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HomeMy WebLinkAbout6219-6289 Daerr Ridge St(Tyson Towns Building 3, Lots 15-22) May 30, 2023 Revise patio slab from 8'-0" to 4'-0" per request. All changes are clouded and marked with a Delta 1. T1, FL 0.1.11, FL 1.12, FL 1.12.1, FL 4.12, FL 5.12, FL 6.12, FL 0.1.7, FL 1.8, FL 1.8.1, FL 4.8, FL 6.8, FL 0.1.9, FL 1.10, FL 1.10.1, FL 4.10, FL 6.10, FL 0.1, FL 1.1, FL 1.1.1, FL 4.1, FL 6.1, FL 0.1.7, FL 1.8, FL 1.8.1, FL 4.8, FL 6.8, FL 0.1.8, FL 1.9, FL 1.9.1, FL 4.9, FL 6.9, FL 0.1.1, FL 1.2, FL 1.2.1, FL 4.2, FL 6.2, FL 0.1.10, FL 1.11, FL 1.11,1, FL 4.11, FL 5.11, FL 6.11, A0.1, A0.1.1, A1.1, A1.1.1, A5.1A, S1, S2, & S2.1 CtP,YY,� � e5'�_ Ffr INDEX GENERAL NOTES: LOT 15 - PULSAR 'OR' DETAIL SHEETS 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR FL 0.1.11 FL 1.12 SLAB PIANO' FLOOR PLAN'O• D-1 DETAILS 114 DETAILS JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO FL 1.12'1 FLOOR PLAN OPTIONS 0-3DETAILS THE BUILDER. FL 4.12 SECTIONS Da DETAILS 2• ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHANA MPS. FL 5.12 FL5.13.11 ELEVATIONS'O' ROOF PLAN 'O' DS DETAILS 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.12 UTILITY PLANS 10' 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 16 PULSAR 'KR' ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. - 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. FL 0.1.7 SLAB PLAN 1C 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. FL 1.8 FLOOR PLAN 1C 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL. :STATE, AND LOCAL BUILDING CODES FL 1.8.1 FLOOR PLAN OPTIONS WHERE APPLICABLE. FL 4.8 FL 5.8 SECTIONS ELEVATIONS'K 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A FL 5.13.7 ROOF PLAN •K WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. FL 6.8 UTILTY PLANS K 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY LOT 17 - PULSAR V AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND FL 0.1.9 SLAB PLAN'M' STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/21NCH 11 GAUGE NAILS HAVING A 7/16 INCH FL 1.10 FLOOR PLAN'M• HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME FFL L 1.410.1 FLOOR PLAN OPTIONS SECTIONS APPLICATION APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION 2020 RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET FL 5.10 •M' GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED FL 5.13.9 ROOF PLAN •M• AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE FL 6.10 UTILITY PLANS'M• THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER LOT 18 - PULSAR 'AR' FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. 11. CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020). NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER FL 0.1 SLAB PLAN'A' SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. FL 1.1 FLOOR PLAN •A• 12. IT IS THERESPONSIBILITYOF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N.E.C. 2017, F.B.C.R. - FL 1.1.1 FL 4.1 FLOOR PLAN OPTIONS SECTIONS 7TH EDITION (2020). AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. FL 5.1 ELEVATIDNS 'A' 13. EGRESS: EACH BEDROOM MUST HAVE ON WINDOW THAT H G C F THERE S E I W COMPLIES WITH EGRESS ODES, I ERE 1 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW FL 5.13 ROOF PLAN W MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FL 6.1 UTILRYPLANS W 14. ASPHALT SHINGLES (IF APPLICABLE): LOT 19 - PULSAR W WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR Rr''.` SLOPES FROM TWO FL 0.1.7 SLAB PLANK UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF U"iDERLAYMENT COMPLYING FL 1.8 F1.8.1 L FLOOR PLANK FLOOR PLAN OPTIONS WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FL 4.8 SECTIONS FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE FL 5.8 ELEVATIONS W IV OR ASTM D 67571S REQUIRED IN ACCORDANCE WITH SECTION R905.11. FL 5,13.7 ROOF PLANK 15. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHA!_L BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL FL 6.8 UTILITY PLANS'K RELATED SUB SECTIONS. LOT 20 - PULSAR 'LR' 16. UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL FL 0.1.0 SLAB PLAN •L' EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR FL 1.9 FL 1.9.1 FLOOR PLAN O FLOOR PLAN OPTIONS THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, FL 4.9 SECTIONS TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR FL 5.9 ELEVATIONS •L' TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN). FOR SERVICE TO THE LOTS AND OTHER PORTIONS FL RODI OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE 6.13.8 FL 8.9 Y PLAN LrralTV PUNS •c MANNER. LOT 21 - PULSAR 'B' 17. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION INCLUDING BUT NOT LIMITED TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. FL I.z - FL 12.1 FLOOR PLAN •B' FLOOR PLAN OPTIONS 18. STUCCO CONTROL JOINTS TO B NSA P C 10 -0 T R7.11.4.4)FR M I E INSTALLED LLED PER ASTM 63 6 (7.11.4.1 H U AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND FL4.2 SECTIONS DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION FL5.z ELEVATION' •B• OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE FL 5.13.1 FL 6.2 ROOF PUN •B' UTILITYPLANS'8' 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 22 - PULSAR 'N' DIRECTIONS, AND AROUND ROOF OPENINGS. APPROVED CORROSION -RESISTANT FLASHING SHALL FASHION A R HI LL BE APPLIED SHINGLE HIO IN SUCH MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY FL 0.1.10 FL 1.11 SLAB PLAN N' FLOOR PLAN N' OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FL 1.11.1 FLOOR PLAN OPTIONS FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. FL4.11 SECTIONS 20. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION FL 5.11 INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FL 6.13.10 FL 6.11 PKNNS N'' ROOF ROOF PLAN UTILITY PLANs'N• 21. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 8-PLEX BUILDING - A MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL A 0.1 A 0.1.1 SLAB PERIMETER PLAN 8-PLEX SLAB PERIMETER PLAN B-PLEX WORKING SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. A 1.1 FIRST FLOOR PLAN 8-PLEX DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26 A 1.1.1 FIRST FLOOR PLAN 8-PLEX GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. A 2.1 SECOND FLOOR PLAN 8-PLEX FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO A 2.1.1 A 5.1 SECOND FLOOR PLAN &PLEX ELEVATIONS e-PLE% CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. A 5.1.1 ELEVATIONS 8-PLEX AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING A s.1.2 ELEVATIONS 8-PLEX COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE AS .1.3 AS. '1 .4 ELEVATIONS 8-PLEX ELEVATIONS 8-PLEX APPLICABLE PROVISIONS OF SECTIONS M1411.3. A 5.1.5 ROOF PLAN 8-PLEX A 5.1.6 ROOF PLAN 8-PLEX TYSON 8-PLEX A LOTS 15-22 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME AREA FIRST FLOOR 588 SF FIRST FLOOR 48Ti8 SF SECOND FLOOR 17M SF SECOND FLOOR 6525 SF HEATED 1386 SF HEATED 11383 SF GARAGE 226 SF GARAGE 1771SF PORCH 32 SF PORCH 1249 SF PATIO I COV. PORCH 1 80 SF PATIO/COV. PORCH 1 -0 SF UNHEATED 338 SF LINHEATED 2660SF _ A;OiiY, iP A/1 COP,",PL11 V'j"rH P I .-l..It_..%lt4l.. NATIONAL -PLEC"rP1•r,; r CG�� ANG H? (17 . �`4yRHILI.S ©RDINAW,,CS ISSUE DATE: 05.09.2022 FOR REVIEW R� EVISIONS: 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 tram the builder. 02022 Starlight Homes LAST REVISION V = mS Z = _ krg�r <♦ N LL �` x Ln if dill 1tN1 W (j) OF- > ob 0 0 SHEET NO: T-1 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8"SOLDIERCOURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT. SIZE AS NOTED Eg CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING IS 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 I FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS JALLWINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72• ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ND FLOOR—PL. HT. _ rh 2ND FL. WOW HT. IN V2N FLOOR F 2ND FL. WM 2ND FLOC 1ST FI-009 P ST FL. VVDW ST FLOOR F FRONT ELEVATION 'O' 1/4' . 1'-0' AT 22'X34' LAYOUT 118- 1'-0' AT 11' X 17' LAYOUT LOT 15 ( _2ND FLO4jfL_HT_ �,JJ/1♦ 2ND FL. WDW.HT._ Q�-2ND FLOOR FIN. FIR. QST FLOOR PL, MT_ 1 ST FL. WDW. HT. 1ST FLOOR FIN. FLR. REAR ELEVATION 'O' 2 vm _ r-o• AT 2z•x3a• uvour i/d• = r-o• AT 1 r x 1 r Lavour IF— x CM O � x Q ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ©2022 Starlight Homes LAST REVISION LAST SAME06V � ui m & N UZ W •a a ob O W J J w SHEET NO: FL 5.12 x cm J i ........... ........-...... x 4 PATIO H LOT 15 W11GFI1 N accoNO. o ac ISSUE DATE: He i' �jWPCFl 05.09.2022 FOR REVIEW w 4 wi 4 i REVISIONS: FAMILY Hivl j OWNER'S �- \ I4 N4 _ ►TV 1 \ AN AS � ILI f, / REQUIRED PER -- 0-(jA,.. /' STATE AND - LOCAL BUILDING -� w ' ¢ � £ g/ .". cooE € �- These drawings are the property of Starlight n o o� \ j 3}-j - j ;GFI DISHWASHER DISPOSAL _s. CiTCi§I=1E Homes and are not IDbe utilized for construction, or in a; 220 1 l without permission from� the builder. ©2022 w w o y d a GFI j,{/ ®I,( VP ff • _ -� GFI ( HVAC .. i. I I MICROWAVE SERVICE Starlight Homes i PANEL o_ LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS' i7 REC. PUMP. i TO UGHT/ IF REQ. _sYnrcH LAST SAVED BY: TO UGHT/ \ -�,V/� ABOVE --- 4'n f1� I L: SWITCH WATER HEATER JAB 1 SERVICE PANEL VV r{. KEYLESS BELOW \ / 1 SIZEAND LOCATION €, IGHT IN - y {'. \ GARAG / I I 1 PER BUILDERS SPECIFICATIONS TTIC :� AND LOCAL CODES / ELECTRIC METER TELEPHONE/ €€ KEYLESS / •� TELEVISION $ ` 3- '• t SERVICE BOX CEILING\ /GFI DOOR a I J Y Bice: i f i .�. y 3 i I . / OPENER \ z RGgE Er $ I \ wPIGF] �?' I s i Y3F9 I. cmLL N N O Q L l / r —._. --4HB J cl) a 0 NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) O J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS 2 SECOND FLOOR PLAN IOI 114" . 1'-0" AT 22"X34" LAYOUT - 1'-W AT I I" X 1 r LAYOUT FIRST FLOOR PLAN IOI 1/A" = 1'-0" AT 22"X34" LAYOUT V-0" AT 11" X it LAYOUT °� J NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFC IAS REQUI WPIE%OURFf w wEq THERRiaoF aR WPLEZ WnET 101E Fl%TUR r"cumEscENr oN svnrcR uuNo Fµ IPRowDE aoeouaTE -PORT) (NEC) AN 0 MEETING THE REQUIREMENTS OF ALL GOVERN:NG CODES . 0 - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/UGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." 0 oR GrwuNorquLr ancutt�NreHnwTEn DUP o r 1�} wgLL vC q D pNpE p R ' T uoHr irn n�� g BEM ®--.".A rreHr uGNrFunIRE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE COTRACTOR SHALL BERESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. (} HusswnWEo owua ouOET RECESSED Oft HWW---- ". OwR MERY IPROLnoE gocGuan:swPORn as voLT wnET ccoozvD )-V PR .EcreGnT - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O REINFORCED JUNCTION BO% Q E%HauSTFq (ry TOEXTEWR) O rHERNosrnr ­0 MS SUPPLY MTH vuv>= - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFl) AS REQUIRED BY NATIONAL ELECTRICAL CODE AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TEIFaHONEa (NEC) - # wqu swlrcR ExHausr FnrauoHr coLelNgnoN HosE area ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. fvENrTO FsrERIORI fro - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - # 3 r"REE—swfrcR 8 ELEcrPoO NETER —+ Iw wgrER STUB our ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER. LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S _ # s ® —E—UGM R . _ SEvnrcH �{ SHEET NO: PROVIDE ' Low voLraGE—T j IScoIrgCT 7{ wau SCONCE AND a� - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS, UNITS MUST BE FL 6.12 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 WSOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF- INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/5/414 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/44 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING W/ IX3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E 16 /X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE MODIVINYL 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 �2tlD F10QRYJ-U x 2ND FL. VOW HT. FVPON BKT.12X16 - 1z 16 6" 2ND FLOOR FIN. F-R. �/ 1ST FLOOR PL. HT._ T FLWDW. HT. _ _ 16 6' LOT 16 - FRIEZE 1ST FLOOR-FIN-FUR�� FRONT ELEVATION K =-0T2X34'AYOUT 1/6' = V-0"AT / 1"X 1T LAYOUT141'A 2ND FLOOR EL WV 2ND FLORRI 1ST FLOg ST FL. %WA 1ST FLOOR F r, REAR ELEVATION 'K' 11 = 1'-0' AT 22'X34' LAYOUT I.- = 1'-0" AT 11" X 17" LAYOUT J .II C I 1111 §1 INS x CM - N J � O C_ I 4 H C4 ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ©2022 Starlight Homes LAST REVISION LAST SAVED_ V(31 If •� a • .a O LL i`lii � �V Q k ` WN Flail 11 a CL 60 W SHEET NO: FL 5.8 I GENERAL FOUNDATION NOTES: I -THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL SLOPE GARAGE FLOOR 11B" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS. AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INS WING DOORS. -TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE. PROTECT THE WATER HEATER WITH 3^ DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND FOF SUB ABOVE UNE OF FRAMED WALL ABOVE 4 e PORCH SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 7 12" LOT 17 RF:u 9'<12• 10'-0' 310 0 y @ PATIO SLAB 4' MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO I OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. ({ VERIFYALLGRADE NOTE: LOCATED GRADE i BEAM LOCATIONS UNDER ALL LOAD I PRIOR TO POURING BEARING WALLS I 3 OF CONCRETE. 3 , T 1 , N I i GARAGE SLAB' 9 12" REINFORCE PER LOCAL , ^^ .. CODE AND ENGINEER'S SPECIFICATKNJS _ F2 y e'•r I 1B•-r s• F __... 4^ w 8" CURB AT EXTERIOR s 0 rn GARAGE WALLS, SEE STRUCTURAL V-2 6'-0" 11^ 64" 8'-1' V-712• 1V-7" V-712• 19'A' ,SLAB PLAN V `D 1/4" = 1'-0" AT 22X34" UYOUr 1/8" - 1'-0' AT 11" X 17" LAYOUT t 12" WIDENS 1FIC CM +- - J � O 4 C13 ISSUE DATE: 05.09,2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 02022 Starlight Homes LAST REVISION W1� X W J J c D. (L oo OJ SHEET NO: FL 0.1.9 r i Cm ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8' SOLDIER COURSE ES ROWLOCK COURSE E7 FVPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFN/ALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4x6 CORNER TRIM eOARDS E15 FIBER CEMENT PANEL SIDING W/ 1 %3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING E16 1X FIBER CEMENT TRIM OR EQUAL. U.N.O. SIZE AS NOTED E77 FALSE WOOD/VINYL SHUFIERS, TYPE AS SHOWN, SIZE AS NOTED FASCIA 16 FRIEZE is 12 12 6 -1 �5 :::::]5 2ND FLOOR PL. HT. _ 2N_Q Fj-Y11M HT. J 6 B" 1 2ND FLOOR FIN. FIR. _1ST FLOOR PL. HT. 1S�W. HT. 8' i6 fi" ❑ a 13 4 i ST FLU FIN. FLR. r, FRONT ELEVATION V 1 /4' = 1'-0' AT 22'X34' LAYOUT 1/fi• = 1'-0" AT 11• X 17• LAYOUT LOT 17 * = 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 6- FASCIA E1 _ _ _ _ _ _ _ 2ND FLOOR PL. HT. _� _ _ _ _2ND FL. WDW. HT. S 0 2EP FLOOR IN F� 1ST FLOOR PL. Hj 1ST FL. NOW. MT. ❑ ❑ -- 1STFLOOR REAR ELEVATION 1MELEVATION V �I //4' . 1'-0" AT 22'X34' LAYOUT 1.8' = 1'-0- AT i 1' X 17' UIYDDT x J f Q ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: Th ese 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. ©2022 Starlight Homes LAST REVISION II Q CV 11 1 >C � z W r O a� �� W SHEET N0: FL 5.10 FASCIA 16 FRIEZE is 12 12 6 -1 �5 :::::]5 2ND FLOOR PL. HT. _ 2N_Q Fj-Y11M HT. J 6 B" 1 2ND FLOOR FIN. FIR. _1ST FLOOR PL. HT. 1S�W. HT. 8' i6 fi" ❑ a 13 4 i ST FLU FIN. FLR. r, FRONT ELEVATION V 1 /4' = 1'-0' AT 22'X34' LAYOUT 1/fi• = 1'-0" AT 11• X 17• LAYOUT LOT 17 * = 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 6- FASCIA E1 _ _ _ _ _ _ _ 2ND FLOOR PL. HT. _� _ _ _ _2ND FL. WDW. HT. S 0 2EP FLOOR IN F� 1ST FLOOR PL. Hj 1ST FL. NOW. MT. ❑ ❑ -- 1STFLOOR REAR ELEVATION 1MELEVATION V �I //4' . 1'-0" AT 22'X34' LAYOUT 1.8' = 1'-0- AT i 1' X 17' UIYDDT x J f Q ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: Th ese 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. ©2022 Starlight Homes LAST REVISION II Q CV 11 1 >C � z W r O a� �� W SHEET N0: FL 5.10 SHEET N0: FL 5.10 rr— GENERAL FOUNDATION NOTES:CM _ -THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATIONONLY. LOT 18 + - w -SLOPE ALL STOOPS AND FIARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL - SLOPE GARAGE FLOOR 1M' PER FOOT TO GARAGE DOOR OPENING. J i O _ - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. 312' 10•-0• 10 9'3 - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. W1a ISSUE DATE: 05.09.2022 FOR - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. � N REVIEW -VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY MAX ALLDOOR THREING �LD HEIGHTS TO HARD SURFACES. 7 314*- PATIO SLAB REVISIONS: TYP STOOP AT INSWINWLIDER DOORS: 36• DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. 4 FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH ! 3• DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATIO TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE MAIN SLAB REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. NOTE: EXTERIOR WAILS ARE DIMENSIONED To OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. REFER TO STRUCTURAL f ` NOTE: LOCATED GRADE VERIFY ALL GRADE j UNDER ALL LOAD 113EAM LOCATIONS I BEARING WALLS PTOPOURING 'CON CONCRETE. These drawings are the property of Starlight Homes and are not to be DRAWINGS FOR ALL utilized for construction, or copied in part in whole 1'-11' without permission from FOUNDATION DIMENSIONS —, -- the builder. Starlig t Homesg22 § LAST REVISION FOUNDATION KEYNOTE LEGEND IV-1012' T-9 NT _ o Fl UNE OF SLAB ABOVE F2 UNE OF FRAMED WALL ABOVE E in t i 3 1,14 `a �..... _ .., 3 { -' ----� 4j .. _ ++ LAST Y y � t L ARAGE SLAB REINFORCE PER LOCAL 12• CODE AND ENGINEER'S - SPECIFICATIONS • • a� 2 V F2 i ,q rr., W O� iiil It O k, €` W . FOUNDATION WIDENS ATSfTESPECIFIC I CONDITIONS I > 6• CURBATEXTERIOR 77 GARAGE WALLS. SEE o -- O� 1 STRUCTURAL < i li p j F1 l J N , coO o a N 6•C- n• 6•-0• r-2- PORCH SLAB 1'-7 12• 1 V-7- V-7 1&'j REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 7 12' 7 12 r, SLAB PLAN 'A' 1/4• . 1'-0' AT 2'11 A' LAYOUT I.- 1'-0' AT 11- X 17- LAYOUT SHEET NO: FL 0.1 � FASCIA + FRIEZE D FLOOR PL HT._ D FL WDW. HT. _ 1 ono * * o 4 � a E, E16 8" 2ND F�.O Rp FIN. FLR. IT-T_ _ _ 1ST FLOOR PL HT._ 1ST FL. WDW. HT. _ ........ _ __ 1 D O El 6" , 00 �® 1ST FLOOR FIN. FLR. _ _I I I I _ _ r, ELEVATION KEYNOTE LEGEND FRONT ELEVATION 'A' E2 MASONRY FULL BRICK cm � FASCIA + FRIEZE D FLOOR PL HT._ D FL WDW. HT. _ 1 ono * * o 4 � a E, E16 8" 2ND F�.O Rp FIN. FLR. IT-T_ _ _ 1ST FLOOR PL HT._ 1ST FL. WDW. HT. _ ........ _ __ 1 D O El 6" , 00 �® 1ST FLOOR FIN. FLR. _ _I I I I _ _ r, ELEVATION KEYNOTE LEGEND FRONT ELEVATION 'A' E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED 1/4'.1'-0'AT22"X34'LAYOUT 1/6". V,0' AT i I"X 17' LAYOUT LOT 18 * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOAND E OPENING IS GREATER THAN R WHOS 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTDLL. 6' FASCIA 2ND FLOOR PL HT EL. 'AM HT — — _ — El 1:1 FLOOR FIN FLR w 0 0 -- -- _ _ 1 ST FLOOR PL HT "_ _._ _ _ _ FL. WDWHT _ . .. ..... _ ... — _ 1 1 ST FLOOR FIN E�i FLR. REAR ELEVATION 'A' AT 22!;I LAYOUT I.- = 1'-0- AT 1117" LAYOUT r, ' X E4 B'SOlD1ER COURSE ES ROWLOCK COURSE E7 FVPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFhVALL INTERSECTIONS El FIBER CEMENT SHAKE SIDING PER DEVELOPER W/s/dxd CORNER TRIM BOARDS El FIBER CEMENT LAP SIDING PER DEVELOPER W/5/dx1 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ iX3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING E16 1X FIBER CEMEM TRIM OR EQUAL. U.N.O. SIZE AS NOTED E17 FALSE WQODMNVI SHUFfERS, TYPE AS SHOWN, SIZE AS NOTED s J f Q H C13 ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: Th ese 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. ©2022 Starlight Homes LAST REVISION LA�`��I I IFFIY Im0 No C-4 fit � LU ob X V + Z W r O J N Q O W SHEET NO: FL 5.1 s J f Q H C13 ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: Th ese 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. ©2022 Starlight Homes LAST REVISION LA�`��I I IFFIY Im0 No C-4 fit � LU ob X V + Z W r O J N Q O W SHEET NO: FL 5.1 SHEET NO: FL 5.1 A, - x CM J i � x Q H ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: LOT 19 12 12 s� These drawings are the property of Starlight �5 Homes and are not to be ROOF TRUSSES PER utilized for construction, or copied in pad or in whole STRUCTURAL ENGINEER without permission from the builder. © 2022 Starlight Homes LAST REVISION _ 2NO FLOOR P . HT. - _ _ _ _ _ _ _ _ - 2ND FL WDW. HT. v OWNER'S BED 2 BED LAST y084!11rr �Q� N O o� wg N - - - - - 1ST FLOOR PL. HT �I - - - _ - - - - - _ 1ST FS_ W. HT. z�G o FAMILY RM ENTRY ar 4 m a 4 Y w O ' 3 MAINTAIN MIN. 17R0'-713132" e-8"HEIGHT AT FRONT OFWATER CLOSET � It i_ 15T FLOOR FIN. F R. BUILDING SECTION 'K' 114*. 1'-0' AT 22X34" LAYOUT IM" = 1'-0' AT I x 17' LAYOUT d � 1 O � J y W y SHEET NO: FL 4.8 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6'SOLDIER COURSE E5 ROWLOCK COURSE E7 FVPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E+2 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/dxd CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/dzd CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/1X38ATTS AT,6'O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN. SIZE AS NOTED FASCW 1 FRIEZE 2ND-E QQRPL.! _ 2ND FL. WIM HT _ FVPON OW BKT.12X16 t 8" 1 2ND FLOOR FIN. FIR. _1ST FLOOR PL. HT. _ _ +5T FL__WDW HT. & E76 8 8 16 16 8' ®® o + �� 00 1ST FLOOR FIN, FLR. FRONT ELEVATION 'K' 1/r 1'-0" AT 22'X34'LAVOUT lie'=1'-0" AT 11'X 17"LAYOUT LOT 19 * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN m l 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE /1 WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7rH EDITION (2020) RESIDENTIAL 6" 6 FASCIA 2ND FLOOR PL. HT. H�& o� a 2NDFLOOR FIN.FLR._tl 1STFLOOR PLHT. _I STFL. WDW. H� • 1 1ST FLOOR FIN. FL_R.. & 2 REAR ELEVATION 'K' 1/4" = 1'-0" AT 22"X34" LAYOUT 1 /8" _ +'-0" AT 11"X +7" LAYOUT x .-w J f O I ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: Th a101 r ese drawings are the property of Starlight Homes and e not to be uGized for construction, or copied in part or in whole without perRiI5SI0n from the builder. 02022 Starlight Homes LAST REVISION r -U-1 -14 LLI 6 • v • Fa �_ V w 0 N W T' O a� SHEET N0: FL 5.8 s CM �2 O LOT 19 zPATIO WP/GFI@ o A•C COND. Aoc He WP/GFI ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: LL / DED ►TV \ i TV : FAN AS F�68 �. REQUIRED PER STATE AND t.„jIS A LOCAL BUILDING N. x o s �¢ m _� GFI , i i' -- L / — GFI� DISHWASHER {{ I ('�� t= j�j - r- DISPOSAL I ', i (� These drawings are the property of Starlight Homes and are not to be utilized for construction, or - - s w 1 f , / ®, /_,; copied in part or in whole z m I M"• �� R without permission from the builder. © 2022 a� o 8 :< Go - $ o ,, d Vp s II t HVAC i 1T 1 Y\ LI MICROWAVE FI1Starlight Imo' 1'1t$ SERVICE ¢F g�� 3 �� PANEL Homes LAST REVISION G • I , [ (C..{ TO LIGHT/ ! REC. PUMP, SWITCHi \. IF RED. O 2 TO LIGHT/ <� ABOVE STANDARD ELECTRICAL BOX HEIGHTS _ 30A. ELEC / SWITCH BELOW SERVICE PANEL \ WATER HEATER -- KEYLESS I, d - f v' \ / I y i SIZE AND LOCATION LIGHT IN I PER BUILDERS I ."� it y ' ;_ / LAST SAVED BY: ATTIC rL �\ SPECIFICATIONS AND LOCAL CODES/ wuL CAewE - .i I" [1.7 i y. _ ELECTRIC METER TELEPHONE/ t TELEVISION SERVICE BOX r I--R \ 'KEYLESS \ . _ v \_ \ OPENER.11 DOOR 0 YY A 3A'«GNVANITr RASE DARN ET E 1 iN CV , Y we NET h 2 = G G R / \ t �{"'i 1 ; _ L W Z ^ - _ CID IL He�--- a SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN W NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/O CONDENSER (NOT SHOWN) FIRST FLOOR PLAN 1K1 DO O � OVER BATH CABINETS OVER KITCHEN CABINETS n 1 /= 1'A' AT 22-X34 LAYOUT = 1'-0- AT I I' X 1T LAYOUT 4' 1TI = 1'A" AT 22"X34' LAYOUT = 1'-G' AT 11" X I r LAYOUT J M NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL DUPLEX OUTLET M {IEATHERPA��F GFI DUPLEx ouTIET © NES CEwNOMOUNTEDUICANGESCENr u Fix E .—UTTDNsvATCH W c UNSFAN IPnWIDEADEQUATESUP—T) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. U„-hv - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAWLJGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED SUITABLE FOR WET OR DAMP LOCATIONS.' - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THE SE SYSTEMS SHALL BE ENGINEERED BY OTHERS. GRouNGswL1 uncuNaNTERRwTER q1° O11f�T NAlfsrnwED DUPLEx —ET J. v✓AU MowT INCANO _Nrt ® IY ucrrr Fuel wi— y PECESSE..AN..ENT—T FarUaE N IWNT FlXTURE ura Fu+E mx%ANOEscENT (�y�✓/� —DEADEGUATESU—TI CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. �}i ALM��F IEn FixTunE ®CONNECTEDWISATiEar !/ v - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PRO VIDEAND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. aw mvGLT ounET Q REINFonceG—ON BOX # Q EXHAUST EAMG FAN (VENT IG EXTEwoRI TNSTAT OT ® TEIE°NONE SU—MTH —♦„a HOSE.M. VALVE - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. swrtcN EXHAUST FANUGHTCOMaNATIGN IVENT 1O EXTERIGRI - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS. SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO HELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS } THREE- smTCN 1 _ R'V/Avµ ® TEIEN91aN ® F-EGCENT UGRT NXnRE e ELECTTuc METER �. tN MATERSTUSOUT yI wnu scoNCE SHEET NO: MRITTENINRTAUDTI - PROVIDE AND INSTALL , Low VmTAGEOU111 TE-U.SYSTE.j oiSCGNNECT _T.. �{ FL 6.8 - LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED. INTERCONNECTED AND PROVIDE BATTERY BACKUP. fft. 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/ 514.4 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 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODMNYL 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 7rH EDITION (2020) RESIDENTIAL. LOT 20 Z 2ND FLOOR" Vy(� 2ND FL VJDN 2ND FLOOR" 1ST FLOOR P 1ST FL WDW t ST FLOOR" r, FRONT ELEVATION U 1/4'=i'-0'AT;.:LAYOUT I.--V-0- AT I I- X 11 LAYOUT 2ND FLOOR PL. HT_ 2ND FL. WOW. HT. _ Eli— q�1ST FLOOR FIN. FLR r, REAR ELEVATION U 1/4' a 1'-0' AT 2TX34' LAYOUT 1.- = 1'-W AT I V X 17- LAYOUT s CM J f O fY x Q H ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole Without permission from the builder. © 2022 Starlight Homes LAST REVISION LAS `ra@ BY: ;.# i # t o .� I� P w0 LL �` N X Lh 11//� z W T— O a� > Lu ob O W SHEET NO: FL 5.9 l� x CM J I O Q w LOT 20 U y AC CO ND o HB A� ISSUE DATE: 05.09.2022 FOR _ �- REVIEW 4 wic REVISIONS: FAMILY RM VYYNE j _ ....,.. BED TV/ �— `.Tv — ANUS\ //� / REQUIRED PER. -� ij• iJ .,. STATE AND ,..... LOCAL BUILDING �i �� \- •I e rofStarlight f CODE (, r property Homes and are not to be �, -...,, E :..... ` 3 x ' DISHWASHER �- i / ) 'T' w ' 3� DISPosAL — *� K I ' �< - I utilized for construction, or copied in part or in whole z m w s S 2zo T t w a ; 2 y , ® I _? LL 6 $g -� �8 without permission from the builder. 02022 LLa .. o ° W r '-- < k 4 i V� MICROWAVE I '� 1- E 3 GFI. ., r-7 cFl i FI I I I I HVAC �.E' SERVICE �L Starlight Homes LAST REVISION rP ix� � STANDARD ELECTRICAL BOX HEIGHTS Rec.F PUMP'❑c sW TCM/ TO LIGHT/ ' V ,l ABOVE \ 3(IA ELEC. A SWITCH J' \ �t 1 F'K 1 % ( BELOW \ WATER HEATER / J I SERVICE PANEL f f KEYLESS Ek - SIZE AND LOCATION _ LAST SAVED BY: C I�,.UGHT IN — ! — ' I I PER BUILDERS dTTK: - I AND LOCAL OD ES I ELECTRIC METER \ / TELEPHONE/ \ / I I; TELEVISION i' rry r- KEYLESS SERVICE BOX r�.,/ C1C D 3 _ I -/ f R 7 \\EN k /E LING\ ( f I ��� f I /GFI DOOR\ ! OPENER I _ � "�� s I QCM z i m 3i( i� X r a : - J a _ ------ N >- HB CL H F— NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS O J OVER KITCHEN CABINETS SECOND FLOOR PLAN U FIRST FLOOR PLAN U - 1/4' = 1•-0" AT 22"X34" IAYOUT = V-0' AT 11"X 17" LAYOUT 2 1/4" = 1'-0" AT 22X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0 DUPLE%ouRET ® cwNrts c - PEHJW ROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL wEgTHeHPHooF an ouPu;x ouTu:T Y Fl u owcnraoEscerrr PUSHOUTTON—TGH IPgoNOE noE°unTe suPPorrtl 0— CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. aHouNorauET curt.uremwreH "°v suoxe oETECTOA I(`} HAPDVANEDUDINIEH- - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED SUrTABLE FOR WET OR DAMP LOCATIONS' ° %O TGH �" ua/iiT FucTuH�o E� co.++ECTm w/e.cnEav C�y�/� uuo Fnu- EwcanEscEr-n - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. III ��w s'A7iCHEoouv�oU— 1 IECE-El wcunexern ucHT FttneTF M oHF no�EounTe suPPonrt CONTRACTOR INSTALLATION AND PLACEMENT. EiuNo rwrmou=o runuHE cT� SHALL BE RESPONSIBLE FOR PROPER aO' ap1ro°T arnET"VxPOR PHO°F ® c�cxaacreo wi enTTEHr - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATION AL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q ExXxUST FxN PENT TO ExTE M) THEHen— --® ws—PLY —H—W - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL HDN CEo..aNCnoN eox O CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. h ® TELEPHONE —E- # au swPCH FuwaHr coMww.Tiou - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/GUTOFFS. �€ ivENr.o ExrewoNl ® TEL:NSION / - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. i e THREE-wAV $w1TCH w - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS. yI H.wn swrrcH ® I—ESCENru°HTRx— 8 EECTwc METER /a —TER Slue cur DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. f o E— Pu.Fi - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: , urr voe_TxeE—ET sKTEN j oiseoNNECT swneH w'ui sc°NCE PROVID AND - PROVIDE ANO INSTALL FL 6.9 LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED. INTERCONNECTED AND PROVIDE BATTERY BACKUP. ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL RGOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 514.4CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING FEi6 I FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 FALSE WOODMNYL SHUTTERS, TYPE AS SHOWN, SIZEASNOTED * = 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 21 1 12 12 M ■u �:� �� I:IOIC►=ICl�lii ' �' 01 � I 1 O REAR ELEVATION 'B' 1/4" = 1'-0" AT 22-)(34" LAYOUT 1/B- = 1'-0" AT 11- X 1 T LAYOUT `ORW. H M4 �WDW. HT. FOR FIN. FLR. q .00R PL HT. 1-bu.1 OR FItLF V 1- x CM J � a Q H N ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be uiized for construction, or copied in part or in whole without permission from the builder. © 2022 Starlight Homes LAST REVISION 1Z1 1111 LAST Z :... Q J _ r �` Y CV 1 11 II x� Z W T- O aH a ao 0 W SHEET NO: FL 5.2 i i i � i� x cm J � O Q i--- C/3 ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: LOT 22 ,z 12 s� �s These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part or in whole without permission from the builder. © 2022 Starlight Homes — — — — — 22ND FL. — — — — — — —RPL HT 2ND FL. WL1W HT LAST REVISION OWNER'S BED 2 - BED LAST SAVE I 1 2ND FLOOR FAN, ' — — — — — — — — — = i ST FLOOR PL. HT�.LU ' r ENTRY Fit m O 4 0 m a _ m y LIL] FAMILY RM 3 Z g C� Na U Z • � MAINTAIN MIN. 17R 0' - 713137' "HEIGHT AT FRONT OF WATER CLOSET 1ST FLOOR FIN. Fyn .✓ ' ,� BUILDING SECTION 'N' 1/a" - -0' AT 22-X: LAYOUT IV. 1'-0" AT 11^ X 17^ LAYOUT J Cl) a O~ v, M W J SHEET NO: FL 4.11 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED Ed 6"SOLDIERCOURSE 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/5/4x6 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/dx<CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING) E76 1X FBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FgLSE WOODNINVL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED t� x CM J i O � x Q H C13 ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ©2022 Starlight Homes LAST REVISION LAST SAVEDJjjj r l l lI 6 It !41 fe�Ora Lr J.I � �/ 11111111��� PP aH a Cb0 W SHEET NC: FL 5.11 x cs PATIO LOT 22 y WP/GFl® AiC COND, A C SUE DATE: \ He WP/GFI 05 .09.2022 FOR REVIEW WIC: I REVISIONS: FAMILY h-M ?� OWNER' , BED I►TV I Tvt Tr ; _cOY➢ FAN A9 REQUIRED PER STATE AND 0 A LOCAL BUILDING .9 U CODE 3' — ... f. t y�} �'F` DISHWASHER These drawings are the property of Home and are riot not to be �• /--- `KITGa-1==S03 utilized for Construction, or q ; F ✓ I "� olsPosAL copied in part or in whole �'v 4 n f b / ®� 22� PDR i without permission from the builder. ©2022 ; ?�i I — 1 •• F1' MICROWAVE Starlight Homes HVAC C I GFrr .- .,.. :. `- �:, — =' I SERVICE PANEL LAST REVISION •� 3 I • ✓� I " TO LIGHT/�REC PUMP Z. LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS c awE f �(9' IF REO t ! TO LIGHT/ - -- M SWITCH _ BELOW30A. ELEC. I _ SERVICE PANEL \ 11 ( - WATER HEATER - � KEYLESS W I{-,,' SIZE AND LOCATION {{ i' ::y � 1 \ n / t - - LIGHTS PER BUILDERS 1 t _ _ ATTIC SPECIFICATIONS \ CAI" nCa'' / I / wu.L , .-----------------� - — ND LOCAL CODES / ELECTRIC METER I •' —\ / i ^ " ¢ TELEPHONE/ TELEVISION ` \ /KEYLESS � o � V BED 3 I'' SERVICE BOX --� 1 E li�iY \ ' yL W / EILING\ DOOR\ OPENER Y \ I N N Z 1,'n c E I C�PiCaI� Z ° �( W T J --------"--- J Mimi HB 0. INI NOTE: EXTERIOR W.P.OUTLET REQUIRED NEAR ABC CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN FIRST FLOOR PLAN INI OJ OVER BATH CABINETS OVER KITCHEN CABINETS /7/q^=1'A'AT22"X3q"LAVOUr 1'A"AT11"X77"AYOUT r, 1/q"-VLO0 AT2TX3a"L4YOUT=V-0"AT11"X17"LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCB AS REQUIRED BY NATIONAL ELECTRICAL a owtEx ourtET ® rxNEs cE------IN°ANSEscEHr PusHBunoNswncH uGHT B%IURE � CEILING FAN CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. {F wP'RR wEATHERmaGFaFI G°RLEx ouTLeT IP III 11—TE SUPPORiJ - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED SUITABLE FOR WET OR DAMP LOCATIONS.' D11P�` O1T�T 1�} wAU MouNTEo wcANwEscENr ® HPAGw1RE° DETECTOR T uoHr �muRE o wi BnTTERr _ /j uHw �E TM wr+,wEscEn* - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT."vnroR IO HurswncHEo—Ex 1> RECESSEDPKM SCENT—E coz DETECTOR EIINo.auNrEO tm FJzruRE RDwIRED AND IME0. Oy*^[O 1—IOE ADEQUATE--Tt V I♦ aw oiT ourtETECTERwIBATTERv ao ® - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETINGTHE REQUIREMENTS OF ALL GOVERNING CODES. O REINsoHCEo a»xnoN Bon 0 —A— FAN LVENT TO ExTERORJ THERMGBTAT �� GAS S—Y—VUVE - PROVIDE AND INSTALL GROLRND FAULT CIRCUIT-INTERRUPTERS(GFB AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - y + ALL S—H y ® TEu:PRONB _ j� —{OB —EatBe ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS,CUTOFFS. LVErn TO EaTEwoRtCaaRnTww ® ��Ns� - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL IT THREE--s,wrrcH 8 --+— 11—TE—SOUT ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS. SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S ii wwAr � i A ® FL°GRESCENTHGHIR%NR: EECTRCMETER o ELECTRIl In �{ SHEET N0: PROVIDEANDINNs. , LOW VOLTAGE auTLEr TECH HUB srsTern j OI w�LSCO - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FIL 6.11 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 12- 12" 10'-0" M o 0 W p I N I PATIO SLAB PATIO SLAB 4 F. }, IF 19'4 12' PLAN 1386 rE LAN 1386 1LOT 16 LOT 15 i I; ELEV KR LEV OR 1'i 12" i - 10'-7' 9 GARAGE a SLAB �Il N l- I 8'4' T-712' �11"� 1'-7 12' 19'-0 12' 10 12" I 512' 12" q _.If L w 31 l(jiE j O �14' 6'-0" 6'-0' 11' 1'-712" 8'd' i' I 1'-4' 8W 1'-712- 11' 6'-0' 6'-0" 11' 1'-712' 8'd' 1'-2' 12" 1012' 18'-11' 712" 19'-i" 1012" 1012" 18'-11" 2102I re 71194' SLAB PERIMETER PLAN 8-PLEX 1/4' . 1'-0" AT 22"X34' LAYOUT 1i8' - 1'-0' AT 11' X 17" LAYOUT ii— s c w J f 0 Q H ISSUE DATE: 05.09,2022 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. © 2022 Starlight Homes LAST REVISION LAST SAVED BYE • Q r Q P �� o_ 700 W04 X ''� J I�1l1`~�`�� ` (q I — a W �0 w J a in a J (N SLAB PERIMETER PLAN 8-PLEX 114" m T-0" AT 22•x34• LAYOUT 1/8' = P-0" AT 11' X 17" LAVOUr F- s CD �J g O i ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ©2022 Starlight Homes LAST REVISION LASTSA��1�Y �! z fir. •. Cr z XX ��_ �A� X r f)*? 11 11".1� W J !A M LU 060 W a fn a J r;n SHEET NO: A0.1.1 NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. - NG REFER TO LARGER INDIVIDUAL DUAL PLANS AND ELEVATIONS FOR ALL 2-HOURWLL ON WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY, O - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. S/C -SEWER CONNECTION FIRST FLOOR PLAN 8-PLEX LJ 1/a" � 1'-0' AT 22'X34" LAYOUT tie" . 1'-0" AT 11" X 17- LAYOUT TJ TRANSFORMER 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK x CM + J i 0 i Q C13 ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission trom the builder. ® 2022 Starlight Homes LAST REVISION SHEET NO: A1.1 ui a r 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 CML ENGINEERS DRAWINGS FOR ALL BUR -DING LOCATIONS AND PAD HEIGHTS. 0 FIRE PARTITION/ FIRE BARRIER LEGEND 2-HOUR DWELLING SEPERATION WALL O -WATER CONNECTION SAC -SEWER CONNECTION 0 FIRST FLOOR PLAN 8-PLEX 114" = V-0" AT 22"K34" LAYOUT 1/8" = V0" AT 11" K 17" LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK 0 /C 0 l� s CD J � ♦� I 4 f� ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2022 StarlighiHomes LAST REVISION X '"3I I! LV a aH CC °o J ao 0 lL J � U. SHEETNO: A1.1.1 NOTES: FIRE PARTITION/ REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. NG REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL ����� 2-HOURW SEPERATION ON WAILLL TYPICAL NOTES AND DIMENSIONS NOT SHOWN MERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O -WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. 5/C -SEWER CONNECTION SECOND FLOOR PLAN 8-PLEX 1/4" = V-0" AT 22X34" LAYOUT W = 1'-0" AT 11" X 1T LAYOUT BUILDING KEY F-- I I CD w LOT 21 I LOT 22 J I I �_ I I II— ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS. These drawings are the property of Starlight Homes and are not to be Utilized for construction, or copied in part or in whole Without pennission from the builder. ©2022 Starlight Homes LAST REVISION LAST SA 11:� ii CUM a• O R = JLL �`` i ao WJ Illaxl +�" J � O a� 06 OJ LL Z 0 U W N NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. NG REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL 2- HOUR W SEPERATION ON 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. 5/C -SEWER CONNECTION SECOND FLOOR PLAN 8-PLEX 1/4" - r-0" AT 22"X34" LAYOUT 1/e" - 1'-W AT I I" X 17" LAYOUT lE— x CM J f O 4 i� CZ) ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 02022 Starlight Homes LAST REVISION i z' X Ln 161 II W '— GC J cf) 0 a t- 0 00 OJ Z 0 w N SHEET NO: A2.1.1 x cm J f O � x 4 ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 02022 Starlight Homes LAST REVISION LASTS ti'BY+/jyh. i},frrr rG W, uj �i AP • `r x 1 w Z 11 J (n O a� Cb O J W s CD J f 0 � x 4 ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 02022 Starlight Homes LAST REVISION LAST SAVE ' ,� „`/�C,i✓ Qff 04 Nz W J 0 a� a Cb O LLI J W SHEET NO: A5.1.1 c5 J � O i Q I^ ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS - These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whale without permission from the builder. © 2022 Starlight Homes LAST REVISION LAST SAVED BY: jjjjjvr f*i f Yae ♦` • Z. 6 i Q s '• w F �� ftb LLJ J N p 11 IIAl4�a� aP Cb 0 W SHEET NO: A5.1.2 x cm J f a � x Q I-- f� ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ©2022 Starlight Homes LAST REVISION LAST SAVED MY ': X Gj' i k-43 r dll !1 t�4z"� dO a � � J W PER BUILDER ANDPOWERLAYOUT PLAN 1386 r, LEFT ELEVATION 8-PLEX LOT 15 1/4".1'-0"AT 22"X34"LAYOUT 1/3". 1'A"AT 11"X 17"LAYOUT ELEV OR PLAN 1386 PER BUILDER AND POWER LAYOUT LOT 22 r, RIGHT ELEVATION 8-PLEX 1/4' = 1'-0• AT 222•X34" LAYOUT i/e" = 1'.O" AT 11" X 17" LAYOUT ELEV N s CM J f 0 � x Q H N ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not tB be ubizedfor construction, or copied in part or in whole without permission from the builder. © 2022 Slarlight Homes LAST REVISION .rii36 ii11111 �Zwar�. rZ �N Q pper.. X� W r z ,J Cl) o a� Cb O W SHEET NO: A5.1.4 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 FIRE BLOCKING AT EAVES — NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. I 4'-0• 4-0- PLAN 1386 PLAN 1386 PLAN 1386 LOT 15 LOT 16 LOT 17 ELEV OR ELEV KR ELEV M ROOF PLAN 8-PLEX 0 1/4- = 1AT 22'X34' LAYOUT 1,11 = 1'-0' AT i V X 1 T LAYOUT AI l f I I I I I I Y V � l f k i I 1 k I II I r I I r J 1 f I I I,f T I ------7i- h' I 1 � =1 1 I 1 LL 386 ; �- T' 1 --------.—.-- --'1 �r I I 1 I Y �1 I Y t I I 1�, I 4 I I Y 4 Y I RIDGE LYWOOD CRICKET 'ER BUILDER I 6 f I I I 1 Y r 1, t I I r I= I r ' ! d I' I. r I TM x CD J f O � x Q H N ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ©2022 Starlight Homes LAST REVISION LAST W r'� J � a LL ab Q o O x SHEET NO: A5.1.5 f Z � Be ►1 fl .e% lair.. l� x cm � g O I� ISSUE DATE: 05.09.2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for oonstruction,or copied in part or in whale without permission from the builder. 02022 Starlight Homes LAST REVISION W1� Mr- , x 114V 1 OA 1p LJJ r- z J a F- a 60 U 0 SHEET NO: A5.1.6 EXTERIOR CAORNER 5/4' TRIM W. (Se REV) � SO iRM FULL LAP coom w. t"j FAUNG INTERIOR FRONT CORNER CORNER BOARD DETAIL 6ALVANIZEO I2TRWS5 ryN DRIP EDGE Ix2 P.T. 2x4 SUB 5/4" HARDIE FASCIA FASCIA PER O.H. ELEV. REQ. (SEE ELEVJ F GHANEL J CHANNEL VINYL SOFFIT EXTERIOR FINISH FLAT 5OFFIT DETAIL A HIP ROOF 2x4 5U8 12 PRE -MAR F. FASCIA TRI155 GALVANIZED DRIP EDGE 5/4 SYN. BO. OR Ix2 P.T. HARDIE BD. TRIM (SEE ELEV. FOR 3/4" HARDIE EXPOSURE DIMENSION) FASCIA PER O.H. ELEV. REQ. (SEE ELEVJ F CHANNEL. J CHANNEL EXTERIOR VINYL SOFFIT FINISH HIP SOFFIT HARDIE DETAIL ,1FA50IA D 51N6LE FRIEZE W. SILL BELOW TRIM BACKER BD. I/2" BEHIND TRIM DRYWALL 510INO ON FURRING JAMB DETAIL GALVANIZED 2x4 SUB DRIP EDGE*EMLEI/) FASCIA Ix2 P.T. PRE-MAN)F. 3/4' HARDIE TRU55 FASCIA PEREXTERIOR ELEV. REG.FIN15H J CHANNEL (TYP) VINYL SOFFIT GABLE 5OFFIT HARD I E D FASCIA DETAIL GALVANIZED 2x4 SUB DRIP EO6E FASCIA Ix2 P.T. PRE-MANRIF. 3/4' HARDIE TR 55 FASCIA PER 5/4 5YN. BD. OR ELEV. REQ. HARDIE BD. TRIM J CHANNEL O.H. (SEE ELEV. FOR (.�) (SEE ELEV) EXPOSURE DIMENSION) VINYL SOFFIT EXTERIOR FINISH GABLE 5OFFIT HARDIE nFASGIA DETAIL SINGLE FRIEZE BD. SILL PAN FLASHING MBMERAHE OR JAM SILL PRODUCT SEALANT FLANGE SEALANT SILL AT SILL BACKER BD. IX2 P.T. DAM BEHIND TRIM 2.4 SILL TRIM WEATHER RESISTANT In' GYP. W. BARRIER •2 WEATHER RE515TANT BARRIER •1 5HEATHIN6 BOARD AND BATTEN SIDING WALL 51LL DETAIL I� -TRT% . GALVANIZED DRIP ED6E I. P.T. J CHANNEL 3/4" HARDIE FASCIA PER O.H. 2x4 50 ELEV. REQ. (SEE ELEV) FASCIA VINYL SOFFIT J CHA.NNEL EXTERIOR FINISH RAKED 5OFFIT DETAIL J HIP ROOF 112 . 2x4 SUB FASCIA TRUSS�IVI GALVANIZED DRIP EDGE J CHANNEL Ix2 P.T. 5/4 5YN. W. OR HARDIE BD. TRIM 3/4" HARDIE O.H. (SEE ELEV. FOR FASCIA PER (`.� ELEV) EXPOSURE DIMENSION) ELEV. REQ_ VINYL SOFFIT EXTERIOR J CHANNEL FINISH HIP 5OFFIT HARDIE nFA5GIA DETAIL SINGLE FRIEZE BD. RAKED SOFFIT NAIL FIRST PIECE AT TOP SET SECOND PIECE IN SEALANT FLASHING PAPER �\ OVERLAPS TWO-PIECE FLASHING \Y, I o NAIL SECOND PIECE ON TOP / -4/ BOTTOM SHEATHING SLIPS PAPER STEPp BOTTOM I UNDER W-PIECE STEP 2 FLASHING NOTE. TO SEAL ARORD PENETRATIONS, USE A TYb-PEGE FETAL PLATE OMM M URETHANE SEALANT %EATNN6 WRAP ABOVE THE METAL PLATE SHOLD LAP OVER THE RATE HreIF SHEATHHNG YRAP BELOW IT SHOULD BE SLIPPED BREATH. WALL PENETRATION FLA5HIN6 DETAIL PIMEN51ON LOCATION ON FLOOR PLAN TO DRYWALL DIMENSION LOCATION ON 5LA11 PLAN TO 5LA13 EDGE LIVIN6 GARAGE INTERIOR WALL DRYWALL BA5EBOARD 1 1/2" TO FRAME KALL GARAGE HALL DETAIL f— c� __i 2 C Q fi ISSUE DATE: 08.09.19 FOR REVIEW REVISIONS: These drawings are the areaenr Of Stall" homes and are rat to be udffized for cmdulion, or a0pled in part or In whole wiftft permission from the bull&. 02016 Starlight Homes LAST REVISION tA SNEETNO: D-1 t— c� TEMPORARY TAPE TEMPORARY TAPE TEMPORARY TAPE TEMPORARY TAPE c 'FLAP' TO HOLD FLAP ,FLAP„ TO HOLD FLAP 'FLAP" TO HOLD FLAP 'FLAP' TO HOLD FLAP Q Z. Z1111 Z. Z. WRAP? WRAP? W�P� WRAP ISSUE DATE: SHEATHING SIEATHINY / qi` 'v 08.09.19 FOR REVIEW 51EATNIN6 • �SHEATHIN6 a REVISIONS: SEALANT BBNND HBNDOW FLANGE JAM FLASHING ROUGH ROUGH BffORE OPENING OPENING INSTALLATION INSTALL FLEXIBLE INSTALL FLEXIBLE FLASHING CORNER NNrtiW fl.AN6E WINDOW FLANGE FLASHING CORNERS 4' AT WINDOW SILL AT WINDOW SILL J.I These drawings are the 9LL WRAP LL PLA5HIN6 SILL RA54IN6 FOP" of Stftm Homes and are rat to be uWaW for cm*ucbm, or SILL FLA5HIN6 copied In part or in whole without permission from the bolder. ® 2016 WINDOW FLA511I1,16 METHOD 'A -I' WINDOW FLASHING METHOD 'A-1' WINDOW FLASHING MET}10D 'A -I' WINDOW FLA51HIN6 METHOD 'A -I' Staftht Homes 3-5TEP PROC . A. A WINDOW INSTALLER WILL GUT THE BIILDIN6 PAPER AT A 45• ANGLE TO A 2 A. INSTALL SILL FLASHING (EXTENDING 4" BEYOND THE ROUGH OPENING - A APPLY A CONTINUOUS BEAD OF SEALANT ON THE BACK SIDE OF THE A. INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. 3 `(' POINT 5' UP AND 9" OUT FROM THE UPPER CORNERS OF THE ROUGH OPENIN6. ON EACH SIDE) WINDOW FLANGE. LAST REVISION B. THI5 WILL MAKE A'FLAP" THAT WILL BE USED TO COVER THE HEAD FLA5HIN6 B. INSTALL THE WINDOW AGGORDING TO THE MANUFACTURERS B. EXTEND THE JAMB FLASHING 4" ABOVE THE ROUGH OPENING AND 8" BELOW THE ROUGH OPENING. IN STEP b. B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH M0I5TOP SEALANT SPEGIFIGATIONS. OR EQUAL) C. INSTALL THE WINDOW AG4-ORDINl6 TO THIS MANUFACTURERS o �EDj G. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL SPECIFICATIONS. (INCLUDING CORNER SHIELDS) TEMPORARY TAPE 9f.ATHIN6 •FLA,„ TO HOLD FLAP L HOUSE L HOUSE L WEATHER RESISTANT HOUSE RVERLATHENT MST EE e15TALLEO WITH PROPER LAPS _ w �� CONSTRUCTION TAPE AND PROVIDE ADEQUATE PROTECTION FOR OFNN65 N m u- HRAP7 „FLAP" WRAP? -FLAP' WRAP7 : (� ¢ z' 4 — — — — — Ilk HEAD FLASHING IEAD PLMHMG WAD FLASHINS I I DRIP FLASHING rl MUST BE Is INSTALLLY EDTO DIVERT WATER I L held „fie JAM FLASHING JAM FLASHING JM1 FLASHINS _ _ _ — — _ _ J Q I II I H WINDOW FLAME II I II LLJ o I WINDOW II �BE Q SEALED TO —PLYWOOD SILL FLASHING SILL P A5HIN6 SiU FLASH J I J WINDOW FLANGE WINDOW FLANGE MINIMUM 2" OVERLAP L REQUIRED DO M15T LAP MNIMRH 6' AND BE WINDOW FLASHIN6 METHOD 'A -I' WINDOW FLASHING t- T 'A -I' WINDOW FLASHING METHOD "A -I" SEALED AS RELURID Bf HANFACTORER 5 A. INSTALL HEAD FLA54IN6 OVER THE WINDOW FLANGE. b A. ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLA6HIN6. 7 A APPLY WEATHER RESISTANT TAPE OVER THE 45' AN61-E CUT ON THE BUILDING PAPER. BOTTOM SEALER STRIP MU5T BE PLACID OAR U$JMATMENT B. EXTEND THE HEAD FLASHING 8' BEYOND THE ROUGH OPENING ON EACH SIDE. TO ALLOW 405TURE TO BE VNERTEO TO THE 0N9IOE SURFACE B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM WINDOW FLASH I NO AND ARAF DETAILS SHEET NU °-2 ECuWRs1EATH* LAPSCINS, 034V A DIYd1BN UITIENRAP CUT HOUSE WRAP 50 THAT Z FLA5HING FITS U1L82 HOUSE WRAP TAPE EDGES. SrARIZRSBE 'Z' FLA5HIN6 OVER TOP OF 5/4' HARDIE BD TRIM. LEAVE A 1/4' 6AP BETWEEN 'Z' FLA5HIN6 AND 51DINS FLAIR: AS SHOWN. DO NOT CAULK 5W HAVE EI TRN 225 d HEATHER CO W WINS. SHVF SM OR SOMA MI BAT HOME NA CUT HOUSE WRAP SO THA FLA HIN6 FIT5 UNDER HOL WRAP TAPE ED6 STAMS 'Z" FLASHING OVER T OF 5/4' HARDIE W TR LEAVE A 1/4' GAP BETWEEN FLASHING AND SIDIN5 PLANK SHOYIR DO NOT ON, 514' WROE BD TRU WSONO,SWKESOR60 BONA AND BAIL sTARIBRSTRP —� T 11S LEAVE IM' BIP ffT1 T VCALK NO T ftA51016 W NTr CALLA VRAP r — — 215d NFAI16t OR —� SN'WIAE BO MIN —� e TETBI WxaR �' PANEL BOx 1 2VARIES 2" EXTERIOR 5HE 'Tf WS LW 510NG , %LW W1%OR BOARD AND EATO SIDING / TRIM AT ELECTRIC METER BOX STARITR SIRE NOSE TRIP z euwxs FXIm SEAIM LEAVE W ISM 9ETKEN SM W T H/SBK WNOICAIK SW VADULL®ICLE ATGK R155N PBE 4' GNAvMNA1EKR55 AXTCALa6 Sw KOM OP � W 5mNS, wa SIDAK OR DPW A10 BATTEN 510ING / TRIM AT GAS R15ER EMBNOR BEA,TRY. —� W SDM6,SWIE GONG BOMA AUD MTIBI � HOUSE WRAP ---\ To IE Chum W wr GAG K W"CH OF KOCKNG HOSE 1115 R ABNS CONSULTOR TD FROM VN1W/L BUCK 11'ONTI6 FOR HOSE 9E As SIOYN LAP SIDING , SNAKE SIDING DR BOARD AND BATTER HCUE WRAP CUT HOUR WRAP 50 THAT Z FLA5HIN6 FIT5 UNDER HOUSE WRAP TAPE EDE,ES. STARTER STRIP "V FLA5HIN6 OVER TOP OF 5/4' HARDIE BD TRIM. LEAVE A 1/4' GAP BETYEEN'2' FLASHING AND 51DIN6 PLANK AS SHOW DO NOT CAULK W:NLZ•jr-9= —. 5/4' HARDIE BD TRIM LAP 5401145, SHAKE SUPINE, OR BOARD AND BATTEN eKI13RON5IRAn LAP SIGNS, SHAKE SIDING BOARD AND BAT NMEN OUT HOUSE WRAP SO THA FLASHINS FITS LNDER NO 'TRAP TAPE EPA STARER! 7' FLASHING OVER TOP OF! HARDIE ED, TI LEAVE A 1/4' GAP BETWEEN FLASHING AND SIDING PLANK SHOWN. 00 NOT CM 5/4' HARDIE W TT LAP SIDING , SHAKE SIDING BOARD AND BAT 3 EP6E5 OF BLCATIG TO CALKED W NOT CALK BOTTOM OP N.KKINB FILM" COIIWLTOR W ORIllM NOTE OR PROVa VNfLAVO BVKK SEAL BB. BAGKIIG FOR NX£ 9E AS SEAT ININI YHTER #NIY.oE BIB S" RE~#STAM GIIIX W smNG, 51MF50NSM — aDAim Mm BATIBI 51DINO / TRIM AT H05E BIB STARTER STRIP 'Z' FLASHING LEAVE 1/4' GAP BETWEEN SIDING AND 'Z' FLA5HRG DO NOT CAULK 225d WEATHER CUT AS NECESSARY HVAC VENT W'aM5 SWIi SDNS OR BOARD AID DAM SIDING / TRIM AT HVAC OPENINGS STARTS, SVP AGUES T FvlslE� LEAVE W' BAR B`.T/EBN SONS NV r FLASKS WNW CCIK SAC HVAE ® TRH EXTERIOR SIEAIMM W SmNs, 51U/.'E SmIN6 OR BOW AN) BATTEN SIDING / TRIM AT ELECTRICAL OUTLET 5/4' WRDE BD TRM cm v 4 J f C Q t—' V! ISSUE DATE: 08.09.19 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied In part or in whale wow permission tram the, buider. ® 2016 Star5ght Homes LAST REVISION Q a i- W W 0 0 D-3 600 AMP SERVICE (4)-150 AMP MAIN TENANT BREAKERS / ENTRANCE RATED (1)-100 AMP MAIN HOUSE PANEL Vi J E 1 #1 #2 #3 #4 01 0 HOUSE �, 0 Q 120 20V O' O' 32GR 32GR 32 CIR32GR MLO MLO MUD MUD PANEL PANEL PANEL PANEL 12GR MUD HOUSE (n ISSUE DATE: PANEL 01 05.09.2022 FOR REVIEW REVISIONS: (2) 3" PVC 2- PVC 2- PVC BY OTHERS (1) #4 CU ( i) #4 CU WIRE BY OTHERS (3) 210 ALUM (3) #1 ALUM I I I I I I I I I I I I P Oft --j L These drawings are the 2 GALVRODS #z CU I property of Starlight Homes and are not to be I I I utilized for construction, or NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. r I �� I I I I I `�P Oft SI L copied in part or in whole without permission from the builder. 0 2022 Stad'Ight Homes LAST REVISION 8-UNIT ELECTRICAL PANEL DIAGRAM I \ I �P`' I \ �.II I DETAIL 1 �sP „7 t°J 2 1' = 1'-0' AT 22134' LAYOUT I I j I I z I " I LAST SAVED BY: 600 AMP SERVICE / (4)-150 AMP MAIN TENANT BREAKERS ENTRANCE RATED I I I 1 #5 #6 #7 #8 1 0 0 � 0 0S 120 240V 10 32 CIR 32 CIR 32CIR 32 CIR ML0 MLO MLO MLO 1 01 PANEL PANEL PANEL PANEL 0 EP 0t �O A ICn (2) 3- PVC BY OTHERS WIRE BY OTHERS 2' PVC (1) #4 CU (3) 2/0 ALUM pP� N J W w c NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC Q PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE PLUMBING INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2020 FLORIDA PLUMBING CODE, 7TH EDITION. r, PLUMBING RISER DIAGRAM `% 3' = 1'-0" AT 22"X34" LAYOUT = V-0" AT 11" X 17" LAYOUT 2 GALVRODS #2 CU NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. 8-UNIT ELECTRICAL PANEL DIAGRAM SHEET NO: DETAIL 2 3 1" = V-0' AT 22"X34" LAYOUT = 1'-0" AT 11' X 17" LAYOUT D-5 BUILDBIGCOM FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) MNIM(AA ROOF LOADNM 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 LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRSASWING DOOR M PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1607.1 BOTTOM CHORD DEAD LOAD 10 PSF MWMMIUN FLOOR LOADING: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS_60 PSF STAIRS 40 PSF DECKS 40 PSF BALCONIES (LESS THAN 100 SF) S) 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 23/324NCH OSB SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 24-INCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD O PSF BOTTOM CHORD DEAD LOAD 5 PSF GUARDS AND HANDRAILS: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 2W Las IN -FILL COMPONENTS WPLF DEFLECTION CRRERN: ROOF RAFTERS/TRUSSES LIVE LOAD L/240 TOTALLOAD L/240 FLOOR JOISTSITRUSSES LIVE LOAD L 1360 (REFER TO NOTE 3) TOTALLOAD L 1240 (REFER TO NOTE 3) 3, FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S WRITTEN SPECIFICATIONS. FOR TILE FLOORING, REFER TO THE TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS WIND LOADS MATH PLASTER OR STUCCO FINISH L / 360 WIND LOADS WITH OTHER BRITTLE FINISHES L 1240 WIND LOADS WITH FLEXIBLE FINISHES L / 180 DIFFERENTIAL OEFLECTON: THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIALF TI N N SPACING IV SBETWEE ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24" O.C., THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L/240: 0.20"MAX DIFFERENTIAL DEFLECTION TOTAL LOAD_L / 190: 027 MAX DIFFERENTIAL DEFLECTION FLOOR JOISTSITRUSSES SPACED AT 24' O.G. LIVE LOAD L/360: 0.13'MAXDIFFERENTIAL DEFLECTION TOTALLOAD L/240: 0.20'MAXDIFFERENTLAL DEFLECTION ABBREW1710MS AB. ANCHOR BOLT AA; AIR CONDITIONER INT. INTERIOR A.F.F ABOVE FINISHED FLOOR MAX. MAXIMUM A.M.U. AIR -HANDLER UNIT MCD MONTA CONSULTING & DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC BCDL. SOTTOM CHORD DEAD LOAD MP MILLION POUNDS/SQUARE INCH BRG. BEARING NO. NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE C CENTER LINE O.C. ON CENTER CJ. CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIA DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURE TREATED ELEC ELECTRICAL REQO REQUIRED ELEV ELEVATION RM. ROOM E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING E.W. EACH WAY SCL STRUCTURAL COMPOSITE LUMBER EXT. EXTERIOR SGD SLIDING GLASS DOOR FBC FLORIDA BUILDING CODE SIM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FUR. FLOOR SO. FT. SQUARE FOOT/FEET FND. FOUNDATION SUB SUBCONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT/FEET TCDL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD F V. FIELD VERIFY T.O.M. TOP OF MASONRY GALV, GALVANIZED T.O.W. TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYR TYPICAL GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HGT. HEIGHT WI WITH HORIZ. HORIZONTAL WWF WELDED WARE FABRIC I L O. IN LIEU OF WIND DESIGN CRITERIA MAID CODE ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, 71h EDITION (2020) WIND DESIGN REWIREMENTS, RISK CATEGORY BUILDING TYPE VB WIND SPEED (ULTIMATE) 139 -0 WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C ENCLOSURE CLASSIFICAT40N ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18 MAXIMUM MEAN ROOF HEIGHT 30 R VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 Pd j\ x I 111E4 a 4 FEET FROM ALL EXTERIOR ROOF SHEATHING & NAILING: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WINDAREA (SQUARE FEET) ZONE PRESSURES (PSF) ZONE PRESSURES (PSF) 0 -19 A2 +29.2 -31.7 +292 -39.1 20 - 49 fe +27.9 -30.4 +27.9 -36.5 50-991F +26.2 .28.7 +26.2 -33.0 100-199R2 +24.9 -27.3 +24.9 -30.4 200+R2 +235 -26.0 +23.5 .27.8 7'41 x 11-0- GARAGE DOOR +25.7 -29.1 7'-0' x 16-0' GARAGE DOOR +24.6 -27.5 SOFFIT PRESSURES 1 +29.2 -39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1.67 TO CONVERT TO ULTIMATE WIND PRESSURES. ROOF SHEATHING AND NAILING SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: ROOF PITCH MINIMUM EAVE/RIDGE INTERIOR ALTERNATE SAVE/RIDGE INTERIOR SPAN MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING w0 n� RATING THICKNESS TYPE (EDGE/FIELD) (EDGE/FIELD) TYPE (EDGE/FIELD) (EDGE/FIELD) ? H 4112&LESS 32/16 15/32" RSR501 6/6 6/6 0.131"x3" 4/6 6/6 GREATER 24/16 7/16" RSRS-01 6/6 6/6 0.131'x3" 4/6 6/6 RECOMMENDED 40/20 19/32" RSRS-03 or 6/6 6/6 -131"z 3" 4/6 6/6 I,. Q (ALL PITCHES) RSRS-04 ALTERNATIVE (IF PERMITTED) 32/16 15/32" RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC-R SECTION R301.1 AND DOES NOT MATCH THOSE OUTLINED IN SECTION R803.2. CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS, OSS OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. FOR TILE & METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN SPECIFICATIONS. / y �. I V = x n 1 f xd = >. { ( 4) 2. BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WITH THE SHI NOLE MANUFACTURER'S WRITTEN SPECIFICATIONS `'() ✓ d d 4 :r4-f p={ p y f { } d:. ��, J-.( p.. } ); N ^� x. a N u u 3. SHEATHING TO BE PLACED WITH LONG DIMENSION y` / /, n A n k PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY j, { s y f k CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT �f+ jP " ✓)-}✓j+{% AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO f % O r '� N !- X.R I` J„°` kV / \ j MORE THAN 24' O.C. �� iOtj+' ✓�k z� 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH R LESS THAN OR EQUAL TO 4112, THE BUILDER SHALL USE THE y{1 }Yp�. SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE _ } ! 4 Y q Y �' h} STRUCTURE. A n x yy Y 5. THE 'EAVE I RIDGE'ZONE 4.- IS MEASUR ED 4 FEET FROM THE )AV }a PERIMETER OF THE EDGE OF THE ROOF, AND V 'y 4 FEET EACH SIDE OF RIDGES AND HIPS. { }^ a } 4 . INTERIOR ZONE r Y: .:. 6.EDGE =NAIL SPACING ALONG PANEL EDGES. 7. FIELD • NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE I EAVE / RIDGE ZONE .✓i �` PANEL FIELD. ' r S. RSRS-01, RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING a = 4 FEET FROM ALL THE SPECIFICATIONS IN ASTM F1687. EAVES AND RIDGES Q 9. 0.131' X 3' SMOOTH SHANK NAILS MAY BE USED IF NOTED IN PER FBC-R301.2(7) a 2�_ THE ROOF SHEATHING AND NAILING TABLE. -N.P." INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. A� TILE ROOFS: 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY WHEN PERMITTED BY THE MANUFACTURER's WRITTEN SPECIFICATIONS. 'N.P.' INDICATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. GABLE END SHEATHWG: 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24116. AND A MINIMUM THICKNESS OF 7/IS' OSB OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAY BE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL NTH (1)-ROW0.131'z2-1/2'NAILS AT 3'O.C. AT EDGES, AND S' O.C. IN THE FIELD. INSTALL MIN. 2x4 SYPJ2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL WF10 FOR MORE INFORMATION. FASTENERS: REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SMALL BE 0.131' x 2-1Q' OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE OR TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A153. SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE 214 SYP n, NAILED AT EACH END WITH (3)- 0.131' x 3' TOE -NAILS. STANDARD NAIL SCHEDULE GENERAL DIAMETER/ STANDARD NAIL LENGTH HEAD DIAMETER Sd 0.131'x2? .281" Rod 0.148x3' .312' .131'x 3'GUN NAIL 0.131'x3' .281' 12d&16d SINKER 0.148'x3j' .312' 16d 0.162' x 3} .344' IRSRS-01)RING SHANK 0.113'z2a' .281" (RSRS-03)RING SHANK 0.131'z2}' .251' (RSRS4b)RING SHANK 0.120'x8' .281' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1667. INDEX OF DRAWINGS SHEET SHEET TITLE o S1 STRUCTURAL COVER LL n ♦g p !tJ W S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S4 NOT USED ♦ S5 FIRST FLOOR FRAMING PLAN S5.1 FIRST FLOOR FRAMING PLAN S5.2 NOTES & CONNECTOR LEGEND '` S5.3 ROOF FRAMING PLAN S5.4 ROOF FRAMING PLAN S6 MODEL SPECIFIC DETAILS I SD4 I TWO STORY DETAILS to PW1 U373 WALL ASSEMBLY PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY SDWC I SDWC DETAILS SDWF SDWF DETAILS WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES INUMBER I DATE I DESCRIPTION I INITIALS 15 I 1 1 2/27/2023 I CREATED 8-UNIT BUILDING TYPE W PER TYTH-BLDG 3 (BFS) IDP p M. C v 4 N C z� O� N W m O U xaz - ra3 -at W 0 'A TH STR- DP OC CHECK: CC O w JOB- STAR-15992 2 6GlE: AS INDICATED w RITE: OS10923 S1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 20DO PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS REIiFORCIIG STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A615: A.REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40. U.N.O. B.REFER TO DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND GRADE. CAEFER TO LINTEL PLAN FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE AND GRADE. 2. REQUIRED LAP SPLICES SHALL BE AS DEFINED IN TABLE BELOW. TABLE MDWS REDD LAP SPLICE, EMBEDMENT, AND HOCKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH JLAPSPLICE BEND G LENGTH LAP SPLICE 'C 'D' 'A' 'Er 'C -D" MASONRY 'D' CONCRETE #3 2-1/4' -1, 6' 15. 2-1/4" 4.12' 6" 15' 18' #4 3' 6' 6" 20' 3- 6' 6" 20' 24" #5 3-3/4' 7-12' 6' 25' 3-314' 7-12" 6" 2S 30' US 4-12" 9' G 30' 4-1 9' 6' 40' 36' #7 5-1/4- 10.1/2' T 41- 5-1/4" 10-12' T 53' 1 S3' b #3=2)S" #6=3' #7=3 K' Q .B'. H• W SPLICE STANDARD Or HOOK STANDARD MW HOOT( CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 6- PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATEROEMENT RATIO OF OS& 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A485 FOR Q1bkW1.4xW1 61M/VF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WNF. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS; ACI 301. 4. FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WITH A STANDARD SO -DEGREE HOOK AT THE CORNER, REFER TO TABLE MOOS ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. 5. SLAB ON GRADE. REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 113 OF THE SLAB. 1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90, SHALL BE NORMAL WEIGHT, $HALL BE LAID IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (fin) OF 2DDO 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 WTH A MAXIMUM AGGREGATE SIZE OF 3BINCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, USE OF GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 5. SHOULD AREAS OF STACK BOND EXIST, UTILIZE 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED. 6. VERTICAL REINFORCEMENT SHALL BE PLACED AS NOTED ON THE DOWEL PLACEMENT PLAN WTHIN CELLS FILLED WITH COARSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP AND BOTTOM AND MAXIMUM VT U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL; USE REBAR POSITiONERS IN MIDDLE OF WALL T 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 DURING THE CONRETE PLACEMENT OPERATION. 9. VERTICAL REINFORCMENT SHALL HAVE STANDARD SD -DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 90-DEGREE HOOK INTO THE FOOTING REINFORCEMENT. 10. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. 11. EXCEPT AS SPECIFICALLY NOTED THIS PLAN, THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS 602-16). 12. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES -1W TO+ 12• 14. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2X P.T. ATTACHED TO CMU W MIN. 0.131 DIAMETER CASE HARD MASONRY MAIL W/ MIN. 1-114" EMBEDMENT OR 1/4' TAPCON W MIN. 1-1? EMBEDMENT G 16- O.C. MEASURED VERTICALLY AND 4' FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR G MAX 24- D.C. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC *NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION-, LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#i M2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED 'No.i No.2' BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED'No 2' BY SPIS, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED'No. Z' OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#1#2 OR SYP#2 OR BETTER U.N.O. 6. ENDJOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8, THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. S. 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 Volk SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1"IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THATARE CORROSIVE TO STEEL IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACOC, ACOC, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA Ut STANDARD. 13. UNTREATED WOOD SHALL NOT BE INDIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE le' O.C. MAX. OR AS OTHERWISE NOTED. 17. AT ALL NON -BEARING WALLS: FRAME STUDS Q 24" O.C. W SINGLE TOP AND BOTTOM PLATE. LEAVE 1-12' GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WITH SIMPSON DTC CLIP OR 2x4 SYP No. 2 BLOCKING WITH (2)- 0.131' x 3' NAILS TOP & BOTTOM 18. ALIGN TRUSSES AND HAND FRAMING $O ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEIUNG. 19. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. FLOOR FRAMING NOTES: GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAW NGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS RED. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. S. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C.BUILDER SEE ARCHITECTURAL DRAWNGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING TO BE 3W PLYWOOD MIN. OR 23/32' OSB MIN. APA (4W4) RATED SHEATHING OR STRUCTURAL 1, WTH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131'x 7, 0.131'x TRING OR SPIRAL SHANK HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAIL$, SPACING SHALL BE 4" ON EDGES AND 11" IN FIELD. ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSVAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (Nos). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER (SCL)AS DEFINED BY NDS SECTION 8.1 (INCLUDING LVL, PSL. AND LSL LUMBER) OR STRUCTURAL GLUED LAMINATED TIMBER AS DEFINED BY NDS SECTION 5.1. VALUES AS FOLLOWS: COLUMNS BEAMS I STUD COMB. NO.50 GLULAM SCL E=1.9 MPSI E=1.7 MPS] E=2DMPSI E=1.5 MPSI FBV=210DPSI FB=2650 FB=3000 FB=2200 FBX=2,100 PSI FT=1650 FT=1700 FT=1500 FCII=1.700 PSI FC 11=30DO FC I=3000 FC 11=2100 FC_=450 FC_=900 FC_=450 FV =285 FV=285 FV=150 =IIII:-]Z� 11: TL-1I:C: 1. USE 12' CEILING OR SAG RESISTANT BOARD FOR 24' O.C. FRAMING U.N.O. 2. 5/8' TYPE *X* GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS I 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. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 124NCH (12.7MM) GYPSUM BOARD. IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WTH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING. 2. WOOD TREATED W TH ACOC OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 1. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A LICENSED ENGINEER'S SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN A.ALL TRUSS COMPONENTS SHALL BE DESIGNED WTH LUMBER HAVING A SPECIFIC GRAVITY (G) OF AT LEAST 0.50 S. THE TRUSS DESIGN/SYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGNISYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS. 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 SHOWNG SIZE, SHAPE, AND LAYOUT. 5- JOSSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WITH THE CURRENT EDITION OF SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI). 6. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WITH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEDULE. 7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES ON TRUSS ENGINEERING DOCUMENTS MAY BE DISREGARDED, 8. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN AND $HALL BE DESIGNED BY THE DELEGATED TRUSS DESIGNISYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. 2X4 SYP Y2 BLOCKING: A. WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO TRUSS TOP CHORD W (2)-ROWS 0.131- X 3" NAILS AT IT O.C. STAGGERED 6", BEGINNING 4' FROM EA END. S. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL BLOCKING AT 24' O.C. AND NAIL TO TRUSS TOP CHORDS W/ (3).0.131' x T TOE -NAILS OR FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. C. PLYWOOD EDGES AT RIDGES REQUIRE BLOCKING W/ (3)- 0.131' x 3' TOE -NAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS'X" BRACING: MIN 2.4 SYP 02 AT ANGLE APPROX. 45" FROM VERT. TO EA_ TRUSS MEMBER w/(3)- 0.131" X 3" NAILS. SPACE-X" BRACING ALONG TRUSS SPAN U IO'S" MAX AND EQUALLY SPACED FROM END OF TRUSS. 'X` BRACING TO START 2V-W MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-03 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2x4 SPF 02 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-O' O.C. MAX WIN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W (3)- 0.131-X 3- NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6- MIN PAST BOTTOM CHORD. 12- INSTALL PERMANENT 2x CONTINUOUS LATERAL RESTRAINT (CLR) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAW NGS & SCSI-B3. (T BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSIS3). 13. AT RAISED HEEL TRUSSES, 2x4 SYP 02IMIN J AT TOP AND BOTTOM OF HEEL W/ (2) 0.131' x 3' TOENAILS READ. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 1Y TALL: 2.4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX TRUSSES, THEN BOTTOM TO TOP WI(2) 0.131' x T NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER BCSIS3. 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED WOUT WRITTEN APPROVAL FROM MCD. 16. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WTH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. REFER TO DETAIL TB01 THIS SHEET. PER CURRENT EDITION FSC-R SECTION M1305: NOTE TO CONTRACTOR: ATTICS CONTAINING APPLIANCES SHALL BE CONTACT FOR FOR PROVIDED WTH AN OPENING AND CLEAR AND ADDITIONAL REVIEW PRIOR UN OBSTRUCTED PASSAGEWAY LARGE ENOUGH TO TO CONSTRUCTION IF AOW LARGEST APPLIANCE BUT TRUSS/PLAN ORIENTATION LLE NOT LESSS THAN OF TH HAN 30' HIGH AND 22" W DE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN 30" DEEP AND W DIFFERS THAN INDICATED It WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE THIS DETAIL APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED 72 INFORMATION NOT COVERED ON DETAIL SEE ROOF SHEATHING PLAN ATTACH PER NAILING SCHEDULE Zr MIN. GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER 2xd 02 SYP RAT RUN UNIT OR SYSTEM TOP AND BOTTOM MIN / SHALL BE PROVIDED BAYS ST AO SYMIECHANICAL (21PAS / CONTRACTOR OR BY LOCATION. MIN (3) BAY }, OTHERS, NOT BY MCD LAP W/(2)0.167x 7r 3-1? NAILS TO EACH TRUSS. TYP EACH S1DE STANDARD TRUSS BOTTOM CHORD B01 A/C IN TRUSSES 3/4"=V-( FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" a HOLE MIN. 6' DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING SONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WTH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STABt CONSTRUCTION 2XI2S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL SAID SUBSTITUTION WOOD STUDS MAY BE SUBBED w/METAL STUDS IN NON -LOAD BEARING WALLS 5.OMITTED ,FBOLT -12' ALLTHREAD ROD w/ 2' x 2' SO. WASHER DRILL & EPDXY w/ SIMPSON SET-XP EPDXY WITH MIN. 7' EMBEDMENT. -12'x6" SIMPSON TITEN HD THREADED ANCHORS W LBP12 WASHER MAY BE USED ILO 12• J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS FOR BED JOINTS 12'-1', GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REOD) FOR HEAD JOINTS GREATER THAN 3/4'. GROUT FILL CELL IN BLOCK AFFECTED ON EASIDE OF JOINT. PROVIDE (1) K5 VERT. REINF. IN EA. CELL CONT. PER PLAN. M COURSE AND ADJ. TWO COURSES BELOW 1 AS WELL AS 1. 2) COON: IF TIEBEA COURSES FROM FWD. HAVE HEAD JOINTS WHICH FALL WAN THE SPECIFIED TOLERANCES THE ADDED VERTICAL REINFORCEMENT IS NOT REO'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1 rr. NO FIX IS REO'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM-10-1-1/8, GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-178", CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: - WIDE FLANGE SECTIONS: ASTM A992, FY = 50 KSI FU = 65KSI - TUBE STEEL (HSS): ASTM A500, GRADE B, FY = 42 KSI - PIPE STEEL: ASTM A53, GRADE B, FY = 35 KSI - ALL OTHER STRUCTURAL& MISC. STEEL ASTM A36, FY=36 KSI 2. STRUCTURAL STEEL CONNECTIONS: - ALL BOLT CONNECTIONS SHALL BE AT'SNUG-TIGHT' CONDITION AS DEFINED IN AISC 360. - BOLTS USED IN STEEL CONNECTIONS: A325 U.N.O. - ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE 36 - BOLTS SMALLER THAN SW DIA.: A307 - ALL SHOP AND FIELD WELDS TO USE E70XX ELECTRODE 3. STEEL SHOP DRAWINGS TO BE PROVIDED TO FOR FOR REVIEW AND APPROVAL BEFORE FABRICATION. SHOP DRAWINGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTIONS ATTACHMENTS (INCLUDING WELD SIZE AND TYPE), FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WTH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE THAT AN A/O UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLIER SHALL DESIGN TRUSS TOP CHORDS AND/OR BOTTOM CHORDS TO SUPPORT A MIN. (2) 751b POINT LOAD EACH TRUSS AT THE NC LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS I` STANDARD TRUSS TOP CHORD VARIES BY OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2.402 SYPCROSS BRACING (AT 45') W (3) 0.14S' x 3.1 W NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REQD FOR LEVEL WORKING SURFACE C'n vJ W H Z I.L D F_ ND W ``F_^ V/ S STRUCT: DP >� OC CHECK: CC Q w JOB No. STAR-15882 I SUIE: AS INDICATED W DATE'. 05Vfl/13 S1.1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1386-OR 11387-KR' 138&M ' 1387-AR • 138r K • 1386-LR • 1387-B ' 138" 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. PROVIDE MIN.6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO SE LAPPED NEED TO HAVE A RECESS AT TH E SLAB. IF THE MIN MIN. 6'AND SEALED, REFER TO FBC.R CURRENT EDITION SECTION R50622 MR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOW THE TYP. 2. PROVIDE}1Q-THICK2500PSICONC. SLABWSIS~.4.WIAWELDEDWRE RECESSDETAIL. INSWING DOORS WITH NO COVERFABRIC(WWF).P CEDINMIDDLETOUPPERIIJOFSLA M"HOVERS REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY M USED ILO VW .WIZEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT W MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. INSWNG DOORS WITH COVER (MIN 5" RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS NOT MET - INMYDIRECTN)N,ARECEWISREQ'DECONTRACTO MFOLLOWTHETYP. RECESS DETAIL. INSWING DOORS WTH NOCOVER REQUIREA RECESS 4. EXTERIOR SLABS SHALL SLOPE IW PER FOOT AMY FROM HOUSE. S. CONTROL JOINTS(IF SHOWN) ME NOT REOD BY CODE BUT ME SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/r OF THE THICKNESS OF THE SLAB. FILL CUT WAPPROVED JOINT MATERIAL OR USE ALTERNATEAPPROVEDANETHOD. S. MECHANICAL EQUIP. LOCATIONS WLL BE DETERMINED BY COMMUNITY & COUNTY CODES. 7. FOUNDATIONS MD SUPPORTS FOR OUTDOOR MECHAN KCAL SYSTEMS SNALL BE RAISED AT LEAST ] ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION T w INSTRUCTIONS. S. NO WOOD STAKES PERMITTED IN FOUNDATION. IOw 9. PENDING SITE CONDITIONS. FOUNDATION MAY HAVE TO SE STEPPED DOWN. SEE SHEET W FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP �.. LQCATONS IF EE OTLMIREO 10. SEE DETAIL TANLE MDOB ON S1.1 FOR REQUIRED STEEL BENDS MD LAP SPLICE. ON 59 FOR STANDARD FOOTING STEP 1 AND INFORMATION. WYVN AND CORNER INFORMATK)N. CORNER 11. ANV EQUIRENTMWRAPPLUINCESHAWNGMIGNmO RCESHALL 9'-6 1? t SE ELEVATED A MIN OF 1W. CONTRACTOR TO PROVIDE SUCH PLATFORM W EITHER MASONRYOR WOOD CONSTRUCTION 12. ASSUMEDALLOWABLESOILBEMINGMMUREAFTERCOMPACTION: 2000 PSF (SEE SOILS REPORT MO SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO MOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TOM FREE OF ORGANIC MATERIAL AND COHESIVE SOBS, COMPACTED IN 12' LIFTS TO AT LEAST BS%OF MAX DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SUES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITYOF 2000 MF. 13. PEN DING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REGUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART FOR REQUIRED REINFORCEMENT MD FOOTING SUES PENDING DEPTH OF AIC PAD I STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REWMAND PROVIDE t 14. IF STEM WALL IS REQUIRED TO SE CONSTRUCTED TALLER THAN THE HEIGHTSPROVIDED ON THE STEM WALL SCHEDULE ,,,,,,__„_,__, CONTACT E.O.R. PRIOR TO CONSTRUCTION 15. ALL FOUNDATION PADS WHERE SHOWN DN THE BELOW FOOTING — 7 SCHEDULE SHALL BE INSTALLED WHERE THEDEPDIOFTHE 3 FOOTING WILL BE MEASURED FROM THE LOMSTSLAB ELEVATION ' I MAINTAINING A MINIMUM DEPTH AS SPECIFIEOTHEFOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE -- CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY -_ ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. 16. FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SLAB. 8'3- (2-STORY FTG) 159.3' FOOTING SCHEDULE Q O 12'Y17 12'dp w/ W. EQUALLY SPACED EA. WAY MIN. 7 HMe. CLEARANCE BETWEEN U MIN(2)4 S E.W. BARS & 3-MIN, COVER TO EDGE OF CONIC, O 121124117 4,06e EOUALLYSPACEDEA. p w/ 11 24'SIDE@3'O.G.MIN m 1A WAY MIN. T HMU. CLEMANCE MI EN (3) 05 PARALLEL TO 17 BARS E 3' MIN. COVER TO EDGE OF CONIC. > SIDEW O.C. O 24'k24N174P 1/05'* EQUALLY SPACED EA i O WAY MIN. T HORU. CLEARANCE BETWEEN MIN (3)O S E.W. BARS. T MIN. COVER TO EDGE OFCONC. 28128'Yi7 tlP w/ 06F EQUALLY SPACED EA. r 2.3 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN(4)05E.W. BARS & 3' MIN. COVER TO EDGE OF CONIC. rc 30k3 17 tlP w/RSs EQUALLY SPACED EA 25 WAY MW. 2- HORU, CLEARANCE BETWEEN MIN (4)05 E.W p BARS& T MIN. COVER TO EDGE CFCONC. H 31117/17 tlP 1116, EQUALLY SPACED EA. Q6 WAY MIN. 7 HOR U. CLEARANCE BETWEEN MIN (5)05 E.W. O BARS T MIN. COVER TO EDGE OF CONC, Q O 3SN36N I tlP w/X5e EQUALLY SPACED EA WAY MM. 7 HOR U. CLEARANCE BETWEEN MIN (5)95 E.W. U BARS & 7 MIN. COVER TO EDGE OF CONC. O 4n4n 12'tlP IIS', EQUALLY SPACED EA 3.5 WAY MIN 2- HORU. CLEARANCE BETWEEN MIN (6)05 E.W. T BARS & 7 MIN. COVER TO EDGE OF CONC. ® 47147116' 1, w106, EQUALLY SPACED EA WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (6)05 E.W. S BARS& 3 MIN, COVER TO EDGE OF CONC. U O 46 WI17 tlP w/ IS* EQUALLY SPACED EA, WAY MIN. 7 HOR U. CLEARANCE BETWEEN MIN (7)65 E.W. p BARS & T MIN. COVER TO EDGEOF.. 48Y48Y18'tlp w7S61 EQUALLY SPACED EA V 4A WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (7)k 5 E.W. BARS & 3' MIN. COVER TO EDGE OF CONIC. 2 48'k46X24'tlp w/ 06c EQUALLY SPACED EA. w 4B WAY MIN. 7 HOR. CLEARANCE BETWEEN MIN (8)a 5 E.W. BARS & T MIN. COVER TO EDGE OF CONC. S2'k57x17d, w705's EQUALLY SPACED EA, O E 4.3 WAY MIN. SHORU. CLEARANCE BETWEEN BARS & r MIN. COVER TO EDGE OF CONC. MIN",.... — Z 54154' 16'11 wM 71 EQUALLY SPACED EA, 4.5 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (8)05 E.W. p BARS &3- MIN. COVER TO EDGE OF CONIC. 54'154'1114 4P WIWI EQUALLY SPACED EA. p 2 1V WAY MIN. 7 HORU. CLEARANCE BETWEEN MIN(9)05 E.W. `$ MRS a 7 MIN. COVER TO EDGE OF CONC. 60NIS'tlp wM6I EQUALLY SPACED EA. r O6 WAY MIN. 2- HORU. CLEARANCE BETWEEN MIN (9)05 BARS& r MIN. COVER TO EDGECFCONC. r 6ONS6k1S' tlp wM6e EQUALLY SPACED EA. 5.5 WAY MIN. 7 HORU. CLEARANCE BETWEEN _ MIN (10)05 E.W. BARS & 3' MIN. COVER TO EDGE OF CONC. 0 O 0 U C 5 FOUNDATION PLAN p 1386-OR LOT# 15 1386-KR LOT# 16 1386-M LOT# 17 1386-AR LOT# 18 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. "4 LL _O Z L� f Q Rp >� O W Z J r ~ O V� FF3 W W W LLa W M - Cr N or Z r C 6q E u c WDOO Uj J - S a Z Uj DL XzF0 IYWO TH QC CHECK: CC p w JOS No. STAR-15992 2 SCALE: AS INDICATED w DATE: osmwn I f S2 1387-KRI 1386-M 11387-ARI 13864( 1 1386-LR1 1387-8 1 1396-N BUILDING KEY FOUNDATION NOTES: INSWING DOORS MATH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR)DO NOT I. PROVIDE MIN.6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE UPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. S' AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R508.2.3 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYR 2 PROVIDE3-12'THICK2500PSICONC. SLASWMOAH. SWAWELDEDWIRE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRIC (WWF). PLACED IN MIDDLE TO UPPER 1n OF SLAB DEPTH OVERS REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY M USED ILO WNIF MEN FIBER MESH MEETS OR EXCEEDS SPECIFIGTK)NS SET FORTH IN CURRENT CODE EDITION). 3, CONSULT W MAN. SPECIFICATIONS PRIOR M POURING OR RECESSING DOOR SILLS. INSW NG DOORS WITH COVER (MIN 5" RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQ'D & CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. INSWING DOORS NTH NO COVER REQUIRE A RECESS 4. EXTERIOR SLABS SHALL SLOPE IW PER FOOT AWAY FROM HOUSE. S. CONTROL IOMTS(IF SHOWN) ME HOT REOD BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REIN F. GONG) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1M' OF THE THICKNESS OF THE SLM. FILL CUT WAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 6. MECHANIC AL EQUIP, LOCATIONSWLL BE DETERMINED BY COMMUNITY & COIINTYCODES. 7. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTENSSHALLSERALSEDATLEMT3'ABOVETHEFINLSHEDGRADE AND SHALL ALSO CONFORM TO THE MMUFACTURER INSTALLATION J INSTRUCTIONS. • 8. NO WOOD STAKE8 PE0.MITTED IN PDUNDATION. � 9. PEN DING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN.• SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP' LOCATIONS IF REQUIRED 'R 10. SEE DETAIL TABLE MODE ON SIA FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF08 AND MF10 ON W FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. . 11. ANY EQUIPMENT MOLAR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 1WCONTRACTOR TO PROVIDE SUCH PLATFORM W EITHER MASONRY OR —0 CONSTRUCTION 12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 20004 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT OO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TOM FREE OF ORGANIC MATERIAL ANDCOHESNE SOILS, COMPACTED IN 12- LIFTS TO AT LEAST 35140E MAX DRY OEN M DETERMINED - ). IO SIZESINDIC(MODIFIEDPROCTOR THE FOUNDATION INDICATED THE FOUNDATION PLAN HAS BEEN RN DESIGNED FOR A MINIMUM SOIL BEARING CMACRYOF2000 PSF. MINIMUM 13. PENOING SITE CONDITIONS, IF STEMWALL IS REQUIRED, GC. TO DETERMINE REQUIREDCOURSES FOR STEMWALL FOUNOATION.SEESTEM LCHART FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. IF CHART IS NOT PROVIDED, OMTPCT FOR TO REVIEW AND PROVDE - IF STEM WALL IS REQUIRED TO SE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -TOP— CONTACT E.O.R. PRIOR TO CONSTRUCTION 15. ALL FOUNDATION PADS MERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WIERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LON_ST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS MINOR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTSMEMET. 16. FIELD TOVERIFY ALL GAS LINE ANDPLUM&NG LOCJTIONSPIOR TO POURING SLAB. FOOTING SCHEDULE 1Z 17 1711 w/ MY, EQUALLY SPACED EA, O WAYMIN.7 HORQ.CLEARANCE BETWEEN MIN (2)95 E.W. BARS & Y MIN. COVER TO EDGE OF CONIC. 171241171p w/ W, EQUALLY SPACED EA. 24. 810E;3" O.C. & MIN 1A WAY MIN, 7 HORIZ. CLEARANCE BETWEEN (3)15 PARALLEL T017 BARS& 7 MIN. COVER TO EDGE OF CONC. SIDE "O C. 241117 dp w/ 15s EQUALLY SPACED EA O24" WAY MIN, 7 HORO. CLEARANCE BETWEEN MIN (3)05 E.W. V BARS& 7 MIN. COVER TO EDGE OF CONIC. 20'128'ki7 DID w/ 15s EQUALLY SPACED EA 2.3 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (4)15 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30Y30S11 dpw/15's EQUALLYSPACED EA. 2.5 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (4)15 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 3Zk 17111 w/ 15s EQUALLY SPACED EA. Q6 WAY MIN. 7HORQ. CLEARANCE BETWEEN MIN (5)15 E.W. BARS & 7 MIN. COVER TO EDGE OFCONC. � 36N3 17111 w/ 15s EQUALLY SPACED EA O3 WAY MIN. 7HORIZ CLEARANCE BETWEEN MIN(5)Jr 5 E.W. BARS & 3" MIN. COVER TO EDGE OF GONG. 42 x4n 17 dp W 15s EQUALLY SPACED EA. 3.5 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (6)05 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 4Z 4716'dIIIIIUs EQUALLYSPACEDEA. ® WAY MIN. 7 HORD:. CLEARANCE BETWEEN MIN (0)15 E.W. BARS S. 3- MIN. COVER TO EDGE OF COMIC. 4BY4 17 dp w/ /Ss EQUALLY SPACED EA 4 WAY MIN. 7HORIZ. CLEARANCE BETWEEN MIN (7)15 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48'k485118" dp w/ 06, EQUALLY SPACED EA. O WAY MIN. 7HORIZ. CLEARANCE BETWEEN MIN (7)15 E.W. BARS & 3 MIN. COVER TO EDGE OFCONC, 4 48"124" dp W/ Ws EQUALLY SPACED EA. d8 WAY MIN. 7 HMO, CLEARANCE BETWEEN MIN(8)15E.W. BARS & 3' MIN. COVER TO EDGE OFCONC. 57s57K17 dp w/ MY, EQUALLY SPACED EA. 4.3 WAY MIN. 7HORQ. CLEARANCE BETWEEN MIN (7)05 E.W. BARS & 3' MIN. COVER TO EDGE OF CONC. W,14�16" dp w/ISs EQUALLY SPACED EA 4.5 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (8)05 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 5415411/ dp w/15's EQUALLY SPACED EA. ® WAYMIN.7 HM E.CLEAMNCERETWEEN MIN (9)05 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. 6PKSOt16" tlp W/15s EQUALLY SPACED EA, O WAYMIN.7 HOR2CLEARANCE BETWEEN MIN (9)&5 E.W. BARS & 7 MIN. COVER TO EDGE OF CONC. SSYSSNIS'dp,N ,EOUALLYSPACEDEA. 5.5 WAY MIN. 7 MORO. CLEARANCE BETWEEN MIN (10)05 E.W. tA Z Rg Z t7 O F Q =z QIn Z V p Wz O za LL 0 Ma OW N C4 N O T G Z N plDO E SO XJ - 0 = ' W 2 M X z - W W p IL WO O STRUCTURALENQ TH -ND. Vi OM m � W sMUCT: DP U y OC CHECK: CC w MR.. STAR-15M Q F sN%1LE: GATE: AS INDICATED OS109/Z1 Z � FOUNDATION PLAN V oIZ S2.1 v4"=r-O" g 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. 21 BEARING WALL PER EXTERIOR WALL 2. BEARING WALL PER EXTERIOR WALL IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF 2. BRG WALL PER SHEATHING PER PLAN. SHEATHING PER PLAN. HOLD NON-BRG WALL PLAN AND BEARING PLAN PLAN ABOVE-WALL SO BASEBOARD IS BEARING SEE DETAIL WF10/SD4 2x P.T. BOTTOM PLATE SEE DETAIL WWFIOISD4 BACK SO BASEBOARD ANCHOR TO HAVE MIN. SITTING ON WALL SCHEDULE 2. P.T. BOTTOM PLATE FOR MORE INFORMATION b ATTACHMENTS PER FOR MORE INFORMATION IS SITTING ON 7" EMBEDMENT BELOW FOUNDATION BELOW FOUNDATION BELOW NON -BEARING WALL MIN S 7 2z BRG WALL PER b ATTACHMENTS PER PLAN IF CURB IS TALLER THAN LOWEST STEP OF (MAX 2-) 2x P.T. BASE PLATE p BUILDER TO PROVIDE SILL BUILDER TO PROVIDE SILL B', CONTRACTOR TO ADD (MAX 2') CURB BUILDER TO PROVIDE SILL MAX PLAN AND BEARING GLEAN COMPACTED SEALANTANSULATION WALL SCHEDULE FILL 095%STANDARD SEALANTANSUUTION (1) #5 CONT. BAR BUILDER TO CONIC. SLAB PER (i) i5 CONT. WM 1-12' a SEALANTANSULATION DENSITY CENTERED WITHIN CURB 7 F. CONIC. SLAB PER CONCRETE SLAB PER OFF SET BOTTOM v W/ MIN. 2' COVER PROVIDE SILL MAX I FOUNDATION PLAN COVER TYP. Z < 2x P.T. BASE PLATE FOUNDATION PLAN m FOUNDATION PLAN PLATE CONCRETE SLAB PER ¢ SEALANTANSULATION CONCRETE SLAB PER w g > R I FOUNDATION PLAN a CONIC. SLAB PER r -• , II 12" > f OFF SET ®BOTTOM w FOUNDATION PLAN FOUNDATION PLAN > . VARIES PLATE rc y GRADE m SEE PLAN ' ' NI 1!I 1 I i II m I� GRADE m 5 _I:L1 I i1 §�fII= Y.F.0 _..CLEAN COMPACTED I '( I(2) #5 CONT. REBAR ON I''',I (�:'LL) " . , " ' - FILL 95%STANDARD I - :--.(2) M5 BARS CONT. W/ I I : CLEAN COMPACTED _ 11 _ I I 1S 4'DENSITY"COVER TVP.e" e" t CHAIRS W/MIN.3' y COVER 8' 1'd FILL 95%STANDARD li- (1)#5 BAR CONT.{' ®-ir I .I (2) #5 BARS CONT. VW/ ++�i (2) #5 CONT. REBAR ON - W/3• COVER TYP. DENSITY CHAIRS VW MIN.3' I —'I I CLEAN COMPACTED 3'COVER TVP. COVER _ FILL 095%STANDARD CLEAN COMPACTED (2) 05 BARS CONT. W"Y PENDING SITE 8 1 DENSITY FILL 095%STANDARD 3-COVER TVP. CLEAN COMPACTED CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG PENDING SITE DENSITY FILL G 95% STANDARD DETAIL MF20 FOR SHALL BE F' WIDE W/(3)z59AR5 CONDITIONS, SEE WHERE2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS, FTG DEEP MONO DETAIL MF20 FOR SHALL BE 1'4" WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V.8' WIDE Wq(3) #5 BARS DEEP MONO SHALL BE 1'A' WIDE WH(3)i5 BARS SHALL BE i'S' WIDE VJI(3)#5 BARS 01 TYPICAL EXTERIOR FOOTING /"mil TYPICAL GARAGE CURB FOOTING FO NON -BEARING SLAB STEP DOWN dFO� DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN YIF0�6 FOOTING AT INTERIOR BEARING 3/4'=1'47 3/4•=1'-0' 3M'=1'47 3/4-=1'-0' NOTE TO CONTRACTOR: PENDING SITE CONDITIONS, ALL REINFORCEMENT SPECIFIED IN PLAN , VERIFY W/ DETAILS FOR RED'D VERIFY W/ DETAILS FOR REQ'D CONTACT FOR IF THICKENED FOUNDATION DETAILS SHALL TIE IN TO ( STEEL AT 2 STORY LOCATIONS STEEL AT STORY LOCATIONS EDGE IS REQUIRED TO BE ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH SEE FRAMING PLAN FRI w PER THAN 12" FOUNDATIONS AS SPECIFIED THIS DETAIL DOOR LOCATIONS. ¢ 312" FOR MORE MIN. 24" BEFORE CONTRACTOR TO SEE FRAMING PLAN -- - INFORMATION ANOTHER STEP j VERIFY WITH DOOR L CONIC. SLAB PER Z `' , AND PARTY WALL GARAGE I 8'k IT THICKENED n F I.� MANUF. FOR - DETAILS FOR MORE I m FOUNDATION PLAN SLAB WW (1) i5 CONT. REQUIRED RECESS SLOPE �� ": INFORMATION I W/3" COVER TVP. '' It5 CONT. _. THRESHOLD PER MFRS CONCRETE SLAB PER I 4' MIN i REINFORCEMENT SEE SPECIFICATIONS FOUNDATION PLAN GRADE E > _ r = r' al,l FOUNDATION PLAN THRESHOLD PER I i § ..II FOR QUANTITY MANUFACTURER'S — 11 TOP VIEW (M CORNER m _ SPECIFICATIONS GARAGE WALL 1 S a 1 I m ! +�- i5 z25• x 2S CORNER CONIC. SLAB PER BEYOND BAR, ONE FOR EA FOUNDATION PLAN PROVIDE 3/1' MIN. VERIFY PLAN DETA LS HORIZONTAL J�'. CONIC. SLAB PER -• I SLOPED RECESS AT ' _ REQUIRED #5 4 REBAR, TVP. U.N.O. 4 .11- o 1 I e FOUNDATION PLAN CONT, BARS. MAINTAIN ' •' - �' _ TYP. .•'3.. DRIVEWAY BYBUILDER - SLOPE CONCRETE OR PAVERS -1r. fir" _: - GAR. , 1 -1S MIN 1S MIN. - SLOPE 1 I '_ .. � FIN FLR VERIFY PLAN DETAILS I i _ %_.I I- I BEND EACH CONT. i5 PER MFG FOR REQUIRED i5 BAR AT STEP DOWWN, . �` SLOPE DE SURFACE CONT. BARS. MAINTAIN OR GRADE tAi PER : I - CLEAN COMPACTED BARSF FOR HOOK p -T- 3' COVER TYP. BARB FOR EACH CONT. FOOT AWAY FROM (3) i5 CONT. REBAR - FILLDEN I85%STANDARD BUILDING CLEAN COMPACTED (2)i5 CONT. ....-. m DENSITY BAR. LAP REBAR PER FILL @ 95% STANDARD ON CHAIRS WI MIN. VW/3• COVER TVP. 4• '-1.. - t 1- i : MIN. W TOP 1 TABLE MDOB ON St.i 12" FIBER EXPANSION DENSITY 3' COVER 1 1'-0' P -' REQUIRED PER APA [ AS REQUIRED PORTAL FRAME SPECS FO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL �NPICAL CORNER BAR DETAIL (TOP VIEW) F7 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING F1 THICKENED EDGE GARAGE DOOR a 3/4'=1'4T 3/4'=1'-0' 3/4'=v.(r 3/4•=v-(r 3/4'=1'-0' 3/4"=1'-0" 1.np TSCH.40STEELPIPE IF MASONRY WALL OR ALL REINFORCEMENT SMALL (2) i5 x d'-0' BARS FILLED W/ 2900 PSI COLUMN IS ABOVE, MAINTAIN 3 CLEAR TO CENTERED AT PIPE PVC OR SCH40 SLEEVE CONCRETE. BOLLARD . HOOK VERTICAL GRADE AND 1-12' CLEAR TO PENETRATION TO BE MIN. 3FT TALL STEEL TO BOTTOM S 1 /4' ROW OF STEEL. ANY FACE EXPOSED TO WEATHER E70% = SEE FRAMING PLAN 8" CMU- - AND PARTY WALL CONIC. SLAB PER a FINISH PER ELEV. T• I —I = i • FOUNDATION PLAN CONIC. SLAB PER { I • (4)1/4• z 31 M' IF CURB IS TALLER THAN (( DETAILS FOR MORE FOUNDATION PLAN 8'C. M. U. FINISH PER 71-1 51ffx3W THICK A36 SUP-RSTUD 8% CONTRACTOR TO ADD 1 INFORMATION FINISH FLOOR ELEV. '� I STEEL BASE PLATE - FASTENERS W/ MIN. (2) i5 CONT. BARS W, MIN. IF FOOTING IS TALLER FINISH FLOOR m � I - I I ( R I _ 1 12' EMBEDMENT 7 COVER - THAN 3.0. ADD (2) #5 a PENETRATING ' JIFOUNDATOION PLAN SECTION A -A INTO CONCRETE w BARS AT 114 POINTS OF I'-• .,-.• RaoE E. MAX 4" PENETRATING PIPE I' II-- 111 I "1 (-`FOR CONT. CONCRETE SLAB PER Q (2)N5 BARS TOP I1 .: FOOTING DEPTH z MAX. q•• ( I SEE FDN. I ,,- FOUNDATION 2" SCM. 40 STEEL PIPE FOUNDATION PLAN > WHEN MONO DEPTH - !7 PLAN FOR EXCEEDS W.IF 51 < #S LOOP TIE(TYP.) I' .SIZES REINF. ,I INFORMATION FILLED WW/ 2500 PSI 1/4, DEPTH<W THESE L PVC SLEEVE MAX - 2W CONCRETE. BOLLARD E70X BARS ARE NOT REO D ..� REFER TO PIPE PERPENDICULAR TO FND TO BE MIN. 3FT TALL I '� C'R�E _ II `l: f',.. FOUNDATION PLAN �• i35TIRRUPS 6'DIAMETER Z -- \. FOR CONT. ---- "' 5k5'x3A1• THICK A36 ;_i I 11 : I _ O.C. VNiEN MONO ..I .•J, III II z FOOTING PER PLAN in f FOUNDATION CONTACT FOR FOR ADDITIONAL RENEW STEEL BASE PLATEDEPTH EXCEEDS 28' - `• - FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS t7 : ' M CLEAN COMPACTED INFORMATION _IF EP - "' FILL @ 95%STANDARD -- _ 4 I - BARS ARE NOT READ I 4 II (SIDE VIEW) DENSITY FOOTING PER PLAN A A Qil4"x31/4' -� III SUP-RSTUD PVC SLEEVE CONCRETE SLAB PER FASTENERS W/ MIN. - ( 1 fi - (2) #5 BARS CONT W/ - CLEAN COMPACTED 7 (FRONT VIEW) MAX6 DIA 1 PLAN 2-1/4' EMBEDMENT 3' COVER TVP. 4' DENSITFILL@Y 5%STANDARD INTO CONCRETE 14' 1-0' DENSITY CLEAN COMPACTED IF FOOTING IS TALLER FILL @ 95%STAND ARD (3) #5 CONT. REBAR ON FOOTING IS REQUIRED TO BE T-T WIDE -1 ;I DENSITY CHAIRS W MIN. 3 COVER W/(4) NS CONT. BARS W 3' COVER F1 TYPICAL FOUNDATION PENETRATIONS " —i I I—L I-1' I F1 BOLLARD DETAIL Fl PARTY WALL FOOTING W/ CURB F2 DEEP MONOLITHIC FOOTING 3/4'=ra PIPE PARALLEL TO FND 3/4- V0 3/4- V0 3/4•=1.1 S ALL REINFORCEMENT $HALL SEE FRAMING PLAN b MAINTAIN 3' CLEAR TO S PARTY WALL DETAILS GRADE AND POS CLEAR TO FOR MORE 2 ANY FACE EXPOSED TO SEE FRAMING PLAN b INFORMATION WEATHER PARTY WALL DETAILS c (2) #5 BARS @ TOP FOR MORE WHEN MONO DEPTH INFORMATION IF CURB IS TALLER THAN EXTERIOR WALL 71?' EXCEEDS 2S. NOT 8, CONTRACTOR TO ADD SHEATHING PER PLAN. ' REQ9. IF LESS THAN > EXTERIOR WALL 12) #5 CONT. BARS W/ MIN. SEE DETAIL WF10/SD4 i 2S DEEP r O SHEATHING PER PLAN. 2• COVER FOR MORE INFORMATION (1) i5 BARS NOSING SEE DETAIL WFI0ISD4 CONIC. SLAB PER O w 6 BUILDER TO CONIC. SLAB PER U t FOR MORE INFORMATION i5 CONTINUOUS REBAR FOUNDATION PLAN PROVIDE SILL AT NOSE, MAINTAIN MIN. j � � SEAIANTANSUTATION FOUNDATION PLAN BUILDER TO > 2 I 3' CONCRETE COVER PROVIDE SILL CONCRETE SLAB PER t w K CONCRETE SLAB PER MI SEALANTANSULATION e• y i _ 11 (-1 _ • . •� a a VARIES, FOUNDATION PLAN FOUNDATION PLAN . ''2 GRADE - 73/1' MAX i3STIRRUPSO4S )x wma1XXO O.C. WHEN MONO (' DEPTH EXCEEDS 2GRADE u�i u 6 '_{I I GRADE 5,11 .I Z F i C IF DEPTH IS LESS I ' r =1 I � 20 III THAN 2S, STIRRUPS..I 1 _ 7-^ ARE NOT REDD 'i �" '�' .."-1-. § �...`I § .ilk I. .. i;. I 'I' 0 -. .- CLEAN COMPACTED' i ' I-) - (3) i5 BARS CONT FILL ®95% STANDARD 27' TEP SECTION WIT DENSITY COVER TYP. ;..... (3)#5 CONT. REBAR I ON CHAIRS W/ MIN. W COVER a ... ; 1 _ CLEAN COMPACTED FILL 095%STANDARD DENSITY 0 1 (3) i5 CONT. REBAR ON CHAIRS W/MIN 3"COVER I :- 1 S I =1 _. } i - I `LL CLEAN COMPACTED DENSITY STANDARD (3) #5 BARS CONT. I .. 1� : I- I Ir W/3' COVER TVP. CLEAN COMPACTED FILL�95%STANDARD DENSITY I -; I I I ;: I : 1:g F2 DEEP MONOLITHIC FOOTING W/ STAIR EXTERIOR PARTY WALL FOOTING (u�F3� EXTERIOR PARTY WALL FOOTING F4 FOUNDATION @ GARAGE STEP-DOWN 3/4"=V-T 3/4"=V-(r M 3/4•=1'47' 3/4"=1'-0' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the NOT USED expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ,%%%j1111i11 a J Z p�p W �; rc 7 2 Z �p�p H i VIC pQ Z� J� m O �F- o F� Z < i Q �O rc W �N O F� z v w r N C + C O Z � 46 5' 7 N E O a O � �W m J u IL -r-ay3 w D I•- 0 rcXz W WLU0 a O Q a }yy o a a) oo F- • : p STRUClURA1 ENG: TH ORAFTNG: i S STRUCT: DP >� QC CHECK: CC w JOB No. STAR-15992 t SCALE: AS INDICATED w DATE: OSOMI3 a U O S3 SHEAR WALL SHEATHIN TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL-) HORIZONTAL 12" SIMPSON 5/8" THREADED 12" J-BC j TITEN HD ROD J� ESV V Sd 6' O.C. 12-O.C. (2)-ROWS 3' O.C. ESW4 PER DETAIL COMMON q"O.C. 170.C. '(2)-ROWS 3'D.C. 3' O.C. 3"O.C. MIN. 2x STUD MIN. 1, STUD PER DETAIL 24' 16' 32' 32" 24" 24" / / / (0.131' r WFI0/SD4 ES%w 25') 3" O.C. 12-O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. (2).2x OR 4x STUD WF10/SD4 17 16' 16" ESW2 2' O.C. 12' O.C. (2}ROWS 3" O.C. 2"0.C. MIN. (2)-a OR 4. STUD NOTALLOWED 17 17 ISW7 12' GYPSUM 5d COOLER— 7" O.C. T O.C. 7" O.C. 7- O.C. MIN. Zz STUD MIN, 21 BLOCKING 24' 32' 32' 1386-M 1387-AR 1388-K 1366-LR 1387.8 138" I6W8 8d 6" O.C. 12" O.C. 4' O.C. 4' O.C. MIN. 2x STUD 24' 37 37 BUILDING KEY SWd 7/18 STRUCTURAL COMMON q'O.C. 170.C. 4"O.C. 4'O.C. MIN. 2x STUD PER DETAIL 6 24' 24' 1 SHEATHING OR 0.,31' x ISWJ 2,5' 3'O.C. 17 O.C. I'O.C. 15(J7 SHEATHING ) 4"O.C. MIN. WF70/SD4 (2}Zr OR 4x STUD 17 18' ISW2 70.C. 170.C. 1'O.C. 4'O.C. MIN. (2}2x OR 4x STUD OWE NOT ALL D 17 17 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESW6. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS —5d COOLER NAIL SHALL BE MIN. 0.08(rXI- ' LONG & 1554' HEAD. No.6 TYPE' W DRYWALL SCREW (1-1/4' LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION to REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED AT 1ST LEVEL SHEAR WALL ONLY. RI WHEN (2)2x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFOS/ SD2 SBS = SHEATHING TO SE APPLIED TO BOTH FACES OF WALL SEGMENT SHEAR WALL SCHEDULE W/BOTTOM ANCHORS 3/4"=1'-0' 1 7 F SDq I 1 SD01 p F !; 7 APPLY TO ENTIRE 1 SDO REAR WALL OF D END UNIT Rn Hax12 -- H4ri2f OF —19 1 E ( E 12 19 11 13 E F 13 11 I I � 1 WO I FJ3 1 i B2z8 LANDING I BEAM j D NOTE DOWNSET HEADER AT p - DOOR LOCATION E' 1 - NOTE: ATTACH BEAM TO ) MIN. 3-PLY BUILT UP COLUMN BETWEEN DOUBLE TOP PLATE & FJS HEADER USING HUC46 p _ E WI 82,12 E •. •, •.•" 1 •. E 11 Sr' ' :1 t LANDING C BEAM BWI W2 11 E I p � 1 aF PLATE HEIGHT AT BOTTOM OF FLOOR SHEATHING — — ®moo I I FJ, WA I I FJ3 11 E 1 i 1 11 E BWQ I APPLY TO ENTIRE - I FRONT WALL OF H2z12 H2x6 1 END UNIT FJ4 BVJt D`J FJ4 11-12 I I 174C (EXTENT OF PORTAL WALL FRAMING - SEE DETAII H4x10 FJ3 WA -- B2x8 LANDING BEAM D NOTE DOWNSET FJfi-"-- HEADER AT DOOR LOCATION E NOTE: ATTACH BEAM TO MIN.3FLY BUILT UP -. COLUMN BETWEEN i DOUBLE TOP PLATE & HEADER USING HUC46 D- E 4 V .... -.. ' — LANDING LANDING E K 1 FJ5 BEAM BWI D 1 nBe. FJ1 E _ FJ3 ^ Wo FJI --AVOIA HIx12 Rm1 D H3.5x9.25 X II 1Y-212' (EXTENT OF PORTAL 19 13 E WALL FRAMING - SEE DETAIL) DI H4x10 Rmi FJ3 STANDARD 1ST FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WFO7A ON NOTES& CONNECTOR LEGEND SHEET 2. AT ALL WINDOW / DOOR OPENINGS @ 1 ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09/SD2 9/S 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS0D4 (A -A) U.N.O. 4. IF SHEATHING IS /LOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. I=w 1Vy I�H 2,4 SYP 02 EXTERIOR FRAME) ESw I.. I I I 7 F SO4 7 D I 2 7 13 E I D Rm1 H4z10 I 1 ' E 13 7 D 7 I C I, FJ3 WO I'I I; A B2x8 LANDING BEAM S� D NOTE: D HEADE 1217 H3.Sz9.25 00 FJ7 FJ3 EXTERIOR FRAME WALL SCHEDULE (STARLIGHT EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 8'-0' 2.4 SYP •2 016' O.C. MAX 2.4 SYP 92 0 16" O.C. MAX 91-0" 2x4 SYP d2 0IS- O.C. MAX 2x4 SYP 02 0 12' O.C. MAX 9'4" 2x4 SYP i2 012' O.C. MAX 2.4 SYP i2 @ 12' O.C. MAX 10'-0' 2x4 SYP t1 ® 12" O.C. MAX 2x4 SYP i1 @ 8' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 8'4P 2.4 SYP 02 016' O.C. MAX 2x4 SYP 02 @ IS- O.C. MAX 9'1Y 2.4 SYP #2 @ Is- O.C. MAX 214 SYP i2®Is- O.C. MAX 9'1' 2x4 SYP 02 @ Is- O.C. MAX 2x4 SYP M2 0Is- O.C. MAX 10'Q' 2x4 SYP I2 012" O.C. MAX AX 2x4 SYP I2 @ 12- O.C. M 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. 1 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAIL VVF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED VWTH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 92 ® 16" O.C. MAX U.N.O. ON FRAMING PLANS. ULTIMATE VWND SPEED: 139 MPH EXPOSURE: C WALL LEGEND — =911"TOW 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL =8'-T' T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1386-OR LOT# 15 1386-KR LOT# 16 1386-M LOT# 17 1386-AR LOT# 18 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1/8.,=1,-01. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, Or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ,��`Y►uurry,�r `f`ti T Z. •Z = = 0 o M, 17Tr p�p (yy7�U i4 i W7 d0 Id LL Z a Z Z �� OUr � �$ N Z I s LLB ��3�a TRUCT: DP � QC CHECK: CC W JOB No. STAR-15992 Z SCALE: AS INDICATED w DATE: OSA1921 N o S5 SHEAR WALL SCHEDULE SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR B( TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL PI HORIZONTAL 12' SIMPSON 5/8' THREADED 12' TREN HD ROD ESWW ad S' O.C. 12' O.C. (2)-ROWS 3- O.C. 3' O.C. MIN. ix STUD 24" 37 / ESW4 PER DETAIL COMMON t' O.C. 12' O.C. (2}ROWS 3- O.C. 1•x WFidSD4 25I3'OC. 170.C. (2}ROWS3 O.C. ES1AG . ESW2 7 O.C. 12. O.C. (2).ROWS 3' O.C. 3' O.C. MIN. 2, STUD PER DETAIL 3'O.C. MIN.(2}2z OR 4x STUD WF7dSD4 7 O.C. MIN. (2}2x OR 4x STUD 16' 12' NOT ALLOWED 24' 16 12" law 12" GYPSUM Sd COOLER- 7' O.C. 7' O.C. 7' O.C. 7' O.C. MIN. 2. STUD MIN. 2% BLOCKING 24' 32' 1386-OR 1387-KR 138" 1387-AR 13864K 1 1386iR 1 1387-0 138" ism 8d 6' O.C. 12' O.C. 4' O.C. 4'0.. MIN. 2. STUD 24' 32' BUILDING KEY ISW4 7116'STRUCTURAL COMMON 4'O.C. 12'O.C. 4'O.C. 1 SHEATHING OR (0 1: ISW1 iSW SHEATHING 2.5') 3. O.C. 12" O.C. 4- O.C. 4'O.C. MIN.2xSTUD PER DETAIL 4' O.C. MIN. (2}2x OR 4x STUD WF1dSD4 16 17 2d 1 W IS 70.C. 170.C. 4'O.C. 4'O.C. MIN.(2}2x OR4x STUD NOT ALLOWED 12- 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESW6. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS -5d COOLER NAIL SHALL BE MIN, 0.08911-W LONG & 15184' HEAD. No.6 TYPE DRYWALL SCREW (1-1/4' LONG) MAYBE USED IN LIEU OF 6d COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION (') REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED AT 1ST LEVEL SHEAR WALL ONLY. RI WHEN (2)2c_ STUDS ARE USED, ATTACH STUDS TOGETHER PER MOST SD2 SBS = SHEATHING TO BE APPLIED TO BOTH FACE. OF WALL SEGMENT SHEAR WALL SCHEDULE W/BOTTOM ANCHORS 314'=1'4T IQ- w e 1 1 1 (WALL .. STUDS Q I70 C. MAX 16' 37 24' 16" 17 STANDARD 1ST FLOOR FRAMING 7. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. UAI .N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW/ DOOR OPENINGS 0 1ST FLOOR. CONTRACTOR TO FOLLOW DETAIL WFO9/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOWWS09/SD4(A-A) U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WFIO/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. ESWS ESVW ESW6 I E.W2 APPLY TO ENTIRn1119 REAR WALL OFEND UNIT7 D I SDO2 7 12 E DIE 19 E 13 7 - H4x10E 13 7 2 H4z10 Rm12 _D12 J H4x10 Rm7 D �7 H4xI. Dx12m 11 13 F 1 D 7 7 D 7 73 E 7 13 E I I 1 D 7 1 7 D 7 73 E 7 13 E i j 7 D I I I 1 7 D 1 FJ3 FJ3 WO I p 1 @ I H FJ3 jPM , FJ3 , E�E d 1 I B2x8 LANDING I I 11 1 LANDING BEAM , , BEAM B2x8 LANDING D 82xB LANDING I = D D BEAM , I NOTE. DOWNSET HEADER AT DOOR LOCATION FJ6- --. f BEAM I , -FJ6 1 - E NOTE. DOWNSET HEADER AT DOR LOCATION 00 p .. p FJS - NOTE: DOWNSET I NOTE: ATTACH BEAM TO E I F ,16 NOTE: DO SET I I NOTE: ATTACH BEAM TO T_ H__ EADERAT , I MIN. 3-PLY BUILT UP s 1 �" '1 HEADER AT , t MIN. 3-PLY BUILT UP E DOOR LOCATION .. COLUMN BETWEEN - _ E DOOR LOCATION t = COLUMN BETWEEN NOTE: ATTACH BEAM TO I DOUBLE TOP PLATE 8 _ - I @ NOTE: ATTACH BEAM TO - I DOUBLE TOP PLATE 11 Oj t MIN. 3-PLY BUILT UP HEADER USING HUC46 O E Z MIN. 3-PLY BUILT UP HEADER USING HUC46 a , , COLUMN BETWEEN k " , _ _ , COLUMN BETWEEN , - _ DOUBLE TOP PLATE 8 I ... 82x12 E CA.. ' DOUBLE TOP PLATE & _ E tB B2c12 3 '1 E- p HEADER USING HUC46 "' FJS LANDING BEAM E -- I p HEADER USING HUC46 I LANDING BEAM 71 E w B2%12 .` .. -.f._. 1 .._ /......,..... ...,._ .. am EE 1.. �:$ 82x12 `-__..., ,... ._....__ ... 1 BW1 , FJS 1 LANDING /" _.. � . _:�.. LANDING -- '- BWI ,. -, E 11 VJ2 w II: O BEAM FJ5/-, BEAM _ _ r- `� ,FJS/ K I / , I , ISWJ 11'A" PLATE HEIGHT AT BOTTOM SWI 1 EI 6 OF FLOOR SHEATHING all ..» � � 13 FJ7 E FJI FJ7 IE FA 1 I FJ3 I I '� FJ3 1 1 1 I E 11 FJ3 ( EE IY I FJ3 I ,I BW2 E E d E C BW2 E it APPLY TO ENTIRE ' H2x8 H2xe : M2x8 H2x72 ' � FRONT WALL OF BW2 p •.... ... -..- - "' I BW2 p I - -- ENDUNIT -- H2x6 H2x8 '; 1 FA 7 12 E 1 H2x8 M2x6 ESWJ FJ4 '� ._. - FJ4 I = _ BW2 DS FJ4 I 2 FJ4 _ BW2 " FJd _ H4x12 1 E 12 7 L D FJ4 ; _ ---_ -__ _- , E 72 7 FJ4 1 --_ --_ --+� - - - BVJ2 H4x12 Rm1 H3.Sx925 SW2 I M3.5%9.25 Rm1 _H3.Sz8.25 - Y D - - - _ - - E 13 19 mt H4x12 1 D ( H3.Sx9.25 - m1 H4x12 1 17S (EXTENT OF PORTAL WALL FRAMING - SEE DETAIL) 1Z-21/217-212' ' (EXTENT OF PORTAL (EXTENT OF PORTAL WALL FRAMING -SEE DETAIL) I 17-212' (EXTENT OF PORTAL D E- BS WALL FRAMING WALL FRAMING -SEE DETAIL) ' WALL FRAMING - SEE DETAIL) , SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 8'-0' 2x4 SYP 12 @ 16" O.C. MAX 2x4 SYP 12 Q Is- O.C. MAX 914T 2x4 SYP 12 Q 16' O.C. MAX 2x4 SYP /2 @ 12' O.C. MAX 9'-4' 1,4 SYP #2 0 12- O.C. MAX 214 SYP Y2 @ 12' O.C. MAX 101-0' 2x4 SYP 11 012- O.C. MAX 2x4 SYP ei ® S" O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 81-0' 2x4 SYP 12®16.O.C. MAX 2x4 SYP 12016.O.C. MAX -0 9'' 2x4 SYP 12 @ 16' O.C. MAX 2x4 SYP 12! I;- O.C. MAX 9'-C 2x4 SYP 12. 1.-O.C. MAX .4:;; 12�tfi'O.C.M id4T 2x4SW12@17O.C.MAX 2x4 SYP 02 a 12' D.C. 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.ON THE 4 FRAMING PLAN. 3. SEE DETAIL WF70/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 12 @ Is- O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND ® =9'-1' T.O.W. I ST FLOOR INTERIORIEXTERIOR BEARING WALL = 8'-1' T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL AUGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACCTURERS�LAYOU LT AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1386-K LOT# 19 1386-LR LOT# 20 1386-B LOT# 21 1386-N LOT# 22 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F ,,�1►illl NISTRUCTUILLLENC: TH I QC CHECK: CC w JC6 No. STAR-159.2 2 suLE: AS INDICATED w MTE: 0ytp923 S5.1 HEADER SCHEDULE TAG HEADER FASTENERS H216 (2)2x6 02 SYP ATTACH KING STUD TO HEADER wl W/ OPT. }" FLITCH PLATE (6) 0.162' x 3-1? NAILS HZK8 (2)2x8 02 SYP ATTACH KING STUD TO HEADER w/ W/ OPT. ? FLITCH PLATE (8) 0.162 x 3-12' NAILS H2110 (2)2xl002 SYP ATTACH KING STUD TO HEADER w/ W/ OPT. }' FUTCH PLATE (10) oI67 x 3.12• NAILS 112112 (2)2112 f2 SYP ATTACH KING STUD TO HEADER w/ W/ OPT. }' FLITCH PLATE (10) 0.167 x 3-12' NAILS H3x12 (3) 2.12 #2 SYP ATTACH KING STUD TO HEADER w/ W/ OPT. }' FLITCH PLATES (10) 0.167 x 3-12" NAILS H3.5x5.5 (2)1.75`zS.S" LVL ATTACH KING STUD TO HEADER w/ (6) 0.162' x 3-12' NAILS H3.5x7.25 (2)1.75'x7.25' LVL ATTACH KING STUD TO HEADER W (8) 0.167 x 3.12' NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/ (10) 0.167 x 3-12' NAILS 1-15.25x11.25 (3)1.75-01.25- LVL ATTACH KING STUD TO HEADER W (12) 0.167 x 3.12" NAILS H4x6 35".S.5' AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (6) 0.167 x 3-12" NAILS H4z8 3.5"x7.25•AFP 1.6E SHORTSPAN ATTACH KING STU D TO HEADER w/ HEADER (S 0.167 x 3-12" NAILS H4x10 3.5"x9.5" AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (10)0.162" x 312" NAILS H4x12 3.5'xl 1.25'AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (12) 0.162' x 3-12' NAILS P41DR SEE DETAIL HD14 THIS PAGE END VERTICAL TO KING STUD W, _(6) 0.131 x3' NAILS HEADER SUPPORT SCHEDULE OPENING SIZE SEE FLAVOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END 1'-0'T03'-11• 1 1 4'-(/ TO T-,1' 2 2 8'-0" TO 9-11' 2 3 10'-0"TO17d 3 4 STANDARD HEADER NOTES 1. VERIFY WPLAN FOR CORRECT LENGTH OF HEADER READ. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED W/ OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKSXINGS TO MATCH WALL LUMBER GRADE U. N.O.ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WFOSISD2. 3, NAIL HEADER PLIES (INCLUDING LVL.) TOGETHER USING (2) ROWS OF 0.14"" NAILS @ 17 O.C. ONE SIDE. MIN. 7 FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 0.148"x3" TOE -NAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REO'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL READ. NAILS FROM ist KING INTO HEADER THEN ATTACH ADOITL KING PER DTL. WFOB/ SD2. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8, SEE DTL. WFO9/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 9. AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 1600000 psi. FB = 1500 psi, FV = 175 psi, FC-PERP = 660 Pa. 10. WHERE SYP i2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP I BE SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ON SHEET WP1. 11. AFP 1.8E SHORTSPAN HE ADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PUNS. BEARING WOOD WALL SCHEDULE STUD LUMBER CONNECTION B FASTENERS UPLIFT CAP. TAG SPACING SPECIES ENTER/SIDE BLOCKING TOP BOTTOM (PLF) ® 16" SYPf2 (3)0.lWx3.lW (3)0.146'x3-1/4' NO UPLIFT MID -SPAN TOENAILS TOE -NAILS O 16- SYPt2 (1)SDWCIWW (1)SDWC15450 270 PLF MID -SPAN ® IS- SYP/2 (1)SDWC15600 (1)SDWC15450 270 PLF V3 PT. ® 12" SYP02 (3)0.148"x34W (3)0.148'x 3-IW NO UPLIFT MID -SPAN TOE -NAILS TOENAILS ® 12" SYP82 (7)SDWC15600 (1)SDWC15450 360 PUP MID -SPAN BWe 12- SYP02 (1)SDV/C15600 (l)SDVVC15450 360 PLF 1/3 PT. ® - SYP92 (1)SDWC15600 (1)SDWC15450 517 PLF MIDSPAN BW8 16' SYPM2 (1)SDWC156W O)SDW/C15150 517 PLF 15 PT. BW9 17 SYPM2 (1)SDW/C15600 (1)SDWC15450 690 PLF MID -SPAN BWI 12 SYPN2 (1)SDWC15ODD (1)SDW/C15450 690 PLF 1/3 PT. BVH1 16- SYP#2 (1)SDWC15WO (1)SOW/C15450 776 PLF MID -SPAN BWn STANDARD BEARING WALL W/STRAPS NOTES VERIFY 4PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. . ALL LUMBER TO BE EITHER SPF i2 OR SYP i2 U.N.O. ALWAYS HAL STUDS TO TOP AND BOTTOM PLATE Wk (3) OA 31"x 3" TOE -NAILS. ALL LOAD BEARING WALLS SHALL HAVE SVP62 DOUBLE TOP PLATES & BOTTOM PLATE. . CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2.6 STUDS. USE SP6 AND @ 2X6 WALLS USE BPS INSTEAD OF INDICATED SP4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. . IF "BW CALLED OUT ON 2nA FOR. SEE PLAN FOR STUD TO STUD CONNECTIONS. . MID OR } PT. BLOCKING TO BE 2. WR2) 0.131' x 3' TOE OR END -NAILS EACH END. . WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. . NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. WALL IS INDICATED "NO UPLIFT'. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TOE-NAILED/END NAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED W/HARD 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 MDD3/SD7 ONO. ON PLAN. 0. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 1. COLUMNS WITHIN BEARING WALLS wAJPUFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL SP4/SPB/ SP8 AT EACH STUD TOP/BOTTOM AND HAVE AN ANCHOR (AS DEFINED BY DETAIL W/F07A THIS SHEET) WITHIN 6' FROM THE COLUMN. 2. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 3. AT NON -BEARING WALL LOCATIONS 20 SPFi2 STUDS @ 24'o.c. MAX. ARE ADEQUATE. AT NON -BEARING HEADERS USE (2)N4 FLAT wA3)0.131-x3- TOE -NAILS EA. SIDE AND CRIPPLES AT 24'o.c. AT 2.STORY OPEN AREAS INSTALL NON -BEARING WALL STUDS @76o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE)AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1}• GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2) 0.131 N3-TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE /EITHER GUN NAILS @32"o.c. OR (2) 0.148'x3-1/4' NAILS TO EACH FLOOR TRUSS. 4. IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE ABOVE BEARING WOOD WALL SCHEDULE, NO SP4•S ARE REQUIRED. 2-1N' TRBI ID: MIN. 12" TI0 AS INDICATED ON THE STRUCTURAL PLANS -BASE MAXCREW INSTALLIMPSON ANCHOR INSTALLED @ MAX 24' O.C. WI MIN. CONNECTOR' I.. SIMPSON TITEN-HD, 12" THREADED ROD, T EMBEDMENT INTO FOUNDATION. AND 12' J430LT, MAY BE INSTALLED AND OR SUBSTITUTED - MAINTAIN A MIN. 2-1/4-EDGE DISTANCE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW - • FROM THE V E OR FACE. FOLLOWING THE INSTALLATION INFORMATION PROVIDED ON MANUFACTURER, INSTALLERS: REFER TO MANUFACTURERS THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. EIS SPACYAO: ALL "BASE CONNECTORS' SHALL BE SPACED AS INDICATED - THREADED RW IM EPONI'�lltM: THIS SCHEDULE, S' FROM ENDS OF WALL FRAMING, AND 2-IW DRILL & EPDXY: MIN. 5W THREADED ROD, WITHIN 6' EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F1554 GRADE 36 F - Fu=58W y�W1 WA6116�: INSTALLED @MAX. 37 O.C., VJ/ MIN. T 1. AT INTERIOR FRAME WALLS: SIMPSON BP OR 8PS725 Q - EMB DM I FOUNDATION I E ENT-XP F UND IONULNG . WASHER OR EQUAL 7x2'k3/18" . ( ) SIMPSON SET-XP EPDXY OR EQUAL. A EXTERIOR SHEATHED A 2 T E S EA HED FRAME WALLS: USE SIMPSON M AI A MIN. EDGE DISTANCE BP OR 5 SQ. WASHER EQUAL RETIE FROM THE CONCRETE OR MASONRY FACE M THE USING 3. WHEN USING WASHERS WITH SLOTTED HOLES, A S HOLES. STANDARD CUT WASHER IS REQUIRED BETWEEN NUT J490LT: AND THE PLATE WASHER. MIN. 12" J-BOLT INSTALLED @ MAX. 37 O.C., 4. AT EXTERIOR WALLS. THE EDGE OF THE PLATE WASHER 2 1/4, �I} MI2„ ASTM A307 OR BETTER W/ MIN. 7' 2 SHALL EXTEND TO WITHIN 1' OF THE EDGE OF THE EMBEDMENT. MAINTAIN A MIN. 2AX EDGE BOTTOM PLATE ON THE SHEATHED SIDE, (II LEG DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEG OF JSOLT SHALL BE NUTS: A MIN. 1-12' AS MEASURED FROM SHAFT BUILDER SHALL USE AN APPROPRIATELY SIZED HEX NUT FACE TO END OF LEG AS SHOWN THIS MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS 20's OF ATURN. �07 STANDARD BASE PLATE CONNECTOR SCHEDULE w-=r4r SREAKSHEATHINGATKING //('''NAIL END VERTICALS TO TO JACK STUD TRANSITION / KING STUD PER HEADER / SCHEDULE. / ^ FASTENSHEATHINGTO- f- CONT. PLATES w/ 0.,3,x 2-12" �„ NAILS @3. O.C. WALL SHEATHING. ) �t� THICKNESS AND TYPE r PER PLAN VERTICAL BLOCKING @ Is'- O.C. ABOVE OPENING AND AT EA. END OF HEADER SEE HEADER SUPPORT A SCHEOULE FOR FASTEN SHEATHING TO - REQUIRED KING STUDS CONS. PLATES w/0.131x 2-12' 4'4Y MAX CLEAR SPAN NAILS @ 3" O.C. SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACK STUDS HD14 BUILT-UP PANEL HEADER DETAIL CONT. DOUBLE TOP PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING TOP OF FRAME WALL -CONTINUOUS DOUBLE BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION A,A COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE A (2)2x_ SPF i2 BUILT UP STUD COLUMN(STUD SIZE TO TAG BIMPSON CONNECTOR NOTES TYPE VALUES E VALUES ALOE) VS MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) SPF( TAG BEAM SIZE CONNECTIONS B (3) 2[_ SPF i2 BUILT UP STUD COLUMN(STUD SIZE TO V } SDWC15600 SCREW, REFER TO DETAILS 1, U, AND FRAME TO TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN)2 a ON SHEET SDWIC FOR INSTALLATION REQUIREMENTS tE FRAME 4� 615 (2)216 gyp TO BEAM: SIMP. HU46 OR HUC46 w/ (12)-0.162'x 3e NAILS 6 (6) 0.148"x 3- NAILS. (2165/ UPLIFT=1135) (4) 21_ SPF {2 BUILT UP STUD COLUMN(STUD SIZE TO C MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN 2 a (2}SDM15WO SCREW, REFER TO DETAIL 5 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1D FRAMETO FRAME (1)PLY 1045 (2)PLY 940 (7)PLV 1195 (2)PLY 1075 S2X6 WITH 12PLATE 'FUTCH MASONRY: SIMPAU46 OR HUC46 w/(8}1N"x 25/4 TO ON MASOO TAPCNS 8 (4}0.148' x 3'. (U=780Ri-­200D) NRY: MSTAM24 w/(9}0.148' x 3' NAILS & (2) 2K_ SW R2 BUILT UP STUD COLUMN(STUD SIZE TO D MATCH WALL SIZE SPECIFIED ON THE FRAMING PUN) (5)t/4724/4- TAPCONS (UPLIFT =1375) a (7 )PLY TRUSS H10A W/(M-0.148' x i-12' NAILS OR (2)PLY TRUSS H10A-2 W/(18}0.148' x 1-12' NAILS FRAME TO FRAME H10A 1015 H70A-2930 H70A 1105 HIOA-21080 E (3) 21_ SYP In BUILT UP STUD COLUMN(STUD SIZE TO TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=7235) O HTS20 W/(16)- 0.148' x i-1? NAILS FRAME FRAME 1215 1445 MATCH WALL SIZE SPECIFIED ON THE FRAMING PUN) 82z8 (2)218 42 SYP WITH FLITCH TO BEAM: SIMPAU48 w/(74}0.162-x 3}' NAILS 8 (6}0.148'x 3' NAILS. (2530NPLIfT=1135) TO MASONRY: SIMP. F (4) 2x_ SYP 72 BUILT UP STUD COLUMN(STUD SIZE TO a (2)HTS20 W/(16}0.148'x i-10 NAILS EACH FRAME TO 2� 2� MATCH WALL SIZE SPECIFED ON THE FRAMING PUN) FRAME LA PLATE NAILS 8 (10}}'x $` TAPCONS. (2500NPUFT=1735 TAPU48CONS. S.0 0/UPUFT=I1 5 ON MASONRY: MSTAM24 w/(9)-0.148' x 3' NAILS & O H2.5A W/(10}0.131' x 1-12" FRAME TO 540 625 G 4xe SYP 12 POST FRAME (5)-S" x 2}" TAPCONS (UPLIFT =1375) a DTT2 WI (8)- i/4' x 2-72' SOS SCREWS & 12' EPDXY 4.5 COLUMN TO 1885 1888 TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) . H) 4xg 8YP M POST ANCHOR CMU/FT,. TO BEAM: HU410 wl(18)-0.16n 3}" NAILS & (2)-CSHP18OR(2} CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. WEND (2)2x10 i2 $YP (10}0.148N 3- NAILS.(3250AJPUFT=1795) TO MASONRY: SIMP. HU410 OR HUG410 w/ J 8xB SVP i2 POST ❑B LENGTHS (TOP & BOTTOM) NAILS .ITHIN 8 COLUMN TO 2060 2060 82z10 WITH 117 FLITCH 10 148"z 3' NAILS 8 ,1 ( ( } }" x 2}" TAPCONS. EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR BLOCKING THE SYSTEM AS REQUIRED. FRAME PLATE (3500/UPLIFT=18W) ON MASONRY: MSTAM24 w/(9)-0.148" x 3" NAILS & CSHP18 OR C520 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. WEND LENGTHS (TOP COLUMN TO K 10x10 SVPI/2 POST (PT IF USED IN AN EXTERIOR APPLICATION) (5}}' x 2}' TAPCONS (UPLIFT= 1375) TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) L 4X4 SYP l2 POST (PT IF USED IN AN EXTERIOR APPLICATION & BOTTOM) W/ (14)-0.131' x 2-1?' NAILS. PROVIDE SOLID 8 FRAME 1030 1030 TO BEAM: H W 10 w/(18}0.162713}' NAILS & BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. BZx12 (2)2x12 «2 SVP WITH 12" FLITCH PLATE (/0}0.148"x 3' NAILS. (3250NPLIFT=1795) TO MASONRY: SIMP. HU4100RJHIUC410 w/ (70}0.148'z 3' NAILS&(14}x 2t TAPCONS. ON MASONRY: MSTAM24.49}0.148' x 3' NAILS 8 M 6.6 SYP 02 POST (PT IF USED IN AN EXTERIOR APPLICATION 10 O 2}6'SIMPSON SDWCl5S00 SCREWS TOP B BOTTOM OF JAMB STUD COLUMNS. TOESCREW TO HEADER AND BOTTOM PLATE THROUGH WADE FACE OF COLUMN PER FRAME TO FRAME 595 865(3500/UPUFT=ISW) N) gx8 SYP 62 POST (PT IF USED IN AN EXTERIOR APPLICATION) DETAIL 12JSDW C I (5} }• X 21' TAPCONS (UPLIFT =1375) HTTSKY COLUMN TO FOUNDATION VW(26} 010 TO POST: SIMP. HTS20 0R (UPLIFT=1235) 31?Y31? ENGINEERED LUMBER COLUMN. PER x 2-lrr 2". 34 NAILS 8 TO BEAM:14W STRUCTURAL COVER SHEET 11 D SCREWS. SAI" ALL THREAD ROD TO CONCRETE WITH SIMPSONEDM SETTO EPDXY. U.N.O. ON PLANS: MIN, B' EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING 5360 �� (2)1 75y11 2S 3- NAILS..,6250/U (10}0.148'x 3' NAILS. (0 OR H LIFT=1795) TO MASONRY: SIMP. HU410 OR HUC410 w/ ENGINEERED LUMBER COLUMN. PER Q ST UCT1/4" STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W/2-1/4' MIN. EDGE 03.Sx11.25 LVL (10}0.748'x 3' NAILS 8 14 ( } }' x 2i TAPCONS. DISTANCE. (3500A)PLIFT=1800) ON MASONRY: MSTAM24 wl(9}0.148-x 3' NAILS 8 R 3-121(7- ENGINEERED LUMBER COLUMN. PER STRUCTURAL SHEET LSTA18 W/(14).0,148' x 2-12" NAILS (CENTER STRAP ON HEADER TO ❑COVER 12 STUD) STUDS 1,15 1235 (5}3"x21"TAPCON9 (UPLIFT = 1375) 3-1-1-ENGINEERED LUMBER COLIMAN. PER TO POST: SIMP. HTS20OR LSTA78(UPLIFT=1235) S STRUCTURAL COVER SHEET 13 (2)LSTA78 W/(14}0.14S' x 2-12' NAILS EACH (CENTER HEADER TO 2230 2470 TO BEAM: HU410,,Al 8).0.167x 34" NAILS & STRAP ON STUD STUDS 3.Sz11.875 (2)1'75-z11.875' (10).0.118'x 3' NAILS. (3250NPLIFT=1795) TOMASONRY:SIMP.HU410ORHUG410w/ 5-1/411S1 N" ENGINEERED LUMBER COLLMIN. PER i}A34 ANGLE W/IS)- 0.131' x 1-72' NAILS @IWO.C. FRAME TO 300 PLF 348 PLF STRUCTURAL COVER SHEET ED MAX & S' FROM EA. END. PROVIDE(WEB FILLERS AS REQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) (LITERAL) LVL (10)-0.148. 3' NAILS & (14)- r x 2}' TAPCONS. (3500/UPLIFT=1800) ON MASONRY: MSTAM24 w/(9}0.,48" x 3' NAILS & V 5-7/4ER` ENGINEERED LUMBER COLUMN. PER STRUCTURAL t5 HGA10 W/ (4)1/4' x 1-10 SIDS SCREWS 8 (4)iW x 3' SDS FRAME TO 840 1165 COVER SHEET SCREWS FRAME (LATERAL) (LATERAL) (5}}" x 21" TAPCONS (UPLIFT= 1375) X� -r ENGINEERED LUMBER COLUMN. PER STRUCTURAL 76 MSTC28 W/(2gH1.148` x 3-1/4* NAILS CENTERED STUDSTO 2325 2690 - 0) TO BEAM: SIMP. HU410 w/(18}0.162k 3}' 8 COVER SHEET BEAM/GT (1ASON 8' x 3" NAILS. (3250/UPLI410 W/ 5) TO MASONRY: SIMP, HU4100R HUC410w/ 3-12' x11-7/8' ENGINEERED LUMBER COLUMN. PER ,7 MSTC401/" x /4' NAILS CENTERED W7 8 STUDS TO 1993 2306 v STRUCTURAL COVER SHEET 21-114' CLEAR SPAN & 9' END LENGTHS CLE R S N STUDS 83.5x16 (2)1.75"x16' LVL (10)-0.148' x 3' NAILS 8 (14}}'z 2}' TAPCONS. (3500/UPLIFT=1800) ON MASONRY: (2) MSTAM24 W(SK.148'x 3' NAILS & 1111 x 9-12 ENGINEERED LUMBER COLUMN. PER 18 HUC410 CONCEALED FLANGE HANGER W/ (12) 0.167 x 3-12- NAILS & (6) 0.148" z 3- NAILS FRAME TO FRAME U =981 R = 18W U = 1077 R = 2166 2 STRUCTURAL COVER SHEET (5}}" x 2}" TAPCONS EACH STRAP (UPLIFT=2750) 'NAIL BEAM TOGETHER USING (4) ROWS OF 0.148-x 3 k NAILS 0 WOO. EACH SIDE 19 1114 VA(18}0., 62' x 2.1? NAILS WGJW EPDXY ANCHOR 4, 7 FTC. COLUMN TO 3640 PSLAVL 38SYP: 4325 12 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL WFOB/SD2. CONNECTOR NOTES TO POST: (2) SIMP. HTS20 OR LSTA18 (UPLIFT=2470) 1. UNLESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL STRUCTURAL MEMBERS: 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. A. TRUSS OR BEAM TO MASONRY PERPENDICULAR CONDITION ( I NOT APPLICABLE 85.25x16 (3) 1.7Sx16' LVL ON MASONRY: (2) MSTAM24 wJ9)-0.l Q'x 3' NAILS & (5}}" x 2j' TAPCONS EACH STRAP(UPLIFT =2750) 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP B. FLOOR TRUSS OR BEAM TO MASONRY PARALLEL CONDmIX4 WITH AMINIMUM EWE ( )• U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF SOLID POSTS. AT EXTERIORCONDITIONS NOT APPLICABLE DISTANCE OF 3' 0.1 /813}• NAILS @ 6' O.C. EACH SIDE 4.4: ASU44Z w/(12)0.167x 3}• NAILS & r EPDXY ANCHOR w/MIN. 7" EMBEDMENT C. FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDmONIL WITH A NOT APPUCABLE TO POST: (2) SIMP. HTS20 OR LSTA18 (UPLIFT=2470) 6.6: ABU66Z wl(12)1.162y, 3}' NAILS 8 x EPDXY ANCHOR w/MIN. MINIMUM EDGE DISTANCE OF 1-1/2'^z TEMBEDMENT D. ALL ROOF TRUSS/PURUN/RAFIER TO FRAME (PERPENDICULAR CONNECTION) �2 LEA. OR E]/EA. ON MASONRY:(2) MSTAM24 wAW.148-.7 NAILS& exB: ABUB82 w/(18p.162Y 3}' NAILS 8 (2H}' EPDXY ANCHORS w/ E. HIP JACKS LESS THAN T-O'LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPLIFT OF 535 B3.5x20 (2)1.7Sx20' LVL (5)- • X 2}• TAPCONS EACH STRAP (UPLIFT= 2750) MIN. 7-EMBEDMENT , /EA.OR /EA L8S 6 'U.N.O. NAIL BEAM TOGETHER USING ROWS OF ( ) 1000: ABU7010Z w/(22) ol62 x 3}• NAILS & (2)t EPDXY 0.M x 3}' NAILS @ 6' O.C. EACH SIDE ANCHORS w/MIN. TEMBEDMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. STANDARD BEAM NOTES 4. POSTR.VL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING(3} 0.131" AND BASE PLATES ONO. ON PLANS. x 3" TOE -NAILS. S. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER ALL HEADER SUPPORTS/ COLUMNS. 2, IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3} 0.131" X 3"TOE-NAILS. 1. NAIL ALL (2) 2. BEAMS TOGETHER USING (2) ROWS OF 0.148' x 3}" NAILS @ 6 SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 3. STRAP MAY BE INSTALLED OVER MAXIMUM 23 32" SHEATHING USE -1 2" NAILS / 2 lS I.L0. 1- "NAILS. / 1/2 17o.c. TVP. ONE SIDE USE 3 ROWS WHEN 2K,0 OR LARGER. IN. OM ER M 2 FR SPECIFICATIONS. 4. PROVIDE STD CUi WASHERS WHEN REQUIRED BY SIMPSON SPECIFICATIONS. HEX NUTS SHALL BE WRENCH TIGHT 1. 1/3 TURN. TOP AND BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHER USING 3 ROWS ( ) 7. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER S. 1/2" ALL THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN, 7" EMBEDMENT TO GROUTED CMU OF 0.148" x 3}" NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 7 FROM TOP AND BOTTOM OF JACK STUDS REQUIRED. WALL W/ 2-1/4" MIN. EDGE DISTANCE. MIN. 7" EMBEDMENT TO CONCRETE FOOTING W/ 2-1/4" MIN. EWE DISTANCE. 6. 5/9" ALL THREAD ROD TO MASONRY WITH SIMPSON SET-XP EPDXY. MIN. 15" EMBEDMENT TO GROUTED CMU CORE OF BEAM 2. VERIFY /PLAN CORRECT LENGTH OF BEAM REG-D. (M IN. 2- BRG. EA. END OR CONTAINING AT LEAST (1) VERTICAL N4 OR k5 BAR. MAINTAIN 2-1/4" MIN. EWE DISTANCE. IF THREADED ROD CAN BE MIN. 3"BRG. ON MASONRY) CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO 12". 7, 5/8" ALL THREAD ROD TO CONCRETE WITH SIMPSON SR-3G EPDXY. ONO. ON PLANS: MIN. 7" EMBEDMENT TO CONCRETE 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. FOOTING W/ 24/4" MIN. EWE DISTANCE. FULL CAPACITY ACHIEVED WITH 12" END DISTANCE FROM EXTERIOR CORNERS. MINIMUM DISTANCE FROM CORNERS IS 2-1/4" WITH A CAPACITY OF 2650 LBS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT S.REFER TO SIMPSON LITERATURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN& END LENGTH MEASUREMENTS. WRITTEN APPROVAL FROM THE E.O.R. 5- SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS KIOTFS X CONNECTOR LEGEND W = T pp (7 Ni U o W Z Z z O 0 06 W g° ga U)V� W pQ$ �i 3 L Zz F- 2 �O Z f S STRULT: DP aart«: u O w JOB No. STAR-15982 r .GALE: AS INDICATED S5.2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SCHEDULE (STARLIGHT) 13WOR 1387-KR 1386-M 1387-AR 1 138" 1386-1-R 1387-B 138" BUILDING KEY I JOV—UM LU 1 ff I J 1 JOV—r\r% L% J 1 fF I V NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 81-0' 2x4 SYP i2 @ IS" O.C. MAX 2x4 SYP 02 @ 18' O.C. MAX 91-0" 2x4 SYP 92 @ 1S" O.C. MAX 20 SYP M2 @ 12' O.C. MAX 94' 20 SYP i2 @ 12- O.C. MAX 2x4 SYP 02 @ 12- O.C. MAX 101-0' 2x4 SYP N7 @ 12 O.C. MAX 1 2.4 SYP 11 @ 8' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE ENDZONE 81-0" 2x4 SYP 02@16'O.C. MAX 2x4 SYP i2@Is- O.C. MAX 91-V 20 SYP 02 @ 16' O.C. MAX 2.4 SYP i2 @ 16- O.C. MAX W-4' 2x4 SYP #2 @ 1S- O.C. MAX 2.4 SYP $2 @ 16' O.C. MAX 101-0' 2x4 SYP N2 @ 12- O.C. MAX 2x4 SYP M2 @ 12- O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL, 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAIL WF IOISD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED MATH 2.8 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF M2 @ 16' O.C. MAX U.N.O. ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW / DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW 2-STORY FRAMING - WS02/SD3 OPENING SIT ING ON WOOD BEAM - W54&SD4 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/8D4 U.NO. 4. IF SHEATHING IS NCYF INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SU PERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND = 9'-1' T.O.W. 1ST FLOOR INTERIORIEXTERIOR BEARING WALL =8'-1"T.O.W. 2ND FLOOR INTERIORtEXTERIOR BEARING WALL 'k = 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 I JOV—IVI LU 1 fF 1/ I JOV—/'YR LU 1 1f I O SECOND FLOOR FRAMING PLAN 1re"=r-0" `�rrr►u� T. a!8 Nz 0 z � F N 2 0ILL j Z ZZgs 02 G o� � `W`^ W N vJOa._ F6 M. o C O t Z` oN Ea m uOLU 2Q Z 1 - 0 - W ixz W O aIXwwr • STRUCT: DP QC CHECK: CC 0 w JCB No. STAR-15992 2 SULE: AS INDCATED w MTE: 054YJ/23 S5.3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. /77 j 130"R 1387-KR 1386-M 1387-AR 13WK 13WLR 1387-B 1386N BUILDING KEY 1386-K LOT# 19 1386-LR LOT# 20 1386-B LOT# 21 1386-N LOT# 22 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE a'4 2,4 SYP 02 @ 16' O.C. MAX 2x4 SYP %2 0 Is- O.C. MAX 914r 2[4 SYP 02 @ 16- O.C. MAX Z A SYP %2 ® 12- O.C. MAX 91d' 2.4 SYP n@12.O.C. MAX 2.4 SYP f2012.O.C. MAX 101-0' 2t4 SYP i1 @ 12' O.C. MAX 2.4 SYP 01 (D 8' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 81-0' 2x4 SYP 42@Is- O.C. MAX 2:4 SYP t2@16.O.C. MAX 91-0' 2x4 SYP •2 @ 16' O.C. MAX Zz4 SYP 02 @ 16- O.C. MAX 91d' 2x4 SYP 02 016- O.C. MAX 244 SYP 42 Q 16- O.C. MAX 101-W 2.4 SYP 02@12.O.C. MAX 2.4 SYP %2@12.O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO 8E WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRIVEN. CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF A2 O Is- O.C. MAX U.N.O. ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: 2-STORY FRAMING - WS07/SD3 OPENING SITTING ON WOOD BEAM - WS4WSD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD4 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL. INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND = 9'-1- TOW. I ST FLOOR INTERIOR/EXTERIOR BEARING WALL = 8'-1' T.O.W. 2ND FLOOR INTERIORIEXTERIOR BEARING WALL 'A' = ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES SECOND FLOOR FRAMING PLAN CI u-S(U3� I WJ �y W 7 tj OZ Ig .8 Oa O 00 O-CF H LU C pp 4a v 3 F— � Q V = w = ! N i o Ln M - m C4 N N C Z � 7 N Oyy F O H M O X m J u Q 2 Z l-a3 - - W W LU yO NaOF • 0- � ac a�6a: rc 0 w J08 No. STAR-1511B'1 i SGIE: AS INDICATED w. oai: 05p9?3 S5.4 i COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVP&2 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. PORTALFRAME (2}2x TOP PLATE PER PLAN. - NAIL SHEATHING W/ (2} ROWS 0.131` x 2-1? NAILS & 3' O.C. SHEAR WALL SEGMENT (DIMENSIONED THIS DETAIL�SHALL BE INSTALLED CONTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. SHEAR WALL 7-T SHEATHING TO HEADER VW 0.131'x2-12' NAILSAT3'O.C. HORIZONTALLY 8 VERTICALLY _ - AT PORTAL FRAM E. .. 3-12' x 11-1/4' HEADER PER PLAN. i I EXTERIOR SHEATHING & NAILING PER DETAIL WFIGISD4. HEVAl10N6'6' I I 1 W. AD6'�ilSVPi25TSUNDER 214D I I MIN (3)-2x JACK & (1 )-2x KING STUD FLOOR JAMB COLUMNS. I ® WALL 12NTERSECT ONTUDS (3)-2x JACK STUDS- (GARAGE OPENING) MIN. 7I18' STRUCTURAL 1 ;! SHEATHING, OR 1SW I 1 EXPOSURE 1 SHEATHING, MIN. q3 2x4 JACK STUDS & (1) 2x1 I 1 CONTINUOUS FROM BOTTOM I'J STUD. NAILED PER STANDARD HEADER NOTES. PLATE TO MID -HEIGHT OF FLOOR SYSTEM. NAIL ALL EDGES TO STUDS OR COLUMNS ; W/ 0.13I .2A2' NAILS @ 3' O.C. (2)-2x BOTTOM PLATE. NAIL TO & 3' O.C. IN THE FIELD. SHEATHING WI (2) ROWS 0.148' x 3' I I NAILS @ 3.O.C. 2 2x BOTTOM PLATE. NAILTO (} - SHEATHING W/ 2 ROWS 0.148"x3' �. '' NAILS 3' O.C. FOUNDATION PER PLAN. GARAGE PORTAL FRAME EXTERIOR ELEVATION 12'=l'-w (2)-CS20 STRAP VW 0.148' x 3" NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2N0 FLOOR CORNER FRAMING TO JACK STUDS. MIN. BEND LENGTHS. (2).2x BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN THIS DETAIL FOR CLARITY. 3.5' x 11.25 HEADER PER PLAN. (2)-LSTAIB OR (2)CS20 STRAP WN 0.148" x 3' ��I ♦♦�r� V V NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. TEND LENGTH OVER Z Z JACK STUD. (2}2x BLOCKING BETWEEN STRAPS Z Z AND HEADER a OPENING) a (GARAGE O O HTT4 BASE CONNECTORS WI (18) 0.167 x 2-12" NAILS & SV THREADED ROD W/ MIN. 17 EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-1/4" EDGE Z Z DISTANCE FROM FACE OF CMU 111 W f` SIMPSON DTT2Z WI (B} 1/4' x 2-12 SDS SCREWS&(1}Irr PDXYANCHOR. ANCHOR S&L HAVE MIN. 7' EMBEDMENT BELOW LOWEST GARAGE OR PORCH SLAB W/ SIMPSON SET-XP EPDXY. i E ' FOUNDATION PER PLAN` (1) ANCHOR BOLT CENTER OF '- SHEAR WALL TO FOUNDATION PER DETAIL'AF07A ON NOTES & CONNECTOR LEGEND SHEET. INTERIOR ELEVATION FASTEN FLOOR SHEATHING TO TOP PLATE OF SMEAR WALL W/ (2) 0.131' x 2-VI NAILS 0 6' O.C. 2.4 S-02 BLOCKING 24' O.C. W/ (2) 0.148" x 3' TOE -NAILS EA END. FLOOR SYSTEM PER PLAN. SHEAR WALL PER PLAN, BALLOON FRAME TO FLOOR SHEATHING. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. 3/4-=l'4T INTERIOR SHEAR WALL SCHEDULE SHEAR WALL SHEATHING EDGE BLOCKING ANCHOR BOLT TAG REQUIRED NAIL SIZE NAILSPACING FIELD SPACING REQUIRED SPACING (2)-12'GYPSUM WALL 5d COOLER -O.C. ISW7 BOARD (0.088" 155') (1)ROWQ 7"O. C. 2X STUD OR BLOCKINGAT 37 O.C. MAX. Ism (1)ROW 0 T O.C. 170.C. 370.C. MAX. 711TSTRUCTURAL I ad COMMON ALL PANEL EDGES ISW4 SHEATHING 5 37 (0.131"x2.5-) (1) ROW 04' D.C. 12' O.C. 24" O.C. MAX. ISW 3 SHEATHING (1) ROW @ r O.C. 12" O.C. (2}2X STUDS OR 1T O.C. MAX. SLOCKINGAT ALL PANEL E-0R- ISW2 (2)- ROWS ® 3" O.C. 17 O.C. EDGES 17 O.C. MAX "`"BOTTOM PLATE ANCHOR BOLTS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND 2. OR (2)-2. BLOCKING PER SCHEDULE AT ALL PANEL EDGES ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF I \ IND SPLICES. (3} 0.131"X 3' TOE -NAILS ID EACH END. NAIL A SINGLE OPENING LARGER THAN 16' WIDE x 48" TALL IS REQUIRED, OR IF PANELS TO BLOCKING WITH EDGE NAIL SPACING. THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS B SO. FT. (2)-2X TOP PLATE, I� Ali\il�l�'i� ►liNWANS%111 I I I I I 1 I I 1 11 _ _ I 1 I I 1 REFER TO DETAIL WF07/SD2 FOR CONSTRUCTION REQUIREMENTS. SHEAR WALL END COLUMNS AS 2 INDICATED PER O FRAMING PLAN. m OPENINGS SHALL BE Qo LOCATED AWAY FROM THE END OF THE WALLAT LEAST 0 Us OF THE WALL HEIGHT. LL r O MID SPAN WALL BLOCKING N 2 U.N.O. ON FRAMING PLAN O K STRUCTURAL SHEATHING a PER SCHEDULE r O END OF WALL ANCHORS PER FRAMING PLAN. ti o o r.. O 0 IRST ANCHOR AT 4' TO FROM ENDS OF WALL m 1/2 TYPICAL INTERIOR SHEAR WALL BOTTOM PLATE SPLICES, w 3 4'=1'-0 OR HOLD-DOWNS. Q WALL FRAMING & FLOOR -TO -FLOOR CONNECTIONS PER PLAN. IT TALL 2x4 SYPI2 VERTICAL. NAIL TO O.S.B. RIM BOARD W (2)- ROWS 0.131' x 3• NAILS Q 3' O.C. (10 NAILS TOTAL). 3/4`SHEATHING 1-IM" O.S.B. RIM BOARD 2-HOUR AR EA SEPARATION - ASSEMBLY PER PARTY WALL DETAILS. WALL FRAMING & FLOOR -TO -FLOOR CONNECTIONS PER PLAN. FLOOR SHEATHING & NAILING PER PLAN. (2} 8 SYPI2 JOIST, NAIL PLIES TOGETHER VA (3) 0.148"x 3"NAILS @B`O.C. & 7 FROM EA. END. HUC28.2 W/ (10)- 0.167 x 3-12- NAILS TO CARRYING MEMBER & (4)- 0.148` x 3' NAILS TO (2)-2x JOIST. AT HANGER LOCATIONS, INSTALL - MIN. 17' LONG BACKER BLOCKS ON BOTH FACES OF (JOIST PER JOIST MANUFACTURERS WRITTEN SPECIFICATIONS. FLOOR FRAMING AT STAIRCASE I r=r'v IJOISTS PER PLAN. NOT USED COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. `0.%Iii MI a z� O$ oJP E 2Mj I.- - :iXz - 0�0 rcW0 �9L� TH CIC CHECK: CC O w JCB No. STAR-15B91 2 SCALE: AS INDICATED DATE: 0S� U S60 i GARAGE BUCK DETAIL DORMER FRAMING DETAIL SIMPSON ... _.. DIAGONAL TO BEAM 2x6xl2 CENTER BUCK 3W DIA. ANCHOR CENTERED 2x6 P.T. BUCK EACH SIDE OF OPENING (5)1rr XS' LAG BOLT AT EA. DOOR BUCK EA SIDE OF DOOR. PROVIDE 7 x 3/16' THICK WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ. SPACED -24" O.C.) END VIEW w/CMU HEADER (SEE PLAF 7/16" OSS. FA SIDI 2x BLK'G. TO O.S.B. (2) 0.131" x 2-1r2" NA EACH END END VIEW w/ WOOD �� WFUIK ARCH WINDOW FRAMING DETAILS 2. STUDS @ 16" O.C. FOR KNEE WALL V B 3T O.C. STUD TO ROOF FRAMING BELOW S BELOW, SLIT ROOF SHEATHING FOR STRAP CONT. ROOF SHEATHING NAIL PER PLAN 2.4 BLOCKING w/(2) 0.167 x 31/7 NAILS EACH OPROVIDE D END TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE ROOF FRAMING BELOWAND CONNECT w/ SIMPSON HTS20 @ 37 O.C. OROOF FRAMING TRUSS PER PLAN BELOW J O21 F PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CF01/SD3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLIER ODOUBLE TOP PLATE OSIMPSON H3 OR HI @ EA END OF TRUSS OR RAFTER TRUSS PER PLAN OR CONY, FRAMING PER OCOMMON CF28/ SD3 w/ STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 314" CDX SHEATHING NAILED @ 6- O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF RED'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF 12"-1'4Y FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGA70@32'OC SIMPSON HGAIO@37 W/ (4)1/4- x 3' SDS TO TOP O.C. W/ (4)114Sc 3- SIDS PLATES & (4) 1/4-x1-1/2' TO TOP PLATES & (4) SIDS TO TRUSS 1/4'x 1-11Z SOS TO TRUSS SHEATHING NOT RED'D f.1 SHEATHING NOT RED'D TO BE CONT. @ THE TO BE CONT. @ THE r� TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS BEAM PER PLA DOUBLE 2. TOP PLATE FASTEN SIDE WALL N SHEATHING PER PLAN. EXT. SHEATHING; SIMPSON H10A ATTACH PER PLAN DIAGONAL TO TOP PLATE A 'lEE TYPICAL HEADER SHEATHING PER PLAN SHEATHING PER PLAN TYP RIMING DETAILS FOR . TRUSS TO FRAME IDDRONAL TYP. TRUSS TO FRAME CONNECTION PER JFORMATN)N CONNECTION PER STD.CONNECTOR HEADER CAN BE STD. CONNECTOR NOTES HER UPSET OR NOTES FRAME OUT TO BLOCK IOWNSET) FRAME OUT TO BLOCK EDGE AS REQD EDGE AS REQD x W/ (2) 0.162' x 3-1,7 'OE -NAILS EACH END LAST STUD OF I 3 3) 0.162" x 3.1?NAILS TYP.) x4 SPF CONT. (LOCKING ATTACH TO 116- OSO WI (2) L131' x 2-VS NAILS 'HB' OSB EACH SIDE, V/ 0.113" x 7 NAILS @ 6" O.C. TO SIDE & TOP IAILER x BUCKS, 2.4 BLOCKS, (2) 0.162x 3-10 NAILS @ EA END. NOTE: ALL GABLE BLOCK ADJ. BAY$ @ EA DIAG. AS SHOWN. BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS WN SYPi2 OR BETTER 0.131'x 2412' NAILS @ 6" O.C. 14) BAYS MIN (1) BAY AFTER BRACE IS REOD) 0.148"x 3" - ILS DIAGONAL LAST STUD OF KNEE WALL I 5" KNEE WALL JOINING UP JOINING UP TO MAIN HOUSE TO MAIN HOUSE WALLS SHALL BE ATTACHED TO (2) 2x TOP PLATE WALLS SHALL BE MIN. (2) 2, FULL HEIGHT WALL I ATTACHED TO MIN. STUDS W/ (2) 0.167x 3.1Q° I (2) 2x FULL HEIGHT NAILS @ 170.C. I WALL STUDS W/ I (2) 0.162" x 3-112 NAILS MIN. 214 SPF 02 KNEE WALL (2) 2x #2 SYP SEE PLAN @ 12. O.C. WITH STUDS 16' O.C. W/ FOR BEAM SIZE 2x4 SPF #2 KNEE WALL STRUCTURAL SHEATHING WITH STUDS @ Is - ON BOTH SIDES FROM TOP I BUILDER FRAME O.C. WSTRUCTURAL OF WALL TO BOTTOM OF RADIUS AS REQD SHEATHING ON BOTH BEAM. ATTACHED PER I SIDES FROM TOP OF NAILING SCHEDULE I WALL TO BOTTOM OF OTHERWISE SP2 CLIPS 1 BEAM. ATTACHED PER EACH STUD TO DOUBLE TOP NAIUNG SCHEDULE j� (2) 2x 02 SYP SEE PLAN FOR BEAM SIZE �- (2) 2. PLATE (2)2x SYPA2 TOP PLATE PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE KNEEWALL AT DOWNSET BEAM NFO_�N KNEEWALL AT UPSET BEAM 3/4"=I*(r 131'x2-1l7 0VD2N SEE GE020RGE31/SD2 SEE GE02 OR GAILS @ 4" O.C. FOR OUTLOOKER OR FOR OUTLOOKECONV. FRAME OR SHEATHING SHEATHINGVALLEY TRUSSES CANTILEVER CANTILEVERPER PLAN VALLEYTRUSS SHEATHING; GABLE TRUSSEXT. ATTACH PER NAILING EXT. SHEATHINSCHEDULE ATTACH PERCONT. PLYWOOD ROOF NAILING SCHEDSHEATHING PER (2) 0.162'x 3-1/2'NAILING SCHEDULE OR TO EACOMMOOPT. 2x4 BLOCKING TRUSSPERP. TO EA. VALLEY TRUS NAILED TO SIMPSON LTA2 TRUSS BELOW @24'GABLE TRUMAIN O.C. W/(2)0162x3-1reMASONRY ORNAILS SPAN ROOF TYP. SIMPSON HGA1TRUSS O.C. FRAME WA UPLIFT CONNECTOR ATTACH TRUSS TO TRUSS BELOW USING (SEE SCHEDULE) (3) 0.187x 3-12" NAILS MASONRY WALL 2x BLOCKING W/ (3) SHOWN, SEE PLAN 0.148"x3.11r CONNECTON TO WALL FOR WOOD OR TOE -NAILED @ EA. END MASONRY CONNECTION TO TRUSS EO GABLE END AT VALLEY FRAMING CONN. (WALL & TRUSS) 3/4"=V-0" l 12 Nq12 MAX. WHERE O.H > 9, REFER TO GE31/SD2 12 12 2.6 SYP 42 DIAGONAL BRACING 111 O.C. MAX. AS REQUIRED PER GABLE BRACING \ \ CHART GABLE BRACING I-) SEE CHARTIG MID HEHT OR K PROVIDE 2.4 BRACE 113RD HEIGHT TO BEAM CONNECTION FASTENNTO DIAG. ASRONGBACK FRAME WALL CONNECTION W/2)0167. 3-1? GABLE BRACING aIA SYP L GABLE BRACING GABLE END TRUSS NAILS. DIAGONAL PER PLAN. TYP. (. A GABLE 3 e BRACING, SPACED A GABLE END READ GABLE STRONG BACK AND/OR A 48' O.C. SHEATHING 06 BRACING LNG CH BACK PER GABLE WHERE O GE3 , @ _ END BRACING CHART REFER TO GE31A3D2 BEGINNING 6'H7 FASTEN PER m FROM EAVES `-- PLAN. 2x4 SYP 12 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFY WHICH @ 16' O.C. MIN (2) TRUSS BAYS 8' MAX. PLYWOOD CONDITION IS REOUIRED. CONTACT FOR BACK FROM GABLE END (MIN. 4(') CAN( FOR ADDIMNAL INFO AS REQD A23 DIAGONAL TO TRUSS BOTTOM CHORD. REFER TO GE02 FOR REQD PLYWOOD BRACING TYP. SHEATHING 8 2x4 SYP 82 BOTTOM NAILING PER CHORD BRACING @ i6' r PLAN SHALL O.C. FOR FALSE BEAM RUN CONT. ATTACHMENT WC (3) ACROSS GABLE 0.148S13' TOE -NAILS TO BOTTOM OF EA. END MIN. (2) FALSE BEAM. TRUSS BAYS BACK ATTACHED PER FROM GABLE END NAILING (MIN. 4W) SCHEDULE 2x TOP PLATE TO MIN. 2x4 SYP M2 GABLE END W/0.148'x 3-1/4" NAILS @ 6- O C STUDS @ 1S' GABLE BRACING CHART H GABLE BRACING + UP TO V-T NO BRACE REQUIRED T-T3 H34'-10' (1)2x4 L-BRACE 4' 10" < H l36 (2) 2x4 L-BRACE (SEE SECTION AA) 6'6 < HA176 STRONGBACK& DIAGONAL BRACE @ MID EIGHT 12'E" < HAM-(r STRONGBACK & (2) DIAGONAL BRACES @ 1/3 AND 213 HEIGHT SEE GABLE CONNECTION DETAIL FOR REQD CONNECTIONS 2.4 ATTACHED TO EA GABLE 2x4 BRACE WITH (2) 0.148' x 3" NAILS (1) A23 FROM STRONGBACKTO 2x4 SYP FOR O.C. WT SINGLE BOTTOM & TOP DIAGONAL BRACING /2 FRAMING FALSE BEAM @ Is- O.C., IF REDD M (4) PLATE VW (3) 2x4 L-BRACE IF REQD 0.148513- NAILS @ EA. TRUSS 0.148x 3' NAILS SEE CHART. BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2x4 SYP i2 HORIZONTAL PER PLAN 0.148'x 3' NAILS BLOCKING @ 16" O.C. W/ (3) IF REQD 0.148'x 3" NAILS EACH END 2x4.2 BYP BLOCKING @ 6' O.C. BETWEEN GABLE VERTICAL CMU WALL CONNECTION CLEAR SPAN CONNECTION STUDS ONLY IF FRAME DOWN n� 2ND 2.4 L-BRACE IF IS A SINGLE 2x I READ, SEE CHART V�� 2zfi ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WIDE AA GABLE VERTICAL L-BRACING 0.148.TNAILS @6'O.C. -� GABLE END @ FLAT CEILING CONNECTIONS EO" GABLE END BRACING (140D or 150C) STRONGBACKDETAIL 3/4"=1'4T 3/4'=1'4T COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the 2,4 BLOCKS, 0.131'x 3' NAILS @ EA END. BLOCK ADJ. BAYS @ EADIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS / 0.131'x 2-Irl NAILS @C O.C. WALL SHEATHING PER - WF10/SD3 FASTEN SHEATHING TO HEADER BUILDER FRAME WITH RSRS-01 RADIUS AS REQD (0.113"x2-W) RING SHANK NAILS IN 3' GRID PATTERN 83' O.C.IN ALL FRAMING (STUDS AND SILLS) (TYP.) 3/4"=1'-0' 2x STUDS AS RED'D @ 16" O.C. w/ (3) 0148" x 3-1/4" TOE -NAILS TOP & BOTTOM 0.131N 2-10 NAILS @ 4" O.C. NOTE: IF PANEL SPLICE - CONV. FRAME OR IS NEEDED IT SHALL OCCUR WITHIN 24" OF VALLEY TRUSSES MID -HEIGHT. BLOCKING PER PLAN I IS NOT REQUIRED HTT4 - j THREADAD ROMIN MIN. ROD, 7' EMBED AND MIN. EDGE DIS SIN E USING SET SET EPDXY OR ATTACH TO OR EQUN COLUMN USING (18) COLUMN MAIN SPAN 0.162x21? NAILS ROOF TRUSS UPLIFT CONNECTOR FOUNDATION PER - (SEE SCHEDULE) PLAN; SEE MF70/S3 MASONRY WALL FOR CORNER BARS SHOWN, SEE PLAN FOR WOOD OR MASONRY O rc 2x SSPF 2TUDS A CRIPPLE ^ *G STUDS AS RED'.. MAx V 16' O.C. w/ (3) BTOELS TOP & -NAI TOP 8 BOTTOM IFULLSSHEATHING NG ems¢ FROM BOTTOM OF HEADERAVIL yF TO TOP OF TOP PLATE O SEE PLAN FOR HEADER ' OR LVL. AT GARAGE, HEADER OR LVL REO'D 0-4 TO BE FULL LENGTH O Q, GARAGE 0 o I,MIN (4) 2x SPF 02 STUDS m O Q r @EA. END w/(2)SIMPSON LSTA30 ON OPPOSITE w SIDE OF SHEATHING W/ p w (22)0.148" x 3" NAILS EA. w W2 WALL SHEATHING PER p WF10/SD3 W/0.131'x2-1Z O NAILS@3"O.C. IN ALL F Z FRAMING (STUDS, y/ S. BLOCKING, TOP PLATE. 7 •j 2BOTTOM PLATE)-TVPICAL a i 0 V2X SYP /2 PT PLATE; w z IF OVERALL SILL LOWS s a U ATTACH w/J-BOLTS/ p !n EPDXY ANCHORS @ 37 - W SEE PLAN SILL O.0 PER BRG WALL ¢ w SCHED. NO BOLTS w/m 17 ? O PORTAL FRAMING DETAIL 1/2"=V0' SHEATHING PER PLAN WHERE O.H. IS > 9% REFER TO GE31ISD2 CONT. 2.4 (5) 0.131'x 3" NAILS NAILS BRACE TO BLOCKING GABLE END PROWDE 214 BRACE t0 SHEATHING FASTEN TO EA. ADJ. DIAG. i PER PLAN FASTEN TO DIAG W(2) 0.131'x 3" NAILS. SPLICE AS RED'D GABLE'V BRACING. SIMPSON H10A DIAG. SEE CHART FROM TO BLOCKING DETAIL GE02 GABLE BRACING AT RIDGE AND @ 49' O.C. MAX 45' FROM TRUSS PER PLAN HORIZONTAL (/-10'). NO DIAGONAL BRACE TYPICAL TRUSS TO IS REQUIRED FROM FRAME CONNECTION. THE TRUSS HEEL TO SEE STANDARD THE HIP JACK GIRDER CONNECTOR NOTES INTERSECTION. WALL PER PLAN (FRAWALL SHOWN, MALSO PROVIDE 2x BLOCKING MAY BEE MASONRY) FOR NAILING FOR PROVIDE BLOCKING BETWEEN TRUSS BAYS 2x4 SYPM2 @ 48' O.C. FOR FIRST 3 BETWEEN TRUSSES BAYS w/(2) 0.162S13-1? TOENAILS EA. END aE0 GABLE END @ FLAT CEILING W/ BOSTON HIP :xpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LQL i z W � Q � 4s� W Z c W CID � W 5Wz z 0 END: TH OC C1Eac: CC 0 w JOB No. STAR-159B2 2 scut: AS INDICATED DATE: OS/080 SD1 NOTE: PLATE LENGTHS MUST BE AT LEAST 6-0' LONG. TYP. TOPSPLICEO J DOUBLE ZX4 TOP PLATE SIMPSON DTC, (2) ATTACH 2x4 STUDS TO TOP - 0.131".2-10 NAILS PLATE W/(3)oI48*.31IA' - INTO BLOCKING, (4) TOP -NAILS TYPICAL AT ALL TRUSS PER PLAN 0.131' z 2-12' NAILS TO TOP PLATE LOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD PIPE OR DUCT VW PENETRATION OF MORE (2) 0.148•x W NAILS @ 3' O.C. WITHIN 48'OF SPLICE THEN THAN 50% OF TOP (2) ROWS 0.148'x 3' NAILS @ PLATE WIDTH INSTALL 8. O.C. OTHERWASE (AM SON PSPN516Z W/ (12) 0.162'x 3-10 NAILS TYP. TOP & BOT. ATTACH 214 STUDS (2) 0.148'X3' NAILS @ 3' TO TOP PLATE W/ �- O.C. WITHIN 48' OF (3) 0.1481, 3114' SPLICE THEN (2) ROWS TOE -NAILS TYPICAL 0.148N 3' NAILS @ 8' AT ALL LOCATIONS O.C. OTHERWISE 2x4 WALL BEYOND AGAINST2x8STUDS �•M/N ATTACHED PER (WFOWD2) ATTACH 2x6 STUDS TO TOP PLATE W/(4)oI48913-IW TOE -NAILS TYPICAL AT ALL LOCATION PI 2x4 TYPICAL TOP PLATE SPLICE @ BRG. WALL SYP M2 BLOCKING, � 24' O.C. WI (2) 0.146 3/4"-1-0' z 34W END NAILS @ EACH END. SEE ROOF SHEATHING, WALL SHEATHING PER PLAN NAIL PER PLAN PLAN DOUBLE TOP PLATE 2x WALL, SEE PLAN SIMPSON SP4 OR SP2 @ EACH STUD STD CONDITION @ FRAME WALL (4)0.148'x3'NAILS PRE -ENGINEER ROOF TRUSS -SEE @ EA BLOCKING TO FRAMING PLAN FOR PLATE SPACING EXTERIOR SHEATHING TRUSS PER PLANVNAILS TRUSS PER PLAN SEE PLAN FOR NAIL PER PLAN 12) 0.148' x 3" NAILS CONNECTION TO BOTTOM CHORD 2X BRG WALL, SEE @EACH END OF PLAN FOR STUD SIZE & BLOCKING SPACING. MIN (2) 2.< 2 FLAT UNDER GIRDER TRUSS (2) 0.148" X 3' NAIL, @ 24' O.C. U.N.O. BOTTOM CHORD8' x 3-IW END @EACH END OFACH END.2X &LOCKING BLOCKINGATHING PER SIMPSON LSTA24 EACH STUD SEE PLAN 2X BRG WALL, SEE PRE-ENG, ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x SEE PLAN ALT. BLOCKING @ FRAME CONDITION U.N.O.GIRDER TRUSS CONNECTIONR WALL CLIP DETAIL (150 MPH EXP. C MAX) SECTION @ DOUBLE BEARING 314.=l'.(r 3/4'=l' (r 2X CRIPPLES O 16- O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE WHEN STUD LENGTH IS - 12' USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W (11) 0.148'x 3•NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.148' x 31/4' NAILS STAGGERED @ 17 O.C. EA. FACE OR (3) ROWS 0.14W x 3.1W NAILS STAGGERED @ 12' O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REO'D. IF W SHEATHING CANT BE INSTALLEC PER WF10/SD4) FILLING AND BLKING AS REOD W/(2) ROWS O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WFOB/SD2 80TTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET 0.131"x 2-1? NAILS Q A.O.C. SEE GEM SDI FOR BLOCK INFORMATION OMMON ROOF TRUSSSS ROOF TRUSSES PER PLAN. ROOF SHEATHING 8 NAILING PER PLAN. DOUBLE 2,4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2x4 ON TOP WALL OR PRE - ASSEMBLED WALL OF 2.8 TO PAD OUT TOP PANEL W/OO.,dB'%3' PLATE. ATTACH W/ (2) NAILS @ 8- O.C. 0.148'x 3' NAILS 3- O.C. (FOLLOW NAILING (SOUD BLOCK W02x6) REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) og,M/N TOP SPLICE - DOUSLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 9' MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO GE31/SD2 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO GE02 FOR GABLE WEB BRACING INFORMATION VALLEY TRUSSES BEHIND GABLE (IF PRESENT), SHALL BE CONNECTED TO COMMON ROOF TRUSSES PER TRUSS SUPPLIERS SPECIFICATIONS. VALLEY GABLE TRUSS PER PLAN. GABLE SHEATHING& NAILING PER PLAN. 20 6YPI2 PLATE BEHIND VALLEY GABLE TRUSS. TO EA. COMMON ROOF TRUSS W/ (2) 0.162x 3.117 NAILS @ 2,C O.C. MAX. ATTACH VALLEY GABLE TRUSS TO EA. TRUSS BELOW W/ (3) 0.167' x 312' NAILS 2%BLOCKING W/(3)oIQ % 3.1 W TOE -NAILS EA. END VALLEY GABLE CONNECTION - 150C MAX. r=r-0• OVERLAP TOP PLATE AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 0.148'x T NAILS TOP PLATE CORNER TRANSITION ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVPY2 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2KS20 STRAP W 0.148'x3• NAILS ON INTERIOR FACE OF N WALL. STRAP CONTINUOUS FROM COLUMN ABOVE TO SYSTEM PER i FLOOR PER JACK STUDS. MIN. 9' END LENGTHS. (2)-2x BLOCKING PLAN, NOT WI BETWEEN STRAPS AND HEADER, AND THIN FLOOR THIS DETAIL FOR SYSTEM. CLARITY. PORTAL FRAME (2)­2X TOP PLATE PER PLAN. ��\\ NAIL SHEATHING WA (2} ROWS 0.131' x 2-1TI NAILS & 3' O.C. __________ NO TOP PLATE SPLICES PERMITTED. SHEATHING TO HEADER W/ 0.131'X2-VI A NAILS AT 3' O.C. HORIZONTALLY& IIr VERTICALLY AT PORTAL FRAME. 35• x 11.25 HEADER PER PLAN. & d `NAILS ON INTERIOR RIOR FA STRAP WALL STRAP x 3" - i NAILS ON INTERIOR FACE OF WALL STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN (3}2x JACK & (1}2x KING STUD MIN. 9• END LENGTH OVER JACK STUD. (2}2x BLOCKING BETWEEN STRAPS AND HEADER (3)-2x JACK STUDS �- MIN. 7/16' STRUCTURAL 1 SHEATHING, OR - 15W EXPOSURE 1 SHEATHING, BLOCKED OVEFOW4M' WTO MAX 12- ROOF SHEATHING CONTINUOUS FROM BOTTOM PLATE TO 7-0' OVERHANG NAILS TO SUB -FASCIA MID-HEIGHTOF FLOOR SYSTEM. SHEATH d BLOCKING @ 30.C. SIMPSON HTT4 BASE INTERIOR FACE OF WALL CONTINUOUS CONNECTORS W/ (1 FROM BOTTOM PLATE TO TOP PLATE. NAIL 0.162'x2-1n' NAILS &) ALL EDGES TO STUDS OR COLUMNS W/ ROOF SHEATHING & NAILING THREADED ROD WI MIN. 17 0.131" z 2-1n' NAILS O 3" O.C. 8 3' O C. IN ER STRUCTURAL COVER EMBED BELOW CURB TO THE FIELD. 2x4 SYP ✓n SLAB -FASCIA t? SHEAR WALL SEGMENT �DIMENSIONED THIS ETAIL)"ALL BE INSTALLED CONTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. SHEAR WALL 7F DRILL THROUGH HEADERS FOR THREADED RODS. JACKCOLUMN ON EACH SIDE OF EACH THREADED ROD. OTES. SHEATHING SHALL E CONTINUOUS FROM END F OVERHANG TO MIN. 74T BEHIND GABLE TRUSS. 2.4 SYP. an BLOCKING O 18' O.C. w/ (3} 0.131' x 3' TOE -NAILS EA END FOUNDATION USING SIMPSON SET-%P EPDXY. MIN. 2-1 /4' EDGE DISTANCE FROM FACE OF CONCRETE CURB - i E (2}2x BOTTOM PLATE. NAIL TO SHEATHING W/ (2) ROWS 0.148' x 3' NAILS O3.O.C. MIN. B' BELOW TOP OF SPIRED F FOOTLING p ` GABLE TRUSS PER PLAN DROPPED GABLE: YAI.CZM OVERHAND• 2x4 SYP. >f2 OUTLOOKER 2d' O.C. MAX. • @ DROPPED GABLE. TO MAIL 24' O.IL: (2)-2x BOTTOM PLATE. NAIL TO SHEATHING W/ (2) ROWS 0.148' x 3' NAILS @ 3' O.C. -' - _^.•.-. (1) ANCHOR BOLT CENTER OF 'SHEAR WALL TO FOUNDATION . PER DETAIL WF07A ON NOTES & ; •. CONNECTOR LEGEND SHEET z m `• O 214 SYP. &2 OUTLOOKER @ 19.7 OC MAX. TOP OF SPREAD FOOTING MIN. ffl(14 SYP,Y2 FULL w (3) 0.131' x r TOE -NAILS FOUNDATION PER PLAN. (BELOW GRADE) HEIGf7T KING STUDS REQUIRED EACH HEADER END W/ PLIES FASTENED OJ 4 3/4• DIA F7554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. SIB' DIA. SIMPSON HIGH STRENGTH THREADED ROD MAY BE SUBSTITUTED. PROVIDE NUT & 3'x51nY1? PLATE WASHER ABOVE DOUBLE PLATE, SHALL SNUG TIGHTENED. TURN. WITH PER WFOB/SD2. 4 i OVERHANG ROOF SHEATHING& 2x4 SYP, n &LAB -FASCIA NAILING PER STRUCTURAL (2} H2.SA GABLE TRUSS TO TOP NUTS BE 2/3 COUPLERS Vv1TNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE w 31n" ENGINEERED 7 COVER NOTES. OIrLOOKER. THREADED ROD UTILIZED. EPDXY ANCHOR TO FOUNDATION MIN. 8" BELOW LUMBER TOP OF SPREAD FOOTING USING SIMPSON SETAP EPDXY OR EQUN. SECTION A -A LUMBER JACK COLUMNS. 0 SHEATHING SHALL BE CONTINUOUS FROM END DROPPED TOP CHORD BUILDER ALTERNATIVELY USE A 3/4- DIA (OR 5W DW HIGH STRENGTH) ONE JACK COLUMN ON U EACH SIDE OF EACH 'OF OVERHANG TO MIN. CABLE TRUSS PER PLAN CAST -IN -PUCE THREADED ROD VW3YT022S PLATE WASHER SANDWICHED BETWEEN TWO HEX NUTS, MIN 8' BELOW TOP OF SPREAD FOOTING THREADED ROD. p 7-0' BEHIND GABLE TRUSS. GABLE OVERHANGS UP TO 24" SHEAR WALL DETAIL BETWEEN OPENINGS 1n =ra z x (2)ROWS 0.IW.3-114" NOTES: NAILS STAGGERED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 12' O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST 3W OF THE THICKNESS OF THE LAST LAMINATION (3) ROWS 0.148' x 31/4- 3) FOR &PLY, PRO" DE IWDIA. x S-In' LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) NAILS STAGGERED @ 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN -I.IW 2-1? EDGE 12. O.C. FOR 2X70 OR 1• EDGE 1-1/2" EDGE GREATER HEADER 0.148' x 3" 2.1 r? i 21M' LSTA30 HEADER TO 111 1-1(C w STUDS U.N.O. (ONLY READ. IF WALL r SHEATHING CANT BE 0.148' x 3' NAILS INSTALLED PER WFIOSD4) 0.148' x 3' OPP. SIDE I z i DOWMFRAMETO DOOR - a I} 0.148'x3'NAILS 2X STUDS TYP. OPP. SIDE (2) 2(4's (2)216. (2) Zdr. (2) 2x COLUMN ATTACH JAMB STUDS PER WFOB/SD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET PT BASE PLATE STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS PT BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SP4 @ BASE OF EA. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE OUANTITYAS BEARING WALL SHOWN ON STANDARD DETAILS. SCHEDULE FOR MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE TYPICAL HEADER DETAIL(VE) HEADER SUPPORT SCHEDULE ON NOTES& CONNECTOR LEGEND SHEET. UPLIFT CAPACITY @ HEADER TO STUD =70M 1n'=1'-0• 4. CONTRACTOR TO NAIL Id KING STUD INTO HEADER PER HEADER SCHED- THEN ATTACH ADDIT'L KINGS AS REDD. COPYRIGHT MCD 2015: The information contained in this document is Copyrighted and is the exclusive property TYPICAL BUILT-UP STUD COLUMN DETAIL 11n'=V-0' SEE GEOI FOR OUTLOOKER OR SHEATHING CANTILEVER 0.131'X 2-10 NAILS @ 4' O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 0.162•x 310 NAILS TO EA. COMMON TRUSS GABLE TRUSS TO TOP PLATE W/ SIMPSON HGA10 O 48' O.C. MAIN SPAN ROOF TRUSS DOUBLE TOP PLATE UPLIFT CONNECTOR PER PLAN (SEE SCHEDULE) EXTERIOR BEARING WALL PER PLAN GABLE END AT VALLEY FRAMING CONN. TO WALL \ / 3/4'=1'-0' )f MHONNTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LI OUTSIDE (2)2x4's EDGE DISTANCE PER DETAIL 0.148• x 3' NAILS Y � z 2. LL � J F U LL a o 0.1d8'x3'NAILS I I OPP. SIDE (L DISTANCE PER DETAIL INSIDE PLY NAILS KAJ EDAT S•OC STAGGERED. OUTSIDE NAILS NAILED AT OIC' OUTSIDE 2x's (3+) 2x COLUMN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 M2 SYP CONT. LEDGER OR TRUSS CHORDS. NAIL TO WALL FRAMING MEMBERSWi(2) 0.148'x 3-1/4' NAILS @ 24' O.C. MAX IF MASONRY USE (2)1/4- TAPCONS OR EQUAL @ 24- O.C. W/ MIN. I-I/4• EMBEDMENT. MAINTAIN C END DISTANCE & 1' EDGE DISTANCE -t>- TRUSS OR ROOF RAFTER WOOD/MASONRY WALL OR TRUSS, SEE PLAN 1,1L w LEDGER @ LOW ROOF C. Any use, duplication, or transfer of these documents without the CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.148'x3-1W NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) SEE FOUNDATION PLAN 5/8' THREADED ROD w/ FOR ADDITIONAL INFO a NUT SET IN ADHESIVE SIDE VIEW &_BASE OF POST 1 DOI\ CORNER COLUMN FRAMING \ / 3/4•_i-W 3xppressssed, written consent of MONTA CONSULTING & DESIGN, O (2) 2. BUILT-UP COL. 2x BLOCKING W/ (2)0.148".3-I ' NAILS @ EACH END - SIMPSON LST.1V - (22) 0.148".T NAILS (ALL CORNER i CONDITIONS STRAP AROUND TALLER STUD) v 12) 2x TOP PLATE - ATTACH 2, TO BUILT-UP W/(2) ROWS OF 0.148'x3' NAILS STAGGERED 6 8.O.c. (2) 2. TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO STEP 0 BEARING FRAME WALL 3/4'=1'-0' VERTICAL BLOCKING& 2.4 SYP S2 RIBBON. RIBBONS ARE NOT NAILED TO EACH REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W/ (3) 0.131-.3- NAILS. TO SPAN THE 2X4 SYP l2 VERTICAL OVERHANG DISTANCE, BLOCKING, NAILED TO OR IF THE DESIGN TRUSS OVERHANG Wtl PLANS SPECIFY (3) 0.131-x3' NAILS. ANOTHER METHOD OF SUPPORT. REFER TO WIND SPEED 9139 MPH MANUFACTURER'S BLOCKING @EVERY SPECIFICATIONS & OTHER TRUSS (48' O.C. DESIGN PLANS. MULTIPLEVERTICALS& RIBBONS REQUIRED IF OVERHANG EXCEEDS 24' CORNICE l PER L DESIGN W1WG F F MAX) wMSP®5170MPH BLOCKING @ EVERY TRUSS (24' O.C. MAX) TRUSS BRG. & CONNECTIONS PER PLAN PLANS y. `` SOFFITS & OVERHANGS PER DESIGN PLANS. FASTEN SOFFIT TO CORNICE, EXTERIOR WALL, AND RIBBONS PER DESIGN PLANS OR MANUFACTURER'S �Y2' MAX. 17 MAX. SOFFIT OVERHANG LENGTH PER PLAN WRITTEN SPECIFICATIONS. FO SOFFIT SUPPORT FOR OVERHANGS > 12" = WMR & ASSOCIATES, LLC is strictly prohibited. v N N Z e- go C • 0L EI • - S1RUCf DP CHECK: CC 0 w JO6 N.. STAR-15892 w &GALE: AS INDICATED SD2 O SC ROOF SHEATHING, PTIF R( ,&, FASTEN PER PLAN M1O?yy OSS SOFFIT, ATTACHMENT, & REINFORCEMENT PER ARCHITECTURAL DESIGN PLANS. CORNICE PER 2x SCAB w/ 0.148x 3 ARCHITECTURAL NAILS @ 4' O.C. DESIGN PLANS. PER-ENG TRUSSES PER PLAN TRUSS CONNECTION PER PLAN 2, FRAME WALL PER PLAN VA SEE ELEV. FOR O.H. SIZE CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG 3/4'=1•-0' SHEATHE ROOF PRIOR TO OVER FRAMING. 2x6 COLLAR TIE RALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 0.148" x 3' NAILS @ EACH END (TYP.) p 2,6 RAFTER TO 2x8 RIDGE I BOARD W/A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON AOJ RAFTER TO OPP SIDE ` (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. IADTH) PLATE THRU O.S.B L SHEATHING (THICKNESS PER ` PUN) TO PRE{NG TRUSS BELOWW/1w irr SIMI` ON SDS SCREWS as PLATE TO TOP CHORD OF EACH TRUSS BELOW 24'a @ 24' D.C. MAX. :FO FIELD FRAMED VALLEY DETAIL 12 =1'-0' 7�J - 2X8 RIDGE BOARD - FASTEN CONV. Zx VALLEY RAFTER FRAMING (OR PRE-ENG VALLEY TRUSSES) TO Zx PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 0.131' x 2-12 NAILS) @ EA. RAFTER TO PLATE CONN. 3/4" FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES Pea vl w PRE ENGINEERED TRUSSES 24'O.C. MAX. PER PLAN SEE ASIGHS FOR ROOF WATERPROOFING AND FINISH MIN. 1-15' THICK OSS RIM BOARD, ATTACH TO ------� EACH JOIST FLANGE W/ (1 } 0.131' x 2-12 NAIL. 1 HGA70, CENTERED BETWEEN EA FLOOR JOIST, II AND SPACED NO MORE THAN 24' O.C. SCREWVW (3}1/4'x3'SDS SCREWS TO 2, PLATE-BLOCKING&12 , (4}1N' x 1-12' SDS SCREWS TO RIM BOARD. PLATEIRACIONG: MIN. 24 SVP#2 PLATE -BLOCKING INSTALLED TIGHT TRUSS ANCHOR (SEE BETWEEN EA. FLOOR JOIST. NAILED TO DOUBLE TOP PLATE W/0.131'X 3'NAILS @6'O.C.&T'FROM EA. END. PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (2) 2x TOP PLATE O-H. PER ELEV. IJOIST PER PLAN. 3 TOENAILS EA. IPLAN, TO DOUBLE (2) HEADER SEE 2x #2 SPF STUDS iG 2, TO31' x 2x TOP PLATE, IPLATE. PER PLAN, BEARING ON N PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING DOUBLE 2x TOP PLATE. & CONNECTIONS FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER NAILING SCHEDULE FLOOR-TO-FLOOR CONNECTION WF10SD4. IF WALL WINDOW SEE PLAN SHEATHING ISN'T CONT. LSTA18 STRAPS ARE 2z4 SYP #2 BLOCKING @ 48' O.C. MAX. IA (3) TRUSSES AT 24' O.C. 0.148'X31/4' TOENAILS ROOF SHEATHING PER T W. NON -LOAD @ EA END. REDUCE SPACING TO 24- O.C. ® --: PLAN ATTACH PER '- BEARING WALL PER SIMPSON DTC 48' WALLS CARRYING NAILING SCHEDULE ' PLAN. STUDS @ 26' O.C. ATTACH W/(6) LOADS SUCH AS d.. O.C. MAX. STUD 0.131'x 2-12 NAILS CABINETS OR HEAVY SPACING TO BE MAX. 1/4" VERTICAL SHELVING ,pn- REDUCED DOWN TO GAP BETWEEN 17 SIMPSON DTC @EACH---.,"-.y" „. IS-O.C. MAX.® LONG BLOCK 8TRUS LOCATIONS CARRYING BOTTOM CHORD/ HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING.) LOCATION. ATTACH W � �-_�LL�-'._ CABINETS OR HEAVY REDUCE DTC SPACIN 6) 0.131'x2-12 NAILS (6)0,131 �;�� K, „ ,g-' SHELVING. TO 24' O.C. FOR (MAX 4' VERTICAL GAP _ -- --- WALLS CARRYING BETWEEN 17 LONG HOLD TOP OF LOADS SUCH AS BLOCK &TRUSS NON -LOAD BEARING CABINETS OR HEAVY BOTTOM CHORD/ WALL DOWN 1-12 SHELVING TRUSS BLOCKING.) BELOW BOTTOM OF 2x BLOCKING x 12• TRUSS BOTTOM 2x BLOCKING. 12" LC LONG @ HORIZONTAL _' CHORD. @ TRUSS LOCATION BLOCKING LOCATION - -- FOR CLIP ATTACHME' FOR CUP "--- @ 48' O.C. ATTACH TI ATTACHMENT. ATTACH _ WALL SINGLE TOP TO WALL SINGLE TOP PLATE W / MIN. (4) PLATE W / MIN. (4) 0.131'x 2-12 NAILS. 0.131'x 2-12 NAILS. SINGLE 2, TOP PLATE SINGLE 21 TOP PLATE NON -BEARING WALL (PARALLEL TRUSS) L 12=r-0• (2) 0.148'X3-1/4- NAILS @ EACH STUD 2.4 STUDS @ i6 O.C. 12 GYP. BOARD SIMPSON H10A C EACH DIAGONAL BRACE CSIS EA. STUD ABOVE TO STUD BELOW WI 11' END LENGTHS & (18) 0.131Sd-12 NAILS 2x BOTTOM PLATE, ATTACH TO DOUBLE TOP PLATE W/ (2) 1N'x412 SDS SCREWS @ 12' O.C., STAGGER ROWS 8' Zx BEARING WALL WITH ROOF LOAD REFER TO BEARING WALL SCHEDULE FOR STUD BASE CONNECTION & BOTTOM PLATE ANCHORS NF1 BRACING 2 STORY FRAME WALL r=r-0 EXTERIOR WALL SHEATHING PER DETAILWFIO/SD4 2x BOTTOM PLATE PER PLAN. (2} 0.131' x 3' NAILS; 2. BOTTOM PLATE TO EACH JOIST (AT 24' O C. MAX). 0.131' x 3 NAILS @ 4' O.C. & 2' FROM ENDS AND SPLICES; 2. BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)- ROWS 0.131'x 2-12 NAILS @3'O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF70/SD4 FOR ADDITIONAL INFORMATION. RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. - 0.131' x 3 NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 6 O.C. & 2• FROM EA. END. & EA SPLICE. - DOUBLE 2. TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1. Vu =150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF MAX. UPLIFT: 648 PLF 1 12=1•-0' SHEATHING CONT. TO 2x4 BLOCKING W/(2) 2nd STORY WALL 0. NAJLS @ BOTTOM PLATE 7*x,312 EA END. BLOCK ATTACH PER NAILING ADJACENT BAYS @ SCHEDULE EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO Zx BLOCKING W# 0.131'X2-12 NAILS 6"O.C. (5) 0.162'X3117 NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2.4 SYP 92 CONT. BRACE W/ (2) 0.162.312 NAILS EACH DIAGONAL BRACE. O.S.B. TO OVERLAP TRUSSES PER PLAN BOTTOM PLATE 1-1/4' (MIN.) 2x LEDGER TO UPPER 2X4 SYP #2 DIAGONAL FLOOR WALL WI BRACE @ 48' O.C. MAX. 1/4•N312 SIMPSON 45' FROM SDS SCREW @ 16' O.C. HORIZONTAL BRACE (2) 2.4 TOP PLATE NOT REQUIRED 6 FROM EAVES. ALL BROW FRAMING SHALL BE MIN. 2X4 SYP 02, OR P.T. IF IN CONTACT WITH LEDGER MASONRY&SPACED CONNECTION PER NOT MORE THAN 24' O. BELOW, SLOPE CUT ROOF SHEATHING AS REQUIRED AND NAILING PER SEE PLAN FOR PLAN WALL TYPE AND MIN. 2X4 SUB FASCIA, SPECIFICATIONS SLOPE CUT AS REQUIRED. FASCIA PER DESIGN FASTENEACH "" """ "" "•` MEMBER, EACH ADDITIONAL INFORMATION END, W/(3) 0.148'x3" NOT SHOWN THIS DETAIL TOENAILS MAX V-7 MIN.(5) 0.148'Xd' NAILS LEDBENTO WALL CONFECTION AT EACH NBTALLEI LEDGER ME BFR CMU: MIN. (2)1IC TAPCONS W/ 1-1W EMBEDMENT INTO CMU @ 16- O.C., 1' EDGE & 4END DISTANCE FRAME: MIN. (2)1/4' SDS SCREWS W/ 1-12 EMBEDMENT @ 16' O.C., 1' EDGE & F END DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS D2 BROW FRAMING DETAIL MAX. V-0" O.H. 1 12=1'4T #2 FOR CONVENTIONAL FRAME USE SIMPSON LEDGER FOR LRU26Z W/(9)0.148-x3' NAILS OR FOR CONVENTIONAL PRE{NGIN EERRED TRUSS USE SIMPSON FRAME AND MIN 2x6 HGA70 USING (8}7/4-x 1-12 SDS SCREWS SVP i2 FOR SHEATHING PER PLAN PRE-ENGINEERED TRUSS. ATTACH TO MIN. 218 SYP R STUDS W/(2)1/4' x I RAFTERS OR 2,4 SYP 4-12 SIMPSON SOS SCREWS@18'O.C. M2PRE-ENGINEERED 12 ROOF TRUSSES® SEE MAX.; TO GABLE END 24' O.C. MAX. PLAN STUDS W/ (2) (5) 0.148-x3' NAILS FOR iN' X 312 SIMPSON CONY. FRAMED SDS SCREWS @ MIN. 2xB SYP TYP. NON -LOAD BEARING WALL PER PLAN. STUDS @ 24' O.C. MAX STUD SPACING TO BE REDUCED DOWN TO 16 O.C. MAX LOCATIONS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING. HOLD TOP OF L- 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM WI (2)114" x 4-12 SIMPSON SDS SCREW = NON LOAD BEARING @ 16" O.C. MAX.; TO GABLE END STUDS W/(2)i WALL DOWN 1-12 1/4' x 312 SIMPSON SDS SCREWS @ 16' O.0 s1� BELOW BOTTOM OF MAX.; TO MASONRY VW 2x4 P.T. SYP #2 LEDGER TRUSS BOTTOM CHORD. W/ 1/4' x 3-1/4' TAPCONS @ 12"O.C. 40 to TYPICAL SHED ROOF DETAIL PLYWOOD CRICKET 2' RAKE W/ FLASHING DOWN TO ROOF BELOW & FACIA OVER TOP (2) LAVERS OF 1' THICK GYP. SHAFT LINER PANELS, UP TO UNDER SIDE OF SHEATHING NO SIDING UNDER FACIA IN THIS AREA, JUST EXPOSED FLASHING CRICKET DETAIL NOT USED FOR LOCATION FLOOR6LOCKING SHALL EXTEND INTO FLOOR BVSTEM AT LEAST EXTERIOR WALL SHEATHING PER DETAIL WF10/ SDI Hnr en arnno at:ntwLe REQC FROM STUDS TO / 2x BLOCKING w/(2) 0.148' GIRDER BELOW 18' FROM THE EXTERIOR STUD FACE.... - (Ceiling Ateched Lo Rafters) Live Load=20psf, x 31N' TOENAILS EACH ....OTHERWISE, ADD FLOOR -BLOCKING 2z BOTTOM PLATE PER PLAN. Dead Laad = 20psf, U&LL= 240, Fbxbb Fnbh SIDE IF WALL SHEATHING IF TRUSSES ARE BETWEEN THE NEXT FLOOR JOIST, SPACE MIN. 1'{" (2}0.131'X3NAILS; 2x BOTTOM PLATE TO FACHJOIST(AT (Including Gypsum board) IS STOPPED BELOW PARALLEL TO WALL, Zx4 @ 2B O.C. MAX, W/ (2} 0A31' x 3 TOENAILS 2P O.C. MAX). 2X RAFTERS SEE #2 SYP CONT. W/ (2) TO TOP & BOTTOM CHORDS EA. END. SCHEDULE FOR SIZE, SIMPSON LSTA18IF ROOF LINE 3N' FLOOR SHEATHING PER 0.118' z 31/1' NAILS AT USED IN LIEU OF 2x BASE PLATE W/ 0.146 SHEATHING H' x TO NAILS: FLOOR FLOOR FRAMING NOTES. 0.131' X 3' NAILS @ C O.C. & 2 FROM ENDS AND SPLICES; SPACING 8 SPAN EACH STUD BREATHING TO EA. PIECE OF 2X BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM INFORMATION COLLAR TIE x 3-1/4' @ 24' O.C. TO ROOF SHEATHING FLOOR6LOCKING. } -- # BOARD. FLOOR SYSTEM BELOW ATTACHED PER 1 1 PLYWOOD FL GORING NAILING SCHEDULE �\ •t MIN. 1-1/8' THICK OSB RIM BOARD. NAIL TO FLOOR -BLOCKING SEE FLOOR FRAMING 1-15 O.S.B. RIM BOARD OR WOIST W/ (1}0.131-X 2-12 NAIL TOP & BOTTOM. 2. COLLAR TIE (MATCH TO PLAN F R MORE INFO FLOOR -BLOCKING SPACED @ 24' O.C.MAX RAFTER SIZE) LOCATED IN MATCHING FLOOR DEPTH. NAIL ```ram SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM UPPER 3RD OF ATTIC SPACE. l FLOOR -BLOCKING TO TOP & BOTTOM CHORD hrr\ BOARD. (2). ROM 0.131' x 2-12 NAILS @ 3O.C. ABOVE 3/4'=1•-0" SYP#2 RAFTER SPANS SPACING (in.) 2.4 (Ryn.) 2X6 (ftinJ 2x8 (MnJ 2x10 (ft-inJ 2z12 (R4n.) 12 9-0 136 17-1 20-3 23-10 16 7-9 1 11-8 1 140 176 20.8 192 7-1 1"136 16.0 1&10 24 6d % 12-1 14-4 16-10 I I ATTACHED TO RAFTER W OF JOIST W (2} 0.131' x 3' TOE -NAZIS. r AND BELOW SPLICE. REFER TO DETAIL WF1d SDFOR NOTES' SEE PLAN FOR FLOOR \ I ADDITIONAL INFORMATION. (x 3 NAILS. I \ HGA10, CENTERED BETWEEN EA. PIECE OF NOTE:OTE: SIMPSON LSTA78 1) Span shell be measured arhg to horizor101 projection BVSTEM DIRECTION h . of the rafter & MORE INFO I FLOOR -BLOCKING, AND SPACED NO MORE THAN 1 [MATCHING LOW CONCENTRATED LOADS, AND WHERE REQUIRED PER CENTERED AT ROOF PEAK L - - - - - - 24' O.C. SCREW W/ (3} 1/4' X 3 SDS SCREWS TO �- \ WRAPPED OVER RAFTERS & 2) Rafter overhangs shall not exceed the baser of 1/3 of BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, the rafter 2f-t _-_ --- 1, PLATE6LOCKING&(4)-1/4'x1-125D53CREW5 TALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM FASTEN W/(7)0.748'x2-72 span or FLOOR EAM SEE TO RIM BOARD. -- SIZE AND SPECIES OF COLUMN ABOVE. NAILS TO EA. RAFTER CEILING JOIST SPANS SCHEDULE PLAN FOR FLOOR JOIST OR PER PLAN. (Uninhabitable Attce Witwul Stooge) Live CONNECTION 0.131' X 3 NAILS: RIM BOARD TO Zx PLATE-BLOCWNG @ 6 Load = tOpsL Dead Laad = Sod. UbLL = 240. IF TRUSSES ARE PERP O.C. & Y FROM EA. END. & EA. SPLICE. SEE TRUSS LAYOUT (4} 0.131' X 3' TOE -NAILS EA. PIECE OF Fbxble Finish (indud"mg Gypwn board) TO WALL. INSTALL 1,4 BLOCKING FOR TRUSS LOCATION FLOOR -BLOCKING TO DOUBLE ZX TOP PLATE. DOUBLE 2 TOP PLATE PER PLAN. CEILING JOIST LOCATED AT THE W/ 2 0.148' x SAM" TOENAILS EA. & CONNECTION INFO () PL.AIEiIApOq: BOTTOM OF THE ATTIC SPACE. AND (2) 0.148" z 3 W NAILS MIN. 2X4 SVP#2 PLATE-SLOCKING INSTALLED TIGHT BETWEEN % V�Lr =150 MPH, EXP. C SEE SCHEDULE FOR SIZE, SPACING 8 SPAN INFORMATION TO EA. STUD. EA. PIECE OF FLOOR -BLOCKING. NAILED TO DOUBLE TOP PLATE JASSEIIIILYALLOWAIILECAPA7CITIES17LD=1.6):END MAX.IN-PLANE SHEAR: 335 W/ 0.131' x 3 NAILS @ W O.C. & Y FROM EA. END. MAX. UPLIFT: 648 PLF � LY9� IDl TYPICAL CONNECTION @ GIRDER OR BEAM S2 FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) F2 CONVENTIONAL DORMER RAFTERS 3/4'=1'4r 1 12=1'-w 1'=1'-0' SYP#2 CEILING JOIST SPANS SPACING (in.) 2.4 (ft4n.) 2x6 wft ) 2.8 mAn.) 2x10 (ft-in.) 12 11-10 1" 24-7 206 16 10-9 1&11 21-7 25.7 19.2 10-2 15-7 196 236 24 99 13-11 17-7 20-11 NON-STRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS t ROOF SHEATHING & NAILING PER ROOF NOTES. /' ROOF TRUSSES PER PLAN. 1h� U.N.O. ON FRAMING PLAN: (2)- 6' SIMPSON SDWC15600 SCREWS EA TRUSS TO TOP PLATE. REFER TO --�� DETAIL 5/SDWC. hhl 2nd FLOOR PLATE MIN. Irr GYPSUM WALLBOARD PER PLAN v1 OVERHANG & CORNICE PER DESIGN CEILING PER -` PLANS. FBCR702.3. 2x SVP#2 SUBFASCIA W/ (3} 0.131' x CEILING IS NOT 3' END NAILS TO EA TRUSS (U.N.O.) DESIGNED AS DIAPHRAGM. DOUBLE 2x TOP PLATE. REFER TO DETAIL WF07/SD4. (3)-0.131'x3'TOE OR END NAILS, EA. STUD TO TOP PLATE. (1)- 6' SIMPSON SDWC15600 SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WF10/ SD4 MID -HEIGHT Zx BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3)- 0.131"x 3 TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. MIN. 12 GYPSUM WALLBOARD PER FBCR702.3. 314" FLOOR SHEATHING PER FLOOR FRAMING NOTES. (3)-0.131"x 3" TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FLOOR TRUSSES OR JOISTS PER / FRAMING PLAN. xf REFER TO DETAILS W520 AND DRA FTSTOPPING WS21ONTHIS SHEETFOR I WHERE REQUIRED PER FLOOR -TO -FLOOR CONNECTION I INFORMATION. FBCR 302A2 ta[ FLOOR PLAT PER PLAN DOUBLE N TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131' x 3 TOE OR END NAILS, EA, STUD TO TOP PLATE. MIN. 12 GYPSUM WALLBOARD CEILING PER FBCR302.13. EXCEPT WHERE W TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBC-R .6. CEILING IS NOT DESIGNED AS A DIAPHRAGM. EXT. WALL SHEATHING PER DETAIL WF1G/ SD4 MIDNEIGHT 2X BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS Fq W/ (3} 0.131' x 3 TOE OR END NAILS. / 2z STUDS, SPECIES AND SPACING PER 'i FRAMING PLAN. SIZE PER DESIGN PLANS. MIN, 12 GYPSUM WALLBOARD PER FBCR702.3. (2)-4-7rI SIMPSON SDWC1545D SCREWS, INSTALLED PER DETAIL 10/ SDAC; EA. STUD TO BOTTOM PLATE. (3)-0. 1 31"x 3' TOE OR END NAILS; EA. STUD TO BOTTM PLATE. 2x P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER SLAB ELEVATION DETAIL WF011 NOTES - - PER PLAN & CONNECTOR LEGENDS SHEET U.N.O. FOUNDATION PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6): MAX.IN-PLANE SHEAR: 192PLF MAX. UPLIFT' 442 PLF SO TYPICAL TWO STORY EXTERIOR WALL-1 JOIST i1 / 3/4'-1V = WMMRR & ASSOCIATES, LLC is strictly prohibited. 011111111 go d+ I C + z46 01 oN EH m O i LU - iao :Ixz - MWyO TH S- DP Q DC D11Ed(: CC 0 w JOB No. STAR-159B2 i SCALE: AS INDICATED w MTE: OSA)9rLT SD3 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, 0 WINDOW JACK STUD COLUMN PER PLAN. MIN. (2). 2x SYPf2 STUDS EACH. (1)- 6' SIMPSON SUM SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL I WSDWC) (TWO SCREWS TOTAL), HOLD CRIPPLE STUD BELOW SILL PLATE SHORT TO ALLOW PROPER INSTALLATION OF SDWF SCREW. WAIL TO JACK STUDS W MIN. (41-0.131- x 3 NAILS. FLOOR SYSTEM PER PLAN SQUASH BLOCKNG WITHN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER P AN DOUBLE N TOP PLATE PER PLAN. - MIN. (2} 2x SYP•2 STUDS MATCHING SIZE OF - COLUMN ABOVE, CENTERED BELOW JACK STUD COLUMN. COLUMN TO HEADER CONNECTION ACROSS FLOOR 1.=1'-T COLUMN, OR JACK & KING STUDS PER PLAN. MIN. (4} ZK STUDS. (2)-41/7 SIMPSON SDVJC SCREWS INTO WDE FACE (PER DETAIL 10/SDWC) 6 FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE 3 TOP PLATE PER PUN (1} 8" SIMPSON SDWC SCREW INTO WOE FACE PER DETAIL, WSOWC) OR NARROW FACE (PER DETAIL 13/SDWC). COLUMN PER PLAN, ALIGNED NTH COLUMN - ABOVE. MIN. (4)- Z, STUDS. COLUMN TO COLUMN CONNECTION ACROSS FLOOR 1"=,'-0" D E j I 1 N OPENING Z > n PER PLAN. 010 E u 0 I Z Q W � I i i E B C l II ...... ...."..... :..... FLOOR SY M 1 II E A i I E > o OPENING y� PER PLAN. I m E I i D E I 3 B FULL PANELS ERE T I PAOPENING ' SIZE BUILDING LAYOUT. ) COLUMN, OR JACK& KING STUDS PER PLAN. UPSET HEADER (i).41/7 SIMPSON SDWC SCREW INTO NARROW MIN. (4)- 2x STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO (1)- 8' SIMPSON SDWC SCREW INTO NARROW DETAIL 13/SOWC) (TWO SCREWS TOTAL) FACE OF EACH STUD (SIMILAR TO DETAIL FACE OF EACH (SIMILAR T. (2} 412' SIMPSON SOWC SCREWS INTO WIDE (2}41/7 SIMPSON SDWC SCREWS INTO WDE ITWO SCREWS TOT - FACE (PER DETAIL 10/SDWC) FACE (PER DETAIL 10/SDWC) 1" MAX i' MAX ,' MAX. / FLOOR SYSTEM PER PLAN. / (3). SIMPSON SDWF2724-TUW SCREWS: ONE ON EACH SIDE OF COLUMN W// MAX. V FROM EDGE .I I 1 I1 (2)- SIMPSON SDWF2724TUW SCREWS EACH OF WASHER TO COLUMN, AND ONE CENTERED ��( SIDE OF COLUMN W/ MAX. 1' FROM EDGE OF BETWEEN COLUMNS. SQUASH BLOCKING WITHIN FLOOR SYSTEM / AA MATCHING SIZE & SPECIES OF COLUMN ABOVE. 1 WASHER TO COLUMN. I �I jOT_OP�OF PLATE t PLAN DOUBLE 2z TOP PLATE PER PLAN. (2)' 6' SIMPSON SONC SCREWS INTO NARROW I` \ HEADER PER PUN. - (4}8"SIMPSON SDWC SCREWS INTO INTERIOR FACE OF STUD COLUMNS (SIMILAR TO DETAIL 1 12' O.C. 1` FACE OF HEADER (SIMILAR TO DETAIL x I SDWC)(4 SCREWS TOTAL. ` TYP. INSOWC), SPACED AT I-1/2"O.C.&CENTERED UNDER COLUMN ABOVE. UPLIFT CONN. CAPACITIES: (2)SDI C7: : ,1' LN. 7/COLN. SOWF2726s: 1416• COLUMN, OR JACK & KING STUDS PER PLAN. DOWNSET HEADER (1). 412" SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO MIN. (4} 2x STUDS.:::: (1}412' SIMPSON SUWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL I3/SDWC) OWO SCREWS TOTAL) (2} 4Irr SIMPSON SDWC SCREWS INTO WOE DETAIL I3/SDWC) OWO SCREWS TOTAL) (2} 41/7 SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 1WSOWC) r (2)- 1I 7 SIMPSON SDWC SCREW INTO WDE FACE (PER DETAIL 10/SDWC) FACE (PER DETAIL 10/SDWC) 'MAX 1' MAX I 1' MAX. I I FLOOR SYSTEM PER PLAN. / I (2). SIMPSON SDWF2724TUW SCREWS EACH / (2)- SIMPSON SDWF2724TUW SCREW EACH SIDE OF COLUMN W/ MAX. 1' FROM EDGE OF '( SIDE OF COLUMN W/MAX. 1FROM EDGE OF WASHER TO COLUMN. SQUASH BLOCKING WITHIN FLOOR SYSTEM WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. OF PLATE VPTOP ER PLAN DOUBLE 2 TOP PLATE PER PLAN. I o (1} 6" SIMPSON SONC SCREW INTO WOE FACE i - i (4)- 6' SIMPSON SOWC SCREW INTO NARROW (PER DETAIL 1 WSDWC) OR NARROW FACE (PER MIN. (4)- 2c BY PM2 CRIPPLE STUDS MATCHING I FACE OF CRIPPLE STUDS AT TOP & BOTTOM DETAIL I3(SOWC). SIZE OF COLUMN ABOVE, CENTERED BELOW (SIMILAR TO DETAIL I3/SDWC). (i} 6' SIMPSON SDWC SCREW INTO NARROW COLUMN. CRIPPLE LENGTH TO BE 3MIN. FACE OF EACH INTERIOR STUD (SIMILAR TO HEADER PER PUN. DETAIL 13/SDAC) (2 SCREW TOTAL). FT CONN. CAPACITIES: Aclseoo: leas Eip))-SuNC/5450: 197IN V�S0.i COLUMN TO HEADER CONNECTION ACROSS FLOOR UPLIFT CONK. CAPACITIES: a)sowclsfioB: 18DD0 MW2724: 25320 (6)SDWC15450: 1970M SDW2724: 2B32M 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN. IBM" EXPOSURE 1 OR 7/16' STRUCTURAL 1 & EXPOSURE 1 RATED SHEATHING. EXTERIOR WALL SHEATHING CAN eE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. REFER TO CLADDING MANUFACTURERS WRITTEN SPECIFICATIONS AND/OR CODE REGULATIONS FOR MINIMUM REQUIREMENTS. Z 118" MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END JOINTS. 118" MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTION: 1? GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1-1 M' THICK WOOD STRUCTURAL PANEL (O.S.BJ RIM BOARD. 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEATHING PANEL SHALL BE REMOVED AND REPLACED. IF MORE THAN 20% OF THE FASTENERS AROUND THE PERIMETER OF SHEATHING ARE OVERDRIVEN, CONTACT THE E.O.R. FOR ADDITIONAL REVIEW AND EVALUATION. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR-101 C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTIONS ARE REQUIRED WHEN SPECIFIED ON FRAMING PLAN(S) AND/OR FRAMING DETAILS. DOUBLE TOP EXTERIOR WALL SHEATHING SHALL EXTEND PLATE PER PLAN TO THE TOP OF THE DOUBLE TOP PLATE. NAIL EXT. WALL SHEATHING TO DOUBLE TOP PLATE W/ Q} ROWS 0.131' x 242' 3 O.C. NAILS Q 3 O.0 STAGGERED 1-12" 13/4"f STAG' EXTERIOR WALL SHEATHING i A TYP. NAILING AT DOUBLE TOP PLATE 1-1lY=1'4)' I Lx 4NU FLUVK bI I SEE PLAN FOR MC INFORMATION SEE FLOOR FRAMI PLAN FOR FLOOR SYSTEM INFO. SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS WIT 0.148'X 3-1/4' SINK (2) 2x TOP PLATE 2z 1ST FLOOR STI SEE PLAN FOR MI INFORMATION FOUNDATION PEF PLAN SIMPPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148"X 3-1 /4" SINKERS ATTACH 2z STUDS W (3) 2. STUDS (2) OASTX 3-12' NAILS Q 6. O.C. CALIFORNIA CORNER B43 SIMSPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148"X 3./M' SINKERS (3) 2x BUILT UP COLUMN ATTACH PER NAILING SCHEDULE ATTACH 2, STUDS p (2) 0.16Z'X 3.10 NAILS (4) Zz STUDS '4 Q V. O.C. SgNDARD CORNER 843 J ALTERNATIVE STRAP: 1 (2)- CS20 COIL STRAPS COLUMN TO (4) 2. STUDS COLUMN W MIN. 9' ENO LENGTHS & (14)-0.131' x 2-10 NAILS EACH END. PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM. HTT4 W 5/8' ALL ATTACH 2x TO THREAD ROD, T' MIN. STUDS W/(2)ROW EMBED. W/ SIMPSON OF O., 67X 3-12" SET EPDXY OR EO. NAILS Qa'O.C. CALIFORNIA CORNER AA ATTACH COLUMNW (18) 0.148" X 2-12" NAILS LW5091 2-STORY CORNER FRAMING ATTACHMENT -FRAME 3/4"=1' T HTT4 W/5W ALL THREAD ROD, 7- MIN. EMBED. W SIMPSON (3) aBUILT UP STUD SET EPDXY OR EQ, COLUMN ATTACH PER ATTACH COLUMN W WFOS/SD2 (18) 0.148- X 2-12' NAILS ATTACH 2x TO BUILT UP STUD COLUMN W/ (2) ROWS OF 0.167X 3-1 Ar NAILS Q 6- O C. STANDARD CORNEtAA 3Ai SHEATHING PER PLAN U • f NAIL WAIL SHEATHING 3Mi NAIL EXT. WALL 1 YY i y 4 ATTACH PE R NAILING T O SHEATHING AT VERTICAL PANELS TO RIM BOARD 2x STUDS SEE / W/ ROW 0131'X / PANEL JdNTS('EWE SCHEDULE R} NAIL SHEATHING / FRAMING PLAN FOR NOTE: z O.C. / / NAIUNG) W 0.131' z SPACING AND GRADE 2z BOTTOM PLATE W/ y Z / TO EACH I WHEN30R MORE WINDOWS ARE N A ROW (ONLY JAMB STUDS BETWEEN O / STAGGERED I-12'. /� U \\ 2-12"NAILSQ6"O.C. (1)SIMPSON SDVJC ¢< O INTERMEDIATE AND SEE ARCH PULN WINDOWS CENTER WINDOWSMUST WIVE lSTA305TRAP5 TOP AND 5 MAINTAIN MIN. 3/4" FROM O �\ MAINTAIN 318- TO EDGE 15B00 SCREWQB'O.C. ) p o STUD('IN THE / TO VERIFY SIZE BOTTOM AND EACH SIDE OF OPENING W/(2)A34 CLIPS TO TRANSFER EDGE OF PANEL. ,q FIELD-)W 0.131 /p OF PANEL, STAGGER & 6' FROM ENDS AND LATERAL LOADS iF /f •'/�"/•' z2-NAILS '.O NAILING ON EACH SIDE 3/4"FLOOR SHEATHING SPLICES. SCREWTO BE w �7(L' OF PANEL JOINT. ATTACHED PER FLOOR INSTALLED TO CENTER SOLID SHEATHING 6'O.0 AT 17 SIMPSON LSTA24 ® j O.C.- NAILING NOTES OF RIM BOARD BELOW STRAP WI22 148-X SHEATHING SPLICE AT THE /��' „vx ( KI. HEADER U MAINTAIN 10 GAP - �/ MID -HEIGHT OF RIM 3' NAILS. BEND STRAP SIMPSON SP4 W/16) z O i • / - 3 / 'f'. ♦./.' �'/ / / / / / BETWEEN PANELS w OVER TOP PLATE MAX. o.148" x1.1rr 24" O.C. BOARD. MAINTAIN 12' GAP / /. RIM BOARD BLOCKING O S O �- BETWEEN PANELS. Q 24' O.C. MAX. 3. THEN RUN DOWN '�E> (USE SP6 Z16 STUDS o 11?', MIN. 3 STUD CENTERED ATTACH TO DOUBLE 5 FACE OF JAMB & BPS Q 2x6 STUDS) m ,'/ • A, ♦ A /-,f. EXTERIOR WALL \ \`\ ON VERTICAL PANEL TOP PLATE USING (i) LL 3 STUDSMEADER. SHEATHING JOINT' $ IMPSON A34 (ONLY READ IF WALL (2) 2. SPF TOP PLATE O -/f '• ' • i / i� EXTERIOR WALL, RIM BOARD PER TRUSS U.N.O. ON PLAN '• / / / - ii' i SHEATHING CANT BE Z SHEATHING �` MANUFACTURER. INSTALLED AS - O (MAX) 24' O.C. � HEADER -SEE 2ND TYP. PANEL SPLICE AT WISP RIM BOARD TYP. VERTICAL EDGE &FIELD NAILING ATTACH TO EACH JOIST INDICATED) (MAX) FLOOR PLAN FOR MIN. U FLANGE IL(1)0.131'x EXTERIOR SHEATHING HEADER512E8 REQ'D OI C D ATTACH RIM BOARD TO BEAM / 1-1?=1'4T 1-12'=1'4T 2-12' NAIL FROM TOP OF WALL JAMB STUDS BELOW USING (n MAX& 6- FROM TO ENDS 16" O.C. X 88' FROM NAILS 00 O1 C. ALL SYSTEM OM OONI „1-.i fL� •-tl �9�-i. �.�'y. ..... A'/,/Y!! ENDSb SPLICES SHEATHING TO WALL BEAM) ATTACHED F SHEATHING TO BEAM)ATTACHED PER w RIMBOARD NAILING SCHEDULE IF IF HEADER IS UPSET L 9a NOTE: REFER TO ���•T7J'.3 a�. �.�u.�... r. t/ . //.. GIRDER PER PLAN (2)ROW60131'z 2-12' SHEATHING CAN NOT NAIL EXT. WALL SHEATHING TO HEADER W 0.131"x 2-12' NAILS Q 6" O.C. TOP & BOTTOM MAINTAINING We EDGE DISTANCE. AT EA. END OF HEADER, NAIL SHEATHING TO HEADER W (6} 0.131' x 241 NAILS. NAIL EXT WALL SHEATHING TO TOP SILL PLATI W/ 0131' x 2.1/7 NAILS Q 6" O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS V 0.131' x 2-1/7 NAILS Q TOP & BOTTOM, & THEN 6"O.C. EXTERIOR WALL / ' NAIL EXT. WALL SHEATHING TO SILL PLATE W LL SHEATHING -\i 0.131'x 2-12' NAILS Q6'0.C. 71 x�x � O ¢ , \` NAIL EXT. WALL SHEATHING TO CRIPPLE .Om FRAMING W/0.131'z 2-1/7 NAILS Q TOP& p ( / p BOTTOM,& THEN TO.C. AT PANEL EDGES &, Z' pz¢ iV f O.C. IN THE FIELD. AT VERTICAL PANEL JOINTS, - REFER TO DETAIL(D). 2x BOTTOM PLATE NAIL EXT. WALL \ f PER PLAN 1 i �. • 4 SHEATHINGTON 3"O.C. \` ` BOTTOM PLATE MAINTAIN VW GAP //�i •. •i'. �f • ♦ if- FOUNDATIONPERPLAN. OA31"X2-1?NAILS BETWEENSHEATHING ' Q 3O.C. MAINTAIN AND FOUNDATION OR 3/4"TO PANEL EDGE. MASONRY. TYP. EXTERIOR SHEATHING DETAIL (2-STORY) TYP. NAILING AT BOTTOM PLATE TYP. SHEATHING & NAILING AT OPENINGS Ir COPYRIGHT MOD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the JOIST MAIN SPECS FOR BLOCKING REQUIREMENTS NAILS Q 3" O.C. WALL SHEATHING TO BE INSTALLED AS INDICATED, AND WINDOW IS z LOWER: (1)2x51LL p PLATE W/ (2) 0.148' x 3 p BOTTOM OF BEAM CONTRACTOR TO TOE -NAILS. EXI O INSTALL LSTA248 HEADER OPENINGS z $� PARALLEL TRUSS TO DROPPED BEAM LsrA3DAsSHOWN LESS THAN 4FT:(i)Z( _ 3/4'=1'-0' SILL PLATE W (2) w (2) 2z SILL AT WINDOW 0.148' z 3' TOE44AILS. W/21 CRIPPLE STUDS OPENING LARGER a AT EA. END NAILED TO THAN 4FT: (2) 2z SILL i STUD PACK W/0.148. PLATE W/A35 CLIPS U' 3. NAILS Q8"D.0 EACH SIDE W1b o THEN STUDS Q 16' CRIPPLES Q Is- O.C. j O.C. ATTACH SILL W W/ (2) 0.148' .3 (2) o 143 z 3 TOE -NAILS T&B O TOENAILS AT EA. END (PLYWOOD SHEATHING OF SILL (MAX OPENG READ T&B) WIDTH 4'4T). USE A35Fs- CLIP AT EA. END FOR i OPENINGS GREATER THAN 4' BUT LESS y THAN V i SIMPSON LSTA30 X` / O w STRAP CENTERED BETWEEN COLUMN & 2 GIRDERIBEAM BELOW W/(22)t).148'X3 SEE FRAMING PLAN O NAILS. (ONLY READ IF FOR FLOOR w WALL SHEATHING CONNECTION w CANT BE INSTALLED r AS INDICATED) O FLOOR GRIDER OR BEAM n 5 Z NOT USED HEADER CONNECTION @ 2nd FLOOR HIGH BM w expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. R N Z �_ 5 N 2 m _J 2 Q Z LU ia X � o F M W 0 IL Tn rq ao F oOC CHECK: CC w JCB No. STAR-159B2 r SCALE: AS INDCATED SD4 ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON SOWF2724 (0.27 x 24") SCREW Q 24' O.C. MAX, MAINTAINING 8- FROM ENDS AND SPLICES 2x4 SYP02 RIM -BLOCKING BEHIND RIM BOARD. NAIL TO RIM BOARD W/ (2).0.131' x 3' NAILS Q r O.C. FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST 16' FROM THE EXTERIOR STUD FACE.... ....OTHERWASE, A00 FLOORSLOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED 24' O.C. MAX, W/ (2} 0.131- x 3' TOENAILS TO TOP 8 BOTTOM CHORDS EA. END. MIN. 1'�' 3W FLOOR SHEATHING (6)-OA31'x2-1?NAILS: FLOOR PER FLOOR FRAMING SHEATHING TO EA. PIECE OF NOTES. FLOOR -BLOCKING. FL00R8lACIaM 1-1/6' O.S.B. RIM BOARD OR HOIST FLOOR -BLOCKING SPACED Q 24' O.C. MAX, I j MATCHING FLOOR DEPTH. NAIL FLOOR -BLOCKING TO TOP & BOTTOM CHORD \5 OF JOIST W/ (2).0.131' x W TOENAILS. FLOOR JOIST OR PER PLAN. (4)-0.131- X 3- TOE -NAILS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 2x TOP PLATE. PL ATEAOCIWO: MIN. (2),2x4 SYPM2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP PLATE W/ 6' SIMPSON SDS SCREWS Q C O.C. & Z' FROM EA. END. FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) 1 12"=1'-0' E%TERIOR WALL SHEATHING PER DETAIL WF1U SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE LLO. OF NAILING INDICATED ON DETAIL WFID 2x BOTTOM PLATE PER PLAN (2).0.131' X r NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 24- O.C. MAX). (2).0.131' x 3' NAILS Q 3' O.C. & 2' FROM ENDS AND SPLICES; N BOTTOM PLATE TO RIM SOARD/RIM BOARD BLOCKING. CENTER NAILS ON RIM SOARDRIM BOARD BLOCKING. MIN. 1-1/8' THICK OSB RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (1). 0.13/' X 2-1/2' NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2}ROWS 0.131'x 2-12' NAILS Q 3' O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WFIW SDFOR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. (Z 0.131' x 3' NAILS: RIM BOARD TO 2x PLATE-OLOCIONG Q W O.C. & 2' FROM EA. END. B EA. SPLICE. DOUBLE 2x TOP PLATE PER PLAN ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6). Vu, = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR), 1080 PLF (1ST FLOOR) MAX. UPLIFT: 425 PLF NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN. 12' GYPSUM WALLBOARD CEILING PER FBC-R702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM, (1 )-6- SIMPSON SDVVC15600 SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 131SDVYC; EA. STUD TO TOP PLATE. MIN. 112 GYPSUM WALLBOARD PER FBC-R702.3. ROOF SHEATHING & NAILING PER ROOF NOTES. 2x BY VERTICAL BLOCKING BETWEEN EA. TRUSS. (1)-6' SIMPSON SDWC SCREW TO FROM TOP PLATE TO BLOCKING ON EA. END (TWO SCREWS PER EACH PIECE OF BLOCKING). NAIL ROOF SHEATHING TO BLOCKING WITH RSRS-01 (0.113-2-3IB') RING SHANK NAILS Q 4' O.C. MAX U.N.O. ON FRAMING PLAN: (2)-6' SIMPSON SOWC156M SCREWS EA TRUSS TO TOP PLATE. REFER TO DETAIL 5/SDWC. 2ntl FLOOR PLAT PER PLAN i1 OVERHANG & CORNICE PER DESIGN PLANS. 2x SYPN2 SUBFASCIA W/ (3)- 0.131' x 3' END NAILS TO EA. TRUSS (U.N.O.) DOUBLE 21 TOP PLATE. REFER TO DETAIL WF07/SD2. (3)-0.131' x 3' TOE OR END NAILS, EA STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WFI(V SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MIC-HEIGHT Zx BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3)- 0.131' x 3' TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)-4-12' SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 10/SDWC; EA STUD TO 80TTOM PLAT (3H 0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. 34C FLOOR SHEATHING PER FLOOR - FLOOR TRUSSES OR JOISTS PER FRAMING NOTES. FRAMING PLAN. DRAFTSTOPPING RANG `11r REFER TO DETAILS VVS107 (FOR (JOIST) OR WS125 (FOR FLOOR TRUSS) ON THIS SHEET 1, REQUIRED PER FOR FLOOR -TO -FLOOR CONNECTION I FBC:i 302.12 INFORMATION. 1st FLOOR PLATE PER PLA� 'DOUBLE IrrR30 GYPSUM WALLBOARD CEILING PER 2x TOP PLATE. REFER TO DETAIL FBC-MIN. EXCEPT WHERE SG' TYPE X WF07/SD2. (3)- 0.131' x 3' TOE OR END NAILS, GYPSUM WALLBOARD IS REQUIRED PER GYPSUM WA EA STUD TO TOP PLATE. FBC-R 2.6. CEILING IS NOT DESIGNED ASA DIAPHRAGM. (1)- 6' SIMPSON SDWC15600 SCREW, EXT. WALL SHEATHING PER DETAIL WFIOI SD4 INSTALLED TO THE INTERIOR NARROW FACE ALL PANEL EDGES SHALL SE NAILED PER PER 1WSDWG; EA STUD TO TOP PLATE SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT N BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/(3H 0.131' x 370E OR END NAILS. INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN 2x P.T. BOTTOM PLATE. ATTACHED TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET U.N.OANCHOR BOLTS SHALL BE INSTAL AT 12' O.C. MAX. ABBE SLY ALLOWABLE CAPACITIES (LDF =1.6) MAX. IN -PLANE SMEAR: 335 PLF (2ND FLOOR) 1080 PLF (1ST FLOOR) MAX. UPUFT: 442 PLF O� (�1 HIGH SHEAR TWO STORY EXTERIOR WALL 3/4'=1'-0' 2. STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)-4-12' SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 10/ SDWC; EA. STUD TO BOTTOM PLATE. (3)- 0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FOUNDATION PER PLAN, SLAB ELEVATION 4t� I C + OLIP 33 y ElJ S ol - o xaz - :3}Xa. z - 0 1— wwo STRUCTURALENG: TH 12 OC CHECK: CC O w JOB No. STAR-15992 t SG AS INDICATED w MTE: OSOS?3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD5 W.(r - HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES Itr GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV.V34/IS USED), SEE DESIGN PLANS. W GYPSUM WALL BOND MAY BE SUBSTITUTED W/ MIN. 3.1? THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 1r! GYPSUM WALLBOARD PER U373WY1. U33MWA U347/PW4, ORV344 W5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.OB8' x 14W LONG, RERAN' HEAD) COOLER NAILS OR No. B TYPE W DRYWALL SCREN/S (MIN. 1-IRA' LONG], ALL FASTENERS SHALL BE INSTALLED Q MAX r O.C. Q All. SUPPORTED EDGES & 12* O.C. N FIELD (S".131• X S TOE OR END MAIIA EA. STIR TO BOTTOM PLATE. EA SIDE OF PARTY WALL (1} r SIMPSON SOWC15W0 SCREW. EACH STUD TO BOTTOM PLATE PER 11/bbWC, (EACH SIDE OF PARTY WALL} MN. 2.4 SYP 02 BOTTOM PLATE ATTACH TO CENTER OF RIM BOARD BELOW USING (1) SIMPSON SONC15500 (0.152 z 6•) SCREW Q 24' O.C. MAX MAINTAIN r FROM ENDS & SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (027 x 2C) SCREW Q Sr O.C. MAX MAINTAIN r FROM ENDS AND SPLICES PRE-ENG. FLOOR SYSTEM FLOOR BEARING FIGT. �FERTO PLANS _ - FIRE BLOCKING EA SIDE OF / PARTY WALL AS REWIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, - EACH SIDE OF PARTY WALL, USING (1) SIMPSON SDWC15000 SCREW Q 24. O.C. MAX & r FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RNA BOARD. MIL 3,W* PENETRATION TO RIM BOARD. (l} r SMPSON SDWCI5WO SCREW, EACH STUD TO TOP PLATE PER 1108O WC. (EACH SIDE OF PARTY WALL} lr2' GYPSUM WALLBOARD PER U373PM, U 36PM U3470PW4, OR V3441PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. Bd (0.036• x 1. V LONG, 150 HEAD) COOLER NALLS OR N. 8 TYPE W DRYWALL SCREWS (MIN. 14W LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX r O.C. Q ALL SUPPORTED EDGES & tr O.C. N FIELD MIN. 2x4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3S O.C. MAX & WITHIN r OF EACH ENO OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: - UPLIFT -270 RF N RARE SMEAR- 250 PLF 4 PARTY WALL 1'-2 3 - HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SOMINN (0.152 x B-) SCREW Q 48.00 & T FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WAL SEE WF07/SO2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOABLE TOP PLATE USING (1) SIMPSON SDWC150M (0152. Er) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373MM. U3360PRQ Aft_- U3471PW4, OR V344IPW5 MIN. W SYP 02 STUDS Q 16• O.C. W/ MI114IEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL WO TYPICAL PARTY WALL SECTION (VE) 12+1'4r 34• FLOOR SHEATHING EACH SIDE OF PARTY WALL. ATTACH PER NALLIG SCHEDULE PRE4ENC FLOOR SYSTEM DOUBLE TOP PLATE EACH SIDE OF PART/ WAIL. SEE WF07/302 FOR SPLICE& ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U373PW1. U33SIPWZ U3471PW4, OR V34/1PW5 MIN. ZA SYP 02 STUDS Q 16• O.C. W/MD461OW WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15W (0.152 x 4-IM SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION RAN FOR CONCRETE SLAB AND FOUNDATION INFORMIITON 4 PARTY WALL W-W+ HALF PARTY WALL WIDTH �'234•+ HALF PARTY WALL WIDTH FIE RETARDANT FINE RETARDANT TREATED ROCF SHEATHING TREATED ROOF SHEATHING (NO PENETRATIONS) (NO PENETRATIONS) STUDDED COMMON TRUSSES irr GYPSUM WALL BOARD EACH SIDE OF ATTACH TRUSS TO DOUBLE PARTY WALL PER FIRE RATED WALL TOP TOP PLATE USING (1) SIMPSON SING0.152 SYSTEM(F ASSEMBLY BXUVV344 IS 5OW () SCREW 118ED). SEE DESIGN PLAINS. 1rC GYPSUM Q 48. OC & C FROM ENDS WALL BOND MAY BE SUBSTITUTED W/ MN. 3.12* THICK GLASS FIBER OR (EACH SIDE OF PARTY WALL) MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES PROOF BEARING HOT. YREFER TO PLANS _ - FIE BLOCKING EACH SIDE OF PARTY WALL AS REWIRED 1/C GYP811M WALLBOARD PER U3731PW1, L03SPOZ U34'1~, OR V3441PW5 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (0.08r x 14R LONG, 150W HEAD) COOLER HALLS OR M. S TYPE W DRYWALL SCREWS (MIN. 1_1M' LONG). ALL FASTENERS SHALL BE INSTALLED Q MA(r O.C. Q ALL SUPPORTED EDGES & 1r O.C. INFIELD ATTACH EACH STUD TO BOTTOM PLATE USING. (1) SMPSON SDWC15450 (0.152 x4-1rn SCREV CONNECT2ND FLOOR WALL Br PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ M 1M x F1W S SCREWS O 1r O.C. AND e• FW END OF WALLS. ALL SPLICES T BE STAGGERED MIN. 4117 12• GYPSUM WALLBOARD PER U373NW1. U33SPM LW7/PW4, OR V344N W5 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (0.OS8• x 14S' LONG, ISAM HEAD) COOLER NAILS OR No. S TYPE W DRYWALL SCREWS (MN. 1-lW LONG). ALL FASTENERS SHALL BE INSTALLED Q MAx r O.C. Q ALL SUPPORTED EDGES & 1r O.C. IN FIELD MN. 2x4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES& CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3T O.C. MAX & WITHIN r OF EACH ENO OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT -270 PUP - IN PANE SHEAR- 250 Ri TYPICAL PARTY WALL SECTION 1rr-1'4' DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/SD2FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SOM150M (0.152 x V) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373~. U39BIPNR, U347/PW4, OR V344 PM INSTALLED TIGHT TO ROOF SHEATHING. MN. 2x4 SYP I2 STIRS Q it O.C. W/MID-HEIOHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-1ro SCREW CONNECT 2MD FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP RATE W/ (2)1W x 4-I? SOS SCREWS Q 1r O.C. AND B• FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MN.4r DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFO718M FOR SPLICE& ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15M (0.152 x 6-) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373PW1. U3360-WZ US47/PW4, OR V344MM MN. 2.4 SYP M2 ST" Q 1r O.C. W/MIDHEK#R WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-1W) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION RAN FOR CONCRETE SLAB AND FOUNDATION WORVA11M 4'0+HALF PARTY WALL W WTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) STUDDED COMMON TRUSSES 1/r GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY BXW V344 IS USED} SEE DESIGN BANS. VZ GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN.3-W TACO GLASS FIBER OR MINERAL WOOL NSUATON COMPLETELY FILL THE STUD CAVITIES 1rr GYPSUM WALLBOARD PER U3731P W1, U338rt'WZ UU'Ifi W4, OR V344MM EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.0Wx I-W LONG. 151W HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MEN. 141E LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX r O.C. QALL SUPPORTED EDGES & tr O.C. N FIELD MIN. W SYP 02 STUDS Q Ir O.C. W/ MID EIGHT WALLBLOCKING EACH SIDE OF PARTY WALL (1)- 6• SIMPSON SDWC15S00 SCREW, EACH STUD TO BOTTOM PLATE PER 1 VSOWC, (EACH SIDE OF PARTY WALL), 2x BOTTOM PLATE FASTEN TO FLOOR SYSTEM W/ (1) SIMPSON r SDWC SCREW MINCIMSW) Q 24. O.C. & 4•PROM ENDS& SPLICES. ATPERPENOICUWi FLOOR: CENTER SCREW IN RIM BOARD. AT PARALLEL FLOOR: SCREW INTO BEAMRRUSS, STAGGERING IN BOTTOM PLATE ATTACH BOTTOM RATE TO DOUBLE TOP PLATE - BELOW USING (1) SIMPSON 8DWF2724 (027 x 24•) SCREW Q Sr O.C. MAX MAINTAIN r FROM ENDS AND SPLICES PRE-ENG. FLOOR SYSTEM h F-LEER BFAROIG HGT. - YRffER- FIRE BLOCKING EA SIDE OF PARTY WALLAS REWIRED ATTACH RIM BOARD TO WALL DOUBLE TOP - PLATE. USING (1) SIMPSON SUNIC15WO SCREW Q 2C O.C. MAX & 8' FROM ENDS & SRK2ES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MN. S411W PENETRATION TO RIM BOARD. (1} r SIMPSON SDWCIMM SCREW, EACH STUD TO TOP PLATE PER 11BOWC. (EACH 810E OF PARTY WALL} MIN. ZA SYP 62 STUDS QIS'O.C. W/ MWEIOHT WALL BLOCKING 1W GYPSUM WALLBOARD PER U373PW1, U33M-W2 US47/PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0BS4V8' 6• x 1LONG. 150 HEAD) COOLER NNLS OR NNo.6 TYPE W DRYWALL SCREWS (RAH 1-11C LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX 4. O.C. Q ALL SUPPORTED EDOE8 & Ir O.C. N FIELD MIN. 2.4 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 30' O.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: - UPLIFT - 270 PUP - IN PLANE SHEAR -250 PLF TYPICAL PARTY WALL SECTION lr2•-r-0• V2 34•+HALF PARTY WALL WIDTH 4- PART' WALL FIRE RETARDANT TREATED ROOF SHEATHING MOPENETRATIONS) SDWC1WW (0.1S2 x n SCREI Q 46. OC & r FROM ENDS (EACH SIDE OF PARTY WALL) FIRE BLOCKING EACH SIDE OF PARTY WALLAS REWIRED DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE W F07/8D2 FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC108W (0.152 x In ARTY WSCRE� 310E OF FIE RATED WALL SYSTEM PER U373PW1, U3361PND- U347MPW4, OR V344IPI5 INSTALLED TIGHT TO ROOF SHEATHING. MIN. 2x4 8YPI2 STUDS Q 1r O.C. W/MD-HEIGHT WALL ATTACH EACH STUD TO BOTTOM RATE USING (1) SIMPSON SDWC15450 (0.152 x4-11M SCREW CONNECT2W FLOOR WALL BASE RATE TO 1ST FLOOR DOUBLE TOP RATE W/ (2)1M x 4-Ire SOS SCREWS Q 12. O.C. AND r FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN.48' DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07BD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH SAID TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCI56W (0.152 x B-)SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER USMVW1. U:13SFWZ U.147APN4, OR V344MM MN. U4 SYP I2 STUDS Q 12- O.C. W/MIDJENiHTWALL ATTACH EACH STUD TO BOTTOM PLATE LASING (1) SIMPSON SOWC154W (0.152 x 4-1M SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION RAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION O v/ J T z W in Q � h �O Q Z > >� H Q >- W =Z 1. 8`C c1 V� O <. z 1O 0o w ^Q W LL z� N t- N C zr O� N w n ~O u X m J - i Q V) sa}p - 0 I- 1- M W ZO C. 51STRUCIDRALEND: TH SIR- DP � a aNEac cc 0 w x�e No. STAR-15BX2 i SCALE: AS INDICATED w RATE: DSx:3r23 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1)SIMPSON HTT4 W/(1)SB' THREADED NOD, T MIN. EMBEDMENT W/ SIMPSON SETJIR EPDXY OR EQ. ATTACH TO COLUMN 11/(18) 0.162'x 2-1? WALL SHEATHING SHALL BE NAILS INSTALLED AS A CONTINUOUS SHEET FROM DOOR OPENED TC 2x SEPARATION FRAME BUILDING CORNER W/ NAILING PI WALL TOP B BOTTOM WF10M PLATES SWILL RUN CONTINUOUS PAST END OF SUB ADJACENT FRAME WALL DOOR OPENING TO END OF BLAB INTERSECTING 2, FRAME WALL SHALL BE SCREWED TO MN. (3) 21 SEPARATION PLY BUILT UP COLUMN WITHIN WALL FRAMING SEPARATION FRAME WALL W/ (2)1/4• SIMPSON SOS SCREWS INSTALLED P FROM TOP & BOTTOM, 14 EDGE DISTANCE, FIRE RATED WALL OTHERWISE SPACED p tr O.G ASSEMBLY PER W, OR STAGED V MAX. V344PM INSTALLED TIGHT TO ROOF SECTION A -A W-V HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ROOF SHEATHING AND - FASTENING PER NAILING SCHEDULE 1? OYPSIIM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL BYSTBA (IFASSEMBLY BXW.V344IB USED} SAE DEIGN WALLBOARD Mr BE SUBSTITUTED W! MIN. 3.1lr THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES CONTRACTOROMAY USE SWITCH SOWC SCREWS p r O.C.&C FROM ENDS PER 2MSDWC T �REFE BLARPLNIB —I FIRE SLOCKING AS REOUIRED MIDPOINT BLOCKING BETWEEN STAB L.N.O. ON FRAMING PLANS 1? GYPSUM WALLBOARD WALL W/ 5d COOLER — (OAB551,d1e'LOHC ,SM4•HEAD ORSOW DRYWALL SCREWS 1-114• LONG 44' O.C.ON EDGE & 1r O.C. N FIND (1} T SIMPSON SOWC15600 SCREW, EACH STUD TO BOTTOM PLATE PER IIMYVC, V-W HALF PARTY WALL WIDTH FIRE RETARDANT E PARTY WALL TREATED ROOF SHEATHING NO PENETRATIONS) A I A MN. 2.4 SYP 62 BOTTOM PLATE ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131• x 3' NAILS p,r O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON M INTAIN 7A (0 M ENDS �A SCREW p 3r O.C. MAX MAINTAIN r FROM ENDS AND SPLICES FIRE BLOCKING AS REQUIRED 3W FLOOR SHEATHING FASTEN PER PLAN PRE•ENG. FLOOR SYSTEM h-F-L-OCR SEARING HOT. `TBLFERTD PUWS _ — ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SDWCIUW SCREW p IT O.C. MAX & C FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENM OF THE RIM BOARD. MN.3.3W PENETRATION TO RIM BOARD. 7/ (1}6' SIMPSON SDWCIWW SCREW, EACH STUD -� TO TOP DOUBLE TOP PLATE WI (S) 0.14r x 3-1M' TOE -NAILS TO EA , TYP. PLANS BETWEEN STUDS U.N.O.ON FRAMING1?OYPSUMWALBOAiD WA.LW/Sd COOLER (O.OSB'z 1d5'LONG. i_ FIEADJOR/5W ALL BCREYV31-1H• LANE 4.O.G ON EDGE & 12' O.G N FIELD 2)AS2SYPwALLW1STUDS6 Ir O.G SEE — BW2NTHE BEARING WOOD WALL SCHEDULE SHEET SLI FOR ADDITIONAL INFORMATION. ATTACH SHEATHING To FRAME WALL DOUBLE TOP PLATE WRffiRS-Ot NAILS 0 BPACNG PEt SINGLE ROOF TABLE ON ST. RROIADE SLAM MATCHING PITSHCH OF ROOF TO FILL GAP BETWEEN TOP PLATE &EATHING IF REDUIRED F NOT COAT=RPfR00FING, AND FLASHING BY , MCD EACH WALL STD OR EACH BUILT LIP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON SDWC 15BW 6• SCREW DOUBLE TOP PLATE. SEE WF07/S72FOR SPLICE & ATTACHMENT INFO. FIRE RATED WALL ASSEMBLY "A U373PW1, U83MPWM L347/PW4, OR V344PM INSTALLED TIGHT TO ROOF SHEATHING. CAULK WITH AN APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTURERS INSTALLATION INSTRUCTIONS PROVIDE MIBAL WOOL OR OTHER APPROVED METHOD TO FLU. IN VOIDS EXTERIOR WALL SHEATHING AND HALING PER WF10/SD4 CONTINUOUS WALL BLOCKING INSTALLED AT MAX X-V O.C. AS MEASURED vERRALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE. BUILDER TO VERIFY INSTALLATION, TIP. UPPER 2x4 SIP/2 ST1AS 12' O.C. MAX STUDS SHILL BE INSTALLED PROM MIDWALL RATE TO LOWHtSTUDS OF ROOF SHEATHING, CENTERED OVER EACH ABOVE WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED BOTTOM PLATE W/ (1) SIMPSON SDWC FASTENED TOSCREW FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM PLATE TO BELOW FRAME WALL DOUBLE TOP PLATE IS f211M' x41? SDS SCREWS p 17 O.C. MAX W/ 1• EDGE MID NAALLF A PLATE L.ONER2x FRAME WALL DOUBLE TOP PLATE SHALL MATCH ELEVATION OF FLOOR SHEATHING (T 1 +/- 1a�3N•. BLI.DTDRSALL HELD VERIFIARD OPiNN� EACH LOWER WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON SDWC 15900 T SCREW LOWER 2.48YP/2 STIHx 1r D.C. MAIL SIDS SHALL BE INSTALLED FROM FOUNDATION TO MID SHHEAATHHIINGGTOOP p TE ToMATCH ELEVATION 3/BL4WATKN OF FLOOR FIE RATED WALL ASSEMBLY PER 1M731PYV1 U31BPW U347RW4 OR v344PW5 INSTALLED TIGHT Ta ROOF CREATE EAIR CAULKWITHE APPROVEDPROOUCTTO CREATEA AIR TIGHT SEALPERMANUFACTURER'S INSTALLATION NSIRUCTONB.PROFILE MINIMAL VOIDS WOOL OR OTFERAPPROYEDMEIHDD70 FILL EACH WALL STUD TO P.T. BOTTOM PLATE W/ (1 PSG 4501S4-1? SCREW WICH SIDE OF CONNECTION GAPAcrEB: - UPLIFT .270 PLF MIN. 2.4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF - N TINE SHEAR= 380 PLF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07AON NOTES& CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAYBE SPACED AT 30' O.C. MAX & WITHIN T OF EACH END OF WALL& EACH BOTTOM PLATE _ SPLICE FOUNDATION PER THE FOUNDATION PLAN 108 TYPICAL PARTY WALL SECTION (VE) 1?-1'0• 4-W - HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 1? GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY WN.V344 B USED} SEE DESIGN PLANS. 1? GYPSUM WALL BOARD MAY BE SUBsTnumaI w/ MN. 3.11r THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PLATY WALL AS REQIARED 1? GYPSUM WALLBOARD PER U3T3IPW1, U386/PW2, U347/PW4, OR V344IPW5 EACH SIDE OF PARTY WALL FASTENED USING ESN. 5d (O.OB6' x 14W LONG, ISO• HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS WK 14W LONG} ALL FASMNERS SWILL BE INSTALLED p MAX O.C. p ALL SUPPORTED EDGES & 1r O.C. N FIELD MN. 2.4 SYP&2 BOTTOM PLATE SCREW TO — PARALLEL FLOOR TRUSS BELOW W/ a}1M'x St? Me SCREWS p 1C O.C. & C FROM ENDS & SPLICES. ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) LONG (1) SIMPSON SDWF2M (027 x 24•) SCREW p 32' O.C. MAX MAINTAIN r FROM ENDS AND S LACES FIRE BLOCKING EA SIDE OF - PARTY WALLAS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ ()-1W x4-%r SOS SCREWS p 2C O.C. & 4• FROM ENDS & SPLICES. 1? GYPSUM WALLBOARD PER U3734 Wt. W fiIPW2 U347RW4. OR V344PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 6d (0.1166' x I-W LONE. 15O HEAD) COOLER NAILS OR No. S TYPE W DRYWALL SCREWS (MIN 1-IRA LONG} ALL FASTENERS SMALL BE INSTALLED p MAX C O.C. p ALL "PORTED EDGES & 1r O.C. N FIELD MIN. 2e4 SIP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO.. USING ANCHOR BOLTS DEFINED N DETAL WF07AON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN C OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: • UPLIFT - M PLF • N PLANE SHEAR- 250 RF TYPICAL PARTY WALL SECTION NOT USED FL PARTY WALL 4•-2 SW a HALF PARTY WALL WIDTH FILE RETARDANT TREATED ROOF SHEATHING ATTACH TRUSS TO DOUBLE TOP RATE USING (1) SIMPSON SDWCIS D(0.162 x 6•) SCREW p 46' OC & r FROM ENDS (EACH 810E OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFO71M FOR SPLICE & ATTACHMENT INFO `ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1)SIMPSON]N SXNC75600(0.152x6n SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER WrJOPWI, U3381PW2. U347111114, OR V344MM MIN. 2x4 SYP 02 SIDS p 16' O.C. W/ MID -HEIGHT AW —"— WALL BLOCION I EACH SIDE OF PARTY WALL MN. 2N SYP 02 BOTTOM PLATE ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131*. r NAIS p 4.O.C. MAX. rllr (1)5• WALLSIMPSON SDWC15W0 SCREW, EACH STUD TO BOTTOM PLATE PER IIISOWC. (EACH SIDE 3W FLSHEATHING EACH SIDE OF PARTY WAATTA04 PER NAILING SCHEDULE ,rtti1.4T PRE•EiG, FLOOR SYSTEM FLOOR BEARING HOT. REFER TO PUNS ATTACH TOM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON WWC1SSW SCREW p 16' O.C. MAX &a PROM EDS & SPLAES. SCREW TO SE INSTALLED INTO THE CENTER OF THE TOM BOARD. \ MIN. 3-3W PENETRATION TO TOM BOARD. DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/3D2 FOR SPLICE & ATTACHMENT INFO (1)-6'SIMPSON SDWCISIM SCREW. EACH STIR TO TOP RATE PER I IWAC, (EACH SIDE OF PARTY WA.L} FIRE RATED WALL SYSTEM PER U373PW1. US3/RN2, U347/PW4, OR V344PW5 MN.2.4 SYPf2 STUDS p 1S• O.G W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON S]WC1645D (0.152 x 4-11P) SCREW (EACH SIDE OF PARTY WALL) SE FOUNDATION PUN FOR CONCRETE SLAB AHD FOUNDATION INFORMATION 4'-W«HALF PARTY WALLWIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 1? GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY SXUV.V34418 USED)L SEE DESIGN PLANS. 1? GYPSUM WALL BOARD MAY BE SUBSTITUTED IN MIN. 3.1? TRACK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITES FIRE BLOCKING EACH SIDE OF PARTY WALLAS RC-QUIRED 1R' GYPSUM WALLBOARD PER U373P VI, U3361PWZ U347MW4, OR V3441PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN 6d (0.00V x I-W LONG, I5O' HEAD) COOLER NAILS OR N. B TYPE W DRYWALL SCREWS lMAL 1-11' LONG} ALL FASTENERS SHALL BE INSTALLED p MAX 4- O.C. p ALL SUPPORTED EDGES & 12' O.C. N FIELD MIN. 24 SYPS2 BOTTOM PLATE SCREW TO — PARALLEL FLOOR TRIGS BELOW W/(2)-1M• x 3.10 SDS SCREWS p iS O.C. &P FROM ENDS & SPLICES. (EACH SIDE OF PARTY WALL) ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SOWF2724 (027 x 24) SCREW p 3r O.C. MAX MAINTAN r FROM ENDS AND SPLICES FIRE BLOCKING RA SIDE OF PARTY WALLAS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRIES W/ (2)- IW x4-I? SIDS SCREWS p 24.O.C. & C FROM ENDS & SPLICES. (EACH SIDE OF PRAT' WALL) 1? GYPSUM WALLBOARD PER U3730PW1, U331VPW2, U347/PW4, OR V344RW5 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (0.011V x 14V LONG. ISO• HEED) COOLER NAILS OR No. a TYPE W DRYWALL SCREWS (MIN. 14M LONG} ALL FASTENERS SOUL BE INSTALLED p MAX C O.C. p ALL SUPPORTED EDGES & 1r O.G N FIELD MIN. 214 SYP I2 P.T. BOTTOM PLATE (EACH SIDE OF PANTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 38.O.C. MAX & WITHIN C OF EACH END OF WALL & EACH BOTTOM RATE SPLICE coelNECTIon CAPACTIES: -UPLIFT =270 PLF - N PARE SHEAR - 250 PLF V3 TYPICAL PARTY WALL SECTION 1lri1'C R-23W+HALF PARTY WALL WIDTH E PARTY WAIL FIRE RETARDANT TREATED ROOF SHEATHING I D PEHETMTTONSI ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SOWC1S800 (0-162 x n SCREW p 4S OC & B' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFO718M FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SOWCI58W (0.152 x V) SCREWPARTY WALL) SIDE OF FIRE RATED WALL SYSTEM PER U3731PW7. LMM-W2, U347/PW4, OR V3441PA5 MIN' 2.4 SIP 92 STUDS p Ir O.C. W/MID-HEEGHT WALL BLOCKING EACH SIDE OF PARTY WALL (1)3• SIMPSON SDWCIWW SCREW. EACH STUD i0 BOTTOM PLATE PER I1/SDWC, (EACH SIDE OF PARTY WALL} /r 3W FLOOR SHEATHING EACH SIDE / PER NM LIARTY NGI a ATTACH DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SE: YAWIS)2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STD TO DOUBLE TOP PLATE USING (1) SIMPSON S VVC15S00 (0.15r z8') SCREW (EACH SIDE OF PARTY WALL) FIE RATED WALL SYSTEM PER USnMI. usSM-wZ U347/PW4, OR V344/PW5 MN. Mot SYP R STUDS p 1C O.C. W/ MKMEKRHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STD TO BOTTOM PLATE USING (1) SIMPSON SDWC15M (0.152 x 4-Ir2j SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SUB AND FOUNDATION INFORMATION 1 M - C4 # N Z � O jC m m OIS U S IL Z F - a z - 0 Xz jrWO S STRU(,T: DP < OC CHECK: 0 cC w JOB No. STAR-15M t SCALE: AS INDICATED ~ GATE: I5MW I 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 TRD13SE8 PER SNEATIYNO ATTACHED PER PLAN NAILING SCHEDULE. SEE I� ARCHITECTURAL PLANS FOR I � REOIIIRED LOCATIONS 2c FASCIA PER PLAN. SEE ELEVATIONS FOR MORE INFORMATION 2x FRAME OR CMU WALL SEE MOREMORE NFORMATION FOR 1- HOUR FIRE RATED SOFFIT PER GA FILE NO. RC 2002 TO EXTEND A MN. Rd EACH SIDE OF 2 HOUR FIRE RATED ASSEMBLY. INSTALL BABE LAYER SW TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT MOLES TO WOOD TRUSSES 24 O.C. WITH 1-114' TYPE W OR 8 DRYWALL SCREWS 2P O.C. IB' 1/ FACE LAYER STYPE X GYPSUM WALLBOARD OR GYPSUM VENEER APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1-71B'TYPE WORE DRYWALL SCREWS I2.O.C. AT JOINTS AND NTEGED1ATE TRUSSES AAAAAAINNNNNRNN������Z- •fi� U VJIS 1-' TYPE G DRYWALL SCREWS O.C. PLACED T BACK ON ERNER OF END JOINTS. JOINTS OFFSET 24• FROM BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING 1l2' WOOD STRUCTURAL PANELS APPLIED AT .� RIGHT ANGLES TO TRUSSES WITH 0.131'x 2.1W NAILS. APPROPRIATE � ROOF COVERING. FIRE CAULK EDGES Alm ENDS AS RC-0UIRED TO "awe PROVIDE AN AIR TIGHT BEAL -� TYPICAL FIRE RATED SOFFIT _ 4 PARTY WALL o 0 YCCHIWNE'LORRUNNER Q y 0¢ NBTALLED PER O r MANUFACTURER'S rc w SPECIFICATIONS O w 0. N U r Z is 0 21[ BEARING WALL PER PlA1L 3EE p i EXTERIOR FRAME WALL a Z d SCHEDULE i INTERIOR FINISH PER SUNDERS T a U SPECIFICATIONS W F a w U p F FIRE RATED WALL SYSTEM PER � a DESIGN PLAN. INSTALLED TIGHT y Z TO ROOF SHEATHING. _ ao 0 o 0 0 U o aW ire' N/1 TWO HOUR FIRE WALL FRAME INTERSECTION D 31441*-W r U r^ v' F y0 Q u 0 ~5 W� tiz g Ij� o a z Z J J=$ Q > > yN � IiAc g� o Of Y C CHANNEL OR RUNNER MIL 3W AIR SPACE A INSTALLED PER 0 >. UJ 0a c$ V C r MANUFACTURER'S FIRE RATED ROOF SPECIFICATIONS SHEATHING PER PLAN 4 0MA. 3 W 1.0 poF Q Qz = W W BREAKAWAY CLIP OR TRUSS OVERHANG EACH i y SIDE f X ALUMINUM AMBLE = INSTALLED PER w MANUFACTURERS SPECIFICATIONS WH ENE EXTEND GYPSUM BOARDS ? Z REQUIRED PER UL PER FIRE RATED WALL o m UST3PMr1, U336NWa SYSTEM NT080FFRAREA 0 m C U347IPW4ORV3440PW5 U w SECTION A -A o W 0. 7 k CM f C O (� a Zr WE O0 7 u nO ROOF SHEATHING .I;I" .I o W J ma A PER NAILING SCHEDULE 0 0 N - =WZ FASCIA PER PLAN . ZFw_O m O ♦- (3 F �mLu M1110 0. ooa n J }} Nlaot— • A GYPSUM BOARDS PER FIRE RATED WA0 WALL w sTRucnxlu END: TH ATTACH CHANNEL FLANGE SYSTEM U3731PW1, U33BTW{ UUTPW4 OR H E TO BOTTOM OF FASCIA WI V344 W5 MUST EXTEND KID SOFFIT AREA. 0 5 " oRAFnND: (3)1-1M• TYPE W SCREWS IF EXTERIOR WALL ISFRAME y INSTALL C CHANNEL OR RUNNER FlROM BOTTOM OF PROVIDE SOLID BLOC10/G j S STftUR: DP > FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE AS REQUIRED TO INSTAL C EXTENSION OF THE GYPSUM BOARDS. FASTEN 2'C CHANNELTRACK = o x CHEpL JDS No. STAR-1SBY2 . CHANNEL OR RUNNER W/ MN 1-1M' TYP W SCREW TO a w FRAME OR 3HB' x 2-1 W TAPCONS TO MASONRY AS EXTERIOR WALL PER PLAN `° a scuE: AS INDICATED SPECWW PER UI. US731PW1. U33S111WZ U347PW4 OR V344PM w DATE: OsKew NOT USED 1 TWO HOUR SEPARATION (c� EAVESHOUR SEPARATION (c� EAVES 55 ,�,4 N= SD8 .o COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. 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 co-U. before censWction. Fire resistance assemblies and products are developed by the design submider 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, itis recommended the first contact for assistance be the technical service staff provided by the Product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and altemate methods of Construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U373 March 05, 2018 Nonbearing Wall Rating - 2 Hr (Area Separation Wall, Sae items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See Rem 4, 4A and 4B) Nonbearing Wall Rating 2 Hr (Protected Wall, See Rem 4B) Finish Rating -120 Min. (See Rem 4) ' Indicates such products shall bear the UL or W L Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A SECTION B-B CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY AREA SEPARATION WALL: - (Nonbearing, Max Height -44 ft) 1. Floor, Intermediate or Top Wall-2-3116 in.wide channel shaped with 1 in. long legs formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gaN steel having'Fr -shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and flange width 1-1/2 in. 3. Gypsum Board' -Two layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fired into "H'. shaped studs. GEORGIA-PACIFIC GYPSUM LLC - Types TRSL, DGUSL PROTECTED WALL: (Bening or Nonbearng Wall, as indicated in Item 4, 4A and 4B. When Bearing, Load Restricted far Canadian Applications - See Guide SX W7.) 4. Woods Studs - Far 2 Hr. Bearing or Nonbearing Well Rating - Nom 2 by 4 in., max spacing 24 in. OC. Studs cross -braced at nod -height where necessary far clip attachment Mn. 3/4 in. separation between woad framing and area separation wall. Finish rating evaluated for wood studs only. 4A. Steel Studs -(As an alternate to hem 4, not shown) - For 2 Fir. Bearing Wall Rating - Corrosion protected steel studs, rain. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0,036 in. thick) gaN steel or No. 20 MSG (0,033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification far the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. At design details enhancing the structural integrity of wall assembly, inuring the axial design bad of the studs, shall be specified by the steel stud designer and/or producer, and shall meet the requirements of at applicable locel code agencies. The max said spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long type S-12 steel screws on both sides of studs or by welded or baked connections designed in accordance with the AISI specifications. Top and bottom trucks shall consist of steel members, min No. 20 MSG (0.0326 in, min bare metal thickness) steel or non No. 20 GSG (0.036 in. Mick) gaN steel or No. 20 MSG (0,033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent seembties such as a floor, ceiling, andlor other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs crossbraced with stud naming at mid -height where necessary far dip attachment. Min 3/4 in. separation between steel framing and area separation wat. Finish rating has not been evaluated for steel studs. 48. Steel Studs - (As as akemate to Items 4 and 4A, for use in Confgurabon B only, not shown) - Far 2 Hr. Nonbearing Well Rating -Charnel shaped, fabricated from non 25 MSG conoeon-protected steel, min 3 12 in. wide, min 1-114 in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 In. less than assembly height Top and bottom tracks shall be channel shaped, fabricated tram min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min / in. long legs, attached to floor and calling with fasteners 24 in. OC six. Studs cross -braced with stud framing at nod -height where necessary far clip attachment Min 3M in. separation between steel frarring and area separation wall. Finish rating has nth be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick 4 it wide, applied either horizontally or verticaly. Wallboard attached to wood studs (Item 4) with 1-114 in. long steel drywall nails spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 4B) with 1 in. long Type S steel screws spaced 12 in, OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail or screw heads covered with joint compound. 5A. Plywood Sheathing or OSS - (Not shown) - As an alternate to Item 5, Nominal 12 in, thick or greater plywood or OSS applied hort—tally r verbosity to woad or steel studs. Vertical joints located over studs. Horizontal joint shall be butted fight to farm a dosed joint Fastened to studs with nails ar screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum dips shall be spaced as described in Item 6. 6. Attachment Gips -Aluminum angle, 0.062 in. thick, min 2 in. wide with nin 2 in. and 2-12 In. legs. Gips sewred with minimum one Type S screw are in. 'Frmini . long f studs and with mum in. Type W screw 1-1/4 . long to wood fairing or insteel framing through holes provided clip. Clips spaced a max of 10 It OC vertically between wood ar steel framing and "M studs far separation walls up to 23 ft high. Far separation walls up to 44 ft high, dips spaced as described above far the upper 24 ft and the remaining wall are below required dips spaced a max 5 it OC vertically between wood or steel framing and "H'studs. 7. Batts and Blankete• - (Optional, now shown) - Placed in stud cavifies, any glass fiber or mineral wool insulation, max 3.0 pit density, bearing the UL Classification Marlong as to Surface Burning Characteristics and/or Fire Resistance, See Batts and Blankets (BKNV w BZJZ) Categories for names of Classified corrparim. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or WL Certification (such as Canada), respectively. Tte,ppe,mdce b, c«nperm'a n.m• «praWch InmMa 4,uGu 4,es not In nun,uwe INI Ia'bcu a' Ihd4nled Iwve min n„r,4amrM d„4,r UL'a rarowap sarw«. oday m«e wa4ucb mane me k m.rk alwuM M c«wIe'r'a ro e, c'ran'e,ae cwar.d dadeer uue ratio" 47 s«ace. Amwya le,e a«me u,rkan u t Ao permNa a,eni,srearaarman bsig m,kdY c«e mmIn ere Onnne Cuw) asen as is oyawiecrw s urstys aW. no m:t.Tee awe ,wenlan, ♦„ ip uke, of us ddl«u. D,dpna,,ya tho s nib,e e'rearatlw 1Mear moat tie Ix<amue In metr'mryw me m, mrmlers it.W miner, wwodi cary or m,nlP4almn arson («r,,-ispit.sd, asled. nt'1l'aau'e fr«n tlw Gabes1.- Directory will, 11UIL rontr«, UL•n,vl appe,r,G,cerlm the ,dmdea md«I.I. In aabnan, aw repmxd m,redau mart mctude, caN'd1IM n,a« m m'ratawrq r«m.c ro mta u uc DETAIL TH S STRUCT: DP Q OC CNECK: CC O w JOB N,. STAR-15991 i aCAL£: AS INDICATED w DATE: 05MC3 L7-'WKAJKA I RUN B EXPOSED TO FIRE FROM EITHER SIDE COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PW1 Design No. U336 BXU V. U336 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authonties Having Junsdiction should be consulted in all cases as to the partdWar 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 arse, ft is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to comult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics cenceming alternate materials and alternate methods of construction. Only products which bear UUs Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May 08, 2018 Exposure to fire from separation Wall side only Nonbearing Wall Rating - 2 Hr (Separation Wall, See Rem 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See Items 4, 4A) Nonbearing Wall Rating 2 Hr (Protected Wall, See Rem 4B) Finish Rating -120 Min. Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A ri n W SECTION B-B CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY CONFIGURATION C .nnvrn.mm�l run u EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Max Height -66 ft) 1. Floor, Intermediate or Top Well - 2 in, wide channel shaped with 1 in. long legs formed from No. 25 MSG gaN steel, secured with suitable lasteners spaced at 24 in. OC. 2. Metal Studs - Steel members formed from No. 25 MSG gaN steel having "H" - shaped flanges spaced 24 in. OC: overall depth 2 in. and flange width 1318 in. 3. Gypsum Board- - Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in, widths. Vertical edges of panels friction fitted into "H" - shaped studs. CGC INC - Type SLX UNITED STATES GYPSUM CO -Type SLX USG BORAL DRYWALL SFZ LLC - Type SLX USG MEXICO S A DE C V - Type SLX PROTECTED WALL: (Bearing or Nonbearing Wall). When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7. 4. Woods Studs - Nom 2 by 4 in. max spacing 24 in. OC. studs cross braced at mid -height where necessary for dip attachment Min. 3/4 in. separation between wood framing and fire separation wall. 4A. Steel Studs - (As an atemate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-1/2 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron ant Steel Institute. All design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max and spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG (0.036 in, thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud framing at mid -height where necessary for clip attachment Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 4S. Steel Studs - (As as alternate to Items 4 and 4A, for use in Configuration B only, not shown) - For2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG conosion-protected steel, min 312 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 314 in. less than assembly height. Top and bottom trade shall be channel shaped, fabricated from min 25 MSG —ion-protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at mid -height where necessary for clip attachment. Min 314 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 ft wide, applied ether horizontally or vertically. Gypsum board attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type S screws 3/8 in. long to "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in dip. 6A. Clip placement (Item 6) for separation walls up to 24 ft high. Space clips a max of 10 ft OC vertically between wood framing and •'H'• all, 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Rem 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OC vertically between wood framing and "H" studs. 6C. Clip placement (Item 6) for separation walls up to 66 ft high. Space clips as described in Rem 6A for upper 24 R Space dips as described in Rem 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires dips space a max of 40 in. OC vertically between wood framing and"H"studs. 7. Non -Bearing Wall Partition Intersection - (Optional) - Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3 in. long 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 too 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 rearmed with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Maximum one non -bearing wall partition intersection per stud cavity. Non -bearing wall partition stud depth shall be at a minimum equal depth of the wall. 8. Caulking and Sealants* - (Optional) - A bead of sealant applied around the partition perimeter, and at the interface between wood or steel framing and gypsum board panels to create an air harder. KNAUF INSULATION LLC - Type ECOSEAL Plus • Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL m cUL Certification (such as Canada), respectively. CONFIGURATION 8 Tna aRRwrance a. comwm"a n.m. u prodret In caw aNNra.e aa.. as m+men auwa aN paaae w rEemmeE love rnen m.mr«pxw order uL•a .alloeAlp aerMa.OnIY tMu praJcta bearlrg tip IIL mark Na11M M comlEtlW b b CertltleE ant cwerM uMv UL'a ralo.arR axvlae. ANaya laolt for tlr EXPOSED TO FWNE FROM ErtHER SIDE Mmx m, rk paJ.a UL Rr. .CrepraE,ctlmarchm.MNY <a,— cents— nt dWMCmtlptaUan Olrac. ar4.-tint IOI,—mdtlmn:t.m,eGWEe MameUae Aa.emtlles,CmNrucdm+. DeNYnt, eYshms, wlNa C'Repd ane(nl.e)moat be WbaReE Ntlr4 MIrNY ant NananmlNeMllY nunw. wl0wi.+rry nlpUalbn al.Eatstar ErmNrgalime NNemxn'aeq—nompre. CeNpu. Olrectayvxm Rermna.bn frwn LL'nmN appeu aQacerprothe eatmpatl maternal. In aEdtlan, Ind mplmeE mahrlN mud InNWa • cogNgM notice In tot fWloMnplammt ro 20191A-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 MO NOTE: UL DESIGN U336 OR U347 MAY BE SUBSTITUTED FOR U373. HOWEVER, THE ENTIRE PARTY WALL MUST USE THE SAME ASSEMBLY. ALL PARTY WALLS WITHIN THE SAME BUILDING MUST USE THE SAME ASSEMBLY. NTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. rii,iiliijj M 4• # CM O1C z" N m~O u � S IL liff Z - �a3 O H - W W 0 !-�> d • sTRucTURAL E- Tx DR—h- smucr: DP oc c,`E_ cc JOB No. STAR-1� skvu.E: As INDICATED DATE: asmnn. ese �L Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consumed in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service stag provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and amemate methods of construction. Only products which bear UUs Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance ratings - ansgul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - can/ulc-s101 certified for canada design criteria and allowable variances Design No. U347 March 05, 2018 Nonbearing Wall Rating - 2 Hr (SEE ITEMS 5, 5A AND 5B) (SEPARATION WALL, SEE ITEMS 1.2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall, See Items 5 and 5A) Nonbearing Wall Rating 2 Hr (Protected Wall, See Rem 5A and 56) Finish Rating - 120 Min. (See Rem 5) • Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada). respectively. 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: (Nonbearing, max height - 66 ft -see Rem 6) 1. Steel Track - Flcor, sidewall or top wall track. Nom 2 in. wide channel shaped with nom 1 in. long legs, formed from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs ­H" shaped studs formed from No. 25 MSG galv steel having an overall depth of approximately 2 in. and Mange width 1-3/8 in. 3. Gypsum Barad • -Ttwo layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fit into "h" shaped studs. NATIONAL GYPSUM CO -Types FSW, FSW-B, FSW-7, FSW-9 PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4, 4A and 4B. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Air Space - Minimum 3/4-in. air space. 5. Wood Studs -For Bearing or Nonbearing Wall Rating - Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid -height where necessary for dip attachment. Min 314 in. separation between wood framing and fire separation wall. Finish rating evaluated for wood studs only. 5A. Steel Studs - (As an alternate to Rem 5, not shown) - For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3- 12 in. wide, min No. 20 GSG (0.036 in. thick) gatv steel or No. 20 MSG (0.033 in. thick) primed steel, cod formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the well assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local ode agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling trails with 12 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. studs cross -braced with stud framing at midheight where necessary for dip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 513. Steel Studs - (As an alternate to items 5 and SA, for use in configuration B only, not shown) - For Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corosion-protected steel, min 3-12 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 318 to 314 in. less than assembly height. Top and bottom tracts shall be channe shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs crass -braced with stud framing at midheight where necessary for clip attachment. Min 314 In. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 6, Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 ft wide, applied horizontally or vertically. Wallboard attached to wood studs (Rem 5) with 1-1/4 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to steel studs (Item SA or 5B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. Horizontal joins shall be butted tight to forth a closed joint. As an option, joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. 6A. Plywood Sheathing or OSS - (not shown) - As an alternate to Rem 6, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted tight tofonn a dosed joint. Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum clips shall be spaced as described in Rem 7. 6B. Bats and Blankets • - (not shown) - As an aftemate to Items 6 and 6A, glass fiber or mineral wool insulation, min. 3-12 in. thick, placed to completely fill the wood or steel stud cavities. When Bats and Blankets are used in place of Items 6 and 6A, the max height is 54 ft and the aluminum clips (Rem 7) shall be spaced a max of 5 It OC vertically. Min 3(4 in. separation between insulation and area separation wall. See Bats and Blankets (BKNV) category in the Building Materials Directory and Balls and 8ankes (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. 6C. Wall and Partition Facings and Accessories • - (not shown) - as an alternate to items 6, 6A and BE, 4 ft wide panes, applied vertically. Panes attached to wood studs (item 4) with 1-5/8 in, long steel drywall screws spaced 16 in. OC. Vertical joints located over studs. Joins covered with paper tape and joint compound. As an option, screw heads covered with joint compound. NATIONAL GYPSUM CO - Type ScundBreak Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Types 0uietRock QR-500, QuietRockQRr-510, 0uietRock OR525 BD. Gypsum Board- - As an amemate to Item 6 - Min 5/8 in. thick min. 6 in. wide batten strips, applied on both sides of Steel Studs (Item 2) and horizontal back to back Steel Track (Item 1). Min. 518 in. thick, min. 3 in. wide batten stops applied on both sides of single Steel Track (Item 1) at perimeter of assembly. Batten strips secured to studs with 1-1/4 in. long Type S steel screws spaced 12 in. OC. Batten joints shall be butted tight to forth a closed joint. As an option, entire shed of gypsum board may be used in lieu of the battens. Clip placement as in Rem 7, 7A TB, or 7C. NATIONAL GYPSUM CO - Type FSW-3, FEW, FSW-6. 7. Aluminum Clips - Aluminum angle, 0.049 in. thick, 2 in. wide with 2 in. and 2-12 in. legs. Clips secured with type S screws 3/8 in. long to "H" studs and with 1-114 in. long screws to wood framing or steel framing through holes provided in dip. 7A. Clip placement for separation walls up to 23 It high: Space dips a max of 10 ft CC vertically between wood a steel framing and "H" shds. 78. Clip placement for separation walls up to 54 ft high: Space clips as described in Rem 6A for upper 24 ft Remaining wall area below requires clips spaced a max of 5 ft OC vertically between wood or steel framing and'W'studs. 7C. Clip placement for separation walls up to 66 ft high: Space dips as described in Rem 6A for upper 24 ft, space dips as described in Rem 6B for middle 30 ft. Remaining well area below requires dips spaced a max of 39 in. OC verfically between wood or steel framing and "H" studs. e. STC Rating -The STC Rating of the wall assembly is 61 when ft is constructed as described by items 1 through 6, except A Item 5, above -Wood Studs -Shall be spaced 16 in. oc. B. Item 6, above -Gypsum Board -Min. weight 1.5 psf. Shall be applied vertically and attached to studs with 1-114 in. long steel drywall screws spaced 16 in. OC. Joints and screwheads shall be covered with paper tape and joint compound. C. Item 7, above -Aluminum Clips -spaced a max of 10 ft OC vertically. D. Batts and Blankets' -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation bafts, min. 0.80 pcf. See Batts and Blankets (SKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for Name of Classified Companies. E. Max Height of Separation Wallis 23 ft F. The STC rating applies to Configuration B only. G. Steel Studs (items 5A, 513), Plywood Sheathing or OSB (Rem SA and Item 9) and Batts and Blankets (Items 68) not evaluated as amematives for obtaining STC rating. 8A. STC Rating - TheSTC Rating of the wall assembly is 69 when R is constructed as described by item 1 through 6, exceptA_ Item 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Item 6C, above -Wall and Partition Facings and Accessories` -Type QuietRock OR510 panels shall be installed. C. Rem 7, above -Aluminum Clips -Spaced a max of 10 ft OC vertically. D. Batts and Blankets* -Tthe cavities formed by the mod studs shall be friction N with 3-12 in. thick fiberglass insulation baits, min. 1.0 cad. See Batts and Blankets (SKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wallis 23 R F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 58), Plywood Sheathing or OSB (item 6A and Rem 10) and Batts and Blankets (Rem BE) not evaluated as alternatives for obtaining STC rating. BE. STC Rating - The STC rating of the wall assembly is 70 when ft is constructed as described by item 1 through 7, except: A Item 5, above -Wood Studs -Shall be spaced 16 in. OC. B. hem 6C, above - Wall and Partition Facings and Accessories* - Type QuietRock QR525 panels shall be installed as described in Rem 5C. C. Item 7, above -Aluminum Clips -spaced a max of 10 ft OC vertically. D. Batts and Blankets* -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation balls, min. 1.0 pot. See Bats and Blankets (SKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall s 23 ft F. The STC rating applies to Configuration B only. G. Steel Studs Items 5A 5B Plywood Sheathing or OSB Item 6A and Item 10 and Bats and Blankets items 66 not ( 1. Yw n9 ( 1 ( 1 evaluated as alternatives for obtaining STC rating. 9. Non -Bearing Wall Partition Intersection - (Optional) Wall system consisting of nominal 2 by 4 in. stud or nominal 2 by 6 in. stud. Maximum one non -bearing wall partition Intersection per"cavity. 10. Plywood Sheathing or OSB - (Optional) - Min 12 in. thick plywood or OSB applied horizontally or vertically to "H" studs on area separation wall side of Configuration A or Configuration C. Vertical pints located over studs. Fastened to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. The aprearance a oscemp•tomeawkV In tltls aNaE•fa eh••net In beltasses•sot p<draamM•rtlltlaa low Been marvacerM hMer 1A.1 naawup serwu. Ny soww pi- lhe<r4q she u1L mux al,aw IN,- IN- M. m tie paaW. UL permtl• Me rep<auctlm atle metenN cabineO In tie Dram Grtlacatlm grecr<ry nei.a Mtle falorMp carullons: 1. TM1e oNa• laametlan A••xnNM•, GmtmNge, GNane, syehm•, aMla Catlticetlene miles) coca he peeemM In tlelr <ntlr•ry ura In a rm.N.ludrra m.mer, wltlwxarry m.NPaNbrr one 4N.Iw ewNrgsl. z. she wtemea �P4aeafr<m tie Gore c<rtlne.a.n. ar<ct«y wish P<rml.•mnn<m uL• mvN.awr+d•ceamme •mactw materbL m aaatlm, se r<wrraea mahrlN coup Yrtlaae a c•PYrIW rob. m er rawNr,srmree ro zits uL uc DETAIL SHOWN ON THIS SHEET IS PUBLISHED BY UL (UNDERWRITERS LABORATORIES). SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. J cm G w fn U) Q J >J H- If- F W W S N N Z � F LLI m O =LLJ az syayo WWO � IL} N 06 rc ac cHeac: cc 0 w JOe No. STAR-15%2 r SGLE: AS INDCATED T o PW4 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. Design No. V344 02022 UL LLC BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, lt Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information Includes specifics concerning aftemate materials and aftemate methods of cc sfruct"Ion. 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 See general information for fire -resistance ratings - ansilul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - can/ulo-s101 certified for canada design criteria and allowable variances Design No. V344 February 04, 2D22 Nonbeanlhg Wall Rating - 2-12 Hr (Area Separation Firewall, See ftems 1, 2, and 3) Bearing or Nonbearing Wall Rating 2-12 Hr (Protected Wall, See items 4 and 5) Finish Rating - (120 or 150 min, see item 5, SA and 58) ' Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. z- cRnnmr Exposed to Fire from Either Side Side A Side B 1-12" Type G Drywall Laminating Screws 1-12' Type G Drywall Laminating Screws Exposed to Fire from Either Side Exposed to Fire from Either Side AREA SEPARATION FIREWALL —(Max Height-66 ft.) 1. Perimeter and Intermediate Channels — 2 in. wide channel shaped with nom 1 in. long legs, formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2, Steel Sods — Framing members formed from No. 25 galy steel having "H" shaped flanged spaced 48' O.C.; overall depth 2 in. and flange width 1-/8 in. 3. Gypsum Board' — Four pieces of 12 in. thick gypsum boards, supplied in nom 48 in. widths, full lengths. Vertical edges of panels friction fitted into "H" - shaped studs. AMERICAN GYPSUM CO — Type EKCEL PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in hems 4 and 5. When Bearing, Load Restricted for Canadian Applications — See Guide BXUV7.) 4. Wood Studs —Bearing or Nonbearing Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs onented wi8r 2 in. face parrallel or perpendicular to gypsum board (Item No. 3). Studs cross -braced where necessary for dip attachmenL Min 3/4 in. separation between wood framing and area separation frewall. 4A. Steel Surds — (As an alternate to item 4, not shown) — For Bearing Wall - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, coif formed, shall be designed in accordance with the current edition of the Speo faction for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhanchg the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long Type S-12 steel screws on both sides of studs or by wa:kfed or bolted connections designed in accordance with the AISI specifications. Top and bottom traits shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such m a floor, ceiling, andfor other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross -braced with stud. Min 3/4 in. separation between steel framing and area separation wall. 48. Steel Studs — (As an aftemate to items 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from min. 25 MSG corrosion -protected steel, min. 3-12 in, wide, min 1-114 in. flanges and 1/4 in. return; spaced a max of 24 in. OC. Studs to be cut 3/8 in. to 314 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion-proteded steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC. max. Studs cross -braced with stud framing at mid -height where necessary for clip attachment Min 314 in. separation between steel framing and area separation wall. 4C. Framing Members' — Steel Studs — (As an aftemate to Item 4, 4A, and 48) - For Nonbearing Wall. Proprietary channel shaped studs, 3-5/8 in. wide spaced a max of 24 in. OC. Studs supplied with proprietary top and bottom tracks, min width to accommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be cut 3/4 in, lass than the assembly height and installed with a 12 in. gap between the end of the stud and track at the bottom of the wall. Studs crow -braced with stud framing at mid -height where necessary for dip attachment. Min 3/4 in. separation between steel framing and area separation wall. CAUFORNIA EXPANDED METAL PRODUCTS CO — Vipe25 TM CLARKDIETRICH BUILDING SYSTEMS —CD ProTRAK CRACO MFG INC — Smartstud, TN IMPERIAL MANUFACTURING GROUP — Vipe25 TM MARION WARE, DIV OF WARE INDUSTRIES INC — Vipe25 Tu STUDCO DUILDING SYSTEMS —CROCSTUD 5. Gypsum Board — Classified or Unclassified — Min 12 in. thick 4 ft wide, applied either horizontally orvertirally. Gypsum board attached to wood studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC or 1 in. long Type W coarse thread steel screws spaced 12 in. OC. Joints may or may not be covered with paper tape and joint compound. When minimum board weight is Ins than 1.31bs/1f2, Finish Rating is 120 min. When minimum board weight is 1.3 IbsW or greater, Finish Rating is 150 min. 5A. Plywood Sheathing or OSB — (Not Shown) — As an alternate to Item 5, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. horizontal joints shall be butted tight to forth a dosed joint fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Finish Rating is 120 min. When used in addition to Item 5 Finish Rating is 150 minutes. 5B. Batts and Blankets' — As an aftemate to Items S. Glass fiber or mineral wool insulation, min. 312 in. thick placed to completely fill the wood or steel stud cavities. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. Min 3A in. separation between insulation and area separation wall. Finish Rating is 120 min. When used in addition to hem 5 Finish Rating's 150 minutes. 5C. Loose Fill material' — (Optional) — To be used in addition to items 5, 5A or 58. any loose fill material bearing the UL Classification Marking for Surface Bunting Characteristics, placed to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product. Min 3/4 in. separation between insulation and area separation wall. 5D. Fiber, Sprayed' — (Optional) — To be used in addition to Items 5, SA ro 58. The spray applied cellulose fiber is applied with water to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product with nominal dry density of 2.7 Ib/ft 3, Ahemate Application Method: the fiber is applied without water or adhesive at a nominal dry density of 3.51bR3, in accordance with the application instructions supplied with the product Min 3/4 in, separation between insulation and area separation. U S GREENFIBER L L C — SANCTURAY, FIRM, INS735, NS745 AND INS75OLD for use with wet or dry application. iNS515LD, INS541LD, INS51 OLD, INS765LD AND INS773LD are to be used for dry application only. 6. Aluminum Clips — Aluminum angle, min. 0.063 in. thick, min 2 in. wide with min 2 in. and 2-114 in. legs or min. 0.050 in. thick, min. 2 in. wide with min 2 in. and 2-12 in. legs. Clips Secured with min. No. 8, 314 in, long panhead sharp screws to'H' studs and wood framing through holes provided in dip. 23 ft. Height Clip placement (Item 6) for separation firewalls up to 23 ft. high. Start at roof line and space dips a max of 10 ft Limitation OC vertically between mod or steel framing and'H'studs. 44 ft. Height Clip placement (item 6) for separation firewalls up to 44 ft. high. For the upper 24 ft. of the wall system, space Limitation the clips 10 ft. OC, and then 5 R OC for the remainder of the wall below. 66 ft. Height Clip placement (hem 6) for separation firewalls up to 66 ft. high: For the upper 24 ft. of the wall system, space the Limitation dips 10 ft. OC. On the next 20 ft. below space the clips 5 ft. OC, and then 40 in. OC for the remainder of the wall. 7. Lam] "a Screws — Gypsum boards (hem 3) are secured to each other with 1-12 in. long Type G laminating scrams from both sides of wall in between the H studs. on both sloes of the wall rows spaced 24 in. OC with a maximum dimension of 12 in. from the top and bottom C-channels of the assembly. On one side of the wall each row contains 2 screws located 12 in. from each face of the H-atuds. On the other aide of the wall each row contains 2 screws located 16 in. from each face of the H studs. Refer to Illustration. 8. Non -Bearing Wall Partition Intersection — (Optional) — For wood framing — Two nominal 2 by 4 in. stud or nominal by 6 in. stud nailed together with two sin. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. studs with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. lag 101 nails spaced a max. 16 in. OC. vertically. maximum on non -bearing wall partition intersection per stud cavity. Non -bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. 9. Culking and Sealants' — (Optional - Intended for use as an air barrier - Not evaluated as fire blocking) - A bead of sealant applied around the partition perimeter In the 314 in. air space between wood framing (Item 4) and gypsum board panels (hem 3)to create an air barrier. DUPONT DE NEMOURS, INC. — Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro Window & Door ICP ADHESIVES & SEALANTS INC — Handi-Foam Fireblock, Handi-Foam Fireblock West, and Fast Foam Fireblock ' Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL a cUL Certification (such as Canada), respectively. Last Updated on 2022-02-04 Tla,ppurance M, compmyar„me« paJrRhn has JOfWoe mea- In —a.- z—W—w WenNlm aN—mzlaHCNN—u'ai—V SerNtt. OMy 0— «aJrMf W,Wg me eL nwrk anoyp W c«alarm W a eermm,m cow«m uneer UV, PoIIowllp SerNce. Ahaye kok Write led, m me peo a ea pe-ft the re«mucnm More nu lee,lC-1—In me-1..sa.. alr yfunj-to the foeorvlM c«gnbu: 1. The rwlae IrMm.lkn, Afxm . eonalruMbm, Deal«�z, zyw«s, fmY« CMMratlms tnkal moat b «aamlW h tMlr eMlrely,m In a,rarvmlzkaalrq m.mr, zmreMmrY m.Mpp,tla, Mine nth 1« tr,wrga4 x tl,e.YknaM 7lepruMea nom ere onn,. emmusma areRuy Mm p«Maslm ham u• muse app«r aq.ceMms. em.M.a m,krka h ,moron tie repnnk, mderkl «ra urende, copYrlah noece Y, as rakwlre rarrrrt ro zozz u ate RegMled fiam Ind OnIM CMIf lima Di,etlay vat p«miakn rmm u DETAIL SHOWN ON THIS SHEET IS PUBLISHED BY UL (UNDERWRITERS LABORATORIES). SIGNEDAND SEALED FOR THE STRUCTURAL ,11111,111 i J i �O y u W d a J JQ _J >" 0 N• w Z4mr <3 _J � � UJIW > ��u1 z �x F6 i N V � t Z� O� � N! � C a (a:)0 O U m J O _ LU Z 40 w x�O Z <W XWO (a00 • o a z An STRnCrIIRPl ENG: TH � tic cHErx: CC 0 w JOB No. STAR-158P1 S aGLE: AS INDICATED WDATE: 05109M y = PW5 =D �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. GABLE RAFTER TO TOP PLATE SHOWN CODES: SDINC18R00 UP110104UE34 IGR212 Refer b Top PYb ahovnl END (TRUSS TO TOP PLATE SIMILAR) Trussb Top PYb a'rnilur TRUSS SCREW TO BE INSTALLED METAL INSTALLATION INTO THE CENTER OF GUIDE TOOL optimal7lY• J-Y2 THE GABLE END BOTTOM CHORD 10• 0• IZ MIN R.1t.—Truss INSTALLATION)z"minimum edge GUIDEdi.lanee frful CHANNELDO NOT slues (vdlh or Splice may be in upper or lower PYbINSTALL SDWC vice) plebShot-AIpl M mW bsYYonyddebd(bdldad)wilMbalardler, a id SDYVC15600 Y-.Maz ARATCHEO dheM11p oft. Sbg-Dva SDWC baryagat.ftnae AREASDWC15e00 SOWC15SDWC156DO Sbp2-WNa mdYeigbddw MBDAaM 'dap'Mbelenerllead RdoMlAida II.--- dwslNb■lalae apMlMWYn anpla d22.5'. Tlr kWSYim arpla nvlpaY 12•MIN ORaet&from Lop MatesplimforMvlues RPM m b.. MYIaWonelyaYadfhWMtl,MnWIYWIYIon SDNC1 11� TIT Nds 1.8bpedeodlablemyhasbpeAlpbsld arlA19a t2:12ptAard 9 GIMMSDWCrrtehaaddMbaMrrb9�yolariwsuAiioM SDWC15600 m1Y W 1idn1olllYaA 1-- MAX �' 2 RdwrloadAM4trteWM1R1Y1Itliota Nci c Rraelodbl2ebrMrllmallyelml OVERHANG dor6b by pbb. VeRytlrtM alAa ahskdMbdrsb baWed hb ■ysald nsllMr. SINGLE SDWC ROOF TO WALL OR13EAM SINGLE SDWC ROOF TO WALL OR OPT. SDWC INSTALLATION- NUM SDWC MIN. EDGE DISTANCE FOR SDWC NSTALLATTONINSTRUCTIONS NSTALLTION BEAM INSTALLATION RANGE TRUSS/RAFTER OFFSET FROM STUD SLOPED -ROOF RAFTERS MAYBE SLOPED UP TO AND TOP �TE�E 01�TOW�) � �INCLUDING A 1212 PITCH AND MUST SE'BIRDSMOUTH' CUT. �� �j� SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE / 2 \ OPT. SDWC BISTALLATION'TRUSSIRAFTER OFFSET FROM STUD / 2a l OPT. SDWC INSTALLATION RANGE I/ 3 l SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE � SDWC ISTALLATION INSTRUCTIONS (ROOF TO WALL) N.T.S. N.T.S. N.T.S. 3—V-0' F I N.T.S. k I N.T.S. IM-*,I" lA Lol1:E-1(014, '-T9:21;.e III :TAI:s,zF;l I DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. I SONC15800a1, rgle/double boWm plab ever v -d door (Wide face of sbd) Bodo. Plea, RIM joist / Blocking at double by ace of stud) e Truss or rafter 3Y,. (2) SDVYC1— TRUSS OR RAFTER ovema g 7/z•-i. i•-1° �'4y" MIN. 3-12• (2) SDWC 15600 OVERHANG Both —Wed dS. DOUBLE SDWC INSTALL: CONFIGURATION B 1 DOUBLE SDWC INSTALL: CONFIGURATION B / ba 1TT�DITST!'"STLID N.T.S. N.T.S. p)SDAC (3)SDNC PAW— d2SDWC pr"dabd) NOKRdssoadbH96rYeYlrmr&1* NdoBWbBabnPYlashowaMdbrMafeYwrrrr. SWYCSRATOBOTT.PLATECONrB=lONOVER SDWC EDGE DISTANCE AND SPACING INFORMATION WOODFLOOR SDWCSIIIf)T080TT•PLATE COl0ECN.T.S. 1"OVBINlOODRU Il12 SDWC EDGE DISTANCE AND SPACING INFORMATION N.T.S. NOT USED (WMa FaoadSard) CONFIGURATION B (TRUSS OFFSET WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH x x SCREWS INSTALLED VERTICALLY 25• INTO THE CENTER OF THE TRUSSIRAFTER FROM THE UNDERSIDE OF TOP PLATE, 10 TO 1' FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3/4'i 1/4• HaSDWCi pbBDYC YlialrlaI Pa. lxA Optimal 22y2* \\ IIC15RWatr rduroly. IIG15erorr rmmedma T I 3" Y1alalron Raw Off.wa mkL Mm bypass spblorMvaiu e orlawPW bWPr 1Q dlbeam adpa awlwbrM v.Iu a Mi9nm 9— 0-IaaesdS0ftoQwRap9arnb SDWC SCREW TO STUD - NARROW FACE 3'=l'd Op11meinw 1m o• 1-1-1. 80YDIHSOD r8ltlb--ToPPYM VftFabdS14 Nolx eaadl9woodf bbyIIIlassIrMA86dbaYldetlaEbboronplebsoer 6raMr. SDWC STU0-TO-TOPA'3OTTOM PATES CONNECTION SDWC STUD-TO-TOPBOTTOM PLATES CONNECTION N.T.S. Preswre healed W SDY m54Wgslpbbo..dlm FW*&.kE-O.e' (Wba Fmofft l) Nck311100anforbb.Mom dd-11 rdrdgr. SDWC STUD -TO -SILL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION NOTES 1. SrRONGMM Sni11CTURAL WOOD SCREWS FOR 7RUSSN rEFt. STI16TO44ATF AND FLOOWTOFLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY SIPS -ON STRONG -TIE COMPANY. INC.' HOLE OFFICE SOBS W. LAS POSfDS BLVD, MEASANTON, CA 94M TEL (000) 99950B9, FAX PM 847-15e7.'SMPSON SIRONG-TE COMPANY, NC.' IS AN SO 90M REGISTERED COMPANY. 2. USE OF THIS PRODUCT S SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. & THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTBd OF THE STRICTURE. DESIGN OF THE BUI.DNGS MAN WIND FORCE RISING SYFTEK INCLUDING THE LOAD PATH TO TRANSFER IIPLFT FORCES FROM THE STRUCTURE TO THE GROUND. IS TIE RESPOISISIfTY OF TIESPECFIER. 4. ENGINEER OF RECORD IS PH3ULTT®TO MODFY DETAILS FOR SPECIFIC CONDITIONS I TIECONTRACTOR SHULLVETFY ALL DIEHSMA COIDITONS,ETC. PRIOR TO IWALLATION OF ANY STRONGORNESaw" FOR THE WAD UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRICTION ONLY COMMON HEEL TRUSSES W/ A MN. e-1rr OVERHUNG CAN USE THESE SCREWS. RASED HEHJTAL BEARING, ETC. MOST USE OOIMMOK METAL TRUSS CONNECTORS PER CONNECTER 900XLE S. INSTALLATION OF PRODUCT SHALL BE DONE NCONFORAANCETOTHESE DRAYJNG& THE PERFORMANCE OF MODFED PRODUCTS ORALTERED PWALLA71ON PROCEDURES ARE THE SOLE RESP0N91Sl1TYOFTHE FRAIMI IGGENERAL CONTRACTOR CONTACT BDR F PWALLATON INSTRUCTIONS ARE NOT FOLLOWED. 7. SMPSON STRONG -TIE COMPANY. NG RESERVES THE RIGHT TO CNMNGE SPECIFICATIONS, D SKINEL AND MODES WRHOUT NOTICE OR LLABLITY FOR SUCH CHWNGES S. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. 9. DOUBLE TOP PLATES SHALL BE FASTENED PER DETALWFOT/S02 10.CONTRACTOR LUY 118E SIMPSON SDVC75100 SCREWS ONLY FOLLOWING CONFUIRATON W OR (B) THIS SIEEr N LEU OF S1IMP80N H10AOR SIPSON HRS FOR COMMON OR RACK TRUSSES WHERE UPLIFT DOES NOT EXCEED (1195 M) FOR D'SP OR (1045 be) FOR SPRF. N.T.S. 4 till LTURALEND: TH aC d1E-: CC I JOB No. STAR-151N2 i sULE: AS INOICATED w COTE: OSA18.23 N.T.S. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SDWC Must aSDWF d � 1t dw W.; �9rd � pSDWC Ix+m^��" soon SDWC/F STRUCTURAL ASSEMBLY 1.a LW hh r N.T.S. 21nn all 1.b 1.0 1.a Drive the SDWF screw vertically (90' t 2•) into the center of the upper -wall bottom plate. 1.b Once SDWF has passed through upper -wall bottom plate and floor sheathing, make sure SDWF is still vertical (90° t 2•) prior to driving SDWF into lower -wall double top plate. Adjust if necessary. 1.c Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. 1 SDWF-TUW INSTALLATION AND PRODUCT INFORMATION N.T.S. Bbdug or R'rn Jok NOTES 1. STRONG -DRIVE STRUCTURAL WOOD SCREWS FOR TRUSS/RAFTER, STUD -TO -PLATE. AND FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY, INC." HOME OFFICE 5956 W. LAS POSITAS BLVD.. PLEASANTON, CA 94588 TEL• (800) 999an, FAX: (925) 847-1597. 'SIMPSON STRONG -TIE COMPANY, INC.- IS AN ISO 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. CODES: SDWF: IOC -ES ESR-3046 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE TUW: ICC­ES ESR = STRUCTURE DESIGN OF THE BUILDINGS MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY STRONG -DRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER 7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. SDVVF model ra xnber par demo 6 4 r� tnwerxalbPPW8spimslgW End Dbler0 Note: Studs, floor joist, bbddng and stud ao plate connections not Shaun for clarity. TYPICAL SDWF-TUW INSTALLATION / N.T.S. Notem Slud4 pl As connections are 1• M• Fnm regtdred to complete the load path and are not shown for caunty. Studs, Post and blocking per Designer Double SDWF shown (Single SDWF TUW siniar) SDWFT VN CONCENTRATED LOAD RESTRNNTATCWNLIOl1S WALL N.T.S. 2. Slide the TUW (provided) over the SDWF screw head and center using locator tab as a mfi renos. Orient locator tab so that it points toward the outside of the wall. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2Y2" Simpson Strong -Tie Strong -Drive SD screws (provided). VERnCAL2'I � 11 OFFSErFROM WOf SINGLE BOTTOM PLATE SHOWN Model No Allowable Joist Depth Below (in.) Single Bott. Plate Double Bott. Plate Min. Max. Min. Max. SDWF2716-TUW 8-1/2 10-1/2 6-7/8 9 SDWF2720-TUW 12-1/2 14-1/2 10-7/8 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 fated based on the Y4 SLIb 0r and T Of thread penebMW into double top plates. 2. See L-FSDWFALTHT leterfor 11 Y4",117V, and 16'joist depthm SDWF ANGLE LIMIT INSTALLATION & ALLOWABLE JST. DEPTH N.T.S. Note: Sdidlo-place connections are regAw =nplble the bad path E are rot shown for clarity. Double SDWF sho (Single SDWF-TLJW sl WWF-TUW CONCENTRATED LOAD RESTRAINT AT CORNER 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrive! 4 0 0 S � 0 SDWF-TUW 3U.S. PATENT 2 8,276,323 i 0 The Strong -Drive SDWF is sold as a k@ that o includes: z (25) SDWF wood screws IVIEW WALL(25) TUW take-up washers y (100) #9 x 2)i" Strong -Drive SD 5. Check to ensure the proper engagement of the structural -connector screws TUW tabs to the SDWF screw shank using the • a/s" hex driver tilt screw depth guide (provided). The measured gap • Y.- hex driver bit shall be no greater than 9/32" and no less to 5/3y'. Screw depth guide to ensure proper SDWF Q engagement with TUW 0 '011liillll T Z N Z � Dy LIJ2 _j iLu az Tao XWO I } V) cio STRUCTUR,YENG: TN I S--, M pL CHECK: CC w .ID9 No. STAR45!92 i sGIE: AS INDM TED wcure: 05..n SDWF COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x WALL FRAMING PER PLAN OR SOLID [ PANEL SPLICE W/ COLUMN AT PANEL SPLICE LOCATIONS ' AP EN PANELS BETWE PANELS COLUMN PLIES NAILED PER WF08/SD2 NAILING PER WALL SHEATHING WF105D4 AND NAILING PER PLAN PO VERTICAL PANEL SPLICE DETAIL ALONG WAL NOT USED N.T.S. ow U� r = INSTALL FIELD INSTALLED TC i PER WF07/SD: �a INSTALL FIELD ... INSTALLED TOP PLATE (2) 0.146' x 3' 3' O.C. PER WF07/S02 H 48' PAST SPLICE B EACH WAY A MAX. A WALL SHEATHING SHALL RUN CONT, FROM EACH WALL FACE TO CORNER. B B INSTALL FIELD MAX. lAr GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WF07/ VP� TOP PLATE DETAIL AT CORNER NOT USED SECTION A -A WALL SHEATHING PER WFI0ISD4 (2) ROWS 0.146" x 3' NAILS 0 3- O.C. PANEL TO PANEL (1)ROWS0.1481c3' — NAILS Q 3- O.C. EACH FACE OF CORNER AS (2) ROWS 0.148'x 3' DRAWN. ALTERNATE NAILS @ 3' O.C. EACH ROWS AS REQUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRAWN. ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL WALL SHEATHING PER WF10/SD4 (2) ROM 0.148'x 3' TOP PLATE NAILING @ rL TOP it SPLICE C PANEL SPLICE W/ NAILS ® 3- O.C. SPLICE LOCATIONS MAX 1/8" GAP PANEL TO PANEL PER WF07/SD2 1'-0" MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE SIDE 44F rPANNfi ILLS EITHER WALL SHEATHING SHALL RUN WONT. WALL SHEATHING PER WF1 O/SOd WALL SHEATHING SHALL RUN CONT. WALL SHEATHING PER WF10SD4 FROM EACH WALL FACE TO CORNER. i ( ) ROWS 0.148'x 3' FROM EACH WALL FACE TO CORNER. (2) ROWS 0.148'x 3' MAX. GAP BETWEEN SHEATHING NAILS 0 3' O.C. EACH FACED CORNER AS MAX. 1/8' GAP NAILS @ 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 VPO VERTICAL PANEL SPLICE DETAIL (PO VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. INSTALL FIELD INSTALLED TOP PLATE PER WF07/SD2 (2) 0.148'x T NAILS (2) 0.148x 3' NAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD ® CORNER STUD @ CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING I I I I NOTE: SHEATHING NOTSHOWN lI.1I V-NI—'L NOTSHOWN SECTION B-B HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION HAG (2)D16 i2 SYP M4x6 3.5 .5.5- AFP I SE SHORT SPAN HEADER HZx6 (2)2x8 M2 SYP H4xS 3.5'Y5.5' AFP 1.8E SHORT SPAN HEADER HZx10 (2)2110 92 SYP 1-1400 3.5".S AFP 1.8E SHORT SPAN HEADER H2x12 (2)2x12 02 SYP 1-1400 3.5'x9.5' AFP 1.6E SHORT SPAN HEADER 1, WHERE SYP#2SUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.8E SHORTSPAN HEADERS MAYBE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 16DOD00 psi, FS =1500 psi, FV =175 pa, FC-PERP = 650 pe. 3. AFP 1.6 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES & CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. 21 WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WP01 THIS SHEET) TOP PLATE SPLICE / ATTACHMENT DETAIL N.T.S. SHOP -ASSEMBLED PANEL NOTES: PANELS ARE "PRE -ASSEMBLED' IN THE SHOP FROM INFORMATION SPECIFIED ON PLANS SEALED BY THE ENGINEER OF RECORD, AND ARE NOT INTENDED TO BE AN ENGINEERED PRODUCT. MATERIALS SIZES AND GRADES, DIMENSIONS, CONNECTIONS, FASTENINGS, ETC. ARE ALL AS SPECIFIED BY ENGINEER OF RECORD FOR THE STRUCTURE. THE ONLY DEVIATIONS FROM PLANS SEALED BY THE ENGINEER OF RECORD ARE SHOWN ON DETAIL SHEET WP1. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED WALL PANEL W/ (2) 0.148'x 3' NAILS @ 8- O.C. (FOLLOW NAILING REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) 2x TOP PLATE PER PLAN (TYP) ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 0.148' x 3-1W NAIL (TOE OR END NAILED; 1111110 CZ iF LL OG F $ cr_ LL 5i W Q ~ 4�. 'T W a i0 m -w gt S Ww w� W 0 w C 0 F * N z O z H ElLLjN _ :3 O o 2 m J 0 - IL �a3 W OXO rc w W w 0 J N 0 z a}} oa Tn 00 f p STRUCTIMALENG: TH ,6 DRnF -: O S STRUGT: DP C 0C DNEO(: Cc O W .LOB No. STAR-15982 2 AS INDICATED GTE: OS/0823 u01 WP1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BTANDARD (3) 2X12 MIN. (3) h SYP 92 STRINGERS W/ STUDS REQD 0 END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM 0.162 x 3-12" NAILS FROM (2)202 SYPY2 HEADER TO BUILT-UP STUD COLUMN STANDARD(3)W2 - SYPi2 STRINGERS VW SIMPSON A35I A34 CLIP TO FLOOR SYSTEM 8 LANDING FRAMING (2) 2x12 SYPI2 BEAM PER SCHEDULE REOD 0 END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMNS il� lk MID SPAN BLOCKING Lime TO MATCH JOIST iF TOE-NAJUS EACH END �51 W BELOW OR ALTERNATE HANGER ®RIGHT OF THIS L SEE TABLE FOR MAX. DETAIL WIDTH OF LANDING A -A PLAN VIEW @ 90 DEGREE TURN LANDING MIN.(3) 21 SYP i2 STUDS SEE SCHEDULE FOR MAXWUM OF LANDING REO9 END OF LANDNG W/MIN.(6)D162-x312' I. SEE PLAN FOR DEPTH NAILS FROM 12)2xl2 S HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)2x12 SYPI2 ATTACHMENT TO CMUAEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2mucz10-2 W/ (18) 0.162" x 312" NAIL TO LEDGER/SUPPORT AND (10)0.148' x 3" NAILS TO (2)N12 SVPM2 HEADER MASONRY: HU210-2IHUC2102 WI (18) I AN3.114" TAPCONS TO CMU AND (10) 0.148" x 3' NAILS TO (2)2X12 SYPI2 HEADER STANDARD (3) 2X12 SVP i2 STRINGERS WI SIMPSON A34IA35 CLIP TO FLOOR SYSTEM & LANDING LINE UP 2xJOIST IN 6' MIN. LINE WITH MIDDLE 2x12STRINGER TOBE UTILIZED AS BLOCKING MIN, 9t8 SYPI2 JOISTS Z ® LANDING M 16.O.C. i W/SIMPSON A35 OR g LUS26 HANGER ON EACH IDE 10'MIN. MIN. Zz8 SYPA2 JOIST (P.T. IF s' ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) Ht 0.162" x 312' NAILS IS 16" O.C. MAX TO EACH STUD. (2) 1/4" x 31/4' TAPCONS @ 16' O.C. MAX. FOR MASONRY STAIR WINDER DETAIL WALL) NAP 01 041 Ila, 3/4PLYWOOD OR OSS SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MIN. Zx8 SYPN', LEDGER (P.T. ATTACHING TI MASONRY WA - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.148' x 7 TOE -NAILS EACH END SIMPSON A35 CONNECTIONS - SEE PLAN FOR MASONRY WALL OR WOOD WALL MASONRY WAL FRAME WALL B FRAMING 'MIN. IF (2)2.12 SVPM2 BEAM PER SCHEDULE REO'D END OF JOISTS MIN. 2xSND CH NG TO MASONRY ATTACHING . L MASONRY WALL) CONT. LEDGER w/ (3) LANDING FOR STRINGERS TO NG 0 LANDING 150R z O.C. CONNECT TO. BEAM TO BEAR W/ S A35 0R MAX. EACH MAX. TO EACH STUD. ((1 DIRECTLY ON BUILT UP LU526 HANGER ON 6 HANG TA W O.C. COLUMNS BELOW OR EACH SIDE ALTERNATE HANGER @ MAX. OR SOLAR L MAX. FOR MASONRY WALL) RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING \ SEE SCHEDULE FOR VAXWIOTH OF LANDING 3/4' O.S.B. W/0.131'x2-12' NAILS ® 3" O.C. TOP AND A35 ®EA. STRINGER BOTTOM CHORD TO LANDING FLOOR SYSTEM PER SEE ARCHS. FOR MAX FRAMING PLAN TYP. RISE OF STEPS AND MIN. TREAD DEPTH PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM 1$ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SVPI2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HUC210-2 W/ (18) 0.187 x 3-10 NAILS TO LEDGER/SUPPORT AND (10) 0.148" x W NAILS TO (2)202 SVPI2 HEADER MASONRY: HU210-2MUC210-2 W/ (18) 114131W TAPCONS TO CMU AND (10) Q148" x 3' NAILS TO (2)2x12 SYPI2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP82 CLEAT AND ATTACH TO JOISTS BELOW VI (2) 0.148' x 3-114" NAILS ® 18' O.C. (3) 0.167 x 312" TOE -HAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2.12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE L$ MID-SPANSUPPORT A INFORMATION. >A' A34 � EA STRINGER TO LANDING 2x JOIST (P.T. IF 2x ATTACHED TO ATTACHING TO MASONRY STRINGER(2)2x125VPY2 BEAM WALL)CONT LEDGER w/ PER SCHEDULE ENO (3) 0.167x 3-12' NAILSOF LANDING FOR 1 S'O.C. MAX TO EACH 2z12 STRINGERS ONESTRINGERS TOSTUD.((2)1/4'x'31M ONEACH SIDEANDCONNECT TO. BEAM TAPCONS 0 16' O.C. ONE @ MID -SPAN 1 1 1 1 TO BEAR DIRECTLY ON MAX. FOR MASONRY I I I BUILT UP COLUMN WALL) I BELOW. A35 CONNECTION I WOOD OR MASONRY WALL SEE PLAN FOR 2x8 P.T. SPF I2 (MIN.) LET -IN MORE INFO FASTEN TO SLAB USING MIN. (3) 2x4 SYP A2 MIN. (6)1/4'X31 W EVENLY COLUMN 2. JOIST PER SPACED TAPCONS ®MIN. SCHEDULE END DISTANCE OF 1-1? 3 P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO ScALI BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (02 SYP) JOISTS (%2 SYP) MAX WIDTH OF LANDING 17-0" OR LESS (2) 2x12 2A 814" NOTE 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDMION OF THE FBC. 2.(2)h12SV 2BEAMMREQUIREDAT THEOUTSIDEFACEOFTHEL MNG FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL Q)PLV BEAM TOGETHER USING (3) 0148- x -1P NAILS AT W O.C. 3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. 214 CONT. TOP PLATE - 3J4' ATTACH TOP PLATE TO 2z4 02 SPF STUDS @ SEE ARCH PLAN STUDS W/ (2) 0.167 x 3-1re a 2.4 CONT. TOP PLATE o w 24' O.C. MAX. 4'-(r ABOVE FLOOR TOE -NAILS 2x4 R2 SPF STUDS@ 24- (ATTACH TOP PLATE TO STUDS W/(2)0.167x31? i > z x O.C. W/ (2) 0.118' z 31l4" TOE -NAILS < ��b 2xe VERTICAL 8'-0' O.0 MIN AND Q ANY NOT CH SILL PLATE 2x4 SILL PLATE I TOE -NAILS BOTTOM . . OPENING. WANKNE HANDRAIL FOR VERTICAL w/ (2) NAILS ® 4' NOTCH SILL AND I PLYWOOD FLOORING I 2x4 tl2 SPF STUDS ® 24" O.C. EVERY OTHER NN / KNEEWALL 2x LSRACE W/0.148' z O.C. (z T O.C. (NOTCHED 2x6 VERTICAL LOCATIONS). TO ALLOW VERTICAL i0 SLIDE DOWN TO NOTCH STUD TO BE ATTACHED FLOOR TO WOIST BELOW O 31/4" NAILS 04- O.C. FACE OF IJOIST SHEATHING TO (OTHERWISE ATTACH ACCOMMODATE 2z W/ (2) D148' x 3 W ATTACH VERTICAL TOE -NAILS @BOTTOM) i : 2x6 VERTICALAND TO WOISTWI(3) Y.' x 3- Hj L-BRACE Q 6IN O.C. B D SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) 9ECTTON X-X 2z4 CONT. TOP PLATE ® ANY OPENING EQUALLY I I SPACED/CENTERED IN EA. C z T. B TOE -NAILS EA. CONT. BRACE 8 0.148' J� � QZ _ ATTACH TOP PLATE TO +Y WOIST TO OUTSIDE STUDS W1(2) 0.1 S2' z 312" lift FACE OF JOIST •8 • 3" NAILS @ 4" O.C. TO FLOOR SHEATHINGTOE Y� JLS "� w 2x4 #2 SPF STUDS 0 24- DOUBLE I JOIST PARALLEL TO FLOOR ATTACH ZA TO IJOIST y O.C. W/(2) 0.14W x 31W x_T.s. W/(2)Y'x3'SDS I TOE -NAILS BOTTOM 3}' SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE SPACED& CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN (JOIST STUDS W/ (2) 0.167 x 31? MAX. 4'-0- ABOVE FLOOR TOE -NAILS e' Vu1DE WEB - O O � F 242 SPF SILL PLATE X I X STIFFENER @ W O C. m O Q � � W/ (2) 0.148' z 3" NAILS 2x4 82 SPF STUDS @ 24' I PERPENDICULAR TO FLOOR (@ EA. BRACE)./(2) < y Q , ® d' O.C. O.C. 31/4^ 2x4 SILL PLATE W/ (2) ROWS OF 0.148' x 3' 1 i TOE -NAILS BOTTOM NAILS BOTTOM I 0.148" z 3" NAILS @ 4' NAILS @ 3" O.C. NOTE: (2) SIMPSON LSTA24 O.C. (NOTCHED @ 24 I VERTICAL LOCATIONS). STIFFNER TO BE o1 w STRAP (1 EA SIDE OF NOTCH SILL AND FLUSH w/OUTSIDE OF w STUD) EVERY 4W O.C. PLYWOOD FLOORING BOTTOM CHORD r FLOOR BEAM CONDITION TO ALLOWVERTICAL TO SLIDE DOWN TO 0 FLOOR BEAM SEE FACE OF (JOIST 0 rc PLAN 2X6 VERTICAL AND O.C. & o 9 Z 0 ATTACH 2,6 VERTICAL L-BRACE ®6'-0' H TO IJOIST WI(3)Y' X 3' ®ANV OPENING rc O ST02 �� SECTION HANDRAIL W/ EQUALLOD SCREWS 2A• IJOIST SEE PLAN Z<U FLOOR BEAM CONN. SPACED/CENTERED IN wOIST TO OUTSIDE O �-` W $CALF, 3N V-W FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR x arc 2 1j Q O 2 w O PARTY WALL OR CONTRACTOR TO o o ELEVATOR WALL SEE CONSTRUCT PANELS O MAKE PANELS WIDTH OF ELEVATOR DOOR PLAN TO SLIDE INTO THELU ELEVATOR SHAFT Z MIN. 7/16 SHEATHING W/ THRU DOOR OPENING, 1 3 WIDTHS MAY VARY. 2 1O O r MIN 8' BEARING FOR RSRS-01 (0.131'x2J/8") RING SHANK NAILS 6" ® PANELS 1 AND 2 TO BE INSTALLED AND Z CENTER PANEL. ALL O.C. ON EDGE AND 12" SHIFTED OUT TO -- OTHER PANELS TO BEAR ON LEDGERS O.C. IN FIELD ALLOW FOR PANEL 3 TO O O Li u ATTACH PLATFORM TO (WHICH IS LONGER) BE INSTALLED LAST rn p / LEDGER VI 114" X 31/7 PLATFORM LAYOUT AND WILL AID LOCKING O Q F pW SOS SCREWS 17 EVERYTHING ¢ u a _ F N O.C. ON ANGLE TVP. TOGETHER. FLOOR SVS M MID SPAN BLOCKING W/(2) 0.148" 31/4' TOE j �/� y/ J 7' (: F 2X6 i2 SPF CONT. x -NAILS J Q LEDGER VW (2) 1M' X 312'SDS SCREWS 16' O.G. MAX INTO € No i p ZjD. >� RIMBOARD STUDS OR FLOOR a 2Xfi 1`2 SPF RIM BOARD WI (3) 0.162 x 3-1?NAILS r LL W Q Q ` m �. 2X6 a2 SPF JOISTS @ 17 SYSTEM TYP. EACH 8 INTO JOISTS O H W Z V �' Q q O.C. W/(3)0.i87z312' END NAILS FROM RIM END UNDER PLATFORM w-J U ~ W F 3 id JOIST TO JOISTSW/2X6 < ~ MID SPAN BLOCKING 2X6I2 O 'N� F- V O SPF 12 w > UU $ SEE PLAN FOR OC, x w= t ADDITIONAL BEARING w W WALL INFORMATION W j ST04 ELEVATOR TEMP. FLOOR MIN7/16-FLOOR PLATFORM DETAIL a i SHEATHING SCALE 3W 1'-V q U w C N < ? M IN. 711 6' SHEATHING WI w w # RSRS-01 (0.131-.2-M-) RING SHANK NAILS ®6' PARTY WALL OR ELEVATOR WALL SEE N C O.C. ON EDGE AND 12' O.C. IN FIELD PLAN a 17 2 0 2 O O 7 ATTACH PLATFORM TO LEDGER W114'X 3-1/2'< <O m % O O U SDS SCREWS ® 17 O O m J O.C. ON ANGLE TYP. �5u FLOOR SYSTEM MID SPAN BLOCKING W O 0 Q Z W/(2)0.1a8'z31/a" x u W d ON 2X8 i2 SPF CT. TOE-NAILS Z r m = 0 F - LEDGER W/(2)1WX o () X Z zi J 3-12- SDS SCREWS @ W W O 0 RIMBOARD 18' O.C. MAX INTO 2X6 A2 SPF RIM BOARD < J Q 2X6 s2 SPF JOISTS 12- STUDS OR FLOOR SYSTEM TYP. EACH '� '', W/ (3) 0.187 z 31? Z O 0 f a (A ® O.C. W/ (3) 0A67 x 312' END UNDER NAILS INTO JOISTS O 2 Co d END NAILS FROM RIM PLATFORM i w JOISTTO JOISTSW/2X6 O S p STRUCTURAL ENG: TH MID SPAN BLOCKING 2X6 tl2 SPF O w @i7 O.C.' SEE PLAN FOR j 4;TRUCr: DP ADDTIONAL BEARING OC CHECK CC WALL INFORMATION O ¢ O JOB No. STAR-15S822 w MIN 7AS. FLOOR PLATFORM DETAIL a SCALE: AS INDK:ATED ST05 ELEVATOR TEMP. FLOOR SHEATHING DATE: D5OSR3 5 w SCALE: 3W-T-Ir' O L<i N= ST1 �Q G 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. INDEX GENERAL NOTES: LOT 15 - PULSAR'OR' DETAIL SHEETS 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR FL0.1.11 FL 1.12 SLAB PLANt7 FLOOR PLAN a D-1 DETAILS D-2 DETAILS JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO FL 1.121 FLOOR PLAN OPTIONS D3 DETAILS THE BUILDER. FL 4.12 SECTIONS D-4 DETAILS 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS, FL 5.12 FLS.,a.11 ELEVATIONSOPn' ROOF PwNu' o-5 DETaILs 1ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.12 UTILITY PLANS•O• 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL. ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. L..O......T 16 _P_ULSA_R._..KR' 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. FL01.7 SLAB PLAN'W 6, IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. FL 1.8 FLOOR PLAN 1e 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 1.6.1 FLOOR PLAN OPTIONS WHERE APPLICABLE. FL a.6 Fl S.a SECTIONS ELEVATIONS'K' 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A FL5137 ROOF PLAN K' WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. FL 6.8 UTILITY PLANS W 9, THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY LOT 17 - PULSAR 'M' AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND FL 01.E SLAB PLAN M' STM C 1063, ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1i2INCH 11 GAUGE NAILS HAVING A 7,16 INCH FL 1.10 FLOOR PLAN M' HEAD. OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED, THICKNESS OF TEXTURED FINISH OVER FRAME FL 1.10,1 . FL 718 FLOOR PLAN OPTIONS SECTIONS TO FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO, 26 GALVANIZED SHEET FL 5.10 ELEVATIONS'M GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1;2 INCHES SHALL BE PROVIDED FL.5.139 ROOF PLAN'M' AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE FL 6.10 UTILITY PLANS 'M' THE EARTH OR 2IN HE ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE STUCCO APPLICATION AND CURING PER LOT 18-,,.P_U_LSAR 'AR' FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. 11, CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020), NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER FL01 SLASPLAN 'A' SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS'. ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. FL 1.1 FLOOR PLAN WA 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 4 1.1 FL .1 FLOOR PLAN oPrONs $ECnONS 7TH EDITION (2020). AND ALL APPLICABLE LOCAL STANDARDS. CODES, AND ORDINANCES. F-L 5.1 FL:: VArIONS A 13, EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW FL 513 ROOF'PLAN A• MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM, FL6.1 UfUrYPLAN3'A 14. ASPHALT SHINGLES (IF APPLICABLE): LOT 19 - PULSAR W WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO FL. A 1.7 SLAB PLAN W UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL.. (4,12). TWO LAYERS OF UNDERLAYMENT COMPLYING FL 1.8 FLOOR PLAN 1* WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.1 I. FOR ROOF SLOPES FL 18.1 FLa.a FiOOSiCTI ONNSS OPTIONS SECTI FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE FL 5.8 ELEVATIONS W IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.1 1. FL 513 7 ROOF PLAN K' 15. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL FL 6.8 UTILITY PLANS W RELATED SUB SECTIONS. LOT 20 - PULSAR 'LR' 16. UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE 11 ......I... WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL FL- 1.8 $L AB PLAN t' 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.a FL i SA F"Or'R PLAN L FLOOR PLAN OPTIONS THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS. INCLUDING BUT NOT LIMITED TO ELECTRIC LINES. WATER AND SEWER PIPES, FL 49 SECTIONS TELEPHONE LINES. COMMUNITY AND r OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES.. EQUIPMENT AND MATERIALS AND OTHER SIMILAR Fl, 5.9 EVATIONS'L' FL>OF TELEVISION. RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN). FOR SERVICE TO THE LOTS AND OTHER PORTIONS FL5.13.8 Rt PLAT L• OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL.. RESIDENTIAL USE OF SUCH OWNER'S UNITS14ALL BE INTERFERE[) WITI I IN ANY UNREASONABLE FI, 6.5 U11LI'i'YPIANST MANNER. LOT 21 - PULSAR 'B' 17. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING FL 0 s.1 $LAB PLAN B' DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. FL.1-a FL i. 2.1 F;-::xil1 PLANS FL00R PLAN OPTIONS 18. STUCCO CONTROL JOINTS TO BE lNS7ALLE'D PER ASTM C'f063-06 j7.11,4,1 TIIRU 7.11.4.4 AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND J FL az SECTIONS DELINEATE AREAS NOT MORE THAN 100 S.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION FL 5.2 ELEVATIONS 13• OR A LENGTH -TO -WIDTH RATIO OF 2 1 i2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION. AND WHERE FL 6. ROOF PLAN a• EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL. BE CONSIDERED AS CONTROL JOINTS. FLL a.22 UTILITY PLANS •B' 19, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS. AT ALL CHANGES IN ROOF SLOPE OR LOT 22 - PULSAR 'N' DIRECTIONS, AND AROUND ROOF OPENINGS, APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY FL SLAB PLAN N' OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FL 1I .111 FL .1 FLOOR PLAN FLOOR FLOOR PLAN OF�IONs FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. FL4.11 SECTIONS 20. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS" WRITTEN INSTALLATION FL 5 11 ELEVATIONS .N INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FL 11 FL 6,6. I UTILITY PLANET `N PLAN'M 2t, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 8-PLEX BUILDING - A MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL. A0.1.1 A 0.1.2 SLAB PERIMETER PLAN a-PLEX SLAB PERIMETER PLAN 6-PLEX WORKING SPACE AT LEAST 30 INCHES (762 MIND DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. A I I FIRST FLOOR PLAN e PLFx DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26 A 1.1.1 FIRST FLOOR PLAN 6 PLEX GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, A 21 SECOND R OOR PLAN S-PLEX FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO A 5A A 5.1 FLOOR PLAN 6 PLEx ELEVASECOTIONS ELEVATIONS 8-PLEX CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS, ASA.1 ELEVATIONS a-PLEX AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING A 5.1z ELEVATIONS a-PLEX COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE A 5.IA A 5.1? ELEVATIONS B-PLEX ELEVATIONS a-PLEX APPLICABLE PROVISIONS OF SECTIONS M1411.3. A 5.1 5 ROOF PLAN 8-PLEX A SA S ROOF PLAN a-PLEX 8-PLEX A These d aw.nq s are the property of Starlight Hares and are not to be util2-d for CDnSIrllCtn, Or copied in Part or in vmole LOTS 5111111111111122 LY.thwl Pe!I'tission from the bui der. 2022 Starlight tames LAST REVISION N N � L- w X Ln W N J 0. CC W 00 0 °v GENERAL FOUNDATION NOTES: THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING -TYPICAL 15: SLOPE GARAGE FLOOR V8' PER FOOT TO GARAGE DOOR OPENING. ;LOT . . .. ........ .... ----------------- VERJrY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFAC TURER REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR HOLODOWNS, FOOTING DETAILS. OURS THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN, PLUMBING FIXTURES, VENT LOCATIONS, ETC ARE APPROXIMATE, CONTRACTOR TO VERIFY COUNT AND LOCATION VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS. WATER 08 ELECTRIC, 9'4 1.2' VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4-MAX AT INSWING DOORS. . . .. .......... . . TYP STOOP AT INSWiNGiSLIDER DOORS: 36'DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM, PER 204 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE ASLIP-RESiSTANT FINISH, PATIO SLAB FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH vi is 3'DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONGFIETE FOOTING. TI.NG CONCRETE OR MASONRY OR LESS THAN CODEREQUIRE WOOD 0 SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD, S ET ALL EXTERIOR WALL SILIS,N MASTIC. ... ... . . . ..... . ................ .................... . .. .... . ... . ............... .. . . ......... . ........... . . ...... . .......... . .... . ... . . . ........ MAIN SLAB NOTE .r EDT OUTSIDE FACE. GRADE BEAMS AND APPLIANCES RE DIMENSIONED TO CENTER LINE ..... . . . ... REFER TO STRUCTURAL NOTE: LOCATED GRACE VIE Y A,! A N R L Gf C .UNDER ALL LOAD "A' LOCATIONS WALLS PRIOR TO POURING DRAWINGS FOR ALL ................... . . .. ............ . .. . . . ........ ........... OF GQFCRETE .......... FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND .......... . ---------- -- . .. . . ............ ...... .... ..... F2LINE OF FRAMED WALL ABOVE I 1�10 112, 79 . . . .......... . . . . . . . . . ............. 13ARAGE SLAB .......................... lREINFOR E PER UOCALJ CGDE ANDENGINEER" IF O LI 6' CURB AT EXTERIOR STRUCTURAL RAGE WALLS, SEE PORCH SLAB .... .. .... . 1'7 1 I'-T I, fl- FREINFQRCE ERE ALI T i JCODE AND ENGiNEERS SLAB PLAN"O' 14' - 1',)' AT-2 "X34'LAYOUT VT V-0- AT I I"X 17" LAYOJ REVISIONS: Triese drawings are t1re property of Starlight Horses and are not to be utilized for construction, or copied in part or in whole without permission from the builder, i 2022 starlight Homes XTRABILAAMIKil .. . ....... - M -1 0"s P C b X LO z UJ cn. aCL 060 1 U) 1 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOL' STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DnYWAU . OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND .... ..... . . . ............. . .. .- . .............. . . . . . . ........... . . .. . . . . ........ . . .... HOUSE TO GARAGE FIRE SEPARATION, GARAGE,'HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE ',PROTECTED'WITH ONE (1) LAYER Ilr GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL SUR FAr % SHALL BE PROTECTED WiTH ONE (1) LAYER St TYPE -X'GYPSUM BOARD 2 jHOUSE TO GARAGE DOOR SEPARATION. PROVIDE , ae'SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR ...... . . .. . ...... ... ...... 3 BENEATH STAIRS AND LANDINGS. 12" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED 4.CCESSIBLE AREAS 67ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN XrX22' FIRE RATED ACCESS AS NOTED ATTIC ACCESS LADDER. VERIFY LOCATION AND SIZE WITH TRUSSES (15112XW SIZE) 9 TEMPEREDW�ETY GLASS LI :HALF WALL. HEIGHT AS NOTED 14 TUB-$HOWER COMBO 16 ;$IjDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS . . . ................ ..... ... ...... ........ . .......... .... . �LOT 15� WALL DJACENI ZEA UNIT. COMPOSITE C'- DRAWINGS FOR LOCATION OF ADJACENT SEECOMIPOStTE ZINGS FOR TION SECOND FLOOR PLAN EL EV 0' !,'4' - 1'0* AT =X34- LAYOUT VT = I -GAT I I'X 17'LAYOUT REVISIONS: I ELEVATION KEYNOTE LEGEND 'ODE COMPLIA.Ni F.AS'Hf:Nr, WSTALL£D AT All rVJOBWA ER CEr.'ENT SNAKE S'DING P ER CEMENT LAP SIDING PER (VINYL DOARD AND BA7'3'EN * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE 12 THE FINISH FLOOR AND WHOSE OPENING is GREATER THAN I-- -___ - 72"ABOVE THE Ot1TSIDE WALKOe, SURFACE MUST HAVE WIND. W OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. FRONT ELEVATION 'O' l ia" --. t -Q" AT 22"X3a' LAYOUT V8` = V-(TAT 11" X 1 T LAYOUT 2ND FLOQRF ...-2ND R. WVVI 2ND FLOOR F `�..... 1. 1 FLOOR.P ;i is:rFL WM 4,11 ...1..$T FLQQR F LOT 15 ISSUE DATE: 05.09,2022 .. FOR ........._.._........._................._....... REVIEW ._. REVISIONS: These drawings are the, property of Starlight Homes and are not to be utilized for construction, or copied in part or in whale without permission from the builder.. 2022 Starlight Homes LAST REVISION 2 4 .............. ................. ................. . . ....... . .. y. ............. 'iAN AS �EQUIRED PER STATE AND LOCAL BUILDING .. . ......... . CODE A Li OR T N VP* I YEE UE ....... .. .. . .... . ..... CHI STANDARD ELECTRICAL BOX HEIGHTS 4", TO LIGHT,' SWITCH BELOW KEYLESS IN Tlv ............. ............. ... . . ..... SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS NOTES: LEGEND: VIDE GROUNCINGEL—ECTRiCk: ROD PER LOCAL CODES. 1,,H. F. ii :Fr PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED By NATIONAL ELECTRICAL - — - -- _ __ - CODE (NEC} AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Ali. EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FANLIGHTS IN WETfDAMP LOCATIONS SHALL BE LABLED'SUrTABLE FOR WET OR DAMP LOCATIONS., ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. . . . . . . ............ . ....... ................. . PROVIDE AND INS TALL LOCALLY CERTIFIED SMOKE DETECTOR. AND CO2 DE rECTORS' As REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION fmFPA? AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, PROV D BY -N-DEAN INSTALL GROUND FAULT CiRCUrT4NTERRUPTER5(GF!) AS REQUIRED ATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERN:NG CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK UPSCUTOFFS ...... ............... HV.AC CONTRAr TOR TO VERY" THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, ALIC UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS' ... ............. . . . .. ..... .... .......... DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECTTO RELOCATION DUE TO FIELD CONDINONS. 'T PROVIDE POWER. LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS PROV DE AND !NSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDW;REDJN FRrONNFCI ED AND PROVIDE BATTERY BACKUP ,,.SECOND FLOOR PLAN'O' 13- = V-Cr AT LAYOUT - I'VAI I VX 17* LAYOUT . ........ .... . ___ .......... ...... .. w Li . . . . . .......... . ...... ... . .. . . .................. . . . . . ........... 117 ,Iul I NiNF1 ED W RAr C11 . ......................... ............................. . . ..... . ....................... . . . ... M-­Ip 1- tA N: 0 . ........ . ........ SK;S, . ..... ... . .... ­iol­ IA­ .LOT 15: WpeGFI p Z Z 0 A/C COND, He!, 1 1 AIC WPiGFI . . ........ 5 TV-0 1 GFI DISHWASHER )16) MICROWAVE jorl SERVICE PANEL G E 4,-i REC. Pump, !,I TO LIGHT/ IFREQ, SWITCH ABOVE WA, ELEC WATER HEATER SERVICE PANEL SIZE AND LOCATION PER BUILDERS AND LOCAL CODES,' ELECTRIC METER X;i : -- g (,5 ­ Y YiIT. li­ ,7 S11.1 1W j 4,1) -TELEPHONES TELEVISION KEYLESS . r SERVICE BOX GR DOOR OPENER WP�GFI H JFBI ... . ........................................... . ........... . ...... I .. .............. .... . .......... I.. ­ - NOT E: EXTERjOR IN P. OUTLET REQUIRED NEAR AL.CONDENiili ;N°OT SHOWN) I .... . ....... . . ...... ... . ..... . I.., . . . .... ....... FIRST FLOOR PLAN'O' t14- = Vr- AT LTX34- LAYOUT - Vrr`Aj 11'X 17" LAYOUT . .. . ................ . ISSUE DATE: 05,092022 FOR REVIEW . ..... . ...... . ....... IflWIM4111 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. � 2022 Starlight Homes X&IIII111LAIFIRMIL LAST SAVED BY: ....... ------ GENERAL FOUNDATION NOTES: THIS , PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY, SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING TYPICAL. SLOPE GARAGE FLOOR VW PER FOOT TO GARAGE DOOR OPENING. 0 T L VERIFY CURB CUT SLOCKOUT WITH GARAGE DOOR MANUFACTURER. REFER TO CIVIL, DRAWINGS FOR FINISH SURFACE ELEVATONS -FINISHSOL GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO LS REPORT FOR ANY SPECIFIC REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS. AND INFORMATION NOT SHOWN ON THIS PLAN, PLUMBING FIXTURES. VENT LOCATIONS, ETC, ARE APPROXII g,8 MATE, CONTRACTOR TO VERIFY COUNT AND LOCATION. ............. 1 1.2. 9 4 V2 VERIFY THE SUPPLY FOR SEPARATE. CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARE) SURFACES................ 7 114" MAX AT INSWNG DOORS. TYP STOOP AT INSWING SLIOER DOORS: 3S'DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. PATIO SLAB T PER 202V FLORIDA RESIDENTIAL BUILDING, COM) PROVIDE A SLIP RES*TAN I FINISH. TOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3"DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE F0011.NG. WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED . . . . SEPARATION TO GRADE SHALL BE PRESSURE TREATED 08 FOUNDATION MADE REDWOOD, SET ALL EXTERIOR WALL SILLS IN MASTIC. MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRACE BEAMS AND APPLIANCES ;ARE DIMENSIONED TO CENTER LINE. [NGfe wwioc, zi� 1 vmiwY wu GRADE i U UNDER ALL LOAD 1 BEAM LOCATIONS BEAWING WALLS jPR IORTOPOURING. . . . REFER TO STRUCTURAL OF CONCRETE, DRAWINGS FOR ALL FOUNDATION DIMENSIONS + FOUNDATION KEYNOTE LEGEND Ft DV2' 7 -94ir b LINE OF SLAB ABOVE F2 LINE OF FRAM_D WALL ABOVE (I + L 3ARAGE SLABi REINFORCE PER LOCAL Fr AND ENGINEERS SPECIFICATIONS F2' O 9991 A IG-7- j 8- 7' . . . . --- - --- _- -- . .... ........ . . - - — - - - ___ - -_ �,C . . . E- CURB AT EXTERIOR GARAGE WALLS, SEE. 1 FOUNDATION WIDENS STRUCTURAL AT, ITE SPECIFIC CO NDITIONS IONS ' 6'-RCH SLAB PO 41 _4 ..... ... ... . .. ...... - .......... .. ......... ...... 7 1-,2. - 1 I*__?_,__.l_7 11-l"../ I �REiwonci PER LOCAL i . ...... ... . 1 CODE AND ENGINEERS ;SPECIFICATIONS 7 I SLAB -111 P -1 L .. A N I K' 1 i'4' - 1 0' AT 2,IX34" LAYOUT V-0'AT 1 I"X Ir LAYOUT REVISIONS: These, drawings are the property of Starlight Homes and are not to be utiltzed for construction. or copied in Dart or in whole without permission from the Wide,,. Z) 2022 Starlight Homes LAST REVISION j,T,,$VED*y: ;o;l iA iv L-1 WALL LEGEND FULLHEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION . ... . . . ............. . STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND ..... . ..... ....... . ..... ............. . . . .... . . ....... . ... .... . . . . ..... . .... . . .............. .... I HOUSETOGARAGE FIRE SEPARATION. GARAGEMOUSE SEPARATION AT VERTICAL SURFACES SHALL St PROTECTED WITH. ONE It} LAYER I f2- GYPSUM BOARD, GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE jI LAYER 58" TYPE..". GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION, PROVIDE I 3,V SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR - 3 . . .. ................ ..... .. ...... --- .............. ... .... . ......... .. - ............... . . ...... . ...................... . . . .... ....... ... - .......... ........ . .. BENEATH STAIRS AND LANDINGS 1.12'GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8- ATM ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENTBUT THAN 31).X 22-. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER. VERIFY LOCATION AND SIZE WITH TRUSSES (,25112-X!4 �-IZE . .. . .. ......... . .. . . ...... 9 0 SAFETY GLASS 'T �& '��RF'L4ibRtA�.. I F WALL ------- - .......... . . . .. . .......... . .. .. ............ . to TUB SHOWER COMBO 76- SLIDE -IN ELECTRICAL RANGE W,'HOOD AND MICRO ABV, VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS i i s STANDARD ELECTRICAL BOX HEIGHTS VA. SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS *TV '20V V VP GF1 KEYLESS IGHT IN -4ANAS REQUIREDPER STATE AND LOCAL BUILDING CODE SECOND FLOOR PLAN 1;4'<. Y-0' AT 22'X34* LAYOUT 'I'o'AT I I"X17LAYOUT NOTES: LEGEND: . ... .... . . ... . .......... .. . . PROVIDE GROUNDING ELECTRICAL ROD PER LOCALCODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT-TNTERRUPTERS (AFC-5) AS REQUIRED BY NATIONAL ELECTRICAL c�U FA 0�N� �­I E T� CODE INEC) AND MEETINGTHEREOUIREMENTS OF ALL GOVERNING CODES. . . . ........... ....... . . . ...................... ALL EXHAUGI FANS SHALL HAVE BACKDRAFT DAMPERS. . ........................ A�D LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP L.OcATzONS FANAIGHTS IN WE T/DAMP LOCA . . . ....... .. ..... ... . . . ...... "N,ro­gm,�xw Lc sr r�xruaL mC­1 , u­ I nx- "q, ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT T ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE D' AlEx c.'MI7 IC F ­.1 .......... CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION Arlo PLACEMENT. ..........lr.1111 PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY . . . . . .. . ............. .. . ......... . ............ . ....... .......... . ......... IAIK I - ­­-­ ----- - ----- — NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES F. N— — 7� I— .... .... .. . .. ... PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERRUPTERS (GR; AS FI&QUIRED BY NATIONAL ELECTRICAL - - ------- --- CODE {NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING ------------- ­­ A­P11I 0 ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT ROOK-UPSIcUTOPF", . . ........................... 4 fA !­T T. it HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCAT:ONS. ...... ... . — ....... . .. . . - —iI - - - - -- - .............. . -4- -ALL AND MECHANICAL EQUIPMENT �I`UFTNACES. A!C UNITS. ELECTRICAL PANELS, SANIT' L ARYSIJMPPITS . . ............. DRAIN TILE SUMP. AND WATER HEATERS] ARE SUBJECT TO HEL(X�ArION DUE TO FIELD CONDITIONS, 14 wAy �W- ............ 4 PROVIDE POWER, LIGHT AND SWITCH. AS REQUIRED FOR ATT:G U RNAGE PER CODE AND MANUFACTURER'S PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED. INTERCONNECTED AND PROVIDE BATTERY BACKUP. DISHWASHER DISPOSAL MICROWAVE SERVICE PANEL z z 0 WP.'GFi Cb Al y AIr COND, A'C W'eGR v `0 i TVA ,F r .. . .. . ...................... T)i 0 Far. PUMP,TO L;HI/ C IF REO: .......... 5:, 0 ...SWITCH ABOVE 30A, ELF.C, WATER HEATER KEYLESS' A , 1171-1 GFI DOOR OPENER WPGFI CONDENSER (NOT SHO ) FIRST FLOOR PLAN (T/1- 4r4'm 1',0' AT 2XX34" LAYOUT = I'O'AT I I'X 17- LAYOUT SERVICE PANEL S'Z2AND LOCArION PER BUILDERS AND LOCAL CODES; ELECTRIC METER rF.I.T. PHONE! TELEVISION SERVICE BOX ------- --- .. . .................... CD —.j 2 0 C/� . . .. ....... ISSUE DATE: 05,09,2022 FOR . .. ............... .. ........ ....... REVIEW REVISIONS: These drawings are the property of Starlight Ho,nes and are not to be utilized for construction, or copied in part or in whole without permission from the buildpr. Z) 2022 Starlight Homes LAST REVISION LAST SAVED BY, I GENERAL FOUNDATION NOTES: I THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY, SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING � TYPICAL. SLOPE GARAGE FLOOR VS, PER FOOT TO GARAGE DOOR OPENING. VERIFY CURB CUT BLCICKOUT WITH GARAGE DOOR MANUFACTURER. REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE. AWAY FROM SU" DING_ REFER TO SOILS REPORT FOR ANY SPECIFIC REOUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR HOLODOWNS, FOOTING, DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON T141S PLAN PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE, CONTRACTOR TO VERIFY COUNT AND VERIFY THE SUPPLY FOR SEPARATE GONDU-7S TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3;4"MAX AT WSWING DOORS. TYP STOOP AT INSWING,,SLIDER DOORS: 36'DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2021) FLORIDA RESIDENTIAL SUA.MNG CODE) PROVIDE A SLIP IES;STANT FINISH, FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE. PROTECT 114E WATER HEATER WITH 3'DA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. V4000 CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD SET ALL EXTERIOR WALL SILLS IN MASTIC. ilk FOUNDATION KEYNOTE LEGEND --. .. . ..... ..... . . ........ 111.1 . . . ......... . ....... . . ........ ... . .. -1 ......... . . Ft —=LfNE OFSLABA� F2 ILINE OF FRAMED WALL ABOVE PORCH ...... ..... . . REINFORCE PE C D ENC ODE AND C .SPE R ATIOD LOT 1`I`K1 SLAB PLANV I— - �, 14"y V-T AT 2TX34'LAYOUT 1,15* = I'-T AT I I 7LAYOUT FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS 0 .. . ........ - ---- - ISSUE DATE: 05M.2022 FOR REVIEW REVISIONS: These drawings we 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, 2022 Starlight Homes .... ....... . ..... . . . ................... LAST REVISION -4- fit N x 0 z LJJ —j cn co a. & 0 .. . . . . . ......... SHEET NO: FL 0.1.9 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD $IUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND I HOUSE TO GARAGE FIRE SEPARATION, GARAGEMOUSE SEPARATION ATVERTICAI_ SURFACES SHALL 8 PROTECTED WITH ONE (13 LAYER 121 GYPSUM BOARD GARAGE'HOUSE SEPARATION AT HORIZONTAL SURFACE_S, HALL BE PROTECTED WITH ONE (1) LAYER SlEr TYPE "X'GYPSUM BOND _ 2 HOUSE TO GARAGE DOOR SEPARATION . PROVIDE I l'S"SCILID CORE DOOR OR APPROVED 26MINGTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS, 1,,2"GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 (ATTIC ACCESS LARGE ENOTO RIEENOUGHVELMIRGEST PIECE OF EQU!PMENT BUT NOT LESS THT04— 3C,X22�. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH (TRUSSES (25 IZSIZE) . . . . . . . .................... . . . . . . ............... ... . .... . . . ... .................. ijWPERIED SAFETY GLASS I I JHALF WALL .b*IGHTASNOTED . . ... ..... - 116 1�1_11E4N ELECTRICAILRANGE W! HOOD ANOM—ICSO X§V�WW-�EVNiA-NU—FA&iGiiiA:SWRiTTEN (INSTRUCTIONS It L 4A IZ-9" WALL ff.A�JA LJNP_SE, OS 66 1,4' @�2 314 DRAWINGS F, OCA ON LOCATION IC 3CL0SH 3VOSH Z= -EGRESS OWNERS BED 8'-l"CLG, �m . ..... . ......... WALL OF ADJACENT SEE COMPOSITE'. UNIT RAW§NGS FOR LOCATION WIC O. BA IV-1 CLG, 1IT"'i ZA 1, 7 ON 3-2 I i2­ 5! 5 1 . .. . ....... .. 24 1 ........... 9 r Z L . . ............ . ..... ... i VAN I rY 2- 1 IN \ BA .............. . . . ........... . ... .......... ... . 7 WIC . . . . . ........... 2�8 ............... . 24154 1-11. 3'-10' 4'-8 Ifr 5',3 1!7 BED 2 8'-I"CLG. BED 3 'EGRESS 'EGRESS 30W SH WALLCFAC,Z�ENT T-7 6-41,1 3 51 6- WALL 0 ADJACENT UNT, 'SEE COMPOST UNIT. SEE COMPOSITE ;;C,RAV, ...... .... . - - - - - - _-__ _-- - . . ...... . ...................................... . .r DRAWWGS FOR I_0r,'A 19,5- LOCATION .......... ........... ........... 7 V2- ,,-. SECOND FLOOR PLAN ELEVV 2 _/ 1,4 - 1 -0" AT 22'XA'LAYUUT VERIFY ........ . ....... . ........... .. . ... ... ......... . . . . ............... LOFIECATIOLDN T 4 If, 19" 3 1!2 IN WALL OF ADJACENT PATIO I WALL OP ADJACENT UNIT, SEE COMPOSiT DRAWINGS FOR LOCATION AC ­2' 4�-7 112' 1 UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION .. . ....... ----M50SH - --- 1­3_0 -5-0 S_ . ...... ........ D, SEE OPT ATRIUM _DOOR ON 5.HE6T I FL I la! FAMILY RM 9'1"CL.G. -T-6 1,2" X 9 V21 31-9 1;2" 2`6 1,2 ........... 2868 LINE OF CLIPPED Ci G. PDR X7. L c c� -i5rI 25 21 HANDICAP ACCESS KITCHEN REF WALL HT. . . ..... WH W-T . . ... ........ 7--28% .42- 2 . ... ... .. UP T �2 GARAGE ENTRY 9'.1.. CLG SOFFIT. SEE EXTERIOR ELEV 214 1 1;2 PORCH ` 0 SECTIONAL WALL OF ADJACENT 6' y -el 1,2i WALLOFAD ACENT D -T4:T, SEE orIMPOSITE DRAWINGS FOR 11`7 UNiT, SEE COMPO DRP' OR STE AWINGS LOCATION 19's OCAT ON 7 10�7 ................................ I..,.,..,...", -..,..,-,..",",-.-,'I .............. . . .....r. •7 1,,,- FLOOR PLAN ELEV' M' ,'.,FIRST 11'il_4`7 T 0' AT LAy aZT I A T__1 I - X 17� LAYOUT 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.' 2022 Starlight Homes LAST REVISION SHEET NO. FL 1.10 ... ... . ............... Co STATE AND LOCAL BUILDING CODE - -- — ------- ffi Z z '2 0V 09 .................. ............ . . .... ................. 'K STANDARD ELECTRICAL BOX HEIGHTS v TO UGH Ti SWITCH BELOW KEYLESS LIGHTIN _0 ATTIC I SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS 1 E T,_ 0 VP SECOND FLOOR PLAN 1;4'- 1-T AT4,"X34'LAYOUT = 1'�0-AT 11'X 17"LAYO,'T FI@ P/1", V, 'LOT 17: z 5 i ZCIICICND- WP;GFI NOTES: LEGEND: PROVIDE'G_d UNDIN( ELECTRICAL CODES. XftE�W!! T i Ltj PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED By NATIONAL ELEC-TRICAL Ijl� Ism. 11� U- rA� CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST PANS SHALL HAVE BACKDRAFT DAMPERS. FAN: LIGHTS IN WET,0AMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS,, -ELECTRICAL S TEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE 0 YSEtl w I G FN .. . ......... . . . .. . . . .... .. . . . ............................ CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTI FIFO SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY ........... . . - ... . . . .................... NATIONAL FIRE PROTECTION ASSOC ATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING GODS. 4 Itxta­TFAR ,,�17TOEX�Efll;JI, .............. . .... . .. ...... . ..... PROVIDE AND INSTALL GROi,ND PAULI CIRCUIT INTERRUPTERS(GH)ASPIFOUIREDBY NAIIONALELECTRICAL - — --- -- - ....... . ....... ......... . ....... . .. . .................. . CODE IN EC) AN 0 MEETING THE REQUIREMENTS OF ALL COVE FINING CODES. FR YREowl 1 ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSrCUTO9FS. T­? . . ................... . . F��. 11 ----------- —Flu— HVAC CONTRACTOR TO VER:FY THERMOSTAT LOCATIONS. - ------ - - - --- ......... ..... . . L ALLELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, AEG UNITS. ELECTRICAL PANELS, SANITARY SUMP PITS.. DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS, . .. ............ . .......... ... .. . ... .. ... ......... .. ....... . . . . .. .. . ............. ... . PROVIDE POWER. LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER S . . ....... .. . . . . . ..... . ... ..... . .. - - . .................... ----- ---------------- w PROVIDE AND NSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. . . ....... . ...... . ..... . SERVICE PANEL SIZE AND LOCATION PER 5U11 _DE9S SPECIFICATIONS AND LOCAL.. CODES, ELECTRIC METER TELEPHONE' TELEVISION SERVICE BOX --- DISHWASHER , 7_4 DISPOSAL -MICROWAVE GFI z SERVICE PANEL .......... . . To LIGHT, PEC PUMP, 6, E SWITCH IF REO, ABOVE 30A. ELEC, WATER HEATER KEYLESS IUNG\ DOOR OPENER WP,,GFI Y. . . .... .... 1NOT E, EXTERIOR W.P. OUTLET REQUIRED NEAR A,,C CONDENSER INOT SHOWN]1 FIRST FLOOR PLAN .......... 1,W=1-0-AT22X34'LAYOUT These drawings are the property of staIlgN Homes and are, not to be utilized for construction. or copied in part or in whole wbout permission fIorm the bui':dp,. 2022 Starlight Homes LAST REVISION LAST SAVED BY GENERAL FOUNDATION NOTES: THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. !LOT 18 .SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING, TYPICAL, ................. . ............... ............. SLOPE GARAGE FLOOR 1/8- PER FOOT TO GARAGE DOOR OPENING. VERIFY CURB CUT BLOCKOUTWITH GARAGE DOOR MANUFACTURER, REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. FINISH GRADE SI 'ALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING, REFER TO SOILS REPORT FOR ANY SPECIFIC REOUIREMENTS, REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. 3! 4 Irl PLUMBING FIXTURES, VENT LOCATIONS. ETC, ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELEC TR?G. VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES, '0 7 &4'MAX AT INSWING DOORS, PATIO SLAB TYP STOOP AT INSWINGSLIDER DOORS: 36"DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. 4-F (PER 2-320 FLORIDA RESIDENTIAL BUILD:NG CODE) PROVIDE A SLIP -RESISTANT FINISH. ri' FOR I HE USE OF EXPOSED GAS WATER I ILA I EPS IN THE GARAGE, PROTECT THE E WATER HEATER R W! I H 3 " CIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING, WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE RFOUIRED MAIN SLAB SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC EXTERIOR WALLS ARE DIMENSIONED TO ... . . ..... . ... . ..... . .............. . .. ---- -- . ..... OUTSIDE.......... FACE, GRADE BEAMS AND APPLIANCES ARE Ol MENSIONE 0 TO CE NTER LINE. . . . . ............ -NOTE—: LOCATED RA IVEMFY ALL GRADE UNDER ALL LOAD LOCATIONS REFER TO STRUCTURAL PRIOR BEARiNGWALLS TO POURING. OFCONCRETE. DRAWINGS FOR ALL FOUNDATION DIMENSIONS 1J5 FOUNDATION KEYNOTE LEGEND I'l LINE OF SLAB ABOVE F2 LINE OF FRAMER WALL ABOVE .: - - [ .......... . SARAGE SLAB. REINFORCE PER LOCH 01 CODE AND ENGANEER'S..: SPECIFICATIONS 8`7' 5 CUPAT EXTERIOR -B FO LS'Ni DATION WIDENS - E SPECIFIC, AT T SPEC SEE GARAGE WALLS, STRUCTURAL N '0 GI .......... PORCH SLAB 4-- l'-1 -7 1/-' TV 7' 1* 7V2. a'- I" REiNFORCEPER LOCAL; CODE AND ENGIN E E RS I SPECIFICATIONS ........... 7 SLAB PLAN 'A' •114" = V-01 AT 22"X34- LAYOUT 1/8' I'-O'AT I I"X 17LAYOUT I These drawIngs are the property of Starlight homes and are not to to utilized for conshuctim or copied in part or in whole, w4hotil pe'missw from the bui der, 2022 Starlight Homes LAST REVISION -Q C . pl�00 x Ln LLJ—j z -j cn. 0- coo -j WALL LEGEND FULL HEIGHT FULL. HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN � BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND i fHOiiSE TOGA.tAGE RRE SEPA3LLLON, GARAGEf}X)USESEPAriATIONAT VERTI4AL "URFACLS SH,4i-L Bf 1PRO1 EC'TED WITH ONE (i) LAYER 1/2` GYPSUM BOARD. GARAGEMOUSE: SEPARATION AY HORIZONTAL __ SURFACES SHAU_ BE PROTECTED WITH ONE (i) LAYER5+8" TYPE "X' GYPSUM BOARD 2 ;HOUSE TO GARAGE DOOR SEPARATION. PROVIDE t 3;9 SOLID CORE DOOR OR APPROVED 20 MINUTE ATED DOOR 3 :BENEATH STAIRS AND LANDINGS. V2• GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS B :ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EOUPFAENT BUT N07 LESS THAN 30"X22-. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH :TRUSSES 1251,2'X54"SIZE? 9 TEMP£REO SAFETY GLASS 11 ;HALF WAt;., HEIGHT AS NOTED ib TU&SHOWER COMBO 16 SLIUElNELECTRICAL RANGE WrIY.Y.Jb AND MICROABV. VENT PER hL1NUFACTURER'S WRITTEN iiNSTRUCTIONS WALL OF ADJACENT ' UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION ....__ WALL OF ADJACENT 5 9 4'-8' 3' 7 t 5 4 UNIT. SEE COMPOSITE r .... ....._ �- ..... ...... DRAWINGS FOR .� 10, Q:. 9'S' LOCAT'ON .. -. 19' E` WMW SECOND FLOOR PLAN ELEV `A' 2-' 1/4" .1' 0' AT 22X34 LAYOUT try', 1 0" AT 1 t' X 17' LAYOUT R WALLOFADJACENT WALLOFADJACENT UNIT, SEE COMPOSITEE UNIT, SEE COMPOSITE .� DRAWINGS FOR DRAWINGS FOR LOCATION LOCATION --- WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION _.. ......... ......... _. .......... .... ............................... cz T O �___......___ __..._............._.J ISSUE DATE: FLa.y, 05.09.2022 FOR - REVIEW R 9..3. . ..2- VERIFY —_ ._ .._...._� . _ -31r2' 10'-01 v'-a 112' :: LOCATION REVISIONS: ._—__._.-.._..-_..._.__...._.. ..... ... _ ,-' PATIO SEE COMPOSITE — _ D AWENG OR R SF .._ ..... : 471,2' 8'-107;2' 6'-2 .; LOCATION — ...._ .. .__ -... ,fill 5G D. 30a'1 SH 3050 5=fi .:.. . SEE OPT ATRIUM DOOh .- ON 5HE T 1 r FL 1 1 1 ----- -._.... _............. __._ ._.... .................. . FAMILY RM _._..—_._...... _........ __; .__.._i.. .................. _..._.._....... ... _ These drawings are the 9'•1• CLG, property of Starlight Homes and are not to be utilized for construction, or 9'-21 s 1rz 3-6 1. copied in part or in whole SLOPING - - -.-- � GARAGE C 1. ]ENTRY 9'4" CLG. SOFFIT, SEE ti EXTERIOR ELEV �I 2'-1 1i2" .-M0 ECTICNAL PORCH 1tI WALL. 7F ADJACEN ( 8 0' .. I' 9 7.2 1 t G 0" 1 2 t.'. .. . UNIT, SEE CGMPO 1TE ! +`. _—_ .._— ......_ .__.r ..r WALL. OF ADJACENT DRAWINGS FOR 71 i sT-t" UNIT, SEE CfMdP'OSRE .._—_ ____ .._... — + DRAWINGS FOR LOCATION-- 71/' 19"2 ,F7 IP'LOCATION FIRST_ FLOOR PLAN ELEV 'A' :A _ V-0' AT 22'X34' LAYOUT 175 _ 1 0" AT' i' X i7' LAYOUT without permission from the builder. ;c-> 2c'22 Starlight Homes LAST REVISION .............1 1 1 _........._............._._.......... 4 66 DISHWASHER DISPOSAL MICROWAVE SERVICE PANEL — SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'A' 1/4" . 1 -0' AT 22'X34' LAYOUT 1 *-G' AT I I— X 17' LAYOUT NOTES' LEGEND: P ROVI: DE GROUNDING ELECTRICAL ROD PER LOCAL CtJDES. • PROVIDE AND INSTALL ARC FAULT CIRCUIT INTERRUPTERS (AFC3) AS REQUIRED BY NATIONAL ELECTRICAL ODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. — — — — ------- — . ..... .... . . . .................... IF-- .�Al ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. . FANt'GHTS IN WET.'DAVP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET 08 DAMP LOCATIONS,' .. . ............ wAkl, .—F. 0 W�Ill.l— 1�.' ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS THE CONTRACTOR RACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND COQ DETECTORS AS REQUIRED BY E NATIONAL FIRE PROTECTION SSOCIATION INFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT CIRC -UIT4NTEqRU-TERS IGFIf AS RFOUIREC By NATIONAL ELECTRICAL ------- CODE (NEC i AND MEETING THE REQUIREMENTS' ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK--')PS/CUTOFFS. WVAC CONTRACTOR TO VERIFY THERMOSTAT LOICATIONS, . . . ................... — ------ ALL ELECTRICAL AND MECHANICAL EOUdPMENT:FURNArES. AIC UNITS. ELECTRICAL PANELS. SANITARY SUMP PITS, I —TEA �TZxi DRAIN TILE SUPAP. AND WATER HEATERS; ARE SUBJECT TO RELOCAT;ONOUE TO FIELD GONErriONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS ...... . .... -------- .6 PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND G02 DETECTORS. UNITS MUST BE HARDW!RED.IN'TERCONNECTED AND PROVIDE BATTERY BACKUP. z 0 WP`GFI A,;G COND. At -4 —0 WPGFI Tv� . . ..... . ...... > -`7 'a: RECI Pump. 0TO LIGHT,' IF REQ. •SWITCH. 30A EI EC ABOVE WATER HEATER KEYLESS\ C Fl DOOR OPENER SERVICE PANEL SIZE AND LOCATION PER BUILDERS SPECIFICATIONS AND LOCAL CODE' S i ELECTRIC METER . . . . . ...................... . ........................... . ........... . .... .................................................... . ........ .NOTE: EXTERIOR IN P OUTLET REQUIRED NEAR AC CONOENSER,NOT SHOWN) — -- ------ ------- . . .. . . . . . .............................................. ... --- .............. . ........................................... . ....... 11I RST FLOOR PLAN 'A ,)F .11 11111— — ., 1/4' m l'-(r AT 22X' A' LAYOUT I -(r AT 1 I"X 17' LAYOUT TELEPHONE' TELEVISION SERVICE BOX These drawings are the propeq of Start rIt '9 Homes and are not to to utilized for constructionv or copied in part or ;In mole wboul Permission fro. the bui'der. v2022 Starlight Hones LAST REVISION ........ .. ... LAST SAVED BY: GENERAL FOUNDATION NOTES: THIS PERIMETER DIMENSION PLANHS FOR DIMENSIONAL INFORMATION ONLY. SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. SLOPE GARAGE FLOOR VS' PER FOOT TO GARAGE DOOR OPENING, VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS _)4LS RNISH GRADE SHALL PROVIDE POSITIVE DRkNAGE AWAY FROM BUILDING. REFER TO SL REPORT FOR ANY SPECIFIC REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. PLUMBING FIXTURES. VENT LOCATIONS, ETC. ARE APPROXIMATE, CONTRACTOR TO VERIFY COUNT AND LOCATION. VCR$Fy THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC- -VERIFYALL 0008 THRESHOLD HEIGHTS TO HARD SURFACES. 7 314"MAX AT INSWING DOORS. Typ STOOP AT INSWINGSLOES DOORS: 36'DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP RESISTANT FINISH. FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECTTHE WATER HEATER WITH I'DiA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. T. WCIODCONJTACNGCONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION To GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD, SET ALL EXTERIOR WALL SILLS IN MASTIC, REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND ........... . . ....... . ........ . . . ........... I ............... . ... . F I LINE OF SLAB ABOVE F2- - TiWE6fFFRAMED WALL ABOVE LOT 19. 5-4 IQ' 10' o" I I PATIO SLAB jjI oa 4- 'uRe AT EXTERIOR L GARAGE WALUS, SEE STRUCTURAL f If _1 _FI PORCH SLAB ..j 8 4" REINFORCE PER LOCAL. 1,2- 11 .7* V�7 1,2­ CODE AND ENGINEER'S -71- ,.",SLAB PLAN . ......... SLAB .... ......................... ... .... ........ - . ....... ......... ..... .. .................. . . .............................................. . .. . ....... ------ - 114" - V-0" AT 22"X34"LAYOUT 1;8"::: V-D'AT I 1"XlTLAYOUT 1112- FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS FEEER cm REVISIONS: These drawings are the, property of Starlight Holies and are not to be utilized for construction, of copied in Dart c, in whole without permission from the bujidpr, 2022 Starlight Homes LAST REVISION .. . ............ . .... ... ... WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD SI DO PARTITION 7X5 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND I . . ..... ...... - . . HOUSE TO GARAGE FIRE SEPARATION, GARAGEMOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1--GYPSUM BOARD, GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL ,- BE PROTECTED ---,-IWITR - ONE111 LA - TYPE 'X- GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3Z SOLID CORE DOOR OR APPROVED x MINUTE RATED DOOR ......... . ....... 3 BENEATH STAIRS AND LANDINGS. 11- GYPSUM BOARD ON WALLS AND CE)UNG OF ENCLOSED ACCESSIBLE AREAS 8 - ATTIC ACCESS LARGE ENOUGH. TO REMOVE LARGEST - PIECE -f6l' EQUIPMENT BUT NOT LESS THAN 30"X22', FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER. VERIFY LOCATION AND SIZE WITH TRUSSES (25 12-XS4- SIZE) . .. . ---- 9- imp.Ep!D S-A-F-E.T-Y- GLASS. HALF WALL. HEIGHT AS NOTED 14 TIJB-SHOWER COMBO 16 - SLIDE -IN ELECTRICAL RANGE W,'R-)OD AND MICRO ABV, VENT PEA MANUFACTURER'S 7WRITTEN INSTRUCTIONS 5'-10' 3-10- 4'-B 1121 BED 2 BED 3 E G r E &S 'EGRESS 3050S4 I 305P S1-i 2 WALL OF ADJACENT .. . .... .. 7-�:—.-'�.---" 51-9* WALL 04: ADJACENT UNIT, SEEOfAPOSITE UNIT, SEE COMPOSrrE C DRAWINGS FOR DRAWINGS POR LOCATION LOCATION 7 112" SECOND FLOOR PLAN ELEV'K' -' 1;4- = 1'0- AT 22-X34LAYOUT lig" = 1'0- AT I I'X I Ir LAYOUT FL 4.a .......... . . . . . . ... ........................ 2- ENTRY FFT, SEE EXTERIOR ELEV 2o4o:SH Z 5 VZ 3' 1.2' . ....................... L PORCH 8070 SECTIONAL ­7L WALL OF ADjACE-lVT • . ... . .. ... b'A,"TL OFAD�ACENT UNIT, SEE COMPOSiTE Uti 'S i COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION LOCATION 7 1 r.- 1!2' FIRST FLOOR PLAN ELEV'K' 1;4 I'D' AT 2-'X,,4' L.AYC;..;T 1;8 1 X 17- LAYOUT REVIEW REVISIONS: r a r -- — ------- - v . J . . .. . ... . .......... ........... ........... ............ ........ . . M .. .......... ............ . FAN AS REQUIRED PER �A M STATE AND _71 LO,:)ALBUILDNG CODE 41) OF, 16 j 0V v t 8 IIJ .... . ..... STANDARD ELECTRICAL BOX HEIGHTS TOLIGHT/ SWI T__ H BELOW KEYLESS .... . ..... . ...... ....... . . ..... LICHT IN NG .. . .......... iY ;j s_O [(bf 0 wpO FI@ A,GC ONO, z MC iHS ... . ..... ..... WP!GFI ... Ie Mvl 7"Aniflt I nl� 110TV fi F Wil 0 -7 --DISHWASHER DISPOSAL ... .. . . ...... ... .. J M"GROWAVE OR 0:: i SERVICE M . . ... ...... PANEL TO LIGHT! SWITCH [c] IZ REC. PUMP, CL to Rao ABOVE G IF 30A, ELE(­ SERVICE PANEL r WATER HEATER SIZE AND, LOCATION p PER BUILDERS j SPECIFICATIONS AND LOCAL CODES; ELEC TRiC METER . . ......... . TELEPHONE' TELEVISION SERVICE BOX 999 tA KEYLESS 11 G-t DOOR' OPENER wl`rGFI SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN K "4"= 1' 0` AT 22X34'LAYOUT I'-<r AT I I' X I-,' LAYOUT NOTES: LEGEND: . . ......... ........... ...... PROVIDE AND INSTALL ARC FAULT CIRCUff-NTERRUPTERS (AFC.) AS REQUIRED BY NATIONAL ELECTRICAL ODE iNEC)AND MEFTNG THE REOUmEMENTSOF GOVEPN!NG CODES..tnxrc:sn ALL t, Lft,'A ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAWLIGHTS IN WET;DAMP LOCATIONS SHALL BE LABLED -SUrTABLE FOR WET OR DAMP LOCATIONS.' ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY . .. . ......... . . ..... . . .................... . ....................... NATIONAL FIRE PROTECTION ASSOCIATION (NFPA; AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, . .................. .... . ........................... .. .. ...... PROV,. DE D INSTALL GROUND FAULT CIRCUIT INTERRUPTERS (GR)ASREQUIRED BY NATIONAL ELECTRICAL CODE {NEC} AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. . . . . . ........ .................. . . ..... ...... .. . . . .... . . ............... . . !­P­ ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT R:)OK-jPS,CIjTOFFS, H VAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS TN ALL EL CTRICAL AND MECHANIC AL EQU I PME N T /FURNAC ES, A.,G UNITS, ELECTRICAL PANELS, SANITARY SUMP PiTS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SLBLIECTTO RELOCATION DUE TO RELD CONDITIONS. .... . ............... . . .. . .. .... . ... .. . ................... ..... . - ....... ........ PROVtDF POWER, LIGHT AND SWITCH AS AFORARED FOR ATTIC F: PER CODE AND M.ANOPACTUREFIS .4ttN.- . ... . . . .. ..................... ................ . ....... - -_-_--- - - - -- PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. HBO EXTERIOR W,POUTLi Ri. . . . . . . . . . . ............. .. ... .... _ .............. ... . .. UI D NEAR k`CCONDENSER (NOT SHOWN) . E ­­­­­ . . ................................................... ... .... ...... I ............ ­­­ .......... "�1FIRSTFLOOR PLAN W__ \1 _ 14'- 1 -0AT 22"X34' LAYOUT 1'e' AT I V X 17' LAYOUT ISSUE DATE: 050 2022 FOR . ...... .. ......... .... . ... .................... ... ... ........ REVIEW REVISIONS: These drawings are the property of Starfght Hares and are not to be utilized for construction: or copied in Dart or in whole without permission from the buflder. ZI 2022 starlight Homes LAST REVISION LAST SAVED BY: . .. . .............. ..... . .. GENERAL FOUNDATION NOTES: THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING TYPICAL. SLOPE. GARAGE FLOOR 118'PER FOOT TO GARAGE DOOR OPENING, VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. REFER TOCIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPOR r FOR ANY SPECIFIC REQUiREMENTS REFER TO STRUCTURAL DRAWINGS FOR HOUDDOWNS, FOOTING DETAILS. CURB THICKNESS. AND INFORMATION NOT SHOWN ON THIS PLAN. PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE CONTRACTOR TO VERIFY COUNT AND LOCATION. VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS. WATER OR ELECTRIC, VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3'4"MAX AT INSWING DOORS. TYP STOOP AT:NSWINCLSLIDER DOORS:36"OEEP BY THE W*THOFTHE DOOR SERVED, MINIMUM. {PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3' DIA CONCRETE FILLED STEEL EEL PIPE EMBEDDED INTO CONCRE TE FOOTING WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED 08 FOUNDATION GRADE R FD1NOjD, SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND - - - — - - - ---------- ........... . . 111 ...... . .. . . ..................... F2 .LINE OF FRAMED WALL ABOVE, Im -3 lz to cr 7-4 tir q PATIO SLAB oa MAIN SLAB EXTERIOR WALLS ARE DIMENSIONED TO IOUTSiDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. ..... . . . ..... ...... ........ . . �NOTE:.GRADE] 1 VERIFY ALL GRADE UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS ;PRIOR TO POURING: Ig OF CONCRETE. 8—, URS AT EXTERIOR FOUNDATION WIDENS GA RAGE WALLS, SEE AT SITE SPECIP 1 f STRUCTURAL Ji CONDITIONS 1, 3 , PORCH SLAB . ......... . 'I RENFORCE PER LOCAL; CODE AND ENGINEERS: �74 . . ..... . .. — - -------- SPECIF:CATIQ44S SLAB PLAN 'L* . . .. .. ............ . . .... ................... 114- = 1"-Or AT 22-X34- LAYOUT I I'-G'AT I I' X I r .. LAYOUT CD 0 ......... . ...... . ... ... ....... ISSUE DATE: 05.09,2022 FOR REVIEW .................... ... .. . . .. . ..... - . . ......... ... ........... — REVISIONS: These drativings are the property of Starlight Homes and are not to be utifized for constructiolT, or copied in part or in whole without permission from the builder. , 2022 Starlight Homes PIECE N � 0ASjil. 41i,1041 LT SIAVED.B . j vJ 4 G ape .. 4 i X Ljr) i z 1 LU cl) _3 a. 0- 1-- co 0b 0 U) WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X5 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN ........ ... _.I.........._........_.. BRICK VENEER STUD WALL BELOW HEIGHT AND STUD Sir-- AS NOTED FLOOR PLAN KEYNOTE LEGEND . . . . . . .. ...... ..... ......... . . .... ..... .. 1 HOUSE TOGARAGE FIRE —SEPARATION, GARAGE;HOUSE SEPARATION-ATVIERTI.CCAL SURT-ZFS 6iALL BE PROTECTED WITH ONE (1) LAYER I!2" GYPSUM BOARD, GARAGEA-CUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5,tTYPE'XGYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE I 1r SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. IR"GYPSUM BOARD ON WALLS AND CE FLI N6-0—FCNCLOEF6D7 ACCESSIBLE AREAS a XTI 10 ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUI PM rN r BUT NOT LESS THAN 3a'=" FIRE RAR-DAGGESS AS NOTED ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 112-X54- SIZE) 9 . . . . ............ ­­ . .... . .............. TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SUDE-tN ELECTRICAL RANGE W,HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION WIC -F L 4, 5t WALL OF ADJACENT 6-6 1,,4 UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 3050 SH ' EGRESS OWNERS BED W-1"CLG, O BA I'A t tOd L<r . .. .............. . ".466 7 l,2--1 5'-5 112- 3--2 �w DN..�7 12468 ..... ...... ... ... q Fr ....... ... . 8 HVAG + -00 'A2ro VANITY 1, B2�3 81-11" cL. El N WIC t. 2468 111" 4'-8 12' 3'-101 V-101 .... ... ........ BED 2 BED 3 W-l" CLG, -11 JI E2tE24j EGRESS 30 9H WALL OF ADJACENT 7 10" 2 VA01 UNIT, 6 ()SITE ..... . .............. ... WALL OF ADJACENT -6 1 1�1 1, UNIT, SEE COMPOSITE Z' .......... -.1-11 ... .... ....... .............. ......... . DRAWINGS FOR DRAW N 'B`;�Np 9 LOCAII -_a- CATION SECOND FLOOR PLAN ELEV'L' 1!4'=IG" AT27)(34-LAYOUT ills", I - TAT II'X'7'LAYOUT REVIEW ­­­­.­ ....... ..... .................................. REVISIONS: FL49J. . . .... .. .. . ... . ............... . ............... . ..... 2- .. . . . ........ VERIFY "I V21 1011171 9-4 V2" LOCATION . .... . ......... . ............. . ................. . .. IN FIELD - - -- - -­­-­------- ------- . .... . WALL OF ADJACENT PATIO WALL OF ADJACENT ..... .. . .... - . . ....... ........... .. .. ........ ..... Nt SEE COMPOSITE DrAWINGS FOR 4 7 1,'Z" Alr f UNIT. SEE COMPOSITE DRAWINGS FOR These drawmqs are the LOCATION �SH 305-14-1-1 'LOCAT*N property of Starlight ............... . ... Hornes and are not to tio T ATRIUMutilized 00N for construction, or SHEET I FL 1.9.1 in par t or in whole without permission from FAMILY RM the builder. : 2022 9' 1 CLG. r Stall' ht Homes LAST REVISION 2'-6 112 9'-S 1,2' --JT -.4-4 dVr 2868 LINE OF Uj HANDICAP ACCESS PDR CLIPPED CLE, OC'4 , 0 1*0 qLG. , KITCHEN REF P ­­;iJ .... .... .. ............ 6 4- WALL HT r0m t WH ........ ... ........ . .... .42 2868 xtii Uj Ob 0 GARAGE 01 U. - ENTR Y 9'"V'CLG. SOFFIT, SEE EXTERIOR EL-c.( I i'T 20 a SH 7-5 12- .. . .... . .... Il 8G70SECTONAL PORCH Ili . . . ... . .. . ........................ ...... WALLOFADACENT UNIT, SEE COMPMTE 71 01 . . ...... . .............. 6-0- !1 -Z-1 WALL OF ADJACENI . . . .... . . . ....... . ..... ....... DRAWINGS FOR LOCATION . . .... ......... . . . . . . . .................................................................. ..... ­ . . . .. ...................... IT, E OM'..' ,,1 SEE C E C RAWINGS FOR ..... . ....... . . ...................... - .............. ....... .. . - .......... 4 LOCATION SHEET NO, FIRST FLOOR PLAN ELEVU .......................... - ----- - . .................... ........ . ... 114= 1 AT 22X34'LAYOUT va I O'AT I V X 17"LAYOLIT FL 1.9 .......... . -0' ;l- T 20, 0 Z Z 0 WPIGR 0. AIC COND. WP11QFI . . . ................. . .. . .. . ...... ATV I'AN AS REQUIRED PER STATE AND LOCAL BUILDING K4,-, j CODE DISHWASHER GFIi LI 't) 3k Dtsp OSAL Y Z5 q MICROWAVE GO SERVICE n PANEL Si' q E RED P [C. TO LIGHT,' STANDARD ELECTRICAL BOX HEIGHTS , . . .... SWITCH ABOVE 10 LIGHT, 30A, ELEC. SWITCH BELOW WATER HEATER KEYLESS _�JGHT IN T - - - ------- --- -- C, L-- KEYLESS ....... ... . . . . .......... . ........... ..... ........ 'GFI DOOR OPENER - — - ------ --- ---- - -- ----- - W .ai WP;oF1 etl 432 SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN - L' 114"= I'D" Al 22-X34'LAYOUT 1'0" AT I 1"X 17LAYOUT NOTES: LEGEND: PROVIDEGROUNDING ELEQTnICACIR�DPER LOCAL DES PROVIDE AND INSTALL AR'- FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL . . .................. . ..... . ED . . ... .. .................... . . . ... ... [Icar4A 1. F.ILIWI rAN C ODE INEC) AND MEETING THE REQUIREMENTS OF ALL GOVEqNPNG CODES. . . . .... ............... .. . ..... . . ... . ... ..elxn.. .... ........... ........ .. ... .. .... -- - - — - - -- ------ ------------ - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. ��kvrn wmm%f R. ��WVA—N-E. — - - - — — --- - ------------- -- - ------- FAWLIGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED'SUiTABLE FOR WET OR DAMP LOCATIONS ��Tm W., ftA RP ......... ..... ... . ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE <1 —F -1; 1- —1 IF L1. I CONTRACTOR SHALL BE RESPONSIBLE FOR PqOPER INSTALLATION AND PLACEMENT. PROVIDE. AND INSTALL LOCALLYCERTIFIE0 SMOKE. DETECTORS AND CO2 DETECTORS As REQUIRED BY . . .... ---- ... . ........ ... - — - --- - -- - - -- ------------------ - m -,Ulf .......................... . .............. . . .............. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. F—IT F- T(I rxlerras?I .A, vE PROVIDE AP40 INSTALL GROUND FAUL T CIRCUIT INT E9RUPTERS (GR t AS REQUIRED BY NATIONAL ELECTRICAL . .............. . CODE fNEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. . .... ...... .. . . . . .... Fi ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS,1CUTOPF S. ... ..... .... ... ........... .. . ......... . . . . ... . ...... J HVAC CONTRACTOR TO VERIFY THERMOSTAT! OCAT:ONS, 2 r-t—'swic. ALL ELECTRICAL.. AND MECHANICAL EQUIPMENT (FURNACES. Aic, UNI I S, ELEC rRICAL PANELS. SANITARY SUMP PITS, ........ . ....... 1.1W FNI`w . I .. 'DRAIN TILE SUMP, AND WATER HEATERS; ARE SUBJECTTO RELOCATION DUE TO FIELD CONDITIONS. - - ------------ . . . ...... ....................................... ArI .. . .. . . . ...................... .. .. . . . ... ... .... .... PROVIDE POWER. LIGHT AND SWITC _a_- R HASRc IRE.0 FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S T- ..... .. ... PR VIDEANDINSTALLLOCALLY CERTIFIED SN11OKEDETECTORS AND CO2 DETECTORS. UNITS MUST BE 0 HARDWIRED, AND PROVIDE BATTERY BACKUP. ... . . .. . ..... HB NOTE EXTER%:OP, W.P. OUTLET REQUIRED NEAR AC CONDENSER ;NOT SHOWN) FIRST FLOOR PLAN 1 0' AT 22-X34"L.AYOUT 1'0- A r I I' X 17'LAYOUT SERVICEPANE- SIZEAND LOCATION PER BU LDERS SPECIFICATIO14S ANDLOCALCOCES,' ELECTRIC MLP-.,R TELEPHONE, TELEVISION SERVICE BOX ISSUE DATE: 05.0 2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be, utilized for construction, or copied in part or in Mole without permission from the builder. - 2022 Starlight Homes GENERAL FOUNDATION NOTES: ­.__..._1_­._____ .. . .. .......... ................... - ------ .... ........... . .. -THIS PERIMETER DIMENSION PLAN is FOR DIMENSIONAL INFORMATION ONLY. SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING -'TYPICAL. SLOPE GARAGE FLOOR 1,*8'PER FOOT TO GARAGE DOOR OPENING, VERIFY CURB CUT SLOCKOUT WITH GARAGE DOOR MANUFACTURER. REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR HOLODOWNS. FOOTING DETAILS. CURB THIC"4ESS, AND INFORMATION NOT SHOWN ON THIS PLAN. PLUMBING FIXTURES. VENT LOCATIONS, ETC, ARE APPROXIMATE, CONTRACTOR TO VERIFY COUNT AND VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS. WATER OR ELECTRIC. VEKFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 334' MAX AT INSWING DOORS. TYP STOOP AT INSWING'SUDER DCORS:36" DEEP BY THE WIDTH OF THE DOOR SERVED. MINIMUM. fPER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP RESISTANT FINISH. FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3'01A CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDW(.10D., SET ALL EXTERIOR WALL SILLS IN MASTIC, NSA= Is • A FOUNDATION KEYNOTE LEGEND Ft LINE OFF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE 9-4 1,2' 10"0" 3 PATIO SLAB 0 T MAIN SLAB EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE REAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. IVERFYALLGRA.E LOCATIONS ALT1A31IA- e 'BEAM UNDE "f .D L PRIOR TO POUPIK; 1 1 REARING WALLS OF CONCRETE. . . . . ... . .............. 1E 11 -10 V2' T CURB AT EXTERIOR GARAGE WALLS SEE ,.STRUCTURAL PORCH SLAB 8 4" REINFORCE. PER LOCK CODE AND ENGINEERs: SPErIFICAT I ON S SLAB PLAN 'B' l,4'- 1'0AT 22'X3.- LAYOUT 1!8" V-0' AT I V X 17" LAYOUT FOUNDATION WIDENS AT SITE SPECIFIC These drawings are the, property of Starlight Homes and are not to be utilized for construction, or co pied in part or in whole without permission from the builder, 0 2022 Starlight Homes LAST REVISION X"�'\ PW cat x L0 _j (n. M ©p 0 J WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION DRYWALL OPENING HEIGHT STONE VENEER AS NOTED ON PLAN BRICK VENEER S . r UD WALL BELOW HEIGHT AND STUD WE AS NOTED FLOOR PLAN KEYNOTE LEGEND .............. 5K G -).. SE SEPARATION AT VERTICAL SURFACES SHALL BE --HOUSE TO GARAGE FIRESEPARNTIi I, ARAGE)HOUSE :PROTECTED WITH ONE (1) LAYER Ilr GYPSUM BOARD. GARAGE'HCUSE SEPARATION ION AT HORIZONTAL SURFACES SHAU.. BE PRO I ECTEDATH ONE Q) LAYER.�EIYPE . . . ............... . ........................ . ............ 2 ;HO'..,SE TO GARAGE COOK SEPARATION. PROVIDE 1 316- SOLID CORE DOOR OR APPROVED 20 MINUTE ':RATED DOOR — 3 ;BENEATH STAIRS AND LANLINGS. V2* GYPSUM BOARDCA WALLS AND CEILINGOF ENCLOSED iACCESSIBLE AREAS 8 C ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH ' `TRUSSES (251,1XSr SIZE) ............. . .... .. ............ - - - _-- . . ........ . .............. . . . . . . .. ... ............. .. .......... ............. TEMPERED SAFETY GLASS ........ . .. . ....... .............. II HALF WALL, HEIGHT AS NOTED .. i..� IN ............. .. . . . ......... . .. . ............... . . . . . ..... --- 1TUSSHOWERCOMBO . .. . .......... . - 16 :SLIDE IN ELE-rTRICAL RANCE W/ FOOD AND M;GRO A13V VENT PER MANUFACTURERS WRITTEN iiNSTRUCTIONB . .... . . ....................... -9" WALL OF ADJACENT —1 12* - UNIT, SEE COMPOSITE 2 3W DRAWINGS FOR . . . ..... LOCATiON 3 3050 SH 050 SH I, 'EGRESS OWNER'S BED W-11"CLa m WIC 8*-I"CLG VERIFY LOCATION -41,7 Ir 31 - IN FIELD . . . . . . .... . .................. 4 .. . ... . ... ............. WALL OF ADJACENT WALLOFADJACCNr WALL OF ADJACENT UNIT, SEE COMPOSITE UNIT, SEE COMPOSITE PATIO UNIT, SEE COM;1OSr DRAWINGS FOR DRAW.NGS FOR KC DRAWINGS FOR LOCATION LOGATEON 6 2' 112" 4'-7112' LOCAT-.CN 36ce_Hs.o. SEE OPT ATRIUM DOOR: O. BA 101-4 V2 2�4 1,7 ..... .... . ................ . .. . . . ................. ........ ... . . ..... . .... . 24&8 i DN 66A 10 HVAC _8 pc v VANITY 2'3 LGI, WIC ...................... . ..... . . ............. . ... ........ . ... ...... .. ..... ....... . ...... . . ............. .................................. . . ..... ................. BED 2 T-l" CLG, BED 3 8--l" CLG. L EGRESS'EGRESS A aoSzksHS)iSH WALLOFADJACENT 7',VY WALL OF ADJACENT .. . ....................... ... ....... ...... . UNIT. SEE COMPOSITE UNIT, SEE COMPOSITE 9 81 1."1. DRAWINGS FOR .. ....... . ... .. . ....... DRAWIN13S FOR LOCATION LOCATION 19, -T ----------- 7 V2- 7117-1 SECOND FLOOR PLAN ELEV'13' 2 ­/ 1,14- 1'-T AT 22'X34- LAYOUT 1,13. 1'0' AT I I' X 17' LAYOUT :ON SHEET 1 � FL 1 �2.11 ........ .......... .. .. .. . . . . ... ...................... .. . FAMILY RM 9, ill OLD. 3-6 1;2- q 1 2': 6 V'2 9.9 V� 2- 6 V'2 .................:......a....__...._._......--_.......--_ L16 j1!2 LINE OF• on HANDICAP CLIPPEDOLG, p 2865 ACCESS KITCHEN M i 16 i 7REF . . ..... ...... 6 -4' WALL HT. WH i: 71 IV ENTRY ti GARAGE 1171 SOFFIT, SEE EXTERIOR ELEV PORCH WAI_L.?F,,A,,.1A NT !1,,.,1 6-0111 "lIq vz' WALL OF ADJACENT UNff. S C % "I ... . . ...... . ............................. e ..... . .... U IT, SEE COMPOSITE. DRAWINGSFOR .......... ...... . ....... . . .. ...... ........... ......... ........... . . ......... ... CN RAWINGS FOR LOCATION 7 1f2- ..FIRST FLOOR PLAN ELEV'13' cz 0 .......... . .... . . ..... . ................ .......... ISSUE DATE: 05,09,2022 FOR REVIEW . . ... ........... ...... .. - ...... ..... I ­­ ............ REVISIONS: These drawings are the property of starlight Homes and are not to be utilized for construction. or coped in part or in whole without permission from the biji'der. 2022 Starlight Homes LAST REVISION ............. L 6f M TV4 FAN AS REOUi R ED PER STATE AND LOCAL BUILDING CODE GF1 "VP KEYLESS Ll STANDARD ELECTRICAL BOX HEIGHTS TO UGHTT — — ----- - BELOW KEYLESS LIGHT IN, ATTIC SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS NOTES: PROVIDE AND INSTALL ARC FAULT CIRCUIT INTERRUW1 ERS (AFGI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAWLIGHTS IN WETZAMP LOCATIONS SHALL BE LABLED'SUITABLE FOn WET OR DAMP LOCATIONS' ELECTRICAL - SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS As REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALLGOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRC-nr INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC! AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED D!RECT HOQOK-UPSiCUTOFFS. H.VAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, AC UNIT.-. ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CO NDTIONS. PROVIDE PLWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANLIFACTURER-S PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS UN[TSMUST BE HARDWIRED. INTERCONNECTED AND PROVIDE BATTERY BACKUP, LEGEND: ..... . ..... ..................... .. . . . ............ . . . .............. ... ... .......... . F—Y SECOND FLOOR PLAN'B' ... ... . ................. . ---1 -.1.1 1 ....... . . ........ . ............................ . 1,'4V-0' AT 22"X34'LAYOUT tit W AT i VX 17'LAYOUT LKI`� I I —Him ......... . ... ... u c--. —'>4 .—T, LGNT I.-G6ir`E EL .YOB Eu! ....... .... .. .. .......... .......... .... .. . . . . . . ......... . .... . . . . ....................... ........ . . . ............ ........ 17 .......... . .. ................................ . ................................. ---------- --- - L-V SERVICE PANEL SIZE AND LOCATION PER 62 fl-DERS SPECIFICATIONS AND LOCAL CODES! ELECTRIC METER TELEPHONE, TELEVISION SERVICE BOX Z 6 wr.,GR @ COND. kc WP"GFI . ...... .... 4; )hTv GFI' tf , ko TO LIGHTi 1C, -Qo----REC PM- cz SWITCH RiG. ABOVE IF 2T 30A i. E� WATE14H, HEATER x'KEYLESS 'CEILING, GR DOOR OPENER WPrGFI .. . . ..... ...... - -- --------- .NOTE EXTERIOR W POUT LET REQUIRED NEAR Air CONDENSER.NOT SHOWN) FIRST FLOOR PLAN'B' 9,'4'= 1'U" A r 22'X$A- I'-O'AT',I'X 17LAYOUT DISHWASHER DISPOSAL MICROWAVE SERVICE PANEL REVISIONS: These drawings are the property of Starlight Homes and are notto be utilized for construction, or copied in part or in whole without permission from the builder, ) 2022 Starlight Homes LAST REVISION I .... . ....... LAST SAVED BY. . . . . .... . ........ GENERAL FOUNDATION NOTES: THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING . TYPICAL. SLOPE GARAGE FLOOR 1%E' PER FOOT TO GARAGE DOOR OPENING. VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFI.^ REQUREMENITS. REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS. CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN, PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS. WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 34" MAX AT INSWING DOORS. TYP STOOP AT INSWING.'SLIDER DOORS: 36' DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 7020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. FOR THE USE O' EXPOSED GAS WATER HEATERS IN THE GARAGE. PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD SEIALL EXTERIOR WALL SILLS IN MASTIC. FOUNDATION KEYNOTE LEGEND F1 L NE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE I1 M .NOTE:, EXTERIOR WALLS ARE DIMENSIONED 30 i :OUTSIDE FACE. GRADE BEAMS AND APPLIANCES j tt6 :ARE DIMENSIONED TO CENTER LINE. E _ <. VERIFY ALL GRADE NOTE LOCATED GRADE BEAM LOCATIONS UNDER ALL I CAD - PRIOR TO POURIN :BEARING WAILS GF CONCRETE. _.RIN-- ..... •. r11 2 T'412" 8'.7" FOUNDATION WIDENS __ b .-.E• w AT SITE SPECIFIC a CONDITIONS~.., f m: GARAGE SLAB REINFORCE PER LOCAL ODE AND ENGINEERS ; : .y ..SPECIFICATIONS ra' IB" CURB AT EXTERIOR GGARAGE WALLS, SEE 1STRL!CTURAL •—a—�- PORCH SLAB s•.o^ a' -a' .RE'NF:JRCE PER LOCAL! 8'-1' �171.2° ......11�7".._......_. 1'712 CrJOEAN6 ENGINEER'S t..__...--..__...__—.._._._.___..._..............T__.___....__.._...................._.._.. _ ............................... .SPECIFICATIONS 1 I SLAB PLAN 'N' ,1i VA- 1 -0 A1. X34' LAYOUT 119' - V-0" AT I I' X 17" LAYOUT s c� N .J f O Q ISSUE DATE: 05M,2022 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be : utilized for construction; 0= copied in part or in whole without permission from the builder. 2022 Starlight Homes LASTREVISION t..._.......... _......... ... . _ 0 111..1ijg4y SAVBY: cOO �.ico i N N O • • Di c .; x a W T J t!? J °- CL h" a 160 J WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND . ...... ........ .. — — --------- — . ..... I jHOUSE IOGARAGE FIRE SEPARATION, GARAOD'HOUSE SEPARATION AT VERTICAL SURFACES SH iPROI EC TED WITH ONE 0) LAYER 1/2- GYPSUM BOARD. GARAGEMOILISE SEPARATION AT HORIZONTAL ;SURFACES SHALL BE PROTECTED WITH ONE j 1) LAYER W TYPE "X'GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 319'SOUD CORE DOOR OR APPROVED 20 MINUTE --_RATED DOOR 3 STAIRS AND LANDINGS. 1/2'GYPSUM BOARD ON WALLS AND CEIUNGOF ENCLOSED ;ACCESSIBLE AREAS i----T . — _­ . .. .............. . ... . .... . C ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN i30"X22". FIRE RATED ACCESS AS NOTED, ATTIC ACCESS LADDER, VERIFY LOCATION AND 'SIZE WITH 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED . ............ . .. . ............. . . —--- — — ---- 14 TUBSHOWrR COMBO _ i .. . ..................... . . . . . . ............ . .... . . . . ... . .. ............................... ....................... . . ............ . . .............................. . .. . ............................. . ...... 16 ISLIDIE 'IN ELECTRICAL RANGE. W/ HOOD AND MICRO ABV VENT PER MANUFACTURERS WRITTEN INSTRUCTIONIS WALLOPADJAIENT UNIT, SEE COMPOSITE DRAWINGSFOR LOCATION WALL OF AWACE? UNIT, SEE COMPO DRAWINGS FOR LOGAT:OIN SECOND FLOOR PLAN ELEV'N' . . . . ........ ....... ___ . . ...................... . . . . . . ................... . .. ..... .. ____ . .. . ........ . - - - _ --__- _ -- I!4-,_V0' AT 22"X$4"LAYOUT 1:8' - I'LI" AT I I 177LAYOUT LET 22+ VERIFY 2 LOCATION IN FIELD...... ... . ................. F4 0 3rr . . .............. . ............ ............. . .......... — ---------- ........... .......... . .. . ...... . ..... . ..... W UNIT. SEE COMPOSITF,. PATIO ALLOFADJACENT DRAWINGS FOR LOCATION 4_ ................. 3050 SH GSa4 SG U. . . . . . . . . ......... SEEOPTATRIUMDJOR ON S.,EFT I f FL I'l I'l FAMILY RM 9'-I"CLG. vi 3.9"2, S-9 1;2" 2'-9 1,2' ....... .... . . . ............ ... .... .. .. . ............................. . .. .. . ... ....... . . ... . ......... ......... . .... 2S68 LINE OF CI 2wa HANDICAP ACCESS . ..... 8+-7' 'C LG. KITCHEN T-4- F , FE W w H I WH I WALL HT. ........... 70 ;. I GARAGE ENTRY T-l" CLG. T �CFFIT. SEE EXTERIOR ELEV PORCH 8C,10SECTIONAL 'LIL WALL OF ADiACENT -- -------- 6.x 8 . . ..... . .............. UNIT, SEE C ;OMP CSITE I DRAWINGS FOR .. . ........ .. ... .. . . .. ........... .... . .. . . _-- . .... .. . 7 1/z�l_ . .... . . .... ........................ . . . FIRST FLOOR -PLAN -E LEV V 1,4' m V�0" AT 22'X34' LAYOUT I "a' 1 0" AT I IX 17' 1 AYOUT Cz 0 . .... . ... .. . . .. . .. ............... ISSUE DATE: 05,M2022 FOR REVIEW ................. . . ....... -.- "I'll . ..................... REVISIONS: These drawings are the property of Starlight HoInes and are not to be Utilized for construction, or copied in part or in whole without permission from the builder, e 2022 Starlight Homes . . . ....... . LAST REVISION A— W.Y I X T SAVED ... . ...... ............... ?I • • C\I r • 0) '17 Oft% 0404 x LLJ 0._j iL F cr 0 ob 0 0 _j LL ELEVATION KEYNOTE LEGEND . ... . . ......... . .. ......... .. ... ..... . E2 --k—M—SONRY _FU_L_LSM_CJK AS -SELECTED BY DEVELOPER. HEiGHT AS NOTED E4 8-SOLDIER COURSE ES ROWLGCK COURSE E7 FYPON OR EQIVALENT LOUVERED VENT. S-!ZE AS NOTED ....... . ....... E9 CORROSiONRgStSTANTS-OFT,d,VALL COMPLIANTLASHING. CODE COMPLIANT FLASH.NG MUST BE ihSTAL.EJ AT AL ROOF NIIALLINTERSECTIONS E112-FIBER CENIEN7 SHAKE S:DING. PER DEVELOPER W., S,;4x4 CORNER TRIM BOARDS 63 FIBER CEMENT LAP SIDING PER DEVELOPER W15Mx4 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SQIWW,-,X3 BATTS AT 16'O.C. (VINYL BOARD AND SATT N S'DIN 6 _1 X FIBER CEMENT TRIM OR EQUAL, U O. SIZE AS NOTED JE17 FALSE WOO_0M.NYL2t2UTTERS. TYPE AS SHOWN, SIZE AS NOTED * =EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND Wi'OSE OPENING IS GREATER THAN 72'ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE W.NDOWOPEN'NG CONTROL DEVICES COMPLYING WITH THE FLOR:DA BUILDING CODE 7TH EDITION (2020i RESIDENTIAL RIGHT ELEVATIONN' 1,,4'- i'4:" AT' 22'X34' LAYOUT 18- - 1',0- AT 11- X 17"LAyok.7 LOT 22. FRONT _ELEVATION 'N' 1 f4' 1'-0' AT 22'X34" LAYOUT 1,S' m I'-G' AT I I' X 17' LAYOUT 99 R-E-XRELEVA0'N-- 14-1 C' AT 22X34"' AYOuT Ile, _ I'C,'AT 11'X 17' LAYOUT ... . ......... . ............... cm 0 C13 . . . ........... . ...... . .... ISSUE DATE: L,O,QR..PL 14T W 05.09,2022 FOR ELVIDW HTA REVIEW . . . . . . . . . . . ..... . . . ...... . ............................ - REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction. or Q.R F WN. FLIR., Copied in Dart or in whole witnvut permission from the builider. , 2022 Starfight Homes LAST REVISION 4f, FA 2N0-FL<)QR PL HT-.10 2NDILBOW HT„ -At" .,V _ND RILOO�RRNL.- F — IST-FL.VOW HT * pBQF1 -\� cq x M LUr Z 0 _j cf) CL F_ > ob 0 LLI . . ... . .... ........ ... .. . . ................. ------------ FAN AS REQUIRED PER STATE AND LOCAL BUILDING . . . ... ..... ........ .. .... CODE GFI H 220V vp 4=M . ....... . I I . . . . . . GFI,`1.. 4., STANDARD ELECTRICAL BOX HEIGHTS TO LIGHT' SWITCH BELOW KEYLESS LlGi4T IN ATTIC ........ . .. — - — ---- - - - -- - __ — - --- ---------- .................. . .. . .......... T.� ----------------- - - -T.a : , ---- - --- I SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS NOTES: LEGEND: . . ... PROVIDE GROUNDING ELECTRICAL ROG PER LOCAL CODES. ..... PROVIDE AND INSI ALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS RECTUMED BY NATIONAL ELECTRICAL ...... . ------ --- - ---- rsF M.v CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FAN' SHALL HAVE BACKDRAFT DAMPERS. FA,rLIGHTS.N WETDAMP LOCATIONS SHALL BE L"LED 'SUITABLE FOR WET OR DAMP LOCATIONS' ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY, THESE SYSTEMS SHALL BE ENGINEERED BY OTHER$, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT . . .. ....... ....... . . ... PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND C42 DETECTORS AS REQUIRED BY . . NATIONAL FIRE PROTPOTION ASSOCATfON (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ........ FROVIDE AND INSTALL GROUND FALI:-T CIRCIJIT�INTERRUPTERS IGFI) AS REQUiRED BY NAT:ONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OFALLGOVERNING CODES. ........ . ...................... . .. . .. ............. . .. . . ..... ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK UPS CUTOFFS. . . . . .. . . ..... .... ........... .... . - — ----------- - --- - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS ALL ELECTRICALAND MECHANICAL ECIjIFVENT,FURNACES, A/C UNITS. ELECTRICAL PANELS, SANITARY SUMP PITS, . . .... . DRAIN TILE SUMP. AND WATER HEATERS) ARE SUO.2ECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDEPOWER. UGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE ANDMANuFACTURERS PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITSMUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP, . . .............. .. . . . . .......... ...... .. ... . .... . .......... . . ...... . . ...... ... . .. ... .. ...... SECOND FLOOR PLANN \-::-' 1,4- = l'-T AT 22-X34'LAYOUT = V-0- AT I I- X 17'LAYOUT y. .... .. . . .... ......... N11 V—q P11-1 ........... .. . . . . ... ................. —,mwI 1 . . ............... ... ..................... . .. . . ... ...... ID y 11 ................................ . ..... ............. . . ................. Jai ELt4rLR4:?Ndi. T- ............ z WPIGR 6, 2­2 T i >A F;� ACC AC WP;GFI SERVICE PANEL SIZE AND LOCATION PER alll LDERS �Fjr SPEC - ATIONS AND LOCAL CODES I ELECTR;C METER TELEPHONE, TELEVISION SERVICE BOX h ,TV 7 70 OR, 4 't b F: ........ . .. 70 UGHTi i REC. PUMPuiw—^ , r, SWITCH .0 IF REQ, ABOVE 1A, ELLC, WATER HEATER /.EILING\ OR DOOR OPENER t,z H -0 —$HQ0- TE EXTERIOR WP 0 U-T--L F T REQUIRED NEAR CONDENSER {N T- FIRST FLOOR PLAN N I `- ` Ur = I'0- AT 22"X34'LAYOUT = I'O'AT 11- X 17LAYOUT D'94WASHE DISF,0GAL MICROWAVE SERVICE PANEL REVIEW REVISIONS: These drawings are the property of Starl.ght Homes and are not to be Utilized for construction; or copied in part or in whole without petmission from the Wider. 2022 Stan. ht Homes LAST REVISION LAST SAVED BY: 1:7 WIF16 ,011103 These drawings are the prrsp" of Starlight Homes and are not to be utilized for construction, or copied in part or in whole 1 without permission from the builder. J 2022 Starlight Homes LAST REVISION VSAVED�!a . • see I cv z Q CV a X � a J� LU ate: C6 W U. m a C .... . . . .......... . ........... . ...... --- . ... . ....... ISSUE DATE: 05M0 2022 FOR REVIEW .. . . . . .. ................. .. . ........... - REVISIONS* These drawings are the property of Stadight Homes and are not to be utilized for construction, or copied in part or in Mholo without permission from the builder. " 2022 Starlight Homes NOTES: REFER TO FIRE PROTEGTK)N SHEETS FOR ALL TYF€CAL FIRE PROTECTION DETAILS. REFER TO LARGER INDMDUAL 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 I WATER COWECTION SEWER CONNECTION FIRST FLOOR PLAN 8-PLEX . . ....... . ............. 1 -1-1-11- . . ... . . . ........................... 1/4- 1'0- AT ";-�X34' LAYOUT lie'= V-TArII"X ITLAYOUT [T TRANSFORMER 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDE WALK CD O ISSUE DAM 05,09,2022 FOR REVIEW REVISIONS: These drawings are the property ct Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the bui'der. : 2022 Starlight Homes LAST REVISION SAVED B . .. .......... UJI CY) v 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 DRAWIWS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS 598, FIRE PARTITION/ FIRE BARRIER LEGEND 2- HOUR DWELLING SEPERATION WALL (CVV�; WATER CONNECTION SEWER CONNECTION .1 z 191-81 FIRST . IFILOOR PLAN -8--PLEX .......................... .. ......... ... -----.......... ........... . .......... .V4" = V-0' AT 22X34' LAYOUT I'GrAT 11"X 17LAYOUT 'ALL SEWER GONNECMNS SIT BETWEEN STREET AND SIDEWALK 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, �- 2022 Starlight Homes LAST REVISION 'In-- --- --- -dAqT x U.) z -j 0- 0- 0 as 0:U. U. X BULDNOCOOE: FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) MINIMUM ROOF LOADNG: TOP CHORD LIVE LOAD: LESS THAN 4n2 PITCH 20 PSF 4N2 PITCH OR GREATER 16 PSF TOP CHORD DEAD LOAD: METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAY TILE 15 PSF (REFER TO NOTE 1) 1. BUILDER SHALL VERIFY WITH ROOF COVERING MANUFACTURER'S WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRS/SWING DOOR 30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1607A BOTTOM CHORD DEAD LOAD 10 PSF MINN" FLOOR LOADIND: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS_60 PSF STAIRS 40 PSF DECKS 40 PSF BALCONIES (LESS THAN 100 SF) 60 PSF BALCONIES 1ODPSF 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 23G24NCH OSB SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 21INCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD _5 PSF GUARDS AND HANDRAILS: CONTINUOUS LOAD SO PLF MAXIMUM POINT LOAD 200 Las IN -FILL COMPONENTS 50 PLF DEFLECTION CRRERM: ROOF RAFTERS/TRUSSES LIVE LOAD L/240 TOTALLOAD L/240 FLOOR JOISTSRRUSSES LIVE LOAD L 1360 (REFER TO NOTE 3) TOTALLOAD L/ 240(REFER TO NOTE 3) 3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURERS WRITTEN SPECIFICATIONS. FOR TILE FLOORING, REFER TO THE TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED WALLS WIND LOADS WITH PLASTER OR STUCCO FINISH L 1360 WIND LOADS WITH OTHER BRITTLE FINISHES L 1240 WIND LOADS WITH FLEXIBLE FINISHES L / ISO DIFFEEREINTIAL DEFLECTION: THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24' O.C., THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOIMNG VALUES: ROOF RAFTERS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L/240: 0.20'MAX DIFFERENTIAL DEFLECTION TOTAL LOAD_L / 180: 0 27 MAX DIFFERENTIAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L 1360: 0.13' MAX DIFFERENTIAL DEFLECTION TOTAL LOAD_J.1240 : 0 20' MAX DIFFERENTIAL DEFLECTION ABBREVI&TI MlB A.B. ANCHOR BOLT A/C AIR CONDITIONER INT. INTERIOR AYT ABOVE FINISHED FLOOR MA)C MAXIMUM AH.U, AIR -HANDLER UNIT MCD MONTA CONSULTING 8 DESIGN ALT, ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC BCDL BOTTOM CHORD DEAD LOAD MPSI MILLION POUNDS / SQUARE INCH BRG. BEARING NO. NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE 4. CENTER LINE O.C. ON CENTER C.J. CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT, CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIA. DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURETREATED ELEC ELECTRICAL RE00 REQUIRED ELEV ELEVATION RW ROOM E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING E.W. EACH WAY SCL STRUCTURAL COMPOSITE LUMBER EXT. EXTERIOR SGD SLIDING GLASS DOOR FBC FLORIDA BUILDING CODE SIM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FLR. FLOOR SQ. FT, SQUARE FOOT/FEET FND. FOUNDATION SUB SUB -CONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT I FEET TCDL TOP CHORD DEAD LOAD FTG, FOOTING TCLL TOP CHORD LIVE LOAD F.V. FIELD VERIFY T.O.M. TOP OF MASONRY GALV. GALVANIZED T.O W. TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYR TYPICAL GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE MDR. HEADER VERT. VERTICAL HOT. HEIGHT W/ WITH HORIZ. HORIZONTAL WMF WELDED WIRE FABRIC 110. IN LIEU OF WIND CODE ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, Ah EDITION (2020) WIND DESIGN REOU11REM19(TS: RISK CATEGORY 11 BUILDING TYPE VB WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.19 MAXIMUM MEAN ROOF HEIGHT 30 R VELOCITY PRESSURE COEFFICIENT 0.99 BASIC VELOCITY PRESSURE 41.3 Pd COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE 4 PRESSURES (PSF) ZONE 5 PRESSURES (PSF) 0-19 R' ♦291 .31.7 +29.2 -39.1 20 - 49 ft+27.9 .30.4 +27.9 -36.5 50 - 99 A +261 .28.7 +26.2 -33.0 100 -199 R +24.9 -27.3 +24.9 .30.4 200+11' +23.5 .26.0 +23.5 -27.8 7'-0" x 9'-0" GARAGE DOOR +25.7 -29.1 T-(r x 16-O' GARAGE DOOR +24.6 -27.5 SOFFIT PRESSURES 1 +29.2 .39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1.97 TO CONVERT TO ULTIMATE WIND PRESSURES. ROOF SHEATHING AND NAILING SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: F ROOF PITCH MINIMUM EM66 R ALTERNATE EAVE/RIDGE INTERIOR LL SPAR MINIMUM NAIL G NAIL SPACING SPACING .0 w0 RATING THICKNESS TYPE (EIELD) TYPE (EDGE/FIELD) (EDGE/FIELD) (J'J� ? 4112&LESS 32/Ifi 15/32" RSRS-01 0.131"x 3" 4/6 6/6 m GREATER GREATER 24/16 7/16' RSRS-01 0.131"z3° 0/6 6/6 RECOMMENDED 40/20 39/32' RSRS-03 or 6/6 6/6 0.131'x3' 4/6 6/6 w (ALL PITCHES) RSRS034 I-� ALTERNATIVE (IF PERMITTED) 32/16 IS/32" RSRS-01 6/6 6/6 0.131"z3" 4/6 6/6 'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC-R SECTION R301.1 AND DOES NOT MATCH THOSE OUTLINED IN SECTION RW3.2 CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE i APA RATED SHEATHING. FOR SHINGLE ROOFS, OSS OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. FOR TILE & METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN SPECIFICATIONS, 2. 8UILDER SHALL VERIFY MINIMUM ROOF SHEATHING WITH THE SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS. 1 SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH LESS THAN OR EQUAL TO 4112, THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE STRUCTURE. 5. THE'EAVEIRIDGE'ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS. 6. EDGE= NAIL SPACING ALONG PANEL EDGES. 7. FIELD = NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. 8. RSRS-01, RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING THE SPECIFICATIONS IN ASTM F1667. 9. 0.131" X 3' SMOOTH SHANK NAILS MAY BE USED IF NOTED IN THE ROOF SHEATHING AND NAILING TABLE. 'N.P.' INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TIE ROOFS: 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY WHEN PERMITTED BY THE MANUFACTURER'S WRITTEN SPECIFICATIONS. 'N.P.' INDICATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. GABLE END SHEATHING: 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24/16, AND A MINIMUM THICKNESS OF 7/16OSB OR PLYWOOD (MINIMUM 3PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAYBE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL WITH (1)-ROW 0.131' z 2-1/2 NAILS AT 7 0c. AT EDGES, AND 6' O.C. IN THE FIELD. INSTALL MIN. 2z4 SYP°2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL W/FIO FOR MORE INFORMATION. FASTENERS: REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131' x 2-1/2' OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT-D PPED ZINC -COATED GALVANIZED STEEL THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A153. APA RATED SHEATHING NOTE: SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE Z14 SYP 92, NAILED AT EACH END WITH (3).0.131' x 3" TOE -NAILS. INTERIOR ZONE jjY !n EAVE / RIDGE ZONE SnnrX Y i _ a = 4 FEET FROM ALL EAVES AND RIDGES O G PER FBC4R301.2(7) 91-_ STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ HEAD DIAMETER LENGTH 8d 0.131"x2)" .281` 10d 0.14Wx3' .317 .131"x WGUN NAIL 0.131'x 3' .281' 12d&16d SINKER 0.148'x3}" .312' 16d 0.163'x34" .344' (RSRS-01) RING SHANK 0.113'x2}' .281" (RSRS-03)RING SHANK 0.131'x 2}" .281" (RSRS-04) RING SHANK 0.120"x3' 1 .281' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS RED. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT5 BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1667, INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURALCOVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S4 NOT USED S5 FIRST FLOOR FRAMING PLAN i5.4 ROOF FRAMING PLAN S6 MODEL SPECIFIC DET I SD4 I TWO STORY DETAILS Io PW1 U373 WALL ASSEMBLY PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY SDWC SDWC DETAILS SDWF SDWF DETAILS I WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES INUMBER I DATE I DESCRIPTION I INITIALS I', I 1 1 2/27/2023 1 CREATED 8-UNIT BUILDING TYPE'A' PER TYTH-BLDG 3 (BFS) IDP I. 1-- W W y M C N C� t N G Zy C 0 y c u1no =az =a0 - 2 F- WLU 0 S sTRUCr: DP ¢ DD CHEp(: CC 0 w .IDS M. STAR-159Y2 i SOLE: AS INDICATED wWTE: 05A) - S1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 13MM • 1387-AR1386-K ' 1386-LR' 1387A ' 138" C- INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT FOUNDATION NOTES: 1. PROVIDE MIN.6 MIL. APPROVED VAPOR BARRIER.ALLJOINTSTO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN, T AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R50633 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REOUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYR. Z PROVIDES-1R'T CK2600PSICONC.Sl W6xB .4 .4WELDEDWRE RE C ESSDETAIL. INSWING DOORS WITH NO COVER FABRIC(WWH. PLACED IN MIDDLE TO UPPER I. OF SLAB OEM OVER REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO VxVxF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT W MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. INSW NG DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQ'D S CON TOR TO FOLLOW THE TYP. RECESS DETAIL. INSWING DOORS WITH NOCOVER REQUIREA RECESS 4. EXTERIOR SLABS SHALL SLOPE IWMR FOOTAWAYFROM HOUSE, S. CONTROL JOINTS (IF SHOWN)ARE NOT REDID SYCODE SUTARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. OONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 114- OF THE THICKNESS OFTHE SLAB. FILL CUT WAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD, 6. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY b CQUNTY CODES. 7. FOUNDATIONSARDSUPPORTSFOROUTDOORMECHARICAL SYSTEMS SHALL BE RAISED AT LEAST T ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION 2 W INSTRUCTIONS. 6. NO WOOD STAKES PERMITTED IN FOUNDATION. IOw 9, PENDING SITE CONDITIONS, FOUNDATION MAYHAVE TO BESTEPPED DOWN. SEE SHEET 83 FOR ADDITIONAL INFORMATION. GCTODETERMINESTEP LOCATIONS IF REQUIRED 10. SEE DETAIL TABLE MOOS ON SI A FOR REOUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MM AND MF10 ON WFOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. , 11. ANY EQUIPMENTANDDRARPLIANCESHPVINGANDNITIONWURCESHALL 159'4r BE ELEVATED A MIN OF 18'. CONTRACTOR TO PROVIDE SUCH PLATFORM. EITHER MASONRY OR WOOD CONSTRUCTION 12. ASS ALLOWABLE BEARING PRESSURE AFTER COMPACTION: DN: 200 F (S E T AN F PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IFCSOILCONDITIONSINTHEPROJECTALNOT MEETTH EXCEED GENERAL CONTRACTOR SHALL CONTACTTHE OTHE RP PRIOR FOUNDATIONPOUR FOR VERIFICATION OFFOUNDATION ENGINE ERPRIOR 9'812' I �. E DESDNMDINOBEFREE OATLG ICMATERWLARDOOHESNESOILS, MAX DRY DENSRYAS COMPACTED INNASTM- DETERMINED ASTM- 1W7(NI DIRE. RO D PROCTOR). TE THE EQUITATION IO INDICATED N T THE FOUNDATION SAES INDICATED HAS BEEN RN DESIGNED F00. A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF, PS 13. PENDING SHE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REGUIREDCOURSES FOR STEMWALL FOUNDATION.SEESTEMV-LCHART FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF AlC PAD I STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REWEWAND PROVIDE i3 I 14, IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL WHEOULE-STW- ,,.,„_,,,,, CONTACT E.O.R. PRIOR TO CONSTRUCTION 15. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOWFOOTING - SCHEDULE SHALL REINSTALLED WHERE THE DEPTH OF THE 53 .. FOOTING WILL BE MEASURED FROM THE LOWESTSLAS ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNCATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS ANDIOR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSKNNSARDREINFORCEMENT REQUIREMENTS ARE MET. I'...... 16. FIELD TO VERIFY ALL GAS LINE AND PLUMSING LOCATIONS PRIOR TO POURING SLAB. FOOTING SCHEDULE 17117V17 tlp W/#5'1 EQUALLY SPACED EA O WAY MIN. 7 HCRR. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & T MIN. COVER TO EDGE OF CONC. t7x24Y17 dp W/ #51 EQUALLY SPACED EA. 24" SIDE @3' O.C. & MIN 7A WAY MIN.7 HMO. CLEARANCE BETWEEN (3) #5 PARALLEL TO 17 BARSETMIN. COVER TO EDGE OF CONIC' SIDE "O.C. 24"124"x 12" tlp W/ #5'1 EQUALLY5PACED EA. O WAY MIN. 7 HORR. CLEARANCE BETWEEN MIN (3)#5E.W. BARS & T MIN. COVER TO EDGE OF CONC. tlp W11'5'1 EQUALLY SPACED EA. Q28'12SNIr 3 WAY MIN.7HORIZ.CLEARANCEBETWEEN MIN (4)#5E.W BARS S T MIN. COVER TO EDGE OF CONC. 30'k3D117 dp Wl #5'1 EQUALLY SPACED EA - WAY MIN. 7HOR IZ. CLEARANCE BETWEEN MIN (4)#5 E.W. BARS & T MIN. COVER TO EDGE OFCCNC. 3Z132'112'dp w/#6'1 EQUALLY SPACED EA 2.6 WAY MIN.7 HORQ.CLEARANCE BETWEEN MIN (5)05 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 38N3 12' dp l #S# EQUALLY SPACED EA O WAYMIN.7 HMO.CLEARANCEBETWEEN MIN (5)#5EW. BARS & T MIN. COVER TO EDGE OF CONC. 12 47x 17 dp 1151 EQUALLY SPACED EA 3.5 WAYMIN.2'MORD:.CLEARANCESETWEEN MIN (6)05 E.W. BARS & T MIN. COVER TO EDGE OF CONIC. 42'k47x IT dpW W, EQUALLY SPACED EA ® WAYMIN.7 HCRR.CLEARANCE BETWEEN MIN (6)#5E.W. BARS & T MIN. COVER TO EDGE OF CONC. 4B'I4 N 17 tlp 110161 EQUALLY SPACED EA O WAYMIN.7 HORIZ.CLEARANCE BETWEEN MIN (7)05 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 45"x48"x 16" dpW/NIS'1 EQUALLY SPACED EA. 4A WAY MIN. 7 HMV. CLEARANCE BETWEEN MIN (7)05 E.W. BARS & T MIN. COVER TO EDGE OF CONIC. 48'x4 24'dp W/#5'1EQUALLYSPACEDEA 4B WAY MIN. 7 HCRIZ. CLEARANCE BETWEEN MIN (8)#5E.W. BARS & T MIN. COVER TO EDGE OF CONC. 57157x17 dP W/ #5'1 EQUALLY SPACED EA 1.3 WAY MIN. 7 NOR IZ, CLEARANCE BETWEEN MIN (7)05 E.W. BARS & T MIN. COVER TO EDGE OF CCNC. 54154'XIW dP W/#5's EQUALLYSPACED EA 4.5 WAY MIN. 7 HMIZ. CLEARANCE BETWEEN MIN (8)05 E.W. BARS & T MIN. COVER TO EDGE OFCONC. 54t51'424' dp 1M51 EQUALLYSPACED EA WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (S)#5 E.W BARS & T MIN. COVER TO EDGE OF CONC. SUNGON16' dp W451 EQUALLY SPACED EA O WAYMIN.7 HORZUEARANCE BETWEEN MIN(S)#SE.W. BARS & T MIN. COVER TO EDGE OF CONC. 6SNSS'116' dp W/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2' HORR. CLEARANCE BETWEEN MIN (10)#5 E.W. �4af TZ Ie • � ' 0 Q s i•O� � t 0 _ ! / Off! Z H a_ lY i � O W S 0 C O a W z Q a W3 9; LL z O n P Q4 O � w z H u 1 oQ _ H O W LL ``�``� Ga Ho tL - G IV S sTRUCT: OP U >� QC CHECK: CC J Q F � JOB N1. STAR-15992 5 SOME: AS INDICATED Z CAR: 0509rLT FOUNDATION PLAN ".o S2 I Jbb-UK LU I ;F 19 I Jbb-KK LU I;F 16 I Jbb-M LU 11# 11 13bb-AK LU 117 13 1,4'=1'o° g 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. WSIMNG DOOR RECESS NOTE: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT FOUNDATION NOTES: 1. PROVIDE MIN.6 MIL APPROVED VAPOR BARRIER.ALLJOINTSTO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. W AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R5N12 3 FOR j/ COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS / REQUIRED AND CONTRACTOR TO FOLLOW THE TYP. CSUPPER WELDED HARE 2 FRBRIC(W RECESSDETAIL INSWING DOORS WITH NO COVER / IN MIDDLE T PLACED IN MIDDLE TO UPPER 15 OF SLAB DE FI. Of SLAB DEPTH OVER 8 FABRIC OMAIF),WRIER REQUIRE ARECESS COMPACTED FRL(FIBER NEST MAYBE USEDILO MIL VAPOR BARRIER EE V 11 MEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH S - 138" /386-LR 1387-B 13WN IN CURRNT CODE EDITION). INCU 3. CONSULT.MAN. SPECIFICATIONS PRIOR TO POU0.INC OR RECESSING DOOR SILLS. INSWING DOORS WTH COVER (MIN SFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS NOT MET g 0 1387-KR 1386-M 1387-AR BUILDING KEY IN ANY DIRECTION, A RECESS IS REDD b CONTRACTOR TO FOULOWTHE TYP. W RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS 4. EXTERIOR SLASS SHALL SLOPE IW PER FOOT AWAY MGM HOUSE. 5, CONTROL JOINTS (IF SHOVM) ME NOT REDS BY CODE BUT ARE SUGGESTED (ESPECIALLVWHEN USING FIBER REINF.CONC.)CONTROLJOINTSTOBESAW CUT A DEPTH OF 1/C OF THE THICKNESS OF THE SLAB. FlLLCUT.APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. K 6. MECHANIC AL EQUIP. LOCATIONS.LL BE DETERMINED BY g W .•• �� ���'• ~�� �`�i _V COMMUNITY b COUNTYCOOES. T. FOUNDATIONSANDSUPPORTSFOROUTDOORMECHANICAL Q � ��� ZWI SYSTEMS SHALL BE RAISEDATLEASTYABOVETHEFINISHEDGRADE - w -'x AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION w INS SUCTIONS. 6. NO WOOD STAKES PERMITTED IN FOUNMTION. �� W �ml _ 9. PEN DING 9ITECONOITIONS, FOUNDATION MAV HAVETO BE STEPPf:D OOVutI. ; SEE SHEET W FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED : 10. SEE DE. AIL FOR REQUIRED STEEL FOOTINENDS G SEEDBLEMD060N AND MF SMP SDOWIIANDOORNERITL INNFORMATION.N33 FOR STANDMDFOOTING STEP •'' 11. ANY EOUIPMENTAND/ORAPPLIANCESHAINGANIGNMnNSOURCESHALL p BE ELEVATED A MIN OF 1W. CONTRACTOR TO PROVIDE SUCH PLATFORM vd EITHERMASONRVORWOODOONSTRUCTION 12. ASSUMED ALLOWABLE SOIL BEARING PRESSUREAFTER COMPADTKNI: 200D PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR CpAPACTION p E = C LLI F , Q { %`,` I I I 2(7{Y (2-STORY FTG) 2G-W (2-STORY FTG) 2a-0" (2-STORY FTG) 1S'-ta (2-STORY FTG) REQUIREMENTS). IF SO ILCONDMONSINTHEPROJECTDONOTMEETOR '.0 EXCEEDTHECAPACITY, THEGENERALCONIAACTORSHALLOONTACTTHE Q uJ 0 5 12' S 12' S 12' 312' ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATK)N O NOATIM p W ,s DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND CONE SNE 801LS, 9•S 12" 101-0" 10'-0' 9'S 12" 91-6 12' 10•-0' 7-6 12' 101-0' 0 w .... COMPACTED IN I2'LIFTS TO AT LEAST95%OFMAX DRY DENSITYAS u DETERMINED BV ASTM - D1557 ( MODIFIED PROCTOR ). F FOfi THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN Fwx- W 3 DESIGNEDFORAMINIMUMSOILBEARINGCAPAGN 2 PSF. FOB FOfi 13. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED. G.C. TO DETERMINE O H _ REDUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMVA LCHART i O F FOR REQUIRED REINFORCEMENT AND FOOTING SAS PENDING DEPTH OF O rc A/C PAD A/C PAD FOB FO6 STEMWALL IF CHART IS NOT PROVIDED. CONTACT FOR TO REVIEW AND h Z F U § $3 III1 S3 T -DE 5 9 O FOB FOB I a� I I F08 F� I dlm 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTEDTALLER THAN THE a i a AR: PAD 53 3 V A/C PADtZ7- 3 HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE-.�TQP- W AQ;h§LL I¢ 1 U W- "-` CONTACTE.O.N. PRKORTOCON3TRUCTION F f Qf U z0 \ § F 7 I § S3 r a @ $37 § 15. ALL FOUNDATION PA0.4 WI1ERE SHOWN ON THE BELOW FOOTING O }�a am - iH I17 SCHEDULESHALLBE INSTALLED MERE THE DEPTH OF THE W S I I F FOOTING WILL BE MEASURED FROM THE LOVYES .. ELEVATION Ic 0 MAINTAININGATALLED pEPTH THANT THE PENDING F U I I I I - _ _ I_ - - I 2.6 I $3 I 2.6 PAD MAY BE INSTALLED DEEPER THAN THE INDICATED FEND NG SDE 0, ^ r , r ($VIM. EXTERIOR 3 3.5 CONDITM)NSAND/ORLOCATIONS.CONTRACTOR RUDVERIFV N 2 O 1 I I SLAB ADJACENT I I 5'-101M" T-1" T-93/P ALL MINIMUM FOUNDATION DIMENSIONSAND REINFORCEMENT EXT�iIDR REQUIREMENTS ARE MLT, VI 2 I I I I I ( I I TO FOOTING) SL/1B ADJACENT 16, FIELD TO VERIFYALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO E O TO FOOTING) I I I I I I Y POURING SLAB. 0. 7 4 W I 1 Q I) Y 3'-101/4' 1E-13/4' 16-13M' 3'-101/4" 3'-101/4' 16.13W 3'-101N' 15'-113W t ^ O oJ� 1iFIN.FLR. I a I I oy -0-FIry.FLq. I I a-0'FIN.FLR. 1 I FOOTING SCHEDULE w F I 3.12' THICKCONC, 3.12"THICKCONC. 33-72'THICKCONC. I I 3-12'THICKCONC. I I 17X 17ki7 dp w/iSAEWALLV SPACED EA. I SLAB W/WELDED WIRE 6LA8 WI WELDED WIRE 7 WAY MIN.7 HOIIZ CLEARANCE BETWEEN MIN (2)i 5 E W. u u Z y TT f 1 FABRIC OR FIBER MESH S $ SLAB ./WELDED WIRE 1 $ FABRIC OR MESH O BARS TO EDGE OF CONC. -- FABRIC OR FIBER MESH I FABRIC OR FIBER MESH 1 I FABRIC OR FIBER MESH 1 O O (/� O 8 { AS INDICATED IN AS IN IN AS INDICATED IN AS INDICATED IN 1 Z VI W FOUNDATION NOTES i2 I I FOUNDATION NOTES i2 I I I FOUNDATION NOTES W2 I I I FOUNDATION NOTES. I S O WAY MIN. tlp 1/2. A EQUALLYSPACED EA. 24"SIDE Q3" O.G S MIN O zO ^ Q I 1A WAY MIN.2 HORQ. CLEARANCE BETWEEN LL J� (3)iS SIDE d 0 T017 VI - BAR583'MIN.COVER TO EDGE OFCONG SIDE O.0 I I O 2 AY MIN. HORO.'C CLEARANCE BETWEEN a Z � CJ IIYY// WAY MIN 2HORQ. CLEARANCE BETWEEN MIN (S)TS E.W. II I 1 1 2812BY/rMIK COVER TO dp wl>Sa EQUALLEDGE V SPACEOF CD FCA W h."n I I I I { i 'n I I I I I 2.3 WAY MIN 7 HORQ CLEARANCE BETWEEN MIN (4) i 5 E.W. U j O J ? 9'-10Itz 2'-0' - 37• 31t17 RIP w/N. C�a EQUALLR TO DOEOFCDI wIp/l '41I I tv III(FWAVMIN.YHORQ. CLEARANCE BETWEEN MIN (4)i SEW OI 0I I I I BARS83"MIN COVER UALLYS A CDE "' _... u _37k325t1Ydp w/iSC EQUALLY BPACED EAFOS I 2.6 WAV MRJ 7HORQ. CLEARANCE BETWEEN MIN (S)T SE.W. O J`C.I 3dOBAR583'MIN. COVER TO EDGE OFCONC.0..-. T I ci35N3 17 dp w/ i5'A EQUALLY SPACED EA, WAY MIN. 7 HCRQ. CLEARANCE BETWEEN MIN(5)85 E.W. O Iy 2 S3ARs.1.IN.00VERT0E.1CMC. O lnw LLC 0SSF i � H I CJ I I I. 1 4214r.1rdpw/k6A EQUALLYSPACEDEA > W S WAY MIN OR CLEARANCE BETWEEN MIN a iSE.W. F w i -.. - -. ......... . 3.5 ( 1 C I I I _� �.•• I , ` �cYi ` -) a O BARS by MIN. COVER TO EDGE OF CONC. _ ry S i I 10'-712' I 912' LL 712' U; LL � I _-CJ I s L_ I 1 I _ +I I I I �•--- Y 4Y14Y116'dp w/ 0, EQUALLY SPACED EA. F" w x� WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (6)i 5 E.W. 7 -- I - BARS 83' MIN. COVER TO EDGE OF CONC. Q IV-7 1/7 1 a I Z WAYMIN 7HORQ CLEARANCE BETWEEN MIN (/)i SE.W. a0y ONCO 712' u 912' I : _ 1a-712' I I - 46'1148it1G dlpw 4EOIlALLY SPACEMN. COVER TO EDGE OFCD EA. U w Ca . U; I J 10W" O WAY MIN. HMO. CLEARANCE BETWEEN MIN (7) i S E.W. Q Z m 1 TI 912' 71(I N 6' BARS 83- MIN. COVER TO EDGECFCONC. 48 W,24' dP w/ W. EQUALLY SPACED EA. w w I 9 12' 46 WAV MIN. 2' HORQ. CLEARANCE BETWEEN MIN (8) i 5 E %V a7 ! F03 I n I F BARS & r MIN. CCVER TO EDGE CFCONC. a S # N C Ft I I S3 I I I I S3 4.3 WAY MIN. 7HOR0. CLEARANCE BETWIEEN MIN (7)N5 E.W. i �OF DOjNC. 54NUNIT pw* EQUALLPACEEA. MIN(6)iSEW WAY MIN. ORNCBETWEEN _�_CJ BMIN. COVER EDGE C. U N = Q LU I F I $ lUI21 tlPwMee EQUALLYSPACEDEK. i IOp m J 5 f I I I I I I WAY MIN 7 HORQ CLEARANCE BETWEEN MIN (9) R 5 E.W. O O W vi - BARSSTMIN COVER TO EDGE OF x = Z IL / 5 10 W V CONC. MIN. H Q CLEARANCE BETWEEN N MIN (9)i 5 E.W. I �_ ~ I I I a/ 1 I O BARS&c18'MIN.COVER EDGEPACEOEA n O H 2 0 - $3 y u - _" - 53 I 2 O _ U m r 53 2 5.5 WAV MIN. 7 HORQ. CLEARANCE BETWEEN MIN (10) i 5 E W. x t..i J x 2 - �c+u u� >O U'.v If 1'+u BARS83'MIN.COVERTOEDGEOFCONC. Z O F a N 9 I o x, I § u ozo J}} • $ r L _ 3 agX fA eqF LL a _ 2 �§ Foe e.s 2 2 F 2 3 .2 � p SIRUCNRPL EEG: TH DRAF 1-: _ F 2 2 2 2 2 2 14' $3 j z dTRUQT: OP OC-H CC 2 2 U 8'� 6'412' 6'412' e'd 7'-11M" 6'-0' JOB- STAR-15992 8314j 1•S 1/7 1-111? 1'-1112' V-9117 83/4" 1'-13/1' 1'-13w Bat 1'-912" 1-1112" 81M' 1'-91rr m i 6CAlE: AS INDICATED DAIS: 05N9/23 B'3 (2-STORY FTG) 11•4' (2-STORY FTG) 1386-K LOT# 19 11'E" (2STORY FTG) 6'3 (2-STORY FTG) 1386-LR LOT# 20 e'-7 (2-STORY FTG) 11'S" (2STORY FTG) 1386-B LOT# 21 T-9 1/7' (2-STORY FTG) 1IW- (2-STORY FTG) 51r 1386-N LOT# 22 Z < FOUNDATION PLAN N 1/4"_V-0" s S2.1 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.