE: DOWNSET I NOTE ATTACH BEAM TO E J6 NOTE: DONNSET i I NOTE: ATTACH BEAM TO N I i HEADER AT MIN. 3-PLY BUILT UP 2 1 x - rm 1 / HEADER AT LOCATION I MIN. 3-PLY BUILT UP I E DOOR LOCATION - COLUMN BETWEEN - _ = E DOOR - - -@ COLUMN BETWEEN m - -' NOTE: ATTACH BEAM TO I .. DOUBLE TOP PLATES _... I g I 4 NOTE: ATTACH BEAM TO I � �A DOUBLE TOP PLATE I MIN. 3-PLY BUILT UP HEADER USING HUC46 A MIN. 3-PLY BUILT UP I E p HEADERSING HUC48 y 1 = COLUMN BETWEEN - -- COLUMN BETWEET 1 DOUBLETOPPUTEB '.� I -- - S rc - OUBL P ETOP LA EC4&8 1�. -_- - .I --- E p HEADER USING HUCIB LANDING I - D E HEADER USING HU LANDING I 3 I FJ5 j B 1 -. I BEAM #J5 11 E E B212 I 1 B2112 _ -- 1 - BWI a I - TL LANDING .::._ BWI ••+•",. _•" LANDING LL rc BEAM fJ5 I ,- \ _ BYV7 I BEAM FJS.. '1 I BW1 - .- .. ,.. E 11 W2 O _ 1 .� 1 1 ... w awl BWI � BW1 .. I / D ............ ISVJJ 11'4P „ 0: 1 E PLATE HEIGHT AT BOTTOM i rc w - I D I•�� ----- OF FLOOR SHEATHING H mI I FJ1 E . mm. ,._.: FJ1 .....,., FA I I ... .......E - - FJ7 1 E 1 FJ3 I I FJ3 wo I I WO • 1 E 11 FJ3 E FM rc I0AI¢ ID2 BMMW1 I BW2 E 11 1 APPLV TO ENTIRE H2z8 H2x6 WALL OF FRONTEND BW2IT I BW2 D `H2x12 ....... I 1 F34 7 12 E 1 ; m FJd j HZxB H2z8 1 Y I H26 H26BOR E$W3 D5 E 12 7 2 FJ4 BWrz I M E 12 7 2 FJ4 1 M4z1 Y--- r 1 FJ4 1 - - - - 1 D FA -- -- 1 - - BW2 H4x12 Rm1 H3.519.25 BWQ I 3.54.25 _ D " -9 Y _ E 13 19 F 1 H3.Sx9.25 m1 H4x12 I __ I H3.519.25 - Rm1 HIx12 17E'(EXTENT OF PORTAL I WALL FRAMING - SEE DETAIL) 17-21/7 (EXTENT OF PORTAL D 12'-212' (EXTENT OF PORTAL I WALL FRAMING -SEE DETAIL) I 17-212' (EXTENT OF PORTAL ESW/J BS 1 WALL FRAMING - SEE DETAIL) I I WALL FRAMING - SEE DETAIL) IOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 6'V 2x4 SYP 02 Q Is- O.C. MAX 2x4 SYP #2 ® 1S- O.C. MAX 91-0" 2.4 SYP #2 0 IS- O.C. MAX 2x4 SYP #2 ® 12' O.C. MAX 9'4" 2.4 SYP 02 017 O.C. MAX 2.4 SYP #2 ® 12- O.C. MAX 101-0' 21,4 SYP 010170.C. MAX 2.4 SYP#10 S" O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 8'47' 2z1 SYP f2 016' O.C. MAX D14 SYP 02 016- O.C. MAX 914T 2x4 SYP #2 Q 16" O.C. MAX 2x1 SYP 020 Is-O.C. MAX 94' 2x4 SYP 42 Q Is- O.C. MAX Dx4 SYP 02 @ 19' O.C. MAX 101-0' 1 2x4 SYP 02 Q 17 O.C. MAX I 2z4 SYP I2 G 17 O.C. MA> EXTERIOR FRAME WALL NOTES ` 1. WALL STUDS WITHIN SFT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE ONO. ON THV FRAMING PLAN. 3. SEE DETAIL WF70/SD/ FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO, BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS 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 #2 @ 1g O.C. MAX U.N.O. ON FRAMING PLANS. I WALL LEGEND I = W-1- T.O.W. IST FLOOR INTERIORIEXTERIOR BEARING WALL T.O.W.2ND FLOOR INTERIOR/EXTERIOR BEARING WALL =ALIGN WITH COLUMN ABOVE IF THE TRUSS LAYOUT SHOWN DOES NOT BUILDER NOTE CH THE TRUSS MANUFACTURERS LAYOUT ---STOP-- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1386-K LOT 103 1386-LR LOT 104 1386-B LOT 105 1386-N LOT 106 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1/8"=V-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0111% Z Oa ILLLCCZ W�y G W &I- H I"L. II- W 2 r Z aC6i t- m �J =ai t-a3 0 � 0 WLu0 Fa}y} TA aoF FASTRUCTURALEN6: TH 5 STRULT: N >� DC CMEq(: CC w .IDS Ne. STAR-18156 SGLE: AS INDICATED w DATE: 11N7l1023 S5.1 HEADER SCHEDULE TAG HEADER FASTENERS (2)N6 i2 SYP ATTACH KING STUD TO HEADER w/ H218 W1 OPT. J FLITCH PLATE (6) 0.182' x 3.12' NAILS (2)2x8 92 SYP ATTACH KING STUD TO HEADER wl H218 W/ OPT. e FLITCH PLATE (8) 0.162' x 3-1? NAILS (2)2t10 i2 SVP ATTACH KING STUD TO HEADER w/ HZX10 W/ OPT. � FUTCH PLATE (10) 0.162" x 3.10 NAILS (2)2X72 i2 SYP ATTACH KING STUD TO HEADER w( H2 12 W/ OPT.? FLITCH PLATE (10) 0.167 x 3-i? NAILS H302 (3) 2X12 i3 SYP ATTACH KING STUD TO HEADER W W OPT. � FUTCH PLATES (10) 0.167 x 3-1? HAILS H3.5x5.5 (2)1.75'z5.S LVL AT KING STUD TO HEADER M (6) 0.167 z 3-12' NAILS H3.5x7.25 (2)7.75'x7.2S LVL ATTACH KING STUD TO HEADER w/ (8) 0.167 x 3-72' NAILS H3.5x9.25 (2)1.75'z9.25" LVL ATTACH KING STUD TO HEADER w/ (10)0.162'x3-1r7 NAILS H5.25x11.25 (3)1.75k1125- LVL ATTACH KING STUD TO HEADER W (12) 0.167 x }i? NAILS Hdz6 3.5k5.S AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (6) 0.167 x 3-12' NAILS H4x8 3.5*015' AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (8) 0.167 x 3-1? NAILS W003.5'"S AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER W HEADER (t0) 0.167 x 3.12' NAILS H4x12 3.5SA 126* AFP 1.8E SHORT SPAN ATTACH TONG STUD TO HEADERw/ HEADER (12) 0.1S7 x 31? NAILS P-HDR SEE DETAIL MD14 THIS PAGE END VERTICAL TO KING STUD W(6) 0.131X3' NAILS HEADER SUPPORT SCHEDULE OPENING SIZE JACKS 0 EA. END~•• • V•• .m.. •KINGS 0 EA END 1.4T TO 7-11' 1 1 4'-(r TO T-112 2 V-0•TO 91-11" 2 3 101-T TO 17-0' 3 4 STANDARD HEADER NOTES 1. VERIFY WPLAN FOR CORRECT LENGTH OF HEADER REDD. SIZE INDICATED ON PLAN IS MINIMUM REQ'0. PER LOCATION. LARGER HEADER MAY BE INSTALLED W OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWNG DTL WFDSISD2 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 0A4S'K3• NAILS 0 17 O.C. ONE SIDE. MIN. 7 FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 200 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER wR3) 0.148'x3- TOE -NAILS PER SIDE IN ADDITION TO HAILING PER HEADER SCHEDULE. 5. IF MORE THAN IT )KING IS REDD, AS PER HEADER SUPPORT TABLE, GC TO INSTALL RED-D. NAILS FROM 1MKING INTO HEADER THEN ATTACH ADDITL KING PER DTL WFOB/ SD2 OTHERWISE, CONTACT E.O.R. FOR REDID. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. a. SEE OTL. WFOB/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2NO FLOOR NOTES FOR MORE INFO. 9. AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 1610000 psi, FS = 1500 psi, FV =175 Psi, FC-0ERP = 65D psi. 10. WHERE SYP PLANS. BUILT-UP HEADERS ARE SPECIFIED ON THE PUS, AFP 1.6E SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ON SHEET WP7. 11. AFP 1.6E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. ENTER/SIDE BLOCKING TOP BOTTOM SPACING SPECIES (PLF) BWI 16" SYPi2 (3)0.148'x3-1W (3) 0.148' x 3.1/1' NO UPLIFT MID -SPAN TOE -NAILS BW2 IS- SYPi2 (1)SOWC75800 (1)SDWC15450 270 PLF MID -SPAN ® 16- SVPi2 (1)SDWC75600 (1)SDWC75450 270 PLF 113 PT. ® 17 SYPl2 (3) 0.148" x 3-1 W (3)0.148•x31W NO UPLIFT M104PAN TOENAILS TOE -NAILS ® 12- SYPi2 (1)SDWC15600 (1)SDWC164W 300 PLF MID -SPAN 12- SYPi2 (7)SDWCIWW (1)SDWC15450 360 PLF 113 PT. ® /6• SYP12 (1)SDWC156DO (2)SDWC15450 440 PLF MID -SPAN BW3 16' SYPi2 (1)SDV C15M (2)SDWC15450 440 PLF 103 PT. 17 SYPi2 (1)SDWCIS600 (2)SDWC7545RPLFMID-SPAN rgWjBW9 12• SYM (1)SDVVC15WO (2)SOWC1545 BW11 16- SYPi2 (2)SDWC15WO (3)SOWC1545 BWI STANDARD BEARING WALL W/STRAPS NOTES VERIFY wIPLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. . ALL LUMBER TO BE EITHER SPF i2 OR SYP i2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W (3) 0.131' x 3' TOE-N LS. ALL LOAD BEARING WALLS SHALL HAVE SYPi2 DOUBLE TOP PLATES & BOTTOM PLATE. . CONNECTORS ARE TO BE INSTALLED 0 EA STUD. REFER TO DETAIL 12 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS . IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. IF'BVY CALLED OUT ON 2,d FUR. SEE PLAN FOR STUD TO STUD CONNECTIONS. . MID OR } PT. BLOCKING TO BE 2x W(2) 0.131' x 3' TOE OR END -NAILS EACH END. . WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. . NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REO'D. IF BRG. WALL IS INDICATEO'NO UPLIFT. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TOE-NAILEDIEND NAILED TO THE PLATES & THE Z. P.T. BASE PLATE CAN BE ATTACHED V~D CASED GUN NAILS AND WILL NOT REG. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. FORBEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03ISDI U.N.O.ON PLAN. 0. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WFO9/SD2 U.N.O. ON PLAN, 1. COLUMNS WITHIN BEARING WALLS wRJPUFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOP/BOTTOM AND HAVE AN ANCHOR (AS DEFINED BY DETAIL WF07A THIS SHEET) WITHIN 6' FROM THE COLUMN. 2. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 3. AT NON -BEARING WALL LOCATIONS 2z4 SPFi2 STUDS 0 24'o.c. MAX. ARE ADEQUATE, AT NON-8=1PG HEADERS USE (2)2x4 FLAT w/(3)0.131-Ar TOE -NAILS EA, SIDE AND CRIPPLES AT 24o.c. AT 2STORV OPEN AREAS INSTALL NON -BEARING WALL STUDS @16'..c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE)AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1Jz' GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER 2 CIA 31'z3' TOEJIAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE WEITHER GUN NAILS 32b OR () ® (2) 0.748'k3-1/4' NAILS TO EACH FLOOR TRUSS. 4. IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE ABOVE BEARING WOOD WALL SCHEDULE, NO SPIVS ARE REQUIRED. TITER HIM MIN. VMPSON TITEN41DMAX. SCREW xw,os„1 wl�: AS INDICATED ON THE STRUCTURAL PLANS 'BASE ANCHOR INSTALLED � MAX. 24' O.C. W MIN. O CONNECTOR' is, SIMPSON TITEN-HD, 1? THREADED ROD, 7' EMBEDMENT INTO FOUNDATION, AND 7? JSOLT, MAY SE INSTALLED AND OR SUBSTITUTED MAINTAIN A MIN. 2-1 /1' EDGE DISTANCE BY THE CONTRACTOR WTHOUT ADDITIONAL REVIEW - - . FROM THE CONCRETE OR MASONRY FACE. FOLLOWING THEINSTALLATION INFORMATION PROVIDED ON INSTALLERS: REFER TO MANUFACTURER'S THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. END SPACING: ALL'BASE CONNECTORS' SHALL BE SPACED AS INDICATED THIS SCHEDULE, 6' FROM ENDS OF WALL FRAMING, AND THREADED ROD w1 EPDXY ANCHOR* DRILL & EPDXY: MIN. 518" THREADED ROD, WITHIN S' EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F1554 GRADE 31, FY=36W, Fu= W, W_, INSTALLED 0 MAX. 37 O.C., W MIN. 7• 1 AT INTERIOR FRAME WALLS: SIMPSON BP OR BPS7SQ. - EMBEDMENT INTO FOUNDATION USING l2 WASHER OR EQUAL 7'x2"z3/16'L SIMPSON S T-XP EPDXY OR E EQUAL. 2. AT EXTERIOR SHEATHED FRAMEWALLS: USE SIMPSON MAINTAIN AMIN. 2-1M' EDGE DISTANCE BP ON OPS5USING 3 SQ. WASHER OR EQUAL FROM THE CONCRETE OR MASONRY FACE 3. WHEN USING WASHERS WITH SLOTTED HOLES, A HOLES. STANDARD CUT WASHER IS REQUIRED BETWEEN NUT &4WLT: AND THE PLATE WASHER. MIN. 11Z* JSOLT INSTALLED 0 MAX. 37 O.C., 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER 21/4' MIN. ASTM A307 OR BETTER W/MIN.T SHALL EXTEND TO WITHIN 1rPOF THE EDGE OF THE i? EMBEDMENT. MAINTAIN A MIN. 2-1/4' EDGE BOTTOM PLATE ON THE SHEATHED SIDE. LEG DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEG OF J-BOLT SHALL BE rRrrB: A MIN. 1-1? AS MEASURED FROM SHAFT BUILDER SHALL USE AN APPROPRIATELY SIZED HEX NUT FACE TO END OF LEG AS SHOWN THIS MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS VT. OF A TURN. 07 STANDARD BASE PLATE CONNECTOR SCHEDULE va•=r-0' BREAK SHEATHING AT KING NAIL END VERTICALS TO TO JACK STUD TRANSITION KING STUD PER HEADER CONT. DOUBLE ING SCHEDULE. PLATE AT OPENING, AT BREAKS PERMITTED AT A FASTEN SHEATHING TO OPENING TOP OF CONT. PLATES w/0.131X 2-1? FRAME WALL NAILS 0 3' O.C. WALL SHEATHING. THICKNESS AND TYPE PER PLAN VERTICAL BLOCKING 01C � b O.C. A80VE OPENING AND AT EA END OF HEADER TOP OF SEE HEADER SUPPORT A WINDOW SCHEDULE FOR FASTEN SHEATHING TO REQUIRED KING STUDS CONT. PLATES w/0.131 z 2-1? 4'-0' MAX CLEAR SPAN NAILS 03- O.C. CONTINUOUS DOUBLE BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION" SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACKSTUDS HD14 BUILT-UP PANEL HEADER DETAIL 1? = r4r COLUMN SCHEDULE CONNECTOR SCHEDULE (2)2x_ SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO VALUES VALUES A MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) TAG SIMPSON CONNECTOR NOTES TYPE SPF(Ib) SYP(Ib) B (3) 2x_ SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO (1)-SDWC75SDD SCREW, REFER TO DETAILS 1, to AND FRAME TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) a 2ON SHEET SDWC FOR INSTALLATION REQUIREMENTS IE FRAME 485 615 C (4) 2x_ SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) 2 ❑ (2} SDWC75600 SCREW, REFER TO DETAIL 5ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1D FRAME TO FRAME (I)PLY 1045 (2)PLY940 (1)PLY 1195 (2)PLY 1075 O (2) 2z_ SYP i2 BUILT UP STUD COLUMN(STUO SIZE TO O (I)PLY TRUSS H10A W/(18)-0.748" x i-10 NAILS OR 2)PLY TRUSS HIGA-2 W/(18)0.148' X 1-1?NAILS FRAME TO FRAME H1GA 1015 HIOA-2930 H10A 1105 H10A-21080 MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) E (3)2z_ SYP i2 BUILT UP STUD COLUMN(STUO SIZE TO q❑ HTS20 OR HTS20-REV WIT 6} CIA 48" x 1-1IT NAILS (2)HT52D OR (2)HTS20-REV W(16�.148' x 1-1? NAILS F FRAME AR ME FRAME TO 1215 1445 MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) F (4) 2x_ SYP i2 BUILT UP STUD COLUMMSTUO SIZE TO MATCH WALL SIZE SPECIFIEDON THE FRAMING PLAN) 5 ❑ EACH FRAME 2430 2890 cG R 4x8 SYP POST 8 H2.SA W/(10)-0.131' z i-i? FRAME TO FRAME SQ 625 O DTT2 W (8),1/4• x 2-/rr SOB SCREWS & i? EPDXY 4.5 COLUMN TO 1685 1685 SYP i2 POST ANCHOR CMU/FTG. (2} CSHP78 OR (2)- CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. 9• END COLUMN TO V J 8x8 SYP n POST 8❑ LENGTHS (TOP & BOTTOM) W (14)-0.131" x 2-12" NAILS EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. 8 FRAME ZO60 20M 10x70 SYP/2 POST (PT IF USED IN AN EXTERIOR APPLICATION) V 8 CSHPiB OR C520 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. 9- END LENGTHS (TOP 8 COLUMN TO 1030 1030 L CL 4x4 SYP 12 POST (PT IF USED IN AN EXTERIOR APPLICATION) & BOTTOM) W (14)-0.131' x 2-1? NAILS. PROVIDE SOLID FRAME BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. ,' M > ax SYP 02 POST (PT If USED IN AN EXTERIOR APPLICATION) 10 (2).6' SIMPSON SDVVC156W SCREWS TOP & BOTTOM OF JAMBSTUD COLUMNS. TOESCREWTO HEADER AND BOTTOM PLATE THROUGH W DE FACE OF COLUMN PER FRAME TO FRAME /V� ', N) �/ 8z8 SYP 02 POST (PT IF USED IN AN EXTERIOR APPLICATION) DETAIL 12(SDWC C3-1?x3-1? ENGINEERED LUMBER COLUMN. PER H7T5KT COLUMN TO FOUNDATION W/(28}i10x2-1? STRUCTURAL COVER SHEET 11 DSCREWS. 518"/LLL THREAD ROD TO CONCRETE WITH SIMPSON SETSG EPDXY. U.N.O. ON PLANS: MIN. B' EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING 8360 5445 3-121151/f ENGINEERED LUMBER COLUMN. PER V STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W 2-1/d" MIN. EDGE DISTANCE. I� T ENGINEERED LUMBER COLUMN. PER STRUCTURAL LSTA78 W(14w.14B" x 2-i? NAILS (CENTER STRAP ON HEADER TO v COVE COVER SHEET /2 STUD) STUDS 1115 1235 S YI-IrZ ENGINEERED LUMBER COLUMN. PER 13 (2)LSTA18 WA14)-D148' x 2-12" NAILS EACH (CENTER HEADER TO STRUCTURAL COVER SHEET STRAP ON STUD) STUDS 2230 2470 CS1/d1151/PENGINEEREDLUMBERCOLUMN.PER T 14 (1}A34 ANGLEW/(8}0.131"x1-12 NAILS 016'O.C. MAX & 8' FROM PROVDE WEB AS FRAME TO 300 PLF 348 PLF STRUCTURAL COVER SHEET EA END. FILLERS REQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) ( LATERAL ) CS,-r V ENGINEEREDLUMBERCOLUAN. PER STRUCTURAL HGAIOW(4)1M'x1-12'SDSSCREVIS&(4)1M'x3'SDS FRAME TO 840 1165 COVER SHEET 15 SCREWS FRAME (LATERAL) (LITERAL) I� 711T ENGINEERED LUMBER COLUMN. PER STRUCTURAL 16 MSTC28 W(28}0.14T x 3.1/d" NAILS CENTERED STUDS TO 2325 2880 V COVER SHEET BEAM/GT -W x71-7/8" ENGINEERED LUMBER COLUMN. PER 17 MSTC40 W (26}0.148' x 3-1M' NAILS CENTERED W 8 STUDS TO 1993 2306 V STRUCTURAL COVER SHEET 21-114' CLEAR SPAN 89' END LENGTHS STUDS I -I- X B-11Z ENGINEERED LUMBER COLUMN. PER 78 HUC410 CONCEALED FLANGE HANGER W (12) 0.167x 3.1? NAILS & (6) 0.148" X 3" NAILS FRAME TO FRAME U =981 R = 18M U = 1077 R = 2166 STRUCTURAL COVER SHEET 19 HTTI W(18}0.787 x 2-1? NAILS WSRI' EPDXY ANCHOR 4.7 COLUMN TO FTC. 3640 SIP: 4325 PSLI VL: 381: STANDARD COLUMN NOTES CONNECTOR NOTES 1. NAIL ALL BUILT/LVLCO STUDCOLUMNS INER DTL. XTERIOFOSISDZ 2. ALL POST/ IN EXTERIOR CONDITION SHOULD CONDI 1, UN LESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL STRUCTURAL MEMBERS: WOCOLUMNS BE P.T. OR WOLMANI2ED. A. TRUSS OR BEAM TO MASONRY (PERPENDICUlA0. CONDITION) NOT APPLICABLE 3. CONTRACTOR TO USE ABU BASECONNECTORS 05PF/SYP SOLID POSTS. ATT EXTERIOR CONDITIONS MwR12p.167k 3}" NAILS &'r' EPDXY ANCHOR MIN. CONDITION), B. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION), WITH A MINIMUM EDGE NOT APPLICABLE DISTANCE OF 3" 7, E T EMBEDMENT C.FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDITION), WITH A NOT APPLICABLE 6X6: ASU66Z w/1[72X0.167z 3]' NAILS & r EPDXY ANCHOR wA&IN. MINIMUM EDGE DISTANCE OF 1-1/2" T EMBEDMENT D. ALL ROOF TRUSS/PURLIN/RAFTER TO FRAME (PERPENDICULAR CONNECTION) �2 /EA. OR aI EA. 8X8: ABU88Z w/(18)0.162k 3#"NAILS &(2)E"' EPDXY ANCHORS w/ MIN. T EMBEDMENT E. HIP JACKS LESS THAN T-0'LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPLIFT OF 535 / EA. OR a / EA. 1000: ASU7010Z wA22) 0.167x 34" NAILS & (2)e"' EPDXY Las.a ANCHORS W MIN. T EMBEDMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. d.POST/LVL INSTALLED WTHIN BRG. WALL TO BE WITHIN TOP G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (31.0.131" AND BASE PLATES U.N.O. ON PLANS. x 3" TOE -NAILS. S. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER COLUMNS. ALL HEADERURAL 2, IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3)-0.131" X 3" TOE -NAILS. 6 5 STRUCTURAL COVER R SHEET FOR COVE SEE L O E EE R ENGINEERED LUMBER 3. STRAP MAY BE INSTALLED OVER MAXIMUM 23 32"SHEATHING USE 2- "NAILS I.LO. 1-1/2-NAILS. / u2 SPECIFICATIONS. 4. PROVIDE STD CUT WASHERS WHEN REQUIRED BYSIMPSON SPECIFICATIONS. SHALL BE WRENCH TIGHT. 3TURN. Q u 7. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER 5. 1/2" ALL THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN. 7" EMBEDMENT TO GROUTED CMU OF JACK STUDS REQUIRED. WALL W/ 2-1/4" MIN. EDGE DISTANCE. MIN. 7" EMBEDMENT TO CONCRETE FOOTING W/2-1/4" MIN. EDGE DISTANCE. 6. 5/8" ALL THREAD ROD TO MASONRY WITH SIMPSON SET-XP EPDXY. MIN. 15" EMBEDMENT TO GROUTED CMU CORE CONTAINING AT LEAST (1) VERTICAL &4 OR i5 BAR. MAINTAIN 2-1/4" MIN. EWE DISTANCE. IF THREADED ROD CAN BE CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO 12". 7. 5/8"ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O. ON PLANS: MIN. 7" EMBEDMENT TO CONCRETE FOOTING W/ 2-1/4" MIN. EDGE DISTANCE. FULL CAPACITY ACHIEVED WITH 12" END DISTANCE FROM EXTERIOR CORNERS. MINIMUM DISTANCE FROM CORNERS 15 2-1/4" WITH A CAPAOTY OF 2650 LBS. BEAM SCHEDULE TAG I BEAM SIZE I CONNECTIONS TO BEAM: SIMP. HU46 OR HUC48 W (12}0.162'X 3}• (2)216 SYP NAILS & (6)-0.148-x 3- NAILS. (21651 UPLIFT=1135) U B2X6 WITH 1? FLITCH TO MASONRY: SIMP.HU46 OR HUC46 w/(8)-714'x 2S/4 TAPCONS & (4)-0.148" x 3. (U-760R2=2000) qqq PLATE ON MASONRY: MSTAM24wA9)-0.148' x 3' NAILS & (5}7/4'x2-1/4• TAPCONS (UPLIFT = 1375) 0 w i TO POST: SIMP. HTS20 OR LSTA78 (UPLIFT=1235) TO BEAM: SIMP.HU48 w1(14)-0A62'X 3}• NAILS& � (2)2z8 02 SYP (6)4148N 3' NAILS. (253D/UPUFT=1135) 7j B2xB WITHITCH TO MAILS PLATE & (10)4. 2t' TAPCONS. (2500NPLIIFTO 1135 R ON MASONRY: MSTAM24 wA90.148- x 3' NAILS & (5}}' x 2r TAPCONS (UPUFT=1375) w TO POST: SIMP. HTS20 OR LSTAIB (UPLIFT=1235) TO BEAM: HU410w/(18)-0.1S7X 3} NAILS & ��...... B2z10 (2)D11042 SW WITH 1r7 FLITCH (10}0.148•X 3- NAILS.(325MJPUFT=1795) TO MASONRY: SIMP. HW100R HUG70 w/ PLATE (10)-0. NAILS & (14} }• z 2}' TAPCONS. /)♦ PUFT' 800) (SAS NRY: M TAM ON MASONRY: MSTAM24 wR9}0.148' z 3' NAILS & � : ' TO BEAM: HU410 w/(18}0.167z 3}' NAILS & (2)Zx12 02 SYP(10}0.148, 3' NAILS. (3250NPLIFT=1795) [OM ASONRY: SIMP. HU410 OR HUC410w/ B2x12 WITH 1? FLITCH 10 148'k3' NAILS & 1dPLATE( .0( } }'x 2t TAPCONS(3500NPLIFT=1B00) N MASONRY: MSTAM24 w/(9}0.118' X 3 NAILS TO BEAM: HU410 w/(18}0.162N 3} NAILS & (10)-0.148-x 3- NAILS. (32rWUPLIFT=1795) o G.Sx11:25 (2)1'755c112S TOMASONRY:SIMP.HW100RHUC410w/ O w '' LVL (10}0.148'x 3- NAILS B (14)- r. 2t TAPCONS. (3500NPUFT=1800) ON MASONRY: MSTAM24.4W.148" x 3' NAILS & ts- (5} r X 2t TAPCONS (UPLIFT = 1375) TO POST: SIMP. HTS20 OR LSTAIS (UPUFT=1 235) y u TO BEAM: HU410 w/(18).0.163Jx' NAILS & p 2S1 (10}0.148"x 3" NAILS. (325=PLIFT=1795) y Z O 3.SX11.875 (2)1.75'z11.875 TO MASONRY: SIMP. HUd10 OR HUC410 w/ > '4 O0 ( }0. 3' NAILS F LVL 10 14611& 14 - ( } }'X 2I'' TAPCONS. (35001UIx z ON MASONRY:RY. MSTAMTAM21 wA9}0.148' z 3' NAILS & .1< U (5} k x 2k TAPCONS (UPLIFT = 1375) To POST: (2) SIMP1 = 4 ) W TO BEAM: SIMP. HU410 d(18 -0ASZ`x 3}' & (10).0A 48' x 3' NAILS. (32500UPLIFT=1795) T 0 TO MASONRY: SIMP. HU410 OR HUC410w/ O (10J0.148'x3'NAILS&(14}}'z2t TAPCONS. y y 83.Sx16 (2) 7.7Sxi8' LVL (3500IUPUFT=18W) w ON MASONRY: (2) MSTAM24 w490.148N 3' NAILS & o (5)-}" x 21" TAPCONS EACH STRAP (UPLIFT=2750) 0 W "NAIL BEAM TOGETHER USING (4) ROWS OF 0.14w x O 3 4"NAILS90hIrO.C. EACH SIDE i TO POST: (2) SIMP. HTS20 OR LSTA78 (UPLIFT=2470) IX 2 ON MASONRY: (2) MSTAM24 wAg).0.148'4 3" NAILS & a a 35.2506 (3)1.75'x16' LVL (5)-j" x 2k TAPCONS EACH STRAP(UPLIFT = 2750) Z p 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF O r OL iR f�p 0.148'X 3}'NAILS 08'O.C. EACH SIDE 00 = U W_ TO POST: (2) SIMP. HTS20 OR LSTA78 (UPLIFT=2470) m O Q F Uj ON MASONRY: (2) MSTAM24 w/(9)-0.148'X 3" NAILS & j rc H B35x20 (2)1.7Sx20"LVL (5}}'x2}' TAPCONS EACH STRAP (UPLIFT= 2750) 0 p0, Z 0 z 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF u z zZ 0.148'x 3}' NAILS 0 6' O.C. EACH SIDE U O W J STANDARD BEAM NOTES p fJ (' - H 1E 1. NAIL ALL (2) 2X BEAMS TOGETHER USING (2) ROWS OF 0.148" x 31" NAILS 0 H y UJ Y1 12-0.,. (TYP. ONE SIDE) USE 3 ROWS WHEN 2,10 OR LARGER, MIN. 2-FROM f J Z m TOP AND BOTTOM OF BEAM, NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS /A p v' OF 0.148" x 34' NAILS 0 8'0.c. (TYP. ONE SIDE) MIN. 7 FROM TOP AND BOTTOM O E U1 8 OF BEAM _1 LIJ 2. VERIFY wIPLAN CORRECT LENGTH OF BEAM REO'D. (MIN. 2`BRG. EA END OR < 0 MIN. 7 BRG. ON MASONRY) W 0 O 0 G 3, SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. r IY W ` z 3 y 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT C0 WRITTEN APPROVAL FROM THE E.O.R. 0 wQ U 2 S. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS C S. SIMPSON HTS20 MAY BE SUBSTITUTED WTH SIMPSON HTS20-REV 09 C w OO Q N z N w w O o DO � 40 � o O 2P zN 00 0 in S4A in 00 W 70 U rL m J - 0 <4 F � S W Z IL Zw LyO - m r H WO a Q J U)o y 0 F p }} ooa MiDF z Z y f 0 o sTRLx-rLJRu ETIG: TH d ORAFi_ w O w z STRUCT: N 0 .I.- CC 7 Q F W JOS No. STAR-18158 NOTES & Z W SCLE AS INDICATED d1TE: iiN7=172023 CONNECTOR LEGEND w 0 S5.2 �a 4x� 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) 13WOR 1387-KR 138&M 1387-AR I 1386-K 1388-LR 1387-B 1386-N BUILDING KEY NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 81-0' 2.4 SYP 02 @ IS' O.C. MAX 20 SYP 02 @ 16' O.C. MAX 91-0' 2.4 SYP 02 ® 18- O.C. MAX 2.4 SYP 92 Q 12' O.C. MAX 9'-4' 2.4 SYP 02 ® 12' O.C. MAX Zx4 SYP #2 0 12- O.C. MAX 101V 2x4 SYP 11 ® 12' O.C. MAX 2x4 SYP 010 8' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE W-C' 2.4 SYP 02 ® 16' O.C. MAX 2x4 SYP 02 ® Is- O.C. MAX 9'-0" 2x4 SYP n ® 18' O.C. MAX 2x4 SYP 02 ® 16' O.C. MAX 9V' ZA SYP 02®IS- O.C. MAX 2.4 SYP 02®IS- O.C. MAX 101-0' 210 SYP s2 @ 12' O.C. MAX 2x4 SYP t2 ® 12- O.C. MAC EXTERIOR FRAME WALL NOTES i. WALL STUDS WITHIN SIFT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON TH FRAMING PLAN. 3. SEE DETAIL VUF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAIUNG PATTERN. 3.1 NOTE' CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.8 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 02 @ Is- O.C. MAX U.N.O. ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. ATALL WINDOW I DOOR OPENINGS ® 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - WS02/SD3 OPENING SITTING ON WOOD BEAM - W546/SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL W608/SD4 U.N.O. 4. IF SHEATHING IS MOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WFIG/SD4 AT ALL LOCATIONS AS REQUIRED. S. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN c.. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND = 9'-1- T.O.W. I ST FLOOR INTERIOR EXTERIOR BEARING WALL = &A" T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL =ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHONM DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES SECOND FLOOR FRAMING PLAN 1/8"=1'-0" 0111111ll i5 X Z Oa LL C V Z Z 2 O� U `W`^^ vJ 00 zo Mj �s OF g13 -. C 2 t .0 R it Ina z j g a 8;e R OYn `4 QO E "a � a cI16a: cc Q w .IOB No. STAR-18158 2 B�ALI=� AS INDICATED wj DATE: 1W7/= N o S5.3 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. �-W= r" = INN om EXTERIOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE B'V' 2x4 SYP #2 ® 1S' O.C. MAX 2x4 SYP 02.IS' O.C. MAX 91-0' 2.4 SYP •2 Q 16' O.C. MAX 2x4 SYP #2. 1 Z' O.C. MAX 9'<' 2.4 SYP M2 ® 12- O.C. MAX 2x4 SYP i2 012- O.C. MAX 101-T 2x4 SYP 41 •12' O.C. MAX 2x4 SYP 010 8' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIORZONE END ZONE 81-0' 2x4 SYP 02 016' O.C. MAX 2,4 SYP $2 ® 1S' O.C. MAX 91-0' 2.4 SYP 02 ® 1S- O.C. MAX 2x4 SYP 02. 16- O.C. MAX 74" 2x4 SYP #2 ® 16' O.C. MAX 2x4 SYP #2016- O.C. MAX 101.0" ZA SYP 02.12- O.C. MAX 2x4 SYP t2 Q 12' O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WTHIN SFT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE FRAMING PLAN, 3. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO . BE REMOVED AND REPLACED, IF MORE THAN 20%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF i2.16' O.C. MAX U.N.O.ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW I DOOR OPENINGS • 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW 2-STORY FRAMING - W502ISD3 OPENING SITTING ON WOOD BEAM - WS46/SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD4 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF7OSD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.s. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND = 9'-1- T.O.W. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL = 8'-1' T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL =ALIGN WITH COLUMN ABOVE IF THE TRUSS BUILDER NOTE:LAYOUT SHOWN DO S CH THE TRUSS MANUFACTURERS LAYOUT ---STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES %,,11I1111'111 i Cu d OZ J a r -� O 04 p$ ZZ cazn>g 02 u a§ � ��9zo � i M a C -a ` c r R Z_ 0 In H j V X m J of - _ < Z =a0 - 0 1.- � WO E TH rc oc cL1ECK: cc 0 w ATB No. STAR-18158 Z SCALE AS INDICATED W MTE: IIM7 d13 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND SECOND FLOOR FRAMING PLAN H N Q S5.4 Q COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SYP#2 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WALL SEGMENT IMENSIONED THIS DETAIL}SALL BE 1 STALLED CONTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING, SHEAR WALL 12)-2x TOP PLATE PER PLAN. - NAIL SHEATHING VN (2} ROWS 0.131" x 2-117 NAILS & 3" O.C. SHEATHING TO HEADER W/ I 0.131' x 2-1 IT NAILS AT 3' O.C. HORIZONTALLY BVERTICALLV AT PORTAL FRAME. ... 3-12" x 11-1/4" HEADER PER PUN. i I 1 EXTERIOR SHEATHING & NAILING PER DETAIL WF10/SD4. ELEVATN3M V AND AbD3-38x 9Pi75T06SUNDER 2ND I MIN (3}2x JACK & (1}2x KING STUD FLOOR JAMB COLUMNS. JI N2Vx SECTIONTUDS @ WALL (3)-2x JACKSTUDS (GARAGE OPENING) j MIN. 7116' STRUCTURAL 1 SHEATHING, OR ISW EXPOSURE; SHEATHING, }} I KING(STU�D. NAILED PER SUNDARD I I CONTINUOUS FROM BOTTOM I I HEADER NOTES i PLATE TO MID -HEIGHT OF FLOOR SYSTEM. NAIL ALL EDGES TO STUDS OR COLUMNS W/ 0.131 "x2-12' NAILS @ 3' O.C. (2)-2x BOTTOM PLATE. NAIL TO & 3' O.C. IN THE FIELD. SHEATHING W/ (2) ROWS 0.148" .3' I NAILS 0 3' O.C. 2 2x BOTTOM PLATE. NAIL TO SHEATHING W/ (2) ROWS 0.148'x3' NAILS 3'O.C. FOUNDATION PER PLAN. EXTERIOR ELEVATION W2 GARAGE PORTAL FRAME 12"=1'OP a Z Z w a O i F- Z LU (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. SP END LENGTHS. (2)-2x BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN THIS DETAIL FOR CLARITY. 3.5" x 11.25 HEADER PER PLAN. (2)-LSTAI8 OR (2KS20 STRAP W/ 0.148" x 3' — ,�1 V NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. S" END LENGTH OVER Z JACK STUD. (2)-2x BLOCKING BETWEEN STRAPS Z AND HEADER LU (GARAGE OPENING) O HTT4 BASE CONNECTORS W/ (18) 0.162" x 2-12' - } NAILS & 5/8' THREADED ROD WI MIN. 12' EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET -XP EPDXY. MIN. 2-1/4' EDGE Z DISTANCE FROM FACE OF CMU LU W/ (8} 1/4• x 2-12• SDS SIMPSON DJr i.) SC EWS(T(T2Z ANCHOR S♦iA}LL HAVE M N r EMBEDMENT BELOW LOWEST GARAGE OR PORCH SLAB WI SIMPSON SET-XP EPDXY. .. - .. - 'FOUNDATIONPER PLAN'.• (1)ANCHOR BOLT CENTER OF SMEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET. INTERIOR ELEVATION OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND 2. OR (2)- BLOCKING PER SCHEDULE AT ALL PANEL EDGES ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF ��IIII���\\\ AND SPLICES. (3}0.13J X 3' TOENAILS EACH END. AIL A SINGLE OPENING LARGER THAN 16" WIDE x 48' TALL IS REQUIRED, OR IF 1 \ PANELS TO BLOCKING VATH EDGE NAIL SPACING. THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS I \ EXCEEDS a SO, FT. (2}2X TOP PLATE, III 1 ►kill\l\i\\1i11SHEATHING CONTINUE ABOVE AND ------�I ii � I PLAN. 11 I I ,. I � - 1 I � I 1 I ON FRAMING I IFRAMING III i I y 3* TOE -NAILS OR �1 I� TYPICAL INTERIOR SHEAR WALL 3/4'=1'4T RST ANCHOR AT 4- TO Bf FROM ENDS OF WALL DTTOM PLATE SPLICES, OR HOLD-DOWNS. WALLFRAMING& - FLOOR SHEATHING& FLOOR -TO LOGR NAILING PER PLAN. CONNECTIONS PER PLAN. (2).2X8 SYPA2 JOIST. AIL 16'TALL 2x4 SYP82 VERTICAL. PLIES TOGETHER W/ (3) FASTEN FLOOR NAIL TO O.S.B. RIM BOARD W/ 0.148' x 3' NAILS @ T O.C. SHEATHING TO TOP (2)- ROWS 0.131"x 3" AILS Q & 7 FROM EA. END. PLATE OF SHEAR WALL 3' O.C. (10 AILS TOTAL). W/ (2) 0.131' x 2-1? NAILS @ 4- O.C. 2x4 SYP92 BLOCKING @ 3W SHEATHING 24" O.C. W/ (2) D.I48' x 3" I TOE -NAILS EA END. 1-1 /&' O.S.B. RIM BOARD , FLGOR SYSTEM PER HUC2B.2 W/ (10).0.162" x 3-12' AILS PLAN. 2-HOUR OUR AREA SEPARATN TO CARRYING MEMBER 8 (4).0.148' x ASSEMBLY PER PARTY 3- AILS TO (2)-20 JOIST. WALL DETAILS. - AT HANGER LOCATIONS, INSTALL SHEAR WALL PER MIN. 12" LONG BACKER BLOCKS ON PLAN, BALLOON ,..:. I.... BOTH FACES OF I -JOIST PER JOIST FRAME TO FLOOR` MANUFACTURERS WRITTEN SHEATHING. WALL FRAMING & SPECIFICATIONS. FLOOR -TO -FLOOR CONNECTIONS PER PLAN. 1401STS PER PLAN. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. ((WF1W7 FLOOR FRAMING AT STAIRCASE 3/4"=I'-0" 1"=l'4T REFER TO DETAIL WF07/SD2 FOR CONSTRUCTION REQUIREMENTS. r SHEAR WALL END COLUMNS AS INDICATED PER FRAMING PLAN. OPENINGS SHALL BE LOCATED AWAY FROM THE END OF THE WALLAT LEAST 15 OF THE WALL HEIGHT. - MID SPAN WALL BLOCKING U.N.O. ON FRAMING PLAN - STRUCTURAL SHEATHING PER SCHEDULE - END OF WALL ANCHORS PER FRAMING PLAN. NOT USED COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Uni �O -" O) j Z N V � a!8 LL o a Z O �'^ = H! J J o g� C) � V-z o3 Q 3: =0 � 6 i N M. ? � o w v m Cm ` c O o Z 0 O 2 � C W c E a yD0 u o In - R S O.C. Z - w =a0 - x z - a J X Z W LLI O <wo -C J z 0 F a Ny Q Of w co F- • z i p &TRUCTUPAL ENO: TH H ORAFnNc: O � STRl1CT: Jv 3 � !]C CHECK: CC w JOB No. STAR-18155 t SCALE: AS INDICATED w DATE: 11N7=1 Q 0 0 S6 GARAGE BUCK DETAIL DORMER FRAMING DETAIL 9 PSON... _.. DIAGONAL TO BEAM 2x6x12 CENTER BUCK 3Ar DIA ANCHOR CENTERED 2xe P.T. BUCK EACH SIDE OF OPENING (5)10ex5- LAG BOLT AT EA. DOOR BUCK E0. SIDE OF DOOR. PROVIDE 2 x 3/1S' THICK WASHER W EA ANCHOR. (1d BOLT TO BE S' MAX. ABV. CURB, REST EO SPACED -24' O.C.) END VIEW w/ CMU HEADER (SEE PLAT 7116' O.S.B. EA, SIDI 2x SLK'G. TO O.S.B. (2) OI31' x 2-12' NA EACH END EEN��D VIEW W/ WOOD 9FU)\ ARCH WINDOW FRAMING DETAILS 12'=l'47 1" / 3/4'=I'-T O2x STUDS @ 16' O.C. FOR KNEE WALL F @ 32- O.C. STUD TO ROOF FRAMING OLSTA18 B BELOW, SLIT ROOF SHEATHING FOR STRAP CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2) 0.162 x 310 NAILS EACH OEND TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE ROOF FRAMING BELOW AND CONNECT w/ SIMPSON HTS20 @ 32 O.C. OROOF FRAMING TRUSS PER PLAN BELOW A J O2x F PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CF01/SD3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPUER B O^ G DOUBLE -1 PLATE V H O SIMPSON H3 OR H6 @ EA. END OF TRUSS OR RAFTER ^ E> COMMON TRUSS ING PER ^V O AND ROOF NS MPER UAL SHEATM PER PLAN V ROOF TRUSSES PER PLAN CURVED OCURVED K RAFTERS w/ (2) LAVERS 3/4' CDX SHEATHING NAILED @ 6' O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT W NDOW OPENING IF REO'D NOTE: ROOF SHEATHING MUST BE APPUED AND FASTENED TO ROOF FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGA70 @ 32' OC SIMPSON HGA10 @ 32 W/ (4)1/c z W SDS TO TOP O.C. W/ (4) 1/4S.3- SDS PLATES & (4)1M'x 1-12' TO TOP PLATES & (4) SOS TO TRUSS 1/411-12' SDS TO TRUSS SHEATHING NOT REDID SHEATHING NOT REDID TO BE CONT. @ THE TO BE CONT. @ THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE Dc TOP PLATE FASTEN SIDE WALL BEAM PER PLAN SHEATHING PER PLAN. EXT. SHEATHING; SIMPSON H10A ..PER PLAN DIAGON PLATE SEE TYPICAL HEADER SHEATHING PER PLAN SHEATHING PER PLAN 'TYP. TRUSS RAMING DETAILS FOR USS TO FRAME RAMINGkDDIT TYP. TRUSS TO FRAME CONNECTION PER NFORMATION CONNECTION PER STO. CONNECTOR STD. CONNECTOR NOTES HEADER CAN BE NOTES -� FRAME OUT TO BLOCK :ITHER UPSET OR EDGE AS READ )ONMSET) FRAME OUT TO BLOCK EDGE AS READ x W/ (2) D.162 x 3-I/I 'OE -NAILS EACH END LAST STUD OF I 7' Y't 3) 0.162 x 3-1/INAILS TYP.) 'x4 SPF CONT. (LOCKING ATTACH TO 716- OSB W (2) 1.131' x 2-12' NAILS '/16' OSB EACH SIDE, V/ 0.113' x 2 NAILS @ 6 O.C. TO SIDE & TOP 4AILER x BUCKS, LAST STUD OF KNEE WALL r KNEE WALL JOINING UP JOINING UP TO MAIN HOUSE TO MAIN HOUSE WALLS SHALL BE ATTACHED TO (2) Zx TOP PLATE WALLS SHALL BE MIN. (2) Z. FULL HEIGHT WALL ) ATTACHED TO MIN. STUDS W (2) 0.162 x 3-1/P I (2) 2x FULL HEIGHT NAILS @ 12 O.C. I WALL STUDS W I (2) 0.1ST x 3.12' NAILS MIN. 2x4 SPF 82 KNEE WALL (2) 2. #2 SYP SEE PLAN @ 12- O.C. WITH STUDS 18' O.C. W FOR BEAM SIZE 2z4 SPF #2 KNEE WALL STRUCTURAL SHEATHING WITH STUDS @ Is - ON BOTH SIDES FROM TOP I BUILDER FRAME O.C. W STRUCTURAL OF WALL TO BOTTOM OF RADIUS AS REO'D SHEATHING ON BOTH BEAM. ATTACHED PER I SIDES FROM TOP OF NAILING SCHEDULE I WALL TO BOTTOM OF OTHERWSE SP2 CLIPS BEAM. ATTACHED PER EACH STUD TO DOUBLE TOP NAILING SCHEDULE PLATE AND SPI CLIPS EACH STUD TO BOTTOM PLATE KNEEWALL AT DOWNSET BEAM 2x RAFTERS SEE - SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION 3/4'=V'T I v SIMPSON LSTA18 IF USED IN LIEU OF COLLAR TIE 2. COLLAR TIE (MATCH TO RAFTER SIZE) LOCATED IN UPPER 3RD OF ATTIC SPACE. ATTACHED TO RAFTER W (4)1.131' x 3' NAILS. NOTE: SIMPSON LSTA18 CENTERED AT ROOF PEAK WRAPPED OVER RAFTERS & FASTEN W (7) 0.148' x 2-1? NAILS TO EA. RAFTER CEILING JOIST LOCATED AT THE BOTTOM OF THE ATTIC SPACE. SEE SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION F2 CONVENTIONAL DORMER RAFTERS 9' MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 0.162x 3-10 NAILS @ EA END. SEE ELEV. FOR O.H. SIZE OT NE' ALL GABS BLOCK AR- SAYS @ EA DIA.. AS SHOWM. BRACING IS TO BE FASTEN OOFSMEATHING TO BLOCKS W WHERE O.H>9'. SYP#2 OR BETTER 0.131'x 2-12' NAILS @ 6' O.C. (4) BAYS MIN (1) REFER TO GEM-02 BAY AFTER BRACE IS REDD) \ 12 12 2x6 SYP #2 DIAGONAL BRACING @ 46' O.C. MAX AS REQUIREDPER GABLE BRACING (5) 0.14Bk 3' NAILS DIAGONAL \ CHART BRACE TO 1�12 \ GABLE BRACING (+) BLOCKING MAX SEE CHART MID HEIGHT OR Y PROVIDE 2x4 BRACE 1 113RD HEIGHT BEAM CONNECTION TO .DIAG. ADJ.STRONG BACK FRAME WALL CONNECTION FASAS REO'D PER w/(2)0.162-x3-12' 2x6 SYP 02 GABLE BRACING GABLE END TRUSS NAILS A CHART O PER PLAN. TYP. DIAGONAL i BRACING, SPACED A GABLE END REDO GABLE END'L' AND/OR T air O.C. SHEATHING 0. BRACING STRONG BACK PER GABLE WHERE O.H > 9', END BRACING CHART REFER TO GE3USD2 BEGINNING 6'd FASTEN PER FROM EAVES ` PLAN. 2x4 SYP 92 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFY WHICH @ 16 O.C. MIN (2) TRUSS BAYS S MAX PLYWOOD CONDITIONNTAC IS REQUIRED. CONTACT FOR BACK FROM GAGE END (MIN. 48') CANy FOR ADDITIONAL INFO AS REQO A23 DIAGONAL TO TRUSS BOTTOM CHORD. REFER TO GE02 FOR READ PLYWOOD BRACING TYP. SHEATHING & 2x4 SYP 02 BOTTOM NAILING PER CHORD BRACING @ 1S' F PLAN SHALL O.C. FOR FALSE BEAM RUN Coll ATTACHMENT W (3) ACROSS GABLE 0.1485c 3' TOE -NAILS TO BOTTOM OF EA. END MIN. (2) LL FALSE BEAM. TRUSS BAYS BACK ATTACHED PER FROM GABLE END NAILING (MIN. 4(r) 13 SCHEDULE 2. TOP PLATE TO MIN, Z14 SYP 12 GABLE END W/0.148k STUDS @ Is- 3-114' NAILS @ 6 O C GABLE BRACING CHART H GABLE BRACING + UP TO TIT NO BRACE REQUIRED 3'3'<H64'-10' (1)2x4 L-BRACE 4'-10- H *94r (2) 2x4 L-BRACE (SEE SECTION A -A) 66'<H61Z6' STRONGBACK & DIAGONAL MID- HEIGHT126' < H&M'-(' SRACEA@ STRONOBACK & (2) DIAGONBRACES @ 1/3 AND 213 HEIG SEE GABS ------- / CONNECTION DETAIL FOR REDD CONNECTIONS 2x4 ATTACHED TO EA .i GABLE 2x4 BRACE WTH(2)0.146x 3' NAILS (1) A23 FROM STRONGBACKTO I O.C. W SINGLE 2x4 SYP #2 FRAMING BOTTOM & TOP DIAGONAL BRACING FOR FALSE BEAM @ Is- O.C., IF REQ'D W 14) PLATE W/ (3) 2z4 L6RACE IF READ 0.148'x 3- NAILS @ EA. TRUSS 0.148'x 3' NAILS SEE CHART. BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2z4 SYP #2 HORIZONTAL PER PLAN 0.148k 3' NAILS BLOCKING @ 16 O.C. W/(3) IF REQ'D 2x4 02 SYP @ 6' O.C. 0A48'x 3' NAILS EACH END BLOCKING BETWEEN GABLE VERTICAL CLEAR SPAN CONNECTION STUDS ONLY IF FRAME DOWN TL. 2ND 2x4 L-BRACE IF IS A SINGE Dc 1 READ, SEE CHART NG�� 216 ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WDE A -A GABLE VERTICAL L-BRACING 0.14 .0 NAILS :� GABLE END @ FLAT CEILING CONNECTIONS GABLE END BRACING (140D or 150C) n STRONGBACKDETAIL 3/4'=1'-0' 3/4'=1'-0' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L-C. Any use, duplication, or transfer of these documents without the (2) 2. #2 SYP SEE PLAN FOR BEAM SIZE I (2) 2. PLATE I (2)2x SYP#2 TOP PLATE - I WALL SHEATHING PER - I WF70/SD3 FASTEN I SHEATHING TO HEADER I` BUILDER FRAME WITH RSRS-01 I- RADIUS AS REDID (0.113'x23W)RING SHANK NAILS IN 3' GRID KNEEWALL AT UPSET BEAM (Ceiling AtI led to Rabrs) Live Load = 20pd, Dead Load - 20pd, U6u240, Flezbb Finish finolwins G beardl PATTERN & 3' O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) 3/4'=1'-0' 2x STUDS AS REO'D @ 16' O.C. w/ (3) 0148' x 3-1/4' TOE -NAILS TOP & BOTTOM NOTE: IF PANEL SPUCE - ISNEEDED IT SHALL OCCUR WITHIN 2/' OF 2 MID4HEIGHT. BLOCKING IS NOT REQUIRED. SYP#2 RAFTER SPANS SPACING (in.) 2x4 (fttin.) 2x6 (ftin.) 2x6 (fttin.) 2.10 (ft4n.) 2z1 (ft-in.) 12 9-0 136 17-1 203 23-10 16 76 116 146 176 206 19.2 7-1 106 136 1fi-0 18-10 24 6-4 96 12-1 144 16-10 NOTES: 1) Span shall be measured along the horizontal pmjackn of the raft,. 2) Rafterovarhangs shall not-sed8w lesserof 1/3of the rafter span or 2 bet CEILING JOIST SPANS SCHEDULE (Uninhabitable Atli- W81om S..ge) U. Load = 10psf, Dead Load = Spd, USLL = 240. Flezbls Finish (Indudir. Gvosum board) SYP#2 CEILING JOIST SPANS SPACING (in.) Dc4 (ft:n.) 2x6 (ft-in.) 2x8 (ft4n.) 2z10 (ft-in.) 12 11-10 1" 24-7 206 IS 10.9 16-11 21-7 25-7 19.2 10-2 15-7 1" 23-6 24 93 13.11 17-7 2' 11 2x4 BLOCKS, 0.131-x 3' NAILS @ EA END. BLOCK ADJ. BAYS @ EADIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/ 0.131'z 2-12' NAILS @6'O.C. HTT4 W/ 5AP ALL - THREAD ROD, 7- MIN. EMBED AND MIN. 1.75' EDGE DISTANCE USING SIMPSON SET EPDXY OR EQUIV. ATTACH TO COLUMN USING (19) 0.162' x 2 12' NAILS FOUNDATION PER - PLAN; SEE MF1D/S3 FOR CORNER BARS TOP & BOTTOM -0 *li FULL SHEET OF SHEATHING FROM BOTTOM OF HEADER/LVL TO TOP OF TOP PLATE SEE PLAN FOR HEADER ^ OR LVL. AT GARAGE. p HEADER OR LVL READ 0 TO BE FULL LENGTH OF� GARAGE MIN (4) 2x SPF 82 STUDS m @ EA END./ (2) SIMPSON Qo LSTA30 ON OPPOSITE SIDE OF SHEATHING w/ 0 (22)0.148' x 3' NAILS EA w WALL SHEATHING PER p WFID/SD3 W10.131' x 2-IrZ NAILS@3'O.C. IN ALL 10 FRAMING `STUDS BLOCKING, TOP PLATE, j BOTTOM PLATE) - TYPICAL 0. 2x SYP 12 PT SILL PLATE; w IF OVERALL DIM ALLOWS F ATTACH w/J-BOLTS! O EPDXY ANCHORS @ 32 E PLAN O.0 PER BRG WALL < SCHED. NO BOLTS wAh 12 Z OF BASE CONNECTION s PORTAL FRAMING DETAIL 1r.=I'4r SHEATHING PER PLAN WHERE O.H. IS > 9% REFER TO GE31/SD2 CONT. 2.4 (5) O131-x 3' NAILS NAILS BRACE TO BLOCKING k GABLE END PROVIDE 2z4 BRACE 3_ SHEATHING FASTEN TO EA. ADJ. DIAG. T PER PLAN FASTEN TO DIAG.w/(2) 0.131'1c 3' NAILS. SPLICE AS REDID GABLE-V BRACING, SIMPSON H70A DIAG. SEE CHART FROM TO BLOCKING DETAIL GE02 GABLE BRACING AT RIDGE AND @ 48' O.C. MAX. 45' FROM TRUSS PER PLAN HORIZONTAL (+/-10'). NO DIAGONAL BRACE TYPICAL TRUSS TO IS REQUIRED FROM FRAME CONNECTION. THE TRUSS HEEL TO SEE STANDARD THE HIP JACK GIRDER CONNECTOR NOTES INTERSECTION. 14 IN WALL PER PLAN (FRAME WALL SHOWN; MAY ALSO BE PROVIDE Zz BLOCKING MASONRY) FOR NAILING PROVIDE BLOCKING BETWEEN TRUSS BAYS 2x4 SYP#2 BLOCKING @ 48' O.C. FOR FIRST 3 BETWEEN TRUSSES BAYS w/(2) 0.162k 3-12' TOE -NAILS EA END EO GABLE END FLAT CEILING W/ BOSTON HIP 3/4'=1'47 ;xpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. TH � sraVcr: Jv � ac cHEac: co O w JO6 No. STAR-18156 r 6GlE: AS INDICATED w MTE: 11N72023 =1 SD1 NOTE: PLATE LENGTHS MUST BEAT LEAST tr ' LONG. TYP. TOP SPLICE• DOUBLE 2X4 TOP PLATE SIMPSON OTC, (2) ATTACH a4 STUDS TO TOP 0.131' x 2-1? NAILS PLATE WI (3) 0.7489 37/4' INTO", TOENAILS TYPICAL AT AL NAILS TO 2-Ir NAILS TRUSS PER PLAN 0.131'x PLATE TOP PUTE LOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD PIPE OR DUCT WI (2) 0.146'k 3' NAILS @ 3' O.C. PENETRATION OF MORE WITHIN 48' OF SPLICE THEN THAN SD% OF TOP (2) ROWS 0.148"x 3' NAILS @ PLATE WIDTH INSTALL 8" O.C. OTHERWISE SIMPSON PSPN518Z WI (12) 0.162"x 31? NAILS TYP. TOP & BOT. ATTACH 2x4 STUDS 2) (0.148'x3' NAILS @ 3 TO TOP PLATE WN O.C. WITHIN 48' OF (3) 0.748Y }1M' / SPLICE THEN (2) ROWS TO NAILS TYPICAL 0.148,x 3' NAILS @ 8' AT ALL LOCATIONS O.C. OTHERWSE 214 WALL BEYOND AGAINST 2x8 STUDS tg, ATTACHED PER M4y (WFO85D2) ATTACH 2x8 STUDS TO TOP PLATE W/ (4) 0.148k }1/4' TOE -NAILS TYPICAL AT ALL LOCATION EACH END 2x4 SYP N2 RIBBON NAILED TO EACH (4) 0148 x 3" NAILS ANOTHER METHOD OF 0 TYPICAL TOP PLATE SPLICE @ BRG. WALL 2x4 SYP N2 BLOCKING, 3/4'=1'4T • 24' O.C. WI (2) 0.148' z 31/4' END NAILS VERTICAL BLOCKING 8 0.131• x 2-1/! NAILS @ C O.C. WALL SHEATHING PER RIBBONS ARE NOT SEE GE PLAN REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W/ (3) O.t31'z3' NAILS. 2z WALL, SEE PLAN TO SPAN THE 2x4 SYP N2 VERTICAL OVERHANG DISTANCE, BLOCKING, NAILED TO STD CONDITION @FRAME WALL OR IF THE DESIGN TRUSS OVERHANGWI PLANS SPECIFY (3) 0.131'X3' NAILS. @EA BLOCKING TO SUPPORT. REFER TO yMO BP®51�MPN; FOR BLOCK Dt PLATE MANUFACTURER5 BLOCKING EVERY INFORMATKIN TRUSS PER PUNTRUSS PER PLAN SPECIFICATIONS 8 OTHER TRUSS (48' O.C. DESIGN PLANS. MAX) 0.146' x 3' NAILS (2) NR08P®5/70 MPH: TO BOTTOM CHORD MULTIPLE VERTICALS & •xA1Np BLOCKING O EVERY @EACH END OF RIBBONS REOUIRED IF EE TRUSS (24" O.C. MAX) BLOCKING OVERHANG EXCEED524' p0 FLIT CORNICE TRUSS BRG. & (2) 0.148• z 3' NAILjP2.(4SYP#2FLAT , @ 24" O.C. PER CONNECTIONS PER BOTTOM CHORD8'x31M"END DESIGNPLAN@EACH END OFACH END. PLANS ' SOFFITS S OVERHANGS BLOCKING `(' PER DESIGN PLANS. SVP COMMONATHING PER 1 FASTEN SOFFITTOROOF TRUSSES � J17 MAX. 17 MAXCORNICE, EXTERIOR PER PUN. ,EE PUN SOFFIT OVERHANG WALI� AND RIBBONS ROOF SHEATHING & NAILING A I ALT. BLOCKING @ FRAME CONDITION �WALLCLIPDETAIL(150MPHEXP.CMAX)(150MPHEXP.CMAX) 314•=1'4T 2X CRIPPLES @ Is- O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE • WMEN STUD LENGTH IS - ITUSE LSTA30 STRAPS AT EA, STUD WRAPPED OVER TOP PUTE & NAILED TO HEADER EA SIDE YW (11) 0.148"x3'NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.148" x 3.1/4' NAILS STAGGERED @ 11' O.C. EA. FACE OR (3) ROWS 0.146' x 3-1W NAILS STAGGERED @ 12" O.C. FOR 2X70 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY RED'D. IF WI SHEATHING CANT BE INSTALLED PER WFIGISD4) FILLING AND BLKING AS REDD W/ (2) ROWS OF 0.148'x 31M•@16' O.C. TO HEADER LINO 2X STUDS TYP. ATTACH JAMB STUDS PER WFOB/SD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET PER DESIGN PLANS OR PER PUN. LENGTH PER PLAN MANUFACTURER'S WRITTEN SPECIFICATIONS. DOUBLE 2X4TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2x4 ON TOP WALL OR PRE - ASSEMBLED WALL OF D18 TO PAD OUT TOP PANEL 3' PLATE. ATTACH W/ -121 O0.148"z NAILS @ 8O.C. 0.148"x 3' NAILS 3' O.C. (FOLLOW NAILING (SOLID BLOCK WI2X6) REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) eB• TOP SPLICE - DOUBLE2z8TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) V MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO GE31/SD2 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO GE02 FOR GABLE WEB BRACING INFORMATION VALLEY TRUSSES BEHIND GABLE OF PRESENTf, SHALL BE CONNECTED TO COMMON ROOF TRUSSES PER TRUSS SUPPLIERS SPEGFICATIONS. VALLEY GABLE TRUSS PER PUN. GABLE SHEATHING& NAILING PER PUN_ 24 SVPlt2 PLATE BEHIND VALLEY GABLE TRUSS. TO EA. COMMON ROOF TRUSS W/ (2) 0A67 x 3-117 NAILS @ 2P O.C. MAX. ATTACH VALLEY GABLE TRUSS TO EA, TRUSS BELOW W/ (3) 0.167 x 31? NAILS 2x BLOCKNG W/ (3) 0.148• X }i W TOE -NAILS EA. END SOFFIT SUPPORT FOR OVERHANGS > 12" / VALLEY GABLE CONNECTION - 150C MAX. 1"=1'fi• " •//r(I FLOOR SYSTEM PER j I PUN, NOT SHOWN THIS DETAIL FOR \� CLARITY. (2}2x TOP PLATE PER PLAN. NAIL SHEATHING WI (2)- ROWS OVERLAP TOP PLATE 0.131' x 2-1? NAILS & 3' O.C. AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT SHEATHING TO HEADEEjjii WI 0.131'#-1? UP COLUMN BELOW W NAILS AT 3' O.G. HORIZZTNIALLV b (2)()148.3' NAILS VERTICALLY AT PORTAL FRAME. TOP PLATE CORNER TRANSITION MIN (3)-2x JACK & (1)-2x KING ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVPN2OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2}CS20 STRAP W 0.14ra' NAILS ON INTERIOR FACE OF WALL STRAP CONTINUOUS FROM COLUMN ABOVE TO JACK STUDS. MIN. 9' END LENGTHS. (2)-2X BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. SHEAR WALL SEGMENT T((DIMENSIONED THIS DETAIL)SHALL BE INSTALLED CONTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. SHEAR WALL lilt] _'� tt1 3.5" x 11.25 HEADER PER PLAN. Itl 1 IIHI (2)-LSTA36 OR (2)-CS20 STRAP WI0.14W x 3' - NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. VEND LENGTH OVER JACK STUD. (2}2x BLOCKING BETWEEN STRAPS AND HEADER (3)-2x JACK STUDS- MIN. 7/16' STRUCTURAL 1 SHEATHING, OR - 15G7 EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO BLOCKED OVERHANG: W TO YAt(. 121 ROOF SHEATHING 2'-0' OVERHANG TO SUB -FASCIA CONTINUOUSTH IGHT OF FLOOR SYORFACE 88IL LOCKING@3"O.C. SIMPSON HTT4 BASE IN OF WALL FROM BOTTOM PLATE TO TOP PLATE. NAIL CONNECTORS Np(18I ALL EDGES TO STUDS OR COLUMNS W 0.162'z2-1? NAILS & 516' 0.131" z 2-7? NAILS @ 3" O.C. & 3" O.C. IN OOF SHEATHING & NAILING THREADED ROD WI MIN. 17 THE FIELD, ER STRUCTURAL COVER 2X4 SYP. N2 SUS*ASCIA EMBED BELOWCURB TO OTES. SHEATHING SHALL E CONTINUOUS FROM END 2,4 SYP. N2 BLOCKING @ Is- FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-, W EDGE i (2}2x BOTTOM PLATE. NAIL TO _ F OVERHANG TO MIN. 7d' O.C. w/ (3} 0.13/' x 3' DISTANCE FROM FACE OF SHEATHING W/ (2) ROWS 0.148' x 3' EHIND GABLE TRUSS. TOENAILS EA END CONCRETE CURB NAILS @ 3. O.C. (1)ANCHOR BOLT CENTER OF GABLE TRUSS PER PLAN (2)2x BOTTOM PLATE NAIL TO DRILL THROUGH HEADERS FOR THREADED RODS. A MIN, 8' BELOW TOP OF SPRED FOOTING DROPPED GABLE. MA%2C OVERHANG. ' SHEATHING W/ (2) ROWS 0A 4W z 3' - ; SHEAR WALL TO FOUNDATION }y 2X4 SYP. N2 OUTLOOKER @ 24' O.C. MAX NAILS @ 3- O.C. A PER DETAIL WF07A ON NOTES d ; - x J, :-• ;' DROPPED GABLE: 3-W TO MAX 24 0.H: •-. CONNECTOR LEGEND SHEET 2.4 SYP. 02 OUTLOOKER @ 19.7 OC MAX. • TOP OF SPREAD FOOTING • ••MIN.(22z4 SVPN2 FULL (3)0.131'x3•TOE-NAILS FOUNDATION PERPLAN. JJJ (BELOW GRADE)j-•• NEIGH KING STUDS 1 REQUIRED EACH HEADER 2'-V N OVERHANG ROOF SHEATHING b 2z4 SYP. N2 SUB-FASCM NAILING PER 8TRl1CTURAL COVER NOTES. (2} H2.SA GABLE TRUSS TO SHEATHING SEDUCE BE OUTLOOKER. CONTINUOUS FROM END DROPPED TOP CHORD •OF OVER TO MIN. 7JY BEHIND GABLE TRUSS. GABLE TRUSS PER PUN GABLE OVERHANGS UP TO 24" (2) ROWS 0.146• z 3.vr NOTES: NAILS STAGGERED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 12. O.C. EA FACE OR 2) ALL NAILS PENETRATE AT LEAST 3W OF THE THICKNESS OF THE UST LAMINATION (3) ROWS 0.148" X 31/4, 3) FOR S-PLY, PROVIDE 1/4•DIA. x S1? LAG SCREWS OR EOUAL (SPACE AS SHOWN FOR 3-PLY) NAILS STAGGERED @ 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN -I- IX 12"OR O.C. FOR 2X10 0R 1' E 1-1? EDGE 2-10 EDGE GREATER HEADER 0.148' x 3' Z 21M' LSTA30 HEADER TO STUDS U.N.O. (ONLY RE 1). IF WALL H SHEATHING CANT BE 0.148' x 3" NAILS INSTALLED PER WF70/SD4) 0.148' x 3" OPP. SIDE Z i DOWNFRAME TO ? I I a I I < I I DOOR p n 0.148' z 3' NAILS 2X STUDS TYP. OPP. SIDE (2) 214's (2) ZOS (2) 2x8Y ATTACH JAMB STUDS PER WFOOIS02 BOTTOM PLATE ANCMORSPERDETAIL WI=07A ON NOTES & CONNECTOR LEGEND SHEET P.T 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 PUN 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. OUANTITV OF KING STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS BEARING WALL SHOWN ON STANDARD DETAILS. SCHEDULEFOR MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE TYPICAL HEADER DETAIL (VE) HEADER SUPPORT SCHEDULE ON NOTES& CONNECTOR LEGEND SHEET. PLIFT CAPACITY @ HEADER TO STUD =70DO 1?=7'-T 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REOD. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property (2) 2x COLUMN TYPICAL BUILT-UP STUD COLUMN DETAIL i i?=1'-0" END W/PLIES FASTENED PER WFOS/SD2. 3W DIA F7554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. 5W DIA. SIMPSON HIGH STRENGTH THREADED ROD MAY BE SUBSTITUTED. PROVIDE NUT & 3•X512'k1rl PLATE WASHER ABOVE DOUBLE TOP PLATE NUTS SHALL BE SNUG TIGHTENED +2/3 TURN. COUPLERS WITH WITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE 3t? z 31? ENGINEERED THREADED ROD TOP F SPREAD OILIZED. E OXY ANCHOR TO FOUNDATION MIN. OTING USING SIMPSON SETXP EPDXY OR EOUFV. SECTION A -A LUMBER JACK COLUMNS. BUILDER ALTERNATIVELY USE A 3W DIA (OR 57 DIA HIGH STRENGTH) ONE JACK COLUMN ON EACH SIDE OF EACH CAST -IN -PUCE THREADED ROD=13"0.229" PUTE WASHER SANDWICHED THREADED ROD. BETWEEN TWO HEX NUTS, MIN W BELOW TOP OF SPREAD FOOTING SHEAR WALL DETAIL BETWEEN OPENINGS 1?=1'-0- (2)Z BUILT-UPCOL. OUTSIDE (2) 2z4'a EDGE DISTANCE PER DETAIL Z 0A 48' x 1 NAILS o z ' Y _I- O 2 w � Z p 7 n _ a I d A o _ Z U 0.148x 3'NAILS - <y N I OPP. SIDE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT W O/C STAGGERED. OUTSIDE NAILS NAILED ATTO/c OUTSIDE 2X'S (3+) 2x COLUMN 0.131'z 2-10 SEE GE02 OR GE31/SD2 SEE GE01 FOR NAILS @ 4" O.C. FOR OUTLOOKER OR 0.131"X 2-1? OUTLOOKER OR CONY. FRAME OR SHEATHING / NAILS @4'O.C. SHEATHING VALLEY TRUSSES CANTILEVER / CANTILEVER _ PER PUN VALLEY TRU58 r CONY. FRAME VALLEY FRAME OTRUSSES PER PUN ExT. SHEATHING; ATTACH PER NAILING GABLE TRUSS SCHEDULE EXT. SHEATHING; ATTACH PER CONT, PLYWOOD ROOF NAILING SCHED. SHEATHING PER NAILING SCHEDULE OR (2) 0.1825131? NAILS OPT. 2x4 BLOCKING TO EA COMMON PERP. TO EA VALLEY TRUSS TRUSS NAILED TO TRUSS BELOW @ 24' GABLE TRUSS TO TOP O.C. W/(2)O.i67x 31? PLATE W/ SIMPSON NAILS TYP. HGA10@de'O.C. MAIN SPAN ROOF TRUSS ATTACH TRUSS TO MAIN SPAN ROOF TRUSS DOUBLE TOP PLATE UPLIFT CONNECTOR TRUSS BELOW USING (3) 0.1821131? NAILS UPLIFT CONNECTOR PER PLAN (SEE SCHEDULE) 2z BLOCKING W/(3) (SEE SCHEDULE) 0.148k 31/4' DOUBLE TOP PUTE EXTERIOR BEARING TOENAILED @ EA END PER PLAN WALL PER PLAN CONNECTION TO WALL CONNECTION TO TRUSS EXTERIOR BEARING WALL PER PLAN GABLE END AT VALLEY FRAMING CONNECTION 3/4"=7'JY )f MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the 2x BLOCKING WN (2)0.148- SAW NAILS @ EACH END - SIMPSON LSTA30 WI - (22) 0.148 3* NAILS (ALL CORNER u CONDITIONS STRAP AROUND TALLER STUD) (2) 2x TOP PLATE - ATTACH Z TO - BUILT-UP W9(2) ROWS OF 0.148W NAILS STAGGERED @8'O.C. (2) 2. TOP PLATE SEE FLOOR PUN FOR MORE BRG. WALL INFO STEP gM BEARING FRAME WALL 3/4"=1'-0 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF SUCIa=T IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.148YJ-1/4• NAILS PER PLY HTS20 CLIP FROM POST TO BEAM STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) 2X4 02 SYP CONT. LEDGER OR ABU POST BASE TRUSS CHORDS. NAIL TO WALL (AS NOTED) FRAMING MEMBERS W/ (2) 0.148"x 3-1/4' NAILS @- O.C. MAX. SEE FOUNDATION PUN SIB" THREADED ROD w/ IF MASONRY USE (2) lie TAPCONS FOR ADDITIONAL INFO NUT SET IN ADHESIVE OR EQUAL @ 24. O.C. W/ MIN. 1-1/4• EMBEDMENT. MAINTAIN P END DISTANCE & V EDGE DISTANCE TRUSS OR ROOF RAFTER / WOOD/AIASONRY WALL SIDE VIEW ABASE OF POST OR TRUSS. SEE PUN D0 LEDGER @ LOW ROOF CORNER COLUMN FRAMING 3/4"=1'-0" Expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4•=I'-0' ee�rluwr �-, 7p C Z � N • W a CI • _ O • co co �I • O� a (7 Z a W F m �J =ai xIL 0FI- E W O FC N rA.?-- p STRUCTURAL END: TH ORNFT NG: (7 S sTRULT: N CC O w JOB No. STAR-16158 i SCALE: AS INDICATED w QATE: 11N72023 6 of SD2 ROOF SHEATHING, ?O zzTO FASTEN PER PLAN OrH0 SOFFIT, ATTACHMENT, & REINFORCEMENT PER ARCHITECTURAL DESIGN PLANS. CORNICE PER 2x SCAB wl0.14Bk 3' ARCHITECTURAL NAILS 0 4- O.C. DESIGN PLANS. PER-ENG TRUSSES PER PLAN TRUSS CONNECTION PER PLAN 2x FRAME WALLPER PLAN VA O OL. . CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG 2x6 COLLAR TIE HALF WAY - UP HEIGHT OF VALLEY. FASTEN w! (5) 0.148' �x 3'o NAILS 0 EACH END (TYP.) 2x6 RAFTER TOW RIDGE BOARD W/ A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE-ENG TRUSS BELOW W/ //4'x41(P SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x8k 02P O.C. LW%. 'IF FIELD FRAMED VALLEY DETAIL 12 ]PE.- (2) 2z TOP PLATE - (2)2. HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN - FOR LOCATION 2x BLOCKING .1 (2) 0.148' x 3-1/4* TOE-NAILSEACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/0.IW 3114" Q 24' O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING - SEE FLOOR FRAMING PLAN FQR MORE INFO SEE PUN FOR FLOOR SYSTEM DIRECTION 6 MORE INFO FLOOR BEAM SEE PLAN FOR CONNECTION IF TRUSSES ARE ERP. TO WALL. INSTALL bA BLOCKING W (2) 0.148" x 3-19" TOE -NAILS EA END AND (2) 0.148'x3-IW NAILS TO EA. STUD. I 11 3W=7•-0 SHEATHE ROOF PRIOR TO OVER FRAMING. J 2%e RIDGE BOARD FASTEN CONY. 2x VALLEY RAFTER FRAMING (OR PRE-ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS120R LSTA12 CONNECTORS ((5) 0.131' x 2- NAILS) @ EA. RAFTER TO PLATE CONN. 1?=1'ir 2x4 SYP /2 BLOCKING @ 48' O.C. MAX W (3) 0.148'x3-IW TOE -NAILS 0 EA END. REDUCE SPACING TO 24' O.C. 0 _ WALLS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON OTC 0 EACH HORIZONTAL BLOCK LOCATION. ATTACH W (6) 0.131k2-1? NAILS (MAX }' VERTICAL GAP BETWEEN 11' LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 12' LONG A HORIZONTAL BLOCKING LOCATION FOR CUP ATTACHMENT. ATTACH TO WALL TOP PLATE W / MIN. (4) 0.731'z 2-1?10 NAILS. SINGLE 2x TOP PLATE WFLt� NON -BEARING WALL 1?=7'-O' TRUSSES AT 24' O.C. TYP. NON -LOAD BEARING WALL PER SIMPSON DTC 04W PLAN. STUDS 024- O.C.ATTACHW/(6) O C. MAX. STUD 0.131'z 2-7? NAILS SPACING TO BE (MAX 1W VERTICAL REDUCED DOWN TO GAP BETWEEN 1Y 16- O.C. MAX 0 LONG BLOCK & TRUST LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE OTC SPACIN, SHELVING. TO 24' O.C. FOR WALLS CARRYING HOLD TOP OF LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAVY WALL DOWN I-10 SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12' LO CHORD. 0 TRUSS LOCATION FOR CUP ATTACHMEI W ALL O.C. ATTACHT( WALL SINGLELETOP PLATE W / MIN. (4) 0.131'x 2-1? NAILS. SINGLE ZK TOP PLATE (2) 0.148k31M" NAILS ALL BROW FRAMING 0 EACH STUD SHALL BE MIN. 2111 /2, OR P.T. IF IN 2M STUDS C IS. I C. CONTACT WATH 1? GYP. BOARD LEDGER MASONRY&SPACED SIMPSON H10A0 CONNECTION PER NOT MORE THAN 24' O.C. EACH DIAGONAL BELOW, SLOPE CUT ROOF SHEATHING BRACE AS REQUIRED AND NAILING PER PLAN CS78 EA STUD ABOVE SEE PLAN FOR MIN. 2X4 SUB FASCIA TO STUD BELOW W WALL TYPE AND SLOPE CUT AS it'END LENGTHS & SPECIFICATIONS REQUIRED. (18)0.131-.2-1?NAILS FASCIA PER DESIGN 2'BOTTOM PLATE, PAS ATTACH TO DOUBLE FASTEN EACH SEE DESIGN PLANS FOR TOP PLATE WI(2) MEMBER, EACH ADDITIONAL INFORMATION 1Mk41? SDS END, W (3)0.148-.3' NOT SHOWN THIS DETAIL SCREWS 01Y O.C., TOE -NAILS MAX. 1'-0' MIN. (5)0.148k3' STAGGER ROWS 6' LEDGER TO WALL CONNECTION AT EACH NSTAI M NAILSEDGERMPMRFP 2. BEARING WALL WITH ROOF LOAD CMU: MIN. (2)1/4-TAPCONS W 1-1W EMBEDMENT INTO CMU 0Is" O.C., V EDGE & REFER TO BEARING 4' END DISTANCE WALL SCHEDULE FOR FRAME: STUD BASE MIN. (2)114- SDS SCREWS W 1-1? EMBEDMENT 0 Ur O.C., 1- EDGE & C END CONNECTION & DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF BOTTOM PLATE VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS ANCHORS 02 BROW FRAMING DETAIL MAX. 1'-0" O.H. F7 BRACING @ 2 STORY FRAME WALL 2x STUDS, SEE ---WALL 211 SIUUS,-I-IN. PLAN POR FRAMING PLAN FOR SHEATHING PER PLAN SPACING AND GRADE. SEE ARCH PLAN TO SHEATHING PER PUN ATTACH SPACING AND GRADE ATTACH PER NAILING VERIFY SIZE PER NAILING SCHEDULE AND SEE ARCH PUN SCHEDULE TO VERIFY SIZE SEE WF1WD4 FOR SEE WF7NSD4 FOR SHEATHING SPLICES. 2x BOTTOM PLATE W 0.148k 31/4' NAILS 0 S' 2x BOTTOM PLATE W SHEATHING SPLICES. O.C. INTO TRUSS/ RIBBONS OR BLOCKING 0.W-x 3-1/4" NAILS 0 2x4 CONT. RIBBON ATTACH 314" FLOOR SHEATHING ATTACHED PER S' O.C. INTO TRUSS I TO FLOOR TRUSS W (4) FLOOR NAILING NOTES w RIBBONS OR BLOCKING 0.162k31? NAILS 2x402 SYP BLOCKING 048' O.C. W T i w 3M' FLOOR SHEATHING (2) 0.14Bk 31 M' TOE -NAILS EACH END (1) ROW 0.131k2-1? NAILS W m w PRE ENGINEERED ATTACHED PER FLOOR NAUNG NOTES w w O V m 0 3' O.C. WALL SHEATHING TO BOTTOM PLATE & TOP! BOTTOM CHORD vi O TRUSSES ®24'O.G. (7)ROW 0.131k2-1? O W y wz � - O w m 2z6 �2 SYP ANGLE AGAINST TRUSS / z ZOO MAX. PER PLAN NAILS 0 3' O.C. WALL VERTICAL @ 48- O.C. W (3) 0AW x < F SEE ARCHS FOR ROOF SHEATHING TO BOTTOM W w w O p 31M' NAILS EACH END WATERPROOFING AND PLATE & RIBBON N IJi 2 �. i�. O FINISH u O m 0o G FLOOR TRUSS PER PLAN N TRUSS ANCHOR (SEE FLOOR SYSTEM PER PLAN. < 2.4 SYP&2 VERTICAL 0 48' O.C., NAIL TO 2x STUDS, SEE FRAMING PLAN w PLAN) ATTACH TO BEARING WALL ATTACH RIBBON TO TOP TOP & BOTTOM CHORDS OF TRUSSIJOIST FOR SPACING AND GRADE AND w z ROOF SHEATHING USING (3)0.131k2-1?TOENAILS LA W/SIMPSON HGA700 W/(3)0.148'x3'NAILS, EA. SEE ARCH PLAN TO VERIFY SIZE w �000 ATTACHED PER NAUNG SCHEDULE DOUBLE 2x TOP PLATE PER 32" O.C. W (4)1/4' x 1-10 ATTACH TRUSS BOTTOM CHORD TO u PLAN. DOUBLE ROW OF S & 1 1 W x 3' SDS NAILS FOR EXTERIOR EXTERIOR WALL SHEATHING PER V%'ED4 SHEATHING PER PUN WALL BELOW USING (2)1l4'x4-7? BOB SCREWS @ IS- O.C. MAX ix i2 SPF STUDS 0 16" 2x STUDS. SEE FRAMING PLAN ATTACH PER NAILING DOUBLE 21 TOP PLATE PER PLAN. O.C. w/ EXT. SHEATHING FOR SPACING AND GRADE AND SCHEDULE DOUBLE ROW OF NAILS FOR EXTERIOR FROM TOP OF WALL TO SEE ARCH PUN TO VERIFY SIZE SEE WFIMD4 FOR SHEATHING PER WFI0/SD4 BOTTOM OF TRUSS/ SHEATHING SPLICES, GIRDER, ATTACH PER NAILING SCHEDULE S PERP. FLOOR TRUSS SECOND FLOOR 21 PARALLEL FLOOR TRUSS SECOND FLOOR WF70lSDI. IF WALL SHEATHING ISN'T CONT. 3/4'=1'-0" 314'=1'4' LSTA18 STRAPS ARE REQ1) FROM STUDS TO GIRDER BELOW IF TRUSSES ARE PARALLEL TO WALL. 214 Y2 SYP CONT. W (2) PLYWOOD CRICKET 0.148" x 3-114" NAILS AT EACH STUD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO Y RAKE W FLASHING DOWN TO ROOF BELOW & FACIA OVER TOP (2) LAYERS OF 1' THICK GYP. SHAFT LINER PANELS, UP TO UNDER SIDE OF SHEATHING NO SIDING UNDER FACIA IN THIS AREA, JUST EXPOSED FLASHING SEE WF10SD4 FOR SHEATHING SPLICES. 1'=1'-0' 2d STORY WALL BOTTOM PLATE ATTACH PER NAII SCHEDULE i O.S.B. TO OVERLAP BOTTOM PLATE 1-7/4' (MIN.) 2x LEDGER TO UPPER FLOOR WALL W 1/4k31? SIMPSON SDS SCREW @ Is- O.C. (2) 2x4 TOP PLATE (2)DI SYPIQ TOP PLATE WALL SHEATHING PER - WF10/SD3 FASTEN SHEATHING TO HEADER WITH RSRS-01 (0.113'x2-W) RING i SHANK NAILS IN 3' GRID PATTERN & 3- O.C. IN ALL FRAMING (STUDS 3 AND SILLS) (TYP.) 2x STUDS AS REQO @ 16' O.C. W (3) 0148' x 3-1/4' TOE -NAILS TOP & BOTTOM NOTE: IF PANEL SPLICE IS NEEDED IT SHALL ti OCCUR WITHIN 24'OF MID41EIGHT. BLOCKING - r IS NOT REQUIRED ATTACH COLUMN TO - COLUMNSEAM,GIRDER BELOW W/(2) SIMPSON MSTC40 W/ (24) 0.148' x 31/4' NAILS CENTERED W121-1/P CLEAR SPAN & 9' END LENGTHS MIN. Z18 SYP $2 FOR CONVENTIONAL FRAME USE SIMPSON LEDGER FOR LRU26Z W (9) 0.148k3' NAILS OR FOR CONVENTIONAL PRE-ENGINEERRED TRUSS USE SIMPSON FRAME AND MIN 216 HGA70 USING (8)-1/4911-1? SDS SCREWS SYP N2 FOR PRE-ENGINEERED SHEATHING PER PLAN TRUSS. ATTACH TO MIN. 2x6 SYP /2 STUDSWI (2)1/4" z I RAFTERS OR Zx1 SYP TYP. NON -LOAD 41? SIMPSON SDS SCREWS 0 Is- O.C. #2 PRE-ENGINEERED 12 SEE ROOF TRUSSES 0 BEARING WALL PER MAX.; TO GABLE END 24' O.C. MAX PLAN PLAN. STUDS Q 24' STUDS W (2) (5) 0.148k3' NAILS FOR O.C. MAX STUD 114" x 31?' SIMPSON CONV. FRAMED SPACING TO BE SDS SCREWS 0 Is- MEMBERS ONLY REDUCED DOWN TO O.C. MAX.; TO FASCIA PER Is-O.C. MAX.0 MASONRYW/2x6P.T. COMMUNITY LOCATIONS CARRYING SYP&2 LEDGER WI (21 SPECS LOADS SUCH AS 1/4 x31/4"TAPCONS CABINETS OR HEAVY 0 1Y O.C. 4'-O' MAX. 4 SYP n OR SHELVING. RE -ENGINEERED ROOF SIMPSON LUS24 W TRUSSES DESIGNED EXT. WALL / TRUSS (6) 0.148"x 1-1rr NAILS FOR SHINGLE ONLY 2x4 SYP Y2 LEDGER. ATTACH TO STUDS OR HOLD TOP OF BEAM VW (2)1/4' x 412' SIMPSON SDS SCREWS NON -LOAD BEARING @ 16' O.C. MAX.; TO GABLE END STUDS W! (2) WALL DOWN 1-1? 1/4' x 31? SIMPSON SDS SCREWS@! 16" O.0 y(♦ BELOW BOTTOM OF MAX.; TO MASONRY W 2z4 P.T. SYP 82 LEDGER'VI TRUSS BOTTOM CHORD. WI 1/P x 31M' TAPCONS a 12"O.C. °11 TYPICAL SHED ROOF DETAIL 1 2x4 BLOCKING W (2) 0.162k3V1• NAILS 0 EA END. BLOCK ADJACENT BAYS 0 EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2, BLOCKING W 0.131k2-1/Y NAILS 0 6" O.C. (5) 0.162".3-1? NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP 02 CONT. BRACE W/(2) 0.i62k31?NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2X4 SYP 02 DIAGONAL BRACE 0 48. O.C. MAX. 45' FROM HORIZONTAL BRACE NOT REQUIRED T FROM EAVES. as F#2CRIPPLE STUDS AS RED'D. MAX 16- O.C../ (3) 0.148k31/4' TOE -NAILS TOP & BOTTOM HEADER/LVL TO TOP OF TOP PLATE HEADER OR LVL REO'D TO BE FULL LENGTH OF GARAGE MIN (4) 2x SPF 72 STUDS @ EA END W/ (2) SIMPSON LSTA30 ON OPPOSITE SIDE OF SHEATHING./ (22)0.148" x 3' NAILS EA. WALL SHEATHING PER WF105D3 W0.131' x 2-1? NAILS 0 3' OC IN ALL FRAMING (STUDS, BLOCKING, TOP PLATE, BOTTOM PLATE) - TYPICAL PRE-ENGINEERED /'I' CRIPPLE STUDS (MATCH A OF STUD. GRADE AND SPECIES AS COLUMN ABOVE) NONSTRUCTURAL ELEMENTS NOT SHOWN TIIIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF SHEATHING & NAILING PER ROOF NOTES. \ ROOF TRUSSES PERPLAN. U.N.O. ON FRAMING PLAN: (2)­ 6' SIMPSON SDW/C15600 SCREWS EA TRUSS TO TOP PLATE. REFER TO --�� DETAIL 5/SOWC. I 214 FLOOR PUTS � 1I MIN1/I GYPSUM WALLBOARD PERP-LANY i1 OVERHANG & CORNICE PER DESIGN CEILING PER PLANS. FBC42702.3. 2. SYP42 SUBFASCIA W (3)- 0.131' x CEILING IS NOT 3" END NAILS TO EA. TRUSS (U.N.O.) DESIGNED AS A DIAPHRAGM. DOUBLE N TOP PLATE. REFER TO DETAIL WF07/SD2. (3)-0.131'x3'TOEOR END NAILS, EA STUD TO TOP PLATE. (1)- 6- SIMPSON SDWC756M SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER I.V C: EA, STUD TO TOP PLATE, EXT. WALL SHEATHING PER DETAIL WF10/ SD4 MID -HEIGHT Z, 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 MIN. 1? GYPSUM WALLBOARD PER FBC-R702.3. 3/4' FLOOR SHEATHING PER FLOOR FRAMING NOTES. (3)- 0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. `�x f REFER TO DETAILS W520 AND DRAFTSTOPPING W521 ON THIS SHEET FOR WHERE FLOOR -TO -FLOOR CONNECTION REQUIREDPER INFORMATION. FBC-R 302.12 1st FLOOR PLATE PER P AN Y DOUBLE 2, TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131"x 3' TOE OR END NAILS. EA STUD TO TOP PLATE. MIN. i? GYPSUM WALLBOARD CEILING PER FBC-R302.13. EXCEPT WHERE SW TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBC-R302.6. CEILING IS NOT DESIGNED AS DIAPHRAGM. EXT. WALL SHEATHING PER DETAIL VVF101 SD4 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3H 0.131' x T TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. MIN. 1I2' GYPSUM WALLBOARD PER FBC-R702.3. (2)_41/2• SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 101 SDWC; EA. STUD TO BOTTOM PLATE. (3)- 0.131' x 3" TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. 2x P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER SUB ELEVATION DETAIL VYF07AI NOTES PERPLAN & CONNECTOR LEGENDS SHEET U.N.O. MAX. IN -PLANE SHEAR: 192 PLF MAX. UPLIFT: 442 PLF TYPICAL CONNECTION @ GIRDER OR BEAM I SO CRICKET DETAIL I NOT USED I 19e PORTAL FRAMING DETAIL - UPPER FLOOR (fWSM TYPICAL TWO STORY EXTERIOR WALL-1 JOIST 3/4'=1'-0 3l4'=1'-0 (FRAME -FRAME) 12"=1'-0' 3/4'=1'-0' < COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTES: 1) REFER TO EXT. FRAME WALL SCHEDULE ON FRAMING PLAN FOR STUD GRADE & SPECIES 2) TOP & BOTTOM PLATES SHALL BE SW02 MINOR THE SAME GRADE & SPECIES AS STUDS �eeeeuurr 1S1Rl1CT: W OC CLEdc: CC O w JO6 No. STAR-161% r SCALE: AS INDICATED SD3 WINDOW JACK STUD COLUMN PER PUN. MIN. (2)- b 3VPt2 STUDS EACH. (1} 6- SIMPSON SDWC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL I NSDW/C) (TWO SCREWS TOTAL). HOLD CRIPPLE STUD BELOW SILL PLATE SHORT TO ALLOW PROPER INSTALLATION OF SDWF SCREW. NAIL TO JACK STUDS WI MIN. (4)- 0.131- E S NAILS. FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE E SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PAN DOUBLE N TOP PLATE PER PUN. MIN. (2} 21 SVPt2 STUDS MATCHING SIZE OF - COLUMN ABOVE, CENTERED BELOW JACK STUD COLUMN. COLUMN TO HEADER CONNECTION ACROSS FLOOR 1'=1'4T COLUMN, OR JACK a KING STUDS PER PLAN. MIN. (4).2x STUDS. (2)- ¢ rr SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL IWSDW/C) FLOOR SYSTEM PER PLAN. SQUASH BLOCKNG VATHIN FLOOR SYSTEM MATCHING SIZE a SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE N TOP PLATE PER PLAN (1}6-SIMPSON SDWC SCREW INTO WIDE FACE (PER DETAIL I(VSDWJC) OR NARROW FACE (PER DETAIL 13ISDWC). COLUMN PER PLAN, ALIGNED WITH COLUMN ABOVE. MIN. (4). 21 STUDS. VSO COLUMN TO COLUMN CONNECTION ACROSS FLOOR NOT USED COLUMN, OR JACK b KING STUDS PER PLAN. UPSET HEADER (I).¢1? SIMPSON SDAC SCREW INTO NARROW MIN. (4} N STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO (I)- 6' SIMPSON SDWC SCREW INTO NARROW DETAIL 13/SOWC) (TWO SCREWS TOTAL) FACE OF EACH STUD (SIMILAR TO DETAIL (2). ¢I? SIMPSON SDWC SCREWS INTO WIDE (2} ¢1? SIMPSON SDWC SCREWS INTO WADE I NSDWC) (TWO SCREWS TOTALR FACE (PER DETAIL 10SOWC) `i_ rf I IjT� FACE (PER DETAIL 10/SDWC) FLOOR SYSTEM PER PLAN. / EACH SIDE OF COLUMN I/ MAX.SCR" FROM E ON EDGE EACH SIDE OF COLUMN 1' FROM EDGE / ; / 1 SDW272¢TLNYSCREED EACH , AM OF WASHER TO COLUMN, AND ONE CENTERED BETWEEN COLUMNS. SQUASH BLOCKING WITHIN FLOOR SYSTEM •••((( A � / 11 SIDSIMPSON SIDE OF COLUMN W/ MA%. 1' FROM EDGE OF WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. I' A. TOP OF PLATE / 'PER i-V DOUBLE 3 TOP PLATE PER PLAN. (2). S' SIMPSON SDWC SCREWS INTO NARROW HEADER PER PLAN. I� (1} W SIMPSON SDAO SCREWS INTO INTERIOR FACE OF STUD COLUMNS (SIMILAR TO DETAIL 11?O.C. FACE OF HEADER (SIMILAR TO DETAIL INSDAC)(4 SCREWS TOTAL. I IN DWC), SPACED AT 1-10 O.C. a CENTERED TYP. UNDER COLUMN ABOVE. UPLIFT CONN. CAPACITIES: (2)SDWC1 SB00: 900t/COLN. SDWF27249: 161BNCOLN. COLUMN, OR JACK b KING STUDS PER PLAN. DCAATISET HEADER n}¢7? SIMPSON SDWC SCREW INTO NARROW MIN.(4}2x STUDS. (2}¢1? SIMPSON SDWC SCREWS INTO WADE (1}¢1SDWCSIMPSON SD: SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL I3SDWC)(TWO SCREWS TOTAL) (2}¢I? SIMPSON SDWC SCREWS INTO WIDE DETAIL IWSDW/C)(TWO SCREWS TOTAL) FACE (PER DETAIL 10/SOWC) (11 (2)-? WIDEFACE SIMPSON SDWC SCREWS INTO DE FACE (PER DETAIL 10/SDWC) `1 1 1 1 f FACE (PER DETAIL IWSDWC) FLOOR SYSTEM PER PLAN. 11( / (2)- SIMPSON SOWFZ72¢1'M SCREWS EACH (2).SIMPSON SDW7724-TUWSCREWS EACH SIDE OF COLUMN W/ MAX. 1' FROM EDGE OF 1/ SIDE OF COLUMN W/ MAX. 1' FROM EDGE OF WASHER TO COLUMN. SQUASH BLOCKING WITHIN FLOOR SYSTEM 1 / Al WASHER TO COLUMN. MATCHING SIZE a SPECIES OF COLUMN ABOVE. �; TOP OF PLATE Y PER PLAN DOUBLE 2, TOP PLATE PER PLAN. i >e (I)- S' SIMPSON SUWC SCREW INTO WIDE FACE Z i - I (4). 6' SIMPSON SDWC SCREWS INTO NARROW (PER DETAIL 10/SDWC) OR NARROW FACE (PER MIN. (4} 2x SVPt2 CRIPPLE STUDS MATCHING 1 FACE OF CRIPPLE STUDS AT TOP a BOTTOM DETAIL INSDWC). SIZE COLUMN ABOVE, CENTERED BELOW 1\ A\ (SIMILAR TO DETAIL INSDAC). (1} S' SIMPSON SDWC SCREW INTO NARROW COLUMN. CRIPPLE LENGTH TO BE B'MIN. \ FACE OF EACH INTERIOR STUD (SIMILAR TO HEADER PER PLAN. DETAIL 13/SDWC) (2 SCREWS TOTAL). PLIFT CONN. CAPACITIES: (d)sowc,sseo: 16aar 1(U2)S= COLUMN TO HEADER CONNECTION ACROSS FLOOR UPLIFT GOWN. CAPACITIES: UPLDWCI5600: 180E (6)S0: 19700 1'=1'47 (6)SDV/CI5450: 19700 : 2832T (2)sowFz724: 2632/ MIN. 10lJ7 EXI' 1 OR 7155TRUCTURAL U NAIL SHEATHING AT FRAME WALL BOTTOM PLATE b AT 2, DBL TOP PLATE 2 BEYOND 1 SHEATHING INSTALLED VERTICALLY OR HORIZONTALLY FLOOR SYSTEM (WOIST OR SYSTEM42/FLAT TRUSS) TOP & BOTTOM USING (1) ROW OF 0.131 WAr2' NAILS Q 3' O.C. SEE WI520 AND WS21 FOR ADDITIONAL INFO. ------�--�- r- O NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF WALL SPLICE, FIELD O 0.131'x2-1?NAILS @3'O.C. II 5 II II II I VERIFY IF REQUIRED LL O NAIL OPENING PERIMETER vd(2) ROWS OF 0.131Y2-Ir II I JL-LL- II II II II '� 5 NAILS 0 3' O.C. IN HORIZONTAL CONDITIONS III III II II II WALL SHEATHING w iS NAIL INT. W/0.131SQ-1?NAILS®170.C.bNAIL EDGES 8' O.C. U.N.O.ON PLANS, STAGGER ALL VERT. PANEL JOINTS III III II II SPLICE. SEE SPLICE 0 5 PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO O III III OPENING III II tl III II II II DETAIL. MAX EE II SPACE BETWEEN o w i HEADER W 0.131k2-1? NAILS 03' O.C. (2) ROWS TOP b BOTTOM - - PANELS 3 III II II II AROUND III II II ''Y2x STUDS BEYOND, f " OPENING III II II SEE PLAN FOR MORE III 4 I INFO M� u Mai H 5 H u u II II I III I II II � omg a izwg WO .- _ - - FLOOR SYSTEM LL b CUT TO FIT 1 2E BOTTOM PLATE BEYOND SEE PLAN STUD PER PLAN J OPENING SIZE SHEATHING DIAGRAM 216 BLOCKING PLACED FLATWISEW EXTERIOR SHEATHING SCHEDULE @ FRAME OVER FRAME WALL Iz> o.167x 3-I? NAILS SCALE: 3/4=17 EACH END GYPSUM WALLBOARD EXTERIOR SHEATHING PROVIDE PIECE OF SHEATHING BETWEEN EXTERIOR WALL SHEATHING a BLOCKING. SHEATHING TO HAVE SAME THICKNESS a STRENGTH ORIENTATION AS EXTERIOR WALL SHEATHING JOINT, MAX IV GAP (2) ROW5 OF 0.131'k2-1r2' NAILS 0 3' O.C. TOP a ------ BOT. OF SHEATHING SPLICE SHEATHING SPLICE DETAIL _ D= NAIL SPACING YDOuBLE-P PER NOTE t2 SHEATHING PER PLAN WALLI D2 II PLATE PER PLAN 11 _____ . '1 I DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3S' - 5= NAIL SPACING a !t S S PER NOTE t1 SI GLE NAIL EDGE SPACING EXTERK3R SHEATHING NOTES: x. 1LSZORtxe'SiRUCTM t8NEA1NNc. MIEA1NINOTO.EXP091RE1 RATEDANDCMBEN9ru BTMlERn uv AIRNORRDNTALLY AND Mn9oxRr;coxcRErE MNtFlNN® BPRESENT.tA CAP BETw£Ex SNBB&OF0.YMOODTO BE TARECNENOTTOOVERDNVE 1W FNALSA0.E0VERORNER �uG 19T MOVED A RERACED. F STUB. ESHEAixRHI 60VERDPoVEµ cOMACT EORFORREVIEWOF EExLERIOR xxi WALL SIEATIx Sv8TEM18OESwNED PE0. APA 9i-tMCTO gESxBT ROES. sTRUCTURM COMECTORS AREoxLv REWxt®wB� BPEtlFlEO oN 0.,w1s1 nND�oR oETNLS. SEE PLAN FOR MC INFORMATION SEE FLOOR FRAM PLAN FOR FLOOR SYSTEMINFO. SIMPSON MSTC4L FLOOR STUDS TC FLOOR STUDS WI' (32) 0.148' x 3-1M' NAILS (2) 2x TOP PLATE 2x 1ST FLOOR STD SEE PLAN FOR MI INFORMATION FOUNDATION PEF PLAN SIMSPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148' x 3-1/4' NAILS ATTACH 21 STUDS W7 (3) 2x STUDS (2) 0,162" x 3.1? NAILS. �6'O.C. CALIFORNIA CORNER 8$ SIMSPON MSTC40 2ND d FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0./49k64W NAILS (3) 2x BUILT UP COLUMN ATTACH PER NAIU I. SCHEDULE y, ATTACH 2x STUDS W (2)Ai' 0.162' E 3-I? NAILS R 6' O.C. (d) 2. STUDS - ALTERNATIVE STRAP: SMNDARD CORNER B•B (2)- CS20 COIL STRAPS COLUMN TO COLUMN 2. STUDS W/ MIN. P END (4) LENGTHS & (14} 0.131' x 2-1? NAILS EACH END. PROVIDE SOLID BLOCKING WITHIN , FLOOR SYSTEM. HTT4 W 5S" ALL ATTACH N TO STUDS W THREAD ROD, 7- MIN. (2) ROWS OF 0.162" x 3-10 EMBED. W/ SIMPSON NAILS 06'O.C. CALIFORNIA CORNER A-SETEPDXY ORED. ATTACH COLUMN W (18) 0.167 X 2k NAILS "p 2-STORY CORNER FRAMING ATTACHMENT -FRAME 3/4"=1'-0' HTT4 W 5S' ALL THREAD ROD. T MIN. EMBED. W SIMPSON (3) Zx BUILT UP STUD SET EPDXY OR EQ. COLUMN ATTACH PER ATTACH COLUMN W WFO8ISD2 (18) 0.167' X 2? NAILS ATTACH 2x TO BUILT UP STUD COLUMN W112) ROWS OF 0.162' x 3-10 NAILS @ 6' O.C. STANDARD CORNER A -A R AT FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES 2x4 t2 SVP BLOCKING SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE p 0 m NOTE: m WHEN 30R MORE WINDOWS ARE t4 A ROW (ONLY JAMB STIRS BETWEEN 0 48' O.C. W (2) 2x BOTTOM PLATE W WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND > 0.14813-iM' 0.148'z3114'NNLD 8' BOTTOM AND EACH SIDE OF OPENING W/(2)A31 CLIPS 1D TRANSFER n TOENAILS EACH END O.C. INTO TRUSS/ uTERALLOADS 2x6 t2 SVP ANGLE RIBBONS OR BLOCKING SIMPSON LSTA24 SOLID SHEATHINGrc O AGAINST RUSS040- n)ROW 0.131 Y2-1? STRAP W/(22y1.118'X HEADER 0 VERTICAL VERTICAL 48' O.C. NAILS 3' O.C. WALL 3' NAILS. SEND STRAP SIMPSON SP4 WI (6) rc W/(6}0.1481c3' NAILS ni SHEATHING TO OVER TOP PLATE MAX. f/kt 0.148'xl.1?Q 24'O.C. m EACH END �: BOTTOM PLATE/TOP 3". THEN RUN DOWM '�t> (USE SPB ® 2x8 STUDS O FLOOR TRUSS OR w CHORD FACE OF JAMB a SPB ® 2x8 STUDS) w JOIST PER PLAN m �' STUDSIHEADER. 2x4 SVPM2 VERTICAL 3 "`; (ONLY IF WALL ( ) 2x SPF TOP PLATE O 4B" O.C., NAIL TO SHEATHING CANT BE SHEATHING U.N.O. ON PLAN . TOP& BOTTOM NAILS 3'O.C. WALL ® INSTALLED AS INDICATED) HEADER -SEE 2ND < CHORDS OF TRUSS/JOIST W/ (3) 0.148Sc3" NAILS, EA ) SHEATHING TO TRUSS BOTTOM CHORD ATTACH TRUSS BOTTOM EXTERIOR SHEATHING FROM TOP OF WALL I � FLOOR PLAN FOR MIN. HEADER SIZE 8 REQO JAMB STUDS r BEAM OR FLOOR CHORD TO BEAM TO BOTTOM OF FLOOR GIRDER PER PLAN BELOW W/(2) ROWS SYSTEM (RIBBON I i 1/4k4-12'SDSSCREWS SEAM)ATTACHEDPER 016.0c 16.0C MAX NAILING SCHEDULE IF IF HEADER IS UPSET i SHEATHING CAN NOT AND ENDOW IS (2) RON80.131'Y2-1? BE INSTALLED AS a LOWER: (1) 2E SILL NAILS ® 3' O.C. WALL SHEATHING TO BEAM INDICATED, TO PLATE W (2) 0.148' x 3' O INSCONTRACTOR T TOENAILS. EXT. Q AAISt'T PARALLEL TRUSS TO DROPPED BEAM LSTAS SHOWM A30 HEADER OPENINGS a LESS THAN 4FT' 1 2x 2 3/4'=1'4T' (2) 2c SILL AT WINDOW W/ Zx CRIPPLE STUDS 1 SILL PLATE W (2) w OA48' x 3' TOENAILS. OPENING LARGER O THAN 4FT: (2) 2x SILL i AT EA. END NAILED TO STUD PACK W/0.148". PLATE W/A35 CLIPS O 3' NAILS 0 S' D.C. -� -. EACH SIDE W/ 2z o THEN STUDS Q Is- CRIPPLES 0 Is- O.C. QO O.C. ATTACH SILL W W/ (2) 0.148' x 3' (2)0148".3" TOENAILS AT EA. END TOENAILS TBB Z (PLYWOOD SHEATHING Z OF SILL (MAX OPENG REO'D TbB) F WIDTH 4.4r). USE A35 CLIP AT EA END FOR i OPENINGS GREATER - F THAN W BUT LESS m THAN 6 i i SIMPSON LSTA30 0 STRAP CENTERED Z BETWEEN COLUMN& GIRDER/BEAM BELOW W/(22)0.148'X 3' SEE FRAMING PLAN Q NAILS. (ONLY REGO IF FOR FLOOR WALL SHEATHING CONNECTION CANT BE INSTALLED LF AS INDICATED) O GRIDER OR BEAM w Q Z S4 HEADER CONNECTION @ 2nd FLOOR HIGH BM rc lee�uuirrr, M y C m C ZO N � O C W Ol 0 2 LU Z - I-a3 - � Z O IXWO � QC d1ECK: CC Q w JOB No. STAR-18158 Z 9GLE: AS INDICATED w WTE: 11A37=1 SD4 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOT ATTACH BOTTOM PLATE TO DOUBLE TOP — PLATE BELOW USING (1) SIMPSON SDWF2724 (0.27 x 24') SCREW ! 24- O.C. MAX., MAINTAINING S' FROM ENDS AND SPLICES FLOOR BLOCKING SHALL EXTEND INTO — FLOOR SYSTEM AT LEAST 16' FROM THE EXTERIOR STUD FACE... _.. OTHERWISE. ADD FLOOR BLOCKING — BETWEEN THE NEXT FLOOR TRUSS, SPACED ® 24' O.C. MAX. 2x4 SYM BLOCKING ! 24- O.C. W/ (2) 0.148' x 3-1/4' TOE44AILS EA END. ATTACH FLOOR SHEATHING TO EA PIECE OF FLOOR -BLOCKING W/ (6) 0.131' x 2-17 NAILS / 2.6 SYPM2 ANGLE AGAINST TRUSS J VERTICAL ! 24' O.C. Wtl (6) 0.148' x 3' NAILS EA END 2.4 SYPi2 VERTICAL ! 24' O.C., NAIL TO TOP & BOTTOM CHORDS OF TRUSS VW (3) 0.148" x 3' NAILS EACH ATTACH TRUSS BOTTOM CHORD TO DOUBLE TOP PLATE W/ 1/4' x 4-1Q' SIMPSON SOS SCREWS ® 4- O.C. & 7 FROM ENDS SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE Z. BOTTOM PLATE W/ (2) 0.131- x 3' NAILS ! 4- O.C. STAGGERED INTO TRUSS, 7 FROM ENDS & SPLICES 0 rc � MN. (1)ROW w� 0.13IN2-IrZ NAILS w y ® 3- O.C. WALL w o SHEATHING TO z O BOTTOM PLATE & s OO u TOP/BOTTOM w CHORD h LL < OASSV O w ¢ H V_ =15LV ALLOWABLE CAPACITIES (LDF =1.8): 2x STUDS , SEE y� =150 MPH, EXP. C FRAMING PLAN FOR M. ? i MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR). SPACING AND FOR O 8 logo PLF (IST FLOOR) AND SEEE ARCH PLAN LL MAX. UPLIFT: 425 PLF L�ILO7J FLOOR M FLOOR CMEC"(PAR. FLOOR TRIES -HIGH SF M) 3/4'=V.(r SEE WF10SD4 FOR SHEATHING SPLICES. NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN. 10 GYPSUM WALLBOARD CEILING PER FBC-R702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (l)-W SIMPSON SDWC156M SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. MIN, 1/2" GYPSUM WALLBOARD PER FBC_702.3. (2}41/2'SIMPSONSDWC15450SCREWS, — INSTALLED PER DETAIL 10/SDWC; EA STUD TO BOTTOM PLAT 3W FLOOR SHEATHING PER FLOOR FRAMING NOTES. MIN. 1l7 GYPSUM WALLBOARD CEILING PER FBC_302.13. EXCEPT WHERE 5W TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBC_302.6. CEILING IS NOT DESIGNED AS DIAPHRAGM. (1).6- SIMPSON SDWC15600 SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA STUD TO TOP PLATE INTERIO 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 170.C. MAX ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1.6) MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR) 1080 PLF (1ST FLOOR) MAX. UPLIFT: 442 PLF —* HIGH SHEAR TWO STORY EXTERIOR WALL �— ROOF SHEATHING & NAILING PER ROOF NOTES. r 2x SYP►2 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'x25S) RING SHANK NAILS @ 4- O.C. MAX. U.N.O.ON FRAMING PLAN: (2}6' SIMPSON SDWCI56M SCREWS EA TRUSS TO TOP PLATE. REFER TO DETAIL 5/SDWC. 2rKI FLOOR PLAT_E_h PER PUW i1 OVERHANG & CORNICE PER DESIGN PLANS. 2x SYPI2 SUSFASCIA W/ (3)-0.137' x 3- END NAILS TO EA TRUSS (U.N.O.) DOUBLE 2. 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 WF70/ SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WFIO MID -HEIGHT 2X BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3)-0.131- x 3" TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING 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. `r1r REFER TO DETAILS W5107 (FOR HOIST) OR I W8125 (FOR FLOOR TRUSS) ON THIS SHEET 4SC_R FOR FLOOR -TO -FLOOR CONNECTION INFORMATION. 1stFLOOR PLATEPER 'DOUBLE 2x TOP PLATE. REFER TO DETAIL WF07/502. (3)- 0.131' x 3' TOE OR END NAILS, EA STUD TO TOP PLATE. 3/4'=1'4T EXT. WALL SHEATHING PER DETAIL VW101 SO4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MID41EIGHT 2t BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131' x 3' TOE OR END NAILS. 2. STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. 12) 4 112` SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 101 SDWC; EA. STUD TO BOTTOM PLATE. (3)-0.131. 3)-0.13/' x 3" TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FOUNDATION PER PLAN. SLAB ELEVATIO� O L .. p! _ x • •• �� ``� S STRULT: N >� OC CHECK: CC w JOB No. STAR-18156 rr SCARE AS INDICATED SD5 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 4'4Y + HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES ,7 GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXW.V3441S USED), SEE DESIGN PLANS. trr GYPSUM WALL BOARD MAYBE SUBSTITUTED VW MIN. 3-12' THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 12' GYPSUM WALLBOARD PER U373/PW1, U33SPW2, U347/PW4, OR V344PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. Stl (O.OW x 1-W LONG, 1SI61' HEAD) COOLER NAILS OR No. S TYPE W DRYWALL SCREWS (MIN. 1414- LONG). ALL FASTENERS SHALL BE INSTALLED ® MAX 4- O.C. Q ALL SUPPORTED EDGES & 17 O.C. IN FIELD (3)-0.131- X 3- TOE OR END NAILS, EA. STUD TO BOTTOM PLATE, EA. SIDE OF PARTY WALL (1)-6-SIMPSONSDWC,5600SCREW, EACH STUD TO BOTTOM PLATE PER,I/SDWC, (EACH SIDE OF PARTY WALL). MIN. 214 SYP 92 BOTTOM PLATE. ATTACH TO CENTER OF RIM BOARD BELOW USING (1) SIMPSON SDWC156M (OA52 x W) SCREW @ 24' O.C. MAX. MAINTAIN 6' FROM ENDS S SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (0.27 x 24') SCREW* 37 O.C. MAX MAINTAIN S' FROM ENDS AND SPLICES PRE£NG. FLOOR SYSTEM FLOOR BEARING H_GT. REFER TO PLANS FIRE BLOCKING EA SIDE OF PARTY WALLAS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, EACH SIDE OF PARTY WALL, USING (1) SIMPSON SDWC156M SCREW @ 24- O.C. MAX d 6' FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 3-W PENETRATION TO RIM BOARD. (1)-fi' SIMPSON SDWC15600 SCREW, EACH STUD TO TOP PLATE PER I I/SDW'C, (EACH SIDE OF PARTY WALL). 12' GYPSUM WALLBOARD PER U3731PW1, U33&PM. U347/PW4, OR V344MM EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.086' x I-W LONG, 1584' HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-114' LONG). ALL FASTENERS SHALL BE INSTALLED 0 MAX 4' O.C. 0 ALL SUPPORTED EDGES & 12' O.C. IN FIELD MIN, 2x4 SYP i2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES d CONNECTOR LEGEND SHEET, 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 PLF - IN PLANE SHEAR -250 PUF TYPICAL PARTY WALL SECTION I PARTY WALL 4'-23/4'+HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC156W (0.152 x S') SCREW 0 48' OC d 6- FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCISSW (O.152 x 6') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373PW1, U336PW2, U347IPW4, OR V344/PN5 MIN, 2x4 SYP /2 STUDS @ 16' O.C. W MID41EIGHT WALL BLOCKING EACH SIDE OF PARTY WALL 1rr=1'-0' 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL, ATTACH PER NAILING SCHEDULE PRE£NG. FLOOR j SYSTEM 5 FLOOR BEARING HGT. REFER TO PLANS _ DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WFO7/SD2 OR SPLICE & ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U373~. U336PN2, U347/PW4, OR V344IPN5 MN. 2x4 SYP 02 STUDS a is- 0 C. W MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152x 4 Irr) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4 PARTY WALL 4'V + HALF PARTY WALL WIDTH FIRE RETARDANT I4'-2 3W + HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING TREATED ROOF SHEATHING (NO PENETRATIONS) (NO PENETRATIONS) STUDDED COMMON TRUSSES 12' GYPSUM WALLBOARD EACH SIDE OF ATTACH TRUSS TO DOUBLE PARTY WALL PER FIRE RATED WALL TOP PLATE USING (1) SIMPSON SYSTEM (IF ASSEMBLY BXW.V344IS SDWC156M (0.152 x (') SCREW USED). SEE DESIGN PLANS. 10 GYPSUM 4B' OC d 8' FROM ENDS WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3-irr THICK GLASS FIBER OR (EACH SIDE OF PARTY WALL) MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES ROOF BEARING HG_T. REFER TO PLANS FIRE BLOCKING EACH SIDE OF PARTY WALLAS REQUIRED 12' GYPSUM WALLBOARD PER U373/PW1, U33SAVa U347/PW4, OR V3441PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd (0.086' x I -SW LONG, 15Kd' HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (MIN. 1-1/4- LONG). ALL FASTENERS SMALL BE INSTALLED @ MAX C O.C. Q ALL SUPPORTED EDGES & 17 O.C. IN FIELD ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC16450 (0.152 x 4-12') SCREW CONNECT 2ND FLOOR WALL BF PLATE TO 1ST FLOOR DOUBLE TOP PLATE W (2) 114' x 4Ir2 SI SCREWS ® 17 O.C. AND 6- FR( END OF WALLS. ALL SPLICES TI BE STAGGERED MIN. 48' 12' GYPSUM WALLBOARD PER U37WPWI, U336PW2, U347/PW4, OR V344IPW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.086" x I-W LONG, ISW HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (MIN. 1-t/4- LONG). ALL FASTENERS SHALL BE INSTALLED a MAX 4' O.C. Q ALL SUPPORTED EDGES & 17 O.C. IN FIELD MIN. a4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL VW07A ON NOTES& CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX d WITHIN 8' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT =270 PLF - IN PLANE SHEAR = 250 PLF #i4 TYPICAL PARTY WALL SECTION DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WFO71 SD2F0R SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC155W (OA52x 6') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U37WW1, U336/PW2, U347/PW4, OR V344/PWS INSTALLED TIGHT TO ROOF SHEATHING. MIN.21-4 SYP 02 STUDS @ 17 O.C. W MID -HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 412') SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE WI (2) 1/4' x 412' SDS SCREWS ® 12- O.C. AND 6' FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN. 48' DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFO7/SD2 FOR SPLICE d ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDMIS 00 (o152x 8') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW1, U3367M U347/PW4, OR V344IPW5 MIN. 2x4 SYP 02 STUDS @ 17 O.C. W/MID-HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-12') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETES BAND FOUNDATION INFORMATION 4'-0' + HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 12' GYPSUM WALLBOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXW.V344IS USED). SEE DESIGN PLANS. 12' GYPSUM WALLBOARD MAY BE SUBSTITUTED VW MIN. 3-1rr THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES ROOF BEARING HG_T. REFER TO PlANB 12' GYPSUM WALLBOARD PER U37WW1, U33WW2, U347/PW4, OR V3449W5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (O.OW x I-W LONG, ISA W' HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (MIN. 1-1W LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX 4- O.C. @ ALL SUPPORTED EDGES & 17 O.C. IN FIELD MIN. 2x4 SYP 02 STUDS @ Is- O.C. W MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL (1)- 6- SIMPSON SDWC156M SCREW, EACH STUD TO BOTTOM PLATE PER 11/SDWC, (EACH SIDE OF PARTY WALL). 2x BOTTOM PLATE. FASTEN TO FLOOR SYSTEM W (1) SIMPSON 6- SDWC SCREW (SDVVC15600) @ 24- O.C. & 4' FROM ENDS & SPLICES. AT PERPENDICULAR FLOOR: CENTER SCREW IN RIM BOARD. AT PARALLEL FLOOR: SCREW INTO BEAM/TRUSS, STAGGERING IN BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW USING (1) SIMPSON SDWF2724 (0.27 x 24') SCREW • 37 O.C. MAX MAINTAIN 8- FROM ENDS AND SPLICES PRE-ENG. FLOOR SYSTEM FLOOR BEARING M_I T. -_ REFER TO PLANS FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP - PLATE, USING (1) SIMPSON SDM15WO SCREW O 24' O.C. MAX & 6' FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 33/4' PENETRATION TO RIM BOARD. (i)- G SIMPSON SDWC15600 SCREW, EACH STUD TOP PLATE PER 11ISDWC, (EACH SIDE OFF PARK WALL). MIN. 2x4 SYP f2 STUDS 0 16' O.C. W MID-IEIGHT WALL BLOCKING 12' GYPSUM WALLBOARD PER U373~, U336%W. U347PW4, OR V3446W EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd (0.08W x 114/8' LONG, 15/64 HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-I/4- LONG). ALL FASTENERS SHALL BE INSTALLED MAX 4' O.C. ®ALL SUPPORTED EDGES & 12' O.C. IN FIELD MIN. 2x4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES& CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX & WITHIN 8' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: - UPLIFT = 270 PlF - IN PLANE SHEAR = 25D PLF WOB TYPICAL PARTY WALL SECTION 17=1'-(r 4'-23/4-+HALF PARTY WALL WIDTH IL PARTY WALL FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDW-15600 (0.152 x 6') SCREW ® 48' OC & 8' FROM ENDS (EACH SIDE OF PARTY WALL) FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15800 (0.152 x 6') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373/PW1, U336/PW2, 1347/PW4, OR V344PW5 INSTALLED TIGHT TO ROOF SHEATHING. MIN. 2x4 SYP 02 STUDS Q 17 O.C. W/MID-HE IGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (oI52 x 412) SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE WI (2)1W x 4-1rr SDS SCREWB @ 17 O.C. AND 8' FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN.48' DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WFO7ISD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15600 (0.152 x S') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731T W . U33611W2, U347/PW4, OR V344AW MIN. 2x4 SYP II2 STUDS @ 17 O.C. W/MIDMEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-12') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION •' cg Z � 40 z Z � � W F m 0, 0QZ =a}0 (g t- h KWO Fay y Go� E- TH S STRUCT: N >� aCHECK: OC O W JOB No. STAR-18155 N I -LE: AS INDICATED w GTE: 114)72023 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. 4'-0' + HALF PARTY WALL W OTH FIRE RETARDANT TREATED ROOF SHEATHING ?L PARTY WALL 4'-23W+HALF PARTYWALLWDTH FIRE RETARDANT TREATED ROOF SHEATHING 4'4r + HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING 4'-23/4'+HALF PARTY WALL WIDTH PARTY WALL FIRE RETARDANT TREATED ROOF SHEATHING (1) SIMPSON HTT4W(1) SAr — THREADED ROD, 7` MIN. EMBEDMENT W/ SIMPSON SET-XP EPDXY OR EO. ATTACH TO COLUMN W (18) 0.787 x 2-10 NAILS 2. SEPARATION FRAME WALL TOP d BOTTOM PLATES SHALL RUN CONTINUOUS PAST ADJACENTFRAMEWALL TO END OF SLAB 2z SEPARATION WALL FRAMING �L I FIRE RATED WALL ASSEMBLY PER U373/PW7, U338PW2, U347/PW4, OR V344/PW5INSTALLED TIGHT TO ROOF SHEATHING. SECTION A -A WALL SHEATHING SHALL BE INSTALLED AS A CONTINUOUS SHEET FROM DOOR OPENING TO BUILDING CORNER W/NAILING PER WF10z MM DOOR OPENING INTERSECTING 2x FRAME WALL SHALL BE SCREWED TO MIN. (3) PLY BUILT UP COLUMN WITHIN SEPARATION FRAME WALL M (2)1/4- SIMPSON SDS SCREWS INSTALLED 4' FROM TOP d BOTTOM,1-11 EDGE DISTANCE, OTHERWISE SPACED Q 17 O.C. STAGGERED G'MAX 4'4T+HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING ROOF SHEATHING AND FASTENING PER NAILING SCHEDULE 12' GYPSUM WALL BOARD EACH SIDE: PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXW.V3441S USED), SEE DESIGN PLANS. 10GYPS WALLBOARD MAY BE SUBSTITUTED W MIN. 310 THICK GLASS FIBER OR II�I.p'r MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES MGA10 Q d8' O.C. d 8' FROM EA. END OF TRUSS, CONTRACTOR MAY USE SIMPSON SDWC SCREWS Q 8- O.C. d 4- FROM ENDS PER 2A/SDWC YREO ER To 7ILANSGT_�I) FIRE BLOCKING AS REOL R EACH WALL STUD OR EACH BUILT UP FASTENED TO DOUBLE TOP PLATE W WC SD156D06 SCREW MID -POINT BLOCKING BETWEEN STUDS U.N.O. ON FRAMING PLANS 17 GYPSUM WALLBOARD WALLW/5d COOLER — (0.086'z 1-W LONG 1554' HONEAD OR LBW DRY WALL SCREWS 1-1/4'LG CO.C. ON EDGE d,7 O.C. IN FIELD (I)- Cr SIMPSON SDWC15600 SCREW, EACH STUD TO BOTTOM PLATE PER 11SDAC, MIN. 2X4 SYP i2 BOTTOM PLATE. ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131'x 3' NAILS Q P O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) O.C.MAX.SIMPSON SDVVFMAINTAIN I F (OM x ENDS SCREW Q 37 . MAX. MAINTAIN 8' FROM ENDS AND SPLICES FIRE BLOCKING AS REQUIRED 314' FLOOR SHEATHING FASTEN PER PLAN PRE-ENG. FLOOR SYSTEM FLOOR BEARING H_GT. REFER TO PLANS ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SDWC156M SCREW Q Is- O.C. MAX d e' FROM ENDS d SPLICES. SCREWTO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 3-W4' PENETRATION TO RIM BOARD. (7 )-S' SIMPSON SDWCI SS00 SCREW, EACH STUD TO TOP DOUBLE TOP PLATE O(3)0.148'z -114' TOE -NAILS TO EA IJOIST , TYP. MID -POINT BLOCKING BETWEEN STUDS U.N.O. ON -� FRAMING PLANS 17I GYPSUM WALLBOARD WALL W/ 5d COOLER (O.OB6'z I -W LONG, 1594' HEAD OR 16W DRYWALLSCREWS FIELD LONG 4'O.C. ON EDGE d 17 O.C. IN FIELD 2X4 N2 SYP WALL W STUDS 16` O.LSC. SEHEDE BVV2IN THE BEARING WOOD ALCULE SHEET SS., FOR ADDITIONAL INFORMATION. MIN. 2.4 SYP 92 P.T. BOTTOM PLATE (EACH SIDE OF PARTYWALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES d CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 38' O.C. MAX d WITHIN S' OF EACH END OF WALL d EACH BOTTOM PLATE SPLICE TYPICAL PARTY WALL SECTION 4'-0'+HALF PARTY WALL WOTH FIRE RETARDANT G. PARTY WALL TREATED ROOF SHEATHING I (NO PENETRATIONS) A I A A ATTACH SHEATHING TO FRAME WALL DOUBLE TOP PLATE VWRSRS-01 NAILS V SPACING PER SHINGLE ROOF TABLE ON S7. ROVIDE SHIM MATCHING PITCH OF ROOF TO FILL GAP BETWEEN TOP PLATE d SHEATHING IF REQUIRED FASCIA, WATERPROOFING, AND FLASHING BY BUILDER/OTHERS, NOT MCD STUDDED COMMON TRUSSES 12' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY SXUV.V3441S USED), SEE DESIGN PUNS. 1? GYPSUM WALL BOARD MAYBE SUBSTTUTED W MIN. 312' THICK CUSS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 12' GYPSUM WALLBOARD PER U373MM, U336fPW2, U347/PW4, OR V3441PN5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (ODW x I-W LONG, ISRW MEAD) COOLER NAILS OR No. S TYPE W DRYWALL SCREWS (MIN. 1-1W LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX 1' O.C. Q ALL SUPPORTED EDGES d 17 O.C. IN FIELD MIN. Z14SYPS280TTOM PLATE. SCREWTO — PARALLEL FLOOR TRUSS BELOW W (2)-7/4' x 31/7 SDS SCREWS Q Is- O.C. d 4- FROM ENDS d SPLICES. ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (0.27 X 24') SCREW Q 32' O.C. MAX. ON S'FROM ENDS AND SPLICES ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDVVC15600 (0.152 x 6') SCREW Q Qr OC d 6- FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WFO7/SD2 FOR SPLICE d ATTACHMENT INFO ' I®I ' ` ATTACH EACH STUD TO DOUBLE TOP PLATE '''��II'���`III--'t'` USING (1) SIMPSON SDWC1 SSW(0.152x 6") SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373IPWI, U338/PW2, U347/PVY4, OR V344MM MIN. 2x4 SYP 02 STUDS Q 16.O.C. W MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL MIN. 2.4 SYP 82 BOTTOM PLATE. ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131' x 3' NAILS Q 4- O.C. MAX (1)8' SIMPSON SDWC1SS00 SCREW, EACH STUD TO BOTTOM PLATE PER 11/SDWC, (EACH SIDE OF PARTY WALL) 3/4' FLOOR SHEATHING EACH SIDE OF PARTY WALL. ATTACH PER NAILING SCHEDULE STUDDED COMMON TRUSSES 12' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV.V344 IS USED). SEE DESIGN PLANS. 12' GYPSUM WALL BOARD MAY BE SUBSTITUTED M MIN. 310 THICK GLASS FIBER OR MINERAL WOOL INSULATK7N COMPLETELY FILL THE STUD CAVITIES ROOF BEARING HG_T. REFER TO PLANS FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 12' GYPSUM WALLBOARD PER U373/PW1, U3314"* U347/PW4, OR V344IPN5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (DOW x 1-SIB' LONG, 15AW HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (MIN. 1-7/P LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX 4' O.C. Q ALL SUPPORTED EDGES d 170.C. IN FIELD MIN. 2x4 SYP#2 BOTTOM PLATE. SCREWTO — PARALLEL FLOOR TRUSS BELOW N (2)-7/4' x 342 SDS SCREWS Q 16' O.C. d 4- FROM ENDS d SPLICES. (EACH SIDE OF PARTY WALL) ACH BOTTOM PLATE TO DOUBLE TOP PLATE BLOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (0.27 z 24') SCREW Q 32' O.C. MAX. MAINTAIN 8` FROM ENDS AND SPLICES ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC,5600 (0.152. 6') SCREW Q 48- OC d 6' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07ISD2 FOR SPLICE d ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING III SIMPSON SDWC15600 (0.152 x S-) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U37WPW1, U33119M, U347/PW4, OR V344/PA6 MIN. 2x4 SYP I2 STUDS Q 18' O.C. N MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL (1W SIMPSON SDWC156DO SCREW, EACH STUD TO BOTTOM PLATE PER 11SDWC, (EACH SIDE OF PARTY WALL). FLOOR SHEATHING EACH 314 / S R NAILING PARTY WALL. H TTA EACH WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE M (1) SIMPSON PRE-ENG. FLOOR SDWC 1561DOW SCREW h SYSTEM DOUBLE TOP PLATE. SEE WF07/SD2FOR YREOFER TO PLANS —_—_—_ ERT pRILANNGSHGT. REOFER TO PONSING HGT_ ______�jQERBEARING LAMGT SPLICE d ATTACHMENT INFO, 11�k FIRE RATED WALL ASSEMBLY PER U373IPWI, U33SPW2 FIRE BLOCKING EA. SIDE OF ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, FIRE BLOCKING EA. SIDE OF DOUBLE TOP PLATE EACH U347/PW4, OR V344/PW5 INSTALLED TIGHT TO ROOF PARTY WALL AS REQUIRED USING (1) SIMPSON SDWC15800 SCREW Q Is- O.C. PARTY WALL AS REQUIRED SIDE OF PARTY WALL. SEE SHEATHING. CAULK WITH AN APPROVED PRODUCT TO MAX d S' FROM ENDS d SPLICES. SCREWTO BE WF07SD2 FOR SPLICE d INSTALLED INTO THE CENTER OF THE RIM BOARD. ATTACHMENT INFO CREATE AIR TIGHT SEAL PER MANUFACTURERS SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR INSTALLATION INSTRUCTIONS. PROVIDE MINERAL TRUSS W/ MIN. 33/4' PENETRATION TO RIM BOARD. (2} 1M' z 41? SDS SCREWS Q 21' O.G. d TRUSSW/ (2)-1 M' z 41? SDS SCREWS Q 24' D.C. d ATTACH EACH STUD TO DOUBLE TOP PLATE USING WOOL OR OTHER APPROVED METHOD TO FILL IN 4- FROM ENDS d SPLICES. 4' FROM ENDS d SPLICES. (EACH SIDE OF PARTY (1) SIMPSON SDWC15500 (0.152' x 6') SCREW (EACH VOIDS DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. WALL) SIDE OF PARTY WALL) SEE WF07ISD2 FOR SPLICE d ATTACHMENT INFO EXTERIOR WALL SHEATHING AND NAILING PER / AFIO/SD4 CONTINUOUS WALL BLOCKING INSTALLED AT MAX. 7-0' O.C. AS MEASURED VERTICALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE, BUILDER TO VERIFY INSTALLATION, TYP. UPPER 2.4 SYP 02 STUDS @ 12' O.C. MAX. STUDS SHALL BE INSTALLED CON?. FROM MID WALL PLATE TO UNDERSIDE OF ROOF SHEATHING, CENTERED OVER LOWER STUDS EACH ABOVE WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO BOTTOM PLATE W/ (1) SIMPSON SDWC 1SW (r SCREW FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM PLATE TO BELOW FRAME WALL DOUBLE TOP PLATE M / �L2IWx 4CE2` -1SDS SCREWS Q 17O.C. MAX. W 1'EDGE EARAN WALL PLATE.h ` LOWER 2x FRAME WALL DOUBLE TOP PLATR SHEATHING E 7SHALL MAT H 10<3ME BUILDERNOF SHALL�ELD VIER FV ANO CONFIRM EACH LOWER WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W (1) SIMPSON SOWC 15600 6' SCREW LOWER 214 SYP 02 STUDS ®17 D.C. MAX. STUDS SHALL BE INSTALLED CONT FROM FOUNDATION TO MID WALL PLATE TO MATCH ELEVATION OF FLOOR SHEATHING, TOP Q +A 10'-4 3W FIRE RATED WALL ASSEMBLY PER U373fl Wl, U33SPW2 W5 U347/PW4, OR V341IPINSTALLED TIGHT TO ROOF SHEATHING. CAULK NTH AN APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL IN VOIDS EACH WALL STUD TO P.T. BOTTOM PLATE W (1 SIMPSON SDWC154504-12' SCREW (EACH SID11 OF PARTY WALL) CONNECTION CAPACITIES: UPLIFT-270PLF IN PLANE SHEAR =380 PLF FOUNDATION PER THE FOUNDATION PLAN 12' GYPSUM WALLBOARD PER U3731W7, U33SrPW2, U347IPW4, OR V34 N Wb EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.066' x 1-55' LONG, 1&64 HEAD) COOLER NAILS OR No, S TYPE W DRYWALL SCREWS (MIN. 1-114- LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX 4- O.C. Q ALL SUPPORTED EDGES d 17 O.G. IN FIELD MIN. 2X4 SYP 42 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL), ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL VW07A ON NOTES d CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX d WITHIN 8` OF EACH END OF WALLd EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: - UPLIFT :270 PLF - IN PLANE SHEAR = 250 PUP TYPICAL PARTY WALL SECTION NOT USED 1/2'=1'T (1 } 6- SIMPSON SDVYC156W SCREW, EACH STUD TO TOP PLATE PER 71/SDWC EACH SIDE OF PARTY WALL). FIRE RATED WALL SYSTEM PER U373~, UMWPW2, U347/PW4, OR V3441PW5 MIN. 2x4 SYP 02 STUDS Q Is- O.C. W MID41EIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (OA52 x 4-12') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION ,2' GYPSUM WALLBOARD PER U373/PXV7 U 3 U347IPW4, OR V344PW5 EACH SIDE OF PARTYY WALL FASTENED USING MIN. 5d (0.OW z 1-5/e' LONG, iSW HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (MIN. 1-i/4` LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX CDC. Q ALL SUPPORTED EDGES d 12.O.C. IN FIELD MIN, 2X4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES d CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAYBE SPACED AT 36' O.C. MAX d WITHIN W OF EACH END OF WALL d EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT =Z70 HEAPLF - INPLANE SR =250 PLF ry3�j TYPICAL PARTY WALL SECTION 12'=1'-0" FIRE RATED WALL SYSTEM PER U373/PW7, U33&PW2, U347/PW4, OR V34UWr5 MIN. 2114 SYP 02 STUDS Q 16' O.C. N MIDl4EIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC75450 (0.752 x 4-12') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION Q8 W QF Q 2 J Z J jo Q ZZ �v V� o 3 S M w it O 0 C V a + P 40 C Z 7 0 CDC LU m O U xLU - ia0 - (9�F- w W O IL ni STRUCTURAL ENG: TH I � OC d16tic CC w JOB No. STAR-18158 t S— AS INDICATED w DALE: 11/0]R023 SD7 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOT PRE ENGINEERED FIRE RETARDANT ROOF TRUSSES PER SHEATHING ATTACHED PER PLAN NAILING SCHEDULE. SEE ARCHITECTURAL PLANS FOR REQUIRED LOCATIONS 2x FASCIA PER PLAN, SEE ELEVATIONS FOR MORE INFORMATION 2x FRAME OR CM U WALL. SEE ARCHITECTURAL PLAN FOR MORE INFORMATION 1-HOUR FIRE RATED SOFFIT PER GA FILE NO. RC 2602 TO EXTENDAMIN. 4'47 EACH SIDE OF 2 HOUR FIRE RATED ASSEMBLY, INSTALL BASE LAYER SIB" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO V0M TRUSSES 24' O.C. MATH 1-1/4" TYPE W OR S DRYWALL SCREWS 2B O.C. FACE LAYER SW TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES MATH 1-75" TYPE W OR S DRYWALL SCREWS 12' O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 1.1? TYPE G DRYWALL SCREWS 12' O.G. PLACED 7 BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24' FROM BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING 10 WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 0.131"x 2-Irr NAILS. APPROPRIATE ROOF COVERING. FIRE CAULK EDGES AND ENDS AS REQUIRED TO PROVIDE AN AIR TIGHT SEAL TYPICAL FIRE RATED SOFFIT ' rL PARTY WALL 7 C CHANNEL OR RUNNER INSTALLED PER MANUFACTURER'S SPECIFICATIONS 2x BEARING WALL PER PLAN. SEE EXTERIOR FRAME WALL SCHEDULE INTERIOR FINISH PER BUILDERS SPECIFICATIONS FIRE RATED WALL SYSTEM PER DESIGN PLAN. INSTALLED TIGHT TO ROOF SHEATHING. TWO HOUR FIRE WALL @ FRAME INTERSECTION 3/4"=1'4T 7 C CHANNEL OR RUNNER MIN. 3/4" AIR SPACE INSTALLED PER MANUFACTURER'S FIRE RATED ROOF SPECIFICATIONS SHEATHING PER PLAN BREAKAWAY CLIP OR TRUSS OVERHANG EACH ALUMINUM ANGLE SIDE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WHERE EMENO GYPSUM BOARDS REQUIRED PER UL PER FIRE RATED WALL U3719 M7, U336/PW2, SYSTEM INTO SOFFIT AREA U347/PW4 OR V344/PW5 SECTION A -A ROOF SHEATHING — ATTACHED PER NAILING SCHEDULE FASCIA PER PLAN 1 ATTACHCHANNEL FLANGE I TO BOTTOM OF FASCIA W/ J (3)1-1/4' TYPE W SCREWS INSTALL C CHANNEL OR RUNNER FROM BOTTOM OF FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE EXTENSION OF THE GYPSUM BOARDS. FASTEN 2' C CHANN ELOR RUNNER W/MIN 1-IWTYP W SCREWTO FRAME OR 3/16" x 2-1/4" TAPCONS TO MASONRY AS SPECIFIED PER UL U373IPW1, U3361PW2, U347/PW4 _ OORR VJ"NV6 OR I', TWO HOUR SEPARATION 0 EAVES GYPSUM BOARDS PER FIRE RATED WALL SYSTEM U373PWI, U336IPW2, UWM 347/POR V344IPW5 MUST EXTEND INTO SOFFIT AREA IF EXTERIOR WALL IS FRAME PROVIDE SOLID BLOCKING AS REQUIRED TO INSTALL C CHANNEL TRACK EXTERIOR WALL PER PLAN 0111111111 a Q� LL$ Z N " V1 C c V z oo �qt �LL =W 0a CE 1 9 STR— JV a-ECK: CC O w JOB No. STAR-181W 2 SCALE: AS INDICATED w DATE: 11/072023 1 rr=ro" I \�J COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �L Design No. U373 BXUV. U373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consufted 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 subniter and have been Investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users; of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of m asseblies. The Guide Information includes specifics concerning alternate materials and alemate methods of construction. Only products which bear UUs Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U373 March 05, 2018 Nonbearing Wall Rating - 2 Hr (Area Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A and 4B) Nonbeanng Wall Rating 2 Hr (Protected Wall, See item 48) Finish Rating -120 Min. (See item 4) Indicates such products shall bear the UL or cUL Certification Mark orjunsdictions employing the UL o cUL Certification (such as Canada), respectively. SECTION A -A O 0�1 SECTION B-B CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY CONFIGURATION S EXPOSED TO FIRE FROM EITHER SIDE AREA SEPARATION WALL: - (Nonbeanng, M. Height -44 t) 1. Floor, Intermediate or Top Well - 2-3116 in. wide channel shaped with 1 in. long logs formed from No. 25 MSG gall steel, severed with suitable fasteners Spaced 24 in. OC. 2. Steel studs - Steel members formed from No. 25 MSG gall steel having •Hpac " -shaped flanges slowed 24 in. CC; overall depth 2-1/8 . and m flange width 1-12 in. - o 3. Gypsum Boar? -Two fryers at 1 in. thick gypsum wallboard liner pawls, supplied in tom 24 in. widths. Vortical edges of panels friction Y fitted into -W-shaped studs. GEORG"ACIFIC GYPSUM LLC -Types TRSL, DGUSL O O PROTECTED WALL: (Bearing or Nonbearing Well, as indicated in Item 4, 4A and 4B. When Bearing, Load Restricted for Canadian w Applications -See Guide BXUV7J i DETAIL SHOWN ON THIS SHEET IS 4. Woods Studs - For 2 Hr. Bearing or Nonbearing Wall Rating - Nom 2 by 4 in., max spacing 24 in. OC. Studs cross -braced at mid -height > PUBLISHED BY UL (UNDERWRITERS �d LABORATORIES). SIGNED AND where necessary for chic attachment Mn. 314 in. separation between wood framing and area separation wall. Finish rating evaluated for wood LL SEALED FOR THE jijy��1Q�L, surds only. PORTION O �,•�W�j. 4A. Stsel Shads -(As an alternate to Item 4, not shown) - For 2 IS. Bearing Wall Rating - Corrosion protected steel Studs, min. No. 20 MSG (0.0329 in., Irin bare metal thickness) steel or min 3-12 in. wide, ram No. 20 GSG (0.036 in. Hick) gatv steel or No. 20 MSG (0.033 in. thick) pdmed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel o Structural Members by the American Iron and Steel Institute. AN design details enhancing the structural integrity of wall assembly, including He �a! ainal design load of the studs, shall be specified by the steel stud designer and/or producer, and shall meet the requimmalts of all applicable local code agencies. The max stud spacing of wall assemblies o in.2 in.Z es shall nexceed 24 . OC. Studs attached to floor and ceiling tacks with 1. a 0Q �. •!! O v ! V 01 long type S-12 steel screws on both sides of studs a by welded a bolted connections designed inaccorda oe with the AtSI specifications. Top and bottom trade shall consist of steel members, min No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG (0.036 in. : !IS i �_ thick) gew steel or No. 20 MSG (0.033 in. Hick) primed steel, that provide a Sound structural connection between steel studs, and to adjacent sse ibies such as a floor, calling, andfo other waft. Attached to flow and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs crossbraced with stud Inning at mid —height whereattachment. necessary for clip attament. Mn 314 in. separation between steel framing! and area separation wall Finish rating has not been —lualod forsteel studs. • • IY nu N ! 0 ! J ! �� Q Sees ~ a� 48. Steel Studs - (As as ate rste to term 4 and 4A, for use in Configuration 8 only, not shown) - For 2 Hr. Nonbearing Well Rating - Channel • shaped, fabricated from min 25 MSG corrosion -protected steel, min 3 12 in. wide, min 1A14 in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be cut 318 to 314 in. less than assembly height Top and bottom tracks shall be channel shaped, abrcaed from min 25 MSG !! o conoslonyrotected steel, min width to accommodate stud sae, with min 1 in. long logs, attached to floor and calling with fasteners 24 in. OC ma.. Studs cross -braced with stud frarlig at mid -height where necessary for clip attachment Mn 314 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. rc 5. Gypsum Board -Classified or Unclassified - Min 12 in. Hick 4 t wide, applied either horaontaly or vertically. Wallboard aftwhed to wood studs (Item 1) with 1-1/4 in. long steel drywall nails spaced 12 in. OC. Walboard attached to Steel studs (Item 4A or 4B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical join located over studs. (Optional) Joints covered with paper tape and joint compound. Nall or screw heads covered with joint compound. 5A. Plywood Sheathing or OSB - (Nei shown) - As an &%mate to Item 5, Nominal 12 in. Hick or greater plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joids bested over studs. Horizontal joint shal be butted fight to form a dosed joint Fastened to studs with nails o screws ofsufficient length, spaced 12 in. OC. Joints and fastener heads we not required to be treated. Aluminum dips Shall be spaced as described in Inn S. 6. Attachment Clips - Aluminum angle, 0.062 in. thick, min 2 in, wide with rnn 2 in. and 2-12 in. legs. Clips secured with minimum one Type S screw 3/8 in. long to "H" studs and with minimum one Type W screw 1-1/4 in. long to wood taming or steel framing through holes provided in Clip. Clips spaced a ma. of 10 IN OC vertically between woad or steel framing and "Fir studs for separation walls up to 23 It high. For separation walk up to 44 ft high, dips spaced as described above for the upper 24 t and the remanng wall are below required dips spaced a max 5 t OC vertically between wood or steel honing and "Fr studs. 7. Bab and Blankets" - (Optional, now shown) - Placed in stud cavities, any gless fiber or rninerel wool insulation, max 3.0 pal density, bearing the UL Classification Marling as to Surface Burning Characteristics anaor F Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. Indicates such products shall bear the UL or cUL CertHkation Mark for jurisdictions employing the UL ce CUL Certification (such as Canada), respectively. 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STAR-18153 t SCAIE: AS INDICATED m� DATE: 11N7r1W =1 PW1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U� 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 submilter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise. R is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consu8 the generat Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of const--ion. Only products which bear UUs Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May 08, 2018 Exposure to fire from separation Wall side only Nonbearing Wall Rating - 2 Hr (Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A) Nonb Baring Wall Rating 2 Hr (Protected Wall, See Rem 4B) Finish Rating -120 Min. Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A SECTION B-B O M ,R,'�&gty�'o,S?t 1 V 1 ►,1 11 w a CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 0 0 0 11 11..11 o �; 11 =mow CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Max Height -66 fl) 1. Floor, Intermediate w Top Wall - 2 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced at 24 in. OC. 2. Metal Studs - Steel members formed from No. 25 MSG gaN steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2 in. and flange width 1-M in. 3. Gypsum Board' - Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. widths, Vertical edges of panels friction fitted into "H" - shaped studs. CGC INC - Type SLX UNITED STATES GYPSUM CO - Type SLX USG SORAL DRYWALL SFZ LLC -Type SLX USG MEXICO S A DE C V - Type SLX PROTECTED WALL: (Bearing or Nonbearing Wall). When Bearing, Load Restricted for Canadian Applications- See Guide BXUV7. 4. Woods studs - Nom 2 by 4 in. max spacing 24 in. OC. studs cross braced at mid -height where necessary for dip attachment Min. 3/4 in. separation between wood framing and fire separation well. 4A. Stet $—a - (As an aftemate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG 10.033 in. thick) primed steel, mid formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer and/or producer. and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long type S-12 steel screws on both skies of skids or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracts shall consist of steel members, min No. 20 MSG 1110326 in, min bare metal thickness) steel or min No. 20 GSG (0,036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, anti/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud framing at mid -height where necessary for clip attachment Min 314 in. separation between steel framing and area separation wall Finish rating has not been evaluated for steel stills. 48. Steel Studs - (As as alternate to Rem 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbeanng Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3 12 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 318 to WAI 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 lags, attached to floor and ceiling with listeners 24 in. OC max. Studs cross -braced with stud framing at mil! -height where necessary for dip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 It wide, applied either horizontally or vertically. Gypsum board attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC. Vertical joints located over studs. (Optional) Joins 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 (Rem 6) for separation wall up to 24 R high. Space clips a max of 10 it OC vertically between wood framing and "H" studs. 68. Clip placement (Item 6) for separation walls up to 44It high. Space clips as described in item 6A for upper 24 R Remaining wall area below requires dips spaced a max 5 it OC vertically between wood framing and "H" studs. 6C. Clip placement (Rem 6) for separation walls up to 66 It high. Space clips as described in hem 6A for upper 24 it Space dips as described in item 68 for next 20 ft. below the upper 24 ft. Remaining wail area below requires dips space a max of 40 in. OC vertically between wood framing and'W'studs. 7. Non -Bearing Wall Partition Intersection - (Optional) - Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3 in. long 10d nails spaced a max 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. king 10d nails spaced a max 16 in. CC. vertically. Maximum one non -bearing wall partition intersection per stud cavity. Non -bearing wag parttion 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 banter. KNAUF INSULATION LLC - Type ECOSEAL Plus ' Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing its UL or cUL Certification (such as Canada), respectively. CONFIGURATION B Tn. appaamr par a <amgMs name «Pcact In awls araR.sa aon r,a m sas.a«. van poauclr w laeranrR rues arm mrnuuprm urwv 1A.r sabHlp eat«. only Braes ProJcm Gw errm Fu a 1 a wrelRerMaaCxtlnM arch covert urq«UL'r FalnreDp SmM:e glnaya lock Icre,e EXPOSED TO FIRE FROM EITHER SIDE N.re m ue proerct uL permaa tlr repro4uctlm ortlre —4 —1— In me OnNra C«tleutlm otecmry augect bare alroRmp carwXlarrs:1. Tare o,wwe wrmrwlm. Aaangks, CenrRucuarrr. capes. ryammm, arw« wsnuaar. peal mua a Pam1.R mrMk rrureryars b a nwmw4egnp mmme, wlerrLLmy maNp/Ybr LMaI«6-Y d tlw 1mHRler'T1ePmrrre RanIlea. Certlecatlpnr graa«yr v an. UL Ran UL'thudappv agacatbMe .maaea maralaL m math, me remaRaa mrwnY mart Yrrllrar a wpyrgM mace m are mao.lr,elwm.e ro zols k ur COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MO NOTE: UL DESIGN U336 OR U347 MAY BE SUBSTITUTED FOR U373. HOWEVER, THE ENTIRE PARTY WALL MUST USE THE SAME ASSEMBLY. ALL PARTY WALLS WITHIN THE SAME BUILDING MUST USE THE SAME ASSEMBLY. NTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. DETAIL SHOWN ON THIS SHEET IS PUBUSHED BY UL (UNDERWRITERS LABORATORIES). �jHAND SEALED FOR T / A PORTION OF NG O i`r 2 44 Z (� Q J IIAa gi id 7 w ~ M V2 G p 1 a: O ULI i if M F. OW d C V m M c f9 z 2 W � C u W:)0 _IL co Z I—a3 - 0 F- 0 - W K W }0 d yeoF • STAUCT: N � oc clmEak: cc 0 w tea No. STAR -tat% i SCN.E: AS INDICATED w DATE: 111072M a 4 PW2 u� Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted In all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investi ated b UL for compliance with applicable requirements. The dished information cannot 9 Y d nuance eq published always address every construction nuance encountered In the field. When field issues arise, it is recommended the first contact for assistance be the tedunical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning attemate materials and attemate methods of con's . n. 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 - ami/ul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - canduk,s101 certified for canada design criteria and allowable varances Design No. U347 March 05, 2018 Nonbearing Wall Rating -2 Hr (SEE ITEMS 5, 5A AND 58) (SEPARATION WALL, SEE ITEMS 1,2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall, See Reny 5 and 5A) Nonbearing Wall Rating 2 Hr (Protected Wall, See items 5A and 58) Finish Rating -120 Min. (See item 5) • Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. �d7sk / O CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -bearing, max height - 66 ft -see Rem 6) 1. Steel Track - Floor, sidewall or top wall track Nom 2 in. wide channel shaped with nom 1 in. log legs, famed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - "H" shaped studs formed from No. 25 MSG gaN steel having an overall depth of approximately 2 in. and flange width 1-318 in. 3. Gypsum Board' -Ttwo layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fit into W' shaped studs. NATIONAL GYPSUM CO - Types FSW, FSW-B, FSW-7, FSW-9 PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4, 4A and 413. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Air Space -Minimum 3/4-in. air space. 5. Wood Studs -For Bearing or Nonbearing Wall Rating - Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced st mid -height where necessary for dip attachment. Min 314 in. separation between wood framing and fire separation well. Finish rating evaluated for wood studs only. 5A. Seel Studs - (As an attemate to Rem 5, not shown) - For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the D n of Cold -Formed Steel Structural Members the American Iron and Steel Instikae. AN n erg M design details enhancing the structural integrity of the wall assembly, including the axial design load of the skids, shall be w 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 cads with 12 in. long Type S-12 steel screws on both sides of studs or by welded or boiled connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0,033 in. thick) primed steel, that provide a Sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. studs cross -braced with stud framing at midheight where necessary for dip attachment. Min 314 in. separation between steel framing and area separation well. Finish rating has not been evaluated for Steel Studs. 5B. Steel Studs - (As an attemate 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 1-114 in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height Top and bottom tracs shall be cannel shaped, fabricated from min 25 MSG corrosion-proteded steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 6. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 it 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 (Rem SA or 58) 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 attemate to Item 6, Min 12 in. thick plywood m OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted tight toform a closed joint Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum clips shall be spaced as described in item 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 Batts and Blanker are used in place of dens 6 and 6A, the max height is 54 ft and the aluminum dips (item 7) shall be spaced a max of 5 ft OC vertically. Min 314 in. separation between insulation and area separation wall. See Batts and Blankets (BKNV) category in the Building Materials Directory and Bair and Banker (BZJZ) category in the Fire Resistance Directory for name ofClassified Companies. 6C. Wall and Partition Facings and Accessories • - (not shown) - as an attemate to Rem 6, 6A and 68,4 It wide panes, applied vertically. Panels attached to wood studs (Item 4) with 1-5/8 in. long steel drywall screws spaced 16 in. OC. Vertical joints located over studs. Joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. NATIONAL GYPSUM CO - Type SoundBreak Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -Types QuietRock QR-500, QuietRodkQRr-510, QuietRock QR-525 60. Gypsum Board• - As an alternate to Rem 6 - Min 5/8 in. thick, min. 6 in. wide batten strips, applied on both sides of Steel Studs (Item 2) and horizontal back to back Steel Track (Item 1). Min. 518 in. thick, min. 3 in. wide batten strips applied on both sides of single Steel Track (Item 1) at perimeter of assembly. Batten strips secured to studs with 1-1M in. long Type S steel screws spaced 12 in. OC. Batten joints shall be butted tight to form a closed joint. As an option, entire sheet of gypsum board may be used in lieu of the battens. Clip placement as in Rem 7, 7A, 78, or 7C. NATIONAL GYPSUM CO - Type FSW-3, FSW, FSW-6. 7. Aluminum Clips - Aluminum angle, 0.049 in. thick 2 in. wide with 2 in. and 2-1/2 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 ft 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 a steel framing and'W'stlds. 7C. Clip placement for separation walls up to 66 ft high: Space dips as described in item 6A for upper 24 fL space dips as described in Rem 6B for middle 30 R Remaining wall area below requires clips spaced a max of 39 in. OC vertically between wood or steel framing and'W'slucle 8. STC Rating - The STC Rating of the wall assembly is 61 when it is constructed as described by items 1 through 6, except A. 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. DC. Joints and screwheads shall be covered with paper tape and joint compound. 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 insulation baits, min. 0.80 pd. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for Name of Classified Companies. E. Max Height of Separation Wallis 23 fl. F. The STC rating applies to Configuration B only. G. Steel Studs (Rem 5A, 5B), Plywood Sheathing or OSB (Rem 5A and item 9) and Batts and Blankets (Items 6B) not evaluated as alternatives for obtaining STC rating. SA. STC Rating - TheSTC Rating of the wall assembly is 69 when it is constructed as described by items 1 through 6, exceptA. Item 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Item 6C, above -Wall and Partition Facings and Accessories* -Type QuietRock OR510 panels shall be installed. C. Item 7, above -Aluminum Clips- Spaced a max ot 10 R OC vertically. D. Batts and Blankets• -Tthe cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation bats, min. 1.0 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory ant 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 8 only. G. Steel Studs (Items 5A, 5B), Plywood Sheathing or OSB (Item 6A and Rem 10) and Batts and Blankets (items 68) not evaluated as altematives for obtaining STC rating. 8B. STC Rating - The STC rating of the wall assembly is 70 when it is constructed as described by Reins 1 through 7, except A Rem 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Rem 6C, above -Wall and Partition Facings and Accessories* -Type QuietRock OR525 panels shall be installed as described in Rem 5C. C. Item 7, above -Aluminum Clips -spaced a max of 10 R OC vertically. D. Batts and Blanker* -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation bells, min. 1.0 pcf. See Batts and Blanker (BKNV) category in the Building Materials Directory and Batts and Blanker (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Walls 23 fL F. The STC rating applies to Configuration B only. G. Steel Studs Items SA 58 Plywood Sheathing or OSB Item 6A and Rem 10 and Batts and Blanker items 68 not ( 1, ing 9 ( ) ( 1 evaluated as alternatives for obtaining STC rating. 9. Non -Bearing Wall Partition Intersection - (Optional) Wall system consisting of nominal 2 by 4 in. stud or nominal 2 by 6 in. stud. Maximum one non -bearing well partition intersection per stud cavity. 10. Plywood Sheathing or OSB - (Optional) - Min 12 in. thick plywood or OSS applied horizontally a 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. CC. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. TM epprcarce ale ammanya nrrc a larahwt M eels E Ens nit In it-s-awl PatrMs eon naerNNNE Irve call malalacNM lamer LL1 PoIIo V SaMce. allyemae pi-hoboW Moans tlmm4eeawlEartlmOtt 4a farm coven umr Ue'sF-JesNvnce.ANays lookbtlw uL rymma INe repatrcem am. maYEtl car,dYwa m me onurc cartlsumn oNeca,ry acclem a elm AopaNno car,trua.: 1. Tlmq,lee klarinatlarL AtamntlYa. Cmatrudbrm, Ner1OlL. eye:m., mina crosncaaac. fwaal Irctl Ins Peaenle0 N sekenurery mIR N nac.m.kmrlp Innnr, wwcom arty mm4prtlbn mina Ella Ins tra.Nmal3.IM tlRemenr 7kNrIrNaE ham lM OnNrc CMNlcatlms ann%ay vAN pxMasbn can LL' mum appax agacemrolNe enramw nmlerbL In aNmtlm, me mPlmeE ms4Ml musts maua a oopyrlNM notice In1M fallamMg bmmf:'O al1P LL LLC 2 DETAIL SHOWN ON THIS SHEET IS > PUBLISHED BY UL (UNDERWRITERS < LABORATORIES). SIGNED AND 0 SEALED FOR THE PORTION u{l 0 �O�FT r o��[•PA• N�/�� Ji _ < clan _Om J 100 2 w U) to Q J >J H F- W W 1n It c c Z Ch Q � J F UJ W O S Q Lu Vi ia0 K W O d (yy/7 N onoF C W .29 W C 7 OR EC u • � srnucr: W � oc wE« cc O JOB W STAR-181% 2 SCAIE: AS INDICATED W OATE: 11NTr M COPYRIGHT MCD 2015, The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. V344 02022 UL LLC BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consuhed 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 "Wed information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specKcs concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance ratings - ansi/ul 263 certified for united states design criteria and allowable variances as general information for fire resistance ratings - can/ulas101 certified for canada design criteria and allowable variances Design No. V344 February 04. 2022 Nonbearing Wall Rating - 2-12 Hr (Area Separation Firewall, See items 1, 2, and 3) Bearing or Nonbeadng Wall Rating 2-12 Hr (Protected Wall, See items 4 and 5) Finish Rating - (120 or 150 min, see item 5, SA and 513) Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Exposed to Fire from Either Side Side A Side B 1-12" Type G Drywall Laminating Screws tr tr L + L � L z + + ti 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 a) 1. Perimeter and InhrmWlabe Channels - 2 in. wide channel shaped with rum 1 in. long legs. formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Framing members formed from No. 25 gaN steel having "H" shaped flanged spaced 46' 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 lengtie. Vertical edges of panels friction fitted into "H" - shaped studs. AMERICAN GYPSUM CO -Type EKCEL PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4 and 5. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Wood Studs - Bearing or Nonbearing Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. face parallel or perpendicular to gypsum board (Item No. 3). Studs cross -braced where necessary for dip attachment Min 314 in. separation between wood framing and area separation firewall. 4A. Steel Studs - (As an attemate 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 structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel sWtl designer and/or protlucer, 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 skies of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of sled members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross -braced with stud. Min 3/4 in. separation between steel framing and area separation wall. 4B. Steel Studs - (As an attemate to hems 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from nun. 25 MSG corrosion -protected steel, min. 3-12 in. wide, min 1-1/4 in. flanges and 1/4 in, return, spaced a max of 24 in OC. Studs to be cal 318 in. to 3/4 in. less than assembly height Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud sae, with min 1 in. long legs, attached to floc and ceiling with fasteners 24 in. OC. max. Studs cross -braced with stud framing at mid -height where necessary for clip allachmmt. Min 314 in. separation between steel framing and area separation wall. 4C. Framing Members' - Steel Studs - (As an attemate to Item 4, 4A, and 48) - 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 trades, min Width to accommodate stud sae, attached to floor and ceiling with fasteners 24 in. OC max. Studs to bean 314 in, less Inan the assembly height and installed wind a 12 in. gap between the end of the stud and track et the bottom of the wall. Shack aces -braced with stud naming at mid -height where necessary for dip attachment Min 314 in. separation between steel framing and area separation wall. CALIFORNIA EXPANDED METAL PRODUCTS CO - Vipe25 TM CLARKDIETRICH BUILDING SYSTEMS - CD ProTRAK CRACO MFG INC-SmartSkd25 TM IMPERIAL MANUFACTURING GROUP - Vipefl5 TN MARIONAVARE, DIV OF WARE INDUSTRIES INC - Vipe25 TM STUDCO DUILDING SYSTEMS -CROCSTUD 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick 4 It wide, applied either horizontally or vertically. Gypsum board attached to wood studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC or 1 in, long Type W coarse thread steel screws spaced 12 in. OC. Joints may or may not be covered with paper tape and joint compound. When minimum board weight is lass than 1.3 lbsM, Finish Rating is 120 min. When minimum board weight is 1.31bs/82 a greater, Finish Rating is 150 min. 5A. Plywood Sheathing w OSB - (Not Shown) - As an aftemate to Item 5, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs horizontal joints shall be butted tight to forth a dosed joint fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are nit required to be treated. Finish Rating is 120 min. When used in addition to Item 5 Finish Rating is 150 minutes. 58. Batts and Blankets' - As an alternate to Items 5. Glass fiber or mineral wool Insulation, min. 3-12 in. thick placed to completely fill the 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 3/4 in. separation between insulation and area separation wall Finish Rating is 120 min. When used in addition to item 5 Finish Rating is 150 minutes. 5C. Loose Fill material'.- (Optional) - To be used in addition to Items 5, SA or 5B. any loose fill material bearing the UL Classification Marking for Surface Burning Characteristics, placed to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product. Min 3/4 in. separation between insulation and area separation war. 5D. Fiber, Sprayed' - (Optional) - To be used in addition to hems 5, 5A ro 5B. The spray applied cellulose fiber is applied with water to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product with nominal dry density of 2.7 b1t 3. Aftemate Application Method: the fiber is applied without water a adhesive at a nominal dry density of 3.116113, in accordance with the application instructions supplied with the product. Min 314 in, separation between insulation and area separation. U S GREENFIBER L L C - SANCTURAY, FIRM, INS735, NS745 AND INS75OLD for use with wet or dry application. iNS515LD, INS541LD, 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 or min. 0.050 in. thick, min. 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with min. No. 8, 3/4 in. long panhead sharp screws to'H'studs and wood framing through holes provided in dip. 23 ft. Heigh Clip placement (hem 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 (hem 6) for separation firewalls up to 44 ft. high. For the upper 24 a 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 (hem 6) for separation firewalls up to 66 ft. high: For the upper 24 ft of the wall system, space the Limitation clips 10 ft. OC. On the next 20 ft. below space the clips 5 ft. OC, and then 40 in. OC for the remainder of the wall. 7. Laminating Screws - Gypsum boards (hem 3) are secured to each other with 1-12 In. long Type G laminating screws from both sides of wall in between the H studs. on both sides of the wall rows spaced 24 in. OC with a maximum dimension of 12 in. from the top and bottom Cchannels of the assembly. On one side of the wall each row contains 2 screws located 12 in. frorn each face of the H-studs. On the other side of the wall each row contains 2 screws located 16 In. from each face of the Hstuds. Refer to Illustration. 8. Non -Bearing Wall Partition Intersection - (Optional) - For wood framing - Two nominal 2 by 4 in. stud or nominal by 6 in stud nailed together with two Sin. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. studs with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. maximum on non -bearing wall partition intersection per stud cavity. Nan -bearing wall Partition stud depth shall be at a minimum equal to the depth of the wall. 9. Culking and Sealants' - (Optional - Intended for use as an air barrier - Not evaluated as fire blocking) - A bead of sealant applied around the partition perimeter in the 3/4 in. air space between wood framing (Item 4) and gypsum board panels (item 3) to create an air barrier. DUPONT DE NEMOURS, INC. - Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Sluff Pro Window & Door ICP ADHESIVES & SEALANTS INC - Handi-Foam Fireblock Haudi-Foam Fireblock West, and Fast Foam Fireblock Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2022-02-04 Tle.ppeamnce err, amnpary. reme arasva I pn M. aauwsa s... not fin s..s I...wa sIx watrata w la.nwl.a Nw eeen m.mxackras uwr LL1 roxoeu echo. Only tkoae pradru b Yee UL rook-W be ameW btie cM ixi co sunder W. Poe Up saMn. ANmy. leak ft ee N.rk an tlu UL Wm^A. tie reRa4uoean a-m.-aamakeeIn 0eOMne Careauean elk.abry..4-bee--nit amdhlan.: 1. Tie OJM W-11M A..e.W... Cant Darn. O Agm,.y.Ym.,-S"C.NMaeafll )mu.lapke+«ktU ti aerr.rdraty aria in. rwtM.e.ana n v rwtera airyninsul nanam. Ma )err traelnp.t Z till. NataI-. M1am bit ONkr CetlRoem. arae>y.eh per,tivl.n ham UL',mrt appar aq.cmabee.m.cus mMrW. N aasxWn. tie repnraW mpal.l mud I- a <apyrgN retlea ti fie MloMnp Axmtt 1 am u LLC RapnnleE from fie OnYM Cemx Bone Diecbry vat va,moon nra,n u SHOWN ON THIS SHEET IS iED BY UL OIYBIEftM91TE& • I • a. j Of N O• Z .. N v O •• �� i IM W 4tl Z' J 0 a. �4 p �3 zw pWZ ° go Z ViE M - a y C. 10 Z O a' -IC. 7 S ol 1 LU m O V =az - =a0 - V' � F WLU 0 IL � sTaucr: ry act cHEak: co O rU see No. STAR-18158 r sCALE: AS INOICIITED PW5 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. e CODES SDY C1SM NPNIGUES ERM SINGLE SDWC ROOF TO WALLOR BEAM INSTALLTION SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION N.T.S. 4-14° Truss ar Palter m o-° (2) SDWC156.00 roars 1J4' DOUBLE SDWC INSTALL: CONFIGURATION A DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. SDWCI5NO.t ngidd—bla both. plate over wood floor (Wde see of stud) Both. plate RIM pat / Blo. u at double top ace of stud) Note RIWa-dea19lbrYeYldalealys9rt SDWC ST WT08Of f. PLATE CONNECTION CNER VVOODFLOM Rafter to Top Plate shown Truce to Top Plate aYrihr Optimal-X; 10 0• 30' ME A Ys•Ma SDWC151D0 Nob 1.ipedtodra111eeraleybadpdlpbald I "gallZUpIHlatd mldbeTlMdallodfat 2 Rd. ode1d41rYlWLimInak claa SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE 1 a 1 SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE N.T.S. Truss or rafter m 0 3- 21 SDWC75600 �M %"*y4 Both — YroNled t 5. DOUBLE SDWC INSTALL: COWIGURATM B DOUBLE SDWC INSTALL: CONFIGURATION B N.T.S. Nee: W--dVAafar IllsWm aldeIYe OPT. SDWC INSTALLATION - TRUSS/RAFTER OFFSET FROM STUD 1 OPT. SDWC INSTALlATIMTRUSSPAFTER OFFSET FROM STUD J N.T.S. V TRUSS OR RAFTER MIN. (2) SDWC 15600 OVERHANG OPT. SDWC INSTALLATMTRUS&RAFIER OFFSET FROM STUD N.T.S. (2)SDWc (S)SIDIMOMaband2SOACpreMedad) (WAbRaadS1l4 NNe S W b9o9an PYe eAan N dr Yleldlr.a sYllr. SDVVC EDGE DISTANCE AND SPACING INFORMATION 11 1 MC STIDTOWIT. PLATE CONI&I110VERWOODFLOOR pi) SOW EDGE DISTANCE AND SPACING INFORMATION N.T.S. N.T.S. NOT USED N.T.S. 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 5Kt 12' MIN DO NOT ®INSTALL SDNA IN HATCHED AREA I I SOWC15600 1-3 MIN 13w'MAX of OVERHANG NOTE SLOPED -ROOF RAFTERS MAYBE SLOPED UP TO AND '' �INCLUDING A 1212 PITCH AND MUST BE °BIRDSMOUTH" CUT. 2 1 OPT. SDWC INSTALLATION RANGE 3'=7'-0• CONFIGURATION B X X (TRUSS OFFSET WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH SCREWS INSTALLED VERTICALLY t5• INTO THE CENTER OF THE TRUSS/WTER FROM THE UNDERSIDE OF TOP PLATE, 117 TO 1' FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3WtIW f 3Wt1/4' jeSDWCB ".wwC lladwapr IYfxaalalat Opt —I 27Ni' 30 ur 0° \ ATJ1"WASS \ "Como*. NVNW td aaaatedme 13' YetalYYn Angle Range OIYet ye mHe. Mcnl by plate aplo•I{farru,ela �I Splca lmyba h tipper allaar pleb )P i iiNea edge daLMofar U sell— hb*—EdgeOYWoaM SpbObdRegMlwb SDWC SCREW TO STUD - NARROW FACE 3'=I._ Rafter or Truss x• m dlaYr�1'TAor rd -lose (with or Splice may be in upper or k—r plate wawutaplate swiss) Offset):' from ap plat splice for IWl-loss SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE N T.S. optimal MV 10' o- 3 4' amwo0b as dloWMbTappid. W&F—deed) Nda SYdbdatl WPPMaedowl.SldbalQddm6lebo2-00o— erptall— Y9c SDWC STUD-T0-T0PIBOTTOM PLATES CONNECTION SDWC STUD-TO-TOP/BOTTOM PLATES CONNECTION N.T.S. ��.ETALNSTALLATIONOGIL O INSTA—TION U g O I] GUIDE CHANNEL SY 1-Npl Fe r �aldEr. wltl YYYanpCb w i a-M4dla8bapGM 80WCberyapeMlsaeda ftoftw ng III ..de. � N• 2- While mniaipIt, OM 9r SDMAn 90W91aYMIrhead YbM ptla dlaalalbaseop9lrl"doom enged22.S.1h hd'A Ynalgla Nlrple Yelalalon a7pe YeeYMYad, the nlatd YrlalYYn 1U•90•alA d a w i c�i r` * �`� 9ldde tad llleYMre—IL, ybe coo i Step 7- DM to SOW ur• trhead d9alrlaarIsAft eeeasuahleft datlebp Plae.Veyel•ea•edW*d9ah W-Istlalaled lab lend ¢ aOOi � P ••••••0 6 '� 4r U = SDWC INSTALLATION tNSTRLICTIOPIS $ : O a •~/y w 0 00F TO WALL) • • Q i W q1 SDWC ISTALLATION INSTRUCTIONS (ROOF TO WALL) k LL �: Q _ N.T.S. Pressure treated all BDNCISIQO d M pkb Caaedm Reh Bld6Cal11r R"Fewdstail NOW 8Ip11barrArb Wwhil.notaloMtbrdaa. SD= STUD -TO -SILL PLATE CONNECTION 69s1TiTl9l&til1lilEiAliiwma _ii�9Ti .I�I�Id iC�7.l NOTES 1. SIAONGORIVE STRUCTURAL WOOD SCREWS FOR TAU98IRAI TE . silo-TOPLATE, AND ROM TOROOR CONNECTIONS ARE MANUFACTURED AND TRADE MAWED BY 'SIMPSON STRONG -TIE COMPANY, NC.HOME OFFICE: SM W. LAS POSIMS BLVD., PLFASANfON, CA 9160 TEL (I00) 91111LO , FAX W) N7-iBW."SIMPSON STRONG -TIE COMPANY, MW B AN 190 9W1 REGISTERED COMPANY. 2. LOSE OF THIS PRODUCT B SUBJECT TO THE APWOVAL OF THE LOCAL BUILDING DEPNTIM EPU I THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RE818TM SYSTEM OF THE B1nucTUfE. DESIGN OF THE BUILDINGS MAN WIND FORCE IESISTNG SYS EWL NCLDNS THE LOAD PATH 70 TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND. 8 THE RESPONEBll1Y OF THE SPECIFIER. 4. ENGINEER OF RECORD IS TO MODIFY DETAILS FOR SPECF7CCONDmow. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. CONDITIONS, EM PRIOR TO INSTALLATION OF ANY STRONGDRNE SCREM FOR THE WIND UPLIFT RE8BTING SYSTEM F ANY DISC EPANCFS ARE FOUND. THEY SHALL BE BROIOHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. ONLY COMMON HEEL TRUSSES W/ A MN. 3-1.7 OVERHANG CAN USE THESE SOREIAS.RAISED HffiIrAL BEANIE. ETC. MUST USE COMMON METALTRUSS CONNECTORS PERCONECTERSCHEO ac 6. INSTALLATION OFWODUCTSHNLLBE DONE N CONFORMANCE TO THESE DRAWINGS. THE P%OtaAANCEOF MODIFIED PRODUCM OR ALTERED INSTALLATION PROCSDURESARE7HE SOLE RESP@SELITY OFTHE FRAMNGAN31E AL CONTRACTOR CONTACT EDR F OWALLA11ON INSTRUCTIONS ARE NOT FOLLOW®. 7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RDH TO CHANGE SPECFICTON3° DESIGNS, NO MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. L ALL HARDWARE CALLED IS SIMPSON STRONG -TIE. 9. DOUBLE TOP PLATES SHALL BE FASTENED PER DETAILWF07lSD2 10 CONTRACTOR MAY USE SIMPSON SDWCI5B00 SCREWS ONLY POLLOWMO CONFGURATON (A) OR (S) THIS SHEET N LIEU OF SIMPSON H1GA OR SIMPSON H2.8 FOR COMMON OR JACK TRUSSES WHERE UPLIFT DOES NOT E7O® (1196 b) FOR OFSP OR (1045 b) FOR SPFAF. 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. N.T.S. 111311 Ma BMW C � t b7 Ono Z � N � � C m O U =az - l-a3 - 0�- J W ZCL s7Bticr: Jy :HE— CC No. STAR-18158 E: AS INDICATED IIMZ2023 SDWC 1.a 1.b 1.c SDWC/F STRUCTURAL ASSEMBLY N.T.S. IW IP r zlfiin 1.a 1.b 1.0 Drive the SDWF screw vertically (90" t 2°) into the center of the upper -wall bottom plate. Once SDWF has passed through upper -wall bottom plate and floor sheathing, make sure SDWF is still vertical (90' f 2") prior to driving SDWF into lower -wall double top plate. Adjust if necessary. Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. SDWF-TUW INSTALLATION AND PRODUCT INFORMATION N.T.S. NOTES 1.'STRONG-DRIVE STRUCTURAL W000 SCREWS FOR TRUSS/RAFTER, STUD-TO-PI.ATE,' 'AND 0 FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY "SIMPSON STROW-3 TIE o COMPANY, INC." HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL (800) 999.5099, FAX (926) 847-1697. -SIMPSON STRONG -TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. w a CODES: SDWF :IOCESESR-3046 3 THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE w on sue'° C•I,d 11 °" TUW: IOC -ES ESR-2320 STRUCTURE DESIGN OF THE BUILDINGS MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD •w� • yd uvPw+"� PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY a OF THE SPECIFIER4. LL y D TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. NEER OF CONTRACTOR 5. THE SHALL VERIFYALLDIMENSIONS, CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY '''III d 1►�� STRONG -DRIVE SCREWS FOR THE NAND UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE i u Z y W FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO $ e�°4 O CONSTRUCTION. ••• u ".�` t N o 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE T PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE JPe• p 1 6 Z z i .1 b RESPONSIBILITY OF THE SPECIFIER 7. SIMPSON STRONG -TIE COMPANY, INC. RF RVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, ° • i Cq s _ OZ o •,, —. Bbddlga AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. w • J FSrr Jort SD4VF model rsmber per &ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. k O D i dstat6 0 de. f1 --ZW Lowxwd1mp0Wsp1lc9ftMr 5dYAWO Note: Studs, floor joK hlodmg End sLKkD•plete corrections not shown for clarify. TYPICAL SDWF-TUW INSTALLATION N.T.S. Note: Stud-b-pl8lle corrections am 1"Mmilnnl regtied b complete the load path and Era r10t Sdt0lAlrt %. 94 A 4 - Studs, Post and blc per Designer Double SDWF shown (Single SDWF-TUW srrrlar) SDWF-TUW CONCENTRATED LOAD RESTIMAT CONTINUOUS WALL N.T.S. 2. Slide the TUW (provided) over the SDWF screw head and center using locator tab as a reference. Orient locator tab so that it points toward the outside of the wall. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2Yz' Simpson Strong -Tie Strong -Drive SD screws (provided). -I � I OFFSETFROM Model No Allowable Joist Depth Below (in.) Single Bott. Plate Double Boll. Plate Min. I Max. Min. Max. SDWF2716-TUW 8-1/2 10-12 6-7/8 9 SDWF2720-TUW 12-1/2 14-12 10-7/8 13 SDWF2724-TUW 16-12 18-12 14-7/8 17 SDWF2726-TUW 18-12 20-12 16-7/8 19 1. Joist depth Isted based on to % slbll00f and W of ttread penetration into double top plates. 2 See L-FSDWFALTHT letterfor 11 Yi ,11 V, and 16" joist depft. SOW ANGLE LIMIT INSTALLATION & ALLOWABLE JST. WITH N.T.S. Note: Shtd b plate corrections are rear complete the load path E Bra rot sham for clarity. Double SDWF sha (Single SDWF TUW si WWF-TUW CONCENTRATED LOAD RESTRAINT AT CORNER 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrivel N.T.S. O O 0 z s• � 0 SDWF-TUW 3y" U.S. PATENT 2 8,276,323 0 The Strong -Drive SDWF is sold as a kit that o Includes: z' OWSIDE (25) SDWF wood screws h mew WALL (25) TUW take-up washer (100) #9 x 2)4" Strong -Drive SD 5. Check to ensure the proper engagement of the structural -connector screws TUW tabs to the SDWF screw shank using the SA8 hex driver bit screw depth guide (provided). The measured gap • Yl hex driver btt shall be no greater than %2" and no less to s/�'. Screw depth guide to ensure proper SDWF g engagement with TUW w 0 N T. yj p : LL 14 M U) 0 tY�1. 1 Q r QpZ Zi F 2 p 02 LL zI 8v s g W 10 40 € 1 0 H90 w z a + Z C O� 7 0 OI in a iu � O u � m J 0 � xQz IL I—0 o� U J X 2 aWtYJO z0 aarn F y oa M•oF o STRUCNRAI ENG: TN SIRUCT: N � ac cNEcx: cc w �•�STAR-18154 SCPIE: AS INDICATED W DATE: 11/ 7mm SDWF COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WALL SHEATHING PER WFID/SD4 2x WALL FRAMING PER PLAN OR SOLID (2) ROWS 0.148"x 3" ,PANEL SPLICE WC COLUMN AT PANEL NAILS @ 3- O.C. MAX IA" GAP SPLICE LOCATIONS PANEL TO PANEL BETWEEN PANELS (1)ROWS0.148S13' — COLUMN PLIES NAILED NAILS @ 3-O.C. EACH PER WFOB/S02 FACED CORNER AS (2) ROWS 0.148"x 3" DRAWN. ALTERNATE NAILS @ 3" O.C. EACH ROWS AS REQUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRAWN. ALTERNATE ROWS AS REQUIRED NATO CROSS NAIL NAILING PER WALL SHEATHING WFIOISD4 AND NAILING PER PLAN VERTICAL PANEL SPLICE DETAIL ALONG WAL N.T.S. Ow � U � @i< WALL SHEATHING PER WF1=134 (2) ROWS 0.14rx 3" TOP PLATE NAILING @ C TOP It SPLICE rL PANEL SPLICE W/ NAILS @ 3" O.C. SPLICE LOCATIONS MAX I OW GAP PANEL TO PANEL PER WF07/SD2 1'-0" MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPUCETD VERTICAL PANEL SPLICE (20. 4 CA1' NAILS I �EIITHER WALL SHEATHING WALL SHEATHING PER RRUN NT.WFI05D4 WALL SHEATHING WALL SHEATHING PER SHALL RUN CANT. WF101SD4 F FROOMM EACH WALL ALL FACE TO CORNER. (1)ROWS FROM EACH WALL FACE TO GARNER. T -D.C.zA MAX. EE GAP NAILS @ 3' O.C. EACH BETWEEN SHEATHING FACE CORNER AS N ILS 0 3-. C MAX. 1IB' GAP NAILS � 3' O.C. EACH N. DRAWN. ALTERNATE BETWEEN SHEATHING FACED 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. M N.T.S. m INSTALL FIELD `^ >: INSTALLED TO PER WFO7/SD: iz INSTALL FIELD ., INSTALLED TOP PLATE (2) 0.148' z 3" @ 3" O.C. PER WF07/SD2 50 III PAST SPLICE e EACH WAY A MAX A WALL SHEATHING SMALL RUN CONT. FROM EACH WALL 1� FACE TO CORNER. B B INSTALL FIELD MAX. NB' GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WFD7/SD2 TOP PLATE DETAIL AT CORNER DETAIL AT CORNER N.T.S. USED (2)0.148"x3"NAILS (2)0.148"x3"NAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD @ CORNER STUD @ CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING NOT SHOWN SECTION A -A INSTALL FIELD INSTALLED TOP PLATE PER WF07/SD2 NOTE: SHEATHING NOT SHOWN HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H2x8 (2)b6 02 SYP H4z6 3.5YS.S AFP 1.8E SHORT SPAN HEADER H2x8 (2)2«8 02 SYP H4x6 3.5 x5.5' AFP 1.6E SHORT SPAN HEADER H2x10 (2)2x10#2 SYP H4x10 3.5'k9.5" AFP I.6E SHORT SPAN HEADER H2x12 (2)20202 SYP I H4x10 3.-9.6*- I.BESHORT SPAN HEADER 1. WHERE SYPN2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.8E SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 16DODDO psi, FS =ISM 0, FV = 175 pa, FC-PERP = 650 Pa. 3. AFP 1.6 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES & CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. I 2x WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WPO1 THIS SHEET) TOP PLATE SPLICE / ATTACHMENT DETAIL N.T.S. SHOP -ASSEMBLED PANEL NOTES: PANELS ARE'PRE- ASSEMBLED' IN THE SHOP FROM INFORMATION SPECIFIED ON PLANS SEALED BY THE ENGINEER OF RECORD, AND ARE NOT INTENDED TO BE AN ENGINEERED PRODUCT. MATERIALS SIZES AND GRADES, DIMENSIONS, CONNECTIONS, FASTENINGS, ETC. ARE ALL AS SPEGFIED BY ENGINEER OF RECORD FOR THE STRUCTURE. THE ONLY DEVIATIONS FROM PLANS SEALED BY THE ENGINEER OF RECORD ARE SHOWN ON DETAIL SHEET WP1. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED WALL PANEL W/(2)0.148'x 3' O NAILS @ 8" O.C. (FOLLOW NAILING U REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE O LOCATIONS) 2x TOP PLATE PER w (TIP) IPLAN iZ4 ATTACH ALL STUDSe co NTOP • G GGG777 AND BOTTOM OV (3) 0.148'z31M' NAILS�� (TOE OR END NAILED) Q N 1 w Z 77 F w VJ �$ g� O < QJ i LL /A � W Q Ma to F- y� oqs Z8;II- /L� W mJY w J IJ— U NF J F W iJ z HO�0 ww x n wU) y N W Z N C w w O7 _� 0 0 a c 9 oP (/) - 2 m J 5 IS Q Z Q - w = } W W a oa J y0 NaoF • i E o sTRucntRAi ENG: TH N ORPFTING: 0 s Ruc: ' Qc cHEcx: cc 0 w JO6 No. BTAR-18t56 t SCALE: AS INDICATED DATE: U 11A)72023 A WP1 COPYRIGHT MOD 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 STANDARD (3) Z( 2 MIN. (3) 2x SYP 12 STRINGERS W/ STUDS REQ'D Q END SIMPSON A34 CLIP TO OF LANDING WI MIN. (6) FLOOR SYSTEM 0.1S7 z 312' NAILS FROM 2)aL12 SYP12 HEADER TO BUILT-UP STUD COLUMN STANDARD(3)2.12 - SYP12 STRINGERS W/ SIMPSON A35IA34 CUP TO FLOOR SYSTEM & LANDING FRAMING (2) 202 SYP12 BEAM PER SCHEDULE REO'D Q END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMNS M�DTS No TO TOE-NAJLS EACH END BELOW OR ALTERNATE HANGER ®RIGHT OF THIS I. SEE TABLE FOR MAX. DETAIL WIDTH OF LANDING A A PLAN VIEW @ 90 DEGREE TURN LANDING MIN, is SYP 125TUDS SEE SCHEDULE FOR MAX WHYTH OF LANDING REDO ®END OF LANDING RE D OF MIN. (8) z 312' SEE PLAN FOR DEPTH NAILS FROM (2)2ld2 S HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)202 SYP12 ATTACHMENT TO CMUAEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HuC210-2 W/ (1B) 0.162" x 312" NAIL TO LEDGER/SUPPORT AND (10)0.148' z 3' NAILS TO 2W 72 SVP12 HEADER MASONRY: HU210-20HUC21 G-2 W/(18) 1Mk3.1/4' TAPCONS TO CMU AND (10) DA48" x 3" NAILS TO 2W72 SYP12 HEADER STANDARD (3) 2X12 SYP 12 STRINGERS WW SIMPSON A34 / A35 CUP TO FLOOR SYSTEM & LANDING FRAMING - LINE UP 20OIST IN rMIN. LINE WITH MIDDLE 202 STRINGER TO BE UTILIZED AS BLOCKING MIN. 218 SYP12 JOISTS i • LANDING ® 16'0.C. '.g W/SIMPSON A36 OR LUS28 HANGER ON EACH SIDE i O G G i I -MIN. MIN. 2x8 SYP12 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) ,O 0.167 x 3-12" NAILS 016" O.C. MAX TO EACH STUD. (2) I W x 31/C TAPCONS • 18' FOR MASONRY WALL) STAIR WINDER DETAIL WAMN a, F� i 3W PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MIN. 2x8 SYPJ: LEDGER (P.T. ATTACHING TI MASONRVWA - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.148' z 3' TOE4IALS EACH END SIMPSON A35 - SEE PLAN FOR CONNECTIONS MASONRVWALLOR WOOD WALL MASONRY WAIL FRAME WALL 8 ( IN. 2,8 SYP12 JOIST (P.T. IF SCHEDULE REQ'D • END OF MIN. 2x8 SVP12 JOISTS ATTACHING TO MASONRY WALL) CONT. LEDGER w/(3) LANDING FOR STRINGERS TO ® LANDING ® IWO.C. 0.162"x 3-1/2' NAILS ®16" O.C. CONNECT TO. BEAM TO BEAR W/SIMPSON A35 OR MAX. TO EACH STUD. ((2) DIRECTLY ON BUILT UP LUS28 HANGER ON 1/4-x 114" TAPCONS Q 16- O.C. COLUMNS BELOW OR ALTERNATE HANGER ® EACH SIDE MAX. FOR MASONRY WALL) RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING 3/4' O.S.B. W/0.131SQ-12" NAILS ® 3" O.C. TOP AND A35 ® EA. STRINGER BOTTOM CHORD TO LANDING SEE ARCHS. FOR MAX FLOOR SYSTEM PER RISE OF STEPS AND FRAMING PLAN TYP. MIN. TREAD DEPTH PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2c12 SYP12 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2MUC210.2 NF (18) 0.162' x 312" NAILS TO LEDGER/SUPPORT AND (10) 0.148' x 3" NAILS TO (2)a112 SVPI2 HEADER MASONRY: HU210-2/HUC210-2 W (18) 1 M"x31M" TAPCONS TO CMU AND (10) 0.148" x 3' NAILS TO (2)Dx12 SYP12 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET4 2x4 SYP12 CLEAT AND ATTACH TO JOISTS BELOW WT (2) 0.148' x 3-1/4' NAILS • 16' O.C. (3) 0.167 x 312' TOE -NAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEAGER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2.12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE ®MIDSPAN A !1 /L SUPPORT A INFORMATION. A34 ® EA. STRINGER TO LANDING 2x JOIST (P.T. IF 2x ATTACHED TO STRINGER i i i (2) 2z12 SYP12 BEAM ATTACHING TO MASONRY WALL) CONT LEDGER wI I I I I PER SCHEDULE END (3) 0.162"x SAW NAILS• OF LANDING FOR 16' O.C. MAX. TO EACH D112 STRINGERS ONE .. STRINGERS TO STUD. ((2)1M'.3-1M' ON EACH SIDE AND I I I I CONNECT TO. BEAM TAPCONS Q 16- O.C. ONE 0 MID -SPAN till TO BEAR DIRECTLY ON MAX. FOR MASONRY I I BUILT UP COLUMN WALL) I BELOW. A35 CONNECTION I it WOOD OR MASONRY WALL SEE PLAN FOR 2x8 P.T. SPF 12 (MIN.) LETIN MORE INFO FASTEN TO SLAB USING MIN. (3) 214 SYP 12 MIN. (6)1/4X3-1M- EVENLY COLUMN 2x JOIST PER SPACED TAPCONS ®MIN. SCHEDULE END DISTANCE OF 1-12' 2. P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (12 SYP) JOISTS (12 SYP]) MAX WIDTH OF LANDING 124T OR LESS (2)2,12 2xB 81-0' NOTE: 1. STAR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINI IUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. G)2z12 SYP12 BEAM 4S REQUIRED AT THE OUTSIDE FACE OFTHE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL R)PLV BEAM TOGETHER USING (3) 0.146" x 3- NAILS AT B' O.C. 3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO 2.4 $2 SPF STUDS • SEE ARCH PLAN -y3-7-4}- I I STUDS W/ (2) 0.167 x 31? 3}' 2x4 CONT. TOP PLATE 24' O.C. MAX. 4'-0- ABOVE FLOOR TOE -NAILS (ATTACH TOP PLATE TO 2x4 92 SPF STUDS f$ 24" STUDS W/ (2) 0.162" x 312' X x O.C. W/ (2) 0.148' x SAW TOE -NAILS 2z6 VERTICAL 64T NOTCH SILL PLATE I TOE -NAILS BOTTOM O.C. MIN. AND 0 ANY FOR VERTICAL 2x4 SILL PLATE w/ 2 () ( NOTCH SILL AND SPF STUDS @ 24' OPENING. VIMNKNE HAILS • PLYWOOD FLOORING D.C. E O.C. EVERY OTHER HANDRAIL KNEEWALL D.C. (x T 1 O.C. (NOTCHED ®2x6 I TO ALLOW VERTICAL STUD TO BE ATTACHED 2z -RACE W/0.148' z VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR TO -JOIST BELOW 3_1/4' NAILS ® 4.O.C. FACE OF IJOIST SHEATHING TO (OTHERWISE ATTACH ACCOMMODATE 2z W/ (2) 0.148" x 3-1/4" ATTACH 2x6 VERTICAL TOE -NAILS ® BOTTOM) 2x8 VERTICAL AND TO 1-JOIST W/ (3) W x 3' L-BRACE • G-O' O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) SECTION X-X • ANY OPENING EQUALLY 0.162" x 312' TOE -NAILS 2x4 CONT. TOP PLATE SPACED/CENTERED IN EA. CONT. BRACE & OA48" ATTACH TOP PLATE TO 31. 4i(1• W OIST TO OUTSIDE �S x 3" NAILS • 4' O.C. TO STUDS W/ (2) 0.187 z 31? FACE OF JOIST FLOOR SHEATHING �IroE+4al_s 21412 SPF STUDS • 24" DOUBLE I JOIST PARALLEL TO FLOOR ATTACH 2z4 TO IJOIST O.C. W/ (2) 0.146' x SAW HTx WI(2)Y-.3"SOS ICI TOE -NAILS BOTTOM 3}' SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE '�' SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN IOIST STUDS W/ (2) MAX' MA4--0" ABOVE FLOOR 2z412 SPFSILL PLATE TOE -NAILS X I x 8' WIDE WEB STIFFENER ® 48" O.C. WI (2) 0.148" x 3" NAILS 2x412 SPF STUDS ® 24- PERPENDICULAR TO FLOOR (• EA. BRACE) col (2) 64.O.C. O.C. W/ (2) 0.148' x 3.1/4" I 2x4 SILL PLATE WI(2) ROWS OF 0.148'x3' TOE -NAILS BOTTOM I 0.148" x 3' NAILS ® 4" NAILS • W O.C. NOTE: O.C. (NOTCHED @ 2x6 STIFFNER TO BE L NOTCH SILL AND VERTICAL LOCATIONS). FLUSH w/OUTSIDE OF AP (1 EASON SIDE STRAP (1 EA. SIDE OF STRAP O STUD) EVERY 48' O.C. OD FLOORING TO A L TO ALLOW VERTICAL BOTTOM CHORD FLOOR BEAM CONDITION TO SLIDE DOWN N TO FLOOR BEAM SEE FACE OF IOW PLAN 2xe VERTICALAND ATTACH 2x8 VERTICAL L-BRACE • 6'-0" O.C. & TO IJOIST WI (3) W x 3' • ANY OPENING ST02 SECTION HANDRAIL W/ EQUALLLLOD SCREWS Zr IJOIST SEE PLAN FLOOR BEAM CONN. SIOISTTOOTSIDEERED IN (JOIST TO OUTSIDE SCALE:3W-1,-0• FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8' BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS FLOOR PARTY WALL OR - ELEVATOR WALL SEE PLAN 2X612SPFCONT. - LEDGER WW(2)1/4-X 312' BOB SCREWS • RIMBOARD 16. O.C. MAX INTO ST STUDS OR FLOOR 2X612 SPF JOISTS ® 17 SYSTEM TYP. EACH O.C. W/ (3) 0.167 x 3V7 END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/ ZX6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST04 ELEVATOR TEMP. FLOOR St 3W • 1'-0' FLOOR SYSTEM MIN.7/16' SHEATHING W/ RSRS-01 (0.131'#3/8y RING SHANK NAILS • 6- O.C. ON EDGE AND 12' O.C. INFIELD ATTACH PLATFORM TO LEDGER W/ 1/4' X 3.12" SDS SCREWS • 17 O.C. ON ANGLE TYP. CONTRACTOR TO CONSTRUCT PANELS TO SLIDE INTO THE ELEVATOR SHAFT THRU DOOR OPENING, 1 302 WIDTHS MAY VARY. PANELS 1 AND 2 TO BE INSTALLED AND SHIFTED OUT TO ALLOW FOR PANEL (WHICH IS LONGER)TO BE INSTALLED LAST PLATFORM LAYOUT AND WILL AID LOCKING EVERYTHING TOGETHER. l- MID SPAN BLOCKING W/ (2) ®IWE 411 zljw-0-11M�11 1 MIN 7Ne'FLOOR PLATFORM DETAIL SHEATHING MIN.7/16' SHEATHING W/ RSRS-01 (0.131'43/6-) PARTY WALL OR RING SHANK NAILS Q 6' ELEVATOR WALL SEE O.C. ON EDGE AND 17 PLAN O.C. IN FIELD 2X812 SPF CONT. - LEDGER W/ (2)1M' X 312" SDS SCREWS • RIMBOARD 16" O.C. MAX INTO STUDS OR FLOOR 2X612 SPF JOISTS • 17 SYSTEM TYP. EACH O.C. WI (3) 0.167 z 312" END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST05 ELEVATOR TEMP. FLOOR SCALE3W-1'4r ATTACH PLATFORM TO LEDGER W/ 1/4" X 312" SOS SCREWS 617 O.C. ON ANGLE TYP. MID SPAN BLOCKING W/c210.I f, 3-114' 2X6#2SPF RIM BOARD NAILS INTO JOISTS MIN 7116' FLOOR - PLATFORM DETAIL SHEATHING ZX6 02 SPF ®17 J.C. 2X612 SPF IS 12"O.C. O m (� O 2 w CO0 4 =z = aoX � f IYWO -J U) N O a STRUCTIIRALENG: TH 0 DRAFTING: O STRICT: JV OC CHECK cc O w .IDS No. STAR-18158 = SCALE: AS INDICATED w� DATE: 1IM72023 y 111 ST1 Q• Axe J� Z � 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.