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HomeMy WebLinkAbout6186-6910 Calle Ochoa StMiTeko RE: TTH47-55 MiTek, Inc. 16023 Swingley Ridge Rd. Chesterfield, MO 63017 Site Information: 314.434.1200 Customer: Starlight Project Name: TTH47-55 Lot/Block: 47-55 Model: 9 Unit 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T31406284 C 1 A 8/25/2023 21 T31406304 T11 8/25/2023 2 T31406285 C3A 8/25/2023 22 T31406305 Vol 8/25/2023 3 T31406286 CJ 1 8/25/2023 23 T31406306 V02 8/25/2023 4 T31406287 CJ3 8/25/2023 24 T31406307 V03 8/25/2023 5 T31406288 EJ5 8/25/2023 25 T31406308 VO4 8/25/2023 6 T31406289 HJ5 8/25/2023 26 T31406309 V05 8/25/2023 7 T31406290 T01 8/25/2023 27 T31406310 V06 8/25/2023 8 T31406291 T02 8/25/2023 28 T31406311 V07 8/25/2023 9 T31406292 T03 8/25/2023 29 T31406312 V08 8/25/2023 10 T31406293 T04 8/25/2023 30 T31406313 V09 8/25/2023 11 T31406294 T04A 8/25/2023 31 T31406314 V10 8/25/2023 12 T31406295 T05 8/25/2023 32 T31406315 V11 8/25/2023 13 T31406296 T05A 8/25/2023 14 T31406297 T06 8/25/2023 15 T31406298 T06A 8/25/2023 16 T31406299 T07 8/25/2023 17 T31406300 T07A 8/25/2023 18 T31406301 T09 8/25/2023 19 T31406302 T10 8/25/2023 20 T31406303 T10A 8/25/2023 This item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct "supervision based on the parameters provided by Builders FirstSource - Plant City. �otxpuIN VF�� Truss Design Engineer's Name: Velez, Joaquin `��` •.��G E•N g�.,� ����' My license renewal date for the state of Florida is February 28, 2025. Florida COA: 6634 No 68182 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIfrPI 1, Chapter 2. -33'. STATE OF :<t/ 40 Z ,rJ10 111 0-- % Joaquin Velez PE No.68182 NUTek Inc. DRA MiTek USA Fl, Cert 6634 16 e3 SNingle� Ridge Rd. Chesterfield, M110 63017 August 25, 2023 1 of 1 Velez, Joaquin took�- Cdq e, OCA 6 cc -c>T 136iO"1t= INDEX GENERAL NOTES: LOT 47 - PULSAR 'NR' 9 - PLEX BUILDING - A 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR FL0.1.10 FL 1.11 SLAB PLANN' FLOOR PLAN W A0.1.1 SLAB PERIMETER PLAN9-PLEX A0.1.2 SLAB PERIMETER PLAN9-PLEX JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO FL 1.11.1 FLOOR PLAN OPTIONS All FIRST FLOOR PLAN 9-PLEX THE BUILDER. FL 4.11 SECTIONS A 1.1,1 FIRST FLOOR PLAN 9-PLEX 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES. REGULATIONS, AND FHANA MPS. FL 5.11 FL 5.13.10 ELEVATIONS'N ROOF PLAN •N' A2.1 SECOND FLOOR PLAN 9-PLEX 3. AZ 1.1 SECOND FLOOR PLAN 9-PLEX ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.11 UTILITY PLANS N A5.1 ELEVATIONS 9-PLEX 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL LOT 48 - PULSAR 'LIT' A5.1.1 ELEVATIONS &PLEX A5.1.z ELEVATIONS 9 PLEX ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. A 5.t.3 ELEVATIONS 9-PLEX 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. FLo.1.6 SLAB PLAN'L' A5.1.4 ELEVATIONS 9-PLEX 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. FL 1.9 FLOOR PLANT ASIs ROOF PLAN 9-PLEX 7, ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES FL 1.9.1 FLOOR PLAN OPTIONS A5.1.6 ROOF PLAN 9-PLEX WHERE APPLICABLE. FL s9 SECTIONS S L' DETAI�SHEETS 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A FL 5.13.8 ROOF PLAN'L• WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. FL 6.9 UTILITY PLANS L' 0-1 DETAILS 9, THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY LOT 49 PULSAR'KR' D-2 DETAILS 03 DETAILS AND SAFE STRUCTURE. D-a DETAILS 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND FL 0.1.7 SLAB PLAN 1C 0-5 DETAILS STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH FL 1.e FLooR PLAN WHEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME FL 1.8.1 FL 4.8 FLOOR PUNOPTIONS SECTIONS ( ) APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION 2020 RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET FL 5.8 ELEVATIONSIC GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2INCHES SHALL BE PROVIDED FL 5.13.7 ROOF PLAWK AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE FL 6.8 UTILITY PLANS 1C' THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER LOT 50 - PULSAR V FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. 11. CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020). NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER FL o.1.6 SLAB PLAN X SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. FL 1.7 FLOOR PLAN V 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 1.7.1 FL a7 FAN OPTIONS SECTIONS 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. FL 5.7 ELEVATIONS'✓ 13. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW FL 5.13A ROOF PLAN'✓ MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FL 6.7 UTILITY PLANS .7 14. ASPHALT SHINGLES (IF APPLICABLE): LOT 51 - PULSAR V WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6.1. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO FL 0.1.9 SUB PLAN •M• 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 1'10 FL FLOOR PLAN FLOOR PLAN O OPTIONS WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES 4.10.1 FL 4 .10 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 5.10 ELEVATIONS 'M' IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FL 5.13.9 ROOF PLAN •M' 15. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL FL 6.10 UTILITY PLANS M• RELATED SUB SECTIONS. LOT 52 - PULSAR 'AR' 16. UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL FL 0.1 SLAB PLANA' EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR FL 1.1.1 FL 1.1 UFLOOR PN FLOOR PLAN OPTIONS O THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, FL 4'1 SECTIONS TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR FL 5.1 ELEVATIONS'A' TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS FL .13 U ROOF PN A OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE 6 FL.1 UTILITY PLANS'A' MANNER. LOT 53 - PULSAR V 17. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING FL 0.1.9 SLAB PUN •M' DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED, FL 1.10 FL t,10.1 FLOOR PLAN O FLOOR PLAN OPTIONS 18. STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 7.11.4.1 THRU 7.11.4.4 AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND ( ) FL 4.10 SECTIONS DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION FL 5.10 ELEVATIONS'M OR A LENGTH -TO -WIDTH RATIO OF 2 112 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE FL 13.9 FL 6,6.10 ROOF PUN UTILITY PUNNSS •M• EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. 19. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK.AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR LOT 54 - PULSAR 'BR' DIRECTIONS, AND AROUND ROOF OPENINGS, APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY FL 0.1.1 SLABPLANPLANLAN' OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FL 1.2 FL 1.2.1 FLOORP FLOOR PLAN OPTIONS O FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. FL 4.2 SECTIONS 20. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION FL 5.2 INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FL 5.13.1 FL 62 ROOF PLANS'B' RGDFY PLAN° UTILITY PLANS'B' 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. - LOT 55 PULSAR 'O' MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION SERVICE REPAIR AND REPLACEMENT WITHOUT REMOVING P T LAC OU OV NG PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL FL 0.1.11 FL 1.1z SLAB PLAN'0' FLOOR PLAN'O' WORKING SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. FL 1.12.1 FLOOR PLAN OPTIONS DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN, A26 FL4,12 SECTIONS GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FL 5.12 ELEVATIONS •a •a FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO FL 6.12.13.11 FL ROOF PUN UTILITY PLANS'O' CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. THIS PROJECT MUST COMPLY WITH: 2020 FLORIDA BUILDING CODE RESIDENTIAL - 7TH EDITION, FLORIDA FIRE PREVENTION CODE 7TH EDITION (THIS INCLUDES THE FLORIDA SPECIFIC EDITION OF 2018 NFPA 1 UNIFORM FIRE CODE, AND 2018 NFPA 101 LIFE SAFETY CODE). NFPA 10, 2018 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS. NFPA 130, 2016 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE- AND TWO-FAMILY DWELLINGS AND MANUFACTURED HOMES. NFPA 70, 2017 EDITION, NATIONAL ELECTRICAL CODE. NFPA 72, 2016 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE. NFPA 90A, 2018 EDITION, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. 2020 FLORIDA BUILDING CODE ENERGY CONSERVATION, 7TH EDITION. 2020 FLORIDA BUILDING CODE MECHANICAL, 7TH EDITION. 2020 FLORIDA BUIDLING CODE PLUMBING, 7TH EDITION. 2020 FLORIDA BUILDING CODE FUEL GAS, 7TH EDITION. OCCUPANCY: RESIDENTIAL - R3 1 7vp z-" 0 1- � r %Oq- TYS6 9-PLEX A LOTS 47-55 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME AREA FIRST FLOOR 588 SF FIRST FLOOR 5469SF SECONDFLOOR 798 SF SECOND FLOOR 7343 SF HEATED 1386 SF HEATED 12812SF GARAGE 226 SF GARAGE 1991 SF PORCH 32 SF PORCH 261 SF PATIO I COV. PORCH 80 SF PATIO /COV. PORCH 720 SF UNHEATED 338 SF UNHEATED 2992 SF ALL WORK SHADE COMPLY WITH PREVAILING CODES FI ORI A Wit DING CODE 7 `� N t NATIONAL �I..EG I IRI�'OpE, AND THE CITY ('� C COD i ORDINANCE qUI REVIMN DATE PLAN tXAMINER 1 ?i cm #-w J f O ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or Copied in part or in whole without permission from the builder. ©2023 Starlight Homes LAST REVISION SHEET NO: T-1 11101 I� x CM - N J f O Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 47 12 12 These drawings are the property of Starlight Homes and are not to be _ ROOF TRUSSES PER J STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole WIilOUt permission from the builder. © 2023 Stadight Homes ND FLQOR�. HT. NO FL_WDW. HT. _ _ _ _ _ _ _ _ _ _ _ _ _ LAST REVISION BED 2 OWNER'S BED (1L2NQF440Bi1L FLR v/�1SLF44OR Pl. HT. _ _ _ _ �J 1 TFL—WOE §Q ENTRY m c> � � = o ❑ b a, n1AiNrA N n1w. FAM I LY RM 17R0'-71Y32' �� 6'8' HEIGHT AT FRONT 1STFLOORFIN FLR ' OF WATER CLOSET _ BUILDING SECTION 'N' LAYOUT I18".1'-0" AT 11"X 17" LAYOUT SAv Y: + ,� ® Af W�0� pJ, cn A` O V♦ J AL ry(� ••• P O � W ••• � Y ` SHEET NO: FL 4.11 ELEVATION KEYNOTE LEGEND E2 MASONRY FULLBRICK 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 W15/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5144 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT IV* O.C. (VINYL BOARD AND BATTEN SIDING E16 1X FBER 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 77 ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. LEFT ELEVATION 'N' 1/4' - V-0' AT 22'X34' LAYOUT 1/8' = 1'-P AT i 1' X 17- LAYOUT 12 2ND FLOQ&f 2ND FL WQ ,; 2N9 FLOQRj q1ST FLOORF 1ST FU WDW 1ST FLOORf FRONT ELEVATION 'N' 01/4'.1'-O'AT22'X34'LAYOUT VS'=i'-O'AT11'X17-LAYOUT LOT 47 2ND FLOOR PL. HT 2N0 FL. WDW. HT., 2ND ELOOR FIN. FLR. 1ST R00PL. HT_ 1ST EL. WOW. HT._ 13 ;1_ FLOOR FIN. t R. REAR ELEVATION 'N' L`l 1/4' . i'-0' AT 22'X34' LAYOUT I18' = 1'-W AT 11' X i 7' LAYOUT rr— x c� J f O x Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Stadight Homes and are not to be utilized for construction, or copied in part or in whole Without permission from the builder. 02023 Starlight Homes LAST REVISION ���►�tll� L VED B ii • • �� I • '� W$ a ._ s r�. C" N 0• W �i C% Z T4 m : •� coQ I W O Cl) a (L o) W JO SHEET NO: FL 5.11 f— x cm J f O 4 LOT 47 U 2 _coo f� ISSUE DATE: 07.28.2023 FOR PATIO WP/GFl @ y HB / A�coNo A� a \}� _ r }qp WP/GFI .....„ ,,,,,, -"rldvIc REVIEW REVISIONS: = 1s _ 3p Y gyp g 1 �.a� i.� / `VA l �, i N' sg m - • a p I A AS S y {� / flEOUIRED PER•—p^t, 1 T OI� STATE AND 1 LOCAL BUILDING gC ; CODE € \ - 3 r - ,',. cF9 ) These drawl are the property of Starlight Homes and are not to be 4 a 1 � -. 1 1 DISHWASHER asPosAL —rl F- � j i t t utilized for Construction, Or cop ed in or m whole v s T part 8 W q d VP GFI ,r GFI HVAC MICROWAVE SERVICE L _ L DR : IG4 Without permission from the builder. © 2023 Starlight Homes I: PANEL - L LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS ; I�� /D" i TO LIGHT/ v, SWITCH .. : BELOW WI',, KEYLESS I3HTIN / ,. 7 PUMP, ,_ 3 z TO LIGHT/ j a IFREG. xa of ?, ABOVE30A. ELEC./J�/ f 1 v WATER HEATER-�/" , r SERVICE PANEL / SIZE AND \ / I I PER BUILDERS LAST SAVED BY: s� t TTK: ,� hY \ / 1 SPECIFlCATIONS / wAit \ EELLEECTRIC MCOORS 1 I - j ! TELEPHONE/ TELEVISION{ / ��'yy KEYLESS T, g-c SERVICE BOX 31 ??T /EIUNG\GF1 DOOR 1€ OPENER b $j WPJGFIR�. 1 Lc) Z D'HMdi VANT' : BASE CA&NET CwNNET h R _ jj�i � � 1 cn r;n � • --------------HB LUJ ^ } M r SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A'C CONDENSER (NOT SHOWN) 1 0 J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN, N, FIRST FLOOR PLAN, N, J 2 1/4- = i'-0' AT 22"X34" LAYOUT . V-0" AT 11" X /7" LAYOUT U 1/4" = 1'-0' AT 22X34" LAYOUT . 1'-0" AT i I" X 1 T LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 DUPLEXDUTLET WPUH WEATHEWRDDf IY'1 DUPLEX GUILE, Q CHIMES CEILNGMOUN'lED BLANDESCEM CEIUN- UCJ(I FIXTUiE PtAHBUTTCNSWITCH IPRCYDE ADEOWTESUPPORt) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. S - FAN/UGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED 'SUITABLE FOR WET OR DAMP LOCATIONS' 0- GROUNDfAULT CAGUITIMERRUPIBR amLEXOUTLET AL IIW SXIDKE DEfEC1OR WALL AIDUNTEDINCANDESCEM ® HA —.—AND INTER INCANDESCENT FB(TtAE CONwaw w/BATTERv cEc—FAN wTH DESCENT Uf3FlT BACK-UP IHtHi FlXTUiIE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. }{ HALFSWRCHED—EX CUTLET ' m wtrartlET � fECEBSEO INGNDESCENSUGHTFIXTWE Cat DE�CTOA IPRDYOE ADEOLWTE w°EUN°M°uNTE°LED F°m'RE "ARDw'BED A"D'"TER NP). YAcnB Pn�oF ® ED wr eATTERr —AT) - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CbL 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. REINFaR�DcTaoX # wALLswNCH A. Q EXIMIRT FANIVENTTD FXIERKIR) THEFucsTAT �® MS SUPRTWRH VKVE To ® TELEFHDNE , B� - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPWUTOFFS. EXHAusr FArA�K;.rtcaAeINATKw NENrTC EXiERICRI - 1 © T�vy� HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - TTtHEE WAY sw,TCH a METERw w•wATER srue auT ALL ELECTRICAL AND MECHANICAL EOUIPMENT (FURNACES. ArC UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWEfl, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS ENNB {, FDURWAv swrrcw , LQV VDLTAT;E ourttr ® FLUDIESCENT LICNi'RXRIRE EIECTAIC o EIECTRu: PANEL TECH HIssyslEiA i Dwcor«ECTs TCH w'��'�� SHEET NO: - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL 6.11 ol i s x c� J I 0 Q , H ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 48 12 12 5[ �5 These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER / STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the builder. 02023 Starlight Homes 2N F4Q0$,P�. 1TrElm- - zNOFL_WOW_HT _ _ _ _ _ LAST REVISION BED 2 OWNER'S BED ` y SAVED BY: �I I; FLQORfW-ELFL — — ST FLOOR 1ST fl_MJDW. HT - - - - - - - - - - •o b QzQ -1W LL ENTRY i < FAMILY RM _ U ? [ry 4 m i m m N � ♦ U ' %i �/ a~T • O o� J MAINTAIN MIN. 77R�0'-)13/32" �. 8'8'HEIGHTATFRONT 1ST FLOOR FIN FIR <\ �� OF WATER CLOSET l BUILDING SECTION 'L' /1:1 = V-0' AT 22"X3 LAYOUT 118' a i'-0" AT 11"X iT LAYOUT '* /� op' � W � J cn a. O J R O 11`, fn o u SHEET NO: FL 4.9 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 ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/514x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ IX3 BATTS AT 1S- O.C. (VINYL BOARD AND BATTEN SIDING) H8 11 X FIBER CEMENT TRIM OR EOUAL, U N.O. SIZE AS NOTED E17 I FALSE WOODNINYL SHUTTERS TYPE AS SHOWN SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING S LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING S GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING W ITH THE FLORIDA BUILDING CODE 7TH EDMON (2020) RESIDENTIAL. � 2ND FLOOR P 2N0 FL. WDW �tND FLOOR-' v 1STFLOORP' 1ST FL. WDW. �Z_1 TFjLQORFI ,� FRONT ELEVATION 1LI 1/4' = 1'-0" AT 22"X34" LAYOUT W =1'-0" AT 11"X 17" LAYOUT 1 6" FASCIA ( 2ND LLOOR PL. HT. �\\�2NO \� ❑ ❑ _ w m o * b , FLFIN. FIB _ _ _ _ T FLOOR PL. T- 1 T EL. WOW HT. 1 REAR ELEVATION U =1'-0' AT 22"X34" LAYOUT 116" = 1'-0" AT i t" X 17' LAYOUT CD J f O Z Q I"— ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION v// W O J (n ULI a� 4 J w SHEET NO: FL 5.9 F- x CM J f O Q zz LOT 48 w coo ISSUE DATE: 07.28.2023 FOR U PA (1'0 WPIGFI o o HB / - "`� a REVIEW WP/GFI VIL a g t"ic € Z� REVISIONS: 1 7 i ATVAN AS REQUIRED PER STATEANUO � • ��I r � LocAl BILDING >� ; �' v ? ( CODE \ These drawings are the Starlight — \ property Homes be y Gnot , -.. DISHWASHER — � 1I I, and are to for 3§ , o 9 w j ` DlsPosAl _ 1_ i �' t UtIIIZed Construction, Or copied in part or m whole m n0' i 8 F ark without permission from the build.@2023 MICROWAVE •'--I_-_. r ( ) Starlight Homes �..r V YT VAC i SERVICES y _ ` LAST REVISION PANEL L ? ?TO LIGHT/-` 1 $ t0- o SEC REQ. SWITCH STANDARD ELECTRICAL BOX HEIGHTS" " ` ABOVE IV tt SWRCHT/ i 30AELEC. € " rt ✓. BELOW . WATER HEATER - I j r SIZE AN LOCAPANETION v., KEYLESS - f SIZE AND LOCATION LAST SAVED BY: a i IGI IN'3s PER BUILDERS 1'rIC I SPECIFICATIONS AND CODES LOCAL ELECTRIC METER L. TELEPHONE/ (� !l TELEVISION _ $ I r} KEYLESS ,y /, rN 1 '[f'" SERVICE BOX )..< 3 I /GFI DOOR r \ ,Lj ,.. OPENER \ 3 p w �-(Y} 2 1 w i Y 3 i#; .A 9 ... \ WPlGFI a� m b' HIT RY . i SnSE -ETi / \ 5 { n SS k h W N Z ------ J/� to HB CL H NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 0 OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN U FIRST FLOOR PLAN U I AT 2 Z LAYOUT = 1'-0- AT I I' X Ir LAYOUT t/O' = i'-0' AT 22'X34' LAYOUT . V-0- AT I T' X IT LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. a uwlexouner ® cwres n - REWIRED �} cE'uNowamiEnrcxNOEacENr % a—F- PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTER AS BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. (p wPgFl WFATHERPROOFOFI WPLExOUTLET LIGHT Fl%TME PUSFIBJ(tON $wlrcH IPRWOE •OEOWTE SUPPORT) I Isv eaol� OEfE4TOR - ALL EXHAUST FANS SHALL HAVE BACKORAFT DAMPERS. (�aN ORDIMDFwILTCWCURiMERwAfER W,LLI MOUNTED INCIfDESCEM ® MMDwFIED Nro wTEn - FAWLIGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED SUITABLE FOR WET OU DAMP LOCATIONS.- w xoun l co'wEcrm wBPTTERr cExw0 FMlwtM wcuroEscerr LIGHT Fl%TURE SACx,UP UOIITFIXtLPE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENTONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE a HUFswrtcHE—Exc U REOESSED wOM1DESDENTUG1FpIIURE Cd1OETECTd1 IPROVOE SUPPORT) oR c,=av+D MouNrEDLeD FlxnmE�,�R. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. (w). v�POR PRooF ® cowecTEG w/snnERv xm vOLT ounET - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REWIRED BY A ruv eats NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. nFlrcoRCED.xx+cTwN sox Q EtWwbf FwvlrENi TOExTEAxMI Q THEHMOST�T �® GAS SMPIv wRt, vuvE ' PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # wAu swrtw ExHnusrF twG m+eu+nTON ® TEIEPHWE HwE waa - ELECTS ICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (vENTroExrERwRi © TELEws10N - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. �) TiilEE-WAYSWITGH 1l WATERSNB 0.R - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A(C UNITS. ELECTRICAL PANELS- SANITARY SUMP PITS, {3 FLuoREscENr LGHTFlzrURE 8 EtFCTUCMETER FouRwnr SHEET �_ DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECTTO RELOCATION DUE TO FIELD CONDITIONS. t swrtn� 0 F.AECIRICP,VIEA - PROVIDE POWER LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS , Low voLTAGE OUfLEr TECH His SrStEM j DlsrooNNEcrswRw'L uowrE -EN wS'GiUOTxk15. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.9 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. CM } N T J 2 O Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 49 12 72 These drawings are the property of Starlight 55 Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the builder. C 2023 Starlight Homes LAST REVISION — — /�_2Np Fl. "SiD HT BED 2 OWNER'S BED � III VED�: L, � • 'may. c7 1ST FLOOR PL. HT - - - -_ - - - - - -_ 1ST Fl. WOW. HT. Z c < LL ENTRY w ; FAMILY RM 4? s 2 c� .1 06, r F. u �: Z U Y� N in J MAINTAIN MIN. 17R80'-713/32" 3 ` , ^ S-S" HEIGHT AT FRONT OF WATER cLosEr (1STfLRFFLR 1♦ ��OOM. � 1 �� 1111111 PR �� 0BUILDING SECTION 'K' 114"= V AT 2YX3 'LAYOUT W . 1'-0" AT 11' X 17' LAYOUT W 'I d H � O 0 W N J SHEET NO: FL 4.8 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8' SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EOUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 IX FIBER CEMENT TRIM OR EQUAL U.N.O. SIZE AS NOTED E17 FALSE 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 WALKMG SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 2ND FLOOR P ND FL. W9)W T E \J FLOOR--, FLOOOR P Q1ST FL.WQA V FLDOR-F1 LOT 49 FRONT ELEVATION 'K' 114" = VG' AT 22"X34" LAYOUT 1/8' =1'-O' AT I I' X 17' LAYOUT 2ND FLOOR PL. HT_ 2ND FL'A HT._ ./1 2ND FLOOR FIN. FIR. 1ST FLOOR PL. HT = 1ST FL WOW. HT. Q�T FLO R�FIN. FI$. C, REAAT 22'X34" LAYOUTR ELEVATION 'K' i/4' = 1 %1 1/8" . 1'-0' AT I I' X 17' LAYOUT 1 CM J � O Q I— ISSUE DATE: 07.28.2023 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. Q2023 Starlight Homes LAST REVISION 'vol l I I I 11/// u I 2 is � d � UQ� J s } co �Ck 2 oil rgam♦ W O _! (`n a JL r Q6 O J W SHEET NO: FL 5.8 r~ CM 0 LOT 49 Q w z WP/GFI ISSUE DATE: 0�.28.20 23 FOR PATIO A/ccoND. Hea ' { wP/GFI � REVIEW REVISIONS: - �M L F 3P•1 I BED TV AN AS \ P REQUIRED PER A STATE � AND LOCAL BUILDING It''z a ( O°DE — These drawingsare the _.. f (o Property Of Starlight DISHWASHER y,. r gay- p 3 DISPOSAL �-%":T�, ' r't . CHEN � �' - {! �� Homes and are not to be utilized for consiruction, or 220 T ? > g 5 ( , ® ) j , m a 8 G � — w g ®� copied in part or in whole without permission from the builder. @ 2023 og 8 — GPI .5& r_7. MICROWAVE "_ VP �. SE - L >,—Z •" Starlight Homes PANEL __ ` � � ;� p ® LAST REVISION TO LIGHT/ - I O IF REQ SWITCH ; TO LIGHT/ STANDARD ELECTRICAL BOX HEIGHTS ELEC. ABOVE 30A •. i ELB OW , ( WATER HEATER / I jSERVICE PANEL '� 44 LESS -:::: 1 ,. SQE ANDLOUATK)NTIN i; `.7`�f�p. �I__PER BUILDERSIc LAST SAVED BY: f P SPECIFICATIONS _. ' AND LOCAL CODES 1 rT wAu cAe — / - ipe ELECTRIC METER t /'IWI✓ TELEPHONE/ 3 1 / iTELEVISION SERVICE BOX $ _ BED .` i ! KEYLESS ,.I� /, � .l �-Y`= � t4 ® ® /CEILING W $ \ RED 2 .}` I /OR DOORv OPENER b ww vANrtv s $ eASE CAewEr asw N DABIfET �, oA,i F ;�.., m ,. x W a J NOTE: EXTERIOR W. P. OUTLET REQUIRED NEAR AIC CONDENSER (NOT SHOWN) J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN rK FIRST FLOOR PLAN rKr OVER BATH OVER KITCHEN 1 O J CABINETS CABINETS 2 IW-1'-0'AT22X3CLAYOUT .1'-0'ATI1"XITLAYOUT 1 14* 1'-0"AT22X34 YOUT =P-0'ATII'XiTLAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0 — ® CNwes • PROVIDE AND INSTALL ARC FAULT CIRCUIT-WTERRUPTERS(AFCI) AS REWIRED BY NATIONAL ELECTRICAL {} CEILING m"TED wOANOEScew ��/ CELIM FAN WEA'MERPROOFGfI WPLE%g111ET LIGHf FI%NRE PUSRBURON SMTCN IPR-ADEOUAIE SIN�PORI) ,\ CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. v „pwPr�i - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS, tt a, GROWOFAULTCIRGURiN1EAH1PtER 110V BMONE DETECTOR WALL MGLxRm rrvCANDEscENr ® waw+REDANDwTFa- OUPLEXOUREf COHEG{IED W/mA y CE8N6 FAN YICMmESCENi W1iN ' FANrLIGHTS IN WET/DAMP LOCATIONS SHALL 8E CABLED SUITABLE FOR WET ORDAMP LOGATK)LOCATIONS.'LMM FlI(i1.RE aApc-I,v LWN -LRE - 4P NUF-svnTCNEDDwLExaunEr y PECE58ED iNCNiDESCENT UGMFIKRINE (PROVDE.ID[W/.TE SUPPORT) ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE �q^L w�OETEOTOR CONTRACTOR SHALL BE RESPONRESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. OR OEiLWG IW—ED LED Fl%IUREIVPI, ® NAR°wRE°^"°'"TER vnroRPRooF xGlwxTaunEr corNECTm wieAnERv - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REWIRED BY a•Cx+.v NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REOUIREMENTS OF ALL GOVERNING CODES. STALL eo% O E%HMAT Fwi(VENiNE%TER%%II O THERMOSTAT GAS $DPPLY WGH VALVE • PROVIDE AND INGROUND FAULT CIRCUITANTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® TELEPNCNE —} —iE.. wmLL swrtw EMAUS7 FAwl coAeIMA - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOC(-UPS/CUTOFFS. rD IVENr ExrERmal ® ��W - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # . THiEE-wArswrrw - ALL ELECTRICAL AND MECHANICAL EQUIPMENT FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS. 8 ELECTRICMETER qY tf! WATER STIR OUT ( FOUR WAY SWRw G� FLUORESCENT IxSHT Fl%LURE DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. � � o ELEcmic PANEL {NJ� - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: , LOW—AGEGUTLET TECH NIB SYSTEM j DISYONNEGTSWGw n WALL SCGNCE WYiIENM51R11pTxXB. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.8 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. x CM J f o H C4 ISSUE DATE: 07.28,2023 FOR REVIEW REVISIONS: LOT 50 sr 12 2 I/ �5 These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whop without permission from the builder. Q2023 Starlight Homes — — z�+D_FSQor�eL,_t+r_ l9 — — — — — — — — — — — — — — � WPW � � LAST REVISION OWNER'S m b BED BED 2 r — — — _ 2NO FLOOR FIN. FLR. /\ J — — — — 1ST FLOOR PL. HT. ,STFL. WOW.HT. �! ,%Y8` SAVEOPY. �►. • CO O� � V 41l FAMILY RM ENTRY �.0 . � y MAINTAINMIN. + 3' I R@P-713/32" G-W HEIGHT AT FRONT OF WATER CLOSET 1STF�RFIN. FLR. /1 - r, BUILDING SECTION 1J1 AT;YX 'LAYOUT , /B' . 1'.0" AT i V X 17' LAYOUT G. • • u W 19t J^ (n II.— rnO �iI co Q IS W a SHEET NO: FL 4.7 ELEVATION KEYNOTE LEGEND E2 MASONRY FULLBRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EOUIVALENT LOUVERED VENT, SIZE AS NOTED Eg CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROORWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5Qx4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING) E16 I FIBER CEMENT TRIM OR EOUAL, U.N.O. SIZE AS NOTED E17 I FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24 ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. LOT 50 T—_ _ x CD J i O f� x Q H ISSUE DATE: —2NDF144R PL. HT /l 07.28.2023 FOR NDFL —2.WOW."T. /\V �� REVIEW REVISIONS: 2NO FLOOR FIN, FLR. —1ST FLOOR PL. HT. — 1ST FL. WOW. HT --A\ 4" These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole 1ST FLOOR FIN. Ft.a._ n �1 without permission from the builder. ©2023 Starlight Homes FRONT ELEVATION'S ti4". i'-0' qT 22"%34" UVOUT 1/6'. i'-0" AT 11"% tT LAYOUT REAR ELEVATION'S 114".V-0" AT 22'X34'LAYOUT W.1'-0'AT II*X 17"LAYOUT ••••• ••••• S VED BY: Z U Z ,.-„� � a* Q 4 W R � o � i � ? Z` fV • \ "f�' ROF QW! 7 2ND FLOOR L, HT X LLJ� O .V —2NDELWW. HT_V\ V/ /L0Q W v, O W ,OR FIN. FLR. & --& =LW _WO.H FORFIN,F R.._ V SHEET NO: FL 5.7 rr— x CM J f O LOT 501 U Q 0 y WP/GFI 0 1 PATIO aD s❑ accoNo Fr I i� ISSUE DATE: W..._. .:._ ..� a h/ WP/GF,y, 07.28.2023 FOR REVIEW REVISIONS: a WIC C' il " FAMILY RM i EI 0 W N E ; 1 r' *TV \ s jjj FAN AS E REQUIRED PER STATEAN These drawings afire the property of Stadi ht Homes and are not to be k I b LOCAL BUDILDING - W CODE ' / 3 � Gf4 [ (S i I KITCHEN DlsPosaL utilized for construction, Or copied in part or in whole m a $ J - ®l J L ? — r i ; DR f without permission from the builder. ©2023 Wa EW m o F LL s� � ® ! Hvnc l I! I , s i �I�— r Y __ MICROWAVE / 77 1 SERVICE i PANEL �rf tarilght Homes LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS TO LIGHTI - 6WITCH I • " BELOW - ' ` KEYLESS y'v.I(,, a l TOP. ©fF REQPUM ABOVE o ,.t - i _ SERVICE PANEL `" WA ER NEATER SIZE AND LOCATION I I ` LAST SAVED BY: LIGHTATTIC IN I ATTIC _ PER BUILDERS I SPECIFICATIONS c�: RAG / gg ANO LOCAL CODES ELECTRIC METER - TELEPHONE/ \ / TELEVISION II /KEYLESS SERVICE BOX —+�` rr { I � w BED GFI OPOOOR ENERLO a F, 3P HIGH VANITY 4 4 '� BASECA&NET CASNET n - ( IL / \ I ; N Z qIT —--_._.—.--- IL Ha� AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE:EXTERIOR W.P. OUTLET REWIRED NEAR A/C CONDENSER (NOT SHOWN) 0SWITCH � J OVER BATH CABINETS OVER KITCHEN CABINETS n SECOND FLOOR PLAN V FIRST FLOOR PLAN V J � 1/4' . t'-0" AT 22"7(34" LAYOUT = i'-B" AT i 1"% iT tAYQUT 1/4' s i'-B" AT 22"7(34" LAYOUT = 1'-IY AT 11" X 1 T LAYOUT NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL PROVIDE 0 --- WEA1HEgPROCf DR DUPtEzounEl © cHNEs CEIUNO LgUHfED NCAN[ESCENi LpHT R%LURE PUS19U1'iON SvnTCN CELL—F. (PRINIDE ADEOlMTE 9UPPORIT COUE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �wPgH - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAWLIGHTS IN WET/DAMP LOCATIONS SHALL BE tABLEO S 'SUITABLE FOR WET OR DAMP LOCATIONS." aaR fADtND-A TCACUTWIEtNUPIER DURE%C UT IIOV 9AgNE DETECTOR WALL LIpUifED NCANDESCEN! ® HARDYAMDAN)pItER CONNECTED MUBATiERY LR31R R%TLM£ eAcquP CHUNO FAN WRH NCANDESCENf uOIrt R%iME - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT, 4i HUFswrrcNED DUR>:zouner 2— M—ET RECESSED NCNIDESCEM—T R%T%iE L�OETECTOR OR CEILNG tlC11NT[D IFD R%RME HARDWIRED AND NfER vPt-vArogPgooF � CONNECTED w;eAnER+ / \ (PHDWDE ADEOwTE C/ V SUPP 1 - PROVIDE AND INSTALL LOCALLY CERTIFIE D SMOKE DETECTORS AND CO2 DETECTORS AS REWI RED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O RENFCACEDJUNCNXI80% MLNLP O E%IWUSt FAN(VENT IOEAfEWOq) THERLgSTAT OT ® TELEPHONE �—$1 OAS SUPPLY WIM VALVE �J NDSi00 - ELECTRICAL CONTRACTOR TO PROVIDE REWIRED DIRECT HOOK-UPSICUTOFFS wut sW+TCH EAHAusT FANNGHTLp.A91tN11DN "p ` I— TO E,nE ) © TELE- - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT ( FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAM TILE SUMP, AND WATER HEATERS) ARE SUBJECT 70 RELOCATION DUE TO FIELD CONDITIONS.0 • PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE ANO MANUFACTURER'S t' MVEE�WAY SWTTCN 11 FOIMWAY 9WRCH fLUgiESCENi UGHf FlXTtME 8 ELE0i L m ELECTP� PANEL Nf wA1ER sole auT ET SHENO:{y� WTaTTENwsTRucTwNs. , LOW —TAOE OUTLET TEGI HJS SYSt[M j DISC(YJNECT BWiICH +1 WALLSGONC.E PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS- UNITS MU!��C] - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE C.� r ` V HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. I f x CD J O 2 Q VI ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 51 ,z 12 s� ma`s These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER coped in part or in whop without permission from the builder. @2023 Starlight Homes _ _ _ _ _ _ _ _ _ _ _ _ _ zr+D FL. WQW rrr _-& LAST REVISION OWNER'S BED 2 m BED ��11111111fit i1n�s SAVEWY: — — — — 2NO FLOOR FIN. ELR. — 1ST FLOOR PL. HT. • • • W 1ST FL. WDW, HT. =Z: FAMILY RM r z w ENTRY wa m J LL m MAINTAIN MIN. i ?' 17R�0'-713/32' 6',6-HEIGHT A7 FRONT ` �� OF WATER CLOSET 1ST FLOOR FIN, FlR BUILDING SECTION V 1 Vd'. i'-0' AT 22'X LAYOUT 11W . 1'-0' AT 11' X 17'LAYOUT • W cn r �0 �I •••••• PRMAI o I.li Cn v SHEET NO: FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BR IGc AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 e'SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 18' O.C. (VINYL BOARD AND BATTEN SIDING) E18 1 X FIBER CEMENT TRIM OR EQUAL. U.N.O. SIZE AS NOTED E17 FALSE WOOONINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72- ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 51 � I ,D FRONT ELEVATION V 1/4' = 1' 0 AT22'X34' LAYOUT IV - V-0' AT 1 t' X 17' LAYOUT rr- s CM J � O Q LQQR ISSUE DATE: 07.28.2023 FOR rLwoW. BT V REVIEW REVISIONS: 10R FIN. FLR. J 1 �REL VJI EL-Vv2W. HT. & These drawings are the property of Starlight Homes and are not to be utilized for construction, or )OR FIN. FLR. copied in part or in whole without permission from the builder. @ 2023 Starlight Homes LAST REVISION • q— 6' Q 13 + FASCIA / �NQi14QR PL. HT._Il X r- Z —2t9 EL. WDW. HL-- V \V W � O_ F_ Q o (L ~ W o) O m� * J W — 2ND FLOOR FIN_FLR- f\ — _. — 1ST FLOOR PL. HT. I 1q _. _... _ _..._. . —1ST FL.WDW.HT. I1 t I T FLOOR FIN. FLU\ \� SHEET NO: REAR ELEVATION V FL 5.10 1/4' = i'-0' AT 22'X34' LAYOUT 1/8' - 1'-0' AT 11' X 17" LAYOUT vil i W f^- x t� J f Q LOT 51 Z I� ISSUE DATE: 07.28.2023 FOR N Y/P,GFl (LD A� °°N°' �. A0 IO He WP GFI ..�_� - -� ....m_mx,_m_� .�._ ,�v.. REVIEW REVISIONS: g g y^ K f y E FAMILY � � 't` I1�V! ("� �,3 BE � � �TV E TV4 , O (s Ei FAN AS V flt REWIRED PER i{ STATE AND .. �.-,iH /-� These drawings are the property of Starlight Homes and are not to be LOCAL BUILDING f.: E� € /, !-; CODE ga .. �— I / _�� - / �Fl DISHWASHER p GFt i 4 f (, ` E �' - K � r (..,�,'"� a%.". (�J DEPOSAL ' Y 1 `I utilized t°r construction, or copied in part or in whole ix iy r � t ri' — without permission from the builder. @ 2023 w HVAC GF _ MICROWAVE - >s SERVICE Q ��PANEL Starlight Ho(nBS LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS �. r TO LIGHT/ SWCH EiR KEYLESS p'yr IC >}ApiT SERVICE PANEL s¢AN D DLOCATIONPER TO LIGHT! REO. PUMP. 8LL () SWITCH. # F REo O ABOVE f 30A ELEC i WATER HEATER / ` LAST SAVED BY: IN�31 BUILD SPECIGATIRONS1• AND LOCAL CWES/ ELECTRIC METER a E { i ` ONE TEELEVVIISION! ,.�. SERVICE BOX r ; J ,.L, KEYLESS o`�� / ®� \ 'i '"+ j ::: #I /CEILING\ ! OR DOOR v , / OPENER \ - � L'MOM VNYiN p BASE CABirET b M � WPlGFI Y/ a & i Y P .- X� Z Q a E- SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN V NOTE: EXTERK)R W.P. OUTLET REWIRED NEAR AC CONDENSER (NOT SHOWN) FIRST FLOOR PLAN V rn 0 OVER BATH CABINETS OVER KITCHEN CABINETS n n AT. LAYOUT .1"0"AT it'X 1T LAYOUT 1/4'=t'-0' AT 22X34' LAYOUT .I'-0"AT 11"X t7"LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT4NTERRUPTERS(AFCI) AS REWIRED BY NATIONAL ELECTRICAL 0 anFX ourtEr © cHUEs V cEUNc wuNrED �NUNOEscENT uDNT RXiUHE ruse"TTON swrtc+ cEIUNCF'u' CODE(NEC)ANO MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 4— WEATRERRR EFIDwtFxourLET (aowDE nDEDwrestvvonn - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WETrDAMP LOCATIONS SHALL BE LABI.ED^SUITABLE FOR WET OR DAMP LOCATIONS.' 0, GRDDNDFALLT GRLWT-NIERPUPIER OLPIE%dIREf CGa,a 11W 9MOIfEOETECTOR WALL 4IDUNIED NC. --EM �.Y INWWli11EDMID-TIM DOwfCTEp Wl BATFAY CENJNG FIN WRN WCAeOESCENi - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT, tP wuF swrta�D DORIsxaurttr y REfk55ED MCN -I-L*W FlKNfE DTI {pP} DR cEiIIKKiMQINTED LED FIXTIAE NMp1YIREDAND NTER.. WPI"VARDR pno ® IERDWCE �DEDIMI£StPPORri - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REWIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NF PAI AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. • PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFQ AS REQUIRED BY NATIONAL ELECTRICAL 4°"OLTOME' RErcIFORDEO �uNcraN eOX eA—REC—wr—Rv O EXH FAR NEW TO EX ERXXi1 iq TMERy TAT W �QJ 0/SAIPPLr WIiNvuVE CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® TELERRJNE �� H &� - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSICUTOFFS. WALLSW H E%wtuST FNYLpHr COMBNATXYi - (vENr10 EXIENORI ® tELEvtsor. - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - $1 —EWAY SWRW 8 ��W fp WATER e1UBOU! ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FU RNACES, A/C UNITS, ELECTRICAL PANELS. SAw I ARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REWIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS � FOUR wAr sw+rcN , LowvoLUOEpmer EI.EMRCLhTER `— RWREscENTUGH FPa E o Elecrrcc RANEL TECN Nue sysEAt j DeDwmEct eWTrcN wAu scoNCE SHEET NO: wR1T1ENRSTRIIC'f101S. -PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.10 HARDWIRED. INTERCONNECTED AND PROVIDE BATTERY BACKUP. CZ -_j 2 0 C/3 ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 52 12 These drawings are the property of Starlight ROOF TRUSSES PER Homes and are not to be STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from (1h 2ND FLOOR PL ITT r -------- — . . . . ... VMAYA�y ........ the builder. @ 2023 Starlight Homes 2N.FFL.W—DW.HHT. LAST REVISION BED 2 OWNER'S BED I? Z; L- ED BYL- ;�FLOOR FIN FLR I ' F' 'T 7-w %T: V1 T F L� — — — — — — Ilk, U18 6 ZZ t: ENTRY FAMILY RM I? 00 MAINTAIN MIN- 17R 0 01 .7 13132- e_8"HEIGKT AT FRONT �4 OF WATER CLOSET 014 P 01 BUILDING SECTION'A' x Z 1/4'. 1�(r AT 22X34'LAYCUT 1/Ir - 1 '-0- AT I I - X 17' LAYOUT 0 11-- Cl) L) W 0 cn SHEE NO: FL 4.1 UJ 0: x CM J � LOT O 52 Q z C/3 CAI-10 accoNO. ao He � a WP/GFI ISSUE DATE: 07.28.2023 FOR REVIEW ... �. 9 I ® REVISIONS: i T tlZO ANAS/ \ REWIR PER \ '' STATE AND These drawings are the a / LOCAL BUILDING CODE DISHWASHER T\ Property of Starlight Homes and are not to be . , olsPosAL 9 $ d m a220 utilized for construction, or copied in part or in whole S F \ without permission from _ �.\ the builder. C2023 m o 8 GFI MICROWAVE ---- a VP I r .-._.., . ... ..,. _.... E e ? 3 ff SERVICEPANELLAST StadigM Homes TO LIGHT/STANDARD REVISION ELECTRICAL BOX HEIGHTS TOL Hr/ FREITCH G.to,swOVE \ ABOVESWITCHA ELEC. ,1 WATER HEATER -•-% t SERVICE PANEL KEYLEBELOWI \ \ / / t-- SIZEAND LOCATIONLAST i PER BUILDERS I.TT' I SAVED BY: -i " " _ TTK' ij 't \ / I SPECIFICATIONS AND LOCAL COOESf _ WALL CAW ELECTRIC METER TELEPHONE TELEVISION KEYLESS / /1 SERVICE BOX FIDOOR /G11..... OPENER o � � BO'HIGH VANRV : 'a BASE CABINET '^ / ABI CNET UI ED NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES No ICY) J P OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'A' FIRST FLOOR PLAN 'A' J � z t/4' = 1'-0' AT 22"X34" LAYOUT = i'-0" A7 11 X iT LAYOUT t/4' - V 0' AT 22"X34" LAYOUT = V0 AT t t' X tT LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. WPLEXolrtifr alw+Es - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCp AS REWIRED BY NATIONAL ELECTRICAL ' CELIW WKFIMpRllEO iM:ANDEBDFNT �% CEBING FAx wEATHERPq°oFCfIDUPLEXamET uoHrmul� PusHBUTTCW swrta ImowDE AGEowTE SLVPORTI CODE (NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.wPnF, - ALL EXHAUST FANS SHALL HAVE 8ACKORAFT DAMPERS. # �, GRONNDiALLT GgCU1T4NiEggUP1EA ' 11W SMOKE DETECTGR �H%1�} WALLMGUNIED WCANDESCEM HMiDWIREO AND LATER" DUPLEXg1T1.ET 'Y lJ(3l1T FIXTllAE CEgING FAN WIIHINCANDESCENi - FAWI.IGHTS IN WET/RAMP LOCATIONS SHALL BE LABLED'SWTABLE FOR WET OR DAMP LOCATIONS.-" DDNTEDWIBATTERYBAtxyip LIGHT R—E - ELECTRICALSVSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE a —F R°�°gDLEX OunET gECESSEDWUMIESOIXiuGHr nxnxaE � 0—M AOEOWTE StPPGRfliI CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. at CEwNGwurtE°LEOF°RLaE '�R°wwE°ut°rrrER' ryPl vAwR PRODF BApcu ° W B"RY - PROV IDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REWIRED BY m atl' uB vaTourLLT NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q E%HAGST FAN YENTTO EXIERK.A) THERWSTAT I----® GAS suPPly wrlH VALVE - CT)PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF0 AS REQUIRED BY NATIONAL ELECTRICAL REMFDRDED AINCTgN GDX CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES- # ® �P4DNE —�B HOSE e'ee WALL— E—OSTFAAKi C—AT • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. EXTERKxR t—To © TER-EYSION #a - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. THREE WAY —TCH —4-w —WATER STLB GUT - 8 ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, AJC UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS. FwoResoENr LXarr F(XtIME ELECTRw: METER DRAIN TILE SUMP. AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. A FouNWAr swgcH PROVIDE ELECTRIC PANEL H - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS SHEET NO. - , Low vw.TACE ounEr TECH HUB SYSTEM j DGcoNr>=cT swRCH wAu 9WNCE _�Wv- • PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6,1 HARD WIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. fi— x c� - N J � Cr I Q H ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 53 ,2 2 These drawings are the s� \ems property of Starlight Homes and are not to be Utilized for Construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION $yg aQOR PL T _ _ _ _ _ _ 2NO FL. w - HT. OWNER'S m BED BED 2 5 ` ��111111111/ a►A SAY Y: , 2ND FLOOR FIN. FLR. _ 1ST FLOOR PL. HT, — — _ _ — — 1ST FL WDW. HT. /1_ U �� rut FAMILY RM ENTRY m tO � 2' , ,O IL `^ •• O4 CaCp1 _ < MAINTAIN MIN. + 17R@V-713132- 6' e' HEIGHT AT FRONT OF WATER CLOSET _ 1ST FLOOR FIN. FLR. BUILDING SECTION V Ll tl/ B V' AT 27%36' LAYOUT ••• X' Rt1 LU a� rn0 •••••• O W i ` ` SHEET NO: FL 4.10 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 COMPUA14T FLASHMIGMUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W15/4.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/04 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT IS• O.C. (VINYL BOARD AND BATTEN SIDING) E16 1 X 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 53 FRONT ELEVATION 'M' ' AT 22•X34• LAYOUT W = V0' AT i i' X /7• LAYOUT REAR ELEVATION 'M' //4-=V-.-AT21X. LAYOUT VB-= 1'-0- AT 11- X I TLAYOUT t— x CD O Q L� PL. EL-j!q ISSUE DATE: 07.28.2023 FOR FWDW. NT & V REVIEW REVISIONS: 29R FIN. FLR. =R-PL fn f—H,S ' EL—VAM. V These drawings are the property of Starlight Homes and are not to be utilized for construction, or )OR FIN FLR copied in part or in whole without permission from the builder. @ 2023 Stadight Homes i i LAST REVISION SAVED O Z. w o a� �o W 2ND FLQ0R FMI. FLR� 1ST FLOOR PL. H�T.--& 1ST FL. WOW. HT. M1 1ST FLOOR IN. FLR,f\ SHEET NO: FL 5.10 t— CM N �I IIY 2 Q �LOT 53 0 w f- wP/GFt 0 �-� AIG COND. 1-�r ��) ISSUE DATE: .HB aF-/GFI_.------ a........ _. . 07.28.2023 FOR REVIEW REVISIONS: �l VI; � i � a FAI'vULY -*A i..}WNE F'TS J P,, ( ►Tv i (, TV-4 FAN AS =7 REQUIRED PER ??'-^�,-'•—'"- I \'� -; / These drawings are the propertyofStarlight STATE AND tJ3 ' LOCAL BUILDING „ w CODE ( f..- ,� 6F{ b I DISHWASHER 77 //� i-Fl,, '� N �f DISPOSAL l o d are not to be utilized for construction, or copied in whole rX r part or without from g s e m L ) ([ t i permission the builder. © 2023 m 0 b t a x 3 V ® >� Vt is YL 6� I :: .� HVAC gg ^� MICROWAVE .-- >. Icy SERVICE r > PANEL Starlight Homes LAST REVISION - y}i �!%�� y4 _ TO LIGHT/ r © ,, REC. PUMP, yy , j -- swrccH n-V FREQ.� LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS TO LIGHT/ - if ABOVE / SWITCH i ��-___ YC 30A-ELEC. . BELOW ,I �KEVLESS` _ SERVICE PANEL- +- WATER HEATER =: SIZE AND LOCATION wAu C...AND LIGHT IN ATTIC PER BUILDERS SPEAND LOCAO LOCALLCOD ES/ ELECTRIC METER I ,8 . }A("-'L_- z-. g / I TELEPHONE/ I s TELEVISION 444 , / i g -.yl,.. j= SERVICE BOX �{ --KEYLESS ..ICI o BE 2 i /GEC\ I OPENER / \ I b i 3� , t] WP/GFI % {7 / 1 Lo L0 m-HOHVAwrr 4 $ RASE cna'Ftr CAFWrtT H d ' , [ y ff� tax X ~ a .y� L �. W Ct J ;,e-------- — —1 r SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN V NOTE: EXTERK)gW.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) FIRST FLOOR PLAN V ►— OVER BATH CABINETS OVER KITCHEN CABINETS 2 —OAT n J 114 AT 22"X34" LAYOUT . I -W AT I I' X iT LAYOUT 1/4" . V-0" AT 22'X34' LAYOUT . 1'-0- AT 1I' X iT LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTE RRUPTE RS (AFC0 AS REQUIRED BY NATIONAL ELECTRICAL PIPIEX wmET �W^`x' WEATHERPROOF RFIDUREXOUiLET L ® u+wEs {} cEUNG AdMIEU NuaoEscEnr UGHT R%'RXVE FU519UTlON SVMOf LEIUNG fAN (PRUVIOEADEWAlE 6UPPIXin CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 11W SMq(E DETECTOR - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FANILNiFiTS SHALL "SUITABLE pR OROUNOfALLT CIRCUITNTERRUPTER UUNEXd1TLET G.a WALL MWMEO NCANDE9CEM C/ 1WUW1REp ANU N1ER- �oNT RX^"E CUNNECTED W/BATTERY CEIUNO FAN WUN NCANDESCEM INWET/DAMP LOCATIONS BE CABLED FOR WET OR DAMP LOCATIONS' - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE {} W1P5wrtalEO UURfXourlEr aAGcuP y RECESSED NCMDESCEM LWrt R%NRE�Eur� curt RXRME (PRDMEE ADEQUATE SIPPoRn CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. �} oR CEwNO AwuwTEo+EO FpRWE HAroWIREOAFm NTER- PflOOF ® CCV// VV rwu lip VOITOUTUT NP)"VAPp1 CCNNECI W/9ATfERY - PROV IDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY RACXUP NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. RENfORffUJHNLTIUx ROX O EXHAUST PAN ryENT TOEz*ERXnI (D TH A.0$rAT �� aAssuvPEvwrHVAivE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFq AS REQUIRED BY NATIONAL ELECTRICAL y CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TELEPHUNE �HA H E9� - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UMCUTOFFS. # WALL CH {� EXHAUST FA—WTCUNRNAIXXI T (VEWT EXTEWA) ® TEIEVISOH SHEET NO: • HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #� TK+EE-wAv swrtcH —♦yN —wAreRSTURour - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A!C UNITS, ELECTRICAL PANELS, SANITARY SUMP PETS. { FIUDRESCRrt UGHr FMtRE e ELE— AETFA GRAIN TILE SCRAP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. 1A Fan.ruYcH o FiEcrroc PANEI. N • PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS -N , wwva'rAOEouT�r TECH rnls srsrEN j osmNNEa swrrcH Wu1.S CE FL 6.10 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UFlri'S MUST BE PROVIDEAND INS HARDWIRED. INTERCONNECTED AND PROVIDE BATTERY BACKUP. ll— x C3 O Q I� ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 54 2 12 These drawings are the s� �s property of Starlight Homes and are not to be utilized for or tion.whole -- ROOF TRUSSES PER _� STRUCTURAL ENGINEER coped in parr si in whole art of in without permission from the builder. @ 2023 Starlight Homes 2ND FLOOR PL. HT. 2ND FI,-WDW.HT. — — — — — — — — — — LAST REVISION BED 2 OWNER'S BED m /�� �i►��,� AVED*: L, Aye ••N••• �• A •• 2ND FLOOR FIN. FUR _ _ — _ — �� • 1ST F1,0013 PLHT. — — — — 1ST F4wDW.HT. • • O I+00 UZ ENTRY r FAMILY RMCo = U m j _ <; � • • -- MAINTAIN MIN. 2" 17R 00'- 713/3AT FRONT 8'-e' HEIGHT * ••• l (V 1STFLOOR FIN. FLR_ . �� OF WATERCLOSET — /�WR AA-- O , BUILDING SECTION 'B' W liicr Co o U iM = 1'-0' AT 2TX30' LAYOUT 11F = i'-0" AT 11' % 17' LAYOUT ,^ U rnO J N SHEET NO: FL 4.2 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER. HEIGHT AS NOTED E4 6" SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 51410 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W! 1 %3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1% FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING Is LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENO IS GREATER THAN -17 ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION RM) RESIDENTIAL LOT 54 12 w 12 2ND FLOOR PL. HT._ L 2NDfL.WDW.HT. _ SMOOTH PANEL SIDING , Ir 1 /1 2ND fL ROQ FJLFLB. FLOOR PL. HT. _ /1 1STfL WDW. HT. _ / ,STFLOORFIN.FLN. V 11 fill -_ III- II -IL FRONT ELEVATION 'B' 1!4' - 1'-O' AT 22"%34' LAYOUT i/S = 1'-17" AT 11' X 17" LAYOUT El 6' FASCIA � 2ND FLOOR BHT _..... D FL. WOW. HT._ F66. _. _...._.. — PL. T— FIN. FLR. OR FIN. � 2ND b0 q1ST 1FLOOR ST FS q . Wow ST FL 1OOR REAR ELEVATION 'B' L`J /4" - ATAT 22"%347LAYOUT 116" = lb" AT 11" X 17" LAYOUT 17 h f-- x c� O ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION ai e• • • � • �I � i O W p � J X �II LV d� o J (n O J W SHEET NO: FL 5.2 CM — N J � 0 LOT 54 w _ Z w PATIO NC COND,PGFI0 S He 'io ' wPCFI � ISSUE DATE: 07.28.2023 FOR „ --# REVIEW ® REVISIONS: FAMILY RNA I � f *`✓VVN6T BED Tv � 1 { } �E AN AS REQUIRED PER E \ m ,, Ci 'L,A STATE � € g �-� E g� LOCAL BUILDING 3 � o w,- CODE A These drawingsare the LL F _, \ }} DISHWASHER DISPOSALKITCHEN — GFN�T.. \ " property of Slaight Homes and are not to be utilized for construction, or a k _ z a -2 \ ® ��' I — ` y ` - copied in part or in whole without permission from a W 6 $ $ C a �w i, VP'1� GFI /`, Y SS {` MICROWAVE RVICE SEPANEL GFI \ � � ' 7- ' � -.. c �L d Starlight Homes s fi o 1 'I - ` l.s /... ' 'i / V ' (� Z 01t ,... �? -0 a: HEC.•PUMP TO LIGHT/ IF RE4. LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS TO LIGHT/ SWITCH BELOW V i A _ wnrEa H na - f rE t SERVICE Pr�EL V / "-" ----• a SIZE AND LOCATION [d.IGHT IN /' r I } ( � PER BUILDERS \ i C,.a t LAST SAVED BY: . — 1t�q TTCSPEC( FICATIONS \ / AND LOCAL CODE S/ ""'= — — /� /-tv •I. ; j ELECTRC METER TELEPHONE/ / KEYTELEVISION LESS / SERVEBOX / € N) C o BED 3 _ I E /EIUNG\ /OFTR\ / OPENER I Q 3 — CABh.AWY 'v `E2 BASECASMET " £ AORCI-11 Y / cn — ' - — - -- - — -HB-_=_--- LLJ- 0. NOTE: EXTERIOR W.P. OUTLET REWIRED NEAR A'C CONDENSER (NOT SHOWN)] O J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 'B' 'B' J H OVER BATH CABINETS OVER KITCHEN CABINETS r, SECOND FLOOR PLAN n FIRST FLOOR PLAN 1/P. 1'-D• AT22-X34• LAYOUT .1'-0^ AT 11• X 17^ LAYOUT � 1/a•ar-o^Ar22^x3N^LArouT �r-o•ATlrxlruvour NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCQ AS REQUIRED BY NATIONAL ELECTR CAL DOFLEx artIET WEATlERPROCF OF1drLExounET ® cHuwEs LE�MOIiN(:A p��RE EDNmES ws�LrrTON awrtcH cE.—FAx tFROLvoE ADEQUATE suFFart-� CODE (NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, -'�" - ALL EXHAUST FANS SHALL HAVE BACKORAFT DAMPERS, • FANQIGHTS INW ET/DAMP LOCATIONS SHALL BE CABLED SUITABLE FOR WET OR DAMP LOCATIONS.'caNNECTEo ate, DRDU6FALAT'MCM-MERW1RtFA 011� t roV SWNE DETECfCR NMDWPED AND IMER IlJ WALLMOINIEDNGIDF.SCEHi �'% CE.—FMI WITH NGNAEtiCEM w: vroHr FI%iURE BATTERY BACK"IP lHiliT FIXRIRE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. 1� NNsswrtcHED OLm.Ex oun Er 1 RECESSED NCANDE:.CEM tNiHT PMK =IX�— IFROVIDE ADEgJATE SUPP°M) fMl oa cEiLNG 4°IIMED LED FI%tIM[ HMDWFED AND RIIER- ® z2avaT� LVPIe vAFOR FRooF Cqy mwiBATTERr - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REWIRED BY'� eAClcav NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O REasoRceonmcnaN eov Q ExHWS: FAN IvET11 TO EMERIgi) Q 1HERMOSTAT �® oAs sLwFLr wlnlvALVE • PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFQ AS REWIRED BY NATIONAL ELECTRICAL I' COO IN EC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TEtEFNIXIE �i5 H°9E Bw - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSCUTOFFS. # w,w. swrtw E%IUUST FANAXiM W1.BItMTgN I— TO EKTER ) © TEIEVIyaN SHEET NO: - HVAC IJ CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. { T 1HREE WLw swrtcH a ElEC11UC METER 1K WATER STUBCUI - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES. A/C UNITS. ELECTRICAL PANELS, SANITARY SUMP PITS' FLuoREscENTLnMFixrLmE DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. � FwA1-wAr swrtcw v ELECTnw FANK - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S W ENINSIRUCTDNS , iav vaTAOEounET TECH HLe srsrEN j DlsccNNECT swrtcN WALLON� 2 . FL 6 r - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITSMUSTBE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. ti— cZ J f 0 Q H ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 55 i2 12 s� �s These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from 2ND FLOOR Pl HT. Il J. the builder. ©2023 Starlight Homes H 2ND FL. WDWT. LAST REVISION OWNER'S BED 2 �1 1111111//� �AVED�t PLq�• . 2NDFLOORRN.FLR. ` 1ST FLOOR PL HT i O •• a — 1 TFL.WOW. HT.19 — a b j ' ENTRY FAMILY RM m 3 MAINTAIN MIN. fi'F' HEIGHT AT FRONT FI 1_ST FLOOR _N F LR--II .. '.- V ••'••• / _— 1 •••• ,� BUILDING SECTION 'O' 1/4' : V' AT 22'X34" LAYOUT 1/8' = 1'-0" AT 11' X 17' LAYOUT W � J N O' O J o c~i cn SHEET NO. - FL 4.12 ELEVATION KEYNOTE LEGEND E2 ,MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8'SOLDIER000RSE ES ROWLOCKCOURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFNfALL WT—SECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRBA BOARDS E13 FIBER CEMENT LAP SIDING PERDEVELOPER W/ 5/04 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16' O.C. (VMIYL BOARD AND BATTEN SIDING) E16 JIX FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOODNBdYL 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 11 FRONT ELEVATION 'O' 1/4' . V 0' AT 22'X34' LAYOUT "".I' 0' AT 11' X 17' LAYOUT .MR -EL. HT. y,yVW. HT. KMFIN FLR �/ nn EL—WQW )OR FIN. FLR. & x cz * N J 2 O 4 fl— rn ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. C- 2023 Starlight Homes LAST REVISION I I I LOT 55 ,•�� yy �r SAAD BY .. i �•�• •••••� • 2 � LL W = O Q 12 12 12 �[ 5� �5 O i FASCIA 1 FASCIA Ei v x CZ � N f F1 z Q ZW O ISSUE DATE: 07.28.2023 FOR WP/G ATIP LOT 55 N A/C A/CCFrOND. PATIO a Ap � HB ij o CD ._ _. u WP/GFI 4 REVIEW 1 f 4 w c ' REVISIONS: 'FAMILY RM OWNER'S BED m FAN AS REWIRED PER STATE AND C. t5;, g F$ CO BUILDING ) f ) - 9 GFf DISHWASHER These drawings are the Property of Starlight Homes and are not 10 be q m v 3 GF % T KITCHENf—asPosAL utilized for construction, or copied in part or m whole 3 ; zzov Jf? i " i — without permission from the builder. @2023 v -0 P 9-$ MICROWAVEGW Staidi ht Homes g ? a 3 xE r� HLA ECSL j c ®\ g� o ' PANEL E ,' ......._ TO LIGHU �-`— LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS , F 3 TOLIGHT/ 18 ( a �)� it C REC. PUMP i I SWITCH (S vtik• IF REO O 7 ABOVE; J — SWITCH_� BELOW .� - KEYLEIN IN SERVICE PANEL A t^-Y S WATER HEATER , WA30ATER H sIZE AND LOCATION ERS, LAST SAVED BY: WALL cnee�E &� ATTIC WWWm=rn=µ y \ GARAGE - SPECIFIPER CATIONS AND LOCAL CODES / i ELECTRICMETER t TELEPHONE/ TELEVISION 5� v / \ BED 3 SERVICE BOX . j ENTRY I )f .% � ( \.. _ KEYLESS .\ ' ® ® \ 2/ CEILING\�'`;✓L" iGFI DOORS s... OPENERCIG \, L a i 9 ]0-CABNJE� i � � BASE CABINT WP/GFI j ;+ ■./+ .YAA+ X O �' LU J IL HB a I� V RCKITCDNCABINETS RECEPTACL BOXES OVECH AND B THCABIINETSCLEBOXES OVER SECOND FLOOR PLAN'O' NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSERSWIT(NOT SHOWN) FLOOR PLAN'O' 2 1/4' = 1'-0 AT 27X;P LAYOUT = I'-V AT 1 i' X 17' LAYOUT ,FIRST �..1 i/4'. 1'-D' AT 22'X34' LAYOUT = 1'-0' AT 11' X 1 T LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL aPLE%aunET wEATHERPRaOFff�DIAIEK ourLEr ® cHUEs ¢ cEumD uelnrteD NcvaEscERT L�Hrf♦%rLAIE wsleurTaR SWRw ��� J,-;�v cEwNO FAR IFRDaDE ADEDwTE--T) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �wRTAT - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAWLIGIITS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' �� CAOUNDiALLTCLRCWTNTERfiUPTER DUPLE%OUSLET )/asralE DETECTOR WALL MgxlfED NCNJOEBCFM ® NA(UW/REI, NIER. ueHr Fl%TUBE CONNECTED W/BATTERY `EIUIM FAN WRHINCWOESCEM IGHTFl%TLNiE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE I-Fswrt 0 WPLf%auTler RECESSED INCAlDESCENT LgHTFlMUPE C��TECTCR Oq CENBq Mp1NTED lFO fIXTLAE (PROWDEADEDUAM SWPOF ) CONTRACTOR SHALL BE RESPONSIBLE E FOR PROPER INSTALLATION AND PLACEMENT, g0 vOIT — NIEft- WPt• vAPrn PROcc coNNECTEOw.•eATTEftr - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REWIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRWrT-INTERRUPTERS (GFI) AS REWIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. REiNFORct:DxxcrgN ao% 1 WALL —CHE%HAUST r� eACRUP O EXHAUST FAN MW TO FX AT ) 1NERMDBTAT ® TES —E FAfLllGHi COMBNAT)CN —® —{'s GASBUPPLYwRHVALW: HosE erect - ELECTRICAL CONTRACTOR TO PROVIDE REWIRED DIRECT HOOK-UPSCUTOFFS. P (W:MTO E%rERgw © TELEVIsgN - HVAC CON TRACTOR TO VERIFY THERMOSTAT LOCATIONS. - #a THREEWAY 6wrtON 8 EL�crwc tea' "WATER sns°ur SHEET NO: ALL ELECTRICAL AND MECHANICAL EOUIPMENT(FURNACES,A/C UNITS. ELECTRICAL PANELS. SANITARY SUMP PITS, awREscErrt ucNr FttTu)E uElen GRAIN TILE SlFlP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.' Nxra.rr sw'rcH v �crac P,wEt - PROVIDE POWER, LIGHT AND SWITCH AS REWIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S , LgwwxrADEourtEr TECH Hue srsTErn j DSWtWECT swncH ^ W'��O110E — E ANDTINS - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL P -w OT 4 OT OT / OT OT 51 OT 52 i l0T 53 i LOT 54 i LOT 55 J I I I d: I Q BUIL08.1G KEY ISSUE DATE: 17s-e" 07.28.2023 FOR 312" 101-0" 91-1" 512' 12• 101-0• 9'-612" 12" IU-0" 9-1" 5112' I 9'$12" 10-0" 512' 12• 9'-1' 10'-0' 512" 12" REVIEW i REVISIONS: I ZI U I I I I I I 1 1 I I I I 1 I § tv I ri w I I I I I 1 1 N I LL PATIO SLAB $ PATIO SLAB a o w p b PATIO SLAB a g § PATIO SLAB' o§ w o PATIO SLA� m N 5 7 a a These drawings are the FlIf 1 is 412 29-1r is-r 2a-1r 19-1 i property of Startight ' Homes and are not to be PLAN 1386 I PLAN 1386 I I I utilized for construction, or copied in part or in whole PLAN 1386 I LOT 48 PLAN 1386 I LOT 50 PLAN 1386 1 I without permissbntrom '. LOT 47 I I ELEV LR I LOT 49 I I ELEV J I I LOT 51 1 1 { I? 1 the gilder. © s 023 Starlight Homes ELEV NR I I ELEV KR ;I I ELEV M I iI LAST REVISION N I ;, I� I I 1 11I, � ♦ r� ' ( I - 1 I 1 VA ITit'-5 T-6' it' Tb' it'-5' t 1" TE• 11'-5' 1'-3• l ..._..-_ b... I _...... 10'-712" N 9 1/2 -. I ., ,., ,.._, ,_.,_..._. 12• 10'-710 I I -•.a I; 10'-T t" 9 12" I I I 10'-712" P' 91%2" Y 1 12' 10•-7 12" 1 1 44 , C�RC P ��- I` I / /1� 11111 ~ X J la m ( GARAGE " GARAGE I m to ¢ w F - m SLAB = 3II I It SLAB m - 1 ,i, J GARAGE ? GARAGE _ � _ GARAGE 1 a w SLAB - o �' SLAB g SLAB 1 cc lIJU a In '3 I L I) § I y 1 I I I I 8>1-712 17• I 8•4" 1-7 /2' 11" 6•-0• I ' ' ' I ' ' ' it" 1-712• B-4• alrll 2 i'-712 IT- 191-1" 1072" 1012 512 19-11• 512" `51212" SLAB PERIMETER PLAN 9-PLEX SHEET NO: ' 1/4' . i'-0• AT 2 X34" LAYOUT 11W . i•-0• AT i t"X 77" LAYOUT A O. 1 +Cm LOT 47 i LOT 48 LOT 49 i LOT 50 1 5 OT 53r� OT OT 55 J i O Q BUILDING KEY ISSUE DATE: 07.28.2023 FOR 5112 I 512" 9'-1^ IVT " 1-0' ' ' -1? -11 1-V 51?I 1-W 9'1' " '-11 210'-03/? REVIEW 1512' I ZI I I I I REVISIONS: I 1 1 I I I I i I I I I I 1 I f PATIO SLAB w wg a I PATIO SLAB PA a I 1 I o a g PATIO SL4 " a b o PATIO SLABN--.T_ a g PATIO SLAB 5 0 I iv y 1 .�' , zv m h , These drawings are the I , I I - _ It _ __ .., _, 2U-11' 19'-1' 20-11' 19'-412' Property of Starlight PLAN 1386 I PLAN 1386 Homes and are not be o utilized for construction,, or copied in pan in whole PLAN 1386 LOT 52 I PLAN 1386 LOT 54 I i PLAN 1386 without permission from s i € the builder. © 2023 LOT 51 i ELEV AR I LOT 53 ELEV BR LOT 55 Starlight Homes I I 1 ELEV M 1 Iri- I I�d I I ELEV M Lw I �( t� III" IIt� 13 ELEV O � LAST REVISION il{ , IEDBY1 1 I � //1'-3' lit LM it'-5' T-6' ii' T3' ii'-5' 1'- 11'-5• T-6' i" T8' it'-1 /2' fi' w• ,0-772' Z" 91/2" ..�� ._ .-__._____...... II 70-77? °' 91? --j i _ I- X rc w ( t'7,0-7,2 ` a '11,9 'N 10A-71" II /2'-7'9,2 0 J tl .•' I 1 I711 �i xIII GARAGE I h GARAGE W cn ¢ m - GARAGE i A SLAB GARAGE SLAB ` GARAGE a w w g1 t O SLAB 1 y1 SLAB m gI w1 III SLAB J I a 1 I I a a w Uzi — I I °IL e ............ I w 1 I I w I I w N 1 I I 1 I I I i'd" I 6'-0' it'11--71Z 8'-4' 1 1'-2• I i'd" 8'd• 1'-71? 11' 8'-0' I 6'-0" it"11--71.' 8'd' �1-' I�1- 8'-4' i'-77? i," 6'-0" 6"-0' 11"11-47? 8'4" 101? 16-11' I i? 19'-1• 101? I 18'-11' I ,9'-1' 101? 19'j 12" 51? I 1072' 1012• 179-8• t? 7 1? 5 t? t2" 7 1? 1? 5 SLAB PERIMETER PLAN 9-PLEX SHEET NO: 1/4' = Vo' AT 22 X34• LAYOUT 1�8^ = t'-0' AT / t' X 17' LAYOUT A0.1.1 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 ELEVATKKNS FOR ALL SEPERATK)N 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. ®-SEWERCONNECTKNN FIRST FLOOR PLAN 9-PLEX L/ 1/4' = V-0' AT 22X34' LAYOUT 1/8' = /'-0' AT 11' X 17' LAYOUT Td TRANSFORMER *ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK C'3 O Q Ir-- ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION %' ^ CIF�V X Q W a d cc O p O J LL Q ~ cc U. SHEET NO A1.1 It NOTES: REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE, THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. FIRE PARTITION/ FIRE BARRIER LEGEND 2-HOUR DWELLING SEPERATION WALL O - WATER CON NECIPON -SEWER CONNECTION FIRST FLOOR PLAN 9-PLEX 1/4' - 1'-P AT 22*XM' LAYOUT IT . I' IT AT 1 i' X 17' LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK 3 C3 - N J � O Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ©2023 Starlight Homes LAST REVISION SAVED BY: _ V�4 WTI , f, SHEET NO: A1.1.1 NOTES: FIRE PARTITION/ REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS- - REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL 2-HOURDWELLMG 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 BURRING LOCATIONS AND PAD HEIGHTS. - SEWER CONNECTION SECOND FLOOR PLAN 9-PLEX IW = I*-V AT 22X34' LAYOUT 1/8' s 1'-0' AT I i' X 17' LAYOUT i II-- x C3 J � O 2 Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2023 Starlight Homes LAST REVISION ST SAVED BST • 1 NOTES: FIRE PARTITION( REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ® -SEWER CONNECTION SECOND FLOOR PLAN 9-PLEX 1/4' . V-D" AT 2YX34" LAYOUT i/e" . V-0" AT 1 i" X 17' LAYOUT x C3 J g O Q CAI, ISSUE DATE: 07.28.2023 FOR REVIEW REVISION These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2023 Starlight Homes LAST REVISION 1111111/ n2 _ 1I1IA" x Q J W aO o_ o di J o a o U W N SHEET NO: A2.1.1 i� LU = J Z PLAN 1386 PLAN 1386 ' PLAN 1386 PLAN 1386 PLAN 1386 1 LOT 47 LOT 48 i LOT 49 LOT 50 LOT 51 1 ELEV NR ELEV LR ELEV KR ELEV J ELEV M 0 FRONT ELEVATION 9-PLEX V4'. t'-0" A72YX34'LAYOUT /B'=t'-0'A711"X 77-LAVOU7 r` CM _ N Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION Ar,11111111/ AVE I s ¢Z _ J YJ _ • � coo • ` X W (n z J F- p aQ a Q w SHEET NO: A5.1 z' i COR-w BEYON r, REAR ELEVATION 9-PLEX 1/4' = 1% AT 27X34" LAYOUT 118" . 1'-W AT 11* X 17" LAYOUT r� CM 0 Q I• - ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION k,A§T SAV*b BY • o • y f mLLw i � ,1 W oNi 00 SHEET NO: A5.1.2 f i [-WALL OND PLAN 1386 PLAN 1386 i PLAN 1386 PLAN 1386 i PLAN 1386 LOT 55 LOT 54 LOT 53 LOT 52 1 LOT 51 ELEV O ELEV BR ELEV M I ELEV AR I ELEV M REAR ELEVATION 9-PLEX 1/4'=t'-0"AT 22"X34"LAYOUT 1/e'.,'-0"AT ti'X 17'tAYIX1T ca J i 0 � x Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2023 Starlight Homes LAST REVISION SHEET N0: A5.1.3 LOCATION OF METER BANK TO BE DETERMINED --� PER BUILDER AND POWER LAYOUT PLAN 1386 LEFT ELEVATION 9-PLEX LOT 47 1/4' = 1'-W AT 72X34' LAYOUT VW = 1'-0' AT 1 i' X 17' LAYOUT ELEV NR f- cM O Q In ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2023 Starlight Homes LAST REVISION ..,< ►IIIIIIi.. 1< I FIRE BLOCKING AT EAVES I NO SOFFIT VENTS ALLOWED IN HATCHED AREA EAVES. 1 1 q-p• SOFFIT TO 8E — NON-COMBUSTIBLE SOFFIT. \\ TYP. FIRE RETARDENT PLYWOOD MIN 4'-0' EACH SIDE OF TENANT SEPARATION NO ATTIC VENTING OR OPENINGS ALLOWED, PER 2020 FLORIDA BUILDING CODE -RESIDENTIAL SECTION R302.2.2 I f I t I t I b � v � i 1 h I a �.I RID I , i PLYWOOD CRICKET PER BUILDER zx . Y 1 I I 1 I I I ;I L YWOOO CRICKET R BUILDER PLAN 1386 I PLAN 1386 PLAN 1386 I PLAN 1386 LOT 47 LOT 48 LOT 49 LOT 50 ELEV NR ELEV LR ELEV KR ELEV J ROOF PLAN 9-PLEX t!d' = i'-0' AT 227(34' LAYOUT t/e' = i'-0' A7 1 i' % 77' LAVOtJT PLYWOOD CRICKET PERBUILDER { I I PLAN 1386 � LOT 51 ELEV M x CM J F O I Q I� ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2023 Starlight Homes LAST REVISION .� .. ST SAMED8YLr7 /jam = IL � es U J = SHEET NO: A5.1.5 w' Z: I O' FIRE BLOCKING AT EAVES I TYP. FIRE RETARDENT �' I NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. PLYWOOD MIN 4•-01 ( 4'{T 4'-0' EACH SIDE OF TENANT SEPARATION SOFFIT TO BE NO ATTIC VENTING OR NON-COMBUSTIBLE SOFFIT. I OPENINGS ALLOWED, PER I 2020 FLORIDA BUILDBJ(i I CODE -RESIDENTIAL ' SECTION R302.2.2 I 'f PLYWOOD PERBUILE t �* ` I r I' A I � I PLAN 1386 � LOT 51 ELEV M PLAN 1386 I PLAN 1386 LOT 52 LOT 53 ELEV AR ELEV M r, ROOF PLAN 9—PLEX V4- . i'-0' AT 22'X34' LAYOUT 118' - V-0' AT 11' X 17'LAYOUT -I I PLYWOOD CRICKET I PLAN 1386 LOT 54 ELEV BR j I PLAN 1386 LOT 55 ELEV O 612 x CM J f O coo Q ti— ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ©2023 Starlight Homes LAST REVISION ,2 00 SHEET NO: A5.1.6 vo` EXTERIOR CAORNEP 5/4' TRH ED. (Sm a vJ 2O S'7W4 FULL LAP C4m W m FACING INTERIOR FRONT CORNER BOARD DETAIL 12 —rncrrvw-. 6ALVANIZ® '12 TpIJ55 DRIP EDGE 2x4 5W A 24MIM FA561A FASCIA OV6I °L8-FA561A OR (SEE ELEV1 F GWWEL ALLMNIM SOFFIT J GFI4EZFl EXTERIOR FINISH FLAT SOFFIT DETAIL A HIP ROOF 2x4 SIB 12 FRE-MAILF. FA561A TRU95 6ALVANZED DRIP ED6E 5/4 5YK BD. OR ALIMNIM FASCIA HARDIE BD. TRIM (`SEE EI-EV. FOR OVER �BFA561A EXI1O�9JRE D�5ION) OR (SEE HEVJ F CHAMEL J CMANNEL EXTERIOR AUMN r150MIT FN715H HIP SOFFIT HARDIE DETAIL ,--�FA501A 0 smu FRIEZE W. TRIM BACKER BD. BEI11ND TRIM ORYKALL SIDING ON FURRING JAMB DETAIL 6A1.VANIZm 2x4 50 DRIP ED6E FASCIA PRE-MANIF. ALL~ FASCIA TM55 OVER %B-FASCIA EXTERIOR OR FINISH ( ELEVJ J CIigm (IYPJ GABLE SOFFIT HARDIE D FASCIA DETAIL GALVANIZED 2x4 SUB DRY E06E FASCIA PRE-MANIF. AIJ.Hti#R/ FASCIA TRU55 OVER 51,`}FASUA 5/4 SYN. W. OR NARDIE ED. TRIM J CHANEL ON. (SEE ELEV. FOR (TTPJ ( ELEVJ EW'09M IOH) ALIM" SOFFtT EXTERIOR FH5H GABLE SOFFIT HARDIE FA50IA DETAIL - E 51WAE FRIEZE W. 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ON FLOOR PLAN TO DRYWALL D MEN51ON LOCATION ON SLAB PLAN TO SLAB EDGE LIVING INTERIOR KALDRYWALL BASEBOARD 1 1/2' TO FRAME WALL 6 OARAOE HALL DETAIL DRYWALL CLIP DETAIL as um x K3 + J � C Z Q H ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These &swings are the I Yof SWW Homes and are not to he utilized for oonsfnctial, or copied In part or In whole wMW pemtiSsion from the 1xilder. ® 2023 Starlight Hemel LAST REVISION - 46 s- ,- �o.•z= ° • GV 0 s� �••s ee PR `ee / 11 III""" J 0 Q _J � W in 0 SHFET NO: D-1 TEMPORARY TAPE ,FLAP, TO HOLD NAP ZWLIE r SIEAMW Tr 9' ROIASH OPBNHS TEMPORARY TAPE Rom„ TO HOLD FLAP LHIOUSE HRAP7 � ' �51EATI#N6 SEALPNT BBFHD HbOYI FLANGE BORE N5TALLATI0H HNxm RAW 5l1 FLAS!fG TEMPORARY TAPE Fes, TO HOLD FLAP z1o" SIFATNIG JMfiLA5H�l6 H�hGH FLAfYE 0 5LL FLASHK YIN H FLA5016 METHOD 'A -I' WIWOW H.A%"METHOD 'M' WINDOW FLASHING METHOD 'MI' WINDOW FASHINS METHOD 'A-1' 0BEADPOINT AND WET FROM THE UPPER COf4M OF THEHILL CxT THE EVILDIN5 PAPER AT ARGIM OPEHNH5.A O ESTALL SILL A5HIN6 (EXTENDING 4' BEYOND THE ROUGH OPENING O3 WINDOW FLAN6E. N)OU5 OF SEALANT ON THE BACK SIDE OF THEO A. INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. ON ACH 51 FLASHING 4' ABOVE THE Rd16F1 OPENING AND 8' B. THIS HILL MAKE A FLAP' THAT HILL BE USED TO COVER THE HEAD FLA5HN6 B. THE HINCOW ACCORDING TO THE MAHLFAGI1URBt5 B. OH THTHE JAMB BELLOW THE RGT16H1 OPEFaN6. IN STEP 6. CORNER SHIELD FLASHING (FASTEN HITH M015TOP SEALANT SPECIFICATIONS. OB. R EQUAL) . C, INSTALL THE MWOW ACCORDING TO THE MANUFACTURERS SP IFIGATION5. C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENIN5 SILL (INCLUDING CORNER SHIELDS) O5 A WTALL NEW PTA5HH5 OVER THE HIWOW RASE B. EXIEIO TIE HEAD Pb"N6 &' BELOW THE ROUGH OPENINS ON EACH SIDE. ZHOD5E 'FLAP' HRA' 7 Wm HAW ym R A91N6 su HAW HIODH FLAIK HINPM PLASHINS METHOD'A-' OA ALLOW 71E DAMNS PAPER'Pt-W TO DRAPE OVER TIE HEAD FA%W. LWCUSE YRAP 7 WINDOW FASHINS METHOD 'M' OA. APPLY HEATHER RESISTANT TAPE OVER THE 45' AN6L.E GUT ON THE BUILDING, PAPER B. ON INSIDE PERIMETER OF HIWOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM NI NOON FLASH I NO AND NRAF PETALS IM a"YH W 1116T K W.TAILED HTH PROPER LAPS NO PROJU MMAIE IWMI M FOR OFE11 ----- -—T--- II I) DRIP FLASHING FUST BE II II I INSTALLEDY TO DIVERT WATER I jl Ii I II II rBE SEALED TO PLYWOOD MINIMUM 21 OVERLAP RUVRED 805 H6T LAP If!!!N b' AIO 6E eOTTM SEALER 5TRP 146T If PLACED M WMAYWIT TO &WN MMTM TO K DIVE M TO 4E g1ISIDE WAGE M— cm J F C cn ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These &mnps are the Pl%"dSfewt Hanes and are not to be u0ml for constructor, or copied In part or in whale wthaut pernhisslon fhan the badlrkr.020M Startpht Homes LAST REVISION Ile! W. SwrcD B�j �« Fa7B10R5FAAMB t-- Lf5T76.3RFEYRCaQR e2ND A094" wSa a Bo _ rmmtw MMAIVNDRATIRflE CUT HOUSE MAP SO THAT Z * fuMH� � STAMSTW T HASNMS DM34M SEAM$ E%ilRIIM 91EA11N� J STN7m57RP SMOOT. 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SHEATH I NO WRAP DETAIL INTERIOR DOOR ROUGH OPENING 51ZING CHART DOOR DOOR GALL ROUGH OPENING ROUGH OPENING DOOR DOOR TYPE 51ZE ON WIDTH DETERMINED BY HEIGHT DETERMINED BY R.O. R.O. SINGLE WIDTH x 6-8 OR INCHE5 TO THE INCHES TO THE 82-I/2" q8-I/2" DOOR WIDTH x 6-0 WIDTH OF THE CALL 51ZE HEIGHT OF THE GALL 51ZE WIDTH x 6-8 WIDTH EQUALS THE NG ADDI3 INCHES DOUBLE BI-PA55 OR GALL SIZE WIDTH TO THE HEIGHT OF 63' 99" WIDTH x 5-0 THE GALL 512E 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 62-1/2" q6-1/2' WIDTH x 5-0 GALL 51ZE THE GALL 51ZE DOUBLE WITH WIDTH x 6-5 ADDING 3 INCHES TO ADDING 2 1/2 INGHE5 T-A5TRAGAL OR THE WIDTH OF THE TO THE HEIGHT OF 62-1/2' WIDTH x 5-0 GALL 51ZE THE GALL 51ZE SINGLE POCKET WIDTH x 6-6 ADDIN6 2 INCHES TO ADDING 3 1/2 INCHES DOOR OR 2x TO THE HEIGHT OF 63-1/2" 99-1/2' WIDTH x 5-0 THE WIDTH OF THE THE GALL SIZE DOUBLE POCKET WIDTH x 6-8 OR INCHES 4 TOx THE ADDING 3 1/2 INCHE5 TO THE HEIGHT OF 63-1/2" 911-1/2' DOOR WIDTH x 6-O WIDTH OF THE GALL SIZE THE GALL SIZE n n r p WIDTH p p p ADD 2" Q EQUALS 0 ADD 2 1/2' Q ADD 3" n SINGLE DOUBLE BI-PA55 DOUBLE BALL CATCH DOUBLE W/ T-A5TRIGAL AVE? 2" ADD 113/4' 1ry I I I i DEL. I o o I DBL. DBL. I I o GALL GALL Q GALL GALL GALL GALL Q 51ZE 51ZE 51ZE 51ZE 51ZE 51ZE SINGLE POCKET DOUBLE POCKET INT. DOOR ROUO H-OPENING SI Z I NO CHART cm � x Q F- ISSUE DATE: 01,16.2023 FOR REVIEW LAST REVISION LAST SAVED BY: 40�, `� r •`•••i i%64 Q N W a ENO: D-4 f- x 600 AMP SERVICE (4}150 AMP MAIN TENANT BREAKERS / cm ENTRANCE RATED (1)-100 NAP MAIN HOUSE PANEL J � It #2 #3 Y4 01 01 HOUSE O Q 120 240V ^ 01 1 !1 32 CIR 32 CIR 32 CIR 32 OR 12 CIR 10 \\\\\JJ MLO MLO MLO MLO MLO (n PANEL PANEL PANEL PANEL HOUSE ISSUE DATE: , PANEL 0t1P 06.22.2023 FOR REVIEW REVISIONS: (z) a• Pvc r Pvc r Pvc BY OTHERS (1) x4 CU (1) $4 CU I WIRE BY OTHERS (3)210 ALUM (31#1 ALUM I I I I I I _ I I I I I I These drawings are the 2 GALVROOS I property of Starlight .2 CU I Homes and are not to be I utilized for construction, or NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC I copied in pad or in whole PURPOSES ONLY. ALL INFORMATION SHOWN WAS BE I without permission from PROVIDED BY THE ELECTRICAL INSTALLER AND MUST VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS the 3 OF THE 2014 NATIONAL ELECTRICAL CODE. I r\ I ``(L; light omen Starlight Homes I I I Sj L LAST REVISION 9-UNIT ELECTRICAL PANEL DIAGRAM !� P5 1112" DETAIL 1 2 1'. 1'-W AT 22 X34' LAYOUT . P-0• AT i 1"X 17" LAYOUT I I I fir. I I I LAST SAVED BY: 600AMPCERVICE /(5}150 AMP MAIN TENANT BREAKERS I I vvENTRAN I �. lip A 95 #K N7 01 01 gC r 720 240V 10 01 01 32 CIR 32 CIR 32 CIR 32 C1. 32 CIR MLO MLO MLO MLO MUD 0S PANEL PANEL PANEL PANEL PANEL`iLPP 01 L CIO � rPy J (2) 3" PVC BY OTHERS r Pvc Cut �_ WI EBYOTHERS (1 #4 (3)M ALUM W W c NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC Q PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED 8Y THE PLUMBING INSTALLER AND MUST BE VERIFIED 04 FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2020 FLORIDA PLUMBING CODE, 7TH EDrTXX4. PLUMBING RISER DIAGRAM _ 3" - VV AT 22"X34' LAYOUT . V-0' AT 11"X I r LAYOUT 2 GALVRODS Y2 CU NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2014 NATIONAL ELECTRICAL CODE. 9-UNIT ELECTRICAL PANEL DIAGRAM SHEET NO: DETAIL 2 3 D �� 1". P-0• AT 22"X34" LAYOUT = P-0" AT 11"X 17' LAYOUT BULD010 COOS FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) MBRBAIM ROOF LOADING: TOP CHORD LIVE LOAD: LESS THAN 4/12 PITCH 20 PSF 4112 PITCH OR GREATER_16 PSF TOP CHORD DEAD LOAD' METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAY TILE 15 PSF (REFER TO NOTE 1) 1. BUILDER SHALL VERIFY WITH ROOF COVERING MANUFACTURER'S WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMPED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STARS/SWNG 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 1607A BOTTOM CHORD DEAD LOAD 10 PSF M INILB1M 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 IDO SF) 60 PSF BALCONIES 100 PSF TOP CHORD DEAD LOAD'. CARPET, VINYL, OR WOOD 10 PSF CERAMIC TILE 10 PSF (REFER TO NOTE 2) 2. TILE FLOOR LOADING ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO A 23/32-INCH Dee 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 WEIGHTAND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 244NCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD-5 PSF GUARDS AND HANDRAILS: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 200 LBS IN -FILL COMPONENTS 50 PLF DEFLECTION CIVI E7Rllh ROOFRAFrERSRRUSSES LIVE LOAD L/240 TOTALLOAD L1240 FLOOR JOISTS/TRUSSES LIVE LOAD L 13W(REFER TO NOTE 3) TOTAL LOAD l 1240 (REFER TO NOTE 3) 3, FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURERS VMLTTEN SPECIFICATIONS. FOR TILE FLOORING, REFER TO THE TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS WINO LOADS WITH PLASTER OR STUCCO FINBH L 1360 WIND LOADS WITH OTHER BRITTLE FINISHES L 1240 WIND LOADS WITH FLEXIBLE FINISHES L / ISO DIFFERENTW.DEFUI CT10N: THE ENGINEER OF RECORD RECOM MENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION UM1T. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACEO AT 24- O.C., THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERSITRUSSES SPACED AT 24" O.C. LIVE LOAD L 1240: 0.20' MAX OIFFERENTIAL DEFLECTION TOTAL LOAD L 1 190: 0.27' MAX DIFFERENTIAL DEFLECTION FLOOR JOISTS7TRUSSES SPACED AT ZV O.C. LIVE LOkCL L 1360'. 0.13" MAX DIFFERENTIAL DEFLECTION TOTAL LQAD L1240. 020- MAX DIFFERENTIAL DEFLECTION A.S.ABBREVIAIMMANCHOR BOLT AC AIR CONDITIONER WT. INTERIOR A.F.F ABOVE FINISHED FLOOR MAX. MAXIMUM A.H U. AIRJANDLER UNIT MCD MONTA CONSULTING & DESIGN ALT, ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO, MONOLITHIC BCDL- BOTTOM CHORD DEAD LOAD MPS I MILLION POUNDS / SQUARE INCH BRG. BEARING NO. NUMBER CANT. CANTILEVER 1,17.S. NOT TO SCALE t 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 SQU4iE FOOT DNA. DIAMETER PSI POUNDS PER SQUARE INCH EA. EACH P.T. PRESSURE TREATED ELEC ELECTRICAL REDD REQUIRED ELEV ELEVATION RM. ROOM E.O.R ENGINEER OF RECORD FLO. ROUGH OPENING E.W. EACH WAY SCL STRUCTURAL COMPOSITE LUMBER EXT, EXTERIOR SGD SLIDING GLASS DOOR FBC FLORIDA BUILDING CODE Sim. SIMILAR FF.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FUR. FLOOR SO. FT. SQUARE FOOT/FEET FND. FOUNDATION SUB SUBCONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT /FEET TOOL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD F V. FIELD VERIFY T.O.M. TOP OF MASONRY GALV. GALVANIZED TO W. TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYP. TYPICAL GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE HOR HEADER VERT, VERTICAL HGT. HEIGHT Wit W151 HORIZ, HORIZONTAL WWF WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND DESIGN CRITERIA W!D CODE ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE. RESIDENTIAL, 7th EDITION (2020) NAND DESIGN REQUIREMENTS: RISK CATEGORY 11 BUILDINGTYPE VB WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mpl WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18 MAXIMUM MEAN ROOF HEIGHT 30 I VELOCITY PRESSURE COEFFICIENT 0,98 BASIC VELOCITY PRESSURE 41.3 PSI ROOF SHEATHING & NAILING: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE 4 PRESSURES (PSF) ZONE 5 PRESSURES (PSF) 0 -19 Rh ♦29.2 -31.7 +29.2 -39.1 20 -49 R7 +27.9 -30,4 +27.9 -36.5 50-996 +26.2 .29.7 +26.2 -33.0 1 W - 799111 +24.9 -27.3 +24.9 -30.4 20D+11 +23.5 .26.0 +23.5 -27,8 TQ' x 9'4Y GARAGE DOOR +25.7 -29.1 7,-0- x 1@-0" GARAGE DOOR +24S -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 NAILING SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: ROOF PITCH MINIMUM EAVE/RIDGE INTERIOR ALTERNATE EAVE/RIDGE INTERIOR SPAN MINIMUM NAIL SPACNG SPACING NAIL SPACING SPACING p w 8 RATING THICKNESS TYPE (EDGE / FIELD) (EDGE I FIELD) TYPE (EDGE /FIELD) (EDGE / FIEND) z� 4//28LESS 32/16 15/3Y RSRS-01 6/6 6/6 0.131'z3" 0/6 6/6 f4 4%/12& GREATER 24/16 7/i6' RSRS-01 6/6 6/6 OA31"x3" 4/6 616 RECOMMENDED 40/213 19/3Y I,R5-030r 616 6/6 0.131"x3" 4/6 616 w (ALL PITCHES) RSRS-04 t-� ALTERNATIVE (IF PERMITTED) 32/16 15/32" RSRSO3 6/6 6J6 0.131"z3" 4/6 6/6 'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBGR SECTION R301.1 AND DOES NOT MATCH THOSE OUTLINED IN SECTION R803.2. CALCULATIONS CAN BE PROVIDED UPON REOUEST t ALL SHEATHING SHALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS. OSB OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. FCR THE 8 METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN / SPECIFICATIONS. 2. BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING NiI" THE ,_.,.. SHINGLE MANUFACTURERS WRITTEN SPECIFICATIONS, r r r 3. SHEATHING TORE PLACED WITH LONG DIMENSION PERPENOICIXAR TO SUPPORTS (TRUSSES). PROVIDE PLY CUPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CUPS TO BE SPACED NO MORE THAN 24" O.C. 4, IF ANY PORTION OF ROOF ON THE STRICTURE HAS A PITCH LESS THAN OR EQUAL TO4112, THE BUILDER SHALL USE THE I SHEATHING RED RED FOR THE 4 / 12 PITCH FOR THE ENTIRE STRUCTURE. 5,THE'EAVE/ RDGE'ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS INTERIOR ZONE 6. EDGE = NAIL SPACING ALONG PANEL EDGES. / -r- 7. FIELD = NAM. SPACING ALONG INTERMEDIATE SUPPORTS IN THE EAVE I RIDGE ZONE PANEL FIELD. 8. RSRS-01, RSRS-03, RSRS-04 ARE RING SHAH( NAILS MEETING a • 4 FEET FROM ALL THE SPECIFICATIONS IN ASTM F1667, EAVES AND RIDGES 8 r - i 8 9. 0.131' X 3' SMOOTH SHANK NAILS MAY BE USED IF NOTED IN PER FBCMR3012(I) L- �l THE ROOF SHEATHING AND NAILING TABLE. TN.P' INDICATES THAT ALTERNATIVE NAILS ARE NOT f I I PERMITTED. N-a-+f a X THE RODFB /. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY MEN PERMITTED BY THE MANUFACTURER'S WRITTEN SPECFICATIONS. TI.P.' I DICATFS ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. GABLE END SHEATHING: i. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24/16, AND A MINIMUM THICKNESS OF 711W OSS OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. 2 PANELSMAY BE LAID PERPENDICULAR OR PARALLELTO SUPPORTS, 3. NIL WITH (i HROW 0.131' x 2-12' NAILSAT T O C. AT EDGES. AND 6' O C. IN THE FELD. INSTALLMIN. 2x1 SYPK2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL Wf 10 FOR MORE INFORMATION. FASTENERS: REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131" x 2-12" OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL 14AVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT -DIPPED 2ANC-COATED GALVANIZED STEEL. THE COATING WEIGHTS SHALL BE N ACCORDANCE WITH ASTM Al53, SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OFA PITCH CHANGE. BLOCKING TO BE 2.6 SYP $2, NAILED AT EACH END WITH (3)- 0.131" x T TOE -NAILS. STANDARD NAIL SCHEDULE STANDARD WAR. GENERAL DAMETER/ HEAD DIAMETER LENGTH 80 0./31'x* 281" 10d 0.14T x3' .312' .131'x 3'GUN NAIL 0.131'x7 261' 12d&led SINKER 0.14T x34" .312" 1W 0.182' x 3}` .344' (RSRS-01)RING SHANK e113'x21" 5 (RSRS-03) RING SHANK 0.131' x * 261" (RSRS-M) RING SHANK 0.120' x T 281- NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE OtAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS RED. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER ITS BEING ATTACHED TO. 3 PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F/667. INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL COVER S1.1 STRUCTURAL NOTES w S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN ff X%j%1111111111 S3 FOUNDATION DETAILS ,a>> S4 NOT USED s P ••..••••.,• S5 FIRST FLOOR FRAMING PLAN fee• S5.1 FIRST FLOOR FRAMING PLAN S5.2 NOTES & CONNECTOR LEGEND S5.3 ROOF FRAMING PLAN , N o S5.4 ROOF FRAMING PLAN N S6 MODEL SPECIFIC DETAILS % �. SDI GENERAL DETAILS SD2 GENERAL DETAILS ° 00 1 1 SD3 GENERAL DETAILS SD4 TWO STORY DETAILS ° w '11 ll I'M iT w W SD5 TWO STORY DETAILS < SD6 PARTY WALL DETAILS SD7 PARTY WALL DETAILS b o SD8 PARTY WALL DETAILS a ° - PW1 U373 WALL ASSEMBLY s a M U PW2 U336 WALL ASSEMBLY LU PW3 NOT USED 3 i PW4 U347 WALL ASSEMBLY w PW5 V344 WALL ASSEMBLY 0 SDWC SDWC DETAILS a a W SDWF SDWF DETAILS w 0 WP1 WALL PANEL FRAMING DETAILS w /V/L U r L ST1 GENERAL STAIR DETAILS W S2 zi > y� u bU O Wfl� O MASTER UPDATES g aO }`� ro Z NUMBER DATE DESCRIPTION INITIALS G J m h � 1 2/28/2023 CREATED 9-UNIT BUILDING TYPE W PER TYTH-BLDG 1 (BFS) DID h r D Z G b w mp O � W U �m c o��_ �`ye/1y114 U.1 (nE 2 N = w `a U I 0 O � C cUi w � M a z z ww Co Cv 11 0. O C Q3 2� o � O i � C N (4)� 0 T w mILL, go J - w X Q 2 z oCL S Y O h m F H - o H 3<LLJ W0 O g LL N a~ • z55 �a w p O 9TRUCTIXALENG. TH w za DRAFTING: _ Z STROCT: JV ?3 j o WCWCK: CC ¢ w JOB No. STAR-17148 6 t SCALE: AS INDICATED 2 W DATE: p82Ma123 55 o u N° S1pz �8 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. FOONDATHONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM 01557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGANST 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 A815: A. REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40. LIN.O. BAEFER TO DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND GRADE. CAEPER TO LINTEL PLAID FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE AND GRADE. Z REGUIRED LAP SPLICES SHALL BE AS DEFINED IN TABLE BELOW. TABLE MON REM LAP SPLICE,EMBEOMENT, AND HOOKED ROW. STEEL INCHES) GRADE 40 GRADE 60 BARSIZE SENDO LENGTH LAPSPLICE BENDO LENGTH LAP SPLICE 'A' B' I 'C" I -W "A' "B" I 'C' I -D'MASONRY V'CONCRETE M3 2-114- 4-12- 6" 1 IL 2-1/0 4-12' 6' 1 Is- I 18' M4 3' 8' 6' 20' 3" 6' 6' 20' 24" 95 3-314' 7.12' 6' 25' 3-34' 7-10 8' 25' 30' #6 4-12' 4-12' 9' 6' 40' 36' M7 &114" 10-1/7 7' 1 41" Si/4" 10-1/2-1 7" 1 53- 53" Q 03.2X U iJ 1M-2X - I 06:3" " �3, $7 = 3YR' LAP SPLICE BfAN0ARD 97 HOOK STAIDAl1D /&7 HIDdC CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF WALLS OR MINUS 1'. AND HAVE 2 TO4%AIR ENTRAINMENT, AND A MAXIMUM WATERICEMENT RATIO OF 0.58 2, WELDED WIRE FABRIC W SHALL CONFORM TO ASTM A485 FOR 6x6xWI.4xW1.4 WF SHALL BE LAPPED AT LEAST 8" & CONTAIN AT LEAST ONE CROSS WIRE WITHN THE W.FIBERMO( OF EQUAL SPECIFICATIONS MAY BE USED IN UEU OF VWVF. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AG 318 LATEST EDITION, AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," AG 301. 4, FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WITH A STANDARD 90-DEGREE HOOK AT THE CORNER REFER TO TABLE MD08 ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. 5. SLAB ON GRADE REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 113 OF THE SLAB. 1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM COO. SHALL BE NORMAL WEIGHT, SHALL BE LAID IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH tr.) OF 2000 PSI AS DETERMINED BY THE UNIT STRENGTH METHOD. 2 MORTAR SHALL BE TYPE M OR S. CONFORMING TO ASTM C270 3. GROUT SHALL CONFORM TO ASTM C476. COARSE GROUT SHALL BE UTILIZED WITH A MAXIMUM AGGREGATE SIZE OF 3B4NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 30DO PSI, 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REWIRE. USE OF 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE 5. SHOULD AREAS OF STACK BOND EXIST UTILIZE 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED, S VERTICAL (ENFORCEMENT SHALL BE RACED AS NOTED ON THE DOWEL PLACEMENT PLAN WITHIN CELLS FILLED WITH COARSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP AND BOTTOM AND MAXIMUM 8'-0" U.N.O. VERTICALLY. TES TO THE FOOTING & BOND BEAM REINFORCEMENT S ADEQUATE AT TOP AND BOTTOM OF WALL; USE REBAR POSITIONERS IN MIDDLE OF WALL 7. NO NONSTRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS. 8, ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W/ MIN. 16 GA TIES SUCH THAT DISPLACEMENT WILL NOT OCCUR WRING THE CONRETE PLACEMENT OPERATION. 9. VERTICAL REINFORCMENT SHALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE OF THE BOLO BEAM, AND A STANDARD 90-DEGREE HOOK INTO THE FOOTING REINFORCEMENT 10. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. 11. EXCEPT AS SPECIFICALLY NOTED THIS PLAN, THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS 6(12-16). 12. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES- Ile TO + 12" 14, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. ZX PT. ATTACHED TO CMU W MIN, 0, 131 DIAMETER CASE HARD MASONRY NAIL WY MIN. IAA EMBEDMENT OR IW TAPCON W1 MIN, 1-W- EMBEDMENT @ W O.C. MEASURED VERTICALLY AND P FROM ENDS. ZX FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR @ MAX( 24- O.C. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSUAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDmON(NDS) 2. LUMBER DENOTED AS SPF02 OR SPFSI/#2 SHALL BE SPRUCE-PNE-FR VISUALLY GRADED N0 .iMo2' BY NIGA, OR BETTER. 3. LUMBER DENOTED AS SYPM2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED"No Z' BY SPAS. OR BETTER 4. OTHER LUMBER SHALL BE VISUALLY GRADED No. TOR BETTER REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#M OR SYPM2 OR BETTER U.N.O. 6 ENDJONTED LUMBER S 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 N 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 A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9, ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS). U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10 ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1' DIA SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER V IN DA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HS82 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 SELECTAPPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACA-C, ACO-D, CSA-A OR CAE REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM SORATE (SSXU) DOES NOT, 12, ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH TFE LATEST EDITION OF TFE AWPA Ut 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. $EE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAIUNG PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16, TRUSS SPACING SHALL BE 24' O C. MAX UNLESS OTHERWISE NOTED, CONVENTIONAL FRAMING SHALL BE 1S" O.C- MAX. OR AS OTHERWISE NOTED. 17. AT ALLNON-BEARING WALLS FRAME STUDS @ 24" O.C. Al SINGLE TOP AND BOTTOM PLATE. LEAVE 1-12" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WT1 SIMPSON OTC CLIP OR 2w SYP Na 2 BLOCKING WITH (2).0.131' x 3" NAILS TOP & BOTTOM 18. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEIUNG. 19. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REOUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. FLOOR FRAMING NOTES: GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST(TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. F UGHTNEIGHT CONCRETE OR SELF LEVEUNG CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS 00. TO VERIFY FLOOR TRUSS DESIGN. 4, FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFUCT. 5. ALL JOIST TO JOIST OR TRUSSTO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.0 /BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION RED. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD MIN. OR 23a2" OSB MIN. APA (4824) RATED SHEATHING OR STRUCTURAL 1, WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131"x W, 0.131" x 3' RING OR SPIRAL SHANK( HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 4' ON EDGES AND 12' N FIELD, ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/ANC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER (SCL) AS DEFINED BY NOS SECTION 6.1 (INCLUDING LVL, PSL, AND LSL LUMBER) OR STRUCTURAL GLUED LAMINATED TIMBER AS DEFINED BY Nos SECTION 5.1, VALUES AS FOLLOWS: INNS D COMB. NO. 50 GLIILAM SOL E-1.9 MPSI E-1.7 MPSI E-2.0 MPSI E=1.S MPSI FOY = 2100 PSI RB = 2050 FS = 3000 FS = 2200 FBX=2100 PSI FT=1650 FT=1700 FT=1500 FGI = 1,700 PSI FC It- 3000 FC II= 3000 FC II- 2100 FC_-450 FC_=SM FC_=450 FV=205 FV=285 FV=150 1. USE 1/2' CEILING OR SAG RESISTANT BOARD FOR 24' O.C. FRAMING U.N.O. 2, SW TYPE'X' GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE S ABOVE THE GARAGE MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS! DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 124NCH (12.7MW GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT is THE BUILDER'S RESPONSIRIUTY TO ENSURE THAT ALL METAL CONNECTORS. METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL ANDOR HAYS THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS. AS PER THE FOLLOWING GUIDELINES. t. WOOD TREATED WITH DOT SODIUM BORATE(SSX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING. 2, WOOD TREATED WITH ACO-C OR ACQ4D (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 F1667 i. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A LICENSED ENGINEER'S SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED 18 NOT INTENDED TO SERVE AS A TRUSS DESIGN MALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING A SPECIFIC GRAVITY (G) OF AT LEAST 0.50 B. THE TRUSS DESIGNISYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE4:NGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN/SYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PUNS. 2. THE TRUSS MANUFACTURER SHALL VERIFY TRUSS GEOMETRY WITH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURERS LICENSE TO FABRICATE TRUSSES UTILIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED. 4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE. SHAPE, AND LAYOUT. S. JOSSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, WRING INSTALLATION OF TRUSSES SHALL COMPLY WITH THE CURRENT EDITION OF SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI). 6. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WITH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEWLE T. AL 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 SHDVM, AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESGHSYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN, 2X4 SYP %2 BLOCKING: A. WHEN BLOCKING S 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". BEGINMNG C FROM EA. END, B. WHEN BLOCKING S 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. PLYMKM EDGES AT RIDGES REQUIRE BLOCKING W1(3} 0,131' x 3' TOE -NAILS EACH ENO. BEVEL OR MITRE CUR BLOCKING AS REOURED. 10. TRUSS W BRACING: MIN 2x4 SYP 02 AT ANGLE APPROX, 45' FROM VERT. TO EA, TRUSS MEMSER w! (3} 0A3V X 3' NAILS SPACE W BRACING ALONG TRUSS SPAN @ I(T-0" MAX AND EQUALLY SPACED FROM END OF TRUSS.'X' BRACING TO START 2(Y-W MAX FROM 41 HIP GROER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE SCBI483 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2" SPF M2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT IT-W O.C. MAX WAIN TRUSS SPAN OR PER TRUSS DESIGN ORAWINGS. ATTACH W! (3} 0.131-X 3" NAILS AT EACH TRUSS, OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24') PLUS 6- MIN PAST BOTTOM CHORD. 12. INSTALL PERMANENT 2x CONTINUOUS LATERAL RESTRAINT (CUR) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & SCSI.83. ("T' BRACING MAY BE USED 110. PEMANENT CLS IF IT EXTENDS MN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN SCSI-B3). 11 AT RAISED HEEL TRUSSES, 2x4 SYP 82 (MIN.) ATTOP AND BOTTOM OF HEEL W/ (2) 0,131"x 3- 70E-NAILS READ. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING ALTERNATE IF HEEL HEIGHT IS LESS THAN IZ' TALL 2x4 SYP 02 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W (2) 0.131"x 3' NALS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CUR) PER SCSI-B3. I S. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWSE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDTONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN. NO TRUSS APPROVAL IS REWIRED, UNLESS LAYOUT IS REVISED W OUT WRITTEN APPROVAL FROM MOD, I& IF DESIGN DOCUMENTS INDICATE THAT AN AJC UNIT S TO BE RECESSED INTO THE RCOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REWIRED SIZE. (2) 751E MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS N THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLED BY EITHER THE CONTRACTOR OR AMC SUPPLIER. REFER TO DETAIL TB01 THIS SHEET, PER CURRENT EDITION FSC-R SECTION M1305: NOTE TO CONTRACTOR'. ATTICS CONTAINING APPLOANCES6HALLSE CONTACT FOR FOR PROVIDED WITH AN OPENING AND G-EAR AND ADDITIONAL REVIEW PRIG UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO TO CONSTRICTION IF ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT TRI -SPLAN ORIENTATION NOT LESS THAN 3W HIGH AND 22" WIDE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN 301 DEEP AND 30' DIFFERS THAN INDICATED I 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 22" MIN. GENERAL NOTE: INSTALLATION AND/OR REWIREMENTS OF THE AR HANDLER UNIT OR SYSTEM 2.4 f2 SYP RAT RUN SHALL BE PROVIDED TOP AND BOTTOM MIN �. BY MECHANCQ (2) BAYS PAST NO �.• �..�� CONTRACTOR OR BY LOCATION. MIN (3)BAY A OTHERS. NOT SY MOO LAP W/ (2) 0.76T x 3-12" NAILS TO EACH TRUSS. TYP EACH SIDE STANDARD TRUSS -�--� BOTTOM CHORD -�� %TB'1 A/C IN TRUSSES FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3W 0 HALE MIN. W 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 MANUS SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING 80")SEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDNG BEND). THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAIMNG THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH REGARDS TO BOTH UPLIFT AND LATERAL VALUES AUDTTK) ALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAR CONSTRUCTION ZX ITS MAY BE USED ILO TIMBERSTRANDS FOR STAR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS LO bITS (SEE GEN. STAR DETAIL SHEET FOR MORE INFO.) 4, METAL SCUD SUBSTITUTION WOOD STUDS MAY BE SUBBED vd METAL STUDS IN NON -LOAD BEARING WALLS S.OMITTED J8OLT -1 WALL THREAD ROD vM 2' x T SO, WASHER DRILL & EPDXY wl SIMPSON SET-XP EPDXY WITM MIN. 7" EMBEDMENT. -12"x6' SIMPSON TITEN HD THREADED ANCHORS W LSPI2 WASHER MAY BE USED ILO 12" J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TREWS 6. MORTAR JOINTS FOR BED JOINTS 12"A-. GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. RFJNF. READ) FOR HEAD JOINTS GREATER THAN W4", GROUT FILL CELL IN BLOCK AFFECTEDON EA.SIDE OF JOINT. PROVIDE (1) 95 VERT. REINF. IN EA CELL CONT. PER PLAN. '"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 19 (2) COURSES FROM FND. RAVE HEAD JOINTS WHICH FALL WON THE SPECIFIED TOLERANCES THE ADDED VERTICAL REINFORCEMENT IS NOT REQ9 TO BE EPDXIED INTO TIE BEAMIFTG TOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA SIDE OF JOINT AND PROVIDE (t )I5 VERT. REINF. IN EA CELL, CONT. PER PLAN. 7.O ERiANGNG CMU WALL -FOR CMU OVERHANGING FOUNDATION <I12", NO FIX IS REQ'D POUR TEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +12'-1-i18", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER i-i/8", CONTACT FOR FOR REPAIRS, STRUCTURAL STEEL 1. MATERIAL SPECS: WOE FLANGE SECTONS: ASTM A992, FY = 50 KSI FU = 65KSI - TUBE STEEL (HSS): ASTM A500 GRADE B. FY- 42 KSI PIPE STEEL: ASTM Ass. GRADE B, FY = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: ASTM A36, FY = 36 KSI 2. STRUCTURAL STEEL CONNECTION& ALL BOLT CONNECTIONS SHALL BE AT'SN UG-T1GHT"CONDITION AS DEFINED IN AISC 360, BOLTS USED IN STEEL CONNECTIONS: A325 U NO. - ANCHOR BOLTS CAST N CONCRETE: ASTM F1554 GRADE 36 - BOLTS SMALLER THAN SW OA.: 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 WINCH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WITH PUNS AND SPECS IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE THAT AN NOUN IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLIER SHALL DESIGN TRUSS TOP CHORDS AND/OR BOTTOM CHORDS TO SUPPORT A MIN. (2) 751h POINT LOAD EACH TRUSS AT THE AC LOCATION. MEANS OF AO SUPPORT SHALL BE BY OTHERS 1 STANDARD TRUSS TOP CHORD VARIES OTHERS / - - TRUSS WESS NOT SHOWN FOR CLARITY --- AIR HANDLER UNIT, A.H.U. SIZE AND SPECIFICATIONS BY BUILDER NOT MCD 2x4 Lo SYP CROSS BRACING (AT 45-) W/ (3) 0.148" x 3.1/4- NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATELINEBY OTHERS PLYWOOD SHEATHING BY BUILDER AS REDD FOR LEVEL WORKING SURFACE 16M CV z 1.Z :3j ce18 c -IF O 2 o Qs O� m� 1} z Q �Rx 0 F 9E M OCO 10 z Z N 0_ AV O In C y�0 s 3 m J 0 Q Z W - ~ W W W O 0W U) • SIRUCTlIu1 ENG: TH -BTRUCT. JV ¢ OC CHECK' CC 0 w J09 No. STM-17148 11 SOME: AS INDICATED S1.1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN. OF WMR & ASSOCIATES, LLC is strictly prohibited. I I I i 1386-NR 11386-1R 113WKR 11386J 113884A 1138"R 11387-M 113W-BR 1 1336-0 BUILDING KEY NOTE: SEE PAGE S2.1 FOR NOTES AND FOOTING SCHEDULE I I zw x ,xn sw 5Irz• 1 INSWING DOOR RECESS NOTE: INSWING DOORS WITH COVER INN SIFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED AND CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL, INSWING DOORS WITH NO COVER REQUIRE A RECESS ~ z �X L Q� '' -��� Z �*0 J •• R .< p• W _ Are J O• Z I0 -z' o •j C6 OW z O ¢ y Z o>t0 �z 0 0 OLU i~ t � 3 0 y z a 0 0 u z z 17 a ^ O a z $ u r W T. $ ' z yj$ W d OqqF o 8 Q_ O ZF o~ N' Q hogs i o - W Z C U U 10 — O0. _ > W LL W 3 u CZ a 0 ' C 99 U a Z V W C N � 1. a z 00 0 f O t18 c 0 ; 2 uatf --�' a x o a < j c a o y O m J V 3 �W = W Z 0 - i}a} F w 0 5 F - 0 a.j}°} oOf 0 V) • zNo. W ✓i 0 N j U STIK1CRMtAL ENf3: TH OWifTNifr. -STRUCT iv W CHECKCc N < F Z W FOUNDATION PLAN., .1W Na STAR-17118 SCALE: AS INDICATED DATE. p323/2@3 S2 Iva"=r-a' 1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I 1 I / 13WNR I IW6-UR I13W-KR 113B&J 1 1386-M 11386-AR 11387-M I1386-BR 11388-0 BUILDING KEY INSWING DOOR RECESS NOTE: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT FOUNDATION NOTES: 1. PROW DE MIN BNL APPROVEp VAPOR BARKER. NIJONT3 TO BE UPPED NEED TO HAVE A RECESS AT THE SLAB. If THE MIN 6' MID SEALED, REFER lb FBCR CURRIER EDRION SECTION R508.2] FOR COVER IS NOT MET IN ANV ORECTRON. A RECESS I REQUIRED REQUIRED LOCATIONS z REQUIRED AND CONTRACTOR TO FOLLOW THE TYR 2 PROVIDES-I,TTHIOK2S00PSICONC SUIBW'Sz MAIW14WELDEDWRE RECESSDETAL. INSWING DOORS WITH NO COVER FABMCIWVW). PLACED N MIDDLE TO UPPER 113 OF SLAB DEPTH OVER REQUIRE A RECESS NIL, VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED LO u WAF. WHEN FIBER MESH MEETS M EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITxM). 3 CONSULT W1MAN. SPECIFICATIONS FRIOR TO POURING OR RECESSING DOOR SLLS. INSW NG DOORS WITH COVER UMW WT PAOIW IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT WED RECESS AT SLAB. IF MW COVER IS NOT LET IN ANY DIRECTION. A RECESS IS RED'D & CONTRACTOR TO FOLLOW THE TYP, z RECESS DETAIL, INSW/KR DOORS WITH NO COVER REOUBE A RECESS 4. EXTERIOR SLABS SHALL SLOPE III' PER FOOT AWAY FROM HOUSE. S CONTROL JONTS OF SHOWN) ME NOT RED'D BY CODE BUT ME SUGGESTED (ESPECIALLY WHEN USING FIBER PEW, CONIC.) CONTROL JOINTS TO BE SAW O TI CUT A DEPTH OF U4' OF TFIE THICKNESS OF THE SLAB. FILL CUT WMPMOVED , JOINT MATERIAL M USE ALTERNATE APPROVED METHOD. ���•.• �� 8. MECHANICAL EQUIP. LOCATIONS WLL BE DETERMINED BY COMMUNITY& COUNTY COGES, O Mj 7. FONMTIONS AND SUPPORTS FOR OUTDOOR MECHWM.LL rs� O. N I SYSTEMS SHALL BE ASED AT LEAST W ABOVE THE FINISHED GRADEM MDSHALL ALSO CONFORRTO TW MANUFACTURER'S INSTALLATION '� h - N G,- INSTRUCT ICNS. "• & NO WOOD STARES PERMTIEONFOUNOATKN. a. aW.' 8. PENDING SITE CONDITIONS.FOUNDATION MAY HAVE TO BE STEPPED s ^ Q '��i SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS P REQUIRED O� ND 10. SEECEFN WE M 9A?CI 51I ON S3FIRREDSTEFtO FOOTING SPICE. SEE DTL MFOB Alm MF100N S]FOR STANDARD fOOTING STEP Ol^N (V L W ANY EQUIPMENT ANDKM APPLWNCES HMVNG AN IGNITION SOURCE BE ELEVATED A MIN OF Ir. CONTRACTOR TO PROVIDE SUCH RATF EITHER MASONRY OR WOOD CONSTRUCTION 12. ASSUMED ALLOWABLE SOIL SEARING PRESSURE AFTER COWACTION. 2A00 PSF (SEE SOILS REPORT AND SPECPCATIONS FOR COMPACTION REQUIREMENTS). IF SOB. CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPAGW' THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN, BOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COIWACTED IN ITUFTS TO AT LEAST %%OF MAX. DRY DENSM, AS DETERMINEDBYABTM-Di55TlMODIFlED PROCIOft ). z S m o !- Z t - O _ r THE FOUNDATION DES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOL BEARING CAPACITY OF 2000 PSF. 13. PENDING SITE CONODONS, IF SMII WALL IS REQUIRED. G.C. TO DETERMINE ~ REOUIRED COURSES FOR STEMWALL FONDATICN. SEE STEMWALL CHART z0 FOR REOURED REINFORCEMENT AND FOOTING SINS KNOW;DEPTH OF uN Z STEMWALL. IF CHMT IS NOT MIWIDEO. CONTACT ECR TO REVIEW AND O PROWDE 0 u ~ 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE H KIKT!3 ROVIDEDONTHESTEMWALLSCHEDULE--$TM- W Z a jX CONTACT E.O.R. PRIOR TO CONSTRUCTION 15 OINW ALL PDATION PADS HERE SHOVM ON THE BELOW FOOTING O rn SCHNEDUILE SWINWHERE LL BE STALED THE DEPTH OF THE W FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION (� MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE POUNDAD"N ~ PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE i COmIT1 AND JR LOGD . CONTPACTM TO F VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMEM - REGUREMENTS ME MET. s Q I&. PHELD TO OURIW VERIFYALL GAS LINE AND RUMBING LOCATIONS PRIOR TO POURING BLAB- O o U 3-. FOOTING SCHEDULE a a U H- O V- Z 7M. p� O 12"v12"z.7 HO/I5-s EOWLLYSPACED EA. N WAY M. TW CLEARANCE BETWEEN MIN (2)15 E.W. BARS BTMN.COVERTOEDGE OFCONC. CO z H YYYIII = 1A 12'X24'X12" dp w/951 EQUALLY SPACED EA. WAY MN.THORIZ. CLEARANCE BETWEEN 21-SIDE �3' O.C. & MIN z O F BARS 8 3" MN. COVER TO EDGE OF CONIC- 0) 05 PARALLEL TO IT SIDE 9W O.C. > v M _ V 8 O 21'124'B1T dp w1 l EOUALLY SPACED EA. WAY MN. T HMO, CLEARANCE BETWEEN MIN(3)15E.W. BINS 8 3- MW. COVER TO EDGE OF CONC. j r O f 25"125.112- dpwIM's EQUALLY SPACED EA. 2.3 WAY MIN T HORIZ. CLEARANCE BETWEEN SARS & 3- MN. COVER TO EDGE OF CONC. MIN (4)15 E.W. 1- Q J Lin Q C A 30'B3B"XITd1WW1 EQUALLYSPACEDEA. o IV 2.5 WAY MIN. T HMIZ. CLEARANCE BETWEEN BARS & T MN. COVER TO EDGE OF CONC. MIN W 0 5 E.W. u O 7 W L Z > 0 m •I� m V 8 2 6 3T13TX1TdPw/15'sEOUALLYSPACMEA, WAY MIN. T HORIZ. CLEARANCE BETWEEN MIN (5) 4 5 E W. BARS & 3' MIN. COVER TO EDGE OF CONIC. O W `4�' F O�W 3 3 S Z O W136Y11"dD w111% EOUALLY SPACED EA, WAY MN. T HORIZ CLEARANCE BETWEEN MIN (A .W 15 E. BARS 8 3" MIN. COVER TO EDGE OF CONC. 3 j � w O m 12'w12Y12' dP Y✓15's EOUALLY SPACED EA 3.5 WAY M. T HORR CLEARANCE BETWEEN BARS& T MW. COVER TO EDGE OF CONC. MIN (8)15 EW. F _ C1 `,Jfl 1Tx42'X18'tlp w1115'a EOUALLY SPACED FA. WAY MN. 2" HORQ. CLEARANCE BETWEEN MIN (8) 1SEW. 3 w 4 IB-x48Y1T dPW.51EWl1LLY.WACEMEA. WAY MN. T HORIZ. CLEARANCE BETWEEN MIN (7) 0 5 E W. ¢Q - BARS & 3' MIN. COVER TO EDGE OF CONC. O - 4t UH N Z Z J W m _ = Q Z IL yH + C O J lD V - 4A IB'148'k18' EQUALLY SPACED EA. WAY MN. T HORIZ. CLEARANCE BETWEEN BARS & 3' MN. COVER TO EDGE OF CONC. MIN (7)15 E.W. U w ¢ 40 ABAY MN. dI HORIZ. EQUALLY SPACED EA. WAY MN. TN.COCLEARANCE BETWEEN BARB & 7' MW. COVER TO EDGE OF CONIC. MIN (8)15 E.W. w z a = 4.3 5T11-1.1T 4pw 15's EQUALLY SPACED EA, WAY MN. T HORZ CLEARANCE BETWEEN BARS & 3' MN. COVER TO EDGE OF CONIC. MIN (7)15 E.W. O o O 4.5 SIYSIYiS-dp w .EQUALLY SPACED EA. WAY MN.THORQ. CLEARANCE BETWEEN BARS & 3' MN. COVER TO EDGE OF CONC. MIN(8)15E W. ¢ Z ¢o ® 51"YMN.. dp RZ EQUALLYSPACEDEA B AY & T M. CO CLEARANCE BETWEEN BARS & 3' M. COVER TO EDGE OF CONIC. MIN (9)15 E W. _ 801R0k181dpw % EQUALLY SPACED EA u O WAY MIN. TIN RCLEARANCE BETWEEN BARS &MW.ICOCOVERTOEDGEOFCONC. 3' .W MIN (9)15E. p W z = O F 08Cdi8k18' U D X Z W 0:J }y w w w F - • 5.5 dp wW5i EQUALLY SPACED EA WAY MN.T HORIZ. CLEARANCE BETWEEN BARS & S' MN. COVER TO EDGE OF CONIC MN(101/5E.W. W . ¢ O o -a 0 15TPOCTl1RAL Elm' TH W _ GIFTING: Cc STM-1T110 AS INDICATED kETE. FOUNDATION PLAN'S2.1 1/4•=V-0- � COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x BEARING WALL PER EXTERIOR WALL 2. BEARING WALL PER _ 1 EXTERIOR WALL IF BEARING WALL HOLD SAG WALL BACK CENTERUNE OF 2x SRG WALL PER PLAN SHEATHING PER PLAN. PLAN SHEATHING PER PLAN. HOLD NON-BRG WALL ABOVE - WALL SO BASEBOARD IS BEARING / FOOTER SEE DETAIL WF105D1 SEE DETAIL WF101SDA BACK SO BASEBOARD WALL AND BEARING FOR MORE INFORMATION 2x P.T. BOTTOM PLATE - FOR MORE INFORMATION IS SITTING ON 7- EMBEDMENT TO HAVE MIN' FOUN)G ON WALL SCHEDULE 2r P.T. BOTTOM PLATE - 8 ATTACHMENTS PER T EMBEDMENT BELOW FOUNDATION BELOW & ATTACHMENTS PER PLAN IF CURB IS TALLER THAN FOUNDATION SELOW NOWBEARING WALL LOWEST STEP OF MIN16 (MAX 2") 2" 2r BRG WALL PER -- ---- 2. P.T. BASE PLATE BUILDER TO PROVIDE SILL (MAX 2") CURB MAX 1 PLAN AND BEARING CLEAN COMPACTED PLAN BUNDER TO PROVIDE SILL (1) CONTRACTOR TO ADO SE/�lANTANSIAATON SEALANTANSULATON (7)i5 CONT.BAR BUILDERANPROVDE SILL 7 BUILDER TO CONC. SLAB PER (i)#S CONT. W/7-12' e'l SEALANTANSUUTION -I WAIL SCHEDULE FILLSITY STANDARD CENTERED WITHIN CURB 2" CO ER ryP F ��ITM CONIC SIRS PER CONCRETE SLAB PER OFF SET ®BOTTOM w " W/ MIN. 2" COVER PROVIDE SILL MAX I FOUL-1DATON PLAN a t5 W :'� 1 2x P T. BASE PLATE FOUNDATION PLAN FOUNDATION PLATE CONCRETE SLAB PER a SEAIANTANSUUTION CONCRETE SLAB PER 9CONIC. SLAB PER g n i? FOUNDATION PLAN > OFF SET @ BOTTOM I FOUNDATION PLAN FOUNDATION PLAN PLATE ;• ' VARIES .p. w µ - I 8 GRADE x SEE PLAN `• it I. t2' n _ - c m • m i M z fCUEAN GRADE._I� � - _ - i5 I P ,- --1 --- Iz z i b �� jT_� - - 1- - CLEANCOMPACTED 31 T(2) #5 CONT. REBAR ON . 1 I § �- I e+ .. F)LL ®95% STANDARD , , == ;1I - (2) N5 BARSCONr. W/TCHARS W/ MIN.3'_--'''"3'COVERTYP. 8" 0.COVER 8'i'-0' flLL ®95%S APAARD _ I I 7 - 01 N5 BAR CONT.-........ I (2) #5 BARS CONT. W/ DENSITY (2) N5 CONT. REBAR ON -' I"-- (-- CLEAN COMPACTED W/ 3• COVER TYP. 3" COVER TYP. 10" CHARS W/MIN.3' FILL @95%STANDARD CLEAN COMPACTED (2)i5 BARS COW W/ PENDING SITE LAVER 8' td' DENSITY PENDING SITE FLL SI 95%STANDARD 3' COVER TYP. CLEAN COMPACTED CONDITIONS, SEE NMIERE2ND STORY OCCURS, FTG DENSITY FN1®95%STANDARD DETAIL MF20 FOR SHALL BE VWADE W43)#5 BARS CONDITIONS, SEE WHERE2N0 STORY OCCURS, FTG DENSITY VMERE2ND STORY OCCURS, FTG DEEP MONO DETAL MFZO FOR SHALL BE 14' WIDE WA3)>6 BARS VMERE 2ND STORY OCCURS, FIG WHERE 2ND STORY OCCURS. FTO SHALL BE 1'd WIDE WK3) #5 BARS DEEP MONO SHALL BE V• WIDE WK3)#5 BARS SHALL BE t•A• WIDE W/0)#5 BARS 01 TYPICAL EXTERIOR FOOTING / TYPICAL GARAGE CURB FOOTING NON -BEARING SLAB STEP DOWN YIFO� DOUBLE STEP FOOTING FOS BEARING SLAB STEP DOWN ((IIIF6k FOOTING AT INTERIOR BEARING 3/47=1'-03N'=1•-(r 314 =1'-0" 31411'-0' "'� NOTE TO CONTRACTOR: ENDING SITE COI-AITIONS. ALLREINFORCEMENT SPECIFIED IN PLAN VERIFY WpETAILS FOR REOD VERIFY W/DETAILS FOR REO'O N SEE FRAMING P!!r CONTACT FOR IF h11CKENED I FOUNDATION DETAILS SHALL TIE IN TO m STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS W NOTE: LOCATIONS FRENCH S Irr EDGE IS REQUIRED TO 8E I ADIACENT MONO AfID,OR STEM WALL DOOR LOCATIONS. ¢ FOR MORE EPER THAN 12' I_ FOUNDATIONS AS SPECIFIED THIS DETAIL CONTRACTOR TO ------ --- _ -. ......... MIN. 24•BEFORE + -- '1 INFORMATION n ANOTHER STEP ,r I .I' VERIFY WITH DOOR `a SEE FR MANAND PARTY WALL GARAGE CONC. SLAB PER 8"x12 THICKENED I I • - REQUIRF.ED FOR DETAILS FOR MORE I " FOUNDATION PLAN ) T- bm REQUIRED RECESS SLOPE I SLAB W/ (1) #5 CONT70 3 � I � � T I � INFORMATION I W/ 3" COVER TYP Z ^ I I I i5 CONT. THRESHOLD PER MFRS CONCRETE SLAB PER REINFORCEMENT SEE FOUNDATION PLAN s: (' O I a I FOUNDATION PLAN SPECIFICATIONS GRADE - . I I ° I THRESHOLD PER I FOR QUANTITY MANUFACTURER'S TOP VIEW (a) CORNER GARAGE WALL " I - r - - SPECIFICATIONS #sr2Sx2SCORNER CONIC. SLAB PER BEYOND = 1. T I • - I I i 1- BAR. ONE FOR EA w <A k - FOUNDATION PLAN PROVIDE .'MIN. VERIFY PLAN DETAILS I HORIZONTAL U - F CONIC- SUB PER I SLOPED RECESS AT i1- FOR REQUIRED i5 L�� REBAR. TYP. U.N.O. FOUNDATION PLAN I -{�c - N �•� I - CONT BARS. MAINTAIN ' " •' .t RAG3'COVERTYP. �� e kDRIVEWAYBYBUILDER- ' I' q I I 11= 1 - ` I •••/ �. J GAR, gLOPE CONCRETE OR PAVERS I I 1B MIN. ,t16"MIN. - I I FIN. FLIT — SLOPE I a VERIFY PLM1 DETAILS -� 1 3 i"'k I Sri 1+(-" 1 - _BEND EACH CONT. 7t5 - FOR REQUIRED i5 PER MFG SLOPE EXT. SURFACE I •` - - BAR AT STEP DOWN, CLEAN COMPACTED CONT. BARS. MAINTAIN OR (MADE F PER OR INSTALL i5 HOOK CONT FILL @ 95% STANDARD 3' COVER WP. BARS FOR EACH CONT. FOOT AWAY FROM CLEAN COMPACTED J (3) #5 CONT. REBAR - DENSITY BAR. UP REBAR PER BUILDING FILL @ 95% STANDARD ON CHAIRS W/ MIN. W) 35 COVER TYP. P m MIN #4 @TOP TABLE MODS ON SIA 12"FIBEREXPANSION DENSITY 3'COVER iV' ♦_ ` REQUIRED PER APA AS REQUIRED PORTAL FRAME SPECS �r1 THICKENED EDGE IFO� TYPICAL STEP FOOTING DETAIL F7 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING F1 THICKENED EDGE @ GARAGE DOOR 3N'=1'-0" 3/4'-1'4r 3N =1'-0" 3/4"-V-O" (2)#5x,r4"BARS t'TYP. 2' SCH.40 STEEL PIPE IF MASONRY WALL OR All. REINFORCEMENT SHALL a FILLED W/2500 PSI COLUMN IS ABOVE, MAINTAIN 3" CLEAR TO CENTERED AT PPE ------ PVC OR SCH40 SLEEVE �; CONCRETE BOLLARD HOOK VERTICAL PENETRATION TO BE MIN. 3FT TALL GRADE AND 7-12" CLEAR TO STEEL TO BOTTOM ANY FACE EXPOSED TO I 1N'_ ^ ROW OF STEEL WEATHER SEE FRAMING PLAN CONC. SLAB PER FINISH PER ELEV. I. : I AND PARTY WALL FOUNDATION PUN CONC. SUB PER ' ,. (4) I14• x 3-IN• E F CURB IS TALLER THAN DETAILS FOR MOR FOUNDATION PUN --- 8" C.M.U. FINISH PER T _ 5"xSIGVB' THICK A36 SUP-R-STID S, CONTRACTOR TO ADD \ INFORMATION FINISH FLOOR EI-EV. 41� I STEEL BASE PLATE 5" FASTENERS W/ MIN. (2) #5 CONT. BARS W/ MIN. - 2' COVER IF FOOTING IS TALLER FINISH FLOOR "� - ,I1-10 EMBEDMENT rri -, THAN 3'0' AOD (2) #5 PENETRATING -EFER TOSECTION AA INTO CONCRETE W - _ 1 -� BARS AT 114 POINTS__OUNDATION PUNRADEPIPE. MAX 4` PENETRATING PIPE SER CONT. CONCRETE SUB PER a ( #5 BMSO ITOPTH....) .. I . FOOTING DEPTr1'4"OUNDATION 2"SCH.40STEELPPEFOUNDATION PLAN iFN MON I FORMATION FILLEDW/2500PSI EXCEEDS 28'. IF #S LOOP TIE (TYP.) S¢ER1/4" DEPTH<26"THESE L- -I z PVC SLEEVE MAX k ". CONCRETE. BOLLARD E70X BARS ARE NOT REDO " Ft z REFER TO _ I rt"fligi DE s"OwAETER PIPE PERPENDICULAR TO TO BE MIN. r !, FOUNDATION PLAN 7 1-3 #3 STIRRUPS 48" FOOTING PER PUN . FOR CONT. -..-.-._ ,- EEL ,O.C. WHEN MONOFOUNDATOJ CONTACT FOR FOR ADDITIONAL fttViEW.37EEL BASEPUTE _� x CLEAN COMPACTED INFORMATION _. FOR PINY PPE INSTALLED PARALLEL TO FOUNDATIONS I '- 4 IF DEPTH <DE H CEBE'THESEDS 26'II g FILL @ 95% STANDARD FOOTING PER PUN * A A (4) i/a• x 3-tN" ,,, -i BARS ARE NOT REGO I-.. " a (SIDE VIEW) DENSITY suP-R-STW _ - PVC SLEEVE - ° 1 CONCRETE SLAB PER AS VN MIN '-1 I I (2) N5 BARS CONT. W/ I= I CLEAN COMPACTED FRONT VIEWLAN 2-t/4'EMBEDMENT 3- COVER TYP. 4' FILL DENSITY STANDARD ( ) MAXMAx B Dw. O �• r o D a sm IN F14\ TYPICAL FOUNDATION PENETRATIONS / 3/4'-1 A' ALL REINFORCEMENT SHALL MAINTAIN 3' CLEAR TO GRADE AND i-12' CLEAR TO ANY FACE EXPOSED TO WEATHER (2)#5 BARS 0TOP WHEN MONO DEPTH , EXCEEOS26'. NOT REOD. IF LESS THAN a > 26`DEEP r- (1) #5 BARS @NOSING CONC. SLAB PER FOUNDATION PUN 1 "I. 11•Mx. Wa #3 STIRRUPS 048" O.C. WHEN MONO - I I GRADE DEPTH EXCEEDS 26'.I 1 IF DEPTH IS LESS _r < i0 THAN 26', STIRRUPS ARENOTREO'D. L��J j I l `�� 4 PIPE PARALLEL TO FIND SEE FRAMING PLAN & PARTY WALL DETAILS SEE FRAMING PLAN & FOR MORE PARTY WALL DETAILS INFORMATION FOR MORE INFORMATION F CURS IS TALLER THAN EXTERIOR WALL &".CONTRACTOR TOADD SHEATHINGPERPLAN. EXTERIOR WALL (2)05 CONT. BARS W/MIN. SEE DETAIL WF70/SD4 SHEATHING PER PLAN. 2"COVER FOR MORE INFORMATION SEE DETAIL WF10/SD4 . • BU. TO FOR MORE INFORMATION / PROVIDE SEALANT NSUUTION '.. BUILDER TO SILL > s CONCRETE SLAB PER FOUNDATION PLAN PROVIDE NSt#ATION CONCRETE SLAB PER , FOUNDATION PLAN - Ii 1 y7. m GR40E � - BOLLARD DETAIL 712' TO CONCRETE CLEAN COMPACTED - IF FOOTING IS TALLER THAN 3'-0•, FILL @ 95% STANDARD (3)#5 CONT. RESAR ON FOOTING IS REQUIRED TO BE 3.0" WADE DENSITY CHAIRS WI MIN. 3- COVER W/ (4) #5 CONT. BARS WY 3^ COVER F1 PARTY WALL FOOTING W/ CURB AF2 DEEP MONOLITHIC FOOTING CONC. SLAB PER 05 CONTINUOUS REBAR FOUNDATION PUN AT NOSE, MAINTAIN MIN 3" CONCRETE COVER VARIES, ... 7-3/4" MAX. yy 4 11 _1 - •" --11 f 1. - _.. c I I i l6. _ I L.... 3 ..,.=.8 1 Ir 1, i I-.: WAS BARS TYP. 1•-e• 8. J' II�T- (3)*5 CONT. REBAR - (-- :: =� - _ 1' W/3'COVER TYP. CLEAN COMPACTED - (J) 05 BARS CONT @ ON CHAIRS W/ MIN. (3) i5 CAN . REBAR _ l H 1 CLEAN COMPACTED FILL 95% STANDARD FILL 95%STANDARD - I II a CLEAN COMPACTED ON CHAIRS W/MIN :-i CLEAN COMPACTED @ TEP SECTION Wl3' 3"COVER 11 '�7"--'- FLLCOS %STANDARD 3-COVER @ DENSITY COVER TYP. t-e' DENSITY 1'6' FILL@95%STANDARD DENSITY F2 DEEP MONOLITHIC FOOTING W! STAIR F3 EXTERIOR PARTY WALL FOOTING AF3�} EXTERIOR PARTY WALL FOOTING Y F4 FOUNDATION GARAGE STEP-DOWN NOT USED 3/4 =1'-0" 3/4"=1'4T 3/4"=1'-0' 3N•=1'4Y 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. 3/4=1'-V � fV �4U7 z Y �_ � / I = f� a• _ 0% O N c i 0 ` —� Z ;o a W O�yF U Q Z8 O F— In Q�sp W J Z C H 1. lay i LU W Q LL. � v N 0C y � � C E 7 W 0 -cc (i M I Z W - _}a}0 I-- F F O - irW R'WO Ti�� • _a z 9TftlICTlBtAt ENG: TH ORAFTMG: -STRIICT: N QC GIEO(: CC A1B 14 STAR-1]146 i Sc4LE: AS INDICATED ~ we OIIQ 2 .T ��1 SHEAR WALL SCHEDULE I EXTERIOR FRAME WALL EXTERIOR FRAME WALL NOTES STANDARD 1ST FLOOR FRAMING SHEAR WALL SHEATHING PALL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT I'I 1 WALL STUDS WTH94 5FT OF _ CORNER ARE CONSIDERED TO NOTES: TAG PANELS SIZE EDGES FIELD TOP PLATE , BOTTOM PLATE VERTICALUI HORIZONTAL 12•SIMPSON 5/8"THREADED 12"J-BOLT SCHEDULE (STARLIGHT) BEWITHINTHE WALL END ONE SEE CHARTS ABOVE FOR 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR TITF1J MD ROD REQUIRED STIR SPACING PER EXTERIOR FINISH MATERIAL. ESWB' &d 6"OC. 17O.C. (2)-ROWS 3'O.C. 3'O.C. MIN. 2z STUD 24" 32' 32' 2, STIR SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE ESW4 PER DETAIL COMMON 4' O.C. 17 O.C. (2)ROWS 3' O.C. 3' O.C. MIN. ZA STUD PER DETAIL 18' 24' 24' EXTERIOR PLASTER FINISH FRAMING PLAN. WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL VW07A ON (0131, x ESW3 W1'10ISD4 2.5.) 3'OC. 12-O.C. (2}ROWS 7'O.C. 3'O.C. MIN.(2}2x OR 4X STUD WFI0ISD4 12• 16, is" WALLHEIGHT INTERIOR ZONE ENOZONE 1 SEE DETAIL YVFi0ISD1 FOR REQUIRED WALL SHEATHING THICKNESS& NAILING PATTERN. NOTES BCONNECTOR LEGEND SHEET _ ESN2 Z'D.C. 170.C- (2)-ROWSWO.C. 2'O.C. MIN.(2)-2x OR 4x STUD NOT ALLOWED 17 12" 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF 2. AT ALL WINDOW/ DOOR OPENINGS 0 IST FLOOR, CONTRACTOR ISW7 12" GYPSUM Sd COOLER-- T O.C. TOT r O C. T O.C. MN. 2x STUD MIN 2x BLOCKING 24" 37 32' 8'4' 2x4 SYPY2 @ TO- D.C. MAX 2z4 SYP Y2 ® 18" O C. MAX NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE TO FOLLOW DETAIL WF09/SD2 Ism 8d 8' O.C. 1Y O.C. 4' O.C. 7/16• STRICTURPI COMA 4' O.C. MIN. 21 STUD 24• 32" 32" T-T 2x4 SYP Y2 IS- O.C. MAX ® 2.4 SYP Y2 12- O c. MAX SHEATHING IS OVERDRIVEN, CONTACT EDR FOR REVIEW OF EXTERIOR STUDS. 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW WSTSISD4 (MA) I"' ISW4 M.O.C. 12" O.C. 4" O.C. t SHFATHNG OR (O.iJt• X P O.C. MIN. 2x STUD PER DETAIL 78' 24' 2C WF10/SDI {. E WALL 5 FRAMED WITH 2X8 STIRS OR LARGER, STUDS ARE TO U.N.O a *� 1l ISW3 23"O.C. 12"OC. 4"O.C. t 5/32" SFEATHMNG a'O.C. MIN. 12}2z OR 4x STUD 1Y 18" 16" 9'<" 2x4SYPY2*12'OC.MAX 2x4 SYP Y2012'D.D. MAX BE MIN, SPF 02 @ IW O.C. MAX U.N.O. ON FRAMING PUNS, 4. E SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) ISW2 4"O.C. d"O.C. MIN. (2}2z OR azSTUD NOT ALLOWED 17 12' 10'-0" 2z/ SW 07 t70.c MAX 2x4 SYP W ®8" O.C. MAX FROM BOTTOM OF FLOOR DOUBLE TOP PUTS OT &• C7 �4' SHEATHED 'U N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESW6. ALL EXTERIOR WALLS, LESS OPENINGS, PRE C SIDERED SHEAR WAILS ERRS. ULTIMATE WIND SPEED: 739 MPH EXPOSURE C REQUIRED HE KI FRAME WALL. INSTALL REOUIRED SHEATHING SPLICE BLOCKING � ��MNN. �� •• 5d COOLER MAL SHALL BE MIN. 01I86S11-SM" LONG & 1564' HEAD. No. 6 TYPE W DRYWALL SCREW (1-IM' LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL EXTERIOR SIDING PER PUN DETAIL WFlOIS04 AT ALL LOCATIONS AS REQUIRED. .' Z �a REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION WALL HEIGHT INTERIOR ZONE END ZONE 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING = 0. I'1 REFER TO QUAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. B REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REWIRED PLAN Is, BUILT UP COLUMNS, CONNECTORS, ENGINEERING '� i • aY. AT 1ST LEVEL SHEAR WALL ONLY, - WHEN (2 W_ STUDS ARE USED. ATTACH STUDS TOGETHER PER WFO8/SO2 8'-0' 2x4 SYP Y2 18' O.C. MAX 2x4 SYP Y2 18' O.C. MAX , f / / / NOTES, SHALL SIPERCEDE ANY INFORMATION SHOWN ON A '� STANDARD DETAIL IF PINY ITEM IS IS QUESTIONS, CONTACT 117E g d�, '$ 1 v = ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. N '=LU • SBS •SHEATHING TO BE APPLIED TO BOTH FACES OF WAI.I. SEGMENT 91-W 2z4 SYP Y2 016. O.C. MAX 2x4 SYP Y2 018' O.C. MAX / /./ Z 0 J i // i / +ry0 j • WALL LEGEND SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS 9'-4" 2x4SVPY2 18"O.c. MAX 2x4SYPY2 16.0,C, MAX / / ® ® ;' BUILDER NOTE: Qy � 314�1'-0' 10'-0" 2x43WY2@iT O.O MAX 2x1 SYP R@12'O.C. MAX ' / / 4► •9'-1'T.O.W. IST FLOOR 1111111111111 INTERDRJEXTERIOR ii E THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS / / / i ,ii i%� MANUFACTURERSLAYOUT " ��//./ I- - �O`\\ 1388-NR 1386-LR 1386-KR 1386J 138&M 1386-AR 1397-M 1386BR 138&O ---STOP--- I BEARING WALL s••• ^'- ANDCALLTHEENGINEEROFRECORD P29 R TO PLACEMENT OF ANY BUILDING KEY Z�z FLOOR TRUSSES NTER64"TK)RJEXTERIDR uw BEARING WALL ` i I 2.4 SYP 92 EXTERIOR FRAME WALL STUDS 0i2"O.C. MAX Z "ALIGN WITH COLVMNABOVE ESVVJ ESVYB ESWB ESWB ESWB O F- C, 1 1 1 C 1 1 1 1 1 O so 1 L-E PLY TO ENT9iE 7 7 D p 7 7 F 0 S2 S2AR WALL OF 1 1 3D4 p 1 SZ JR D UNIT2 E /3 7MR.1 Will Rmt 9 1w Jl IN Mz12 T� p U) W.I. 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NOTE ATTACH BEAM TO � I + NOTE ATTACH BEAM TO j � J J r � ` HEADER AT _ = 1 " HEADER AT --- _ _ _ HEADER AT U _ _ MIN. 3-PLY BUILT LP Z - 1 x MIN. }PLY BUILT UP tt r DOORLOCATION I - DOOR LOCATION 1 — DOOR LOCA710N m V- E COLUMN BETWEEN = ,� E — COLUMN BETWEEN 1 E NOTE' ATTACH BEAM TO -- I DOUBLE TOP PLATE & "�' NOTE: ATTACH BEAM TO I m I DOUBLE TOP PLATE & iE: ATTACH BEAM j �" Z f MIN. 3PLY BUILT UP t I HEADER USING HUC46 p "' .' E MIN. 3-PLY BUILT IP — 1 E `»" p HEADER USING HLIC46 — i / MIN. 3-PLY BUILT UP T I ' �A COLUMN BETWEEN1_ ri COLUMN BETWEEN aA-. COLUMN BETWEEN Oj „ OOI/BLE TOP RATE & :: I ......... : 62z12 E ,. ;. DOUBLE TOP PLATE 8 ( ..,, B2 12 ,,. ... DOUBLE TOP PLATE & O 1 ...., i LLI d. HEADER USING HUGe LANDING C.... HEADER USING HX1C48 LANDING HEADER USING H UC46 FJS D E. !BEAM p E .... BEAM -"'- FJ5 E D 82zt2 E _.,....... ...-. :! :: B2x12 ... 1 ., E B2X12 "._-,. _ I H iQ IIG��1Z ' LANDING ...-� - BW7 LANDING _ Owl •• LANDING I E 11 BEAM I L±Wi _ FJS. 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FJi - a x O C FJ3 is FJ3 I z �' N = 1: in 1 E Wo < C FJ3 ! 1 - FJ3 ^ FJ3 1 o ¢ LLU m 0 s BW2 BV2 > 3 Q Yn 1 1 _ 11 E 81W I HQ $ HQxB H2x8 _H 1 O O F W BVJ2 BM APPLY - APPLYTOENTIRE i I FJ{ 7 12 E 1 FJ4 i h (7 F F FRONT WALL OF Fi2x12 H2x6 I ^ H2x8 H2x6 1 H2z6 h12X8 F END UMR '�_= .'� I FJ4 �__ ,c E 12 7 FJ4 ,c =_= I - r W W z B12 em ¢' J yy FFl BW2 ^ %— ^ ^ FJ4 2 ^ ^ E 12 7 ^ 2 FJ4 1 O _ O fJ) Of F SD5 S05 E"'` 1Ili- FJ4• 1 _ ___ ___ __ FJ4 7 12 E __ ___ _.. _ ___ _ '� FJ4 I ❑ O � H4x12 Rmt /q.5x8.25 BY2 H3.Sz9.25 Rm1 H4x12 1 S2 ^ S2 BV2 x�^ w d R.1 H3.Sx9.25 1 1 tMx12 Rnt H3.5z925 1 D I H3.5x9.25 Rmt H4x12 1 � 5Tf4x:tlXtAl TH 178' (EXTENT OF PORTAL 12'-2 12' (EXTENT OF PORTAL 1 I 17-2 12• (EXTENT OF PORTAL I 17- 19 13 E WALL FRAMING DETAIL) WALL FRAMING -SEE DETAIL) 2 12" (EXTENT OF PORTAL DRAFTING: WALL FRAMING -SEE DETAIL ( ) I 12'-2 t2" (EXTENT OF PORTAI_ ® ESW3 p I 1 WAIL FRAMING -SEE DETAIL) 1 I WALL FRAMING -SEE DETAIL) I ry-STRUCT: JV I I fit/ I I JOB Nw STAR-17148 y p 2z4 SYP Y2 EXTERIOR FRAME WALL SNOS @ 12' O.C. MAX = r SOME: AS INDICATED W � DATE: 0828/2023 1386-NR LOT 47 1386-LR LOT 48 1386-KR LOT 49 1386-J LOT 50 1386-M LOT 51 FIRST FLOOR FRAMING PLAN U NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND .,,A., Srj 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. 1386­NR 1386-tR 1386AR 138&J 1386-M 1386-AR I 1387-M 1386-BR 1 1386­0 BUILDING KEY SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT"" TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL RI HORIZONTAL 12" SIMPSON W THREADED 12' J-BOLT TITEN HD ROD ESWW 8d 6' O C. 12- O.C. (2)ROWS r O.C. 3" O C. MIN 2. STUD 24' 1. 32' ESW4 PER DETAIL COMMON 470,C, 1270,C (2)-ROWS 3"O.C. 3"O.C. MIN. 2x STUD PER DETAIL 16" 24' 24" ESW3 WF10BD4 (0.131"x 2.7) 3"OC, 12- O.C, 2)-ROWSr D.C. 3"O.C. MIN,(2}2z OR 4x STUD 10/ 12, IS" Is- ESW2 2'0C. 12- D.C. QiROWS 3.O.C. 2'OC. MIN,(2).2x OR 4x STUD NOTALLOWED 12" 12" ISW7 1/2"GYPSUM 5d COOLER" rO.C. 7"O.C. 7. O.C. 7-O.C. MIN. 2. STUD MIN, 2x BLOCKING 24" 32' 32' ISw'8 ad S O.C. 12' O.C. 4" O,C. 4" O.C. MIN. 2x STUD 24' 32" 32' ISW4 7AWSTRUCTIRAL COMMON 4.O.C. 12'O.C. 4'O.C. PO.C. MIN. 2x STlJD PER DETAIL 18' 24' 24' ISVY3 1 SHEATHING OR 15I32' SHEATHING (0537"z 2.5") 3"O,C. 72"O.C. 4"O.C. 4"OE MIN. 2)-2x OR 4x STUD WFIOIS04 12" 11i" 16' "5d COOLER NAIL SHALL BE MIN. 0.086.1-SIB" LONG & 1544' HEAD. No. 6 TYPE'W' DRYWALL SCREW (1-114" LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION 1'I REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SKEET FOR ANCHOR SOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REWIRED AT IST LEVEL SHEAR WALL ONLY. PI WHEN (2)2x. STUDS ARE USED, ATTACH STUDS TOGETHER PER VWOBIS02 SSS • SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS 314'=1'-0" STANDARD IST FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET 2, AT ALL WINDOW I DOOR OPENINGS 0 IST FLOOR. CONTRACTOR TO FOLLOW DETAIL WFG9ISD2 3 AT ALL CORNERS. CONTRACTOR TO FOLLOW W509fSD4 (A -A) U.N.O. 4, IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM CF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL. INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10(SO4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN ANDIOR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES. SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL IF ANY ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 8'-0' 214 SYP #20 IS" O.C. MAX 2x4 SYP #20Is- O.C. MAX T-V 2x4 SYP #2 0 16' D.C. MAX 2x4 SYP 02012' D.C. MAX 2.4 SYP #201Z"O.C. MAX 2z4 SYP 020 IT O.C. MAX 1(Y4T 2x4 SYP #1 ® 12- O.C. MAX 2.4 SYP 01 ® 8- O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 8'-0" 2" SYP #20 IS" O.0 MAX 2x4 SYP 02@IS' O.C. MAX 9'-0" 2x1 SYP #20 is' O.C. MAX 2.4 SYP 0201E O.C. MAX 2x4 SYP #2 @ Vr O.C. MAX 2x4 SYP 02 ® Is- O.C. IT-V 2X4SYP#2*12-QC.MAX 2x4 SYP #2@12"O.C. MAC EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. FRAMING PLAN. 3, SEE DETAIL WFIOISD4 FOR REQURED 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. F MORE THAN 20% OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER. STUDS ARE TO BE MIN. SPF 92 Q IS' O C. MAX U.NO. ON FRAMING PLANS. WALL LEGEND ® =9'-1-T.O.W. IST FLOOR INTERIORIEXTERIOR BEARING WALL - 8'-1' T.O.W. 2ND FLOOR INTERIORIEXTERIOR BEARING WALL ALIGN WITH COLUMN ABOVE BUILDER NOTE: If THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES Z T H z H "s W Z 6TRDCTUNAL ENO', TH DRAFTING: -STRl1CT. JV GCCHECKCC IDB No. STAR-17148 i SCALE: AS INDICATED w DATE-. 08QWW3 1386-AR LOT 52 1386-M LOT 53 1386-BR LOT 54 1386-0 LOT 55 FIRST FLOOR FRAMING PLAN N NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1)6'_1'-0" S'rj, 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. ~ HEADER SCHEDULE TAG HEADER FASTENERS (2)2x5 #2 SYP ATTACH KING STUD TO HEADER W HN6 W/ OPT. }' FLITCH PLATE is) 0.162' x 312' NAILS CZ2.4 02 SYP ATTACH KING STUD TO HEADER W H2X8 W/OPT. }" FUTCH PLATE (8) oI62' x 3-rr7' NAILS (2)2z10 #2 BYP ATTACH KING STUD TO HEADER W M2z10 W OPT. }' FLITCH PLATE (10) OAar x 31/7 NAILS (2)2x12 22 SYP ATTACH KING STUD TO HEADER W H2x12 W/ OPT. }" FLITCH PLATE (10) o.162"x 3-12" NAILS (3)2Xi2$2 SYP ATTACH KING STUD TO HEADERW H302 W/ OFT. } FUTCH PLATES (10) 0.18Y .3-Ur NAILS H3.5x5,5 (2)1.7Sz5.5" LVL ATTACH KING STUD TO HEADER W (B B162"x3-Irr NAILS H31x7.25 LVL ATTACH KING STUD TO HEADERW (2)1.75"x726' (8)oI62'z3-1(I NAILS M.5X9.25 (2)1.75-.925- LVL ATTACH KING STUD TO HEADER W (1o)oI6Yx3-I2" NAILS H&25x1125 (3)/.75k11.25" LVL ATTACH KING STUD TO HEADER W (12) 0.18Y x 312' NAILS H4x6 35'x5.5" AFP 1,6E SHORT SPAN ATTACH KING STUD TO HEADER W HEADER (6) D.I62" x 3-12" NAILS H4X8 3.V.72SAFP1AESHOTRTSPAN ATTACH KING STUD TO FEADERW HEADER (8) 0A62' x 3-10 NAILS H400 3.5,W.S' AFP 1,6E SHORT SPAN ATTACH KING STUD TO HEADER W HEADER (10) 0.16Z x 3-12" NAILS Hdz12 3.Sx/ 12V AFP t 6E SHORT SPAN ATTACH KING STUD TO HEADER W HEADER (12)DA62'x3r/2" NAILS P-HDR SEE DETAIL H0I4 THIS PAGE END VERTICAL TO KING STUD W/(8) 0.13141" NAILS HEADER SUPPORT SCHEDULE OPENING SIZE JACKS C EA. EN' • V•, -•� -KING$ a EA. END V-V TO T-11" 1 1 4'-0" TO T-11' 2 2 8'-V TO 94 t' 2 3 I 10'4Y TO 12'-0' 3 4 2 STANDARD HEADER NOTES 3 1. VERIFY 4PLAN FOR CORRECT LENGTH OF HEADER READ. SIZE INDICATED ON PLAN IS 4 MINIMUM RECTO, PER LOCATION. LARGER HEADER MAY BE INSTALLED W/ OUT APPROVAL 5 FROM E.O.R 2. ALL HEADER JACKSMNGS TO MATCH WALL LUMBER GRADE U.N O.ON PUN. 7 ATTACH STUDS TOGETHER FOLLOWING DTL. WFOSISD2. 3, NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 0.148"c3' NAILS a /Y O.C. ONE SIDE. MIN_ Y FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 9 4, NAIL KING STUDS TO HEADER W(3) 0.148"X3" TOE -HAILS PER SIDE IN ADDITION TO NAILING i PER HEADER SCFEOULE. 1 5. IF MORE THAN IT )KING IS REOV. AS PER HEADER SUPPORT TABLE. GC TO INSTALL REDID. NAILS FROM IM KING INTO HEADER THEN ATTACH ADDTTL KING PER DTL. W PWSO2. OTHERWISE, CONTACT EAR FOR REDID. WOOD SCREWS. i 6. IF HEADER IS HOT SPECIFIED CONTACT EO.R 1 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09lS02 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 9. AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = IBOOOoo pN, FB =ISM Psi, FV = 175 Pat FC-PERP =650 GIN. 10. INHERE SYP #2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.8E SHO2TSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION DUL1 SCHEE ON SHEET WPi. 11. AFP I.BE SHORTSPAN HEADERS MAY NOT BE USED WHERE SULT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. TROT HD: MIN, 12' SIMPSON TITENND SCREW ANCHOR INSTMLE.0 MAX. 24' CC. W MIN. 7' EMBEDMENT INTO FOUNDATION. MAINTAIN A MIN. 2-1/4" EDGE DISTANCE FROM THE CONCRETE OR MASONRY FACE. INSTALLERS: REFER TO MANUFACTURERS WRITTEN INSTALLATION SPECIFICATIONS ASREQUIRED. THREADED "0 WTEPDXY ANDMOP: 2-1/4' DRILL B EPDXY: MIN. 518" THREADED ROD, ASTM F1554 GRADE 36, Fp36ksi, Fu=58ksl, INSTALLED ® MAX. 32' O.C. W MIN. T EMBEDMENT INTO FOUNDATION U1SNG SMPSON SET-XP EPDXY OR EQtAI MAINTAIN A MIN. RAW EDGE DISTANCE FROM THE CONCRETE OR MASONRY FADE MN. 1 A 07 OLT INSTALLED @ MAX 370.C. MIN' ASTM A307 OR BETTER MIN. T I-I2 EMBEDMNT. MAINTAIN A MIN. 2-1/4'EDGE LEG DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEG OF J-BOLT SHALL BE A MIN. 1-72' AS MEASURED FROM SHAFT FACE TO END OF LEG AS SHOWN THIS SCHEDULE 7 STANDARD BASE PLATE CONNECTOR SCHEDULE 1/4 =1'4r BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION a FASTENERS UPLIFT CAP. ENTER I SIDE BLOCKING TOP BOTTOM SPACING SPECIES (PLF) awl 18" SYP#2 (3) 0.148" x 3.1/4' (3) 0.14C x 3-1hr NO UPLIFT MID -SPAN TOENAILS TOE -NABS BW2 IV SYP#2 (1)SDMI5600 (1)SDWC15450 270 PLF MID -SPAN IS' SYP#2 (1)SDWC15600 (1)SDWC15450 270 PLF WPM ® tY SYP#2 (3) 0. 148" x 3-U4' (3) 0.148" x 3-IW NO UPLIFT MID -SPAN TOE -NAILS ® IY SYP#2 (1)SDWC 15600 (i)SDWC15450 360 PLF MID -SPAN ® /2- SYP#2 (1)SDWC756C0 (1)SOWC15450 360 PLF 113 PT. ® IV SYP#2 (1)SOYCI5600 (2)SDWC15450 440 PLF MD -SPAN riW 1S" SYFN2 (1)SOVOC15600 (2)SUWC15450 440 PUF 1/3 PT. ® I SYP#2 (1) SDW:15600 (2) SDWC15450 590 PLF MD -SPAN EWI 12- SYP#2 (1)SDWC 15600 (2)SDAC75450 590 PLF 1/3 PT. BW7 Is' SYP#2 (2)SDMI58M (3)SOWC15450 776 PLF MID -SPAN BWt ® STANDARD BEARING WALL W/STRAPS NOTES VERIFY WIPLAN FOR WALL SIZE. ASSUME 214 STUDS U.N.O. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE N (3) 0.131" x 3" TOENAILS. ALL LOAD BEARING WALLS SHALL HAVE SYP#2 DOUBLE TOP PLATES & BOTTOM PLATE. CONNECTORS ARE TO BE INSTALLED R EA STUD. REFER TO DETAIL 12 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS IF BEARING WALL IS NOT CALLED OUR CONTACT E.O.R IF "BW CALLED OUT ON 2 d FLR. 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 VVF07A ON THIS SHEET. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE READ. IF BRG. WALL IS INDICATED "NO UPUFT". THESE WALLS ME ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TOE-NAILEDIEND NAILED TO THE PLATES & THE 2. P.T. BASE PLATE CAN BE ATTACHED WHW RD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03(SDI U.N.O. ON PLAN. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. COLUMNS WITHIN BEARING WALLS wDPUFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOPIBOTTOM AND HAVE AN ANCHOR (AS DEFINED BY DETAIL WF07A THIS SHEET) WITHIN V FROM THE COLUMN. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. . AT NON43EARING WALL LOCATIONS N4 SPF#2 STUDS 0 24' o.c. MAX ARE ADEQUATE. AT NON-BEANG HEADERS USE RRX4 FLAT v43p 131'X3' TOE -NAILS EA. SIDE AND CRIPPLES AT 24'o c AT 25TORY ORIPEN AREAS INSTALL NON -BEARING WALL STUDS®1Vh A SINGLE BASE PLATE(P.T. IF AGAINST CDNCRETE)AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1}" GAP FROM TRUSS TO TOP PLATE AHD ATTACH USING EITHER (2) 0.131"X3" TOENAILS OR SBAPSON OTC CUP. ATTACH BASE PLATE WETTHER GUN NAILS 037o.c. OR (2) 0148Y3-1µ" NAILS TO EACH FLOOR TRUSS. . IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE ABOVE BEARING WOOD WALL SCHEDULE. NO SP45 ARE REQUIRED. INDICATED ON THE STRUCTURAL PLANS "BASE NNEGTOR- m SIMPSON TREN-HD. 12' THREADED ROD, D I2- J-BOLT, MAY BE INSTALLED AND OR SUBSTITUTED THE CONTRACTOR WTHOUT ADDITIONAL REVIEW LLOWING THE INSTALLATION INFORMATION PROVIDED ON SE CONNECTORS' SHALL BE SPACED AS INDICATED HEDUJLE, a' FROM ENDS OF WALL FRAMING, AND W EACH SIDE OF BOTTOM PLATE SPLICES, U.N O. t. AT INTERIOR FRAM WALLS: SIMPSON SP OR BPS12 SQ. WASHER OR EQUAL (2-x?"161. 2. AT EXTERIOR SHEATHED FRAM WALLS USE SIMPSON SP OR BPS&B-3 SO, WASHER OR EQUAL W.3"x0.2M'). 3. WHEN USING WASHERS WITH SLOTTED HOLES, A STANDARD OJT WASHER IS REWIRED BETWEEN NUT AND THE PLATE WASHER. 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER SHALL EXTEND TO WITHIN 1r' OF THE EDGE OF THE BOT70M PLATE ON THE SHEATHED SIDE. ER SHALL USE AN APPROPRIATELY S12ED HEX NUT HING THE DIAMETER OF THE ANCHOR. VERIFY ALL TO BE INSTALLED SNUG-TDHT PLUS 2as OF A TUN. BREAK SHEATHING AT KING - NAIL ENDVERTICALSTO TO JACK STUD TRANSITION KING STUD PER HEADER SCHEDULE. A- FASTEN SHEATHING TO------- CONT. PLATES W 0131x 2-12' NAILS R 3- O.C. WALL SN J a.THRNG. TFRCKNESS ANOTYPE PER PLAN VERTICAL BLOCKING 01S- O.C. ABOVE OPENING AND _ AT EA. END OF HEADER SEE HEADER SUPPORT---- A FASTEN SHEATHINGW W1.1 TO SCHEDULE FOR CONT. PLATES 0.131x 2-12' REW RED KING STUDS NAILS 0 3- O.C. 4'-0' MAX CLEAR SPAN SEE HEADER SUPPORT SCHEDULE FOR REWIRED JACK STUDS HDi4 BUILT-UP PANEL HEADER DETAIL M" = V-0' CONT. DOUBLE TOP PLATE ATOPENNG, NO BREAKS PERMITTED AT OPENING I �CONTINU OUS DOUIBLE BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION A -A COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE 0 A (2)2X_SPFN2SUILTUPSTUDCOLUMN(ST(DSIZETO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) TAG SIMPSON CONNECTOR NOTES TYPE VALUES SPF(Ib) VALUES SYP(lb) TAG BEAM SIZE CONNECTIONS B (3) 2x_SPF #2 BUILT UP STUD COLUMN(STUD SIZETO ❑ (1} SOM15600 SCREW REFER TO DETAILS 1. IA, AND tE FRAME TO 485 815 TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) 2 ON SHEET SOWC FOR INSTALLATION REQUIREMENTS FRAME 82X6 (2 SYP WITH 12" FUTCH TO BEAM: SIMP. KUJ46OR HLC46 W (12)-oI62'x $? NAILS & (8}0./48"x 3' NAILS. (21651 UPLIFT=1135) TO MASONRY: SIMP.HU46 OR HUC48 w/(8}IWx 2-314 Y C 1412,_ SPF N2 BUILT UP STUD COLUMN(STID SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) El R} SDWC15600 SCREW, REFER TO DETAIL 5 ON SHEET SCWC FOR INSTALLATION REQUIREMENTS TD FRAM TO FRAM (i)PLY 1045 (2)PLY 940 (1)PLY 1195 (2)PLY 1075 PLATE TAPCONS & (4)-0.148" x 3'. (U-M R-20(0) ON MASONRY: MSTAM24 W(9)-O.148' x 3 NAILS & U D 1212, SYP 41 BUILT UP STUD COLIJMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) (5)­1M"z2-1/4' TAPCONS (UPLIFT - 1375) w Z Q (I )PLY TRUSS HIDA MIT S}0.14W x 1-172' NAILS OR (2)PLY TRUSS HIOA-2 W/(18}0.UW % 1-I2" NAILS FRAME TO FRAM HIOA IO15 HIOA4930 HIDA 1105 H10A-2 1080 E ('J) 2x_ SYP k BUILT UP STUD COLUMN(STUD SIZE TO TO POST: SIP. HTS200R LSTAi0 (UPLIFT=I235) � KTS20 W/(16} 0.14W x 1-12" NAILS (2#HTS20 W/(18}0.148" x 1-/2" NAILS EACH FRAME EEO FRAME TO 1215 2430 1445 2890 MATCH WALL 312E SPECIFIED ON THE FRAMING PLAN) 82x8 (2)2K8 02 SYP NTH 112' FUTCH TO BEAM SIMP.HW8 *141-0./62"x 3] NAILS & (8}0./48'k 3" NAILS. (2530NPUFT=i 135) TO MASONRY: SIMP. HWB OR HUC41 wASYO,148N 3^ w F 14) 21_ SYP #2 BUILT UP STUD COLUMN(STUD SIZE TO El MATCH WALL SIZE SPECIFIEDON THE FRAMING PN) FRAM PLATE NAILS &(10}}k 2} TAPCONS. R50DAIPLIFT=1135 (5}}' X 2k TAPCONS (UPLIFT - 1375) ON MASONRY: MSTAM24 W(9}0.148" x 3' NAILS & 0; `- ``�",""' G 4- SYP #2 POST ❑6 UNRIO)-0.131' X 1-10 FRAME TO FRAME ME yip 825 ` A) V 0 DTT2 W/(8} 1f4' z 2-72' SOS CREWS 8 12' EPDXY COTO LIPLIFT=1235 TO POST: SIMP. HTS20OR LSTAIB( ) • •••• N W J 4x8 SYP M2 PoSt {, 5 ANCHOR OAl1IFTG 1885 t685 TO BEAM:HWiOw/(t8}0.182k 3}NAILSB • •O• • �T J Bx8 SYP n POST (2). CSHP18 OR (2), CS20 COILS STRAPS COLUMN TO HEADER, BEAM. OR COLUMN BELOW. MIN. 9" END ❑8 LENGTHS OP & SOTTOM W/ 1{ 131" x 2-12' NAILS 8 COLUMN TO (T ) ( )-0' 2060 2050 (10)-0.148S1 3' NAILS. (3250DPLIFT-1795) f2 W 0 *2 SYP TO MASONRY: $IMP. HL410 OR HUC410 W 82zt0 NTH 12' FUTCH TAPCCNS. " - • • • 0 R N Q z' t� V FRAME EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR PLATE (t0)/T.148N3NNLSB(14}}'x2t ! • SYSTEM AS REQUIRED. ON MASONRY:SSTAM24 w/(9}0.148' x 3" NAILS & ZkH Q (�!2�E5 O • �' I. J tO t0 SYP#2 POST (PT F USED IN AN EXTERIOR APPLICATION (5}}"X2}'TAPCONS (IALIFT: 7375) # C � _ • C3/P780R CS20 COLS STRAPSCOLUMNTO HEADER, TO POST: SIMP. HTS20OR LSTA78 (UPLIFT=1235 - ^(' O • L j 4x4 SYP N2 POST (PT IF USED IN AN EXTERIOR APPLICATION) PM. OR COLUMN BELOW. MIN. T END LENGTHS (T COLUMN TO a g07TOM) N (14}0.13/"x 2-12" NAILS. PROVIDE SOLI FRAME 103o Io3o TO BEAM: H(M10 w/(18)-0.1625( 3}' NAILS d - ` Q / tv LL • • BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. (10}0.148"x 3'NAILS.(325GDPLIFr-1795) R W 12 N2 SYP MAUµH TO MASONRY $IMP. H10 OR UC410 W jQ Q c�i 6x6 SYP 42 POST (PT IF USED IN AN EXTERIOR APPLICATION) J 2} 6" SUPSON SOM15M SCREWS TOP & BOTTOM 82xt2 WITH PLA ELATION ( w_ 48'x 3' NAILS & (14)-t X 2}' TAPC Co v O JAMSSTUD COLUMNS. TOE-SCREWTO HEADER AND FRAME TO 1 O 595 865 (3500M1NUFT=18W) ON MASONRY: MSTAM24 w/(9}0.148" x 3" NAILS & • • 8 J 8x8 SYP N2 POST (PT IF USED IN AN EXTERIOR APPLICATION) BOTTOM PLATE THROUGH W DE FACE OF COLUMN PER FRAME DETAIL. I2/SDWC (5} }' x 2r TAPCONS (UPLIFT = 1375) • • • • \\ TO POST: �\ 3,1-1- ENGINEERED LUMBER COLUMN. PER P STRUCTURAL COVER SHEET HTT5KT COLUMN TO FOUNDATION W(26}#10 z2-12' D SCREWS. 5W ALL THREAD ROD TO CONCRETE WITH SOUP. HTS20 OR LSTA18 (l1PUJFT= TO BEAM;14n SETTO EPDXY. U.N.O. ON PLANS MIN. 8' COLUMN TO t t 4 ❑ 5 5 NAILS. (3250 JPNAIL (70)-0.748'1 3' NAILS. (3250UPLIFT=1795) (2)1 15NI i 25" TO MASONRY: SUP. HUµ10 OR NJC410 W O w ' 3-1-1-1 .1-1M ENGINEERED LUMBER COLUMN. PER O STRUCTURAL COVER SHEET EMBEDMENT TO CONCREfE FOOTING, MEASURED EMPSONBEDMENT FOOTING 835z/1.25 (t0yJ.148'k 7 NAILS d (14}}' X 2}' TAPCONS, LW- BELOW CONCRETE CURBS, W 2-1W MIN. EDGE w w (3500PPLIFT-1800) x 3-1--ENGINE RECLUMBER COLUMN. PER STRUCTURAL R COVER SHEET DISTANCE L.I. W(/4)0.148-K2-12" NAILS (CENTER STRAP ON HEADER TO 12 ON MASONRY; MSTAM24 wA9}0.148' x 3" NAILS & (5} }' X 2)' TAPCONS (UPLIFT = 7375) 00 SAID) STUDS 1115 1235 TO POST: SIMP. HTS200R LSTA78 (lX'UFT=7235) N U ZO SS 3-12"x9-i/Y ENpNEE1ED DUMBER COLUMN. PER STRUCTURAL COVER SHEET 13 (2)LSTAtB WKi4} EACH (CENTER HEADER TO 2230 2470 TO BEAM:HW10 w/(18)A.182"z 3}"NWLS& ,A Z STRAz ONSNAILS STRAP ON SAID) STUDS (10}O.t48'x 3'NAILS. (3250NPLIFT=1795) p i O S1-114' ENGINEERED UMBER COLUMN. PER (1).A34 ANGLE W/(8} D13P x t-12" NAILS @ IV O,C. FRAM TO 14 MAX 8 V FROM EX ENO, PROVIDE WEB FILLERS AS 300 PLF 348 PLF 3.Sx1 i.815 (2)i iSx11 875' TO MASONRY: SIP. H W 10 OR HNG70 W LVL (10).0.14VX Y NAILS & (14)-k x 2}° TAPCONS O n � � STRUCTURAL COVER SHEET REQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) (UTERI-) (3500/UPLIFT=7800) V SI- ENGINEERED LW BER COLUMN. PER STRUCTURAL ❑ HGA10 W/ (4)IW x 1-12' SDS SCREWS & (4pw x 3' SDS FRAME TO t5 840 1165 ON MASONRY: MSTAM24 w/(9)0.148' x 3" NAILS & U COVER SHEET SCREWS FRAM (LATERAL) (LATERAL) I (5}}' x 2t TAPCONS (UPLIFT =7375) C"XP ENGINEERED LUMBER COLUMN. PER STRUCTURAL 7COVER 18 MSTC28 WN(28}0.148" x 31N" NAILS CENTERED STUDS TO 2325 2690 ( t L = a TO BEAM; SIMP. FR1410 wl(18}O.I62"x 3}" & w .t U QW SHEET BEAMICT MSTC40 N (24}0.148' X 341,C NAILS CENTERED W STUDS TO (VIA 148' x 3' NAILS. (3250ARLJFT=1795) TO MASONRY. SIP. HL1410 OR HUG70 W O 2 Y) }/2' x11-7A' ENGINEERED LUMBER COLUMN. PER 17 8 ❑ 21-t/4"CLEAR SPAN 8 9 END LENGTH$ STUDS 1993 2306 w T, STRUCTURAL COVERENGINEERED ( ) (14 }HUCA APCONS. B35x 18 (2) 1.75"XIW LVL 10 -0.148' z W NAILS 8 } - a Oo '1 HUG410 CONCEALED FLANGE HANGER WI (12) 0.182" X FRAM TO 18 3-72' NAILS & (B) o14S' x 3' NAILS FRAM U = 98t U = 1077 R R (3500DPLIFT=18M) ON MASONRY: (2) MSTAW4 %*9)-0./4Vx W NAILS & O 2 1-14417 ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET COLUMN TO 19 HTT4 W(IB)O.t82' x 2-1/Y NA&SWIS+B" EPDXY ANCHOR 4, 7 FIG. - 1866 = 21. SYP: 4325 3840 PSULVL3812 (5}}' X 27j TAPCONS EACH STRAP (UPUFT�75D) 'NAIL BEAM TOGETHER USING (4) ROWS OF 0.148" x O O a LU W STANDARD COLUMN NOTES 3 NAILS 6"O.C. EACHSDE 'z 1, MAIL ALL BUILT-UP STUDS PER DTL. WFOWSD2. CONNECTOR NOTES 1. UNLESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL STRUCTURAL MEMBERS: TO POST: RI SIP. HTS20 OR LSTA78 (UPLIF7=2470) r u 2. ALL POSTI LVL COLUMNS IN EXTERIOR CONDITION SHOULD A. TRUSS OR BEAM TO MASONRY(PERPENDICULAR CONDITION) ON MASONRY: (2) MSTAM24 wl(9}0.14WX Y NAILS & BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS R SPFISYP NOTAPPLICABLE 85.25x16 (3)1.75NIWLVL (5)_ r x 2}" TAPCONS EACH STRM(LIP FT=2750) 'U N.O. NAIL BEAM TOGETHER USING (4) ROWS OF O O Z SOLID POSTS. AT EXTERIOR CONDITIONS & FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION), WITH A MINIMUM EDGE DISTANCE OF 3' NOTAPPLICABLE 0.148'x 3}"NAILS 6'O.C. EACH SIDE ZG o 4A: ABU44Z W(12)0 I6Yx 3?NAILS &}" EPDXY ANCHOR WHIN. T EMBEDMENT C. FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDITION), VATS NIOT APPLK,ABLE A81J66Z W(12)(Li6Yx 3 ' NAILS B 'EPDXY ANCHOR wMNN. MINIMUM EDGE DISTANCEOF 1-1/2" TO POST: (2) SIP. HTS20 OR LSTA78 PLIFT=2470 8' ) w V F r E 7' EMBEDMENT D. ALL ROOF TRU55/PURUN/RAFFER TO FAME (PERPENDICULAR CONNECTION) a / � � O / EA ON MASONRY: (2) MSTAM24 wA9}U.148'k 3" NAILS & ¢ p a W ? 7� US: ASU88Z W(18p.16Yx 3? NAILS& l2A" EPDXY ANCHORS w/ MIN. r EMBEDMENT E. HIP JACKS LESS THAN 7'-0'tONG,ANO CORNER JACKS, TO FRAME. MAXIMUM UPUFf OF 535 Q / EA OR O / EA. L85. 83.5x20 (2)1.75"x20"LVL (5}}"x 2}" TAPCONS EACH STRAP(UPLIFT=2750) U.N.O. NAIL BEAM TOGETHER USING H) ROWS it 02 uj a j z Z z O � 7' 10x10 ABU1010Z W(22) 0.162-x 3}" NAILS & (2* EPDXY ANCHORS WMIN. 7"EMBEDMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. D14(rN 3}' NAILS R S O C. EACH SIDE j O F 4. POSTILVL INSTALLED WTHINBRG.WALLTOSEWTHINTOP ��WL� AND BASE PLATES U.N.O.ON PUNS. G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)-0.131" STANDARD BEAM NOTES �� y U LJ 5. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER x 3" TOE -NAILS. 2. IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3)-0.131' %3" TOE -NAILS. 1, NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROM OF 0.148' X 3}' NAILS 0 w O i W N ALL HEADER SUPPORTS/COLUMNS. 3. STRAP MAY INSTALLED OVER MAXIMUM 3 3 ' SHEATHING, I.L.O.E1 / 2 "NAILS "NAILS. 1Yo. MP. ONE SIDE) USE 3 ROWS WHEN 2xI0 OR LARGER, MIN. YFROM a 1- h 0�5( W J =� 40 SEE 6S STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER SPECIFICATIONS. LOUT UNDER HEADER REFERS TO THE NUMBER COLUMNJACK G, USE 2- i- 1/2 1/2 4. PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMPSON SPECIFICATIONS. HEX N MALL Q Q NS U75 S BE WRENCH TIGHT � 1 TURN. G U D TT M. NAI AL TOP AN 80 OM OF BEAM. L L LVL BEAMS TOGETHER USING 3 ROM () OF X 3}' NAILS O 8"o c (TVA. ONE SIDE) MN. Y FROM TOP AND BOTTOM > O P ZZ W W V J O g'o V I 5. 1/2' ALL THREAD ROD M MASONRY OR CONCRETE WITH SIMPSON SET-%P EPDXY. MIN. 7' EMBEDMENT TO GROUTED CMU D STUD CIF JACK STUDS REQUIRED. O OF BEAM BEAM O LI J W H 4S } 3 3 WALLA/2-1/4"MIN, EDGE DISTANCE. MIN. 7" CONCRETE FOOTING W/2-1/4"MIN. EDGE DISTANCE. 0 1 ~ Z 6. 5/8'AIUTHREAD ROD TO MASONRY WITH SIMPSON SET-%P EPDXY. MIN. 15'EMBEDMENT TO GRWTEDCMU CORE 2. VERIFY wMLAN CORRECT LENGTH OF BEAM REDD. (MIN. 2- BRG. EA. END OR O�mF O �O CONTAINING AT LEAST (1) VERTICAL #4 OR #5 BAR. MAINTAIN 2-1/4' MIN. EDGE DISTANCE. IF THREADED ROD CAN BE MIN. T BRIG. ON MASONRY) w LL Z CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO W. 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. F w W Z a:7. S/8"ALLTNREADROD TO CONCRETE WITH SIMPSON SET-3G EPDXY.U.N.O. ON PIANO MIN.7°EMBEDMfNTTO CONCRETE � L CO FOOTING W/ 2-1/4- MIN, EDGE DISTANCE. FULL CAPACITY A041EVED WITH 12' END DISTANCE FROM EXTERIOR CORNERS 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WRHIOUT MINIMUM DISTANCE FROM CORNERS 15 2-1/4- WITH ACAPACITY O 2650 LBS, WRITTEN APPROVAL FROM THE E.O.R. & REFER TO SIMPSON LITERATURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN& END LENGTH MEASUREMENTS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS O i B. SIMPSON HFS20 MAY BE SUBSTITUTED NTH SIMPSON HTS20-REV m o w & C dl _ O ow 7 C a� O� 3 Z 0 0 W m 0 0usz S W Z - 0 o O a aH S Y (JL'-� - U J XLLI Z oZO p o ~a}y} of to 47M F • �55a 5 w 55 p 0 STRUCTURAL ENO: TH DMFTBJG� � i C j 3 -STRUCT; N u C W CHECK' CC o Q w JOB Nn STM-17118 NOTES & <_ SGE AS INDICATED DATE'. 06282023 2 J CONNECTOR LEGEND �o S5.2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES. LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. EX I ERIUR I-RAML WALL EXTERIOR FRAME WALL NOTES i. BE NLLATHIN THETUDS W WALL F-HTD ONE CORNERro CE C 1ARTARE SA CONSIDERED REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE SFRAMING EE DETAIL 3 SEE DETAIL WFi0/SD4 FOR REQUIRED WAIL SHEATHING WF 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 2,0 SIDS OR LARGER. STUDS ARE TO BE MIN. SPF 42 0 Is- O.C. MAX U.N.O.ON FRAMING PLANS ! / i 138644R 13864R 13S6KR 13WJ 138r M 1316-AR 138T-M 138843R 138843 BUILDING KEY SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE ENDZONE al-W 2.4 SYP 42 Q 16" O.C. MAX 2x4 SYP 42 ® IV O.C. MAX 9'4Y 2x4 SYP 42 Q 16' O.C. MAX 20 SYP 42 Q 12" O.C. MAX 914" 2X4 SYP 42 @ 12" O.C. MAX 2x4 SYP 42 C 12" O.C. MAX 104P 2x4 SYP 41 0 12" O.C. MAX 2x4 SYP 41 @ 8" O.C. MAX ULTIMATE WIND SPEED. 139 MPH EXPOSURE: C EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 8'-0" 2x4 SYP 42 @ Is- O.C. MAX 2x4 SYP 42 @ 16- O.C. MAX W-T 2x4 SYP 42 ® 16. O C. MAX 2.4 SYP 42 ® 16" O.C. MAX 914" 2x4 SYP 42®Is- O.C. MAX 2.4 SYP 42®Is- O.C. MAX 10'-0' 2x4 SYP 42012"O.C. MAX 2x4 SYP 42012- O.C. MAX STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2, AT ALL WINDOW / DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: 2STORY FRAMING - WS02ISM OPENING SITTING ON WOOD BEAM - WS46FSD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD4 UNO. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLD PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10/SD4 AT ALL LOCATIONS AS REQUIRED. 6, ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SWILL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION, 1386-NR LOT 47 1386-LR LOT 48 1386-KR LOT 49 1386-J LOT 50 1386-M LOT 51 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND = 9--1" T.O.W. ,ST FLOOR INTERIOR/EXTERIOR BEARING WALL - B-1"T.O. W. 2NO FLOOR INTERIOR/EXTERIOR BEARING WALL 7�" = 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 ,�•�'' U2 V• �s 0 0 Q� o� 0 h z >,Q 00� � a �z� o 0 a LU x N W N a_ U Z W a Z X W Z a a U H 100 w 00 00 o � m of N � O W O J H o H m Lu T > W x 2 S w F- V Z 0 U pC W S H � 2 a N 0 a z 0 3 F 0 z F m o I.-C-) 3�w O a 7 w a 0 p a STF m .— z 0c J y a_rsc pAT ROOF FRAMING PLAN EM TH nj ar U Z V Y �; C 7 O E 10 • -STRIICT: JV Q EIX: cc JOB Hw STAR-1 T148 AS INDICATED S5.3 c COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1386-NR I1386-LR 1366-J 1138&M 11386AR 11387W 11386-SR 1 13860 �I111 111M1/! VN 1386-AR LOT 52 1386-M LOT 53 1386-BR LOT 54 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1386-0 LOT 55 SCHEDULE (STARLIGHT) 2 O EXTERIOR PLASTER FINISH U WALL HEIGHT INTERIOR ZONE END ZONE F-W 2" SYP #20 IS-O.C. MAX 2.4 SYP #20Is- O.C. MAX L' c 9'-o" 2.4 SYP #2®Is- O.C. MAX 2.4 SYP #2@12"O.C. MAX w 9•<• zx4SYP az®1ro.cMAX 2x4sw#20170.c.MAX Z i 104r 2x4 SYP #1 @ 12" O.C. MAX 2x4 SYP #1 Q 8" O.C. MAX EXTERIOR SIDING J 4D@ l� / �, 2 WALLHEIG14T INTERIOR ZONE END ZONE-0 8'" x4 2SYP#2016"O.C. MAX 2MSYP#2016'OC.MAX 9' -0" 2x4 SYP IS-O.C. MAX 2x4SYP#2016'O.C. 6 9'A• 20 SYP #2a Is-D.C. MAX 2x4 SYP #2Q 16'O.C. ll� O a d�O 2x4 SYP I2012'O.C. MAX SYP 10'-P 2.4 112 012.O.C. � EXTERIOR FRAME WALL NOTES i. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REWIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2, STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THEVO Z FRAMING PLAN. wp 3. SEE OETAtL WF1oSD4 FOR REWIRED WALL SHEATHING THICKNESS B NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF ¢ W NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING S TO w BE REMOVED AND REPLACED. F MORE THAN 20% OF THE O w SHEATHING IS OVERDRIVEN, CONTACT EOA FOR REVIEW OF J EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2x6 STLDS OR LARGER. STLOS ARE TO BE MIN SW #2 0 16' O.C. MAX U.N.O.ON FRAMING PLANS. p ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C Z U w r g STANDARD 2ND FLOOR FRAMING & a NOTES: ��a ~ U 1. ALL EXTERIOR OVALS, LESS OPENINGS. ARE CONSIDERED SHEAR p WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. W LLJ 2. AT ALL WINDOW'DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR F TO FOLLOW THE DETAILS INDICATED BELOW: 3 z 2-STORY FRAMING - WS021SD3 w Oo OPENING SITTING ON WOOD BEAM - WS461SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WSO9SD4 O p 0 < UN O. I W 4, IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLD PIECE) M O FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTAL REWIRED SHEATHING SPLICE BLOCKING F a PER PLAN DETAIL WFIWSD4 AT AL LOCATIONS AS REQUIRED. ur 5. ANYINFORMATION WRITTENAND✓OR DETAILED ON THE FRAMING PLAN i.e. BUILT LP COLUMNS, CONNECTORS, ENGINEERING 00 >< NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A w O Z z rJ STANDARD DETAIL IF ANY ITEM IS IN QUESTION, CONTACT THE m F a ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. o Z Q J a� n WALL LEGEND g a ui = =W-I"TOW. ISTFLOOR ? O /LL J Q INTERIOWEXTERIOR BEARING OVAL N 'A O Z UM =8'-1•TOW. 2ND FLOOR INTERIOREXTERIOR y LL Q > BEARING WALL WO W V a, pp�QQ Q W = ALIGN WITH COLUMN ABOVE U H 5� Ot .10 BUILDER NOTE: TRUSS w w IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE w U.I ! !R i k3 MANUFACTURERS LAYOUT W = ---STOP--- 3� (n AND GILL THE ENGINEER Of RECORD PRIOR TO PLACEMENT OF ANY TRUSSES c w U W Q W 00 2 � p W C Q a. it a 't 0� 3 o i O < ~O In o n to� 8 i m J X o S Q W Z - <w X 0 - U X Z 3 Q- Q J N III 000 No4 . -Z �W aS sTaucnXVL ENo. TH DRAFTING sTRucT Jv W N Z � 3 9 PLEX FRONT LOAD STAR., 7146 BUILDING TYPE A Z WAS INDICATED ROOF FRAMING PLAN." S5.4 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ALL FRAMING MEMBERS IN THIS ASSEMBLY SMALL BE SYP82 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2).2x TOP PLATE PER PLAN. - NAIL SHEATHING Wr(2} ROWS 0.131` x 2-i/r NAILS & 3" O.C. SHEATHING TO HEADER W/— _ 0,131"x2-1R"NAILS AT 3"O.C. HORIZONTALLY & VERTICALLY AT PORTAL FRAME. MIN (3).2x JACK & (1 ).Zx KING STUD - (3)-2x JACK STUDS -- MIN. 7/16' STRUCTURAL 1- SHEATHING, OR 15/3r EXPOSURE 1 SHEATHING. CONTINI/O1/3 FROM BOTTOM PLATE TO MD -HEIGHT OF FLOOR SYSTEM. NAILALL EDGES TO STUDS OR COLUMNS W/ 0. 131'x2-1/r NAILS r O.C. & 3' O.C. IN THE FIE D. (2)-lx BOTTOM PLATE NAIL TO — SHEATHING W/(2) ROWS 0.148` x r NAILS 0 3" O.C. • ` . 3-1/2" x l l-iM" WADER PER PLAN EXTERIOR SHEATHING & NAILING PER DETAIL WFIO/SD4. ELEVAT'gNi'B' ANO T.' FLOORJAMSCOL MNS. oeazND FppL}}OOR JAMB COLUMNS. IME SECTIONSTUDS ® WALL - (GARAGE OPENING) GARAGE PORTAL FRAME MIN. (3}2x4 JACK STUDS & ((i )2x4 - KING STUD. NALED PER STANDARD HEADER NOTES. (2}2x BOROM PLATE. NAIL TO—� SHEATHING NU (2) ROWS 0148' x NAILS G 3- O.C. FOUNDATION PER PLAN - EXTERIOR ELEVATION 112,1'-0" SHEAR WALLSEGMENT (DIMENSNo THIS DETAILISHALL BE INSTALLED CONTINUOUS 8 FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. SHEAR WALL Z Z W a O F- Z W (2)-CS20 STRAP W/ 0.148' x 3' NAILS ON INTERIOR F, OF WALL STRAP CONTINUOUS FROM 2NO FLOOR CORNER FRAMING TO JACK STUDS, MIN. 9" 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)-LSTA18 OR (2}C520 STRAPWI 0.148' x 3' — C7 NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. 9•END LENGTH OVER Z JACK STUD. (2).2x BLOCKING BETWEEN STRAPS Z AND HEADER W (GARAGE OPENING) O HTT4 BASE CONNECTORS W/ (18) 0.162• x 2-1/2•- y- NAILS & SW THREADED ROD W/ MIN. `r Of EMBED BELOW CURB TO FOUNDATION USING 1-- SIMPSON SET-XP EPDXY. MIN. 2-1M' EDGE Z DISTANCE FROM FACE OF CMU W SIMPSON DTT2Z W/ (B} 1 W x 2-1Z SDS SCREWS 11 EPDXY ANCHOR. 8 1 } i - ANCHOR HAVE MIN 7"EMBEDMENT BELOW LOWEST GARAGE OR PORCH SLAB WY SIMPSON SET-XP EPDXY. •f FOUNDATION PER PLAN -(I) ANCHOR BOLT CENTER OF SHEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET. INTERIOR ELEVATION OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND ""-""""'"-'- 2x OR (2}2x BLOCKING PER SCHEDULE AT ALL PANEL EDGES ELECTRICAL PENETRATIONS CONTACT EO.R. FOR PDCTIONAL REVIEW IF , AND SPLICES. (3} 0.131' X T TOE -TUNES EACH END. NAIL A SINGLE OPENING ERTHAN IS"WIDE x 48' TALL IS REOU9xEO. ORE t �ANELS TO BLOCKING WITH EDGE NAIL SPACING, THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS B SO FT (2}2%TOP PLATE, II `SIN,LINa,01111CONTINUE \la1— 111l dal �l-k\' a• `I� � I SHEATHING AND BELx i Lil hikki 11IABOVE lW OPENINGS �II • • • �`��r_���•I RAMING PLAN. ON FRAMING (3YO.131'X IIPLAN END NAILS TO TROW & BOTTOMII II TYPICAL INTERIOR SHEAR WALL WALL FRAMING & FLOOR -TO -FLOOR CONNECTIONS PER PLAN. 16" TALL 2x4 SYP&2 VERTICAL. FASTEN FLOOR NAIL TO O.S.B. RIM BOARD W/ EATHING TOP ROWS x 3" RATE OF SHEAR WALL r NALS AL). 9' O.C. (10 NAKS TOTAL). W/ (2) 0.131"x 2-112" NAILS 0 4" O.C. 2x4 SYPI2 BLOCKING @ 3/4' SHEATHING 24.OD. Wtl (2) 0.148" x r TOE -NAILS EA. END. i-V r O.S.B. RNA BOARD FLOOR SYSTEM PER PLAN 2-HOUR AREA SEPARATION - ASSEMBLY PER PARTY WALL DETAILS. SHEAR WALL PER PLAN. BALLOON FRAME TO FLOOR SHEATHING. WALL FRAMING & FLOOR -TO -FLOOR CONNECTIONS PER PLAN. 3/4"=1'-0" 3T ANCHQR AT 4• ro e iOM ENDS OF WALL ROM RATE SPLICE$ oRHgLo-oowNs. FLOOR SHEATHING & NAILINGPERPLAN. (2)-2XB SYP02 JOIST. NNL PEES TOGETHER 8`0 Q 2"Fx3"NA.E O8"O.C. 8 2' FROM E0. END. HUC28-2 W1(10)-0.16r x 3-1/2' NAILS TO CARRYING MEMBER & (4)- 0A48" x 3"NAILS TO (2}2x8 JOIST. AT HANGER LOCATIONS NINSTALL - MIN lr LONG BACKER BLOCKS ON BOTH FACES OF NJOIST PER JOIST MANUFACTURER'S WRITTEN SPECIFICATIONS. SHEAR WALL TOP PLATE CONN. TO FLR. SYS.I 11 FLOOR FRAMING AT STAIRCASE (W/ I -JOIST) 3M`=ro• 1�11-0• IJOSTS PER PLAN. REFER TO DETAIL WF07/SD2 FOR '+ CONSTRUCTION REQUIREMENTS V '- SHEAR WALL END COLUMNSAS INDICATED PER FRAMING PLAN. OPENINGS SHALL BE LOCATED AWAY FROM THE END OF THE WALL AT LEAST 113 OF THE WALL HEIGHT. - MID SPAN WALL BLOCKING U.N.O. ON FRAMING PLAN - STRUCTURAL SHEATHING PER$ WOIULE - 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. \\1111111i1/� 4b y V T N F 9 _ ETT N w Co ib 3 Z b O h � � e w m J a O = W Z LU - o IL m 0 1 xXz - U W X Z <w �-jO 4a V)MAF • z o STRUCiUAAI ENO: TH ro oluFnNG: -srnucr: ry Q3 r[ OCCHEG('. 0 cc w JOB W. i SOLE STAR-17148 ASNUCATED Mel O.0 W (3) 0148- x 34/4' FEARER OR LVL REQ'D OF OPENING SHEATHING PER PLAN TOE -NAILS TOP 8 TO BE FULL LENGTH OF SEE TYPICAL HEADER SHEATHING PER PLAN TRUSS TO FRAME BOTTOM GARAGE 26xi2 CENTER BUCK FRAMING DETAILS FOR TRUSS TO FRAME CONTYP. CONNECTION PER ADDYTONAL ON PER ONIJECTOR NOTE IF PANEL SPLICE MIN (4) 2z SPF 82 STUDS 3S" DA. PNCHROR CENTERED INFORMATION HEADER CAN BE CONNECTORNOTESCONNECTION ES FRAME OUT TO BLOCK S NEEDED IT SHALL WITHIN 24* OF MID -HEIGHT. BLOCKING @ T END O P SIt.�SON LOCCUR LSTA3O ONO EITHER UPSET OR DOVMISET) ME OUT TO BLOCK EDGE AS REOD SNOT REQUIRED. (2�.1048" x r NAILS EA. 4TA E AS REQT) 2x WI (2) 0.IST z 3-12• TOE-NA1L6 EACH END LAST STUD OF I WALL SHEATHING PER HEADER PER -� LAST STUD OF KNEKNEE WALL JOINING UP - I WFI.-W- .131' z2-12' _ LOCATION (3) 0.162" z 3-12"NALS JOINING UP TO MAIHOUSE TO MAIN HOUSE NAILS L 3O.C. NALL , - `- END VIEW w/ CMU(TYP) A TOP PLATE WAILS SHALL BE l (2) Zx p2 SYP SEE PLAN FRAMING (STUDS, BLOCKING, TOP PLATE, 2.6 P.T. BUCK EACH MIN. (2) 2z FULL HEIGHT WALL I ATTACHED TO MIN. FOR BEAM 517E I HTT4 Wr 5S' ALL BOTTOM PLATE) -T�CAL SIDE OF OPENING ~ HEADER (SEE PLAN) STUDS W/ (2) 0.i8r z 112' I (2) 2x FULLHEIGHT THREAD ROD. T MIN. u (5)12"ex5' LAG BOLT . P 2xa SPF CONT. NAILS 0 12' O.C. MIN. 2xa SPF �2 KNEE WALL l I (2)2z ill SYP SEE PLAN (2W' LLL�SNOS12' NA1L5 12' O.C. I - (2) 2x PLATE i EMSED AND EDGE DISTANCE USING $IMPSON SET EPDXY 2z SYP 42 PT SLL PLATE; IF OVERALL DIM ALLOWS AT EA DOOR BUCK AT A, DOFDOOR. AT BLOCKNG ATTACH TO WITH FOR BEAM SIZE OR EQUIV.ATTACHTO ATTACH w/J-BOLTS! EADOOR. SIDE 7//8"O.S B. EA. SIDE Bn8"KIN ® :TUB SHEATH G/ I 2x4 SPF W2 KNEE WALL WITH 57t/DS 18' I I CoCOWMW USING (18) 0.162' x 2 72' NABS EPDXY ANCHORS 32' SEE PUN O.0 PER BRIG WALL a dim r z 3(16' THICK WASHER WI EA. 0131' x 2-12' NALS ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF I BUILDER FRAME O.C. W/ STRUCTURAL I SCHED. NO BOLTS wf tr W' OF BASE CONNECTION ANCHOR. (tst BOLT TO ------- 2z BLKO. TOO.S.B. W/RECESS T/18. OSB EACH SIDE, W/O.ii3'x2'NAKS@ BEAM. ATTACHED PER I RADIUS AS REQ'D SDES ROM TOP OF I FOUNDATION PER .-PAVERS F� BE B" MAX. ASV. CURB, (2) 0.191°x2-12"NALS 6' O.C. TO SIDE &TOP NAILING SCHEDULE I WALL TO BOTTOM OF I RAN SEE MF10S3 ' REST EQ. SPACED EACH END 1IER LNA OTHERWISE SP2 CUPS 1NABNG FOR CORNER BARS I I' ...•..: . ,-� GARAGE -24" O.C.) EACHSTUDTODOUBLE TOP SCHEDULER _-.I. RADIUS AS R Q DEND VIEW W/ WOOD - - -.�..._ x8 PLATE AND SPICLIPS EACH .� STUD TO BOTTOM PLATE ADO GARAGE BUCK DETAIL FO ARCH WINDOW FRAMING DETAILS FO KNEEWALL AT DOWNSET BEAM /�FO� KNEEWALL AT UPSET BEAM F1 PORTAL FRAMING DETAIL -0• 3N'hi'-0' 21 STUDS 0Is- O.C. FOR KNEE WALL 3K=1'd' 0.131'Y2-12" NAL504. O.C. 3V =1'-0' -- 2-12• 1 -+ F O.C, STUD TO ROOF FRAMING CONY. FRAME NAILS NAILS a• O.C. m BELOW. SLIT ROOF SHEATHING FOR STRAP OBELOW SIT ES VALLEYTRUSSES PLYWOOD CRICKET a O J' O CONT. ROOF SHEATHING NAIL PER PLAN - , F PER PUN VALLEYTRUSS /F CONV. FRAME OR VALLEY TRUSSES O D PROVIDE 2x4 BLOCKING w/(2) 0.162• z 3.12" NAILS EACH PER PUN LL / OENO TO ROOF FRAMING BELOW WHEN BOTTOM PLATE GABLE TRUSS EXT. SHEATHING; ATTACH PER NAIUNG w DOES NOT LINE UP ABOVE ROOF FRAMING BELOW AND CONNECT wf SMAPSON HTS20C32"O.C. D nASHEATHING: SCFEWLE O mZ ROOF FRAMING TRUSS PER PLAN BELOW O / HALING SCHEDULE CHEATHI GPER ROOF SHEATHING PER O " A J -1,PLATES OVER ROOF SHEATHING PER VALLEY FRAMING O (2) OT82"x 3-12' NAZIS TO COMMON NAILING SCHEDULEOR OPT. 2.4 BLOCKING 0 2' RAKE W/ FLASHING a / / DETAIL CF01/SD3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLER TRUSS S PERP, TO EA VALLEY TRUSS NAILED TO DOWN TO ROOF / B H DOUBLE TOP PLATE A K SIMPSON LTA2 4'0 TRUSS BELOW 24" BELOW&FACIA OVER TOP 10 j B O.C. GABLE TRUSS 70 MASONRY OR MAIN SPAN ROOF O.C. WI (2) O.tB® 3-12' NAILS TYP. 2 ( ) LAVERS OF I• THICK GYP. C O SIMPSON H3 OR HB EA ENO OF TRUSS OR / SeAPSON HGA70 3r TRUSS SHAFT LINER PANELS, UP TO i " RAFTER O.C. FRAME WALL - UPLIFT CONNECTOR ATTACH TRUSS TO - MAIN SPAN UNDER SIDE OF SHEATHING r E COMMON TRUSS PER PLAN OR CONY. FRAMING PER C (SEE SCHEDULE) TRUSS BELOW USING (3) O.t82513t?NALS ROOF TRUSS - UPLIFT CONNECTOR NO SIDING UNDER FACIA IN w .:..� O CF28ISDI W STRUCTURAL SHEATHING PER PLAN / /. ..... MASONRY WALL 2x BLOCKING W/(3) (SEE SCHEDULE) THIS AREA, JUST EXPOSED 7 C G AND ROB FINISH PER ARCHITECTURAL PUNS � / E SHOWN, SEE PUN 0./48'k MASONRY WALL FLASHING 0 ROOF TRUSSES PER PLAN OR CURVED -yl CONNECTION TO WALL FOR NOGG OR IUED TOENALED O EA END SHOWN, SEE PUN O OCURVED RAFTERS w/ (2) LAYERS 3N" COX SHEATHING - -. MASONRY CONNECTON TO TRUSS FOR WOOD OR a NAILED @ 6. O.C. STAGGERED G MASONRY < 01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REOD Ep GABLE END AT VALLEY FRAMING CONN. (WALL & TRUSS) �0 CRICKET DETAIL w NOTEROOF SHEATHING MUST BE APPUEDAND FASTENED TO ROOFU 3/4'=1'-0"¢ i FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. yq•=t,-0. 9" YAY PI VKxI C NT n H U SIIMPSON....� DIAGONAL TO BEAM SIMPSON HGA10 0 32" OC SIM-SON HGA10 0 3r W/ (4)1/4" x 3" SDS TO TOP O C. W/ (4) 1W.W SOS PLATES 6 (4) IA-x 1-Ir• TO TOP PLATES & (41 SOS TO TRUSS 1 Wx 1-1lI SDS TO TRUSS SHEATHING NOT -013 SHEATHING NOT REDID TO BE CONT. @ THE TO BE CONT.O THE TRANSmON FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE 2, TOP PLATE - FASTEN SIDE WALL BEAM PER PLAN / SHEATHING PER PUN. SMAPSO DIAGON PLATE EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION GABLE ENDTRUSS PER PLAN. TYP. REQO GABLE END 1' AND/OR'T' BRACING STRONG BACK PER GABLE WHERE O.H > 9". END BRACING CART REFER TO GE3/SD2 2x4 SYP R2 TOP CHORD BRACING -( CONTRACTOR TO FFLD VERIFY WHICH Q 16" O.C. MN (2) TRUSS BAYS 9• MAX PLYWOOD CONDITION S REQUIRED. CONTACT FOR FOR ADDITIONALNFO AS REQTJ BACK FROM GABLE END (MIN. 4T) CANT. O.H. A23 DIAGONAL TO -__---..--. TRUSS BOTTOM CHORD. REFER TO GE02 FOR REOD PLYWOOD BRACING TYP. SHEATHING 8 2x4 SYP N2 BOTTOM NAILING PER CHORD BRACING 0 IS- O.C. FOR FALSE BEAM ? PLAN SHALL RUN COW ATTACHMENT W/ (3) i ACROSS GABLE O.MB"z Y TOE -NAILS TO BOTTOM OF EA. END MIN. (2) r FALSE REAM TRUSS BAYS BACK ATTACHED PER FROM GABLE END NAILING (MIN. 48-) SCHEDULE 2x TOP PLATE TO MIN. 2x4 SW 02 GABLE END W/ 0.148'k STUDS @ IS- 3-1/4• NAILS @ 8' OC. O.C. W/ SINGLE 2.4 SYP 02 FRAMING FOR FALSE BOTTOM STOP BEAM 0IS- O.C., IF REOV W/(4) PLATE W/ (3) 0.148•x T NAILS Q EA. TRUSS 0.148'S 3' NALS (( BRACE TOP AND BOTTOM FALSE BEAM I EACH END TYP. 2x4 SYP Y2 HORIZONTAL PER PLAN I L 2z41R SYP BLOCKING 016. O.C. W/(3) IF REDD 0.14rx 3' NAILS EACH END BLOCKING BETWEEN 2x4 BLOCKS, (2) 0.162z 3-1r2• NAILS a EA. END. NOTE: ABLE BLOCK ADJ. BAYS 0 EA. DIAL. AS SHOWN. BRACING LL ISGATo. FASTEN ROOF SHEATHING TO BLOCKS W/ SYPR2 OR BETTER / 0.131'x 2-12' NAILS Q W O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REC'D) 0.14rx 3' - ILS DIAGONAL DVIDE 214 BRACE EA. ADJ. DIAG. TTEN TO DIAG. -) 0.162"x 3-I/r �- 2.6 SYP 82 - DIAGONAL BRACING, SPACED @ 48" O.C. BEGINNNGB'-0" FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 3'-3^ NO BRACE REQUIRED (1)2.4 L-BRACE 4'-10' <Ha8'-8' (2) 2x4 L-BRACE (SEE SECTION A -A) e'68 < H612'6' STRONGBACK & DIAGONAL BRACE 0 MID -HEIGHT 12'4^ < H_20' V STRONG8ACK & (2) DIAGONAL BRACES 0 113 AND 213 HEIGHT 2x4 L-BRACE IF REDS ....... SEE CHART. 0.148'x 3' NAILS @e"O.C. GABLE VERTICAL 12 �12 MAX SEE GABLE CONNECTION DETAIL FOR REC'D CONNECTIONS 2zt ATTACHED TO EA, GABLE 2x4 BRACE WITH (2) 0.148' x 3' NAILS (1) A23 FROM STRONGBACKTO DIAGONAL BRACING WHERE O.H> 9•. REFER TO GE31SD2 .-- 2.6 SYP Y2 DIAGONAL BRACING Q 4W O.C. AS REQUIRED PER GABLE BRACING CHART �- GABLE BRACING (♦) SEE CHART i -- MID HEIGHT OR 103RD HEIGHT STRONG BACK AS REOD PER GABLE BRACING \_ CHART i (9 GABLE END z z SHEATHING O FASTEN PER ji PUN. 2x4 BLOCKS. 0.131•x 3" NAILS 0 EA. END. BLOCK ADJ. BAYS C EA.GAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS rW 0131 "x 2-12" NAILS @S-O.C. (5) 0.131'x 3- NAI NAILS BRACE TO BLOCKING PROVIDE 2x4 SAP TO EA, ADJ. DAG FASTEN TO OIAG. 0.131'x Y NAILS. GABLE "L" BRACH SEE CHART FRIA DETAIL GE02 GABLE BRACING, RIDGE AND 0 48' CC. MAX, 45' FR( HORIZONTAL (.I - NO DIAGONAL BR IS REQUIRED FRC THE TRUSS HEEL THE HIP JACK OF INTERSECTION. PROVIDE 2z BLOC FORNALUG SHEATHING PER PUN P MAX PLYWOOD CANT. OVER HANG SEE ELEVATION FOR OVER HANG SIZE WHERE O H. IS, 9% REFER TO GE31SD2 O x S` � 11(2) G, M 0"). ICE B TO DER KING � - CONT. 2,4 GABLE END SHEATHING FASTEN PER PLAN SPLICE AS REDD SIMPSON H1GA DIAG, TO BLOCKING TRUSS PER PUN TYPICAL TRUSS TO SEESTANDARD FRAME CONNECTION. CONNECTOR NOTES WALL PER PLAN (FRAME WALL SHOWN: MAV ALSO BE MASONRY) CMU WALL CONNECTION CLEAR SPAN CONNECTION SFRRAMEDOLWN __.-.---- 2ND 20 L-BRACE IF PROVIDEBLOCKING \ IS A SINGLE 2x RECTO, SEE CHART 26 BETWEEN TRUSS BAYS 2x4 SYPY2 BLOCKING WIDE 0. 148N 3'NAILS 0 48^ O.C. FOR FIRST 3 BETWEEN TRUSSES.162N3-12• @ 8' O.C. TOE -NAILS EA END GABLE END @ FLAT CEILING CONNECTIONS aEO�j GABLE END BRACING (140D or 150C) STRaNGBACKDErAL E0 GABLE END @FLAT CEILING W! BOSTON HIP 0 Px )? F _o Jy gF ffZZ7Ztq pp � j W Z J W H V � $ Q .O Lu W x UA STRl1CT JV OC 0"ECK: cc w xe- STAR-17148 rn SCNE_ AS INDICATED DATE. U78/282023 = SD1 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. NOTE PLATE LENGTHS MU BE AT LEAST 8'4T LONG. TYP. TOP SPLICE Q - DOABLE 2X4 TOP PLATE SIMPSON OTC• (21 ATTACH 214 STUDS TO TOP 0.131" x 2-12' NAILS PLATE WI (3) oI45'x 3-1/4" INTO BLOCKING, (4) TOE -NAILS TYPICAL AT ALL TRUSS PER PLAN 0.131" z 2-12" W11LS TO TOP PLATE LOCATION BOTTOM SPLICE OVER - TRUSSPER PLAN STUD PIPE OR DUCTED (2)0.148N 3"NAILS M X O.0 PENETRATION OF MORE WITHIN 48^ OF SPLICE THEN / THAN 50%OF TOP (2) ROWS 0.148-x W NAILS PLATE WIDTH INSTALL S'O.C. OTHERWISE SIMPSON PSPN518Z W7 (12) 0.162`x 312" NAILS (� TYP. TOP 8 BON, ATTACH 214 STUDS (2)0./48NW NAILS O 3" TO TOPPLATE W TO.C. WITHIN 4W OF (3) 0.1489t 31/4 SPLICE THEN (2) ROWS TOE -NAILS TYPICAL 0.148'X 3"NAILS O r AT ALL LOCATIONS o.c. OTHERWISE zxa WALL BEYOND AGAINST 2X8 STUDS �•40N ATTACHED PER (WF085D2) ATTACH 2x8 STUDS 10 TOP PLATE W/(4) 0.148Y 31/4` TOE-NAILSTYPICAL AT ALL LOCATION --- NG, 2z4 SYP II2 BLOCKI .... M 24' O.C. W (z) 0.148" x 31/4" END NAGS EACH END. F�\ TYPICAL TOP PLATE SPLICE @ BRG. WALL ROOF SHEATHING. 0.131' z 2-1& NAILS O4" O C. WALL SHEATHING PER PLAN NAIL PER PLAN PLAN DOUBLE TOP PLATE _�-- N WALL. SEE PLAN SIMPSON SPA OR SP2 Q EACH STUD STD CONDITION @FRAME WALL dV (4) 0A4W x r NAILS PRE -ENGINEER ROOF Tftl1SS - SEE SEE GE02 SD7 EA BLOCKING TO FRAMING PLAN FOR FOR PLATE SPACING EXTERIOR SHEATHING INFORMATION TRUSS PER PLAN TRUSS PER PLAN SEE PLAN NAIL PER PLAN I I (2)0/48-X r NAILS CONNECTION 2X CRIPPLES ® 16. O.C. W SMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE WHEN STUO LENGTH IS <12'USE LSTA30 STRAPS AT EA STUD WRAPPED OVER TOP PLATE 8 NAILED TO HEADER EA SIDE W/ (11) 0.148' z 3" NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS BIAS" x 3114' NAILS STAGGERED ® I O.C. EA FACE OR (3) ROWS 0148' X 3414' NAILS STAGGERED B 12' O.C. FOR 2X70 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS UN.O. (ONLY REOD. IF W SHEATHING CANT BE NSTALLEC PER WF10/SD4) FILLING AND BLKING AS REO'DW/(2)ROW5 OF 0.148" ■ 3-1/4' O 16` O.C. TO HEADER UNO ZX STUDS TYP. ATTACH JAMB STUDS PER WFM BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTORLEGEND SYP COMMON -- ROOFTRUSSES PER PLAN. ROOF SHEATHING & NAILING PER PLAN, DOUBLE 2.4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2x4 ON TOP WALL OR PRE - OF 2A TO PAD OUT TOP ASSEMBLED WALL PLATE ATTACH W (2) PANEL W/ (2) 0.148N 3• 0.748'x 3"NALS 3"O.C. NAILS 08'OC. (Soup BLOCK Wills) (FOLLOW NAILING REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) 'e• Mq1, TOP SPLICE - DOUBLE 2z8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) SHEATHING OVERHANG. REFER TO GE3VSD2 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO GE02 FOR GABLE WES BRACING INFORMATION VALLEY TRUSSES BEHIND GABLE (IF PRESENT). SHALL BE CONNECTED TO COMMON ROOF TRUSSES PER TRUSS SUPPLIER'S SPECIFICATIONS. VALLEY GABLE TRUSS PER PLAN GABLE SHEATHING & NAILING PER PLAN. 2x6 SYPM2 RATE BEHIND VALLEY GABLE TRUSS TO EA. COMMON ROOF TRUSS W (2) 0.162" z 3-1/2' NAILS O 24' O.C. MAX ATTACH VPLEY GABLE TRUSS TO EA. TRUSS BELOW W (3) 0.162" x 312" NAILS 2x BLOCKING W/ (3) 0.14r X VALLEY GABLE CONNECTION - 150C MAX. FLOOR SYSTEM PER PLAN.DIETA SHOWN THIS DETAIL FOR CLARITY. (2)-2x TOP PLATE PER PLAN. - NAIL SHEATHING W/(2} ROWS OVERLAPTOP PLATE 0.131"x2-12" NAILS& 70.C. AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT SHEATHING TO HEADER W 0.131', UP COLUMN BELOW W NAILS AT r O.C. HORIZONTALLY & (2) 0.148"z 3' NAILS VERTICALLY AT PORTAL FRAME. TOP PLATE CORNER TRANSITION MN (3)-2xJACK & ALL FRAMING MEMBERS N THIS ASSEMBLY SHALL BE SYPN12 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2)-CS20 STRAP W 0.t48^x3" 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 (DIMENSIONED THIS AIL LL INSTAL DCONTE SPLICES FREE FROM PLATE SPLDES OR DISCONTINUOUS FRAMING. SHEAR WALL 11111 .It . JA 3.5' x 11,25" HEADER PER PLAN. 1111111 (2KSTA36 OR (2)-CS20 STRAP W 0.14V x 3'- NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MM. 9` EPA LENGTH OVER JACK STUD. (2)-b BLOCKING BETWEEN STRAPS AND HEADER (3)-2x JACK STUDS----'`-- MIN 7116" STRUCTURAL 1 SHEATHING, OR ---\ 151J2" EXPOSURE / SHEATHING, BLOCKED OVERHANG: sP TO 11AX. 1T: ROOF SHEATHING CONTINUOUS FROM BOTTOM PLATE TO Z4T VERHPNG TO SUB -FASCIA MID -HEIGHT OF OR SYSTEM SHEATH INTERIOR _NAILS 8 &LOCKING 3' O.0 SIMPSON HTT4 BASE FACE OFOWALL CONTINUOU FROM BOTTOM PLATE TO TOP PLATE. NAIL rT.EFIELQ CONNECTORS Wl (18) ALL EDGES TO STUDS OR COLUMNS W O.i6rx2-12'NAILS 85/e" 0.131"z272'NWILS 03"O.C.83"O.C. IN OF SHEATHING 8 NAlIN THREADED ROD W MIN. 1 DRILL THROUGH HEADERS F FOR THREADED z ? RODS. N MIN. (2}}2z4 SYP#2FULL HEIGHT KING Q, STUDS REQUIRED EACH HEADER Q END WITHIN H. SHEAR WALL - W PUES FASTENED PER i WF08502. C ROD. R STRUCTURAL COVER -2x4 SYP. SUB -FASCIA TES. SHEATHING SHALL CONTINUOUS FROM EPA 2x4 SYP. 02 BLOCKNG O 16" IF OVER TO MIN. 2'-0^ O.C. w/ (3} 0.131" x 3^ HIND GABLE TRUSS. TOENAILS EA END DROPPED GABIJ<: MAX 2Ir OVERHAND- ` GABLE TRUSS PER PLAN SYP. t2 0UTLODKER 2x4 M 24"IOC. MAX DROPPED GABLE: >2D` TO MAX. W O.N.: EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-19' EDGE DISTANCE FROM FACE OF CONCRETE CURB BOTTOM PLATE. NAIL 70 SHEATHING W (2) ROWS 0.148" x 3" NAILS M 3" O.C. 4 9 i - A (2}2z BOTTOM PLATE. NAIL TO SHEATHING W R) ROWS 0.148' x 3' NAILS O 3' O.C. A LL MIN. B'BELOW TOP OF SPIRED FOOTING 10 , • . { a - • - • (I)ANCHOR BOLT CENTER OF - -SHEAR WALL TO FOUNDATION • • . PER DETAIL WF07A ON NOTES & /` CONNECTOR LEGEND SHEET / 2x4 SYP. T2 OUTLOOKER 0 /9.2- OC MAX J/ TOP OF SPREAD FOOTING MIN (21.2 4 SVPC2 FULL i (J 0.731' x 3" TOE4NAILS FOUNDATION PER PUN. (BELOW GRADE) ; REI KING EACHW REQUIRED EACH LEADER OVERHANG 3/4" DIA. F1554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. 518" DIA. SIMPSON HIGH STRENGTH THREADED ROD MAY BE SUBSTITUTED. PROVIDE NUT& rx5 llrxlrr PLATE WASHER ABOVE DOUBLE 1 END W/ PLIES FASTENED • PER WFWSD2. s 3 2'-D" ROOF SHEATHING & art SUBFASGW NAIUNG PER STRUCTURAL F2.YP. P)- H2.SA GABLE TRUSS TO TOP PLATE. NUTS SHALL BE SNUG TIGHTENED *2/3 TURN COUPLERS WITHWITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE 3t2'ENGINEEREDSHEATHING COVER NOTES. SHALL BEOUTLOOKER. THREADED ROD UTILIZED. EPDXY ANCHOR TO FOUNDATION MN. 8"BELOW31/rx TOP OF SPREAD FOOTING USING SIMPSON SET-XP EPOKY OR EQIRV. SECTION A -A LUMBERJACK COLUMNSCONTINUOUS FROM ENDDROPPED TOP CHORD BUILDER ALTERNATIVELY USE A Y4' DIA (OR 5J8' DIA HIGH STRENGTH)ONE JACKCOLUMNONCAST-IN-PLACE EACH SIDE OFEACHOFOVERHANG TO MIN�(� 2.0" BEHIND GABLE TR ISS. GABLE OVERHANGS TRUSS PER PLAN UP TO 24" THREADED ROD W/ 3"XY0.229' PLATE WASHER SANDWICHED BETWEEN TWO HEX NUTS, MIN 8• BELOW TOP OF SPREAD FOOTING SHEAR WALL DETAIL BETWEEN OPENINGS THREADED ROD. a a U 1"=1'-0 (2) ROWS 0.148• z 3. IN' HDTM NAILS STAGGERED @ 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 17O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST 3/4' OF THE THICKNESS OF THE LAST LAMINATiCN (3) ROWS 0. M8' x 3/A1" 3) FOR 511, PROVIDE 14'DIA. x S12"LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-KY) NAILS STAGGERED O 4) TOLERANCES. ALL DIMENSION TO BE HELD WITHIN N-144' 2-12` EDGE 17 O.C. FOR 2X10 0R V EDGE 1-12" EDGE GREATER HEADER 0.148'z3" 2-112" LSTA30 HEADER TO w o i-12' w w' 21M' STIRS U.N.O. (ONLY REDID. F WALL A n A SHEATHING CAN BE ^' ---- 0148` x 3" NAILS ------ INSTALLED PER WF1OW4) 0.148• x 3` OPP. SIDE +1 = i DOWNFRAMETO z I I I I a DOOR d h I I a I I m I m m YIIC I} 2X STUDS TYP. OPP. SIDE (2) 2x4'N (2) ZSe. (2) 2x6x (2) 2x COLUMN ATTACH JAMB STUDS PER WF08/ BOTTOM PLATE AMC PER DETAIL WF07A ON NOTES & CONNECTORLEGEND SHEET OPENING SHEET \_/ SP4 ®BASE OF EA. - P.T BASE PLATE STUD U.N.O. SEE BEARING WOOD WALL \ SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS IN -GATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN IN -GATES CONNECTORS, THEY WILL SUPERSEDE THE STANDARD CONNECTORS PT BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STIRS PER THE HEADER SUPPORT SP4 O BASE OF EA. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET QUANTITY OF KING STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS BEARING WALL SHOWN ON STANDARD DETAILS. SCHE WILE FOR MORE INFO. 3. JACK STIRS SHALL BE IN -GATED 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 LEGENDSHEET. PUFT CAPACITY O HEADER TO STUD = 7000 12'=1'4T 4. CONTRACTOR TO NAIL 19 KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDITL KINGS AS READ. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property( TYPICAL BUILT-UP STUD COLUMN DETAIL i 7211'-0• SEE GE01 FOR OUTLOOKER OR SHEATHING CANTILEVER 0.131'x 2-12' NAILS O 4' O.C. OONV. FRAME OR VALLEYTRUSSES PER PUN I GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 0.162',, SAW NAILS TO EA. COMMON TRUSS GABLE TRUSS TO TOP PLATE W` O 48" O.C. MAIN SPAN ROOFTRUSS DOUBLE TOP PLATE - UPLIFT CONNECTOR PER PUN (SEE SCHEDULE) EXTERIOR BEARING WALL PER PLAN AEiM GABLE END AT VALLEY FRAMING CONN. TO WALL / Y4^=1'-0' f MMONNTA CONSULTING & DESIGN, OF WMR & ASSOCIATES. Ll OUTSIDE (2) 2X4'f EDGE DISTANCE PER DETAIL i 0.148"x3'NAILS U y � m _ O 3'NAILS z OPP. u I DPP. SIDE ¢ -STANCE PER DETAIL AT8" O/C INSIDE PLY NAILS NAILED STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x s (3+) 2x COLUMN (2) 2. BUILT-UP COL 2X BLOCKING W - (2) 0.14rx3114` NAILS O EACH END - SMPSON LSTA30 W/ - (22) 0.14&"x3' NAILS J (ALL CORNER w CONDITIONS STRAP AROUND TALLER N STUD) (2) 2, TOP PLATE SEE FLOOR PLAN FOR MORE BRG WALL INFO (2) 2x TOP PLATE ATTACH 2X TO BUILT-UP W (2) ROWS OF 0.148X1' NAILS STAGGERED Q 6'OC. VF1 STEP @ BEARING FRAME WALL \ / 3/411 -0' ! CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO VEVERTICAL BLOCKING & 2.4 SYP 02 RIBBON. LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS RIBBONS ARE NOT NAILED TO EACH INSTALLED THE SHORT SPAN STRAP IS NOT REWIRED. REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W/ (3) 0.131'43" NAILS. TO SPAN THE 2.4 SYP *2 VERTICAL PT. POST (AS NOTED) OVERHANG -STANCE. BLOCKING. NAILED TO OR IF THE DESIGN TRUSS OVERWING W EXT. AS NOTED PLANS SPECIFY (3) 0.131'4' NNLS. LAP BEAM PLYS AND NAIL ANOTHER METHOD OF AS SHOWN (5) 014".19' SUPPORT. REFER TO W IND SP®513B MNt NAILS PER PLY MANUFACTURERS BLOCKING IN EVERY HTS20 CUP FROM SPECIFICATION POSTTOBEAMS & OTHER TRUSS (A&-O.C. DESIGN PUNS. MAX) i STRUCTURAL SHEATHING VND SPEED S1TD 1B+Ft EXTERIOR BEAM AS NOTED MULTIPLE VERTICALS 8 ATTACHED PER HALING SCHEDULENRIBBONS REQUIRED IF Qp.MO><' BLOCKING M EVERY PLAN VIEW @ TOP OF POST OVERHANG EXCEEDS 24" TRISS(2d•O.C.MA%) 2.4 i2 SYP CONT. LEDGER OR PT POST (AS NOTED) CORNICE ( TRUSS BRG. & TRUSS CHORDS. NAIL TO WALL ABU POST BASE PER x CONNECTIONS PER FRAMING CHORDS. NALRS TO (AS NOTED) DESIGN L � PLAN j 0.146"X 3.1/4" NAILS M 24. O.C. MAX. SEE FOUNDATION PLAN jr 5/8" THREADED RODvd PLANS `SOFFITS & OVERHANGSIF MASONRY USE (2)1/4"TAPCONS FOR A001T10NAL INFONUT BET NADHESIVEPER DESIGN PUNSOR EQUAL ®24O.C. W/ MIN. 1-1/4" 1 _ FASTEN SOFFIT TO EMBEDMENT. MAINTAIN 4" END I I MAX 12 CORNICE. EXTERIOR i DISTANCE &1•EDGE DISTANCE jI SOFFIT OVERHANG ) WALL, PAID RIBBONS LENGTH PER PLAN PER DESIGN PLANS OR TRUSS OR ROOF RAFTER _ MANUFACTURERS ---_-- WOOD/MASONRY WALL SIDE VIEW 3O-6ASE OF POST WRITTEOATONS. OR TRUSS, SEE PLAN � LEDGER @ LOW ROOF NW 11 CORNER COLUMN FRAMING FO SOFFIT SUPPORT FOR OVERHANGS > 12" C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �1���11111111 //�I \ �6 W 1� rn J h 44'••'�re AJ♦ 2 � Vl J F- W 0 J W W J Z ~ W H f- W W 2 N 0 C 7+ O C 4 E8 • s Rucr Jv DC CHECKCc JOB Hlw STAR-11146 F SCALE; AS INDICATED DATE'. 082M2023 SD2 2x4 SYP 02 BLOCKING @ 48' O.C. MAX. W/ (3) TRUSSES AT 24" O.C. 0.148X3-I W TOE -NAILS ROOF SHEATHING PER 7YP. NON -LOAD O(, `90' ROOF SHEATHNG, @ EA. END. REDUCE PLAN ATTACH PER &(Fk(�°e TO FASTEN PER PLAN SPACING TO 24' O.C. @ Y RAILNG SCHEDULE BEARING WALL PER SIMPSON DTC 048" WALLS CARRYING PLAN. STUDS 024' O.C. ATTACH W/(6) O V4 LOADS SUCH AS O.C. MAX. STUD 0.131'k 2-12" NAILS RO SOFFIT, ATTACHMENT, CABINETSORHEAVY ':- SPACING TO BE (MAX 114-VERTICAL 8 REINFORCEMENT SHELVING *=a" a REDUCED DOWN TO GAP BETWEEN 12" PER ARCHITECTURAL SIMPSON DTC @ EACH ;;� _.,_ 18' O C. MAX. ® LONG BLOCK 8 TRUS' LOCATIONS CARRYING BOTTOM CHORD! DESIGN PLANS. HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING.) CORNICE PER LOCATION. ATTACH aA• - CABINETS OR HEAVY(8) 0.137k2-12' NAILSS REDUCE DTC SPACIN TO 2. SCAB w10. 141IN T AR HrTECTIRAL (MAX.,' VERTICAL GAP _ _ SHELVING. WALL O.C.FOR DESIGN PLANS. WALLS CARRYING NAILS @ CO.C. BETWEEN 1T LONG MOLD TOP OF LOADS SUCH AS PER-ENG TRUSSES -- BLOCK d TRUSS NON -LOAD BEARING CABINETS OR HEAVY PER PLAN BOTTOM CHORD' WALL DOWN 1-12• SHELVING TRUSS BLOCKING.) - BELOW BOTTOM OF TRUSS CONNECTION 2x BLOCKING x I r TRUSS BOTTOM 2x BLOCKING x 1 Z' LC PER PLAIN LONG 0 HORIZONTAL CHORD. @ TRUSS LOCATION BLOCKNG LOCATION FOR CUP ATTACHME 2x FRAME WALL PER FOR CUP 048" O.C. ATTACH T( PLAN ._ .. ATTACHMENT. ATTACH - WALL SINGLE TOP SEE ELEV. FOR TO WALL SINGLE TOP r::-. PLATE W / MIN. (4) O M: SIZE PLATE W/ MIN. (4) 0.131',,2-1r2' NAILS. CONDITION @ FRAME WALL 0.131•x2-IWNAILS. SINGLE 2x TOP PLATE SNG�LE 2x TOP PLATE ---- /Whl l\ TYPIC^ AL SCAB OVERHANG AW A NON -BEARING WALL (PARALLEL TRUSS) 2x4 N2 SYP CONT. W/ SHEATHING CONT. TO 2z4 BLOCING W/ (2) SHEATHE ROOF PRIOR (2) 014S"x3-I W NALS 2M STORY WALL 0.162'x3.1R" NAILS 0 TO OVER FRAMING. O EACH STUD BOTTOM PLATE EA END. BLOCK 2x4 STUDS 0 18" O.C. ATTACH PER NAILING '�- ADJACENT BAYS @ 12" GYP. BOARD SCHEDULE EACH DIAGONAL SIMPSON H10A @ BRACE AS SHOWN. FASTEN ROOF 2.6 COLLAR TIE HALFWAY -� EACH DIAGONAL SHEATHING TO 2x UP HEIGHT OF VALLEY. I BRACE BLOCKNG W/ FASTEN W(5)0,146. (S)0.146" '3.I V I CSIS EA STUD ABOVE 0.137"x2-12' NAILS @ NAILS 0 EACH END MT,) O TO STUD 8F10W W/ 8' O.C. I I 11"END LENGTHS & (5) 0.162 z312' NAILS 2X6 RAFTER TO 24 ROW I (18) 0.131'x2-12• NAILS DIAGONAL BRACE TO BOARD W! ATS ON ONE BIDE ON OF RAFTER. ATTACH A35SIDE 2x BOTTOM PLATE. BLOCKING PROVIDE 2x1 SYP R ADS RAFTER TO OPP SIDE ATTACH TO E CONT. BRACE lW (2) (AS SHOWN) I / (2) TOP PLATE WI (2) 0.182"x3-i/2" NAILS 195t4-12" SOS EACHBRACD�ONAL --------STAGGER SCREWS 012"O.C.. ROWS B" FASTEN SYP OR SPF 2X6(MIN.`O.SB.TOOVERLAPWIDTH) PLATE THRU O.S 8.(� 724'. BEARING WALL �_ TRUSSES PER PLAN SHEATHNG (THICKNESS PER-Ty2x WITH ROOF LOAD BOTTOM PLATE 1-1M" PLAN)TO PRE-ENG TRUSS BELOWW/IWx4-12' REFERTO BEARING (MIN.) 2x LEDGERTOUPPER 2X4 SYP N2 DIAGONAL SIMPSON SOS SCREWS 24 2X6 RI GE BOARD WALL SCHEDULE FOR FLOOR WALL W/ BRACE@ 48' O.C. MAX.PLATE TO TOP CHORD OF CONV. 2x VALLEY RAFTER STUD BASE Ii41312•SMAPSON 45'FROM EACH TRUSS BELOWFASTEN FRAMING I.PRE-ENG VALLEY TRUSSES) CONNECr1SDS SCREW 01S-O.C. HORIZONTAL BRACE O.C. M4x. TO 2x PLATE WITH SIMPSON MTS12 OR BOTTOM PLATE (212x4 TOP PLATE NOT REQUIRED 6' FROM EAVES. LSTA12 CONNECTORS ((5) 0.131" x 2-/2" ANCHORS :FO FIELD FRAMED VALLEY DETAIL NAILS)@Ew RAFTERroPLATEcaNN. �ls BRACING CO! 2 STORY FRAME WALL 2 PER m.AN (2)2x TOP PLATE (2) 2x HEADER SEE PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN - FOR LOCATION 2x BLOCKING W (2) 0.148" 31 M'TOENAX.S EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 0.148' 37la'024"O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN R MORE INFO L� I �� SEE PLAN FOR FLOOR i SYSTEM DIRECTION & MORE INFO I L /2•=1'4r 3/4" FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN, 141r THICK OSS RIM BOARD. ATTACH TO EACH JOIST FLANGE W/ (1)- 0.131' x 2-12' NAIL HGAIQ CENTERED BETWEEN EA FLOOR JOIST, PRE ENGINEERED AND SPACED NO MORE THAN 24' O.C. SCREWW( TRUSSES 0 24" O.C. (3)-IW x 3" SDS SCREWS TO 2x PLATEELOCKING & MAX. PER PLAN (4)-IW 1-12" SOS SCREWSTORM BOARD, SEE ARCHS FOR ROOF WATERPROOFING AND PLATFFBLOCKM: FINISH MIN 2x4 SVP92 PLATE -BLOCKING INSTALLED TIGHT TRUSS ANCHOR (SEE BEEA. FLOOR JOIST. NAILED TO DOUBLE TOP PLAN) PLATE WY 0.131' x 8" NAILS @ 8" O.C. & 2' PROM EA. END, ROOF SHEATHING ATTACHED PER NNUNG SCHEDULE 1-JOIST PER PLAN. (4)-0.131' x 3" TOE -NAILS EA. (JOIST TO DOUBLE J / 2X 02 SPF STIRS @ 78' 2X TOP PLATE. HOISTS PER PLAN. BEARING ON O.C. W EXT. SHEATHING DOUBLE Zx TOP PLATE FROM TOP OF WALL TO BOTTOM OF TRUSS GIRDER ATTACH PER NNUNG SCHEDULE S FLOOR -TO -FLOOR CONNECTION WF10/SD4. F WALL SHEATHING ISNT CONT. LSTA18 STRAPS ARE READ FROM STUDS TO Fl.O0 -8 OCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST GIRDER BELOW' 16" FROM THE EXTERIOR STUD FACE.... F TRUSSES ARE ....OTHERWISE. ADD FLOOR -BLOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED PARALLEL TO WALL. 2x4 @ 24' O.C. MAX, W/ (2)- 0.131ORDS' X YBLS N2 SYP CONT. WI 2 () TO TOP .END.T. BOTTOM CHORDS EA. END. 3M" FLOOR PER 0,14WEACH X NAILS AT ' x FLOOR (BySHEATHING FRAMING FLOIXt FRAMING NOTES. NOTE STUD EACH STIR ATHI TO EA. FA PIECE OF SHEATHING AROOF TTACHED ATTACHED PER FLOOR4ILOCI(ING FLOOR43LO KI FLOOR BEAM SEE PLAN FOR CONNECTION 1 IF TRUSSES ARE PEFIR SEE TRUSS LAYOUT TO WALL. INSTALL 2x4 BLOCKING FOR TRUSS LOCATION W/(2)0.148"x3-1/4" TOE -NAILS EA. &CONNECTION INFO END AND (2) 0.148' x 3-IW NAILS TO EA. STUD. RAOR4LACKRM 1-VB" O.S.B. RIM BOARD OR HJOIST FLOOR43LOCMG SPACED @ 24" O C. MAX, MATCHING FLOOR DEPTH. NAIL FLOOR -SLOW G TO TOP & BOTTOM CHORD OF JOIST W (2)- 0.134" x 3" TOE -NAILS. HGA/0, CENTERED BETWEEN EA PIECE OF ------ FLOOR -BLOCKING. AND SPACED NO MORE THAN 24'0.C. SCREWW/(3)-114"X 3"SDS SCREWS TO Zx PLATE -BLOCKING & (4)-1W x 1-12" SDS SCREWS TO RIM BOARD. FLOOR JOST OR PER PLAN. - -B X 3' ENAI TOLS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 2X TOP PLATE. PLATE410LOCM14M _-__.__ MN. 2x4 SYP@ PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA PIECE OF FLOORALOCKING, NAILED TO DOUBLE TOP PLATE W/ 0.131' x 3" NAILS @ 8. O.C. & 2' FROM EA, END, EXTERIOR WALL SHEATHING PER DETAIL WF70/SD4 2x BOTTOM PLATE PER PLAN, ALL BROW FRAMING (2)­ 0. 131" x 3" NAILS, 2x BOTTOM PLATE TO EACH JOIST SHALL BE IN. 2X4 SYP (AT 24' O.C. MAX) N2, OR P.T. F N CONTACT WITH 0.131"x T NAILS @ 4. O.C. & 2' FROM ENDS AND SPLICES, LEDGER MASONRY & SPACED 2x BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM CONNECTION PER NOT MORE THAN 24" 0A BOARD, BELOW. SLOPE CUT , ROOF SHEATHING AS SQUIRED AND NNUNG PER SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM PLAIN BOARD. (2) ROWS 0.131' x 2-1?NAILS @ 3' O.C. ABOVE WFIO/SD4 FOR SEE PLAN FOR WALL TYPE AND MIN. 2)44 SUB FASCIA AND BELOW SPLICE. REFER TO DETAIL ADDTIONAL INFORMATION. SPECIFICATIONS SLOPE CUT AS REQUIRED. FASCLA PER DESIGN PoM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, FASTEN EACH ADDITIONAL INFORMATION INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. MEMBER, EACH END, W/(3)0.148NY NOT SHOWN THIS DETAIL 0.131"x 3" NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 6" TOE -NAILS MAX, i'-P MN. (5) 0./48"x3" NAILS O.C. & 2' FROM EA. END. & EA. SPLICE. LEDGER Tt WALL CONNECTION AT EACH INSTALLED LEDGER MCIMPn' CMJ: DOUBLE 2x TOP PLATE PER PLAN. MIN. (2)1/4- TAPCONS WY 1-IM' EMBEDMENT INTO CMU 0 16- O.C., 1 • EDGE & ASSEMBLY ALLOWABLE CAPACITIES (LOF =1 6T CIE D DISTANCE ur = 150 MPH. EXP. C MIN. (2) 1M' SOS SCREWS W/ 1-12' EMBEDMENT 0 /8" O.C., 1' EDGE & 4" END MAX. IN -PLANE SHEAR: 335 PLF DISTANCE. BUILDER TO PROVIDE SOLD BLOCKING WITHIN FRAME WALL F MAX UPLIFT: 648 PLF VERTICAL SAID 6 NOT PRESENT AT FASTENER LOCATIONS GISTS) D2 BROW FRAMING DETAIL MAX. t'-0" O.H. 1 12"=1'.0" k j 1 12'=70" EXTERIORWALL SHEATHING PER DETAIL WFIO/SD4 2X BOTTOM PLATE PER PLAN, O. 26. 131- X r HAIUS.2x BOTTOM PLATE TO EACH JOIST (AT 0.131' X T NAILS 04.0.C. & T FROM ENDS AND SPLICES; 2. BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. - MIN. I4,6" THICK OSS RIM BOARD. NAIL TO FLOOR-BLOCK14G W1(I).0A 31" X 2-12' NAIL TOP & BOTTOM. rSPLICE EXTEROR WALL SHEATHING AT CENTER OF RIM BOARD. 2)- ROWS 0.131' x 2-12" HAMS @ 3" O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF101SD4 FOR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS. AND WHERE REWIRED PER RIM BOARD MANUFACTURERS WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. 0.131"X 3' NAILS: RIM BOARD T02x PLATE -BLOCKING as- O.C. & T FROM EA END. & EA SPLICE, DOUBLE N TOP PLATE PER PLAN. ASSEMBLYALLOW'ABLE CAPACITIE (LDF=1.6) V_ =1So MPH. EXP. C MAX. IN4LLANE SHEAR: 335 PLF MAX. UPLIFT: 648 PLF TYP. NON4.OAD BEARING WALL PER PLAN. STUDS 0 24" O.C. MAX. STUD SPACING TO BE REDUCED DOWN TO Is- O.C. MAX. 0 LOCATIONS CARRYBG LOADS SUCH AS CABINETS OR HEAVY SHELVING. HOLD TOP OF NON -LOAD BEARING WALL DOWN i.12" BELOW BOTTOM OF TRUSS BOTTOM CHIC MIN. 2K8 SYP 02 FOR CONVENTIONAL FRAME USE SIMPSON LEDGER FOR LRL26Z W/(9) 0.148.0- NAILS OR FOR CONVENTIONAL PRE-EGINEERRED TRUSS USE SIMPSON FRAME ANDMIN2x6 HGAI0 USING(8)-1/4'x i-la SOSSCREWS SYP N2 FOR PRE.ENGINEEREO SHEATHING PER PLAN TRUSS. ATTACH TO MIN. 2x8 SYP N2 STUDS W/ (2)1M" x I RAFTERS OR 2.4 SYP 412" SIMPSON SIDS SCREWS@Is-O.C. 02 PRE-ENGINEERED i�SEE ROOF TRUSSES MAX: TO GABLE END 24. O.C. MAX. PLAN STUDS W/(2) (5)0.148-4-NAILS FOR 1/4' z 312' SIMPSON CONV. FRAMED SOS SCREWS 0 1S" MEMBERS ONLY O.C. MAX.; TO FASCIA PER MASONRY W/2x6 P.T. COMMUNITY >YP 92 LEDGER W! (2) I W x 3-114' TAPCONS SPECS @1T O.C.ri4�O'MAX 4SYP M20R E-ENGINEERED ROOF W524 W/ TRUSSES IGNED EXT. WALL/TRUSS-12"NALS LE ONLY FOR SHINGLE ONLY a L 2x4 SYP 02 LEDGER. ATTACH TO STUDS OR BEAM WI (2)1 W x 4.l2' S)MPSCN 808 SCREWS" @ IS'O.C, MAX.; TO GABLE END STUDS W/ (2) i i/4'X312* SIMPSONSDS SCREWS 16-O.0 MAX.; TO MASONRY W/2x4 P.T. SYP N2 LEDGER W/ 1 W x 31M• TAPCONS 0 12" O.C. � TYPICAL SHED ROOF DETAIL 12"=1'-0" NON-STRUCTURAL ELEMENTS NOT SHOWN THIS DETNL FOR CLARITY, REFER TO DESIGN OR ARCHITECTURAL PLANS. WALLBOARD CEILING PER FBC-R702A CEILING IS NOT DESIGNEDASA DIAPHRAGM. DRAFT6TOPPIN G \ WHERE REQUIRED PER FBGR 302.12 IN -PLANE SHEAR: 192 P ROOF SHEATHING & NAILING PER ROOF NOTES. O ROOF TRUSSES PER PLAN. U.N.O. ON FRAMING PLAN: (2} S" A. SIMPSON SDWCI5600 SCREWS E TRUSS TO TOP PLATE. REFER TO DETAIL 5MSDWC. 0 �Lp FU✓� ��2 PIN OVERHANG & CORNICE PER DESIGN 0 -' PLANS. 2x SYPi2 SUBFASCA W/(3)- 0.131' x z _ ~ 3' END NAILS TO EA. TRUSS (U.N.O.) DOUBLE 2x TOP PLATE, REFER TO DETAIL U WF07/SD2. (3} 0, 131" x 3" TOE OR END NAILS, F M EA. STUD TO TOP PLATE. < C F U W (1} Er SIMPSON SDWC15600 SCREW, (- INSTALLED TO THE INTERIOR NARROW FACE y z PER 13/BDWC: EA STUD TO TOP PLATE. w f4 a EXT. WALL SHEATHING PER DETAIL WFIOIS04 p O � MID+EIGHT 2. BLOCKING, MATCHING SIZE& SPECIES OF STUDS. NAILED BETWEEN STUDS a W w W/(3H 0.131'x3'TOE OR END NAILS.w r ¢ a � 2. STUDS, SPECIES S PAID SPACING PER Z FRAMING PLAN. SIZE PER DESIGN PLANS. p u V J o" J_ MIN, 12" GYPSUM WALLBOARD PER FBCR7023. _ 5 3/4" FLOOR SHEATHING PER FLOOR W FRAMING NOTES. ¢ r Q x 3• TOE OR END NAILS: EA. STUD r � J BOOT TO BOTTOM PLATE. TO rn O /- FLOOR TRUSSES OR JOISTS PER / FRAMING PLAN. y u0 LL ~ W REFER TO DETAILS WS20 AND z0 Z WS21 ON THIS SHEET FOR FLOOR-TO-FLOOR CONNECTION IJ- W INFORMATION, O w F FLC� W DOUBLE 2. TOP PLATE, REFER TO DETAIL 3 WF07/SD2. (3)- 0.131• x 3" TOE OR END NAILS. EA STUDTO TOP PLATE z o - MIN_ 12' GYPSUM WALLBOARD CEILING PER p. FBCR302.13. EXCEPT WHERE 5/8' TYPE X O GYPSUM WALLBOARD IS REQUIRED PER a FBC-R302.8. CEILING IS NOT DESIGNED AS A 3 - DIAPHRAGM. w �r EXT. WALL SHEATHING PER DETAIL WFIOISD4 t z N MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS WI 0.131' 3" TOE OR ENO NAILS. (3H x o W ' O z¢ 2< STUDS. SPECES AND SPACING PER PER PLANS. 3 r 2ImJ OQto = W Z FRAMING PLAN. SIZE DESIGN T MIN, 12' GYPSUM WALLBOARD PER a = r O FBCR7023. �- 3a' U J X Z xLU 0 (2}4-1/7 SIMPSON SDWC15450 SCREWS, OF y Q 0)INSTALLED PER DETAIL 101 SUMO: EA. STUD TO z I- n' } BOTTOM PLATE. i65 1, MOH F (3H 0.131'x 3"TOE OR END NAILS; EA STUD TO O z BOTTOM PLATE 2x P.T. BOTTOM PLATE. O STRUDTIMAL ENO: TH ATTACHED TO m DRAFTING: FOUNDATION PER DETAIL WF07A/NOTES -- _ _ F? .BTRucr: N & CONNECTOR LEGENDS OC OfECK CC SHEET U N.O. FOUNDATION PER PLAN. JOB Nu STAR-17148 4CMFS(LDF=1B): Q f- �^� AS INDICATED LF DATE: 0N282023 2 w ¢ � U F1 TYPICAL CONNECTION @ GIRDER OR BEAM jo� FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) I� NOT USED I *SO TYPICAL TWO STORY EXTERIOR WALL-1 JOIST o S D 3 3/4--l'-0" 1112=1'-0" 3/4"=1'-0" F O COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WINDOW JACK STUD COLUMN PER PLAN. MIN. (2)- 2. SYP•2 STUDS EACH. (11- VSIMPSONSDWC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL 131SOWC) (TWO SCREWS TOTAL). HOLD CRIPPLE STUD BELOW SILL PLATE SHORT TO ALLOW PROPER INSTALLATION OF SDWF SCREW. NAILTOJACKSTJDSW/MN.(4}0A31" x 3' NAILS. FLOOR SYSTEM PER PLAN SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP PLATE PER PLAN DOUBLE 2x TOP PLATE PER PLAN. - MIN. (2H 2x SYPI2 STUDS MATCHING SIZE OF COLUMN ABOVE CENTERED BELOW JACK STUD I COLUMN. ACROSS FLOOR 110,41" COLUMN. OR JACK & KING STUDS PER PLAN. - MIN. (4)-2x STUDS. (2H 4-12" SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL IOSDWC) FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WIT IN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN (1)-8' SIMPSON SDWC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL INSDNJC) (TWO SCREWS TOTAL). (3)-SIMPSON SDVF2724-TUW SCREWS: ONE ON EACH SIDE OF COLUN W//MAX. 1' FROM EDGE OF WASHER TO COLUMN, AND ONE CENTERED BETWEEN COLUMNS. (2). 8' SIMPSON SDWC SCREWS INTO NARROW FACE OF STUD COLUMNS (SIMILAR TO DETAIL 13/SDWC) 14 SCREWS TOTAL. (I).4 W- SIMPSON SOWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13SOM) (TWO SCREWS TOTAL) (2). 4-12' SIMPSON SDWC SCREWS INTO WIOE FACE (PER DETAIL iWSDWC) (2)- 6 WSON SDVW2724-TUW SCREWS EACH SIDE OF COLUMN W/MAX. V FROM EDGE OF WASHER TO COLUMN. COLUMN, OR JACK & KING STUDS PER PLAN. MN.(4}2x STUDS. (2)- 4-12 SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL IMDWC) FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PUTS PER RAN DOUBLE 2. TOP PLATE PER PLAN. HEADER PER PLAN. COLUMN. OR JACK & KING STUDS PER PLAN. - MN. (4H 2x STUDS. (2). 4-12' SIMPSON SOWC SCREWS INTO WOE FACE (PER DETAIL 10ISOWC) FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN UPSET HEADER 1 12' O.C. DOWNSET HEADER DOUBLE 2x TOP PLATE PER PLAN.---'--_�_ DOUBLE ZI TOP PLATE PER PLAN. M- 1 (1)-8' SIMPSON SDWC SCREW INTO WIDE FACE 1)- 6- SDWC SCREW INTO WIDE FACE z I i PER DETAIL f0'SDWC) OR NARROW FACE (PER IN (PER DETAIL 10/SpWC) OR NARROW FACE (PER DETAIL MN. HF SYPl2 CRIPPLE STIRS MATCHING DETAIL 131SDWC). _ DETAIL 131SDWC). SIZE OF COLUMN ABOVE, CENTERED BELOW `� COLUMN PER PLAN, ALIGNED WITH COLUMN SCREW INTO NARROW COLUMN CRIPPLE LENGTH TO SE r MIN. \ ABOVE. MN. (4)- 2. STUDS. FACE OF EACH INTERIOR FACE OF EACH INTERIOR STUD (SIMILAR TO MEAGER PER PLAN. '--- \ DETAIL 1350WC) (2 SCREWS TOTAL). ISO COLUMN TO COLUMN CONNECTION ACROSS FLOOR UPLIFT CONN. CAPACITIES: 4)sowctse�: lees•0• COLUMN TO HEADER CONNECTION ACROSS FLOOR 1'=1'4)"09� (8130ND16450: 197 1'=1141' (2)SDNF2724: 2832s EXTERIOR WALL SHEATHING NOTES: ' f • • . 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN 1M2" EXPOSURE 1 OR WIT STRUCTURAL 1 & EXPOSURE / RATED SHEATHING. EXTERIOR WALL SHEATHING CAN BE INSTALLED EITHER VERTICALLY OR a , /• HORIZONTALLY. REFER TO CLADDING MANUFACTURERS WRITTEN 0 • • f.-• SPECIFICATIONS AND/OR CODE REGULATIONS FOR MINIMUM REQUIREMENTS ♦ a / • r f 2.i/8•MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND EN z �'� JOINTS. IV MAX GAP SHALL BE MAINTAINED AND VERIFIED, EXCEPTION: 10 O , • • . z f GAP AT PANEL SPLICE WHEN CENTERED ON MIN. i-1/8' THICK WOOD 7 r r-+• ' STRUCTURAL PANEL (O.S.B.) RIM BOARD, F NAILS ARE 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. OVERDRIVEN, THE ENTIRE SHEATHING PANEL SHALL BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE FASTENERS AROUND THE PERIMETER • fi "• • l OF SHEATHING ARE OVERDRNEµ CONTACT THE E.O.R. FOR ADDITIONAL -• • a . •. , REVIEW TURD EVALUATION 4.EXTERKXR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR-101C TO TYP. PANEL SPLICE AT RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTIONS ARE C REQUIRED WHEN SPECIFIED ON FRAMING PLANS) ANDIOR FRAMING DETAILS. , DOUBLE TOP EXTERIOR WALL SHEATHING SHALL EXTEND PLATE PER PLAN r TO THE TOP OF THE DOUBLE TOP PLATE. /J NAIL EXT. WALL S/EJITHING TO DOUBLE TOP PLATE W (2} BONS (1131-.2-1/2' NAILS 03_ O,c. STAGGERED 1-U7 3 OC 4 112 STAGGER ' /+ EXTERIOR WALL [ SHEATHING i �\ z / w l TYP. NAILING AT DOUBLE TOP PLATE (1)- 4-1/7 SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 1390WC) (TWO SCREWS TOTAL) (2)-4-Ur SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10'SOWC) (2)- SIMPSON SOVIF27244UN/ SCREWS EACH SIDE OF COLUMN VO MAX. I"FROM EDGE OF WASHER TO COLUMN, (4). 6- SIMPSON So= SCREWS INTO INTERIOR FACE OF HEADER (SIMILAR TO DETAIL 13SDWCL SPACED AT i-VT O.C. & CENTERED UNDER COLUMN ABOVE. (I)- 4-1/2' SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13S17WC) (TWO SCREWS TOTAL) (Z)-41/2' SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10/SDWC) Rh SIMPSON SOVF2724-TUW SCREWS EACH SIDE OF COLUMN WI MAX. 1' FROM EDGE OF WASHER TO COLUMN. H)-6' SIMPSON SDWC SCREWS INTO NARROW FACE OF CRIPPLE STUDS AT TOP & BOTTOM (SIMILAR TO DETAIL 13ISOWC). 1800• 1970• 1. - -.II SEE PLAN FOR MC INFORMATION SEE FLOOR FRAMI PLAN FOR FLOOR SYSTEM INFO. SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS WIl 0.148•X 3-1W SINN (2) 2x TOP PLATE 2x 1ST FLOOR STI SEE PLAN FOR MI INFORMATION FOUNDATION PEF RAN SIMSPON MSTC40 2ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148•X 34W SINKERS ATTACH 2x STUDS W (3) Z, STUDS (2) 0.162-% 372' NAILS 0 6" O.C. CAUFORNIA CORNER B-B SIMSPON MSTC40 2ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148'X 34W SINKERS i (3)2. SULT UP COLUMN ATTACH PER NAILING SCHEDULE ATTACH 2. STUDS W/ (2) 0.182'X 3-10NAILS (4) Z, STUDS 08'O.C. ALTERNATIVE STRAP, ) (2} CS20 COL STRAPS COLUMN TO (4) 2x STUDS 1 COLUMN W MIN. 9• END LENGTHS & (14H 0.131- x 242' NAILS EACH END. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM. - HTT4 W/ EAT ALL ATTACH 2X TO THREAD ROD, T MIN. ! STUDS W (2) R( EMBED. W/ SIMPSON OF 0.162'X }12' SET EPDXY OR EQ. NAILS a6.O.C. MIFDRNIA CORNER AA ATTACH COLUMN YIN (18)0.146'%2-12'NAILS i l4VS09� 2-STORY CORNER FRAMING ATTACHMENT -FRAME 3/4•=7•-0' HT74 W 5W ALL THREAD ROD. T .-- EMBED. W/SIMPSON (3) 2x BUILT UP STUD SET EPDXY Oft ED. COLUMN ATTACH PER WIF _ ATTACH COLUMN W (te)0,14W X 2-1/2- NAILS i ATTACH 2x TO BUILT j UP STUD COUJMN W/ (2) ROWS OF 0.162"X 3-12" NAILS 06" O.C. STANDARD CORNER AA NAIL WALL SHEATHING '', 3ie' �" NAIL EXT. WALL %� I SNEATHIN(3 PER PLAN ATTACH PER NAILING O PANELSTO RIMBOARD .', I /, sHEATHNW AT VERTIca. PANEL JOINTS ('EDGE 2x STUDS,SEE If ULE 0 W (2} ROWS 0.131' X VW 2" NAILS .1 3- D.C.D NAIL SHEATHING TO EACH ` NAILING W 0.111'x 2-12" NAILS 0 6" O.C. FRAMING PLAN FORSCH SPACING AND GRADE 2x BOTTOM PLATE' (1) SIMPSON SDWC NOTE. y WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN STAGGERED Li INTERMEDIATE U O , MAINTAIN 3/8" TO EDGE AND SEE ARCH PLAN ...... SCREW 6" O,C. WINDO I CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND O MAINTAIN MIN. 3N" FROM O STUD MN THE / OF PANEL STAGGER TO VERIFY SIZE & 8' FOM ENDS AND BOTTOM AND EACH SIDE OF OPENING W/ (2) A30 CUPS TO TRANSFER a EDGE OF PANEL o FIELD'9 W 0.131 V ' NAILING ON EACH SIDE 314' FLOOR SHEATHING SPLICES. SCREW TO BE LATERAL LOADS " " x 2-12' NAILS ® O T OC AT 17 OF PANEL JOINT. ATTACHED PER FLOOR INSTALLED TO CENTER -SOLID SFEATHMO SIMPSON LSTA24 0 O C. NAILING NOTES OF RIM BOARD BELOW STRAP W/(22)0.148' % HEADER V SHEATHING SPLICE AT THE MAINTAIN iMr GAP S 3• NAILS. BEND STRAP SIMPSON SIR W (6) r MID -HEIGHT OF RIM BOARD, MAINTAIN 12" GAP BETV.EEN PANELS RIM BOARD BLOCKING ' OVER TOP PLATE MAX R'4 0.14T xi-12' 0 24" O.C. rn BETWEEN PANELS. C 24' O.C. MAX 3". THEN RUN DOWNR'r (USE SPB 01x6 STUDS O MIN. 2x STUD CENTERED ATTACH TO DOUBLE Y FACE OF JAMS & BPS 0 2x8 STUDS) y EXTERIOR WALL ON VERTICAL PANEL TOP PLATE USING (1) ; STUOSMEADER. p SHEATHING 1 JOINT . SIMPSON A34 (ONLY READ IF WALL (2) 2x SPF TOP PLATE z RIM EXTERIOR WALL RIM BOARD PER TRUSS SHEATHING CANT BE U.N.O.ON PLAN or " SHEATHING I.IOST024'OC MANUFACTURER. INSTALLED AS HEADER -SEE 'No ZD TYP-VERTICAL EDGE&FIELD NAILING (MAX) ATTACH TO EACH JOIST INDICATED) FLOOR PLAN FOR MIN, D ATTACH RIM BOARD TO BEAM FLANGE W/ (1) 0./31' x EXTERIOR SHEATHING HEADER SIZE & REOD i-mr.v-T 2-12' NAIL FROM TOP OF WALL JAMB STUDS r BELOW USING(1) SIMPSON (1)R0W0A31"x2-trz' TO BOTTOM OF FLOOR A35 18" O.C. MAX & 6' FROM NAILS 0 3" O.C. WALL SYSTEM (RIBBON / • .'i • f`, • • • ' ENDS&SPLICES SHEATHING TO BEAM)ATTACHED PER • f • •.' BEAM OR FLOOR RIMBOARD NAILING SCHEDULE IF TE: REFER TO IF HEADER IS UPSET O HALL ENT. VALL SHEATHING TO HEADER W • . . - GIRDER PER PLAN (2) ROWS 0 131" x 2-12SHEATHING CAN NOT z 0.131' x 2-1? NAILS C Ir O.C. TOP & BOTTOM MAINTAINING 3W EDGE DISTANCE. AT EA END OF HEADER, NAIL SHEATHING TO HEADER W (e). 0.131' x 2-12' NAILS. NAIL EXT. NAIL SHEATHING TO TOP SILL PLA1 W 0,131' x2.12' NAILS 08'O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS 0.131"x 2-12' NAILS 0 TOP & BOTTOM, & THEI 6"O.C. J EXTERIOR WALL 8'O.C. 8'OC7,7 NAIL EXT. WALL SHEATH NG TO SILL PLATE Wf -------- SHEATHING 0.131' x 2-12" NAILS 0 6" O.C. Oa NAILEXT. WALL SHEATHING TO CRIPPLE..0 ..V FRAMING W0.131•x2-12'NAILSOTOP& V • p BOTTOM&THEN B' OC.AT PANEL EDGES& 12' p - i PANEL OC. IN THE FIELD. AT V73RTICAl JOINTS. REFER TO DETAIL (D). - A NAIL EXT. WALL \ ix BOTTOM PLATE PER PLAN • •R. SHEATHING TO 2x ..__......N SHEATHING 0.1r , . MAINTAIN BETWEENSHEATHING Or O.C. MAINTAIN AND FOUNDATION OR- 3l4'TOPANEL EDGE . MASONRY. Ft TYP. EXTERIOR SHEATHING DETAIL (2-STORY ) %1 TYP. NAILING AT BOTTOM PLATE TYP. SHEATHING & NAILING AT OPENINGS 12'=1'-0" 1-12'=1'4T 142'=11-0• COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the .GIST MAIN SPECSI AND WNDOW IS NAILS 0 3. O.C. WALL BE INSTALLED AS o OR BLOCKING LOWER (1)2x SILL C QUIREMENTS SHEATHING BE INDICATED, PLATEWI (P) xT. x 3" O BOTTOM OF BEAM CONTRACTOR TO cx INSTALL LSTA24& HEADS O ENI < PARALLEL TRUSS TO DROPPED BEAM LSTA30 AS SHOWN HEADER OPENINGS Z LESS THAN 4FT:(i) 2x O 3W=1'-0' .&,:rT SILL MITE W/ (2) %1 NOT USED Ixpressed, written consent of MONTA CONSULTING & DESIGN. 01 0.148" x 9' TOE -NAILS. p OPENING LARGER THAN 4FT(2) 2x SILL i PLATE W1 A35 CLIPS EACH SIDE W/ 2x 21 CRIPPLES 0Is- O.C. p Wi(2)0.148"x3" O TOENAILS T&8 z (PLYWOOD SHEATHING 3 REDID T&S) a THAN 6'BUT LESS r THAN 6' O SIMPSON LSTA30 O STRAP CENTERED \ BETWEEN COLLMiN& - GNDEWBEAM BELOW rn W (22)0.148" X 3• SEE FRAMING PLAN m NAILS. (ONLY READ IF FOR FLOOR - WALL SHEATHING CONNECTION j CANT BE INSTALLED AS INDICATED) . - - FLOOR ORDER OR ._... BEAM i HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/411i 0" r WMR & ASSOCIATES, LLC is strictly prohibited. (2) Zx SILL AT WINDOW W/2x CRIPPLE STUDS AT EA. END NAILED TO STUDPACK W/0.148"x 3- NAILS 0 8" O.C. THEN STUDS 0 1S- O.C. ATTACH SILL W/ (2) 0.148• x 3' TOE -NAILS AT EA END OF SILL (MAX OPENG WOTH4'-0-). USE A35 CUP AT EA END FOR OPENINGS GREATER XXXXI%111IIIfill, LU t Iff CV D a G •• {'i • III je O• W Q: N VN •• \O ,tit, Fl" 11�% 0, G c f- W N� LL = C� U10 O M M__ 4`L`L� O ia ¢M0 L�iE I- F 9 Ma C v or U E o • STRVCI JV - QC CHECK: CC O 'Os- STAR-17148 SCALE: AS INDICATED Lq WE 08I282023 ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW ---------- USING (1) SIMPSON SDWF2724 (027, 24') SCREW @ 24' O.C. MAX. MAINTAINING S' FROM ENDS AND SPLICES 2x4 SYP//2 RIM -BLOCKING BEHIND RIM BOARD, NAIL TO RIM EXTERIOR WALL SHEATHING PER DETAIL WF10/SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEARWALL BOARD W/ (2)-0.131"x 3" MAILS 2 W O.C. HEDULE LLO- OF NAILING INDICATED ON DETAIL WF10 FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST IT FROM THE EXTERIOR STUD FACE.... ._.OTHERWSE, ADD FLOOR43LOCKING BETWEEN THE NEXT FLOOR JOIST. SPACED / 2. BOTTOM PLATE PER PLAN. - X 9 NAIL S. 2z BOTTOM PLATE TO EACH JOIST (AT o ZC O.C. MAX W O)} 0.131' x 3' TOE-NA&S (2}0.131' 24" O.C. MAX). TO TOP & BOTTOM CHORDS EA. END. IN. 1'-4" 3M' FLOOR SHEATHING (2}0.131• x 3' NAILS ® T O.C. & 2" FROM ENDS AND SPLICES; B} 0.131• x 2-1R' NAILS: fLOOR PER FLOOR FRAMING �-NOTES 2. 80TTGA PLATE TO RN BOARD/RIM BOARD BLOCKING. SHEATHING TO EA. PIECE OF CENTER NAILS ON RIM BOARO'M BOARD BLOCKING. R FLOORBLOCKING. MIN. 1.118 THICKOSS RN BOARD. NAIL TO FLOORaLOCKING W (1). 0.131- X 2-1 4 NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RN y BOARD. (2). ROWS 0.131'x 2-UP NAILS ®3'OC. ABOVE . .-........ ............... 1-1R" O.S.B. RIM BOARD OR 4J01ST - AND BELOW SPLICE. REFER TO DETAIL WF101 SD4FOR ADDITIONAL INFORMATION. FLOOR BLOCKING SPACED 0 24. O.C. MAX � MATCHING FLOOR DEPTH. NAIL FLOOR4iLOCKING TO TOP & 80TTOM CHORD -~ BELOW CONCENTRATED LOADS, AND WHERE OF JOIST W (2)- 0.131' x 3" TOE -NAILS. REQUIRED PER RIM BOARD MANUFACTURER'S INSTALL SQUASH �WRTTENSPIECIFICATICNS, BLACKING MT14N THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. (2}0.131• x 3• NAILS: RIM BOARD TO 2x PATE -BLOCKING {� FLOOR JOIST OR PER PLAN. - 3" O C. & Y FRG4 EA END. & EA SPLICE. (4)- 0.131-X 3' TOE NAILS EA PIECE OF DOUBLE 2. TOP PLATE PER PUN FLO0R80CKIING TO DOUBLE 2. TOP PLATE MTE411LOCIWO: MIN.(2).2x4 SYP*2 PATE -BLOCKING INSTALLED TIGHT BETWEEN EA PIECE OF FLOORBLOCKING. SCREWED TO DOUBLE TOP ASSEMBLY ALLOWABLE CAPACITIES (LDF: 16) PLATE W T SIMPSON So$ SCREWS ® 4' O.C. & 2' FROM EA END. VOLT =150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLFM0 2FLOOR). 1060 PLF (1ST FLOOR) MAX. UPLIFT: 425 PLF 10 FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) x 1 WR 1'-0' NON-STRUCTURAL ELEMENTS ROT SHDVM THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHRECTIXiAL PLANS. ROOF TRUSSES PER PLAN. MN. 1/2" GYPSUM WALLBOARD CEIUNG PER FBGR7023. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)-6" SIMPSON SDWCISS00 SCREW, - INSTALLED TO THE INTERIOR NARROW FACE PER /3ASDWC; EA. STUD TO TOP PLATE. MIN. 12" GYPSUM WALLBOARD PER FBCR702.3. ROOF SHEATHING & NAILING PER ROOF NOTES. F2x SYPNQ VERTICAL BLOCKING BETWEEN EA. TRUSS. (I). W SIMPSON SDWC SCREW TO FROM TOP PLATE TO BLOCKING ON EA. END (TWO SCREWS PER EACH PIECE OF BLOCKING)LNAIL ROOF SHEATHING TO BLOCKING WITH RSRS-0110.1 i3"#-38') RING SHANK NAILS 0 4- O.C. MAX. U.N.O. ON FRAMING PLAN: (2)-8" SIMPSON SDWC15S00 SCREWS EA TRUSS TO TOP PLATE. REFER TO DETAIL SISDWC. FLOOR PLATE PUN OVERHANG & CORNICE PER DESIGN PLANS. 2. SYPY2 SUBFASCIA W (3)- (1131' x 3" END NAILS TO EA. TRUSS (U.N.O.) DOUBLE 2. TOP PLATE. REFER TO DETAIL WF07ISD2. (J)-O.i31"x3"TOE OR END NAILS, EA. STUD TO TOP PLATE, EXT. WALL SHEATHING PER DETAIL WFI0/SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O.OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS, NAILED BETWEEN STUDS WI (3} 0.131' x 3" TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS (2) 4-12" SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 1DISDWC; EA STUD TO BOTTOM PLAT (3} 0, i Ji' x 3' TOE OR END NAILS; EA, Si1D TO BOTTOM PLATE. 3/4' FLOOR SHEATHING PER FLOOR _ - - FLOOR TRUSSES OR JOISTS PER FRAMING NOTES. FRAMING PLAN. 1\� ORAFTSTOPPING `�1r REFER TO DETAILS WS107 (FOR IJOIST) OR WHERE W5125 (FOR FLOOR TRUSS) ON THIS SHEET `� REQUIRED PER FOR FLOOR-TOfL00R CONNECTION FB6R 302.12 INFORMATION. FLOOR PLATE PLAN MIN, 12" GYPSUM WALLBOARD CEILING PER ',DOUBLE 2x TOP PLATE. REFER TO DETAIL F8GR302.t3. EXCEPT WHERE Y8' TYPE X WPo7ISDZ. (3} 0.131' x 3' TOE OR END NAILS, GYPSUM WALLBOARD IS REWIRED PER EA STUD TO TOP PATE. FBC-R .6. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1 } S" SIMPSON SDWC15600 SCREW, EXT. WALL SHEATHING PER DETAIL WFIO/SD4 INSTALLED TO THE INTERIOR NARROW FACE ALL PANEL EDGES SHALL BE NAILED PER PER 13/SDWC: EA STUD TO TOP PLATE SHEAR WALL SCHEDULE I.LO.OF NAILING INDICATED ON DETAIL WF10 MD -HEIGHT 2, BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/(3} 0.131'x3'TOE OR END NAILS. INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PI FRAMING PLAN 2x P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER DETAIL WF07A ON NOTES CONNECTOR LEGEND SHEET U.N.O.ANC HOR SOLTS SHALL BE INSTAI AT 12" O.C. MAX. ASSEMBLY ALLOWABLE CAPACITIES (LDF: t B MAX. WRIANE SHEAR: 335 PLF (2N0 FLOOR) 1080 FLY (1 ST FLOOR) MAX. UPLIFT : N2 PLf A4 HIGH SHEAR TWO STORY EXTERIOR WALL Y4'1'-0 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2} 4-1/2" SIMPSON SDWC15450 SCREWr, INSTALLED PER DETAIL 10f SDWC; EA. STUD TO BOTTOM PLATE. (3} 0.131'x 3' TOE OR END NAILS; EA STUD TO BOTTOM PATE. FOUNDATION PER PLAN. ELEVATION J 52 P si I j w ORF Zj Q C C O Gy�. g ¢f O i€ co at o�D Z Hwn a 0 v In U) 0 2 m J Q 2 W Z - O F (3 X W W W}O W to4D F • STRUCTURAL EW.. TH 3-STRUCT: JV OOCHECK CC O w JOB W. BTAR-17148 i SCALE_ AS INDICATED DATE'. IIIITA20D 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. W-0- HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES I/Z GYPSUM WALLBOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY 6XUW.V3" IS USED). SEE DESIGN PLANS, 12" GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3.12' THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAMTES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 12• GYPSUM WALLBOARD PER U373/PW i, U336PW2, U347/PW4, OR V3/ VPW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.086' x 1-5f ' LONG, 1554' HEAD) COOLER NAILS OR No. 8 TYPE W DRYWALL SCREWS (MIN. 1-1/4" LONG). ALL FASTENERS SHALL REINSTALLED Q MAX 4.O G Q ALL SUPPORTED EDGES & 12' O C. IN FIELD (3)-0.131" X Y TOE OR END NAILS, EA. STUD TO BOTTOM PLATE. EA. SIDE OF PARTY WPLL� (1)-6" SIMPSON SDVVC156DD SCREW EACH STUD To BOTTOM PLATE PER I IISDWC, (EACH SIDE OF PARTY WALL). MIN. 2.4 SYP I2 BOTTOM RATE. ATTACH TO — CENTER OF RIM BOARD BELOW USING (1) SIMPSON SDWCI5600 (0./52 x 6") SCREW Q 24" O.C. MAX MAINTAIN 6" FROM ENDS & SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE — BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (0.27 x 24ry SCREW Q 32" O.C. MAX MAINTAIN W FROM ENDS AND SPLICES PRE-ENG. FLOOR SYSTEM FIRE BLOCKING EA. SIDE OF PARTY WALLAS REWIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, - EACH SIDE OF PARTY WALL, USING (1) SIMPSON SDWC 158DO SCREW Q 24" O.C. MAX & 6" FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD, MIN. 3.3µ^ / PENETRATION TO RIM BOARD. (1} 8" SIMPSON SDWC15600 SCREW, EACH STUD TO TOP PLATE PER 11/SDWC, (EACH SIDE OF PARTY WALL). 12- GYPSUM WALLBOARD PER U3731PWI, U335PW2 U347/PW4, OR V344FW5 EACH SIDE OF PARTY WAU FASTENED USING MIN. 5d (0.086" x 1-W LONG, I $I& HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (AIR 1-19" LONG). ALL FASTENERS SHALL 13E INSTALLED Q MAX 4" O.C. Q ALL SUPPORTED EDGES & 12" O.C. INFIELD MIN 20 SYP E2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAYBE SPACED AT 36.O.C. MAX & WITHIN 8" OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: - UPLIFT - 270 PLF - IN PLANE SHEAR - 250 PLF PARTY WALL V2 3/4- HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15600 (0.152.6) SCREW Q 48" OC & 6• FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL, SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO - ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15S00 (0.152 x V) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373/PINt, U33MN2, U3471PW4, OR V3444 W5 MIN. 2x4 SYP I2 STUDS Q 16- O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL 3A' FLOOR SHEATHING EACH SIDE OF PARTY WALL. ATTACH PER NAILING SCHEDULE PRE-ENG. FLOOR SYSTEM DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U373PWI. U336M N2 U3471PW4. OR V344PM MIN. 2x4 SYP F2 STUDS Q 18' O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (I SIMPSON SOWC15/50 (0.152z 442') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETESLABAND FOUNDATION INFORMATION TYPICAL PARTY WALL SECTION (VE) 12"=1'4Y COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property r{ PARTY WALL 4'-0"+ HALF PARTY WALL WIDTH I0439•+ HALF PARTY WALL WIDTH FIRE RETARDANT 1 FIRE RETARDANT TREATED ROOF SHEATHING I TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 12" GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY BXUV.V344I$ USED), SEE DESIGN PLANS la GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3-12" THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAMTIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED I- GYPSUM WALLBOARD PER U373?W,, U338PW1, U347/PN4, OR V344/PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.088• x 1-SB" LONG, 155V HEAD) COOLER NAILS OR No.6 TYPE INDRYWALL SCREWS (MIN. 1-1/4' LONG). ALL FASTENERS SMALL BE INSTALLED Q MAX 4' O.C. Q ALL SUPPORTED EDGES & 12' O.C. IN FIELD ATTACH EACH STUD TO BOTTOM PLATE USING (I) SMPSON SDWC15450 (0.152 x 4-12)SCREV CONNECT 2ND FLOOR WALL B1 PLATE TO 1 ST FLOOR DOUBLE TOP PLATE VW (2)1N• x 4-12' S SCREWS Q 1Y O.C. AND 6" FR4 END OF WALLS. ALL SPLICES T BE STAGGERED MIN. 48' V2" GYPSUM WALLBOARD PER U373/PWI, U33&PW2, U347/PW4, OR V344/PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.086' x ,-SW LONG 1564 HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-1/4' LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX 4" O.C. Q ALL SUPPORTED EDGES & 12" O.C. INFIELD 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 & CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 36" O C. MAX & WITHIN W OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CARACmES: -UPLIFT-270PLF - IN PURE SHEAR. 250 PLF ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15600 (0. 152 x 6') SCREW Q 4W OC & 8" FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE Of PARTY WALL. SEE WFOV SD2FGR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDVYC15500 (0.152 x e") SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U37VPW 1, U33BIPW2, U3471'W4, OR V344IPW5 INSTALLED TIGHT TO ROOF SHEATHING, MIN. 2x4 SYP 02 STUDS Q 12" 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)1A" x 4-W' SOS SCREWS Q 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 WF07B02 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCI5600 (0.152 x V) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U37M W7, LeWPMY2, U347d W 1, OR V344/PW5 MIN. 2x4 SYP I2 STUDS Q 12' O.C. VWMID-HEWALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4A Q-) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4'-0" HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES ,rP GYPSUM WALL BOARD EACH SIDE OF PARTY WALLPER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV.V344 IS USED), SEE DESIGN PLANS. Ia-GYPSUM WALLBOARD MAY BE SUBSTITUTED W/ MIN. 3-1/2' THICK GLASS F18ER OR MINERAL VAOL INSULATION COMPLETELY FILL THE STUD CAVITIES ROOF BEARING FIGT. REFER TO PLANS ,2" GYPSUM WALLBOARD PER U373F W 1, U336PW2, U3171PI", OR V344PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd (0.086' x AS5W LONG, 15/84' HEAD) COOLER NAILS OR No. 6 TYPE W DRYWALL SCREWS (MIN 1.1A- LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX C O.C. Q ALL SUPPORTED EDGES & 12" O.C. IN FIELD MIN, 2.4 SYP I2 STUDS Q 16" O.C. W/ MID44EIGHT WALL BLOCKING EACH SIDE OF PARTY WALL (1). 6• SIMPSON SDWC15600 SCREW. EACH STUD TO BOTTOM PLATE PER 11BDWC, (EACH SIDE OF PARTY WALL). 2x BOTTOM PLATE, FASTEN TO FLOOR SYSTEM WI0 ) SIMPSON 6" SDWC SCREW (SDWC1 %W) Q 24" O.C. & 4" FROM ENDS & SPLICES. AT PERPENDICULAR FLOOR: CENTER SCREW IN RIM BOARD. AT PARALLEL FLOOR: SCREW INTO 8EAWTRUSS, STAGGERING IN BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE — BELOW USING (1) SIMPSON SDVW2724 1027 x 24y SCREW Q 32" OD. MAX. MAINTAIN W FROM ENDS AND SPLICES PRE.ENG. FLOOR SYSTEM FIRE BLOCKING EA. SIDE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP — PLATE, USING (1) SIMPSON SDWC1 SWO SCREW Q 24' O.C. MAX & e" FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN, 3-,V4" PENETRATION TO RIM BOARD. (1)-6-SIMPSON SDWC15WO SCREW, EACH STUD TOP PLATE PER 11 /SDWC, REACH SIDE OF PARTY WALL). MIN. 2x4 SYP I2 STUDS Q 16" O.C. W/ — MIDHEIGHT WALL BLOCKING 12' GYPSUM WALLBOARD PER U377RANt, U336/PW2 U34TWA, OR V344A W5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.086" x t 6M" LONG, 15M34 HEAD) COOLER NAILS OR No, 6 TYPE W DRYWALL SCREWS (MIN. TAW LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX P O.C. Q 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& 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 PLF 4'-2 3/4" • HALF PARTY WALL WIDTH PARTY WALL FIRE RETARDANT TREATED ROOF SHEATHING ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15880 (0.152 x 6") SCREW Q 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/SD2 FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15600 (0.152 x 6") SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER L1373/PWt, U336FW2. U347/PW4, OR V344/PW5 INSTALLED TIGHT TO ROOF SHEATHING. MIN. 2x4 SYP 12 STUDS Q 12' O.C. W/MID HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWCI5150 (0.152 x 4.1rP) SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2)114" It 4-1/r SDS SCREWS Q 12" O.G. AND 6" FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN. 4W 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 SDWCl5600 (0,152 X 6") SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373PW1, LWWW2, U347/PW4, OR V344N W5 MIN. 2x4 SYP I2 STUDS Q 12" O.C. W/MID-HEIGHTWALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SOWC15450 (0.152 x F12•) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION WO TYPICAL PARTY WALL SECTION (VE) I TYPICAL PARTY WALL SECTION (VE) IQ" 11-0- f MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I a �1 - f3a iLl Z w O F to v 13 J Q Zia O �s O m ZUJ —ICI � F N Q LLI 18 _ co 4 Z# O G ' 93 V y C W 5 0 U X U J - iQ2 -j d z - 2 itLUO �m 5181RUC11RALENG: TH o OC GIECK: CC AS INDICAT � w JOB Na $TAR-1]748 �r SCNE. ED 6w (1) SIMPSON HTT4 W/ (1) SM- THREADED ROD, 7" MIN. EMBEDMENTWI SIMPSON SET-XP EPDXY OR ED. ATTACH TO COLUMN W/ (18) 0.162" x 2-12' NAILS 2X SEPARATION FRAME l WALL TOP & BOTTOM PLATES SHALL RUN CONTINUOUS PAST ADJACENT FRAME WALL TO END OF SLAB 2x SEPARATION WALL FRAMING .C'1FlT I FIRE BAITED WALL —� m(p(>d ASSEMBLY PER��jf_�71Fn$yIIIL1ll— U373/PW1, U338/PW2, U347/PN4, OR V3441PW51NSTA. TIGHT TO ROOF SHEATHING WALL SHEATHING SHALL BE INSTALLED AS A CONTINUOUS SHEET FROM DOOR OPENING TO BUILDING CORNER W/ NAILING PER WF10a MN DOOR OPENING INTERSECTING 2x FRAME WALL SHALL BE SCREWED TO MIN. (3) PLY BUILT UP COLUMN WITHIN SEPARATION FRAME WALL WI (2) 1/4• SIMPSON SDS SCREWS INSTALLED 4" ROM TOP & BOTTOM, 1-1n" EDGE DISTANCE, OTHERWISE SPACED 6 12' O.C. STAGGERED&"MAX 4'4' d HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING ROOF SHEATHING AND FASTENING PER NAILING SCHEDULE 12" GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY BXUIV.V344 IS USED). SEE DESIGN PLANS 12" GYPSUM WALL BOARD MAYBE SUBSTITUTED Wf 1 MIN. 312' THICK GLASS FIBER OR �I••Ipl,^ MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES HGA10t& 48' O.C.BB'FROMEA ENDOFTRUSS. — CON C%R MAY USE SIMPSON SDWC SCREWS Q 8" O.C. & 4" FROM ENDS PER 2A/SDWC ROOF BEARING HG_T. Y f�f:R TO PLAINS —� FIRE BLOCKING AS REQUIRED EACH WALL STUD OR EACH BUILT LIP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W1 (1) SIMPSON SCWC 15600 6" SCREW MIG-POINT BLOCKING BETWEEN STUDS U.N.O. ON FRAMING PLANE 12' GYPSUM WALLBOARD WALL W/ 5d COOLER �O.OBB'k 7-5/8"LONG 75/8/"HEAD OR1EW RYWALL SCREWS•i-7M'LONG 404 O.C.ON EDG & 12' O.C. IN FELD (1)- (r SIMPSON SDWC156DO SCREW, EACH STUO TO BOTTOM PLATE PER 11)SDWC. 4 41' i• HALF PARTY WAIL WIDTH FIRE RETARDANT (L PARTY WALL TREATED ROOF SHEATHING ATTACH SHEATHNG TO FRAME WALL DOUBLE TOP PLATE VWRSRS-01 NAILS P SPACING PER GL A A SHINE ROOF TABLE ON S7. ROV{DE SHIM I MATCHING PITCH OF ROOF TO FILL GAP BETWEEN I TOP PLATE & SHEATHING F REQUIRED MIN, 2x4 SYP 02 BOTTOM PLATE. ATTACH TO CENTER OF RIM BOARD BELOW USING ).131"z 3" NAILS @4.O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW @ ING32' 4, MAX, AIN AIN S' FROM ENDS A SCREW 32" O.0 MAX. MAILMAN 8" FROM ENDS ANDSPUCES FIRE BLOCKING AS REWIRED 3M' FLOOR SHEATHING -- FASTEN PER PLAN PRE{NAG-FLOOR SYSTEM ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE USING (1) SIMPSON SDWC156M SCREW C 16" O.C. MAX 8 8"ROM ENDS 8 SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN 33M' PENETRATION TO RIM BOARD. (1). 6' SIMPSON SOWC1S800 SCREW, EACH STUD TO TOP DOUBLE TOP PLATE WI (3' 0.748" x 3-t/4" TOE -NAILS TO EA. IJOIST, TYP. MID -POINT BLOCKING BETWEEN STUDS U.N.O. C FRAMING PLANS 12"GYPSUM WALLBOARD WALLW/Sd COOLER 1Q086'x t-5/e' LONG, 75/84" HEAD). OR -W RYWPLL SCREWS 1-iM" LONG @ 4" O.C. ON EDGE & 12' O.C, IN FIELD 2X4.2 SYP WALL VW S7UD5 ®18' O.0 SEE — BW2IN THE BEARING WOOD VWALL SCHEDULE SHEET 65.1 FOR ADDITIONAL INFORMATION. F IA WATERPROOFING, AND FLASHING BY BULDEI7ADTIERS, NOT MOO EACH WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W1(1) SIMPSON SOWC 166DO V SCREW DOUBLE TOP PLATE. SEE WF07/SD2FOR fill SPLICE & ATTACHMENT INFO, FIRE RATED WALL ASSEMBLY PER U373PW1, U3361M U347/PW4, OR V344rWS INSTALLED TIGHT TO ROOF SHEATHING. CAULK WITH AN APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL N VOIDS / EXTERIOR WALL SHEATHING AND NAILING PER - OR WFIO/$p4 CONTINUOUS WALL BLOCKING INSTALLED AT MAX 3'4" O C AS MEASURED VERTICALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE. BUILDER 1TO VERIFY INSTALLATION, TYP. UPPER 2.4 SYP 02 STUDS @ 12' O C. MAX STUDS SHAD SE INSTALLED CONE. 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 WI (1) SIMPSON SDWVC 15fi00 8' SCREW FASTEN ABOVE SINGLE PLY FERIAE WALL BOTTOM PLATE TO BELOW FRAME WALL DOUBLE TOP PLATE W(2 1!) 4'z411Y SDS SCREWS ®12.O.C. MAX. W1 V EDGE CLEARANCE _ MID WALL PLATE � LOWER 2x FRAME WALL DOUBLE TOP PLATE ((TTSHA@LL id_4 3/4ELEVATION BUILDER SHHALL FIELD VERIFFYN D COOFIRM EACH LOWER WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W1(1) SIMPSON SOWC 15600 6" SCREW LOWER 2.4 SYP Q STUDS @@ 72' O.C. MAX. STUDS SHALL BE INSTALLED WROM FOUNDATION TO MID WALL PLATE TO MATCH ELEVATION OF FLOOR SHEATHING, TOP Q ♦/- 10•A 3/4" FIRE RATED WALL ASSEMBLY PER 1137M W1, U3W PW2 U347/PW4, OR V344PM INSTALLED TIGHT TO ROOF SHEATHING. CAULK WITH AN APPROVED PRODUCT TO CREATE AIR IT SEAL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL IN VOIDS EACH WALL STUD TO P.T. BOTTOM PLATE W/ ((7) S&APSON SOWC15450 4-12' SCREW (EACH SIDE OF PARTY WALL) CONNECTION CAPACITLES: -UPLFT =270PLF MIN. 2x4 SYP f2 P.T. BOTTOM PLATE (EACH SIDE OF — - IN PLANE SHEAR = 360 PIF PARTYWALL). ATTACHTOFOUNDATIONUBNG ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET, ANCHOR - BOLTS MAY BE SPACED AT 38' O.C. MAX & WITHIN 8 `...:1 i I -. OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE n "'ry ' - FOUNDATION PER THE FOUNDATION PLAN V 1� TYPICAL PARTY WALL SECTION (VE) 4'4" • HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATH{NG (NO PENETRATIONS) STUDDED COMMON TRUSSES 12' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXW.V344 IS USED), SEE DESIGN PLANS tn• GYPSUM WALLSOARD MAYBE SUBSTITUTED W/ 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/PW 1, U336/PW2. U3471PW4, OR V344/PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.088" x 1-5/8' LONG, I&W HEAD) COOLER NAILS OR No, 6 TYPE W DRYWALL SCREWS (MIN. 1-1/4' LONG). ALL FASTENERS SHALL BE INSTALLED 0 MAX 4' O.C. ® ALL SUPPORTED EDGES & 12" O.G. IN FELD MIN.20 SYPk2 BOTTOM PLATE. SCREW TO — PARALLEL FLOOR TRUSS BELOW W/(2)-1/4" x 3AR" SOS SCREWS 0Is- O.C. & 4• FROM ENDS & SPLICES. ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWWF2724 (0.27 x 24') SCREW Q 32" O.C. MAX MAINTAIN 8' FROM ENDS AND SPLICES FIRE BLOCKING EA. SIDE OF PARTY WALL AS REWIRED SCREW TO DOUBLE TOP RATE TO PARALLEL FLOOR TRUSS W1 (2)- 1 W x 4-12' SDS SCREWS ® 2C GO, & 4' FROM ENDS & SPLICES. 1/2 GYPSUM WALLBOARD PER U373PW7, U338/PW2 U347/PW4, OR V344/PWNS EACH SIDE OF PARTY WALL FASTENED USING MIN. Sit (0eW x WSW LONG, 15/& HEAD) COOLER N4LS OR Na 6 TYPE W DRYWALL SCREWS (MIN. 1-114• LONG). ALL FASTENERS SHALL BE INSTALLED @ MAX 4" O C. 0 ALL SUPPORTED EDGES & 1Z' O.C, IN FELD MIN. 2x4 SYP /2 PT. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL M07A ON NOTES B CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAYBE SPACED AT 38' O C. MAX & WITHN S' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -VPLFT PLF - IN PLANE SHEAR • 250 PLF TYPICAL PARTY WALL SECTION NOT USED 112'=7'-0' <'L PARTY WALL 4-2 314- HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15600 1& 152 x 6") SCREW @ 48' OC & S' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PITYWALL. SEE WF071SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDM15600 (0.152 x 6") SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER L1373PWi, U336PW2. U347/PW4, OR V344PM MIN. 2X4 SYP 02 STUDS 0Is- O.C. W/ MD -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL MIN. 2.4 SYP 42 BOTTOM PLATE. ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131' x 3" NAILS G 4- GO, MAX (1) S'SIMPSON SDVVC15800 SCREW, EACH STUD TO BOTTOM PLATE PER i1/SDWC, (EACH SIDE OF PARTY WALL) 3/4• FLOOR SHEATHING EACH SIDE OF PARTY WALL. ATTACH PER NAILING SCHEDULE PREENG. FLOOR SYSTEM ��QOR BEARING HGT. ______I ER TO PLANS ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SDWC15600 SCREW @ IIT O.C. MAX 8 6' ROM ENDS 8 SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN 3-3M• PENETRATION TO RIM BOARD. DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07f SD2 FOR SPLICE & ATTACHMENT INFO (i } 6" SIMPSON SDWC15600 SCREW, EACH STUD TO TOP PLATE PER 111SDWC, (EACH SIDE OF PARTY WALL). FIRE RATED WALL SYSTEM PER U3731PW1, U33&PW2, U347/PW4, OR V3441PW5 MIN. 2x4 SYP 02 STUDS @ Is- O.C. W1 MD -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 z 41n') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE BLAB AND FOIMDATION INFORMATION 4'-0"- HALF PARTY WALL 1MOTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 12• GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMSLV BXUV.V341 IS USED), SEE DESIGN PLANS. 1n"GYPSUM WALL BOARD MAY BE SUBSTITUTED WINN. 3-1/2"THICK GLASS FIBER OR MINERAL WOOL INSULATION COMMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 12' GYPSUM WALLBOARD PER U373/PW7. U338/PN2, U347/PW4, OR V344fPW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd (0 086" x 1S/8' LONG, ISPW HEAD) COOLER NAILS OR Na 6 TYPE W DRYWALL SCREWS (MIN. 1-19" LONG). ALL FASTENERS SHALL BE INSTALLED ® MAX P O.C. 0 ALL SUPPORTED EDGES & 12" O.C. INFIELD MIN. 2x4 SYP#2 BOTTOM PLATE. SCREW TO PARALLEL FLOOR TRUSS BELOW W/ (2)-1/4' x 3-12" SDS SCREWS 16" O.C. & 4" FROM ENDS 8 SPLICES. (EACH SIDE OF PARTY WALL) ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE --- BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWFZ724 (0.27 x 24) SCREW 0 32' O.C. MAX. MAINTAIN W FROM ENDS AND SPLICES FIRE BLOCKING EA. SIDE OF PARTY WALL AS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ (2)- 1M" x 4-112' SDS SCREWS a ZC O,C. & 4- FROM ENDS & SPLICES (EACH SIDE OF PARTY WALL) I W GYPSUM WALLBOARD PER U373/PW1, U336/PW2, U347/PW4, OR V344/PWW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd (0.086" x 15/8" LONG, 151W HEAD) COOLERNAILS OR No. 6 TYPE W DRYWALL SCREWS (MIN, 1-1/4" LONG), ALL FASTENERS SHALL BE INSTALLED ® MAX 4' O.C. @ ALL SUPPORTED EDGES & 12" O.C. IN FELD MIN, 2x4 SYP 92 P.T. BOTTOM PLATE (EACH SIDE OF PARTYWALL). ATTACH TOFOUNDATDN USING ANCHOR BOLTS DEFIED IN DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 38" O.C. MAX & WITHIN8' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNEcnI I -UPLIFT =2'. LF ' - IN PLANE SHEAR =250 PLF ry3� TYPICAL PARTY WALL SECTION 4'-2 3/4• +HALF PARTY WALL WIDTH PARTY WALL FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SOWC75800 (0.152 x 8') SCREW 48' OC & 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 SDWC15800 (0,152 x 6") SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW1, U336IPW2, U347/PW4. OR V344)PVA N. 2A SYP 12 STU DS @ is- 0 C W/ MID -HEIGHT WALL 1LOCKING EACH SIDE OF PARTY WALL (IW IMPSON SOWCISBW SCREW, EACH STUD TO BOTTOM PLATE PER 17/SDWC, (EACH SIDE OF PARTY WALL). 314* FLOOR SHEATHING EACH SIDEOFPWALLATTACH 1 11 //- PER HAWING SCHEDULE tn•=r-o^ A .••"••••. �s . • " 6F' ti �»�'. W Ira O.. i i z CN � i • • � C; 10W 8 O U _iGD f�QO RBEARING MGT. -- DER TO PLANS DOUBLE TOP PLATE EACH SIDE OF PARTYWALL. SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STIR TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15600 (0.152" x8') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373IPW1, U33&PW2, U347/PW4. OR V344A-M MIN. 2z4 SYP &2 STUDS 0 Is- O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SOMIS450 (0,152 x 4-1n") SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION ENG: TH �-sTRt/cr 3v ¢ CIC CFECK' CC D W .KID Nw STAA-17148 i SCNE: A$INDICATED w DATE. 08282023 61 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. PRE ENGINEERED -- FIRE RETARDANT ROOF TRUSSES PER SHEATHING ATTACHED PER RAN NAILING SCHEDULE. SEE ARCHITECTURAL PLANS FOR REOLIRED LOCATIONS / 2x FASCIA PER PLAN. SEE ELEVATIONS FOR MORE INFORMATION 2x FRAME OR CMU WALL SEE ARCHITECTURAL PLAN FOR MORE INFORMATION i- HOUR FIRE RATED SOFFIT PER GA FILE NO. RC 2602 TO EXTEND A MAN. 4'-0" EACH SIDE OF 2 HOUR FIRE RATED ASSEMBLY. INSTALL BASE LAYER 5/6" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD TRUSSES 24" O.C. WITH 1414" TYPE W OR S DRYWALL SCREWS 24" O.C. FACE LAYER 5/6" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASI APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1-7/r TYPE W OR S I DRYWALL SCREWS 12' O.C. AT JOINTS AND INTERMEDIATE TRUSSES � 1-12" TYPE G DRYWALL SCREWS 12" O.C. PLACED r BACK ON EITHEZ OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. WOO TRUSSES SUPPORTING 12" WOOD STRUCTURAL PANELS APPLIED AL RIGHT ANGLES TO TRUSSES WITH 0.131"x 2-1/2" NAILS. APPROPRIAIW ROOF COVERING. FIRE CAULK EDGES AND ENDS AS REWIRED TO — PROVIDE AN AIR TIGHT SEAL Wi1`J7 TYPICAL FIRE RATED SOFFIT 12 PARTY WALL r c cwwrEL DR RUNNER INSTALLED PER O MANUFACTURERS O SPECIFICATIONS O ,1 T `- 2x BEARING WAIL PER PLAN SEE C EXTERIOR FRAME WALL a SCHEDULE INTERIOR FINISH PER BUILDER'S � r SPECIFICATIONS O FIRE RATED WALL SYSTEM PER DESIGN PUN. INSTALLED TIGHT w TO ROOF SHEATHING, - a `o 0 a TWO HOUR FIRE WALL @ FRAME INTERSECTION w a 3/4"_/•-V IN C CHANNEL OR RUNNER � MIN. 3M" AIR SPACE INSTALLED PER MANUFACTURERS FIRE RATED ROOF SPECIFICATIONS SHEATHING PER PLIED BREAKAWAY CLIP OR TRUSS OVERHANG EACH ALUMINUM ANGLE SIDE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AHERE EXTEND GYPSUM BOARDS REOUIRED PER UL PER FIRE RATED WALL U373RW7, U336IPW2, SYSTEM INTO SOFFITAREA U3471PW4 OR V3M/PW5 SECTION A -A ROOF SHEATHING -' 1 ATTACHED PER NAIUNG SCHEDULE FASCIA PER PLAN I -I 1.1.1-I I l.11 I ATTACH CHANNEL FLANGE '�- GYPSUM BOARDS PER FIRE RATED WALL SYSTEM U373PW1, U33W W2. U347,PW4 OR TO BOTTOM OF FASCIA WI V344/PW5 MUST EXTEND INTO SOFFIT AREA. (3)1-1 W TYPE W SCREWS � IF EXTERIOR WAIL IS FRAME INSTALL C CHANNEL OR RUNNER FROM BOTTOM OF PROM DE SOLID BLOCKING FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE AS REWIRED TO INSTALL C EXTENSION OF THE GYPSUM BOARDS. FASTEN 2" C CHANNEL TRACK CHANNEL OR RUNNER 1M MIN IA14' TYP W SCREW TO FRAME OR 3116" x 2-1/4" TAPCONS TO MASONRY AS EXTERIOR WALL PER PLAN SPECIFIED PER UL 113131PW1, U33WW2. U3471PW4 --LL /T�_ OR V344/PW5 V7 NOT USED 4W,-�N TWO HOUR SEPARATION @ EAVES 314" 1'4)' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. IN Z T J 2 Al W CF Q 0 Q O� $€ CL F 9 4W N Co C 7 Z e 0 ov y;o s � m J 2 Q Z - W � x O JF - W Z �I STRUCTURAL ENG: TH -STRUGT. JV ¢ W PECK cc 0 w .IOB N4. STAR-1]146 r SCAIE: AS INDICATED w DATE. 0 WC23 Design No. U373 BXUV.U373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field Issues arise, it is recommended the Post contact for assistance be the technical service staff provided by She product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction` - Only products which bear UL's Me* 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 Nonbiaing Wall Rating - 2 Hr (Area Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 He (Protected Wall, Sea items 4, 4A and 48) Nonbiaing Wall Rating 2 Hr (Protected Wall, See Rem 4B) Finish Rating -120 Mn. (See Rem 4) Indicates Such products shall bear the LIL or CIA Certification Mark or jurisdictions employing the IA or cUL Certification (such as Canada). respectively SECTION MA SECTION 8-8 CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY LMFKKIKA] SON 8 EXPOSED TO FIRE FROM EITHER SIDE 1. Floor, Intermediate or Top Wait - 2-3116 In, wile channel shaped win 1 in. king legs formed from No. 25 MSG gamy steel, secured with suitable fasteners spaced 24 In. OC. 2. SUN Studs - Steel rrembers funned from No. 25 MSG galv Steel having "tr - Shaped flanges spaced 24 in. OC; overall depth 2A/8 in. ant Marge wdlh 1-1/2 in. 3. Gypsum Board' - Two layers of 1 In. thick gypsum wallboard liner panels, supplied In nom 24 in. wdMhs. Vertical edges of panels friction filled into "H"- shaped studs. GEORGIA-PACIFIC GYPSUM LLC - Types TRSL, DGUSL PROTECTED WALL: (Seeding a Nonbeartg Wall, as Stlkiated in Items 4, 4A and 48. when Bearing, Load Restricted for Canadian Applications - See Guide SXUVT.) 4. Woods Studs - Fa 2 Hr. Bearing or Nonbearing Wall Rating - Nan 2 by 4 in., max spacing 24 in. OC. Studs cross -braced at mad -Might where necessary for dip attachment. Min. 314 In. separation beMeen wood having and area separation wall. Finish rafi g evaluated for wood studs only. 4A SUN Studs - (As an akanale to farm 4, not Shown) - Fof2 Hr. Bearing Wait Rating - Corrosion protected sled studs, ram. No. 20 MSG (0.0329 in.. min bare metal titaness) steel or min 3.112 in. wide, ram No. 20 GSG (0.036 in. tick) galy steel or No. 20 MSG (0.033 In. thick) pined Neel. cold formed, alafl be designed in accordance with the curter edition of the Spedfica0on for the Design of Cold -Formed Steel Structure! Members by tiro American Iron and Steel inshore. All design devils enhancing the structural integrity N wall assembly, including to add design load of 9. Studs, shall be specified by the steel stud designer andfa producer, and shall meet to requirements of all applicable local code agencies. The man said spacing of wall assemblies shall not exceed 24 in. OC. Sods attached tofloor and ceding tracks, with 12 in. king type S-12 steel scr ws on bosh sides of studs or by welded or boned connections designed in accordance with the AISI specifications. Top ant bosom tracks -Imam c w'st of steel members, min No. 20 MSG (0,0326 in, min bare metal thickness) steal or min No. 20 GSG (0.096 in. thick) galv steel or No. 20 MSG (0,033 in, thick) primed steel, that provide a sound strcesal connection between steal studs. and to adjeoent assemblies Such as a hour, casing, anera other wells. Attadhed n Moor and ceiling assemblies with steel fasteners spaced no greater than 24 in. OC studs dose-tNaoad with "training at mud -height where necessary for clip attachmroM. Mn 3/4 In. sepamtim between Steel training and area Separation wall. Finish rating has not been evaluated for steal adds. 4B. Steel Studs - (As as alternate fo items 4 and 4A, for use in Configuration 8 only, not shown). Fa 2 Hr, Nonbinding Well Rating - Charnel Shaped, fabricated from min 25 MSG comnlon-protected steel, min 3 12 In. wide, ram 1-1/4 In. flanges and 114 In. return, spaced a max of 24 In. OC. Studs U be cut 3/e U 314 In, leas than assembly helght. Top and boom tracks shall be cannel duped, fabricated from min 25 MSG carebn Viclected steel, minwidth to so ommodate stud sin, with min1 in. king legs, attached to floor and calling with fastens 24 n. OC max. Studs cross -braced with Stud owning at and -height where necessary for clip attachment. Mn 34 n. separation between Steel framing and area Separation wag. Finish rating has not be evaluated for steel Studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 ft wide, applied either horbontaly or vertically. Wallboard attached to wood studs poem 4) with 1-1M In. long steel drywall nails spaced 12 In. OC. Wallboard attached to seed sLds (tram 4A or 48) with 1 In, king Type S steel screws spaced 12 in. OC. Vertical Joints ck a located over studs. (Optional) Jams covered with paper tape and joint Canpound. Nail a screw heads covered with jdm compound. SA. Plywood Sheathing or 058 - (Not shown)- As an alternate to ftem 5, Nominal 121n. thick or greater plywood or OSS applied horizontally m vertically d wood a steel studs. Vertical joints located over studs. Horizontal pant shall be butted tight in form a closed joint, Fastened U studs with nags a strews asulfideM length, spend 12 in. OC. Joints and fastener heads are not required to be healed. Aluminum clips shall be Spaced as described in Item 6. 6. Attachment Clips-Akaanum angle. 0.062 in. thick, frn 2 in. wide with min 2 in, and 2-12 in. legs. Clips Secured with minimum tie Type S screw 318 in. lag in H'.t ds enA with miriomh tie Type W Screw 1-114 in. king to wood framig m Steel training through holes provided in clip. Clips spaced a max of 10 fit OC vertically between wood or steel framing and "H'studs for separation watt up to 23 ft h9h. For separation wells up U 44 It high, sips spaced as described above for to upper 24 ft. and the remaining wall are below requied clips spaced a max 5 ft OC vertically between wood or steel framing and "W studs, 7. SatU and Blankets' - (Optional, now shown) - Paced n sad cavities, any glass fiber a miraral wool inauteaon, max 3 V pd density, bearing the UL Cassifcetion Marking as to Surface Buff" Characteristics andla Fire Resistance, See Batts and Blankets (BKNV or a=) Categories for names of Classified oo mpahiea. • Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such m Canada), respectively. Tse appaarrce Na comPaey's name w product ill Mis database dies, rot In MIN.- an pmdmb ao Nenwbd Iwxa ear manJscwred under UL'a 'Mk UP servke.Only lauds Produtts YearkW 1M lA min faaud Es, canaMered a b (2dinrd and covarsd ender UL'a FOPo wUp eenke. Arwaya look forts .lath r M Podutt. LL MrhPb M rawPowttarh NM malmW cmbkwd a M OMae CarYnkanon pkectmy augectlord rMowtrp crdkbna: 1. Tlw GUWe Wormalbn, baemeraa, ConaUuctiom. Dagm, sHYaw, rwptmakstlom Irpwl roam a parted N Mai ahakehY ant w anohrmaaedkrp mrawr, wMour ray mmlpMtlr orb dHa (m Orawkgal2 M autmnaM'PeprMbd hwn M Gnwre GmrkaYwu GkectorY ant parmrpbn hum UL' must appara4aMb M xhsttad matwbr. M addtlan, M ramrnled mxr41 must Nclude a topydaM nmka a M lollo,uartl formn:'�D dime UL LLC i DETAIL SHOWN ON THIS SHEET IS a¢ PUBLISHED BY UL (UNDERWRITERS O LABORATORIES} SIGNED AND w SEALED FOR THE STRUCTURAL ¢ PORTION OF THI v. d 0 yy ���'� p rdY1� • 'i w Qw i"Uj 1 Q, w ._J = ii w w a w �� `�♦ ` 5 ow � Z rTr i4 DO O F W w Q z ho �€ LU c°�� ci� 0� zaO LU w � IUD i w rOgg 3 Z O C 7 N5o w LU m J 8 oaN o = W Z m x>O o F— U' F F— - a W wtuo ° a ( 0) • ii sTRIx:TUtAL ENG TH 3-STRUCT. JV aC <x CC w JCa tb STAR-17/48 t SCAIF: AS INDICATED w DATE: OVAa 23 19TAI COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �L Design No. U336 BXUV.U336 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Cartified products, equipment system, devices and materials. • A1dhaNes having Jurisdiction should be consulted before construction. • Fire reaistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information carrot always address every construction nuance encountered In the field. • When field issues arise, it Is recommended the first contact for assistance be the kahnical service staff provided by the product manufacturer rated 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 spedfics concerning alternate materials and altemate methods of ConstNdlon. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May 08. 2018 Exposure to fate from separation Wad side only Nonbearirg Wall Rating - 2 Hr (Separation Wall, See items 1, 2 and 3) Sexing Wall Rating 2 Hr (Protected Wall, Sea items 4, 4A) Nonbexirg Wall Rating 2 Hr (Protected Wad, See item 4B) Finish Rating -120 Min. Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cIJL Certification (such as Canada), respectively. SECTION A -A SECTION B-B CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 1 ] � U A �i A S A a CONFIouRATION C EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Max Height - 66 fl) 1. Floor, Intermediate or Top Wall - 2 in. wide charms] shaped with 1 in. long legs formed from No 25 MSG gals steel, secured with suitable fasteners spaced at 24 in. OC. 2. Metal Studs - Steel membm formed from No. 25 MSG gaN steel having "19' - sloped flanges spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. 3. Gypsum Board' - Two layers of 1 in. thick gypsum board finer panels, supplied in nom 24 in. wdths. Vertical edges of panels friction fitted into "H`- shaped studs. CGC INC - Type SLX UNITED STATES GYPSUM CO - Type SLX USG BORAL DRYWALL SFZ LLC - Type SLX USG MEXICO S A DE C V - Type SLX PROTECTED WALL: (Searing or Nonbeanng Wall{. When Searing, Load Restricted for Canadian Applications- See Guide BXUV7. 4. Woods Studs - Nom 2 by 4 In. max Spacing 24 in. OC. studs aces braced at mid -height where necessary for dip attachment. Min. V4 in. separation between wool framing and free separation wall. 4A. Steel Studs - (As an akernare to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bale metal thickness) steal or min 3-1/2 in, wide, min No. 20 GSG (0.036 in. thick) gaN steel or No 20 MSG (0.033 in. thick) primed steel, cold formed, shag be designed in accordance with the carer( edition of the Specification for the Design or Cold-Fomled Steel Structural Members by the American Iron and Steel Institute. AN design details enhancing the structural integrity at wall assembly, including the axial design bad of the studs, shall be specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of well assemblies shall not exceed 24 in. OC. Studs attached to floor and ceding tracks with 1/2 in. long type S-12 steel screws on both sides of studs a by welded or boded corrections designed in accordance with the AISI specifications. Top and bottom tracks shad consist of steel members, min No. 20 MSG (0.0326 irk min bare natal thickness) steel or min No. 20 GSG (0,036 in, thick) gaN sleet a No. 20 MSG (0.033 in thick) printed steel, that provide a sound structural connection between steel studs, and to adacem assemblies such as a floor, ceding, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced no greater than 24 in OC studs cross -braced with stud framing at mid -height where necessary for dip attachment. Min 3/4 in. separation between steal framig and me separation wait Finish rating has not been evaluated for steal studs. 48. Steel Studs - (As as alternate to Items 4 and 4A, for use in Configuration 8 only, not shown) - For 2 Hr. Nonbearhng Wall Rating - Channel shaped. fabricated from min 25 MSG corrosion-pruteded steel, min 3 1/2 in. wide, min 1-1/4 in, flanges and 1/4 in, retum, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less then assembly height Top and bottom tracks shall be dlannel shaped, fabricated from min 25 MSG corrosion-proMded steel, min width to accommodate stud sim, with min 1 in, lag legs, attached to floor and ceiling with fasteners 24 in. OC max. Suds cross -braced with stud framing at mid -height where ne ,y for dip attachment Min 314 in. separation between steel framing and area Separation wad. Finish rating heard be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 1/2 In thick, 4 ft wide, applied either horizontally or vertically. Gypsum board abashed to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC. Vertical joids located over studs. (Optional) Joints covered with compound. h paper tape and joint compound. Nail heads covered with joint compod. 6. Attachment Clips -Aluminum angle, 0.063 in. thick, 2 i1. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type S screws 3/8 in. long to "H" studs and with Type W Screws 1-1A in. long to wood frerting through holes provided in rip. SA. Clip placement (item 6) for separation wags up to 24 It high Space dips a man of 10 It OC vertically between wood framing and "H" studs. 6B. Clip placement (Item 6) for separation wells up to 44 It high. Space dips as described in Item GA for upper 24 fL Remaining wad wea below requites dips spaced a max 5 ft OC vertically between wood framing and "H" studs. 6C. Clip placement (item 6) for separation waft up to 66 It high. Space dips as described in ltem 6A for Leper 24 tt Space dips as descr8ied in item SB for next 20 ft. below the upper 24 ft Remaining wall area below requires dips apace a max of 40 In. OC vertically between wood framing and nH- studs. 7. Non -Bearing Well Partition Inserseetbn - (Optional) - Two nominal 2 by 4 in. stud or nominal 2 by 6 it, 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. CC. vertically, Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in, long 10d nails spaced a max 16 in. OC. vertically. Maximum one non -bearing was partition intersection per stud cavity. Non -bearing wall partition stud depth shad be at a mi dmum equal depth of the wall. 8. Caulking and Sealants" - (Optional) - A bead of sealant applied around the partition perimeter, and at the rowface between wood or steel framing and gypsum board panels to amte an air barrier. KNAUF INSULATION LLC -Type ECOSEAL Plus Indicates such products shall beer the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. CONFIGURATIONS T­na«=nc•or.•m,s,nr>•men.o.Ixa1„a unrow linos.+•ao.a wont wolf assure a sroa�css wa•mum t-1—m•nw,amndww•ruL'. FEED TO FIRE FROM EITHER SIDE an an epomyw>oacL tnn•prod•cn t—A" aw m m.x • xJ a cmaaM.w m a C•mir d aura co.«•d unawuLv fo -Ur se.K•. A.". Ma br uw uL Parma+ m r•proeuctmn am. manna conWrwa m 1M Ore. artmcamn oIw«mn •uq.clmlM rogowlrq common.: t. Tro ouw. rMomnuon, Au•mM4s, Cominctlons. De•Iam, ariums, ariwd CetrlkMmne lelril muN a pms•nerd m me"v •NMY rm M a --rive menn.r, wehdnawe manlpolalbn MtM lea for drawn9al.2,m•atrtan•nt1•yrMtm a—row0—CanakaUom Di rM with p•rmk•bn frmn UL'rout apt adl•c•nt U,tM •gncb4 mat•dal. Mtldmim tM npdM m•fwW moat—•w 19M nmke m an flit" rwma:" O Nis UL LLC" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MOf 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. ITA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i 6 o DETAIL SHOWN ON THIS SHEET IS PUBLISHED BY UL(UNDERWRITERS LABORATORIES), SIGNED AND SEALED T PORTION OF HE S jl�Jti I! Ili dQL* Z O �'t Y AAq�q la AIL iLR f1yjt�' �� LL zrff U 2 .era �;! \( T C3'F IF ox Ci cow a `oo U zz ^ O W= S U r 0o Z a � z A � JJM W Q� S j ? W rr-, VZ ,= F z J w �w J too i � O�o� J U F 1fl S � i cur W LU 0 yur� N '3 t U) J x N DN JdF. w a� � ytAt y Lw w f i 0 n a O C o � 7 C Es 3 e a NCO m J UJI O 2QIn Z m z - s z :3X W W W O u o @ ya Y y F • ow SS i o smtcTlyLU END: TH � � z i; DRAFlntMe -aiallCT. N c z aurEac Lti r JDB W. STAR-171M m $dPLE: AS IMICATED W DATE: 0820,2023 � U PW2 : pz p Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Judsdction 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 sis developed by the design suwmitier are have been investigated by UL for compliance with applicable requirements. The published Information cannot always address every construction nuance encountered in the field When geld issues arise, it is recommended the rest contact forassistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult Me general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate nrabrisls 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 or fire -resistance ratings - ansilul 263 certified for united stars design criteria and allowable variances See general information or fire resistance ratings - can/ul"I01 certified for canada design criteria and allowable variances Design No. U347 March 05, 2018 Nonbearnng Wall Rating - 2 Hr (SEE ITEMS 5, 5A AND 58) (SEPARATION WALL, SEE ITEMS 1,2 AND 3) Bearing Wag Rating 2 Hr (Protected Wall, See items 5 and 5A) Nonbearng Wag Rating 2 Hr (Protected Wall, See items 5A and 58) Finish Rating -120 On. (See item 5) Indicates such producer shall bear the UL w cUL Certification Mark Fcrjumidictions employing the UL or cUL Certification (such as Canada), respectively. A 4 i pROTECTEowuLs 9 2 a l e S SEPaP 14 wall. mrvS CONFIGURATIONA EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -bearing, max height - 66 ft - was item 6) 1. Steel Track — Floor, sidewall or top wall track Nom 2 in. wide channel shaped with non 1 In, long legs, formed from No. 25 MSG gatv steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs — "H" shaped studs famed from No. 25 MSG galv 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 panes friction fit into "M shaped studs. NATIONAL GYPSUM CO —Types FSW. FSW-8, FSW-7, FSW-9 PROTECTED WALL: (Bearing or Nonbearnng Wall, as indicated in items 4, 4A and 46. When Bearing, Load Restricted or Canadian Applications — See Guide BXUV7. ) 4. Air Space —Minimum 314-n. au space. 5. Wood Studs — For Bearing or Nonbearng Wag Rating — Nom 2 by 4 in, max spacing 24 in. OC. Studs cross braced at mid -height where necessary for dip attachment, Mn 314 in, separation between wood framing and fire separation was. Finish rating evaluated for wood studs only. 5A. Steel Studs — (As an akerrate to item 5, not shown) — For Bearing Wall Rating — Corrosion protected areal sods, min No. 20 MSG (0.0329 n., con bare metal thickness) steel or min. 3- 12 . windin., min No. 20 GSG (0,036 . thick) gdv steel or No. 20 MSG (0.033 In thick) primed steel, cold formed, shag be designed in accordance with the current erition of are Specification for The Design of Cold -Formed Steal Structural Members by the American Iran and Steel nsGhte. All design del its enhancing the structural integrity of the well as sembly, inducing ly, inducithe axial design bad of the studs, shag be as specified by the steel stud designer andor producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of was assemblies shag not exceed 24 in. OC. Studs attached to floor and ceakg tracks with 12 in. long Type S-12 Steal screws on both sides of studs w by welded w bolted connections deelgned in accordance with Me AISI specifications Top and bottom tracks shag consist of steel members, min No. 20 MSG (0,0329 in., con bare natal Thickness) steel or min No. 2D GSG (0.036 in. thick) gatv steel or No 20 MSG (0.033 in, thick) primed steel, that provide a sound structural connection between sleet studs, and To adjacent assembles such as a floor, adgng, andlor other wags. Attached to few and calling assemblies with steel fasteners spaced not greater than 24 in O.C. studs cross -braced with sod Training at midheight where necessary for clip attachment. Mn 314 in, separation barman steel framing and area separation was. Flesh rang has not been evaluated or Steel Studs, 58. Steal Studs — (As an alternate to items 5 and SA, for use in configuration B only, not shown) — For Nonbearng Wag Rating — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-12 in. wide, min 1-114 in. flanges and 1M in. return, spend a max of 24 in. OC. Studs to be cut318 to 314 in. less then assembly height. Top and bottom tracks shag be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud s m, with min 1 in, long legs, attached to floor and ailing with fasteners 24 in. OC max. Studs crossbiaced with stud framing al midheight where necessary or dip attachment. Mn 314 in. sepaation between steel framing and area separation wall. Fresh rating has not been evaluated for Steel Studs. 6. Gypsum Board —Classified or lkrdessihed — Mn 12 in thick, 4 it wide, applied hodwrhtally or vertically. Wallboard attached to wood studa (gem 5) with 1-114 in. long steel drywall screws spaced 12 in, OC. Wallboard atteded to Steel sods (Item 5A a 5B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical pins located over sods, Horizontal jams shag be butted fight to form a closed joint. As an option, joins covered with papa tape and joint compound. As an option, screw heads covered with joint compound. B.A. Plywood Sheathing or OSS — (not shown) — As an alternate to Ism 6, Min 12 in. thick plywood a OS8 applied horizontally or vertically to wad or steel studs. Vertical joints loaded over studs. Horizontal joints shall be butted tight tolorm a dosed join Fastened to studs with rein a screws of sufficient length, spaced 12 in. OC. Joirs and fastener heads are not required to be treated. Akminum dips shall be spaced as described in Item 7. 6B, Bats and Blankets` — (nor shown) — As an alternate to Items 6 and SA, glass fiber m mineral wool insulation, min. 3-12 in, thick, placed to completely fig the wood or steel sod cavities. When Bans and Blankets are used in place of items 6 and 6A, the Infix height is 54 It and the aluminum dips (gem 7) shaft be spaced a max of 5 If OC vagcafty. Min 3/4 in, separation between insulation and area separation wall. See Batts and Blankets (BKNV) category in the Building Materials Directory and Bans and Banker (BZJZ) category in the Fire Resistance Directory for name of Classified Companies SC. Wall and Partition Facings and Accessories' — (not shown) — as an aftemate to items 6, 6A and 68,4 8 wide panels, applied vertically. Panes arched to wood studs (Item 4) with 1S/8 in. long steel drywall screws spared 16 in. OC. Vertical joss located over studs. Joints covered with paper tape and joint compound. As an option, screw heads covered wiUn )rim compound. NATIONAL GYPSUM CO — Type SoundSmak Gypsum Board. PASCO BUILDING PRODUCTS L L C. DBA PASCO GYPSUM —Types QuiaRodk ORS00, QuietRod(QRr-510, QUietRodk OR-525 BD, Gypsum Board` — As an alternate to ftem 8 - Min 5A in. dick, min. 6 in, wide batten strips, applied on both sides of Steel Studs (ftem 2) and horizontal bad( to bad( Steel Trail( (Item 1). Min. 518 in. thick, min. 3 in. wide batten strips applied on both sides of single Steel Track (ftem 1) at perimeter of assembly. Batten steps severed to studs with 1-1/4 in, long Type S steel screws spaced 12 in. OC. Batton joins shall be buried tight to form a dosed joke. As an option, sake sheet of gypsum board may be used in lieu of the battens. Clip placement as in item 7, 7A, 78, or 7C. NATIONAL GYPSUM CO —Type FSW-3, FSW, FSW-6. 7. Aluminum Clips — Aluni m loin angle, 0.049 in. Mick, 2 in. wide with 2 in. and 2.112 in legs. Clips secured with type S screws 318 in. long to "ff studs and with 1-1A in. long screws to wood framing or steel framing through holes provided in dip. 7A. Clip placement for separation walls up to 23 If Ngte Space dips a max of 10 It OC vertically between wood or steel framing and'W $bids. 78, Clip placement for separation walls up to 54 It high: Space dips as described in item 6A for upper 24 fL Remaining was area below requires dips spaced a max of 5 ft OC vertically between wood or steel framing and Ti" studs. 7C. Clip placement for separation walla up to 66 If high: Space dips as described in item 6A for upper 24 It, space dips as described in item Be for middle 30 If Remaining wag area below requires dips spaced a max of 39 in. OC vertically between wood or areal framing and NW studs, 8. STC Rating —The STC Rating of the wall assembly is 61 when his constructed as described by items 1 through 6, except: A. ftem 5, above — Wood Studs — Shall be spaced 16 in, toll S. item 6, above — Gypsum Board —Min, weight 1.5 Pat Shall be applied vertically and atradred to studs with 1-1/4 in. long steel drywall screws spaced 16 in. OC. Joints and screwheads shag be covered with papa tape and joint compound. C. ftem 7, above — Alumnum Gips — spaced o max ol 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 balls, min. 0.60 pet. See Batts and Blankets (SKNV) category in the Builcing Materials Directory and Bans and Blankets (BZJZ) category in the Fire Resistance Directory for Name of Classified Companies. E. Max Height of Separation Wag Is 23 ft. F. The STC rating applies to Configuration B only. G. Steel Stub (items 5A, 58). Plywood Sheathing orOSB (Item 5A and Item 9) and Bans and Blankets (hems 6B) nit evaluated as alternatives for obtaining STC rating. 8A. STC Rating — TheSTC Rating of the wag assembly is 69 when A is constructed as described by gems 1 through 6, exoept:A. loam 5, above — Wood Studs — Shall be spaced 16 in. OC. B. ftem SC, above —Wall and Partition Facings and Accessories` —Type QustRock QR-510 panels shall be installed. C. ftem 7, above — Alumnum Clips — Spaced a max of t0 n OC verbmlly. D. Bats and Banker` -Tthe ®vittes formed by the wood studs shall be frction fa with 3-12 in. thick fiberglass insulation bates, min. 1.0 pit. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (82JZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wag is 23 ft. F. The STC rating applies to Corfiguration B orgy. G. Steel Studs (Items Sit, 58). Plywood Streaming or OSS (Item 6A and Item 10) and Bats and Blankets (Items BE) not evaluated as alsmatives for obtaining STC rating. 88. STC Rating — The STC rating of the wag assemby is 70 when ft is constructed as described by items 1 through 7, except: A. Item 5, above - Wood Studs - Shag be spaced 16 in, OC. S. Item 6C, above - Wag and Partition Facings and Accessories` - Type QuietRock OR-525 panes shall be insisted as described In item 5C. C. Item 7, above —Aluminum Clips -spaced a max of 10 ft OC vertically. D. Bats and Blankets` —The cavities formed by the wood studs shall be friction fit with 3-12 in. Midi fiberglass insulation balls, min, 1.0 pd. See Bats and Blankets (SKNV) category in the Building Mamas Directory and Bats and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies, E. Max Height of Separation Wag is 23 ft. F. The STC rating applies toConfiguration 8 only. G. Steal Studs (Items S1, 58). Plywood Sheathing w OSB (Item 6A and Item 10) and Bats and Blankets (items 68) nor evaluated as alternatives for obtaining STC rating. 9. Non -Bearing Wall Partition Intersection — (Options$) Wall system consisting of norninal 2 by 4 in. stud or nominal 2 by 6 in, stud. Maximum one non -bearing wall partition intersectionpar stud cavity, 10. Plywood Sheathing or, OSB — (Optional) — Mn 12 in. thick plywood or OSS applied horizontally or vertically to "W studs on was separation wag side of Configuration A or Configuration C. Vertical joints located over studs. Fastened to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. ' Indicates such products shall tear the UL or cUL Certification Mark fw jurisdictions employing the UL or cUL Certification (such as Canada), respectively. TW apPo 11NatempanY'e name or predup in W,dMeuaa doe.M M Wer atom Min predecn ao idmiekd wave Ina, maMulerM anbr UL% Fen PServlce..11 Mot. Padwn W.IN tue UL meritsuocld tit x WIII tip W CtMaed and weeretl under W. F.­w 1-1, tut Mot on we PpdncL uL prmlY the reptduclbn of tee mateW mMa4led tle tM OnIM Ca(dauapn Dlnelay euulem m tl1e txbwina tmatlar,s: t. TM euw Ndametlon, Y Ip u ... Cone dew I.. Dal psyagma. aewP Certrk+Xene (ova) mW W peeented In rwu eMray ant M • nmmsxadlrq manor. vdtlwul a,ry malpuMtlon toeNisdine(pindrawmatf �. M alttameM'IYprinbd mxntlgOnllna Cenekatlpmin,ft yMt MIS ULbn lrpm UL^motappearaegatadmtM eatnched maNrlel. In adddbn, a,e renriMed maea4t moat IrmluM a eapyrlaM notice In tlia kdbwina brmrt: "e altar UL L1C" DETAIL SHOWN ON THIS SHEET G PUBLISHED BY UL (UNDERWRITERS !A..TORIES) WI SEALED FO PORTF I DRAINING ONLY.' J m LLI (n Q J J ti Cl) D W n N Z n f c lgO = Q Z I— d F X�o w W. Of 0 to d N a F yyz id Z W� fi$ �g�sQyjj �� <1 it OoQQ E li o aTRUCT1Ra1 ENG Tut DRAFTING Z STRICT. N cr CIEs(: CC � JDB Ns, STAR-17148 2 BGIE: AS INDICATED DATE: 062SV=3 a o PW4 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 Junadchon should be consulted in all mass as to the particular requirements covering the installation of the to 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 s ibmiter 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 firet contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assembles we advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and 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 Sea general information for fro -resistance rings - ans✓ul 263 Certified for united states design criteria and allowable variances See general information for fire resistance ratings - cantult S101 certified for canada design criteria and allowable variances Design No. V344 February 04, 2022 Nonbearing Wall Rating - 2-12 fir (Area Separation Fkewall, Sae Items 1, 2, and 3) Bearing or Nonbeamng Wag Rating 2-12 Fir (Protected Wag, See items 4 and 5) Finish Rating - (120 or 150 min, see item 5, 5A and 5B) Indicates such products shag bear the UL or cut. Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. r"_ r r rt_ Exposed to Fire from Either Side Side A 1-12" Type G Drywall Laminating Sams Side B 1-12" Type G Drywall Laminating Sams r GRuwMr�l hs- he hs• Exposed to Fire from Either Side Exposed to Fire from Either Side AREA SEPARATION FIREWALL - (Max Height - e6 ft.) 1. Perimeter and Intermediate Channels -2 in. wide channel shaped with nom 1 in. bug logs, formed from No. 25 MSG gall steel, secured with suitable faseners spaced 24 in. OC. 6. Aluminum Clips-Alumnum 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. Gips secured with min. No. 8, 3/4 in, long parthead sharp screws to'H' sands and wood framing through holes provided in dip. 23 ft. Height Clip placement (Item 6) for separation farewells up to 23 ft. high. Start at roof line and space clips a max of 10 ft Limitation OC vertically between wood or steel framig and "'studs, 44 ft. Height Clip placement (hem 6) for separation firmalis up to 44 ft. high. For the upper 24 It of the well system, space Limitation the dips 10 ft. OC, and than 5 ft. OC for the remainder of the was below. 66 ft. Height Clip placement (item 6) for separation firewalls up to 66 ft. high: For the upper 24 ft. of the wall system, space the Limitation dips 10 ft. OC. On the next 20 ft. below apace the clips 5 ft OC, and than 40 in. OC for the remainder of the wag. 7. Laminating Screws - Gypsum boards them 3) are secured to each other with 1-12 in. kug Type G laminating screws from both sides of wall in between the H studs. on both skies at the wag rows spaced 24 in OC with a maximum dimension at 12 In.from the top and DODon C-channels of ft assembly. On one side of the wall each row contains 2 screws located 12 in. from each face of the Hbtuds. On the other side of the wag each row contains 2 screws located 16 in. from each face of the H-studs. Refer to Illustration. S. Non -Bearing Wall Partition Intersection - (Optional) - For wood framing- Two nominal 2 by 4 in. sad or nominal 2 by 6 in stud naked together with two Sin. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the mkwnum 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. ling 10d nails spaced a max. 16 in. OC. vertically. maximum on non -bearing wag portion intersection per stud cavity. Non -bearing wall Partition stud depth shall be a a minimum equal to the depth of the wail. 9. Culking and Sealants' - (Optional - Intended for use as an air barrier - Not evaluated as fire blocking) - A bead of sealant applied around the partition perimeter in the 314 in. ail apace between wood framing (Item 4) and gypsum board panels item 3) to create an ale barrier. DUPONT DE NEMOURS, INC. - Groat Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro Window & Door ICP ADHESIVES & SEALANTS INC - Handi-foam Fireblook, Handi-Foam Fkeblock West, and Fast Foam Firebbck 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 2. Steel Studs- Framing members formed from No. 25 gall steel having"W shaped flanged spaced 48"O.C.; overall depth 2 in. T,..P m.nc+a,cnmwM+norm or propuammr prt,w.eaa+s hham roes crow. put propucs+o Nrmrma nw. n.en mam4acrunpum.r kit.•. carowW and flange width 1-N8 in, ka.OnIY Nova proOUN N.srinp Ns UL mxk snouts b <omWarN to a Certrletl arq cowrop urtl+r UL's FOIMnUp swvk+. Alw.y. rook tiro are Mark on Ill 3. Gypsum Board --Feu pieces of12in, Duck gypsun boards. supplied inrx-48in. widths, full lengths. Vertical edges o/ wmtla pwrapro4uaM ate n,.tMNcaraabu4Mpha Onaw Cwtiacrtbn Dk+ctorY auq+ctbpw ropoMrq poMabro: 1.TMDui4e Momutlon. Aa.+mNbs. dj role friction fitted imo "W -shaped studs, cawwprrom,.spin+,tin+ a. anww canrmxhons saw) mart w panels loom pr.a+rrrM M pwr ewrrty all ro a romnbhaaelna nr,+w-.any mmrpuMtlmh a 1M 4aM Inn anwxgsl.2 +Wmmem "ReprinleU loam Uw OnNm Darnac.tmll+Dlroctwycrll wrmi.+Ion from UL" must epw.r.el.carnw 1M ubecrea matar�tl. m AMERICAN GYPSUM CO- Type EKCEL aaakmn. she r.opm.e mrtmrt mart mecum a eppyrpne name cn n,. roMwlrp rormn: •m zou uL ue" PROTECTED WALL: (Bearing or Nonbearing Wag, as indicated in items 4 and 5. When Bearing, Load Restricted for Canadian Applications - Sae Guide BXUV7.) 4. Wood Studs - Bearng or Nonbeadrg Wall. Nom 2 by 4 in. max spacing 24 in. OC. Sods odented with2 in face parraffel or perpendicular to gypsum board them No. 3). Studs cross -braced where necessary for dip attachment. Mn 3/4 in. separation between wood framing and area separation firewall. 4A. Steel Studs - (As an aftemato to item 4, no shown)- For Bearing Wag - 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) gall at" or No. 20 MSG (0.033 in, thick) primed steel, cold formed, shag be designed in accordance with the current edition of the Specification for the Design of Coll -Famed Sled Structural Members by the Amedcan Iron and Steel Institute. AM design details enhancing the structural integrity of the wall assembly, nckdirg the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shag meet the requirements of all applicable local code agencies. The max stud spacing of wag assemblies shall not exceed 24 in. OC. Studs attached to floor and calling tracks with 12 in. long Type S-12 steel screws on both atlas of studs a by welted or belted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, nun No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galy steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural cennectkm between steel studs. and to adjacent assemblies such as a floor. cekng, and/or other walla Attached to floor and caging assemblies with steel fasteners spaced no treater than 24 in. O.C. Studs cross -braced with stud. Min 314 in. separation between steel framing and area separation wag. 48. Steal Studs - (As an aitemater to game 4 and 4A) - For Nonbearing Wag - Channel shaped fabricated from min. 25 MSG comosio -proeded steel, min. 3-12 in. wide, min 1-1/4 in. flanges and 114 in. return, spaced a max of 24 in. CC. Studs to be cut 3/8 in. to 3/4 in. less than assembly height. Top and bottom tracks shag be channel shaped, fabricated from shin 25 MSG co rosion-prdeded steel, min width to accommodate stud site. with min 1 in. long legs, atached to floor and ceiling with fasteners 24 in. OC. mac. Sails cross -braced with sad framing at midheight where necessary for dip alsorment. Mn 314 in separation between steel tramng and sea separation wall. 4C. Framing Members' - Steel Studs - (As an aftemate to Item 4, 4A, and 4B) - For Nonbearing Well. Proprietary channel shaped sods, 3-5/8 in. wide spaced a max at 24 in. OC. Suds supplied with proprietary top and bottom tracks, min width to accommodate stud sae, attached to floor and caging with fasteners 24 in. OC max. Suds to be cut 3A in. less than the asse"* height and installed with a 12 in. gap between the end of the stud and track at the bottom of the wit(. Studs amssbraced with stud framing at mid -height where necessary for dip attachment. Mn 3/4 in. separation between steel framing and area separation wag. CALIFORNIA EXPANDED METAL PRODUCTS CO - Vipe25 TM CLARKDIETRICH BUILDING SYSTEMS -CD PfoTRAK CRACO MFG INC - SmarlStur25 n IMPERIAL MANUFACTURING GROUP - Vipe25 TM MARIDWWARE, DIV OF WARE INDUSTRIES INC - V4er25 tin STUDCO DUILDING SYSTEMS-CROCSTUD 5. Gypsum Board - Classified or Unclassified - Min 12 In. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board atac ed to wood studs with 1-1M In. long steeldrywall nags spaced 8 m. OC or1 in. long Type W coarse thread steel screws spaced 12 in. OC. Joins may or may not be covered with paper tape and joint compound When minimum board weight is lees than 1.31bs/112, Finish Rating is 120 min. When minimum board weight is 1.3 (bsMQ or greater, Finish Rating is 150 min, 5A. Plywood Sheathing or OSB - (Not Shown) - As an alternate to Rem 5, Min 12 In. thick plywood or OSS applied horizontally or vertically to wood or steel skids. Vertical joints located over studs. horizontal joints shall be butted tight to form a closed joit fastened to studs with nails or screws of sulScfent length, spaced 12 in OC. Joints and fastener heads are not required to be treated. Flush Rating is 120 min. When used in addition to Item 5 Finish Rating is 150 minutes. 5B. Bats and Bienkels' - As an alternate to Items 5. Gies fiber or mineral wool insulation, min. 3-12 in. thick, placed to completely fa the wood or steel stud cavities. See Bats and Blankets (BKNV) category in the Building Motor" Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. Mn 314 in. separation between insulation all area separation wag. Finish Rating is 120 con. When used in addition to Item 5 Finish Rating is 150 minutes. 5C. Loose FRI material' -(Optional) - To be used in addlion to items 5, 5A or 58. any loose fig material bearing the UL Classification Marking for Surface Burning Characteristics, placed to completely or partially Nt the enclosed stud cavity in accordance with the application instructions supplied with the product Min 314 in. separation between moulation and area separation all. 5D. Fiber, Sprayed' - (Optional) - To be used in addition to hems 5, 5A ro 58. The spray applied cellulose fiber is applied with water to completely or partially fill the enclosed stud cevity in accordance with the application mstmetlons supplied with the product with nominal dry density of 2.7 lbMs. Alternate Application Method: the fiber is applied without water or adhesive at a nominal dry density of 3.5 We. in accordance with the application instructions supplied with the product. Mn 314 in. separation between insulation and area separation. U S GREENFIBER L L C - SANCTURAY, FRM, INS735, NS745 AND INS75OLD for use with wet or dry application. iNS515LD, INS54ILD, INS51 OLD, INS765LD AND INS773LD are to be used for dry application only. mh.p.,umebarn sw kxww c«twosom o.acexY.e, wrmr4onkam hx. DETAIL SHOWN ON THIS SHrET IS PUBLISHED BY U}.11g•1 VRITERt LABLIS L1s SFA igI aTRUCT //. m Zia (3� V rJ �2 LLI Q J Q it'd p ee Z� �S7 LU O= c ssj § M Uri > V = �1g i it rn i V � g � w c i Z sop O � � Iy y�0 c X 2 Q 2 O 1"OW. w y Q o F f� H - zW Q:WO oat r~7/mF • i 5 G STRUCTIxrALENG: TH C occ"ec": CC 0 N JCB W. STPR-1]14a AS INDICATED 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. GABLE RAFTER TO TOP PLATE SHOWN CODE& SDWCIS9= NPMD4E8 ERM Rafter to Top Plate sh— END (TRUSS TO TOP PLATE SIMILAR) Teat Top Plate.H.We' TRUSS SCREW TO BE INSTALLED METAL INSTALLATION INTO THE CENTER OF GUIDE TOOL OpOmef 22Y' Opkma122Y' THE GABLE END BOTTOM e CHORD 30' 90 t2'MN Reftor«Toss INSTALLATION 3„ )f" minimum GUIDE disbrce br fu" CHANNEL W NOT vabea (with « Spfee may be in upper or lower plate plate SOWC75D0 Yj"Mez ' ® N INSTALL C � ) witivin a �+-�a.mrbrrlYrrad.bapramtanewerw«rAV. erd AREA diwll. D dtke Shr#Cdve SDWCIo ovapeN.Meds. SDWC15600 SDWCIS600 _.._ SOM15600 81�-Wtiem�MYVb6M9.804rC,•40(r9./WssMWYlblhepide 5 daeerel b erratee opllei t.Y1rm aat0a d 725•. T. brrrm aat0e Rage Y 12"MN OffsetY" from bP plate splice for full vaium 1g — On CMai Umawd Chivas MYWIa9NIl angle Yeaeth9dwl,fr nrYliMreton yyol Nbr 1.Sbpe aeffieeleyaeslopedrgbardk-dYQa1212pkhard 90YVf.Y a SDWC15600 1-314'MAX tale IW PWAL .*9 uml nst.eevealt& be—kadnMYlkbb W na—dddbrfot ve daAAebppWsVYINytMfr.IMaflaatdtMYY.rbbrlrtl hbewpod al zRresoaw4aN.rrmbaudw. r4otcRra.b.aalraeaYwrm.Iy.Nr ovERrANc S SINGLE SDWC ROOF TO WALL OR BEAM SINGLE SDWC ROOF TO WALL OR OPT. SDWC INSTALLATION - NOTE SDWC MIN. EDGE DISTANCE FOR SDWC INSTALLATION INSTRUCTIONS 0 INSTALLTION BEAM INSTALLATION RANGE TRUSS/RAFTEROFFSETFROMSTUD SLOPEDNGAJZ12PITCMAYBETSIIPTOANO TOP PLATE SPLICE TO WALL �\ � �\ INCLUDI-ROOF R FIERS AND MUST BE SLOPED UP T AND CUT. `""`^ w f l \ SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION / 1 a) SMKIT.E SDWC ROOF TO WAIL OR BEAM INSTALLAnoN RANGE ! 2 1 OPT. SDWC wTALLATION-iRUSSIRAFTER OFFSET FROM MAID ��� OPT. SDWC INSTALLATION RANGE � SDWC MM. EDGE DISTANCE FOR TOP PLATE SPLICE 4 SDWC ISTALLATION INSTRUCTIONS (ROOF TO WALL) r' N.T.S. N.TS. NT.S, 3"-v-w NT.S. N.T.S. 9 fY:�:q?� �.9��;T:e7Ci.`f �T�4Ja:i iyCrfl: t� I[a:.`►d DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. SDWC156DO at S rgWdoude bodes plate over wood floor (0dde few asked) to 8bddng at d-bl. by tce d stud) Nak Rd eemmedab19aestlran soar SUPoCSR D-1O8OTTRATECONh.'fNONO`AR WOODFLODR SDWC SWTOSOTT. RATE CONNECTION W WOOD ROO K N.T.S. NOT USED N T.S. ® e e $ I I e o e $ Tuas«nfta 3h (2) SDWC1� TRUSS OR RAFTER ovaftanp Yr'-1" Ji•1• Y,YY. MIN. (2) SDWC 15800 OVERHANG Both eorewa indNed t s. DOUBLE SDWC INSTALL CONFIGURATION B 1 DOUBLE SDWC INSTALL: CONFIGURATION B OPT. SDWC NSTALLATION'TRUSSIRWTEROFFSET FROM STUD N.TS, N.T.S. MSDIW (3)SDWIC(MWmed2SOW PersNedrir!) (10"FeaedSerI) Ndc 8 W bBobn FYY atuen N aFr N+bSr6s a1nSr. SLANG ETXaE DISTANCE AND SPACING INFORMATION SDWC EDGE DISTANCE AND SPACING INFORMATION N T.S. CONFIGURATION 8 X X TALL THROUGH OFFSETWITH STUD) INS(TRUL1SS-I TOP PLATE INTO TRUSS/ RAFTER. BOTH SCREWS INSTALLED VERTICALLY tS' INTO THE CENTER OF THE TRUSSOWTER FROM THE UNDERSIDE OF TOP PLATE, 12' TO 1' FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3/4"1114" i f 3/4't1N- peSDoca 468DWC isd—par i k*..du Op5ma12174' 30 � 1 MC15/60a<r \ i !ears■ay. YassD9atr rmmemtt T ' 3Yy" hstalslDn Artie R.W osedy .hftmbppleb I r upper 14•meNmmtad9a dWtoa aeYer MYbun Edpe OeYro and 8pb OS.t RepY.—Y SDWC SCREW TO STUD - NARROW FACE 3"=V0' UPeemi 226. 1P m 30 1 90AC1210 atBWbDaAb7apPlre W^F—.TVA Ndx 8edbd.be by pYlr at.— 8ee/41,40✓daEY bran Vkbe— wopdFOnabSer. SDWC STUD-TO•TOPIBOTTOM PLATES CONNECTION N.T.S. Pressure treated We BfIWCMtlpal9l RrY Oaaeldter RihBYdc6lA� NOW 0 pYaNOWblwrddmmtdiae tbrdm*.. SDWC STUD -TO -SILL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION NOTES STFIOMGMA STRUCTURAL WOOD SCREWS FOR TRlL4BNAFIER STUD-TOPLATF NO FLOOWTOfLOOR CONNECTIONS ARE MANUFACTURED AID TRADENAARH® BY •SDePSON STRONGTIE COMPANY NO.' HOLE OFFICE 5955 W. LAS POSITAS BLVD, PL.EASWOIL CA NSSS TEL (SOD) 99B60BB. FAX S25) 547-15111r. 'SIMPSON SRLOMKOE COMPNIY. NO.• IB AN LBO 9001 REGISTERM COMPANY. 2 USE OF THIS PRODUCT 15 SUBJECT TOTHE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. 3. THESE PRODUCTS ARE PAT OF THE OYERNl. YARD UPLIFT FORCE RESISTING SYSTEM OF THE STRUCTURE ONION OF THE SUI DINISS MAN WIND FORCE fESISTNG SYSTEM, NCLuDm THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUC111RETOTHE GROUND. IS THE RESPONSIBILITY OFTHE SPF#TFJi. 4. ENGINEER OF RECORD NDNS IS PE MITIEDTO MODIFY DETAILS FOR SPECFICCORIO. 5. THE CONTRACTOR SHALLVERFYALL DIMENSIONS.CONDITIONS, ETC . PRIOR TO INSTALLATION OF ANYSTRONO.ORME SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM IF ANY DISCREPANCIES AM FOUND. THEY SMALL BE BROUGHT TO THE ATTENTION OF THE SPEAR FOR C4AIFICATIOH PRIOR TO CONSTRUCTION. ONLY COMMON HEEL TRUSSES VW A MN S-1? OVERHANG CAN USE THESE SCREWS. RAISED HEE fTAL BEARING ETC. MUST USE DOMINION. METAL TRUSS CONNECTORS PER CONNECTER SCfEDIJ E S. INSTALLATION OF PRODUCT WALL, BE DONE N CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPOISSLRYOFTHE FRAINNOXIENBULCONTRACTOR. CONTACT FOR F INSTALLATION NSRtUC710NS ARE NOT FOLLOWED. 7. SIAP90N STROND-TE COMPANY RESEMW THE RgHTTO OANOE SPECIFICATIONS, DESIGNS. AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. S. ALL HARDWARE CALLED OUT IS SIMPSON SRONG-TIE 9. DOUBLE TOP PLATES 8IW"LBE FASTENED PER DETAL WRITI S02 JILCONIRACRIR MAY USE SIMPSON 9DWC1WW SCREWS ONLY FOLLOWING CONFIGURATION 0) OR (B) THIS SHEET N LIEU OF SI PSON HIIOAORSNPSON H2.5 FOR COMMON OR JAM MOSES WHERE UPLIFT DOES NOT EXCEED (1195 to) FOR DFSP OR (1045 be) FOR SPF&F. N.T.S. J"f', * .4 ' 4P �` +:i.. Ayp O kkR,tt A rl ' - ♦ \�``` I] F J v� �� F21— I W� Z o� QM�{ z r� 1 vJ z 9 M . bo amp C e 2 b O � � G W 0 m J u Q 16 2 Z 0 - =a F 0 1- - u KW>O a No�F • 6� occ+E cc 0 .IDeNa sraL-nua WC AS INDICATED DATE. o IW(123 SDWC 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.a 1.b 1.c SDWC/F STRUCTURAL ASSEMBLY N T.S. IW 4 r 21* I II t 1.a 1.b 1.c Drive the SDWF screw vertically (90" t 2') into the center of the upper -wall bottom plate. Once SDWF has passed through upper -wall bottom plate and floor sheathing, make sure SDWF is still vertical (90" t 2') prior to driving SDWF into lower -wall double top plate. Adjust if necessary. Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. SDWF -TUW INSTALLATION AND PRODUCT INFORMATION N.TS. 1. STRONG -DRIVE STRUCTURAL WOOD SCREWS FOR TRU331RAFTER, STUD-70 PLATE, AND FLOOR M-FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY 'SIMPSON STRONG -TIE COMPANY, INC.' HOME OFFICE: STI58 W. LAS POSITAS BLVD., PLEASANTON. CA 94568 TEL, (8W) 8994M, FAX (925) 847-1597.'SIMPSON STRONCrTIE COMPANY, INC.' IS AN ISO 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. qw � CODES: SDWF: IOC -ES �,"W 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE tr c" TUW'. IOC -ES � � on- SWW STRUCTURE. DESIGN OF THE BUILDINGS MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD d PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY y OF THE SPECIFIER. plsts 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. tlip,,till 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY STRONG DRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPOISIIILITY OF THE SPECIFIER 7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, Ba AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE SDWF rtlodel nlrrlber per dotal 8 4 Losawdtappl isoott~ WWRAYBE EWYAW 0° 0"Su lm kerrmrw Note: Suds. ibor joist, blocI ft and sludio-plate connections rat shown for clarlity. TYPICAL SDWF-TUW INSTALLATION I( 3 WNANGLE N.T.S. Studs, Post and bl( per Designer Double SDWF Shawn (Bugle SDWF-TL1W sMer) STRANTAT CWflNU WS WALL N.T.S. 2. Slide the TUW (provided) over the SDWF screw head and center using locator tab as a reference. 011arst locator tab so that it points toward the outside of the wall. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2Y2" Simpson Strong -Tie Strong -Drive SD screws (provided). PLATE SHOWN Model No Allowable Joist Depth Below (in.) Single Bolt. Plate I Double Boft. Plate Min. Max. Min. Max. SOWF2716-TUW 8-1/2 10-1/2 6-7/8 9 SDWF2720-TUW 12-1/2 14-1/2 10-7/8 13 SDWF2724-TUW 16-1/2 18-1/2 14-7/8 17 SDWF2726-TUW 18-1/2 20-1/2 16-7/8 19 1. Joist depth listed based on the %'4" stbloor and 3" of thread penetration kdo double lop plotes. 2 See L•FSDWFALIHT lettertr 11 Y4",11 %', and 15" jolstdepths. LIMIT 1ISTAl1ATION d ALLOWABLE JST. DEPTH NOW SWd4o-plate connections are requires complete the bad path s are not shown for deft DOLUe SDWF shot (Shgle SDWF-TL W si N.T.S. SDWF-TUW CONCENTRATED LOAD RESTRAINT AT CDR" 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrive! N.T.S. SowF DEPTH GUIDE —� o v �31pE WALL 5. Check to ensure the proper engagement of the TUW tabs to the SDWF screw shank using the screw depth guide (provided). The measured gap shall be no greater than %32" and no less to %u'. SDWF-TUW 3y2A U.S. PATENT 8,276,323 The Strong -Drive SDWF is sold as a kit that includes: (25) SDWF wood screws (25) TUW take-up washers (100) 99 x 2Yi Strong -Drive SD structural -connector screws 5/e' hex driver bit Yi hex driver bit Screw depth guide to ensure proper SDWF engagement with TUW � •a?�aeeasotuW § , a <a a i �a AG f3+UJ _e J dg N tra a Z p i� i z W F LLB U O o a � " as Co C v 0C Z 7 � � C ; o s X m J - 2 W Q Z 3FO -IYWO toA 'oI STRUCT EW, TH I - STRUCT: JV oc CWE cc X)B,lw STAR-17148 I SCHE: AS INDICATED t- WTE: OS282B3 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. & WALLFRAMING PER PLAN OR SOLID e PANEL SPLICE W/ --- COLUMN AT PANEL MAX i/8" GAP SPUCE LOCATION BETWEEN PANELS COLUMN PLIES MAILED PER WFMSD2 �— NAfUNG PER WALL SHEATHING YuF/0/SD4 AND NAILING PER PLAN VERTICAL PANEL SPLICE DETAIL ALONG W N.T.S. '.. aw I WALL SHEATHING PER WFIOISD4 (2) ROWS 0.148"z 3" NAILS Q 3" O.C. PANEL TO PANEL (I) ROWS 0.146"x 3" — NAILS Q T O.C. EACH FACE OF CORNER AS R) ROWS 0.148"n 3" DRAWN. ALTERNATE NAILS Q 3" O.C. EACH ROWS AS REQUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRAWN. ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL WALL SHEATHING PER VVFIO'SO4 (2) ROWS 0. 14Wx 3" 1 TOP PLATE NAILING Q 4 TOP It SPLICE I rL PALL SPLICE W/ NAILS Q 3" O.C. SPLICE LOCATION MAX 1M" GAP PANEL TO PANEL PER WF07/SD2 1'4Y MIN. BETWEEN PANELS I DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPUCE S?D.148'x NELSPUEITHER WALL SHEATHING _— SHALL RUH CONT. ...... WALL SHEATHING PER WFIIySD4 WALL SHEATHING —_._—. WALL SHEATHING PER FROM EACH WALL SHALL RUN CONT. WiF101SD4 FACE TO CORNER. (1) ROWS 0.148"x 3" FROM EACH WALL MAX 1/5 GAP NAILS Q 3" O.C- EACH FACE TO CORNER. --- (2) ROWS 0.148"x 3" BETWEEN SHEATHING FACE OF CORNER AS MAX. 1/8" GAP NAILS Q 3" O.C. EACH DRAWN, ALTERNATE BETWEEN SHEATHING FACE OF CORNER AS ROWS AS REQUIRED DRAWN ALTERNATE NOT TO CROSS NAIL ROWS AS REQUIRED NOT TO CROSS NAIL NOT USED ( VERTICAL PANEL SPLICE DETAIL IPO VERTICAL PANEL SPLICE DETAIL (OPT,) N.T.S. N.TS, h x INSTALLS( nPER WFO7 Ut INSTALL FIELD INSTALLED TOP PLATE (2) 0.148" z 3" Q T O.C. PER WF071SD2 m 48" PAST SPUCE 8, EACH WAY A MAX A WALL SHEATHING SHALL RUN GONT, FROM EACH WALL FACE TO CORNER e 8 -- INSTALL HELD MAX_ JAr GM INSTALLED TOP PLATE BETWEEN SHEATHING PER WF07/SD2 PO TOP PLATE DETAIL AT CORNER N.T.S. NOT USED SECTION A -A INSTALLFIELD INSTALLED TO PER WF07/SD2 (2) 0.148" z 3" NAILS (2) 0.148" x 3" NAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD Q CORNER STUD Q CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING I I .I I NNOTE OT SHEATHING NOTSHOWN SECTION B-B HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H M (2)b6 42 SYP H4x6 3.5x5.5" AFP 1.8E SHORT SPAN HEADER H2x8 (2)a18 42 SYP H4x6 3.56.5" AFP 1.SE SHORT SPAN HEADER H2x10 (2200 N2 SYP H4xt0 3.519.5"AFP I.BESHORT SPAN HEADER H2z12 1 (2)2z12 R2 SYP H0/0 3.5z9.S"AFP I.BE SHORT SPAN HEADER t WHERE SYP N2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP i BE SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 1600000 psi, FB = 1500 W. FV - 175 P61, FOPERP = 650 psi. 3. AFP 1.6 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO HEADER SCHEDUE AND STANDARD HEADER NOTES ON NOTES 8 CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. TOP PLATE SPLICE / ATTACHMENT DETAIL N.T.S. SHOP -ASSEMBLED PANEL NOTES: PANELS ARE "PRE -ASSEMBLED" IN THE SHOP FROM INFORMATION SPECIFIED ON PLANS SEALED BY THE ENGINEER OF RECORD, AND ARE NOT INTENDED TO BE AN ENGINEERED PRODUCT. MATERIALS SIZES AND GRADES, DIMENSIONS, CONNECTIONS, FASTENINGS, ETC, ARE ALL AS SPECIFIED BY ENGINEER OF RECORD FOR THE STRUCTURE. THE ONLY DEVIATIONS FROM PLANS SEALED BY THE ENGINEER OF RECORD ARE SHOWN ON DETAIL SHEET WP1. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. 2z WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WPOI THIS SHEET) NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLEDWALL PANEL W/ (2) 0.14SN 3" NAILS Q 8" O C. (FOLLOW NAILING REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) 2x TOP PLATE PER PLAN (TYP) i ATTACH ALL STUDS � TOP AND BOTTOM WI (3) 0.148" x 3-Ile NAILS y� (TOE OR END NAILED) Oil _ _y" jk ;a (D i LL Z Z 3J a 113 1 5 Zi 'LLZ 50 Z LLI i LLl 0— 0 C H J ued C� c€ > w Q r. w W. F 9 : a W. z Z N = a c O 1, RM C LU � m J $ R S Z - XrO wr OXF - LU KW}O oW N Ai- • D_ END:TH D FTIW -STRUCT: JV OC CHEo, CC j"W STM-17148 SCALE: AS INDICATED DATE. Nvfxl7nn J W P 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. MIN.(3)2x SYP#2 - STUDS REDD ® END OF LANDING LAN MIN. (6) 0. 162" x 3-i? NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT-UP STUDCOU)MN STANDARD(3)2x12 -- SYP#2 STRINGERS W/ SIMPSON A35 / A34 CUP TO FLOOR SYSTEM & LANDING FRAMING (2) 2z12 SYP#2 BEAM MD SPAN BLO1 PER SCHEDULE REDD TOMATCH JOIST Q END OF LANDING DEPTH W/ (3) 0.148' z 3 FOR STRINGERS TO TOENAILS EACH END CONNECT TO. BEAM TO BEAR DIRECTLY ON i - BUILT UP COLUMNS BELOW OR I ALTERNATE HANGER 0 RIGHT OF THIS IL SEE TABLE FOR MAX. DETAIL WIDTH OF LANDING A -A PLAN VIEW @ 90 DEGREE TURN LANDING MIN, (3)2x SYP#28TLDS - SEE SCHEDULE FOR MAXWIDTHOF LANDING REDID 0 END OF LANDING W/ MIR (6) 0.162' x 3-12" SEE PLAN FOR DEPTH NAILS FROM (2)2x12 SYP#2 OF LANDING HEADER TO BUILT LIP STUD COLUMN i OPTIONAL(2)2x12 SYP#2 - .- - ATTACHMENT TO �% ' CMU& OGER N LIEU OF BUILT UP COLUMN - i ' W00C : HU210-2ML1C210-2 -... WY (18) OA6Z' x 3-12' NAI TOIL R/SUPPORT --. AND (10)0.148" x 3' NAILS , HU210.21HUC210-2 W/ (18) 114"6-1/4"TAPCONS TO CMU AND (IQ 0.148" x 3" NAILS TO C2)2X12 SYP#2 HEADER STANDARD (3) 2X12 SYP #2 STRINGERS W! B B SIMPSON A34 /A35 CJ CUP TO FLOOR SYSTEM & LANDING FRAMING STANDARD (3) 2X72 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LNE UP 29JOIST IN LINE WITH MIDDLE Zx12 STRINGER TO BE UTILIZED AS BLOCKING MN. 2.8 SYP#2 JOISTS LANDING ® IWO.C. W/ SIWSM A35OR LUAZ HANGER ON EACH SIDE MIN. 2,8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER .1 3) 0.162" X 3.12" NAILS C 18" O.C. MAX. TO EACH STUD. (2) 1/4" x 3.1/4" TAPCONS a Is- OC. MAX. FOR MASONRY WALL) 3M" PLYWOOD OR OSS SHEATHINGOVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH WI (3) 0.14F x 3' TOE -NAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL L MIN 2x8 SYP#2 JOIST (P.T. E ATTACHING TO MASONRY STAIR WINDER DETAIL PLYWOOD SHEATHING OVER LANDING MIN. 2x8 SYP#2 JOIST ATTACHED PER LEDGER(P.T.F GENERAL FLOOR ATTACHING TO MASONRY WALL) CONSTRlDTION NOTES BEAM @ END OF 16" O.C. LANDING P SCHEDULE OPTIONAL (2)2x12 SYPtT2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2MUC210.2 W/ (18) 0.162' x }1T2" NAILS TO LEDGER/SUPPORT AND (10) SIMPSON A35 0.748" x 3" NAILS TO (2)?z12 CONNECTIONS ByHEADER MASONRY: HU210.2NUC210-2 W/(18) MASONRY WALL OR FRAME WALL BEYOND 1/4"X3-1N"TAPCONS TO MU 10 0 148" 3' NAILS TO SCHEDULE REQD C END OF L- MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER W (3) LANDING FOR STRINGERS TO @LANDING 0 IWO.C. OAeY x 3.1?NAILS @1a-O.0 CONNECT TO. BEAM TO BEM W/ SIMPSON A35 OR MAX, TO EACH STUD. ((2) DIRECTLY ON BUILT OR LUS26 HANGER ON COLUMNS BELOW OR 1N134fil*TAPCONS 18'OC. EACH SIDE ALTERNATE HANGER MAX FOR MASONRY WALL) RIGHT OF THIS OCTAL A -A PLAN VIEW @ 180 DEGREE TURN LANDING \ SEE SCHEDULE FOR MAX WUM OF LADING 3/4'0.S.S. W/0.131'10-1/2' NAILS 4 3" O.C. TOP AND A35 0 EA. STRINGER BOTTOM CHORD TO LANDING SEE ARCH& FOR MAX. FLOOR SYSTEM PER RISE OF STEPS AND FRAMING PLAN TYP. MIN, TREAD DEPTH ( ) (2Wx12 SYW2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET414 214 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/ (2) 0, 14W x 3.1 N' NAILS Q 16' O.C. (3) 0.162" x 3.7? TOE-NALS PENDING LANDING HEIGHTANDPLAN LAYOUT. HEADER VATHIN SUPPORT WALL COULD BE REOLMED. SEE PLAN 2.12 STRINGERS ONE FOR REQUIREO ON EACH SIDE AND HEADER AND ONE Q MDSPAN A SUPPORT A MFORMATDN A34 Q EA. STRINGER TO LANDING 2X JOIST (P.T. R Zx ATTACKED TO STRINGER ATTACHING TO MASONRY WALL)CONTLEDGER w/ III PER aFEAM PER SCHEDULE END (3)0.162° x 3-1? NAILS 2A 2 STRINGERS ONE I I I I I III OF LANDING FOR STRINGERS TO IS- O.C. MAX, TO EACH STUD. ((S0I ON EACH SIDE AND I I I I CONNECT TO, SEAM TAPCONS ®78" O.C. Is- ONE MID -SPA I I I I TO BEM DIRECTLY ON MAX, FOR MASONRY / I I I BUILT UP COLUMN WALL) I I 1 / BELOW. A35 CONNECTION I11 _mIN WOODORMASONRY WALL SERE PLAN FOR D18 P.T. SPF #2 (MINI FASTEN TO SLAB USING ---- G MN. (3) 2z4 SYP 42 MN. (6)1/4-4-1/4- EVENLY COLUMN 2x JOIST PER SPACED TAPCONS ® MN. SCHEDULE END DISTANCE OF 1-1? 2. P.T. BOTTOM FATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO w1E3"•-w BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STARS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP)OF MAX WIDTH LANDING 1Y-0"ORLESS 1 (2)202 2x8 9'41" NOTE: 1, STAR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINNUM CODE REOUREMENTS AS SPECIFED N THE CURRENT EDITION OF THE FBC. 2. R)W2 SYP#2 BEAM IS REQUIRED AT THE OIITSDE FARE OF THE LANDING FOR SM04GERATTACHMEMS. SEE CH RT FOR MIN, S1 OF INSIDE BEAM. NAIL R)PLY BEAM TOGETHER USNG (3) 0.UW x }1M" NAILS AT O.O.C. 3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUC710K 2.4 CONT. TOP PLATE 3Yz" ATTACH TOP PLATE TO 2x4 #2 SPF STUDS C SEE ARCH PLAN L'-0"ABOVE STUB W/ (2) D 162" x }12" 2x4 CONT. TOP PLATE 24" O.C. SEE FLOOR TOE-NALS (ATTACH TOP PLATE TO 2X4 92 SPF STIRS 0 24" STUDS W/ (2) 0,162" x }i2" 2x8 VERTICAL e'4M NOTCH SILL PLATE I O.C. W/ (2) 0.148" x 3-IW TOE -NAILS BOTTOM TOE -NAILS OC. N. AND ANY FOR VERTICAL 2x4 SILLPUTS w/ (2) I NOTCH SILL AND 2X4 12 SPF STUDS 0 24" OPENING. WIN 0. x 3' NAILS 24" PLYWOOD FLOORING O.C. EVERY OTHER KNEEWALL HANDRAILHANDRAILO.C. (L O.C. (NOTCHED .2x6 ) TOALLOWVERTICAL STUD TO BE ATTACHED - 2x I- WH 0 148' X VERTICAL LOCATIONS).TO SLIDDOWN TO NOTCH FLOOR TO I -JOIST BELOW }1M"NAILS 1, 4. O.C. FACEID i-.1015T SHEATHING TO (OTHERWISE ATTACH ACCOMMODATE 2X I W/ (2) 0.148" x 3-1 W r ATTACH 2. VERTICAL TOE -NAILS 0 BOTTOM) y 2x6 VERTICAL AND TO I -JOIST W/ (3) Y' x Y i L-BRACE 0 6-7 O , & SDS WOOD SCREWS 2.4 SILL PLATE W/ (2) Z SECTION X-X G ANY OPENING EQUALLY 0162' X }12' TOENALS 2x4 CONT. TOP PLATE • SPACEDICENTERED IN EA CONT. BRACE 8 0-148' ATTACH TOP PLATE TO� WS)0.182"x }7? 4 i-JOIST TO OUTSIDE FACE OF JOIST X 3' NAILS ® 4 O.C. TO FLOOR SHEATHING TOE-N 2x4 #2 SPF STUDS 0 24" DOUBLE I JOIST PARALLEL TO FLOOR ATTACH 2.4 TO I -JOIST M O.C. W!(2)0.148'X}i!4' xr4 W!(2)Y"x3'SDS TOENAILS BOTTOM 3_}•J. SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE I I SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN I -JOIST STUDS W/ (2) 0.182" x }12" MAX 1'-0' ABOVE FLOOR TOE -NAILS W WIDE WE 2x4 #2 SPF SILL PLATE X X I STIFFENERS48"O.C. W/ (2) 0.148" x 3" NAILS 2x4 92 SPF STUDS a 24" PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ R) .00 4' O.C. OC. W/(2)0.148"x3.114" I 2X4 SILL PLATE WI(2) ROWS OFD74W x 3" TOENAILS BOTTOM I 0.148" x TRAILS ® 4' NAILS ® 3" O.C. NOTE: (2) SIMPSON LSTA24 I O.C. (NOTCHED @ 2x8 STIFFNER TO BE STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). FLUSH wl OUTSIDE OF STUD) EVERY 48" O.C. PLYWOODFLOORING TO ALLOW VERTICAL BOTTOM CHORD FLOOR BEAM CONDITION TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF I -JOIST PLAN 2x8 VERTICAL AND ATTACH 2x8 VERTICAL L-BMCE Q B-0' OC. & TO I -JOIST W/ (3) V X 3' G ANY OPENNG SECTION QUAW°°°�REWB ST02 HANDRAIL W/ 2• I IOIST SEE PLAN FLOOR BEAM CONN. WINST TOOUITSIOE w SCALE 3N" TO FACE OF JOIST SR M 1 JOIST PARALLEL TO FLOOR PARTY WALL OR CONTRACTOR TO MAKE PANELS WIDTH ELEVATOR WALL SEE PLAN CONSTRUCT PANELS TO SLIDE INTO THE OF ELEVATOR ODOR yr kx'Y ELEVATOR SHAFT YYt THRU DOOR OPENING, MIN, 711T SHEATHING W1 1 3 2 WIDTHS MAY VARY, RSRS-01 (0.137"#-3/e") PANELS 1 AND 2 TO BE MN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO RING SHANK NAILS 8': O.C. ON EDGE AND 12" O.C. N FIELD x INSTALLEDAND v' �. SHIFTED OUT TO ALLOW FOR PANEL 3 BEAR ON LEDGERS �. LOWER) ATTACH PLATFORM TO BE INSTALLEDTO LAST LEDGER VA I/4"X 3-112" PLATFORM LAYOUT AND WILLAro LOCKING SOS SCREWS G 12- EVERYTHING i 72X6 O.C. ON ANGLE TYP. TOGETHER. FLOOR SY MIDSPAN BLOCKING W/ (2) 0A48" X 34/4"TOENA11 S 022X6 #2 SPF CONT. .-._.. LEDGER W/ (2)1/4" X 3-72'SDS SCREWS RIMBOARD - 16" O.C. MAX INTO 2X6 #2 SPF RM BOARD STUDS OR FLOOR W1(3) 0.162" x 3.12"NAILS 2X5 #2 SPF JOISTS 0 12" SYSTEM TYP. EACH INTO JOISTS O.C. W/ (3) 0.167 x 3-12" END UNDER g END NALS FROM RIM PLATFORM C JOIST TO JOISTS W12X8 \ MID SPAN BLOCKING Mwt s,-0, 2X8 J2 I i '.. .,... SPF Q I r SEE PLAN FOR .... ..1,.. .._.. O.C. ADDITIONAL BEARING WALL INFORMATION NAZFa ' ELEVATOR TEMP. FLOOR HIN FLOOR PLATFORM DETAIL STHI SHEATHING SCALE 3W • T-r MIN. 7116" SHEATHING W/ RSRS-01 (0.131'4-3W) RNG SHANK NAILS ®6" O.C. ON EDGE AND 12' O.C. INFIELD FLOOR SYSTEM 2X6 42 SPF CONT. - LEDGER W/ (2) 1/4" X 3-12-SDS SCREWS 0 RIMBOARD - 16.0. , MAX INTO STUDS OR FLOOR 2X6 42 SPF JOISTS (Q 12' SYSTEM TYP. EACH O.C. VW (3) 0.162" z 3.112' END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W! 2XS MID SPAN BLOCKING W%fP SEE PUN FOR AODITI AL BEARING WALL INFORMATION ST05 ELEVATOR TEMP. FLOOR SCALE: 3W = I'4' - PARTY WALL OR ELEVATOR WALL SEE PLAN - ATTACH PLATFORM TO LEDGER W] 1/4" X }1? SIDS SCREWS @ 12" O.C. ON ANGLE TYP. MID SPAN BLOCKING W/ (2) 0148" x 3-1/4" TOENAILS s -1 -,SPF 11 BOARD - - ; W/ (3) OAST x 3-1? NALS INTO JOISTS 2X8 #2 SPF ® 12' O.C. MIN7116'FLOOR PLATFORM DETAIL SHEATHING Z T 52 I.L � a U) J z J � X0 W W G Q WI,,.g �T� 3 .W (D .O f 91 3 -sTRtICT: Jv 4 OC CHECK: CC 0 w JOB Np STAR-17148 Z scM AS INDICATED w DATE: 082&2023 U ST1 V. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.