Loading...
HomeMy WebLinkAbout6183-6213 Calle Ochoa StWAVE e &Loa- s INDEX GENERAL NOTES: LOT 107 - PULSAR 'OR' DETAIL SHEETS 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BU14 E FOR 1 FL0.1.11 FL 1.12 SLAB PLAN'O' FLOOR PLAN'O' D-1 DETAILS D-2 DETAILS JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REP R D TO FL 1.12.1 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 FHANA MPS. FL5.12 FL 5.13.11 ION ROOF PLAN'O' ROOF 'O' D-5 DETAILS 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. •� FL6.12 UTILITY PLANS'a 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT OCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. LOT 108 PULSAR 'KR' 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. FL 0.1.7 SLAB PLAN •M 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. FL 1.8 FLOOR PLANK 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING C ES 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 PLANK' WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. FL 6.8 UTIUTY 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 109 - 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 FL0.1.9 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 7116INCH FL 1,10 FLOOR PEA '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 4.10 FLOOR PLAN OPTIONS SECTIONS ( ) APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION 2020 RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET FL 5.10 ELEVATIONS•M• GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED FL 5.13.9 ROOF PLAN'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 110 - 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 SUB PLAN •A' SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. FL 1.1 FLOOR PLAN A 12. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N.E.C. 20 i?, F.B.C.R. - FL.1.1 FL 4.1 FLOOR PLAN OPTIONS SECTIONS 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. FL 5.1 ELEVATIONS*A• 13. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DO1:R THE WINDOW FL 5.13 ROOF PLANA' MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FL 6.1 UTILITY PUNS W 14. ASPHALT SHINGLES (IF APPLICABLE): LOT 111 - PULSAR W WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO FL0.1.7 SLAB PLANK' UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING FL 1.8 FLOOR PLAN 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 1.8.1 FL 4.8 FLOOR PLAN OPTIONS O SECTIONS FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE FL 5.8 ELEVATIONS•M 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 SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL FL 6.8 UTILITY PLANS'M RELATED SUB SECTIONS. LOT 112 - PULSAR 'LR' 16. UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL FL 0, 1.8 SLAB 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 •L' 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 5. 13.8 GOOFY OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE FL 6.9 PLANS unuTY PUN•c MANNER. LOT 113 - 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 FLORA SUB PUN TY DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. FL 1.2 FL 1.2.1 FLOOR PLAN'B' FLOOR PLAN OPTIONS 18. STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (7.11.4.1 THRU 7.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND FL4.2 SECTIONS DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION FL 5.2 ELEVATIONS •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 ROOF PUN EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. FL 6.2 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 114 - PULSAR 'N' DIRECTIONS, AND AROUND ROOF OPENINGS. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY FL 0.1.10 SLABR N' OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FL 1.11 FL 1.11.1 FLOOR PLA PLAN O 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 FL5.11 ELEVATIONS•N• INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FL 5.13.10 FL 6.11 ROOF PUN •N• 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 0'1.1 A 0.1.2 SLAB PERIMETER PLAN8-PLEX SLAB PERIMETER PLAN 8-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'-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 PLAN8-PLEX GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. A2.1 SECOND FLOOR PLAN&PLEX FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO Az.1.1 A5. 1 SECOND FLOOR PLAN&PLEX ELEVATIONS 8-PLEX CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. A5.1.1 ELEVATIONS &PLEX AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING A 5.1.2 ELEVATIONS 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 A 5.1.3 A 5.1.4 ELEVATIONS 8-PLEX ELEVATIONS 8-PLEX APPLICABLE PROVISIONS OF SECTIONS M1411.3. A 5.1.5 ROOF PLAN &PLEX A 5.1.6 ROOF PLAN 8-PLEX THIS PROJECT MUST COMPLY WITH: 2020 FLORIDA BUILDING CODE RESIDENTIAL - 7TH EDITION, FLORIDA FIRE PREVENTION CODE 7TH EDITION (THIS INCLUDES THE FLORIDA SPECIFIC EDITION OF 2018 NFPA 1 UNIFORM FIRE CODE, AND 2018 NFPA 101 LIFE SAFETY CODE). NFPA 10, 2018 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS. NFPA 13D, 2016 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE -AND TWO-FAMILY DWELLINGS AND MANUFACTURED HOMES, NFPA 70, 2017 EDITION, NATIONAL ELECTRICAL CODE. NFPA 72, 2016 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE. NFPA 90A, 2018 EDITION, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. 2020 FLORIDA BUILDING CODE ENERGY CONSERVATION, 7TH EDITION. 2020 FLORIDA BUILDING CODE MECHANICAL, 7TH EDITION. 2020 FLORIDA BUILDING CODE PLUMBING, 7TH EDITION. 2020 FLORIDA BUILDING CODE FUEL GAS, 7TH EDITION. OCCUPANCY: RESIDENTIAL - R3 _13 TY 8-PLEX A LOTS 107-114 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME I AREA FIRST FLOOR 588 SF FIRST FLOOR 485E SF SECOND FLOOR 7DB SF SECOND FLOOR 16525 SF HEATED 1386 SF HEATED 11383 SF GARAGE 226 SF GARAGE /771 SF PORCH 32 SF PORCH 249 SF PATIO /COV. PORCH 80 SF PATIO /COV. PORCH 640 SF UNHEATED 336 SF IUNHEATED 2660 SF ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF- r EPHY,RHILLS ORDINANCES REVIEW P 2 CITY OF ZEPHYR PLAN EXAMINER CM -w J i �0 Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION GO 0 i SHEET NO: T-1 0az 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 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. 7 314• MAX AT INSWING 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 SUP -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 F7 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE LOT 107 19'A' 9'-4 IQ" PATIO SLAB }r a N m 4 MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE ` - ` -. UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CONCRETE. 4 - 1 T-10 12' T9 4 w 4 n w o 4 ( 11 ARAGE SLAB 72 REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS F2 i 9 10'-7• I 8•.7" i I IVA _-- 6" CURB AT EXTERIOR EXT w6" GARAGE WALLS, SEE 0 STRUCTURAL o N F1 —J -.„ — FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS s•o• ,•-2• PORCH SLAB 1'-7 12" 11'-7• V-712• e'-1' REINFORCE PER LOCAL 19'A• CODE AND ENGINEER'S SPECIFICATIONS 7 12' SLAB PLAN 'O' 1/4• = P-0' AT 22"X34' LAYOUT 1/6" = V-0• AT 11 • X 17' LAYOUT CS J i O cto Q f� ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the budder. 0 2023 Staftht Homes LAST REVISION .hil�T SAVA BY. a 't16 X Z o Q J a C6 ~ COO SHEET NO: FL 0.1.11 t- G0 J � O i ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 107 12 12 s s These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER / utilized for construction, or STRUCTURAL ENGINEER copied in part or in whole without permission from the builder. 0 2023 2ND FLOOR PL Fri. — — Starlight Homes 2ND FL_WOW. HT. — — — — — — — — _ _ _ LAST REVISION BED 2 OWNER'S ,� 11 BED •• �VED BY: 2ND FLOOR FIN. FLR. — — — _ _ i ff'' i 1 ST FLOOR PL Hi — — — i LL ~ _ 1ST FL WDW HT. -- 4 a ENTRY � w � d � , � � 4 • MAINTAIN MIN. FAMILY RM 17R�0'-713l12' 8'-8' HEIGHTATFRONT OF WATER CLOSET 1ST FLOOR FIN. FUR. Q T BUILDING SECTION 'O' 1 W o N 0 1/4' = 1'-0' AT 22 L" LAYOUT ,/8' = 1'-0' AT 11' X 17' LAYOUT a cn W F °0 O J SHEET NO: FL 4.12 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 WSOLDIER COURSE IFYPON E5 ROWLOCK COURSE E7 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 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS ji� FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS FBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) I FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINVL SHURERS, 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. fE 2ND FLOOR 2ND FL. WOV i" FLOOR f q 1ST FLOOR F 1ST FL. VUDW 1S FLOOR FF LOT 107 2ND FLOOR PL FIT_ 2ND FL WDW. HT. _ 2ND FLOOR FIN. FLR. 1ST FLOOR PL HT_ 7 ST FL. V OV W NT. _ 1ST FLOOR FIN. FUR. FRONT ELEVATION 'O' AT 22"X34" LAYOUT I.- = V-D" AT 11- X 17' LAYOUT REAT 22"X34' LAR ELEVATION 'O' 2 1/4" = 1'-0" AYOUT 1/8" = 1'-0" AT 71" X 77" LAYOUT rl- Cz J � O S Q I� ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from The budder. 0 2023 Starlight Homes LAST REVISION LL o` w o Q z v J6 ` r Q r O WCr) O o J j= a cn > coo J W J SHEET NO: FL 5.12 I r i I� x N � W J � O i Q V O C4 ISSUE DATE: 7 LOT 10 • PA T IC ac oNo o ❑ a HB WP/GFI / {1}Q'p :�. 7 I7, T11_. _ 07.28.2023 FOR REVIEW € � WIC REVISIONS: '. AWi[ j i✓.3�/ IS�k 1fi WNER � ID s / TVA AS ¢ w— T� RAN EQUIRED PER t„i tdt STATEAND 1 / CODE LOCALBUILDING ( \ v These drawings are the W a 5a LL w m _ — property of Starlight Homes and are not to be 3 F O ` •••--. _ 3„,;„„,,,,.-..,..-- GFL DISHWASHER -- J (..:. utilized for construction, 0( w n V G o ! no ( �"�• DISPOSAL Y'\t�..�f- I A copied in part or in whole m � u G m without permission from the builder. 0 2023 m o < Y g o VP Fl �/ FI{S HVAC MICROWAVE - 'GR SERVICE �= Start' ht Homes STANDARD ELECTRICAL BOX HEIGHTS 3€ it i ' tX/-0 PANEL N W ®? LL., �REc PUMP, c roLI CH c� IF REQ. SWITCH r LAST REVISION 1 -TO LIGHT/ - �( I SWITCH { - _. L I - A13OVE 30A ELEC. - \ WATER',—£ •� SERVICE PANEL HEATER (( - � f BELOW 3 -� ,a i KEYLESS / - � / ( SIZE AND LOCATION LAST SAVED BY: I IGHT IN s TTIC �• - ----- \ 1 `, / 1 = PER BUILDERS SPECIFICATIONS \ r I I ( AND LOCAL CODES / wu.LwewEt _ _ , ^----^- ELECTRIC METER / / I TELEPHONE/ / / / g o BED 3�.T �/. •� '1I-L/ 2 S T, t �" _TELEVISION KEYLESS ,y SERVICE BOX / / [ /FILING\ I I /GFI DOOR\ �l / OPENER � i I / \ —fib--^^•. q o v HK;HVAT— y BASE CABINET 3 ^ O CABINET ai O C m i e L jjj r 3}t om WP/GFI 1'} � e 0 — O _ _. / L_s F b" D� He FL SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'O' NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) FIRST FLOOR PLAN 'O' � � 0D J j OVER BATH CABINETS OVER KITCHEN CABINETS Q 2 1/4- = 1'-0' AT 22'X34' LAYOUT = 1'-0' AT 11' X 17' LAYOUT 1/4' = 1'-0' AT 2 X34' LAYOUT = i'-0' AT 11' X 1T LAVOU7 J NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDEAND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL DUPIExoUTLET ¢ L E�WG MOUNTED INCANDESCENT �i cEILMW FAN CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. aw°'`s' wEATHERVROGF GPt WPLEKOUTLET FIXIUPE us.tBurraN swan 11oNSMOKEOETECTOR \ (PROVIDE ADEowTE suPPORTI V - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED -SUITABLE FOR WET OR DAMP LOCATIONS.' a�N GRDUNo-EAULT CIRcurt.wTERRwTEq DUPLE —ET WALL MOUNTED INCANDESCENT ® HAROWIREDANDINTER LK;HT FIXU— CONNECTED W/BATTERr BACK -IA CEILITNG FAN WITH MCANOESCENt LIGH FMTLPE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY, THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. {} HUFawrtCHED WPLEKOunET '`� PPO VOLT —ET REI—D —T 11—E C� C y jy � ORCEILING wuNTE—D—RE HAgo-xwED AND LATER INPI.VAPCR°ROOF ® CONNECTEDAN IN ERr IPRDVroEAOEowTEsu —TI - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. p REINFDRCED.uNCTKaNBOK # WALL-1— BACKLP 0 E%luuSTFANIrENTT0EK1 M) O THERrosTAT EKHAUSTFA GHTCOMBINATKNJ ® TELE°HONE �® GAS SUgglr wnH vALVE —}re HOSE BIBS - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP&CUTOFFS. ryENT TO EXTERK%il © TEL>=vlsKw - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - # a THREE-wxr swtTCH 8 ELECTRIC METER —+ �M•wATER srue ouT 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 MANUFACTURERS WRITTVIDE a FouR-wAr swITCH , Lax voLrAGE DunEr ® FLWREBCENTLIGHTFtt1URE o E-1 PAWL TECH Hue srsTEM DISCONNECT SWRCH WALL SCgN;E SHEET NO: NDINAS. - PROVIDE AND INSTALL LOCALLY SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FIL 6.12 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. AND PROVIDE e� .� s s i r 1 s CM J � O S Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 108 12 12 These drawings are the ight property of Staare s� �6 n Homes and are notto be ROOF TRUSSES PER /— STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the bulder. 0 2023 Starlight Homes LAST REVISION QzNa FLOOR aL. HT. — V `� ••••• • S D BY: •• ! BED 2 OWNER'S BED 2ND FLOOR FIB._ 1ST FLOOR PL HT. _ _ _ _ 1ST FL. WOW. HT. • z 4¢ C ENTRY : w FAMILY RM • �' MAINTAINMIN. r� +S �' ••• ,IIIII • I•� 17R�0'-11-1 ` 6'-8'HEIGHT AT FRONT i OF WATER CLOSET 1ST FLOOR FIN. FLR T� 1 W O N O BUILDING SECTION 'K' 1/4" = 1'-0' AT 22"X8 " LAYOUT 1/8' = 1'-0" AT 11" X 17" LAYOUT J r a N _' W U W fn O SHEET NO: FL 4.8 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6'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 ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 6/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS E16 FIBER CEMENT PANEL SIDING Wi 1X3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING) E18 1%FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINVL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED �l 16 6" FASCIA ��D 1 v FLOOR PL HT._ FRIEZE v 2N0 FL WV FYPON BKT.12X16 H ❑ 0 1 s 6 - 2ND FLOOR FIN. FUR. \/ FLOOR PL HT. — v 1ST FL. VOW. HT. _ 16 e e 16 � ❑ ❑ o LL ... 4' 16 � ❑❑ Q® m 1ST FLOOR FIN. FLR. r, FRONT ELEVATION 'K' 1/4" = 1'-0' AT 22X34" LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT LOT 108 * = 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 FASCA 2ND FOOOR PL HT_ _ _ _ _ _ _ q 2ND EL 10QW_kLT 2ND FLOOR.N. FLR. 1ST FLOOR PL HT_ ..... ......... ................ .... 1ST FL. WOW ❑ ❑ 13 1ST FLO�FLR. REAR ELEVATION 'K' 1/4' = V-0" AT 22"X34" LAYOUT 1/O" = 1'-0' AT 11" X 17' LAYOUT GM J i O i Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: Th RT C r4�c.- ese drawings are the properly of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST ```sl ffill 11 m J a o—° CST r Q r Y 1 N W O O J r a EL- cn > 00 � W SHEET N0: FL 5.8 II— x - w J f LOT 108 (� I a z WP/GFI CW w FJA A/C COND. 0 \ AC U HB J. WP/GFI I� .. .�YY LJ ISSUE DATE 2023 FOR 07REVIEW _- REVISIONS: ° WI I FAM111L' Px I P .. i Tv r, -� ANAB \ -� / REQUIRED PER STATE AND ' ( / 9A C 3 fi LOCAL BUILDING e g .� coDE ' cFll \ 1; These drawings are the property of Starl ght Homes be ': DISHWASHER r t DISPOSAL —" :T�. K I I t H E N `. I 1 " I and are not to utilized for construction, or 0 1 e ii m j , = T < m = ; 1220 . T J - ` /'r� copied in part or in whole without permission from ®i A GE1 / 7 zi - MICROWAVE — , I the builder. 0 2023 Starlight Homes S m i i • ° ° zi' F ` tt 888 I I HVAC E GFI tt / SERVICE a- ..... 3 L > W PANEL r ���> a.. 1 � LL LL y1 ....RECIF LAST REVISION E 3 / � I RED SWICH'STANDARD .... _: ELECTRICAL BOX HEIGHTSrouGHvABovESWITCH 30, ELEC-- -€WATER HEATER J /' SERVICE PANEL '�f ; L� l KEYLEBELOW9RE AND LOCATIONIGHT \f-�-� / I I J� PER BUILDERS LAST SAVED BY: TTIC I I I fi SPECIFICATIONS AND LOCAL CODES/ ELECTRIC METER / / TELEPHONE/ ISIO F_ € 3 F KEYLESS } i I ENTRY j SERVICE BOX \ i_ I r tl } - b I /GFI DOOR \ ( # p S OPENER 7I € - m a as HlcH VANnv = I l i 3 \ WP/GFI r r X CABINET Z ._. _-_ _-4119 J T } NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) a 1 � �- J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN rKr FIRST FLOOR PLAN rKr QO � OVER BATH CABINETS OVER KITCHEN CABINETS z r, 0 1 /4' = 1'-0' AT 22'X34' LAYOUT = 1'-0' AT 1 /' X 17' LAYOUT 1/4" = V O AT 22-X34- LAYOUT = 1'-0' AT 11' X iT LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT DUPLEXOUTLET 0 cw � n CEXING I--wcANOE-..T % c EILNGFAN CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0wP,BFI WEATHERPROOF GFI WPLEX CUTLET LIGHTFUTURE PUSHBUTTON SWRCM �0 (PROVIDE AMWATE v SUPPORT) - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' BR GROUN6FAULT CIRCUIT-NTERRUPTER DUPLEz ounEr 11CV SMOKE DETECTOR WALL MOUNTED INCANDESCENT HARDWXiEDAND NTER CEILING FAN LIGHTFI—M CONNECTED W/BATTERv WITH NCANGESCEM - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE {{ HALFswrtcHED WPLEx ounET BACK-UP LIGHTFO[TURE 1 RECE- DNCANDEscENTL1HT11— \ (PRo­Eo TESI P cET) {� oR CEXNC MouNTED LED FIXiLAE V CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. HARDWwEO1 0114 0. NP)•VAPOR PROOF ® ONNECTEO W/BATTERY - 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. fI zar. Y10 V0.T WiLET O REINFORCED—T-100X BACKLP 0 EXHAUST FANOT RMOSTAT (VENT TO EXTERM) THE�® GAS sui-WITH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # wAu swncH �a EZHAusTFuux;HTconemATpN ® TELEPHONE �ro HGSE eree - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP&CUTOFFS. �F (VENT TOEZTERx�R) TELEvxgN © - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALLELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, i' THREE�wAvsWITCH yy —WATER.— ® FLWRESCENTLIGHTFI. HE 8 ELECTRIC METER SHEET NO' DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S i a FouR.wAv swrtcH 0 ELECTRIC PANEL WALL SCONCE WRITTEN INBTRUCTKINs. ' LOWVOLTAGECUTLET TECH HWSYSTEM i DISCONNECT SWITCH - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE �� �.� HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. fl— CU _j2 ec to ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 109 12 12 These drawings are the 5� �5 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. 0 2023 Staftht Homes LAST REVISION NO FLOOR PL FIT _ _ _ _ _ _ _ _ _ _ _ 2ND FL. VQW IMt OWNER'S BED 2 BED I►r ,1 LA ♦IN4ED BTyy 2ND FLOOR FIN. ELR--�q — — — _ _ iS LO PL. HT._. n _ 1STFL VOW—FrT.__I9 IDFPDF w U 1SC°s - - FAMILY RM ¢ ENTRY zp MAINTAIN MIN. 3 17R*0'-713/32' OF WATER CLOSET00 68'HEIGHT AT FRONT/ ' - �• _ 1ST FLOOR FIN. ELR. Q � rrrrI nll X N Z r, BUILDING SECTION V J 1/4' = 1'-0" AT 22X34" LAYOUT 1/8" = 1'-0" AT 11' X 17' LAYOUT , w W W0 J SHEET NO: FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8"SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOWERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBERCEMENT SHAKE SIDING PER DEVELOP ER W/ 5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16.O.C. (VINYL BOARD AND BATTEN SIDING) E16 11X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 I FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 109 FRONT ELEVATION V 1/4" = 1'-0" AT 22'X34" LAYOUT 1B" = 1'-0" AT 11" X 17" LAYOUT REAR ELEVATION V 1/4- = 1 -0" AT 22X34" LAYOUT 118" = 1'-0" AT 11" X 17" LAYOUT CD i N � � W J f O Oct I-- LOOR PL. HT ISSUE DATE: 07.28.2023 FOR FL. VJDW HT. � REVIEW REVISIONS )OR FIN. FIR. LOOR RIL HT... 5 FL VUDW. dt& These drawings are the property of Staftht Homes and are not to be utilized for construction, or DOR FIN. FIR. copied to part or In whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION ````+ ll# �''� LAS �'xL D BY* 3'!. 6006" LU -OOR PLFF =L'L_WDW. W O N O f J a a N w 0 w J t4 iOR FIN. Fesi/ \ _OOR EL HT. Il 1..-VrOW! �L1� OR FIN. FLR. n �� SHEET NO: FL 5.10 0 01 f— cs � N J F O I Q LOT 109 U W 0 ISSUE DATE: 07.28.2023 FOR o ac oC accoNo i='FiTIC.) \ He REVIEW REVISIONS: a i� =, Wj(, ' J j( BED 7 rTV \ € q bi 0� }: FAN AS } REQUIRED PER f STATE AND 0A [( / These drawings are the ght 2 not to be Homes and aerty of re utilized for construction, Or LOCAL BUILDING-s•-L� a W CODE $ = = E sal / / — ° z `c u `�-L�T"y k'iF DISHWASHER GFI / / J � $ ` - I w o G a I , / }� 1� ) ` f\)�ii'?Lt. .-I —.�DISPOSAL f copied in part or in whole without permission from 2.<o q n o a w8 w a q € m 8 3 w 8 a o F \ ®t zzov i 11 P D F i-- — y� s the budder. 2023 Starlight Homes < o a w a u ° , S t HVAC I I t GF € MICROWAVE �FI SERVICE PANEL PUMP LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS To uGHv } E ( I I SWITCH ... ... BELOW e E KEYLESS } s� y ; - t SERVICE PANEL SIZE AND LOCATION TO LIGHT/ O j S� PP"""— RFC. WyQ - SWITCH ABOVE .., F REQ. .ELEC / \ L""'„? WA } WATER HEATER - :f / LAST SAVED BY: wpu cpaNE T LIGHT IN } tt �d ATTIC - — — --- _ / PER BUILDERS SPECIFICATIONS AND LOCAL CODES ELECTRIC METER I \ (,-fG.-.. / .../ ;--� I ` TELEPHONE/ -- - \ u SERVICE BOX �, �tt ,L, KEYLESS L...1Y1 -T. IENTRY' $ ' BED ( 4 /FILINGe /GFI DOORS I !' BEDC CI_G. YY E OPENER ?; �,'� d W i WP/GFI , w 30'cnaNEi liV t F 9ASE CABINET m x k o } 0R.0 t LP s m J a SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'M' NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR AIC CONDENSER (NOT SHOWN) FIRST FLOOR PLAN 'M' 1 J OVER BATH CABINETS OVER KITCHEN CABINETS n Lf 1/4- = t'-0- AT 22-X36' LAYOUT = V-0- AT I V X 1T LAYOUT n 171 = 1' ()- AT 22-X34- LAYOUT = 1'-0- AT 11- X 11' LAYOUT O NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 DUPLEX OUTLET WP icFl WEATHERPROOF GFI WPLE%CURET © cH11.Es cEa N+DLwTED W--E.c T LIGHUMME PUSHBUTTON SWITCH /J % csa1-1 (pgOVNE ADEQUATE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 ,\ v - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/IJGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE 0— GROMW AULTCIRCUITINTERRUPTER DwLEZ GunET WRE%—T nov sAaKE DETECTOR WALL AglMTEO—NDESOENT ® HAROWWED AND INTER LKiHTFIXTUiE CONNECTEDwIBATTERV BACK -IA y 1ECE-1INCANGEsceNT LCHT FxTURE C. CEILING FAN WITH INCANOEGGENi LIGHTFtlRURE (PR EADEouATE SLwPGRT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. uw 2P0 vaT—T {� GR...GrAGUNTED LED FIXTURE HADWBiEn Arm lrvTEa (W)-vpPaR PROOF ® CNNECTED W/BATTERY V - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY BAacu NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O 0 EXIMUSTFAN(VENTTOEXTERKM) T.—�® GAS sup —WITH VALVE REINFORCED JUNCTgN BOX OT T - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® TELEPHGNE --}re HGSE eIeB - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS CUTOFFS. wAu swlTw ExwusT FpNA1GHTCOABWpTKJN E%TERnrp - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS., TWEE-wAv swlTCH (vENTTO © TElEv4SgN 8 1.N' WATER STUB OUL - 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 WRITTEN INSTRucTpNs. PROVIDE +1 WAY $LARCH + Fain , Lav vDLTpcE oun-ET ® FLLORESCENTL%ilT Fp(IURE ELECTRIC METER 0 ELECTRIC PANEL TECH Hue srsTEM i DlscoNNECT swITCH N wuL scorx:e SHEET NO: �� �. O - AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. w x J � O Q r� ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 110 12 ,z s� �5 These drawings are the property of Starlight ROOF TRUSSES PER STRUCTURAL ENGINEER Homes and are not to be utilized for construction, or copied in part or in whole without permission from �ZNQ-FLOORPL. T _ _ 2ND FLV D HT. _ _ _ _ _ OWNER'S BED 2 BED 4 m the budder. 0 2023 Starlight Homes LAST REVISION LA VED B* 2ND FLOOR FIN. FLR. _ _ _ _ _ 1ST FLOOR PL. HT. _ �'el� ('� ••••• ••• • + • y - ,i D�7 CV ••• 1ST F4 WDW HT .. — — _ z — ENTRY : w I' r, . FAMILY RM g m a - 3 MAINTAIN MIN. i 17 R @ 0' - 7 13r3T 8'-8' HEIGHT AT FRONT OF WATER CLOSET 1ST FLOOR FIN FLR� - r, BUILDING SECTION"A" i/4' = 1'-0' AT 27X34' LAYOUT 1/8' = 1'-0' AT 11' X 17' LAYOUT Q �� W o J � EL cn 0° O ►�il�rlr,� 0 v W J SHE TN.: FL 4.1 1 •• � ydl� /°i W � oo¢� Q — Y.y.b�t Z v \ O ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8"SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 18' O.C. (VINYL BOARD AND BATTEN SIDING) E18 1 X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 FALSE WOODNINYL SHUITERS, 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. 2N FLOOR F 2ND FL. VrDW 2ND FLOOR F Q 1ST FLQOBP q 1ST EL Vow 1ST FLOOR FI LOT 110 Q ND FLOOR I V 2ND FL. WOV 2ND FLOOR it TFLOQfjf Ql 1ST FL. Mm ST FLOOR F FRONT ELEVATION 'A' 1 == 1:- AT 22-X34- LAYOUT I.- = 1'-0' AT 1 P X 11 LAYOUT REAR ELEVATION 'A' 1/4' = V-0- AT 22'X34' LAYOUT 1/8' = V-0' AT 11- X 17' LAYOUT x Cz - N J i O coo Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. U 2023 Starlight Homes LAST REVISION LA ED BY* • •s• ••o s � i O: J I r W N W O o J T Q a cn > W coo J SHEET NO: FL 5.1 x CD +— R LOT 110 J f O Q 0 WIP GFI @ y PAT 10 ac coND. o r � \/� ' ac Her I }11p WP/GFI ILL) ISSUE DATE: • FOR REVIEW L ... vv a®= REVISIONS: t I i°1C ,. TV®: 111-Tv ANA I I / REWIRED PER STATE AND - } LOCAL BUILDING - F ¢ t •\ 1 CODE m — `yam} _ 3 FI -\ These drawings are the property of Starlight DISHWASHER T ( o m _�� o , DISPOSAL , \\� Homes and are not to be utilized for construction, or 220 o c m w i m V < O o > m � — copied in part or in whole without permission from LL 9 e ®/ A -_- m m W , W o g g GF7 =j MICROWAVE \ w VP @ Fl w g � '" @�3 FI ` iC ESB SERVICE the builder. 0 2023 Starlight Homes >> 7 PANEL x ® i # ® , TO LIGHT/ LAST REVISION LLREC PUMP, ) ©I F Rw. STANDARD ELECTRICAL BOX HEIGHTS p TO LIGHT/ = ABOVE ISWITCH30A ELEC tV V 3�.,0 I _ 3 BELOW WATER HEATER — r SERVICE PANEL Vv KGHrT IN ' / - 1 3 1 \\ / SIZE AND LOCATION PER BUILDERS LAST SAVED BY: TTIC 1 + SPECIFICATIONS I I . AND LOCAL CODES / f(( /\i- �- i -.\ - ELECTRIC METER \ jfi� TELEPHONE/ \ / / TELEVISION KEYLESS SERVICE BOX 0 /CEILING\ /GFI DOOR \ OPENER I II / \ 1 A==FI T� Q WT NGN VANfIV t LLO BASE CASWET CABI;;$ NET m MO O a Z m - -- — - — - — - — - — THe a NOTE: EXTERIOR W.P. OUTLETREQUIRED NEAR A/C CONDENSER(NOTSHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES ` r J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN W FIRST FLOOR PLAN W O 1/4' = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT 1 1/4" = V-0" AT 22"X34" LAYOUT = V-0" AT 11" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. # ouPlEz ouTLET © CHIMES - PROVIDEAND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL ¢ cEaWCMOUNTEO WCAwEscENT %W CEILNG FAN 4}wEATHERPRODF GFI DU_ounEr LGHTFIXi1ME PUSHBUTTON__H (PROVXIEADEOLMTESUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. �} OR GROUND -FAULT CIRCUIT TERRUPTER 11GV SMOKE DETECTOR WALL MOUNTED INCANDESCENT ® HARDWRED ANDINTER CEILING FAN WITH WCANDEWENT —Up LGHTFIXTURE - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." DUPIEzcunET LIaHTFIXTURE cONNECTED W/BATTERY </ /�/OJT(\/\/� - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. a HA 4WITCHED DUPLEX OU ET y RECEssEDWCANDEscENTLGHTFIXTURE GOX DETECTOR (PROVIDE ADEQUATE SUPPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. {� M) EVAP� q� LE°FonuRE ® HAROwREO AND INTER-V zmv P20 VOLT OUTLET CONNECTED W/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY eAcicu NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. REINFORCED LNCTXMI BOX Q EXHAUSTFANryENTTOEXTERGO RI THERMOSTAT ­0 GASSUPPLYLWTHVALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL QJ CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ✓>o ® TELEF_ �ITe HOSE BBB wAu swrtcH EXNAUSTFANAGHTCOAHWATGN - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. l� TO EXTERIOR) (VEW © TELEVBpN 8 - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. i3 THwEE wAv swlTCH --+CW 1NWATE.ETU130UT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, d FLUORESCENTLGHTFIXTURE 8 ELECTRICMETER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. f A FOUR WAY swrcCH ® v ELECTRIC PANEL J� - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: , LOW VOLTAGE OUTLET TECH HUTS sysTEM j DGcoNNECT swITCH 7{ WALL scONCE WRITTEN INSTRUCTGNS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. MV FL ". 1 r i CD N � W J f O fi S Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 111 ,z 72 These drawings are the property of Starlight s� �5 Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the builder. U 2023 Starlight Homes LAST REVISION _ _ 2N0 FLo P HT. _ _ _ _ _ _ 2ND FL. NOW HT. OWNER BED S BED 2 `��1111111/ SAVE Y: it 2NO FLOOR FIN. FUR 1 ST FLOOR PL. HT. 1 ST F.,,NM Hr. /\11F W U Z �` FAMILY RM '`, 4 w ENTRY 2 4 0 MAINTAIN MIN. + 3 17R@0'-713/37' 6d"HEIGHT AT FRONT \`� �'/ OF WATER CLOSET ' 10 1ST FLOOR FIN. FLR. N .' *OW o QU M �v 2 N � 6 Z �• W O r, BUILDING SECTION 'K' 114' = 1'-0' AT 22"X34" LAYOUT 1,S' = 1'-0" AT 11" X 17" LAYOUT a V1 / WO W N SHEET NO: FL 4.8 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8'SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT I6-O.C. (VINYL BOARD AND BATTEN SIDING) Ei6 1X FIBER CEMENT TRIM OR EQUAL. U.N.O. SIZE AS NOTED E17 FALSE IN "NYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24- ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 111 91 FRONT ELEVATION 'K' AT 22'X34' LAYOUT I.- = 1'-0' AT 11' X 17' LAYOUT r, REAR ELEVATION 'K' 1/4' = 1'-0' AT 22'X34' LAYOUT 1fir = 1'-0" AT 11" X 17' LAYOUT LOOR PL FL�WINN. HT. s . FIN. FLR__ LOOR PL. DWI W. HT. 3GR FIN. FLR,_ & 2ND FLOOR PL HT. n 2NQ-ELSMOW HT& 2ND FLOOR FIN. FLR� 1ST FLOOR PL. HT.-.� _1STFL.NUW HT. & 1ST FLOOR FIN. FLR.-& C7 - N J f 0 Q H ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION L SAVED: Il•e.:J •• �� sip s • N J � W O O J r a a cn > O W J SHEET NO: FL 5.8 x Cz — w J � � x LOT 111 y WP/GFI QD ISSUE DATE: 07.28.2023 FOR REVIEW o A/CCOND. PATIO n/c HB WP/GFI .. :. .:_ .. REVISIONS: is g j ® 2{ { FF —} ( f� yy 1.E �. 1.l I# liTv 5 1" 1 TVt I FAN AS gg REQUIRED PER ? STATE AND LOCAL BUILDING A 3' CODE / These drawings are the m < 3 °< o s a w m 1 J3 GFI ll - 1 €" ( € ?_F1 GF_ DISHWASHER i , , I€�'i¢��3 - DISPOSAL property of Stadight Homes and are not to be U1111Zed for COnSWCIIOn, Or copied in part or in whole w f ww z`g e. ® �•zzov�ix /�---� it f wthoutpermissionfrom the builder. 0 2023 m g w w 2 8 o LL? °a{�Jlvr } — a t V r' � j f 1 3 5,11 _.... L� I/ .. t, MICROWAVE !FI SERVICE ® IL . -�P _�0� PANEL Starlight Homes LAST REVISION _. r TO LIGHT/" %i SWITCH ijr*� REC.UMP REO, c7 ABovE30A LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS TO LIGHT/ -- i ,SWITCH ^� _. -- = j —WA ER H / SERVICE PANEL \ t_, WATER HEATER I BELOW �; •\ KEYLESS i l p:{�r SIZE AND LOCATION '` i / - LIGHT IN _ ',; PER BUILDERS / E�) ATTIC {�t�} '; w SPECIFICATIONS AND LOCAL CODES GARAGE I - I Iy wALL CABwET _ £ ,-� / ELECTRIC METER j ELEPHONE/ TTELEVISION SERVICE BOXt p, �^�- �/ t V E t KEYLESS \ w o / ® ® \ Bi .CJ 21 -/ �{ )- fl. L; ? / EILING\ I j I // OPENEGFI R \\ i LL iI I } __�3 _._.r.....-_....... < 4 o W"'H VANITY i o BASE CAewET CAMNET a _ r k o N f I [ WP/GFI / \ s f [) PORCHE ,\ r OctT \/ Y _ .. --._-_----- O LU Q a H. SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'K' EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) FIRST FLOOR PLAN 'K' FLNOTE: 1 � C6 J OVER BATH CABINETS OVER KITCHEN CABINETS 2 1/4' = 1'-O AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT 1 1/4" = 1'-0" AT 22"X34" LAYOUT = V-0" AT 11" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 DU—. QUTLET wEATHEHRHooF CFI WPLExounET ¢ csawc MOwrIED weANOEscENTcEZING LIGHT FunuRE PUSHBUTTON SWRCH FAN (PROVIDE ADEQUATE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �wvmFl ,` \� - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' � cR GROUNOFAULTCIRCUIT wIERRUPIER DUPtFX—ET av SMDNE CETECTOR L— A XTUIlE INCANDESOENT ® HMONMiED AND INIER LIGHT Fq NTE c�NNEcIEwiBArTEHr BACKLP cealNC FAN WITH wcANcescENr LpHT FBRIIRE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. 4% HusswrtcHED umLEz ounEr IIO' --T—T y RECES DINGNDESCENTLIGH 11—E cce OETEcrIXi fY^L OR CEaMG MOUNTED IEDFaTWE{��Eo,�� IrD) vAPOR PRooF ® / \� (PROVIDE A.TE S—T) C/ - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O REINFORCED XWTXIN wx $ zEcrEDwrBATTERv 0 EXHAUST FAN (VENT rOExTE ) THE—THE ® TELEPHONE 1—® GAS sup— WTH VALVE HOSEBIBB - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. wA<L swITCH ExHAusr FAN.LCHrcoMBwArroN Ex IJ1O ExWIGHT - # © IELEVLSroN HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT ( FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, GRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S a THREE—swrtcH #G FW0.WAV SWrtCH ® FLWRESCENT LMHTFIXTURE 8 ELECTRro WTEH v ELEcmz: PANEL SHEET NO: , LOWvar^cE OUTLET TECH Hue srsTEM D6CONNECT 5NRCH �1 W^u sf.ONCE PROVIDE - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST 8E HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL 6.8 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 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 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 INSWING 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 SUP -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 Fl LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE FOUNDATION WIDENS - AT SITE SPECIFIC CONDITIONS LOT 112 19'E' 3 ,/2' 10'-0" 9'4 1/2" § PATIO SLAB NI 4" 8 MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. t j NOTE: LOCATED GRADE I VERIFY ALL GRADE I P i UNDER ALL LOAD I IBEAM LOCATIONS Ij BEARING WALLS PRIOR TO POURING !E OFCONCRETE. C I r-n w 4 - i I V-10 12" T-9 t �.. 4 a, 4 n m a # o .....--- ARAGE SLAB _ 12 REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS F2 W m a O m j w 1 i , o•-r e a• r --I 4' 6' 6' CURB AT EXTERIOR I GARAGE WALLS, SEE o STRUCTURAL 0 2 I e 6'4• 11• 6'-0' ,'-2" PORCH SLAB 1'-71/2' 1V-7• V-71/2" 8'-1' REINFORCE PER LOCAL 19'8' CODE AND ENGINEER'S SPECIFICATIONS 1 /2• 7 1/2' SLAB PLAN U 1/4' = 1'-0" AT 22"X34' LAYOUT ire' = V-0" AT 11' X 17' LAYOUT f-- CM J � OCr Q II— ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the bulder. 9 2023 Starlight Homes LAST REVISION LAST Q tf is .4 W J J T- li a Itov MI � J V O J SHEET NO: FL 0.1.8 f� x CM - w J f O fx x Q H ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 112 12 12 6� �6 These drawings are the property of Stadight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes 2N0 FLOOR PL HT. zr D FLVYDff Hr. _ _ _ _ _ _ _ _ _ _ _ _ _ LAST REVISION BED 2 OWNER'S BED ` ` yy / T SAVED B> 2ND FLOOR FIN. FLR. _ _ _ _ _ ` i 1ST FLQOR L.H _ — _ _ _ `�-� • 3 • �/? Ei! O LL •• O« ♦ ENTRY 4 FAMILY RM •. O Z LL U r m � m O 4 "— ♦ 3 MAINTAIN MIN. 6'-e'HEIGHT AT FRONT 1ST F400R FAR OF WATER CLOSET / N s• r, BUILDING SECTION 'L' V4" = 1'-0" AT 22"X34" LAYOUT 11W = 1'-0" AT 11" X 17" LAYOUT W O J � a N O U N 0 SHEET NO: FL 4.9 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8"SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS t1_2 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/04 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16' O.C. (VINYL BOARD AND BATTEN SIDING E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOODNINYL SHUTTERS. TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 112 2ND FLOOR F 2ND FL. WDW 2ND FLQQRE q) 1ST FLOOR P q_ 1_$T FL NAW Q1ST FLQQB.E FRONT ONT ELEVATION U 1/4' = 1' AT 22'X34' LAYOUT 1/8' = 11 AT I ' X 17' LAYOUT Q 2ND FLOOR IL HT_ % D FL. VA W. HT. q2ND F100R FIN. FLR. q75T F100R PL HT- Q1ST FL. WDW HT. _ 1ST FLOOR FIN. FIR. REAR ELEVATION U AT 21X34" LAYOUT 1/8" = V-0" AT I " % 17" LAYOUT li- x CD J i O Z Q W ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole Without permission from the budder. 0 2023 Starlight Homes LAST REVISION LAU4AED,BY: r m U- so Z CL Ljj 00 W O o j r a a cn > 00 ~ O W J SHEET NO: FL 5.9 C7 a w LOT 112 Q PATIO ac mono o ISSUE DATE: He , - \h < WP/GFI VA—ZZZ ffflll TTTfff-• 07.28.2023 FOR REVIEW WIG REVISIONS: � l i TVA, 3 jN-TV -- AN AS \ / REQUIRED PER ' ,•�A - STATE AND LOCAL BUILDING �. {£ \` " ¢ w CODE a v These drawings are the property of Starlight Homes and are not to be .f sfGr rT, Lax DISHWASHER T ) \ 4 _ 0 3p�,y�p' i �F 3 9' utilized for construction, or ° w i i DISPOSAL -r• ! \ i is I E a-..', t V i r o a z2o f �`. copied in part or in whole R; V o { L — ma " 4 " _ \ / g8 _ aw w {L} w z x Q o u i VP� E 6F MICROWAVE I )� o w ¢ o o r _ o m without permission from r the bulde . 0 2023 arl'ght Homes ?? o : HVAC - SERVICE L 1 _ > PANEL . J QLD44� STANDARD ELECTRICAL BOX HEIGHTS E � REc PUMP, c . TSWITHi/' - / �. r SWITCH ' m 1 LAST REVISION I €} l ABOVE TO LIGHT/ ; 30A. ELEC. A 1 A. "11"II" F I 1 SWITCHJ' \ SERVICE PANEL BELOW KEYLESS i/. \v WA7ERHEATER 7 =t _ ! IZE AND LOCATION LAST SAVED BY: yy��.l E -LIGHT IN / / PER BUILD E WALL chew TTIC• ` \ I SPECIFICATIONS fl" "�'�."u:.; I I AND LOCAL CODES/ -_-�' -_-_-�`— tl ELECTRIC METER LT jj TELEPHONE/ v / TELEVISION it �T!.�\ ✓� 7! % KEYLESS ,y __ S,f, SERVICE BOX o t � o E€ 1 OPENER 3 �1 V ;:Zr 3a'cnslrrAi ITT i i BASELABINET ' " l m o ,' sss r ti UJ a 4P q --:- a NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR NC CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS 6 O J _ SECOND FLOOR PLAN U 2 FIRST FLOOR PLAN rLr `%� 1/4' = 1'-0' AT 22"X34' LAYOUT = 1'-0" AT 11" X 17" LAYOUT 1/4" = 1'-0" AT 22"X34' LAYOUT = 1'-0" AT I I' X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0—XOUTIET © cwnEs C� - PROVIDE AND INSTALL ARC FAULT CIRCUITANTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL ¢ iEZNc MDUNTEo NcuoEscENr \� cEl- 4I wPAs wEATHERPfpoF Crl DuaeXaunET IGIIT F—E PusHeunw swrtcH IPRDvoE ADEQu.ATEswPDRT1 CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE eACKDRAFT DAMPERS. 0 oN GROUNOFAUL—RLUIT-NTERRUPTER IAA WIREDAND I. R WALL F—ED NCANDESCENi ® HARONIREDAND INTEF - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' DUPLEX OUTLET LIGHT FIZTURE SA.-TED wieATTERv CEILING FAN WRH INLMIDESCENT BACKLP LIGHTFLVTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE 0 HALF-SWNLHEDDUPIEXOUTLET 1 RECESSEDI 'DESCENTLCHTFITUPF coz DETECToa (PRDVmEADEQUATESLwroRT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. {} ORLEGMGMWNTED EED FanA1E HARDWNEDANDINTER. @I uoi 2Z0 VOLT OUTLET (VP).— ® W �� - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY aAcrcw�n NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 EXHAUST FAN (VENT TOEXTE—) THERMOSTAT --® ..SU—VATH—VE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL JQ REINFLRCEDJIINCTIONBOX OT CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® TElPHONE HosE ews LswITLH EZHAusT FANAIGHTcoMBNATxW W� s - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. TO EZTERxzll NENT ® 1E�Naxx4 tx - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. THPEEWAVBWITCH ELELTNECMETER tM-WATER STUB qR - ALLELTILES MP, AND ANDMECHANICAL HEATEREQUIPMENT (FURNACES, NOCATIOUNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 4 —WAY SWITCH ® fLUORESCENTLIGHTF0.TIRE e DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. # o EIEc1RC PANEL N - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: LOw VDLTAGE QURET TECH HUBSVSTEM �{ WMLSCONCE WRrtTENINSTRUCT— , DIE —ELT SWRCH - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE �� �.� HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. fl— x CD J � Ce x Q H ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 113 12 12 These drawings are the s 6 property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes - - 20D FLOOR PLC\ _ _ _ _ _ _ _ _ _ _ _ _ 2ND FL. WDW Hi._ �//\ 11 LAST REVISION OWNER'S BED 2 .9 BED SAVE*BY: -- 2ND FLOOR FIN FLR I� V � �04 1ST FLOORPL._ H, V ! ! V 1ST FL WDW. HT. /1 �7 Co w - Z N N U Z O of O FAMILY RM a ENTRY O tD � i 4 MAINTAIN MIN. 3 17R0'-713/32" 6'8"HEIGHT AT FRONT -- 0 OF WATER CLOSET �� _ 1ST FLOOR FIN. ELR� '� SECTION 'B' W oBUILDING X'LAYOUT ie'= I'-0'AT 11"X 17"LAYOTC 1/4=VOA7 r _ I— W aCnN W °° O J SHEET NO. FL 4.2 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHr' AS NOTED E4 6"SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOWERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, LADE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFNJALL INTERSECTIONS Et2 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/Sldxd CORNER TRIM BOARDS E73 FIBER CEMENT LAP SIDING PER DEVELOPER W16/4xd CORNER TRIM BOARDS E16 FIBER CEMENT PANEL SIDING W/ 1X3 8ATT5 AT i6' O.C. (VINYL BOARD AND BATTEN SIDING) Etfi 7X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 FALSE WOODNINVL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED " 12 i 12 6� �6 FASCIA E16 Eg 6' fi FRIEZE - _ AND FLOOR PL HT. z:1z - _ - 2N0 FL. WOW. HT. SMOOTH i? PANEL SIDING a m 4 * * 6 6' 16 22NO OR FIN. FJR_& _1 ST FLOOR PL. h & 16 6" 6 16 m 16 4 ®® 1s 1 ST F60OR FIN. FJR-& ,� FRONT ELEVATION 'B' 1/4' = 1'-0' AT 22'X34' LAYOUT 1 R' = V-0" AT 11' X 17" LAYOUT LOT 113 * = 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• 16 FASCIA - - - - 2ND FLOOR PL, HT. Il -2ND FL. WOW H� o� � m o o - _ _ _ 2ND FLOOR FIN. FLR. _/1 1ST FLOOR PL. nV 1ST FL WOW W='-HT. L1b' 3 .. .. .......... ....... -- 1ST FLOOR FIN. F� r, REAR ELEVATION 'B' 1/4" = 1'-0' AT 22"X34" LAYOUT 1/6" = V-0' AT 11" X 17' LAYOUT rl- CD - w J � � x Q H ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: Th r0. l ese drawings are the property of Sta SHEET NO: FL 5.2 CM i N J i � x LOT 113 A/GFI C COND. PA-1 10 HB WP/GFI ISSUE DATE: 07.28.2023 FOR �L.._ _. a � REVIEW yq r REVISIONS: FAMILY t 2" M � �"• 13E '- (I I TV TVA.'-- FAN AS / I REQUIRED PER STATE AND LODEL BUILDING o _ a ... _ > _,,.µ .m�._ IGF�I These drawings are the property of Starlight /- ,_DISHWASHER X K #G�tl_N DISPOSAL Homes and are not to be utilized for construction, or b m o r = I copied in part or in Whole G w _ t � q mw o — d ^ d m a \ / �/ �' —. without permission from the binder.0 2023 ,7 g w m a g m$ / IU / gg I -� i MICROWAVE z x o - KEY. I,,, _ >. ��' FI ci SERVICE U tl ¢ { PANEL a 50. 1 Ii Starlight Homes I -0 r€€ I TJ�T •\ i TO LIGHT/ LAST REVISION { -.� REC. PUMP, iLy (( LL SWITCH c7 ,,, IF REQ. t7 STANDARD ELECTRICAL BOX HEIGHTS rS LIGHT/ f Awe aoA. ELEa SWITCH """' I SERVICE PANEL ' L=.L \ WATER HEATER / / KEYLESS tA) t SIZE AND LOCATION BELOW r � LIGHT IN pu� -�1 PER BUILDERS - 1 I \ GR('Tp=._ / _t LAST SAVED BY: I w L,d ATTIC € SPECIFICATIONS AND LOCAL CODES _ ELECTRIC METER WALL CASINE - ��� V ( ✓ TELEPHONE/ - I c, o _ I TELEVISION I V / > 1 SERVICE BOX �� KEYLE93 aU BED ED 3 '� � 10 /CEILING\ yr v /GFI DOOROPENER / v l WP/GFIIp 3V HIGH VANITY j i o SASE CABINET I / \ 11€ CABINET e, f L ^ (_$/^¢E"' i / \ Y �-/� V/ „ [ l l .+E f\ m _ _..._-� , O Z HB — —"— — — —_ J } a 0) NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES I�— J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN rB1 FIRST FLOOR PLAN 'B' n r, 1/4" = 1'-0" AT 22X34 LAYOUT = V-0" AT 11" X 17" LAYOUT LJ 1/4- = 1'-0" AT 22"X36' LAYOUT = 1'-0" AT 11" X 17" LAYOUT J NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. DwLEX auTLET © cwAFs - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CEILING MOUNTED NDANDESOENT CEILING FAN 0-1 WEATHERPROOFGFIWPLE%OUTLET � IGHTFolTURE PUSHBUTTON SWRCH (PRp IDE ADEOLMTE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. #GFI GROUND -FAULT GRCUIT�INTERRWTER WALL IIWSMDI(EDETEOTOR MOUNTED INDANDESOENT ® HARDWIREDANDINTER- - FANLIGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS." DUPLEX DUTLET CONNECTEDWi BATTERY CEIUNG FAN WrtH NCANDESCENT LIGHTFxiLXiE BACKLP LKiHTFIXTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE r} HALF—HED DUPLEXD T 1 RE 1ED INCArvDEscENT LwHTFmuRE coz DETECTOR (PROVIDE ADEQUATE SUPPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. OR CEILING MOUNTEDLEDFIXTURE RAROWIREDAND INTER # 2MI—TOUTLET -'...'OR PRDOF ® _E.TED Wi SATTERv - 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. 0 EXHAUSTFAN(W—EXTERIOR) —TATI—® GAS SUPPLY WITHVALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL RFINFORceD.uNCTX»lernc OT CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® P E �re HDSE BIew # WALL swrtcH EXHALISTFANAIGHTC--TXXI - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (VENT70 EXTERIOR) © TFLEwsXx1 SHEET NO: - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #a THREE- WAY EWITCH W 1MWATERSTIAOUT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ® FLUORESCENT LIGHT FIXTURE 8 ELECTRIC METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. a FouR.wAr swrcw 0 ELECTRIC PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S LowvoLTACE CUTLET TECH —u TEM WAu.—E WRITTEN INSTRUCTIONS. , i DlsconNFCT svrtcH - PROVIDE INSTALL FL 6.2 AND LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. r- x Cm O S Q d— ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: LOT 114 +2 12 6 �s These drawings are the properly of Stadlght Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the budder. 0 2023 Starlight Homes — _ 2ND FLOOR PL HT�I — — — — — — — — — — — — —2ND FL,WPW� LAST REVISION OWNER'S - BED 2 BED SD BY: •• _ — — — 2ND FLOOR FIN, F_ LR 1ST FL. NUW. 1 _/\ lI � i U ... 4 Q ❑ w ENTRY LL S 4m �Co FAMILY RM MAINTAIN MIN. 17R @ O- 7 13/37' 6'-s" HEIGHT AT FRONT - OF WATER CLOSET _ 1ST FLOOR FIN. FIR. /1 — ,GILDING SECTION 'N' L% 1 /d' = 1'-P AT 22'X34' LAVOUi 1/e' = 1'-O' AT 11' % 17' LAVOUT I T� Q r W O a H Cb O W O W LLJ N J SHEETNO: I L FL 4.11 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 514.4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W11X3 BATTS AT 16-O.C. (VINYL BOARD AND BATTEN SIDING) E16 iX FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL RIGHT ELEVATION 'N' 1/4' = 1'-0" AT 22'X34' LAYOUT 1/8" = V-0- AT i /" X 17- LAYOUT me LOT 114 r, FRONT ELEVATION 'N' AT 21X34' LAYOUT 1111 = 1'4' AT 11" X 17' LAYOUT C3 J � O Cr I W ISSUE DATE: LQQR PL HT. 5� 07.28.2023 FOR FL. WDW. REVIEW REVISIONS: )OR FIN. FLR. LOOR PL FL. WOW. N--& These drawings are the property of Starlight Homes and are not to be utilized for construction, or )OR FIN. FIR& copied in part or in whole without permission from the builder. 0 2023 Staftht Homes LAST REVISION 9!c -O-VED 8Y- 1ST FLOOR FIN. F R. _ ......� 1L]LJ1 - -] 11ST FLOOR FIN. F REAR ELEVATION 'N' 1/4' = V-0" AT 22X34' LAYOUT 1/8' = 1'-(" AT 11" X 17' LAYOUT r 4.'7-1 AU ) T Q r Z 1 N W O o J r a a Cl) > ao 0 W J SHEET NO: FL 5.11 r _� rl— cD i N 1 O I Q N Z ISSUE DATE: 07.28.2023 FOR LOT 114 L. WP/GFI @ PATIO a ac coND. \ HB �f WP/GFI _? _..._. • _.. .__ REVIEW REVISIONS: vl fa�n11.Y i3T�i pLt,ir���r� 1 �.11'3Vi'NL._RS TV C i FAN AS REQUIRED PER - \ / "'-i,�� STATE AND / 1 I o LODEL BUILDING w a (� ,,.,.. ,.., k3Fl DISHWASHER These drawings are the properly of Starlight Homes and are not to be y N LL 9 ii a o ° GFI I J/ d� ( E �— � L� ff T � ^ q�-p„ � ,/ €'01 # C "iEN .�"—DISPOSAL utilized for construction, or copied in part or in whole > w ` f o w� m < 4 s � m a a s a Q ° � f = ® / ®`'� 2z`{�' C HVAO ! I I GF - LI I ._..... � �= J i � ;, — _ I� MICROWAVE ( f £�® - _ SERVICE a PANEL ®_ �N without permission from the builder. 0 2023 Starlight Homes LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS t i € I ( ;ice q ' TO LIGHT/ I , 3 PY�_PUMP, SWITCH 3 C REC. . (�7 IF REQ.L �aT ABOVE Ia s UGHT/ t ITCH:.; -" E, BELOW KEYLESS jk ,.f LIGHT IN�J I SERVICE PANEL' SIZE AND LOCATION PER BUILDERS �d �' �._ soa ELEC. \ / II WATER HEATER ` t \ / ` LAST SAVED BY: /6 d ATTIC I' SPECIFICATIONS AND LOCAL CODES 1 I \ GARAGE i / wALL CAeWE y — I ELECTRIC METER a, TELEPHONE/ 'o _ �-eq+Two CL s SERVICE BOX . .: y /KEYLESS \ E. [ i --4 \( /GFI DOOR\ U o OPENER \ i WP/GFI b o "II.VTII F BABEDABNE g I LL 1 � j� \ � E t i( _.-- - - a r uj W O m Q m ` - �- a -- --'— HB IaaV to SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN IN' NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) FIRST FLOOR PLAN rNr 00 ~O Zi OVER BATH CABINETS OVER KITCHEN CABINETS 1/3=1•- AT22'X34 POUT=i'-0-ATIVX17'LAYOUT `%1/4'=1"0'AT2TX34' YOUT V-O'AT11'X17'LAYOUT J NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 DUPLEX WTLET WEATHERPROOF GfIWREXWIIET © CHIMES UG.ING MOUNTEp "CANDESCENT LIGHTFIXTUHE PUSHWTTW SWRCH CEXING FAN (pgpypE ApEQUATESIAPOHTI CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FANILIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' GFI GROUND -FAULT CIRCUIT WTERRUPTER DwLEx WnET tIDVSNXX(EOETEOTOB WALL MOUNTED—NDESCENT ® HARDWIRED AND INTER1 LIGHTFIXTURE CONNECTEDwiBATTERr BACKIP CEILINGFANWITH LIGHTFIXTURE INCANDESCENT - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGI NEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. HALFSWITCHEOWPLEXOUTLET aao. z 20YWTg1A.ET y RECESSEDINCANDESCENTLIGMPo(TURE coz DETECTOR l^Pl ORCEILINGAgUNTEDLEDFIXTURE HARDETECTOR INTER (VP) -VAPOR PROOF ® CONNECTED W/BATTERY (PROVIDE ADEQUATE SUPPORT) - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND G02 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. VI - PRODE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q REINFORCE—NCTION BOX $ WALL SWITCH eACK UP Q EXHAUST FAN(VENT TO EXTERKIR) THERAXMTAT O ® TELEPHONE ­0 GAS SUPPLY WITH re —EBI. VALVE - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. EXHAUSTFAN&GHTCOMBM TION (VENT TO EXTERXXi) - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - $a THREEWAYs TCH © TELEWsaN 8 ELECTRIC METER —+w IH-wATER SlS WT ALL ELECTRICAL AND MECHANICAL EQUIPMENT ( FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER #i FWR WAY SNITCH / OW VOLTAGE --ET ® FLUORESCENT LIGHT FIXTURE NiX: o ELECPANEL TECH HUBSYSTEM i DISCONNECT MITCH wuL SCONCE SHEET NO: WRITTEN INSIAUCTXINS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL 6.11 `M , *-w OT 107 OT 1 OT 109 OT 11 OT 111,LOT 112 LOT 113 I LOT 114 J O Qi BUILDING KEV IF — r4 ISSUE DATE: 5s-e" 312' 10'-0" 91-11• 512" I 6 12" 101-0" 9'612" 12- 9'-1" 10'-0' 512" 12" 10'-0' 9'-812•' I 12" 91-1• 10'11• 512" 12' 07.28.2023 FOR wlY REVIEW I I I zl I I I I Q I I I REVISIONS: I I I 1 1 I I I I 1 I I 1 I § PATIO SLAB w 0 4 PATIO SLAB w 1 I " s I e " m a� 1 s w PATIO SLAB e a o PATIO SLAB" 4 S N °PA TIO SLAB � N ]IF19'-,' m 4 N I 4 iV � iV These drawings are the 19•-0 12• 20'-,1' 20'-11' .I 19'-1' property Of Starlight PLAN 1386 PLAN 1386 I Homes and are not o be utilized for construction,, or PLAN 1386 LOT 108 PLAN 1386 EOT 110 I 1 PLAN 1386 copied in part or in whole without permission from the builder. 0 2023 LOT 107 1ELEV KR LOT 109 ELEV AR 1 i LOT 111 Starlight Homes I I I 1 I I ELEV OR N•—� ELEV M 1 ELEV K I c LAST REVISION N " I I G " { {I DR i-- xx f2= ' I '" s ^ v v�. .� fir► 11'-0 12' 7 6• 1' 11' 5' 7'6' I 11' T6' 11'6' 71'1 3' 0 LL 0 1 N 10'-712' " 10'-712' a _,..._....,,.....m...,...-.,"'"_-,."...,...., ...(� I 4 ...� " ( 4 ec "',,... 912"; i -__- ____.,_..,_..�.�.".. 912 3 t 1 `: 10'-7• �' 9 12" -- j 1 12" `� 10'-7 12' 1 .. �+ ,e 12" " 10'-7 12" � z77 WO P 1 I tl GARAGE GARAGE II I c I I Wcy G w SLAB SLAB GARAGE w i GARAGE GARAGE W W SLAB o ;1 i SLAB W g I SLAB w I` a 00 W O N O t 1 O J a � J I I I I I 0 iv I CO) y l4 i a N I N I N I _9 1 8'-4• 1-112" 11' W-W I I 1'-4' 8•-0` 1•-712' w 6•-0' I 6•-0' [11'� 1'-712" 8'-4' 1'-2' I I 1'-4` 8'-0" 1•-712 1 11" 6•-0` I I 6'-0" 11"jV-71/2' 8'-4" I 1%71/2` 19'-012" 1012' 19•-1" 1012` 1012" 18'-11' 712' 19'-1" 1012' 1012' 5 12` 12` 5 12' 12" 12` 5 12" 12' 7 12' 159' 8' SLAB PERIMETER PLAN 8-PLEX SHEET NO: U 1 /4' = 1•-0' AT 22") 4; LAYOUT 1 V = 1'-0" AT 11' X 17' LAYOUT A O.1 N Cz LOT 107 LOT 108 LOT 109 OT 117 OT 11 OT 113 OT 11 I i O _ Q ti— BUILDING KEV ISSUE DATE: 159'-8' 512' 12- 10'-0" 9'612" 12" 91-1" 10'-0" 512' 12" 10•-0' 9612" 10-0" 51I - 9612" 10'0' 312" 07.28.2023 FOR wl REVIEW z, I Q I I I REVISIONS: I 1 1 I I I I 1 I I I 1 I I " 4 PATIO SLAB N PATIO SLAB w g PATIO SLAB w o I W Q _ o �w w a s 'PATIOay SLAB " o 4 a yPATlO SLAB,?' , o e a Ili I) i These drawings the li 20'-11" 19'-1' I 20'-11' L 9-1" zo a 12" are property of Starlight ; jr l i( PLAN 1386 LOT 110 1 PLAN 1386I PLAN 1386 LOT 112I -I4 PLAN 1386 t it II;: PLAN 1386 LOT 114 Homes and are not to be utilized for construction, or copied in part or in whole without permission from i , ELEV AR I # LOT 111 I ELEV LR ilt LOT 113 it ELEV N ihebuilder.0 2023 Starlight Homes -"9 I I ELEV K L ili ELEV B �IE1 LAST REVISION 11I1; 9�� 76 11 7.6 11'-5' 1 3 : 11'S 7'6" 11 7..6. 11'-5"7'6" 11,4 12' fi' } i IEEf 4 g i 4 •• 'moo W e 10.7 12" 10'-7 12' 12 o 9 12" i I I 4I _.. ,, 12" E t .::.::. rn l 1 I27_ { • •• € - Z I" GARAGE 1 I GARAGE " GARAGE W O ¢ SLAB g 1 GARAGE i t SLAB c GARAGE I SLAB " 4 J W o 1 j SLAB a SLAB o a III N ; w s I a N Cb O w III �� ,• � I yl II i II' I N sl I J a m ,I I I N q N 4 N I , I I I I I 11-411- I 7 12' 11' 8'-0' I I 8'-0'1-7 1-7 12' 11' 6'-0 8'-0' 1-7 12' 8'-0'11 101 2" 18'-11' 10 12" 19'd 12" V-7 12' 159'-8' 12' 512" 12" 712' 51/2' 7'112" 712' 12' SLAB PERIMETER PLAN 8-PLEX SHEET NO: 1/6' = 1'-0" AT 22"X34' LAYOUT 1/8" = 1'-0" AT 11" % 17' LAYOUT AO . 1 . WB gz` NOTES: REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. - REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. FIRE PARTITION/ FIRE BARRIER LEGEND 2-HOURDWELLING SEPERATION WALL O - WATER CONNECTION ® - SEWER CONNECTION ,SST FLOOR PLAN 8-PLEX `% 111 = 1'-.- AT 2YX34' LAYOUT I.- = V-.- AT I I- X 111. 1' TRANSFORMER 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK sic S, ,C Sic ,C C: 3 J F ♦� O Q I� W ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION T SAVY: •�� I v,� '��i $ Z O ` AK Q 11411 X � LIJ C a J o LL _J LL SHEET NO: A1.1 NOTES: REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY, REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. FIRE PARTITION/ FIRE BARRIER LEGEND 2-HOURDWEWNG SEPERATION WALL WO - WATER CONNECTION ® - SEWER CONNECTION FIRST FLOOR PLAN 8-PLEX U 1/4' = 1'-0' AT 22'X34' LAYOUT 1/9' = 1'-0' AT 11' X 17' LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK 0 F- x C_3 J f O I Q W ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Sladight Homes LAST REVISION ♦��``, S AVE6 • 8G R -7//W a Q 11tall .� z X a LV G a 0 o ILL J N IL NOTES: FIRE PARTITION/ REFERTOFIREPROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. NG REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL 2-HOUR 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. /C - SEWER CONNECTION SECOND FLOOR PLAN 8-PLEX 1/4' = V-0' AT 22'XW LAYOUT 10" = 1'-0' AT 11" X 17' LAYOUT BUILDING KEY C7 J � O Q W ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Staftht Homes LAST REVISION LAST Co 4D X �' Ifni W O IL T M J o a cn U- °° O z J O NJ fA SHEET NO: A2.1 NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ®- SEWER CONNECTION 159'-e 19'-81 1 19'41' 19'A- SECOND FLOOR PLAN 8-PLEX 1/4' = 1'-0- AT 2ZX34- LAYOUT W = 1'-0- AT 11' X 17- LAYOUT 19'A' 19'A' F— x O J � Q Il— ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be Utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION % r— Z j )zle411 Irl�1r O W r ccJ °o a cn 1 LL 0D O z J o U W N SHEET N6 A2.1.1 11 PLAN 1386 PLAN 1386 LOT 107 LOT 108 ELEV OR ELEV KR PLAN 1386 LOT 109 ELEV M FRONT ELEVATION 8-PLEX 1/4" = 1'-0" AT 22"X34" LAYOUT IV = I'-0" AT I I' X 17" LAYOUT PLAN 1386 i PLAN 1386 LOT 110 1 LOT 111 ELEV AR ELEV K I� cMI N � W O I Q tl— f /) ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Staftht Homes LAST REVISION LAST VW6tII •% '0Ii 4 s� s s e Q • z • ag• .. O • •►��� / a 11 911 rt �``♦♦♦ O W � z J g 1 O W J J w SHEET NO: A5.1 PLAN 1386 PLAN 1386 PLAN 1386 i PLAN 1386 PLAN 1386 LOT 110 1 LOT 111 LOT 112 LOT 113 LOT 114 ELEV AR ( ELEV K ELEV LR ELEV B ELEV N r, FRONT ELEVATION 8-PLEX 1 == 1'-0' AT;X3 LAYOUT 1B' = 1'-0' AT 11' X 17' LAYOUT CD a ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION w```` %%11111111 %k% SA D B : • Co � • CiZ — a s 0 Z ` t X ti 00 W0 r z J o CO O W J W SHEET NO: A5.1.1 PLAN 1386 LOT 111 ELEV K PLAN 1386 1 LOT 110 ELEV AR PLAN 1386 PLAN 1386 PLAN 1386 LOT 109 LOT 108 LOT 107 ELEV M ELEV KR ELEV OR REAR ELEVATION 8-PLEX 114" = V-0' AT 22"X34- LAYOUT 118" = 1'-e" AT 11" X 17" LAYOUT BUILDING KEY ll— I +C w 112 I 113 LOT 114 J LOT I I I r— ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION LAST SAYY: s � lei I 119 LU r J O H CO Ow J J °J SHEET NO: A5.1.2 I 1 1 I 1 REAR ELEVATION 8-PLEX 1/4' = 1'-0' AT 22134' LAYOUT 118' = 1'-0' AT 11' X 1T LAYOUT COR-WALL BEYOND l� CM J � O I Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION 0111 111 �r SAVE* me EA e Q C W hale LJJ O O f- 00 O w J J w SHEET NO: A5.1.3 LOCATION OF METER BANK TO BE DETERMINED PER BUILDER AND POWER LAYOUT LEFT ELEVATION 8-PLEX 1/4' = 1'-0" AT 27X34' LAYOUT 10 = 1'-O' AT 11" X 17" LAYOUT PLAN 1386 PER BUILDER AND POWER LAYOUT LOT 114 r, RIGHT ELEVATION 8-PLEX 1/4" = 1'-0" AT 27X34' LAYOUT 1/8' = 1'-0- AT 11' X 11- LAYOUT ELEV N f- x fM ,l N .J i O 2 Oct I-- ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION SHEET NO: A5.1.4 OO k � " 6 12 FIRE BLOCKING AT EAVES 4'-0" 4'.0- NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. SOFFIT TO BE NON-COMBUSTIBLE SOFFIT. \ I III TYP. FIRE RETARDENT PLYWOOD MIN _ 4'-0" EACH SIDE OF TENANT SEPARATION NO ATTIC VENTING OR OPENINGS ALLOWED, PER 2020 FLORIDA BUILDING CODE -RESIDENTIAL SECTION R302.2.2 _-- i I +; _L I y f -_- 1•' ,l RIDGE f ", T - _I t "f •. RID, ":. RIDGE I`- -'f7 PLYWOOD CRICKET I �� �`*�,'-PLYWOOD CRICKET i PER BUILDER ;I PER BUILDER t T. I I r a I I r I " ' 5:12 /,2 _.-.. _ P �� 12 I I PLAN 1386 ( PLAN 1386 � PLAN 1386 � PLAN 1386 LOT 107 LOT 108 LOT 109 LOT 110 ELEV OR ELEV KR ELEV M ELEV AR ROOF PLAN 8-PLEX ,/4- = 1'-0' AT 22-X34' LAYOUT 1B' = 1'-0' AT 11- X 17- LAYOUT rl— x C3 +— w J f O coo Q ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION LAST: PLAN 1386 LOT 111 ELEV K SHEET NO: A5.1.5 i I A 1 r 1 � PLAN 1386 LOT 111 ELEV K FIRE BLOCKING AT EAVES "0. NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. SOFFIT TO BE NON-COMBUSTIBLE SOFFIT. PLAN 1386 LOT 112 ELEV LR ROOF PLAN 8-PLEX 1/4" = 1'-0' AT 22134- LAYOUT IB' = 1'-0-AT 11- X 17' LAYOUT 4'-0' 777-,' - - - - I I I I I I I "I I I I I 1 'I ;I I 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 PLYWOOD CRICKET PER BUILDER I- 612 I 'I I I I 1 1 I I ;I I 1 ,I `I II PLAN 1386 � PLAN 1386 LOT 113 LOT 114 ELEV B ELEV N II— CZ J N O G: 3 Q ll— ISSUE DATE: 07.28.2023 FOR REVIEW REVISIONS: These drawings are the property of Sta ftht Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION r LAST SAVED I Z I I � a • J — • I 1 s e • z : Q X • !� a`� Lu G. cf)LL CO O a o ! J D: SHEET NO: A5.1.6 aO Sa TOM comet BD. ("i INTERIOR S4011am 5/4'TRIM W. (sm 0") FL4L LAP FACING FRONT CORNER BOARD DETAIL 6ALVANIiEP 12 DRIP EDGE ALUMNIM FASCIA OVER 5UB•FASGA O.H. (SEE E lVj J CAAma EXTEWOR J FINSH T14W 2x4 SUB FASCIA F OIAN EL ALUMNOM SOFFIT FLAT SOFFIT DETAIL A HIP ROOF 2x4 50 12 PrC-19AR F. FASCA TRIM 6ALVAN2W DRIP ED6E 5/4 SYK EV OR ALUMNIM FA5GIA HARDIE BD. TWM OVER SLO-FASCIA (SEE ELEV. FOR EXF1OS E DIMENSION) OH. (SEE a") F CHANNEL J CHANrFI EXTERIOR ALUMIWM 50MIT FINSH HIP SOFFIT HARDIE FASCIA DETAIL B SINGLE FRIEZE W. SILL BROW VA TRIM BACKER BD. In' BEHMD TRIM DRYWALL SIDING ON FLRRIN6 JAMB DETAIL 6ALVANIZIM 20 50 DRIP EDGE FASCA PIM-MANTEL ALLMIRM FASCIA Tiam OVER SIZ-FASCIA EXTERIOR O.H. FINSH ( ELEV) J CHAN€L (TYP) ALLMANM SOFFIT GABLE 50FFIT HARDIE D FASCIA DETAIL 6ALVANIiID 2.4 50 DRIP EDGE FASCIA PRE-MAILF. ALUMt11M FASCIA Tm)S5 OVER SU&fASCIA 5/4 SYN BD. OR HAWIE BD. TWM J G owffi . ON. (5EE ELEV. FOR (TYP) ( EI.EV) EVVW;E PKI4510tW ALUMINIM SOFFIT EXTERIOR FINSH GABLE SOFFIT HARDIE DETAIL EFA56IA 51NSLE FRIEZE W. Su PAN FL#-,#" MDOV& OR JAMS SU FRDOIXT °�.AI.Mtf SEALANT FLANGE Sp,L AT SILL BACKER W. UQ P.T. DAM BEHIND TRIM 2,4 SILL TRIM MEATHER RE515TANT U2' GYP. W. BARRIER +2 HEATHER RESISTANT BARRIER 01 SWATHW BOARD AND BATTEN SIDING WALL SILL DETAIL 6ALVANIZED 12 DRIP EDGE ALUMNIM FASCIA OVER SUB -FASCIA O.H. (SEE EIJ:V) J CHAM*B EXTEPIORJ FINISH J CHAtAB 20 SUB FASCIA AI.UMINIM SOFFIT RAKED SOFFIT DETAIL J HIP ROOF �-rv,Mr12 . 20 SUB TWIT FASCIA 6ALVANIi1D DRIP EDGE J CHAN43. 5/4 SYK BD. OR M FASCIA AWMINITFJM BD. OVER %EWASCIA p}t. (SE OR (SEE ELEV. FOR ISM E V) EXPOSM DIM3l510N) SOFFIT EMEALUMINUM J CHANNi MM94IOR FLASH HIP SOFFIT HARDIE KFA5CIA DETAIL SINSLE FRIES BD. RAKED SOFFIT .DIMENSION LOCATION ON FLOOR PLAN TO DRYWALL gMENSION LOCATION ON SLAB PLAN TO 5LAB ED6E IL VINE I 15AAA INTERIOR WALL DRYWALL or BASEBOARD I I/2, TO FRAME WALL GARAGE WALL DETAIL F'— Cm � � v J i C � x CIO Q ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These drawings are the property of StaWft Homes and are not to be utilized for Consh action, or copied in part or in whole without permission from the builder. ® 2023 Sta W Homes LAST REVISION LAST_q4yWAtI111jj, Z or - 4 s Q� Q a W W W 0 F-- x cm *_ v J f TEMPORARY TAPE TEMPORARY TAPE TEMPORARY TAPE 18MPORARY TAPE T LAP' TO HOLD FLAP , TO NOW FLAP �, TO HOLD FLAP , TO HOLD FLAP C _ Q LHOUSE LHOU5E LHOUSE LHOUSE �- 'RAP 7 WRAP 7 WRAP? 1IR ISSUE DATE: � SrEAnni6 51EA SIEATNRG 51EATHNS 01.16.2023 FOR REVIEW REVISIONS: SEALANT Lend wNx,w FLkl6E JAH R A%W BEM ROUGH ROUGH OPENING OPENING 16TALLATIOK INSTALL FLEXIBLE NWARAWE vlwwFLANGE MTALL FLEXIBLE FLASHING FLASHING COFOERS 4• AT WINDOW SILL AT WINDOW SILL SILL WAP R wNG 5111 R A5wN6 These drawilgs are the ww" of o Homes and are rnstrat to be SILL ftA5HIN6 Awd for Wudw, or copied in part or in whole mftut permission from ft builder. ® = AWOW n A&" METHOD 'M' YIN m RA&M NtiT10D 'M' WINDOW n,"N6 METHOD 'M' f+ilQM RAMNS tf HOD 'M' Sta W Hornes A. A WINDOW INSTALLER WILL OUT THE BUILDIN5 PAPER AT A 45' ANGLE TO A O A APPLY A CONTINUOUS BEAD OF SEALANT �! THE BACK SIDE OF THE A. INSTALL IAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. OI POINT 9' UP AND 9' OUT FROM THE UPPER CORiJEF25 OF THE ROLSFi OPENING. A. INSTALL SILL FLASHING (EXTENDING 4" BEYOND THE ROUSH OPENING O WINDOW FLANGE. O ON EACH SIGFa B. EXTEND THE JAMB FLASHINS 4' ABOVE THE ROUSH OPENING AND e' B. THIS WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS BELOW THE ROUSH OPENING. IN STEP 6. BB.I EAU CORNER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT SPECIFICATIONS. OR G. INSTALL TIE WINDOW ACCORDING TO THE MANUFACTURERS G. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL SPECIFICATIONS. (INCLLUDING CORNER SHIELDS) LAST REVISION LAS tkb�af! TEMPORARY TAPE TO HOLD FLAP .- T Lw L L WEATHER RESISTANT L LF MAYMW 46T IE 05TALLED N" PROPS! LAPS \ � �_ CONSTRUCTION TAtEAt0 PROVIDE ADFtJIATE PRDIEGTION FOR OPBINEb FIRA7 �/7 — ----- ` Z o m WAD RA&M fm RAW WM FLAS W II II DRIP FLASHING MUSTS I II II I INSTALLED PROPMY TO II I DIVERT WATER - .. •• -. �•••• • •• •• II JAM H.A5NIN6 .1W H.A5111N6 JAM flJ51AN6---1 I II II I ww�aN FLANS Q H W a o I II IIFLANGE TO SILL FLA6HN6 ,u FLA5wN6 %L PIA&W — — — — L J WIDOW FLANGE MWON FL4a MINIMUM 2" OVERLAP RrzIUIRED t3D5 MST lAP MNMM 6' Aro eE W mxm R.A.ow METHOD 'MWRQM R-AWNS METTIDD 'M' WRVM n.ASHM METHOD "M' SEMID AS Fl EARED BY WANUFACRM O B. IEXTED THE MEAD fl_PuFNN6 8 BEYOND THE WISH OP@llN6 ON EACH SIDE O A ALLOW THE BUILDING PAPS 'FLAP' TO TO DRAPE OVER THE WAD FLArfNN6. O WILDINGAL YPAPER RESISTANT TAPE OVER THE 45' ANGLE GUi ON THE TO IOM S kER 5E TO BE DBE RACEID D OVER OOVS 9MACE B. ON INSIDE PERJWTER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM WINDOW FLASH I NO AND NZAP DETAILS SHEET rKl: °"2 M MO MI M t— LA-MM,"MMINBaR WAND AIDiSVIBI LAr swB,9A2� 11S = HRSIMW ae MSNDAwBarel MOM YAAP CM aof W" YAAP 9O TINT Z OQEIIOR9EA11lIn PRAF TAPE EDGED. TRABIxs DnE110R'J�lA1tMn J g STM5Bt9MA0P 51MOFIONSIV LeCAM.DOWW" - C z T FLAM" OVER TOP OF 5/4' LDW LWBAP WM®ISp15 YPAP BOTNI Q` lIG0M13 Q SWMCFQCMW lE CNU�.ODNOrfA41C KARPIE BD TI M. NBTKMMSWWICNLK — LEAVE A VW 6AP l.ETI�1'Z' 1D11a1Q llOQ2. PLA 91MIS AM SOW FLAW A S — — — — sow 00 NOT CAAX NOSE B® 4' RO M MM1144=110 Ga1MOM ON wKWEDDIA n• ISCOMIAMM IFOMMA,rZKM LvcaOFM_M_ FrOM TMMM r4LMH M FORNO�BMAS � lemma" sm ISSUE DATE: 01.16.2023 FOR 9ONI REVIEW 22MICA EtOT 223 d MATHTR ursa•,9wFSL>.Iea — — — LIv wRDEm nNR vavDNOBuIa REVISIONS: IflBtLplLgl !t Fox W SEND AID BATT1sI ' saw ell SIDING / TRIM AT H05E BIB 2' VARIES 2" Et eLDR 91H.TMG LAP SIOM , 9HNm iv Sable OR BOARD AW MnM xalE MAW ON HaIE YAM W TNT Z f.-&" PITS MOt Haw 51DINC / TRIM AT ELECTRIC METER BOX `"'"TAPE STMUOt 97RP STARTER STRIP Thaw yOfStadrawiniiseretrLe I z R w9 MNe i a"WR 9EAt1116 Homes and ere not to be 'Z' or swFi HNDE AR TOP of /4• BD LN7¢ed for canatnNcdorl, or T °IK LEAVEAND YAAP copied in part a in whole zFLASHou�NOT LEAVEA 1/F 4* � CALK YBtl M permission from BMBMOR9FAMIN6 BE11�1 MD SOM FLANK A9 j C the builder. ® 203 LAPSOL .SMSD16at SPUDND %HONE DO Nor Cj" — SterW Homes BATS /4' 227d YEA7 INK. VOIr LAST REVISION map" p" cur Halm ~ 90 THAT z fL.-MMS FITS LOVER Halm STNtIBtSM7 4M 225 d /FATHER cur V2 VARIES 1 V2 NRM TAPE maes. IRAP STNMBt51MP TRAM" k16g19FAM'. 9/4' NAYaE 7RIN z N.AMM OVER TOP C BN wRDE W 1M OF SW MADE W TRM. WA K W UNHMSBM AWT RASM WUNCNLK LAST LEAK A BAP BE TJ' RASFNNB AND ND SIDING PLANKLAW. A6 YF pA qbl®IdEAT&611LgtPPE 4� LAP 50M . %WM INSONS'"assmat _ WW DO NOT"" fAYKM1IN YNiBtNlM'STAMCIe/:A16 SO MB OR BOARD AND BATTEN BOND AV BA M Q •• SW NNDE lD 11M1 � O' v r•• • SIDING / TRIM AT HVAC OPENINGS d u- S WgMM W TRI IBA SON5,9FRE 5aIsae Q 55NDNOLMiTBI S119N MMM, O LAr9OLB,9wE zL• at LAP Saw , aiAm sale OR tEvaNDBNnBI BONOAMBArM .• /.� vi N2SN1M •.. W U� Sf/RO1517 ITMgKE FL AA5HW FI IAAP TAPE BOOES. / —�f STAVIROW NVP TIC t9Lteaott 71EA1i111fS [ Q SIDING TRIM AT GAS RISER Z 1i ABHNB OVER OFRK TR,615 — � M w4DE BD IRK LLI LEAK A VW 6AP BEMM N T LligE YFCAPffM®ISBMSNO T r 0 PLKHNS MD 50IN5 FLAW AS RAGN W WCNLK SHONE DO NOT CiNLK a 5/4' HMDE ED TRIM SW WjMW1W 1.1 ICI 77 1' I' LAP SIDING, OWT WINS OR BOARD MV BATTEN LAPSCH5,91AXES Sat IgYD ND IMTMM SHEET NO D-3 SIDING / TRIM AT ELECTRICAL OUTLET f''z. X\\` 2' TO 4' LAP AT —) HORIZONTAL JOINT I I � I I I I I I I 1 I I \ I I I I ! OPENINGS SHEATHING, MAP (BUILDIN6 PAPER OR HOUSEWRAP) CARRIED I' TO 2" BELOW BOTTOM OF 5hEATHIN6 / / 4' TO 6' LAP AT VERTICAL JOINT 2' TO 4" LAP AT HORIZONTAL JOINT I I I I I II I I II I I II I I I BUILDING PAPER I I I I / ALWAYS WRAP AROUND CORNERS 12' MIN. 5HEATH I NO WRAP DETAIL INTERIOR DOOR ROUGH OPENING SIZING CHART DOOR DOOR GALL ROUGH OPENING ROUGH OPENING DOOR '0 DOOR TYPE 51ZE ON R.O. R.O. DETERMINED BY DETERMINED BY SINGLE WIDTH x b-8 OR INCHES TO THE INCHES TO THE 82-I/2" Cie-1/2"DOOR WIDTH x 8-O WIDTH 51 THE ZE HEIGHT OF THE GALL SIZE WIDTH x & 6 WIDTH EQUALS THE ADDING 3 INCHES DOUBLE 5I-PA55 OR GALL SIZE WIDTH TO THE HE16HT OF 83" qq" WIDTH x 5-0 THE GALL 51ZE WIDTH x 6-2) ADDING 2 1/2 INCHES ADDING 2 1/2 INCHES DOUBLE BALL CATCH OR TO THE WIDTH OF THE TO THE 1E161-IT OF &2-1/2" WIDTH x 6-0 GALL 51ZE THE GALL 51ZE DOUBLE WITH WIDTH x 6-D ADDING 3 INCHES TO ADDING 2 1/2 INCHES T-ASTRAGAL OR THE WIDTH OF THE TO THE HEIGHT OF D2-1/2" 10-I/2" WIDTH x b-0 GALL SIZE THE GALL 512E 51N6LE POCKET WIDTH x 6-8 ADDIN6 2 ING4C-5 TO ADDING 3 1/2 INCHES DOOR OR 2x TO THE HEIGHT OF b3-1/2" clq-I/2" WIDTH x 5-0 THE WIDTH OF THE THE GALL 51ZE DOUBLE POCKET WIDTH x 6-8 INCHES TO 4x THE ADDING 3 1/2 INCHES DOOR OR WIDTH OF THE GALL TO THE HEIGHT OF b3-1/2" qq-1/2" WIDTH x 5-0 SIZE THE GALL 51ZE Q Q Q p ADD 2" WIDTH EQUALS Q p ADD 2 1/2" ADD 3" p SINGLE DOUBLE BI-PA55 DOUBLE BALL CATCH DOUBLE W/ T-ASTRAGAL ADD 2" n ADD 11 3/4" 1�+ I I I I I o I I I op GALL GALL GALL GALL GALL GALL Q 51ZE 51ZE 51ZE 51ZE I 51ZE 51ZE 51NOLE POCKET DOUBLE POCKET INT. DOOR ROUO H-OPEN I NO 51 Z I NO CHART f-- cM v J f Z co H ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These drawings are the propertyofSWW Homes and are not to be Utilized for conshucdon, or copied in part or in whale Wktd permission from the builder. ® 2023 Starlight Homes LAST REVISION T AVEDBY: i s r Y;�J yvQ0 +. �. •0014l. • Cr 1191 11% ```` ♦``� J Cn Q J_ a W W W 0 0 D-4 t•- 600 AMP SERVICE / (4)-150 AMP MAIN TENANT BREAKERS CD ENTRANCE RATED (,)-100 AMP MAIN HOUSE PANEL J i #1 #2 #3 #4 010, HOUSE O Q 120 240V 01 01 -CIR -CIR 32 CIR 32 CIR 12CIR 10 MLO MLO MLO MLO MILO (n PANEL PANEL PANEL PANEL HOUSE ISSUE DATE: PANEL O, IMP 01.16.2023 FOR Oft REVIEW REVISIONS: (2) 3' PVC 2" PVC 2" PVC ' BY OTHERS (,) #4 CU (,) #4 CU I WIRE BY OTHERS (3) 2/0 ALUM (3) #1 ALUM I I I I I I . I I I I I I a JZ These drawings are the 2 GALVRODS I property of Starlight #2 CU Homes and are not to be � I I utilized top construction, Or NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC copied in part or in whole PURPOSES ONLY. ALL INFORMATION SHOWN WAS I I I without permission from PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS I `�P 0 OF THE 2017 NATIONAL ELECTRICAL CODE. I 1� \ �1j2 the builder. 2023 Starlight Homes \ --F1 L LAST REVISION 8-UNIT ELECTRICAL PANEL DIAGRAM 11,2-I ' DETAIL 1 2 1" = V-0" AT 22"X34' LAYOUT = V-0" AT 11' X 17" LAYOUT I I I I I I I I I LAST SAVED BY: 600 AMP SERVICE / (4)-150 AMP MAIN TENANT BREAKERS I I I 1. ENTRANCE RATED � 4 2 #5 #6 #7 #6 010, O 0 120 2• 240V 32 CIR 32 DR 32 GR 32 CIR 10 MLO MILO MUD MLO 0101 PANEL PANEL PANEL PANEL gyp, 5 9S 9LOO t0 s V+ J (2) 3" PVC BY OTHERS 2" PVC fL WIRE BY OTHERS (1)#4 CU (3) 2/OALUM 'F�' w W NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC Q PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE PLUMBING INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2020 FLORIDA PLUMBING CODE, 7TH EDITION. PLUMBING RISER DIAGRAM 3 = 1' O AT 22"X34' LAYOUT = 1'-O' AT 11" X 17" LAYOUT 2 GALVRODS 11 #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 APPUCABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. 8-UNIT ELECTRICAL PANEL DIAGRAM SHEET NO: DETAIL 2 D-5 ," = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT BUILDING COOS FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (20 m) I,BNIIMJIA ROOF LOADM: 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 WTH 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 STARS/SWING DOOR 30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1607.1 BOTTOM CHORD DEAD LOAD 10 PSF MINMBN 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) fi0 PSF BALCONIES 100 PSF TOP CHORD DEAD LOAD: CARPET, VINYL, OR MOD 10 PSF CERAMIC TILE 10 PSF (REFER TO NOTE 2) 2, TILE FLOOR LOADING ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO A 23r324NCH 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 0 PSF BOTTOM CHORD DEAD LOAD_5 PSF GUARDS AND HANORMLS: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 200 LBS IN -FILL COMPONENTS 50 PLF DEFLECTION CRITERIA: ROOF RAFTERS/TRUSSES LIVE LOAD L1240 TOTALLOAD L1240 FLOOR JOISTS/TRUSSES LIVE LOAD L I360 (REFER TO NOTE 3) TOTAL LOAD 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 WTH PLASTER OR STUCCO FINISH L 1360 WIND LOADS WTH OTHER BRITTLE FINISHES L/240 WIND LOADS WTH FLEXIBLE FINISHES L / 180 DFIFERENTIAL OEFI.ECTICIN. THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24' O.C., THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERSRRUSSES SPACED AT 24" O.C. LIVE LOAD L /240: 020' MAX DIFFERENTIAL DEFLECTION TOTAL LOAD L 1180 027' MAX DIFFERENTIAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L1360: 0.13' MAX DIFFERENTIAL DEFLECTION TOTAL LOAD_L / 240E 0 20" MAX DIFFERENTIAL DEFLECTION A.B. ANCHOR BOLT A/C AIR CONDITIONER INT. INTERIOR A.F.F ABOVE FINISHED FLOOR MAX MAXIMUM A.H.U. AIR -HANDLER UNIT MCD MONTA CONSULTING 8 DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC BCDL BOTTOM CHORD DEAD LOAD MPS' MILLION POUNDS/SQUARE INCH SRG. BEARING NO. NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE C CENTER LINE O.C. ON CENTER C.J. CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT_ PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIA DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURE TREATED ELEC ELECTRICAL REQD 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 SOFT. SQUARE FOOT/FEET FND. FOUNDATION SUB SUB -CONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT / FEET TCDL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD F.V. FIELDVERIFY T.O.M. TOP OF MASONRY GALV. GALVANIZED T.O.W. TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYP. TYPICAL GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWSE HDR. HEADER VERT. VERTICAL HGT. HEIGHT WI WITH HORIZ. HORIZONTAL WWF WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND DESIGN CRITERIA WINIOGOIDE: ASCE 7-16. MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, 7th EDITION (2020) NAND DESIGN REOUIREMB@RS 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 0.18 MAXIMUM MEAN ROOF HEIGHT 30 R VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 Psf 4 4 A � ZONE 4 a = 4 FEET FROM ALL EXTERIOR ® ZONES CORNERS PER F8CR301.2(7) ROOF SHEATHING III NAILING: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE PRESSURES (PSF) ZONE PRESSURES (PSF) 0-19111 .29.2 .31.7 t29.2 -39A 20-49IF +27.9 -30.4 +27.9 -36.5 50-9911] t26.2 .28.7 +26.2 -33.0 100 -199 fe +24.9 .27.3 +24.1 -30.4 200+f +23.5 -26.0 t23.5 -27.8 7'-0' x 9'-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 NAND PRESSURES. ROOF SHEATHING AND NAILING SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: ROOF PITCH MINIMUM EAVE/MOD E INTERIOR ALTERNATE EAVE/RIDGE INTERIOR a, SPAN MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING wSp RATING THICKNESS TYPE (EDGE FIELD) (EDGE/FIELD) TYPE (EDGE/FIELD) (EDGE/FIELD) w 4112&LESS 32/I6 15/32" RSRS-01 6/6 6/6 0.131"x 3" 416 6/6 4%112& GREATER 24/16 7/16" RSR5401 6/6 6/6 0.131"x 3' 4/6 6/6 RECOMMENDED 40/20 19/32" RSRS-03 or 6/6 6/6 0.131"x3" 4/6 6/6 w0 (ALL PITCHES) RSRSM F� ALTER NATVE (IF PERMITTED) 32/16 15/32" RSRS-M 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 i APA RATED SHEATHING. FOR SHINGLE ROOFS, OSB OR PLYWOOD 3-PLY) CONSTRUCTION IS PERMITTED. FOR TILE 8 (MINIMUM METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN{ ; d SPECIFICATIONS. 2. BUILDER $HALL VERIFY MINIMUM ROOF SHEATHING WITH THE SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS Y 'k r 3. SHEATHING TO BE PLACED WITH LONG DIMENSION Y' {`_- PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT d AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO , / MORE THAN 24" O.C. 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HASA PITCH \ y, i p LESSTHAN OR EQUAL TO 4/12, THE BUILDER SHALL USETHE rXY r ,.v SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE STRUCTURE. F q�„My�G,). \. 4 { % ! ADO! ' O 5. THE'EAVE / RIDGE" ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE Of RIDGES AND HIPS. INTERIOR ZONE } 6. EDGE = NAIL SPACING ALONG PANEL EDGES. 7. FIELD= NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE EAVE/RIDGE ZONE KY PANEL FIELD. S. RSRS-01, RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING a = 4 FEET FROM ALLTHE SPECIFICATIONS IN ASTM FISS7. EAVES AND RIDGES O 9. 0.131"X3" SMOOTH SHANK NAILS MAY BE USED IF NOTED IN PER FBCR301.2(7) 4- THE ROOF SHEATHING AND NAILING TABLE. "N.P." INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TILE ROOFS 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY WHEN PERMITTED BY THE MANUFACTURERS WRITTENSPECIFICATIONS. "N.P.' INDICATES ALTERNATIVE STANDARD NAIL SCHEDULE STANDARD NAIL SHEATHING IS NOT PERMITTED FOR THIS PROJECT. Sd 10d GABLE END SHEATHING: .131' x 3" GUN NAIL 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 241W AND A MINIMUM 12d 816d SINKER THICKNESS OF 7/16- OSS OR PLYV4000 (MINIMUM 3-PLY) 16d CONSTRUCTION IS PERMITTED. 2, PANELS MAYBE LAD PERPENDICULAR OR PARALLEL TO (RSRS-01) RING SHANK (RSRS-03) RING SHANK SUPPORTS. 3, NAIL WITH(1)-ROW0.131"x2-10 NAILS AT 3"0.C. AT EDGES, AND 6' O.C. IN THE FIELD. INSTALL MIN. 2x4 SYPN2 (RSR54M)RING SHANK �YflN A I BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: 1. CONTRACTOR MAY U REFER TO DETAIL WF10 FOR MORE INFORMATION. FASTENERS: AS LONG AS IT MEETS REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO LENGTH INDICATED, FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131' x 2-10 OR RSRS-03 2 CONNECTORS MAY NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO MINIMUM NAIL LENGTH HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED NAIL IS USED IT IS AGEQ WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL. EXTEND THRU THE ME THE COATING WEIGHTS SHALL BE IN ACCORDANCE WTH ASTM A153. 3. PER CONNECTOR SP HEAD DIAMETER 0.131' x 2} .281' 0.148" x 3' .312" 0.131' x 3' .281' 0.148"x3r .312' 0A62"x34' .34C 0.113" x 2�' .281' 0.131-x2l' .281' 0.12Wx 3" .281- LING NOTES SE A DIFFERENT NAIL THAN INDICATED OR EXCEEDS THE DIAMETER AND USE DIFFERENT NAIL LENGTHS. PER CONNECTOR IS RED. IF LONGER LATE AS LONG AS IT DOES NOT MBER IT'S BEING ATTACHED TO. ECIFICATIONS ALL NAILS TO BE APA RATED SHEATHING NOTE: SPECIFIED PER CONNECTOR MANUFACTURER SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL 4. ALL NAILS TO MEET ASTM FI667. UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE 2x4 SYP 92, NAILED AT EACH END WTH (3F 0.131' x 3' TOE -NAILS. -k INDEX OF DRAWINGS I SHEET I SHEET TITLE I S1 STRUCTURALCOVER 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 SD2 SD7 GENERAL DETAILS PARTY WALL DETAILS PARTY WALL DETAILS Oti * b�3 ? ~ w 0) a r 0 CVO o a e • = C \ PW1 I U373 WALL ASSEMBLY PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY SDWC SDWC DETAILS a SDWF SDWF DETAILS WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS o MASTER UPDATES NUMBER DATE I DESCRIPTION INITIALS 1 2/27/2023 CREATED 8-UNIT BUILDING TYPE W PER TYTH-BLDG 3 (BFS) DP 2 9/5/2023 APPLIED ARCH UPDATED 8-UNIT BUILDING TYPE W REVISING PATIO DP TO 4'-0" PER TYTH-BLDG 15 w W O U NJ LL H U 1..1� ' F_'^ U) 13:1s 0 ZI RO'w Lis 20 4� Ojfit o yW O.x 0a S1RlKT: DP a a CHEp(: CC O w JoO No. STAR-17t49 16CAE: AS INDICATED w DATE: 09rtl623 S1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 20DO PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A615. A.REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40, U.N.O. B.REFER TO DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND GRADE. C.REFER TO LINTEL PLAN FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE AND GRADE. 2. REQUIRED LAP SPLICES SHALL BE AS DEFINED IN TABLE BELOW. TABLE MD08 REOD LAP SPLICE. EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE40 I GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 'A' 'C' 'D' 'A' 'B' 'C" 'D" MASONRY 'D' CONCRETE #3 2-114' 6' 1S 2-1/4' 4-12" 6' 15' 16' #4 3' 6' 20' 3" 6" 6" 20' 24' #5 3-3/4' :7-10 6" 25' 3J/4" 7-12' S' 2T 30' #6 412' 6' 30" 4-12' T S"4T 36" #7 SAW 7" 41" 5-1/4" 10-12" U #3.2 xt' U b #4=24' #5=2)4- LA �i� 116=r 9• LAP SPLICE STANDARD Or HOOK STANDARD 1f r HOOK 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 WATER/CEMENT RATIO OF 0.58. 2. WELDED W RE FABRIC SHALL CONFORM TO ASTM A485 FOR 6x6xWl AxW1 A WWF SHALL BE LAPPED AT LEAST S' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6'.FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF VWNF. 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 SUILDINGS,'ACI 301. 4. FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WITH A STANDARD 90-DEGREE HOOK AT THE CORNER, REFER TO TABLE MD08 ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. 5. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 113 OF THE SLAB. 1. HOLLOW CONCRETE MASONRY UNITS CMU SHALL CONFORM TO ASTM C90 , SHALL BE NORMAL WEIGHT, SMALL BE LAID IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (Fm) OF 2000 PSI AS DETERMINED BY THE UNIT STRENGTH METHOD. 2. MORTAR SHALL BE TYPE M OR S. CONFORMING TO ASTM C270 3. GROUT SHALL CONFORM TO ASTM C476. COARSE GROUT SHALL BE UTILIZED WTH A MAXIMUM AGGREGATE SIZE OF 3184NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE. USE OF 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 5. SHOULD AREAS OF STACK BOND EXIST, UTILIZE 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED. 6. VERTICAL REINFORCEMENT SHALL BE PLACED AS NOTED ON THE DOWEL PLACEMENT PLAN WITHIN CELLS FILLED WITH COARSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP AND BOTTOM AND MAXIMUM 8'4T U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL; USE REBAR POSITIONERS IN MIDDLE OF WALL. 7. NO NONSTRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS. S. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W/ MIN. 16 GA. TIES SUCH THAT DISPLACEMENT WLL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION. 9, VERTICAL REINFORCMENT SHALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 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 -1/4' TO+ 1 rr 14. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. ZX P.T. ATTACHED TO CMU W MIN, 0.131 DIAMETER CASE HARD MASONRY NAIL W/ MIN. 1-1 W EMBEDMENT OR 1/4' TAPCON W MIN. 1-12' EMBEDMENT D Is- O.C. MEASURED VERTICALLY AND 4' FROM ENDS, 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR H MAX 24" O.C. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIOW. LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#lf 2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "1,11.1/NO2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP82 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED'W 2' BY SPIS. OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED'N.. 2' 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 (LE. BLOCKING OR GABLE END BRACING) SHALL BE SPF#11#2 OR SYP#2 OR BETTER U.N.O. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WTH AWPA M4. S. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10, ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO V DVL SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1' IN DIP, FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACO-C ACO-0 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SSX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WTH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED 1NODo SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 17. AT ALL NON -BEARING WALLS: FRAME STUDS ® 24' O.C. W/ SINGLE TOP AND BOTTOM PLATE. LEAVE 1-12' GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WITH SIMPSON DTC CLIP OR Zx4 SYP No. 2 BLOCKING WITH (2).0.131' x r NAILS TOP & BOTTOM 18, ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WLL BE CONTINUOUS FROM FLOOR TO CEILING, 19. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. FLOOR FRAMING NOTES: GENERAL NOTES 1, FLOOR JOIST/TRLISS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVEUNG CONCRETE IS RED. CONTACT E.O.R. ALONG WTH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WTH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHtNG NOTES FLOOR SHEATHING TO BE 3W PLYWOOD MIN. OR 23/37 OSB MIN. APA (4824) RATED SHEATHING OR STRUCTURAL 1, WTH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAIUNG NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131' x 3. 0.131' x r RING OR SPIRAL SHANK HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 4" ON EDGES AND 171N FIELD. ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSVAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER (SCL)AS DEFINED BY NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) OR STRUCTURAL GLUED LAMINATED TIMBER AS DEFINED BY NDS SECTION 5.1. VALUES AS FOLLOWS: COLUMNS I BEAMS I STUD COMB. NO. 50 GLULAM SCL E=1.9 MPSI E=1.7 MPSI E=2.0 MPSI E=1.5 MPSI FBY=2100 PSI FB=2650 FB=3000 FB=2200 FBX=2.100 PSI FT=1650 FT=1700 FT=1500 FCII=1,700 PSI FC I=3000 FC II=3000 FC II=2100 FC_=450 FC_=900 FC_=450 FV =285 FV=285 FV=150 1. USE 12" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2.56' TYPE'X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS /DETAILS ALONG W CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING &SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 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 (1 2.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 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 WTH ACOC OR ACO-0 (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 B. THE TRUSS DESIGWSYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN/SYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS. 2. THE TRUSS MANUFACTURER SHALL VERIFY TRUSS GEOMETRY WITH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURERS LICENSE TO FABRICATE TRUSSES UTILIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED. 4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE, AND LAYOUT. 5. JOBSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WTH 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 WTH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEDULE. 7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES ON TRUSS ENGINEERING DOCUMENTS MAY BE DISREGARDED. 8. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN, AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESIGN/SYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. 2X4 SYP 42 BLOCKING: A. WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO TRUSS TOP CHORD W/(2).ROWS 0.131-X 3-NAILS AT 12- O.C. STAGGERED 6', BEGINNING 4" FROM EA END. B. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL BLOCKING AT 24" O.C. AND NAIL TO TRUSS TOP CHORDS W/ (3}0.131"x 3' 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 Zx4 SYP #2 AT ANGLE APPROX. 45' FROM VERT, TO EA. TRUSS MEMBER w/(3)-0.13VX3'NAILS. SPACE'X- BRACING ALONG TRUSS SPAN a IO-0-MAX AND EQUALLY SPACED FROM END OF TRUSS.'X" BRACING TO START 20'-0' MAX FROM 01 HIP GIRDER AND I OR (4) BAYS AFTER GABLE END BRACING. SEE BCSIS3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS, 11. PERMANENT 2x4 SPF #2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 16-W 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 DRAWINGS & BCSI-B3. CT- BRACING MAY BE USED I.L.O. PEMANENT CLS IF IT EXTENDS MIN. 90%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). 13, AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.)AT TOP AND BOTTOM OF HEEL W/ (2) 0.131' x 3" TOE -NAILS REO'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 17 TALL 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX TRUSSES, THEN BOTTOM TO TOP W (2) 0A 31' x 3' NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER BCSI-B3. 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS. THIS LAYOUT HAS BEEN PROVIDED BY TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT RAS 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 THEE O.R. RESERVES THE RIGHT TO REVISE THE PLAN N AS REQUIRED EOU RED 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 WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. REFER TO DETAIL TB01 THIS SHEET. PER CURRENT EDITION FBCR SECTION M13 ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND CLEAR A UN OBSTRUCTED PASSAGEWAY LARGE ENO ALLOW REMOVAL OF THE LARGEST APPLIA NOT LESS THAN = HIGH AND 22" W DE. A LI SERVICE SPACE NOT LESS THAN 30' DEEP A WIDE SHALL BE PRESENT ALONG ALL SIDES APPLIANCE WHERE ACCESS IS REQUIRED. F SECTION M1305 FOR ADDITIONAL REQUIREC INFORMATION NOT COVERED ON DETAIL ROOF SHEATHINI ATTACH PER RAI SCHEDULE GENERAL NOTE: INSTALLATION AND/OR RE O UIREMENTS OF THE AIR HANDLER UNIT Oft SYSTEM SHALL BE PROVIDED BY MECHANICAL CONTRACTOR OR BY OTHERS, NOT BY MCD 2x4 #2 SYP RAT TOP AND SOTT( (2) BAYS PAST A LOCATION. MIN LAP W/ (2) 0.162 3-12" NAILS TO TRUSS. TYP EA( SIDE STANDARDTRU BOTTOM CHORE B01 A/C IN TRUSSES 3/4"=V-0' FIELD REPAIR NOTES 1. OMfffED REBAR DRILL 3W 0 HOLE MIN. W DEEP AT LOCATION OF OMITTED REBAR, AND INSTALLE5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30' MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 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. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIM8ERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 10ZS (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUnON WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED.4BOLT -12' ALL THREAD ROD w/ 2" x 2" SO. WASHER DRILL & EPDXY w/ SIMPSON SET-XP EPDXY WITH MIN. T EMBEDMENT. -1/T.T SIMPSON TITEN HD THREADED ANCHORS W LBP72 WASHER MAY BE USED ILO 12' JSOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS FOR BED JOINTS 10-1', GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) FOR HEAD JOINTS GREATER THAN 3/4', GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. -EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 19(2) COURSES FROM FND. 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 <Irr, NO FIX IS REQ'D POUR TIESEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM .10-1-W, GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-10. CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL I. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, FY= 50 KSI FU = SSKSI - TUBE STEEL (HSSr ASTM A500, GRADES, 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 5/8-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, ANDTOLERANCES. 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. -S INDICATE THAT AN ;ESS INTO THE ROOF TRUSS SUPPLIER I TOP CHORDS AND/OR SUPPORT A MIN. (2) 1 TRUSS AT THE A/C A/C SUPPORT SMALL STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT, SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2.402 SYP CROSS BRACING (AT 45-) W (3) 0.148" x 3-1W NAILS TO RAT RUNS, TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS RED'D FOR LEVEL WORKING SURFACE 1i11i1 ���o'v`' �115 N x� w1 U Z 11 STRUCTURALENG: TH � a CHECK: CC O yi JC6 No. STAR-17149 i 6ULE: AS INDICATED w WTE: 09/06M ��lf 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. 1387-KR' 1386-M ' 1387-AR' 13WK ' 138&LR' 1387$ ' 1386-61 BUILDING KEY !I INSWING DOOR RECESS NOTE: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT FOUNDATION NOTES: I. PROVIDE MIN.6 MIL. APPROVED VAPOR WRIER. ALL JOINTS TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. W AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R5063.3 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2 PROVIDE 3-1Q" THICK 2500 PSI CONIC. SLABW 6x6XWN.41" A WELDED WRE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRIC(WINF), PLACED IN MIDDLE TO UPPER In OFSLA6 DEPTH OVER REQUIRE A RECESS MIL. VAPOR WRIER ON COMPACTED FILL (FIBER MESH MAYBE USED ILO WWF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT W MAN. SPECIFICATIONS PRIOR M POURING OR RECESSING DOOR SILLS. INSWING 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 REQV & CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS 4. EXTERIOR SLABS SHALL SLOPE I/C PER FOOT AWAY FROM HOUSE. S. CONTROL JOINIS(IF SHOWN) ME NOT REDD BY CODE BUT ME SUGGESTED (ESPECIALLY NMEN USING FIBER REIN F. CONC) CONTROL JONTS TO SE SAW CUT q DEPTH OF 11C OF THE THICKNESS OFTHE SLM. FILL CUT WAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 6. MECHANICAL EQUIP, LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 7. FOUNDATIONS ANDSUPPORTSFOROUTDOORMECHMK:AL SYSTEMS SHALL BE RAISED AT LEAST W ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION 2 W INSTRUCTIONS. '' 2 S. NO WOOD STAKES PERMITTED IN FOUNDATION. a i F0-w S. PEN DING SITE CON DITIONS, FOU NOATION MAY HAVE TO BE STEPPED DOLAN.= 159,8 I3E SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED r 10, SEE DETAIL TABLE MM ON SI A FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MPDB AND MFID ON 53 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 4000 11, ANY EQUIPMENT MD/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL 8E ELEVATED A MIN OF 18'. CONTRACTOR TO PROVIDE SUCH PLATFORM w1 , 9'$ 1J7 I EITHER MASONRY OR W OOD CONSTRUCTION 12. ASSUMEDALLOWABLESOILBEARINGMMUREAFTERCOMPACTION: 2060 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFK:ATION OFMUNDATION i DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN I7 LIFTS TO AT LEANT SS MAX DRY DENSITYM DETERMINED BY ASTM - DI557 ( MODIFIED PROCTOR ). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION RAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEMING CAPACITY OF 2X0 PSF. 13. PEN DING SITE CON DITIONS, IF STEMWALL IS REQUIRED, GC, TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF A/C PAD STEMWALL IF CHART IS NOT PROVIDED, CONTACT ECR TO REVEW AND S PROVIDE I 14. IFSTEMWALLMREQUIREDTOSECONSTRUCTEDTALLERTHMTHE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -87W- ..._............... CONTACT E.O.R. PRIOR TO CONSTRUCTION 15. ALLFOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING F 7 SCHEDULES.ALL.EINSTALLEDW/ERE THEDEPT.-THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAS ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIREG THE FOUNDXTKN1 PAD MAY SE INS LED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS ANDroR 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 SUB. • f !!• �f U4 m m • / I p O 2 a • LU eJ_ 0 O Osp e : Q ° N FOOTING SCHEDULE 5 �Ow = tlpw/MALLNVCESPACTWIEAN. MIN Ot WAYMIN/.7 CLE BARS& 7 MIN.COVER TOEDGEOIFCONC. (2)kSE.W 00 < y�i LLU WJ K2 Z 1A 12 24Y17 ED w/kSaEQUALLY SPACED EA. WAY MIN.7HORIZ.CLEARANCE BE SIDE RALLEL I (3) 0 m O BARS &3" MIN. COVER TO EDGE OF CONC. kS PA� TO T SIDE 'O.C. ¢ a LL Z sVu�f � ` s 0 24't24"111" 10 116* EQUALLY SPACED EA MIN(3)k5E.W 2O WAY MIN. 7 MORE. CLEARANCE BETWEEN BARS S. r MIN. COVER TO EDGE OF CONC. w Ld F Oti F V FA 2&'YZBk17 tlp w/k5's EOUALLV SPACED EA. 2.3 WAY MIN.7 MORIZ, CLEARANCE BETWEEN MIN (4) k 5 E.IV U H J = BARS& 3' MIN. COVER TO EDGE OF CONIC. y y 30'130"x 17 tlp w/ k5e EQUALLY SPACED EA. 2.5 WAY MIN. 7HORIZ. CLEARANCE BETWEEN MIN(4)k5E.W wCI 'I �� BARS & 7 MIN. COVER TO EDGE OFCONC4 y r W Z O 11 40 a V � n 32137x17 tlp 11ISI EOUALLV SPACED EA BETWEEN MIN k 5 E.W LL O F 2.6 WAV MIN.7 HORIL CLEARANCE BARS& r MIN.COVERTOEDGEOFCONC (5) wF O O2 _ O ~ oa �`33g w2 36't38'xl71,1116a EQUALLYSPACEDEA. 3O WAVMIN.7HORLZ.CLEARANCE BETWEEN BARS & r MIN. COVER TO EDGE OF CONIC. MIN (5)k 5 E.W. U O m ? � W LL W i4 0 yw0 CO W a ` e3.5 WA MIN, IN 7 HORIZ CLEARANCE BETWEEN MIN (6)k 5 E.W O.SAD �/ WAY MIN. 7 MOi 2. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CCNC. MIN(6)kSE.W 5 5 w Q 46"14 12" tlD 1116E EQUALLY SPACED EA Z /O WAY MIN. 7 .ORE. CLEARANCE BETWEEN MIN(7)IF 5 E.W p m BARS & 3- MIN, COVER TO EDGE OF CONC. C 4A d811d8^�1 W tlp w/kSS EQUALLY SPACED EA. WAY MIN. 7 HOR IZ. CLEARANCE BETWEEN MIN(7)k SEMW w a w •L1 BARS W MIN. COVER TO EDGE OF CONC, Z 2-O, to a- _ (7 ^ Z 4- 0 ` y j LU m O 0 Q �% I- d a Q h U J %� Z W R' J 0 v a0Q� + O J 'I54'k5d'Y18' • 4B 48"148k2d" tlp wl 115, EQUALLY SPACED EA WAY MIN. 7 MORE. CLEARANCE BETWEEN BARS 7 MIN. COVER TO EDGE OF CONC. MIN Is)If 5 E.W. w w 01 4.3 52 52 12"dpw/116S EQUALLYSPACEDEA WAY MIN. 7 MORIZ. CLEARANCE BETWEEN BARS & 3' MIN. COVER TO EDGE OF CONC. MIN(7)IF 5 E.W. 2 i t O 4.5 dp w/k5's EOUALLY SPACED EA. WAYMIN.7 HORIZ.CLEARANCEBETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (8)k 5 E.W. p Q O EA. WAY MIN.7 HORlZ CLEARANCE BETWEEN WAY MIN+Z' H wMSS EQUALLYCLEARANCE BETCE.WEEN BARS & 7 MIN. COVER TO EDGE OF CONC. MIN (S)kSE.W. O 2 �I 50 O 60YBPI118' d; wMSa EQUALLY SPACED EA BETWEEN WAV MIN.7IN COVER TOEDGE MIN (B)MSE.W. 0 Qm 5.5 68't<86'Y18'tlp w/k5'a EQUALLY SPACED EA WAYMIN.7 HORIZ.CLEARANCEBETWEEN BARS& rMIN. CCVERTOEDGEOFCONC. MIN(IBIISEM.. w O s Q oga z i (5 w mf .8 STRUCTURPL END : TH DRAFTING: VI w j S STRUCT: DP OC CHECK: OC U rc JOB No. STAR-17149 O � w y i a SCALE: AS INDICATED DATE:: oe/Daz1 w w a S2 FOUNDATION PLAN _ 1/4'�1'-O" 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. 1387-KR 11386-M 11387-AR 11386-K ' 1386-LR' 1387.8 ' 1386-14 BUILDING KEY INSWING DOOR RECESS NOTE: FOUNDATION NOTES: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN 1. PROVIDE MIN.6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS To BE LAPPED ALL DIRECTIONS FOR SIDES OF DOOR)DO NOT NEED TO HAVE A RECESS AT THE SLAB, IF THE MIN MIN. e• AND SEALED. REFER TO F8C-R CURRENT EDITION SECTION R5062.3 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOW THE TYP. 2 PROM WELDED HARE THICKDIN O RECESSDETAIL. INSWING DOORS WITH NO COVER PLACED IN MIDDLE TO UPPER MIDDLE T UPPER -OF SABRE (WWH, OF SUB DEPTH OVER 6 FABRIC IOR _ REQUIREA RECESS MIL. VAPOR BARRIER BA COMPACTED FILL (FIB ER MESH MAY BE USEDILO M U S RMENENT FIBER MESHMEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). IN CURRENT 3. CONSU LT M MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. INSWING DOORS WITH COVER (MIN 5" RADIUS IN ALL DIRECTIONS FOR 0 SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS NOT MET IOU IN ANY DIRECTION, A RECESS IS REQ'0 & CONTRACTOR TO FOLLOW THE TYP. RECESSDETAIL. INSWING DOORS WTH NOCUVER REQUIRE A RECESS w 4. EITERIOR SUBS SHALL SLOPE IV MR MOT AWAY FROM HOUSE > 2 5. WPECILJOIMEN SHOWN)ARENOTREO'OBVCODEBUTMESTO BE SAW (ESPECIALLY FIBER CONTROL JCUTSTOBES < 44 {� OF IA' OF T CUT DEPTHOF IA' OF E KNEE OF THE SLAB. FILL CUT N#APPROVED ALTERN:TEESSOFTD JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. S. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY G! COMMUNITY&COUNTYCWES. i'� W 7. FQUNDATIOS AND SUPPORTS FOR OUTDOOR MECHMICAL 0- r ((..••��LLJJ SYSTEMSSHALLSERAISEDATLEAST3-ABOVETHEFINISHEDGRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.Uj S. NO MOD STAKES PERMITTED IN FOUNDATION, y�I. b 0 9. PENOING SITE CONDITIONS, FOUND ATIONMAYHAVETOSESTEPPEODD-0. ! (Y'� p SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP 1/ ®� 2 h' - ! LOCATIONS IF REQUIRED '� t r i Imo¢ Wy�� • 10. SEE DETAIL TABLE MOOS ON SI A FOR REQUIRED STEEL SENDSAND LAP C� CO ` SPLICE. SEE DTL MFOS AND MF100N S3 FOR STANDARD FOOTNG STEP - - ii �( ii i!! ) �� � WWII AND CORNER INFORMATION. iii 11. ANY EQUIPMENTANDIORAPPLIANCE...NGMIONITIONSOURCESHALL OF PROODESWH PLATFORMw1 BE ELEVAATEDM11EITHER MASONRY ON RWOO.CONSTRUCTION 12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2090 O w LU , PSF(SEESOILSREMRTANDSPECIFICATIONSFDRCOMPACT1ON REQUIREMENTS). IFSOILCONDITIONSINTHEPROJECTWNOTMEETOR ExCEED THE CAPACITY. THE GENERAL CONTRACTOR SHALL CONTACT THE m O Q H ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGAN IC MATERIAL AND COHESIVE SOILS, O i COMPACTEDINI7 LIFTSTOATLEAST-OFMA%. DRY DENSDYAS w DETERMINED BY ASTM - D1S57 ( MODIFIED PROCTOR ). THE FOUNDATION SAES INDICATED ON THE FOUNDATION PUN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITYOF2090 PSF. T. 13, PENDING SITE CONDITIONS, IF STENWALL IS REQUIRED, G.C. TO DETERMINE U F REDUIREDWURSES FOR STENWALLFOUNDATION.SEESTEMWALLCHMT FOR REQUIRED REINFORCEMENT AND FOOTING SUM PENDING DEPTH OF NU O F Z STEMWALL. IF CHART M NOT PROVIDED, CONTACT FOR TO REVIEWAND rn PROVIDE Z - F 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE a 0 d HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE CONTACT EGA. PRIOR TO CONSTRUCTION 2 Q U 15. ALL FOUNDATION PADS WHERE SHOWM ON THE BELOW FOOTING SCHEDULESHALLSEINSTALLEDWHERE THEDEPTNOFTHE FWTINGWILL BEMEASUREDFROMTHELOWESTSLASELEVATION Q w W MAINTAINING A UM.EPT.AS.McIFEQTI1EFOUHDkT- ATION x U PADMAYBEIN TALLED DEEPER THAN THE INDICATED ITE 5+ CONDITO SANOIM LOCATIONS, CONTRACTOR TO HELD VERIPY i ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ME MET. - n O 16_ FIELD TO VERIFY ALL GAS LINE MD PLUMBING LOCATIONS PRIOR TO POURING SLAS ? O FOOTING SCHEDULE 12•A17 12• dP w1 W, EQUALLY SPACED EA O WAYMIN.7 HCRQ.CLEARANCE BETWEEN MIN (2)#5 E.W. BARS B 7 MIN. COVER TO EDGE OF CONC. 5 0 0 Z J L.L Z O Q _ �tt•' W�JI C2 CF ��11 LyN AA F` '7SZ V J1l�J Ia c o ^� 1A 12 114 l7 dp w/#6A EQUALLY SPACED EA WAV MIN.7 HORQ. CLEARANCE BETWEEN BARS I I MIN. COVER TOEWEOF CONC. 2PSIDE@3-O.C.BMIN (3)#SPE06"OC. SIDE 6"O.C. z z O O >¢ 2O 24AY17dP EQUALLY SPACED EA, WAYMIMIN. 2' HORIZ.RQ. CLEARANCE BETWEEN BARS & T MIN. COVER TO EDGE OFCONC. MIN (3)# S E.W. 00 za a 2.3 2 28'Y17dpw/#51 EQUALLYSPACEDEA WAYMIN.7HORQ.CLFARANCE BETWEEN BARS 83• MIN.COVERTOEDGEOFCMC. MIN (4)95 E.W F U 3Dk3.'112' dp w1#51 EQUALLY SPACED EA, N N 2.5 Q WAY MIN. 2- HORQ. CLEARANCESETWEEN BARS83' MIN. CMERTOEDGEOFCONC. 31"1371'T tlp 1 G'S EQUALLYSPACED EA. WAYMIN.7HORQ.CLEMANCESETWEEN BARS& 3• MIN. COVER TO EWE OF CONC. MIN (4)95 E.W. MIN (5)#5 E.W. p i 01= w LL1 z F - H O w LL = Z'f. > BTf 8/1 e \3` Z z Q 1. O LJ' Z ! a i O 36'k35NIT dP W *61 EQUALLY SPACED EA. WAYMIN.7 HORQ.CLEARANCEBETWEEN BARS 3• MIN. COVER TO EDGE OF CONC. MIN (5)#5 E.W. U < O O. 3.5 42'Y47 17 tlp *1 # 1 EQUALLY SPACED EA WAYMIN.7 HORQ.CLEARANCEBETWEEN MIN (6)#5E.W. F BARS & 3• MIN. COVER TO EDGE OF CONC. 42"14n16' dp w/ #5'S EQUALLY SPACED EA. WAY MIN. 7 HORQ. CLEARANCE BETWEEN BARS&WMIN.COVERTOEDMOFOMC. MIN (6)#5EW. K O U Z 48l[48'1i12• tlp wl #SS EQUALLY SPACED EA O WAYMIN.7 HORQ.CLEMANCE BETWEEN MIN(n#SEW. p m BARS & 3• MIN. COVER TO EDGE OFCONG. tN 4A . tlpw/#SSEQUALLYSPACEDEA WAYMIN. HIX2Q. CLEARANCE BETWEEN MIN (/)#SE.W. U w Q w� BARS 83" MIN. COVER TO EDGE OF CONIC. z z-U, Y7 3Y (' ^ Z Q ► y J f LU m O 0 Q @% W + O VI G. U - d8 48'Y4B'A24'tlp w/#SS EQUALLY SPACED EA, WAY MIN, 7 HORQ. CLEARANCE BETWEEN BARS 83• MIN. COVER TO EDGE OF CONC. MIN (8)#5E.W w w O r 4.3 S7SS7a I I' dp 111 SS EQUALLY SPACED EA WAYMIN.7 HCRQ.CLEARANGESETWEEN BARS83 MIN.COVER TOEDGEOFCONC. MIN(7)#SE.W. Z O 4.5 54N54N16' dp w/#3S EQUALLY SPACED EAIS WAY MIN.7HORQCLEARANCE BETWEEN BARS 83• MIN. COVER TO EWE OF CONIC. MIN(B)#SE.W. p y a: ® WY MIN.'tlp wMS'SEQUALLY RANCEBSPACED EA, WAY &TMI . COVE EARANGEBETWEEN BARS d 3 MIN. COVER TO EDGE OFCONC. MIN (9)kSE.W. Z 1O . SO B 67' 16" tlp.46S EQUALLY SPACED EA O O WAYMIN.7 HORQ.CLEARANGE BETWEEN BARS 83'MIN.COVER TO EDGE OFCONC. MIN (9)#5EW 21wu F I a = t7 N C7 F U J X. Z W J }O f~/1 Go - • 55 O B8'v66'k16• tlp wAlSs EQUALLY SPACED EA WAY MIN. 7HMO. CLEAR ANCEBETWEEN BAR583'MIN. COVER TO EWE OF CONIC. MIN (10)#5E.W. . O x Q ooa W STRUCTURAL Efq: TH � t] ORAFTNG: N y O j S STRUCi: DP -CHEM CC U < J JOB No. STAR-17148 O w SCALE: AS INDICATED 5 r DATE: DBIOS23 z w FOUNDATION PLAN o S2.1 1/4"=V'0' � 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. 2z BEARING WALL PER EXTERIOR WALL 2. BEARING WALL PER EX I ERIOR WALL IF BEARING WALL HOLD ERG WALL BACK CENTERLINE OF 2. BRG WALL PER PLAN SHEATHING PER PLAN. PLAN SHEATHING PER PLAN. HOLD NON-BRG WALL ABOVE- WALL SO BASEBOARD IS BEARING / FOOTER PLAN AND BEARING SEE DETAIL WFIOIS04 2x P.T. BOTTOM PLATE SEE DETAIL WF10/SD4 BACK SO BASEBOARD ANCHOR TO HAVE MIN. SITTING ON WALL SCHEDULE FOR MORE INFORMATION FOR MORE INFORMATION IS SITTING ON 2z P.T. BOTTOM PLATE 8 ATTACHMENTS PER 7' EMBEDMENT BELOW FOUNDATION BELOW FOUNDATION BELOW NON -BEARING WALL MIN 5" ) 2z P.T. BASE PLATE 8 ATTACHMENTS PER PLAN �11 CURB IS TALLER THAN LOWEST STEP OF (MAX 7 Y 2z BRG WALL PER PLAN BUILDER TO PROVIDE SILL BUILDER TO PROVIDE SILL 6", CONTRACTOR TO ADD (MAX 2') CURB MAX I PLAN AND BEARING CLEAN COMPACTED SEALANTANSULATION BUILDER TO PROVIDE SILL I WALL SCHEDULE FILL %%STANDARD SEALANTANSULATION (1) A'5 CONT. BAR 1 #5 CONT. W/1-1? SEALANT/INSULATION CENTERED VATHIN CURB BUILDER TOj CONC.SLAB PER () '�DENSITY CONIC. SLAB PER OFF SET BOTTOM w PROVIDE SILLI FOUNDATION PLAN COVERTYP. CONCRETESLAB PER PLATE CONCRETE SLAB PER - W/ MIN. Y' COVER SEALANTANSULATION w 2x P.T. BASE PLATE FOUNDATION PLAN FOUNDATION PLAN ATION PLAN rc CONCRETE SLABPERCONIC, SLAB PER > PLA BOTTOM FOUNDATION PLAN FOUNDATIONPLANVARIESw GRADESEEPLAN1? - rlhl § — $ b . x) 1,-1 CLEAN COMPACTED I I .i III' (2) #5 LONT REBAR ON : { l . I_ _ l _ -8' : I- _ 05 BARS _ _ .._....,_� {-- (1)i5 BAR CONT. F2) 5 BARS CONTDWIO 3Z)COVER TVP.NT. W/ e' e' e' a - CHAIRS W#MIN.3' :,-CLEAN COMPACTED �'.i r_ DENSITY _._:: COVER B" 1'� FILL ® %% STANDARD i-_;; I__. DENSITY (2) #5 CONT. REBAR ON -� I CLEAN COMPACTED W/3" COVER NP. ( 6 8' _ CHAIRS VWMIN.3' 3' COVER NP. FILL%%STANDARD CLEAN COMPACTED COVER #- 1'-0' (2)#5BARS CONT. VJ/ DI PENNG SITE DENSITY FILL ®%%STANDARD 3' COVER TVP. CLEAN COMPACTED w CONDITIONS, SEE WHERE 2ND STORY OCC lPENDtNG SITE DENSITY FILL @ %%STANDARD DETAIL MF20 FOR SHALL BE 1'4" WIDE WW(3) p5 BARS CONDITIONS, SEE WHERE 2ND 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, PTG SHALL BE 1'd" WIDE W/(3) i5 BARS DEEP MONO SHALL BE V-8- WIDE W/(3) 05 BARS SHALL BE V-T WIDE W/(3) i5 BARS F01 TYPICAL EXTERIOR FOOTING F02 TYPICAL GARAGE CURB FOOTING F0 NON -BEARING SLAB STEP DOWN IIFO� DOUBLE STEP FOOTING AFO' BEARING SLAB STEP DOWN IFOOb FOOTING AT INTERIOR BEARING 0 3/4'=1'4r 3/4"=1'4' 3/4•=v-o* 3/4'=1'-0' 3/4'=1'-0' 3/4"=1'-0' . PENDING SITE CONDITIONS, NOTE TO CONTRACTOR: CONTACT FOR IF THICKENED ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR READ VERIFY W/ DETAILS FOR REO'D w FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS EDGE IS REOUIRED TO BE ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH w SEE FRAMING PLAN DEEPERTHANI2' FOUNDATIONS AS SPECIFIED THIS DETAIL. DOOR LOCATIONS. FOR MORE rc MIN. 24' CONTRACTOR TO BEFORE - SEE FRAMING PLAN -1 INFORMATION ANOTHER STEP •� �, VERIFY WITH DOOR AND PARTY WALL w O , - MANUF. FOR GARAGE I CONL. SLAB PER BY7Y THICKENED E I -� DETAILS FOR MORE I FOUNDATION PLAN o REQUIRED RECESS SLOPE 't SLAB W/ (1) #5 CONT - m ,� I ` �" INFORMATION W/3• COVER NP. CONT. I 4' MIN - THRESHOLDPERNS CONCRETE REINFORCEMENT SEE SPECIFICATIONS FOUNDATION PLAN 1 GRADE j - •'• : ^ `' .� FOUNDATION PLAN THRESHOLD PER FOR QUANTITY MANUFACTURER'S md7SPECIFICATIONS TOP VIEW (cD-CORNER GARAGE WALL I I( y m t I #S x 25" z 25' CORNER m CONIC. SLAB PER BEYOND i 1 I is ONE FOR EA. m l FOUNDATION PLAN PROVIDE 3 d" MIN. W - VERIFY PLAN DETA LS HORIZONTAL CONC. SLAB PER O - �J _ I -FOR REQVIREO RS q' p M� REBAR, NP. U.N.O. FOUNDATION PLAN 4Il� I ` -• ) SLOPED RECESSAT rGARAGE - _ . CONT. BARS. MAINTAIN' . • I I I'_I I 11- DRIVEWAY BOV BUILDER w0 m CO VER TYP. �! l 'ill='ll: : GAR. SLOPE CONCRETE OR PAVERS - I -18' MIN 18' MIN. SLOPE VERIFY PLAN DETAILS t i i 7 i 1'-- BENDEACH CONT #5 PER MFG"' FOR REQUIRED #5 : SLOPE EXT. SURFACE BAR AT STEP DOOM, CONT, BARS. MAINTAIN OR GRADE 1/8' PER \ I CLEAN COMPACTED BARSF FOR HOOK 3" COVER TYP. BARS FOR EACH CONT. FOOT AWAYFRDM 3 i5 CONT REBAR FILLS%%STANDARD CLEAN COMPACTED ( ) DENSITY BAR. LAP REBAR PER BUILDING FILL %% STANDARD ON CHAIRS W/MIN. W/MS CONT.(_.... 1 MIN. #4 Q TOP TABLE MDOB ON 51.1 AS FIBER EXPANSION 3" COVER W/3' COVER NP. d- 1 1,4, I� AS REQUIRED DENSITY PORTALREQUIRFRAM SPA � � PORTAL FRAME SPECS l^L�U81 THICKENED EDGE TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING 13w THICKENED EDGE @ GARAGE DOOR 3/4"=1'-0" 3/4'=1'47' we=1'1Y 3/4-=1'0" 3/4'=1'-0' 3/4'=1'd 2" SCH. 40 STEEL PIPE IF MASONRY WALL OR (2) #5 x 4'-0• BARS 1'TVP. ALL REINFORCEMENT SHALL CENTERED AT PIPE PVC OR SCH40 SLEEVE FILLED W/2500 P51 COLUMN IS ABOVE, MAINTAIN 3" CLEAR TO PENETRATION Z CONCRETE. BOLLARD HOOK VERTICAL TO BE MIN. 3FT TALL GRADE AND i-17 CLEAR TO STEEL TO BOTTOM ANY FACE EXPOSED TO E70X 114" ROW OF STEEL WEATHER SEE FRAMING PLAN 8" CMU- a ; • •' AND PARTY WALL CONIC. SLAB PER CONIC. SLAB PER FINISH PER ELEV. I I ,I' I 1 ' i IF CURB IS TALLER THAN DETAILS FOR MORE (4)1/4' z 31/1' (:� FOUNDATION PLAN FOUNDATION PLAN 8" C.M.U. FINISH PER 5S15'x3A3• THICK AWE SUP RSTUD 8', CONTRACTOR TO ADD .- INFORMATION FINISH FLOOR ELEV. STEEL BASE PLATE •L' L 2 I I- "II "II FASTENERS W/MIN Y) OVERT BARS WI MIN. If FOOTING IS TALLER FINISH FLOOR m -.. I - I 1-17 EMBEDMENT N , ( THAN 3'-0", ADD (2) #5 PENETRATING REFERTO INTO CONCRETE < - - : :•' pIPE. MAX 4" i (' ( - (FOUNDATION PLAN w BARS AT 1/4 POINTS OF RADE PENETRATING PIPE l I I -"FOR CONT. CONCRETE SLAB PER < (2) 45 BARS ®TOP I l i FOOTING DEPTH T -- - - ' MAX' 4 FOUNDATION 2" ;CH. 40 STEEL PIPE FOUNDATION PLAN > WHEN MONO DEPTH SECTION A -A SEE FDN. - (' I- PLAN FOR- :.-.- _ #S LOOP TIE(NP.) INFORMATION FILLED W/ 2500 PSIIP EXCEEDS 2G,IFW% SIZEBREINF. - 1/1' DEPTH <26'THESE �. i "- CONCRETE. BOLLARD ETp)L BARS ARE NOT READ J z PVC SLEEVE MAX , m� - REFER TO PIPE PERPENDICULAR TO FND TO BE MIN. 3FT TALL '!" GRADE �0 6" DIAMETER l�I \,.. FOUNDATION PLAN 1 3' I I . " i3 STIRRUPS 48' :s FOOTING PER PLAN in i _ FOR CONT. :- _-- - - ' - 5^x5'z3A3' THICK A38 'I - ~ O.C. WHEN MONO I �• l-1' CONTACT FOR FOR ADDITIONAL REVIEW _ FOUNDATION FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS STEEL BASE PLATE I:� I :� -III I I- - (-f CLEAN COMPACTED INFORMATION .. __ __ -.. °' l • !., - O IF DEDEPTHX<26.OiHESE I l , t I p m� �FILL�%%STANDARD I I (SIDE VIEW) DENSITY FOOTING PER PLAN A A SUP RSTUD ^ -) BARS ARE NOT REO D PVC SLEEVE •• CONCRETE SLAB PER FASTENERS W/MIN. I-t I j (2)i5BARS CONT. W/ CLEAN COMPACTED (FRONT VIEW) MAX6"DIA f I II lil pLgN 2-1/4"EMBEDMENT 3"COVERTYP. 4" FILLS%%STANDARD i INTO CONCRETE DENSITY CLEAN COMPACTED IF FOOTING IS TALLER THAN 3-0", FILL %%STANDARD (3) #5 COT. REBAR ON FOOTING IS REQUIRED TO BE T-0•WIDE 3t- i -1 _I.'• .e _ . • •° . I `, ! i' DENSITY CHAIRS W/ MIN. Y COVER W/(4) #5 CONT. BARS W/3' COVER F1 TYPICAL FOUNDATION PENETRATIONS i—{ € h' I J F1 BOLLARD DETAIL F1 PARTY WALL FOOTING W/CURB uIF2n DEEP MONOLITHIC FOOTING 3/4"=V4r PIPE PARALLEL TO FIND 3/4- V T 3W V-7 3/4"=1'4" l ALL REINFORCEMENT SHALL SEE FRAMING PLAN 8 / MAINTAIN 3" CLEAR TO PARTY WALL DETAILS GRADE AND i-1!Y CLEAR TO FOR MORE ANY FACE EXPOSED TO SEE FRAMING PLAN 8 INFORMATION WEATHER PARTY WALL DETAILS (2) #5 BARS Q TOP FOR MORE WHEN MONO DEPTH INFORMATION IF CURB IS TALLER THAN EXTERIOR WALL 71? EXCEEDS 26". NOT B', CONTRACTOR TO ADD SHEATHING PER PLAN. REOD. IF LESS THAN > EXTERIOR WALL (2) #5 CONT. BARS W/MIN SEE DETAIL WF105D4 28• DEEP SHEATHING PER PUN. Y COVER FOR MORE INFORMATION I _ (1) #5 BARS NOSING SEE DETAILN F10/SDI CONIC. SLAB PER FOR MORE INFORMATION � BUILDER TO CONIC. SLAB PER Ul #5 CONTINUOUS REBAR FOUNDATION PLAN a PROVIDE SILL FOUNDATION PLANSEALANTANSULATION AT NOSE, MAINTAIN MIN. 'i• � ..'�.. 1rM1 wa #3 STIRRUPS @48' O C. WHEN MONO DEPTH EXCEEDS 26 I IF DEPTH IS LESSTHAN W. STIRRE I I. ,) O ARE NOT REDD UPS 4 ` _.J .. i I F) BUILDER TO > CONCRETE SLAB PPROVIDE SILL CONCRETE SLAB PER ER FOUNDATION PLAN SEALANTANSULATION FOUNDATION PLAN (I _I GRADE ; 3" CONCRETE COVER VARIES, 7-3/4• MAX CLEAN COMPACTED J" I I ''' i- (3) #5 CONT. REBAR l - ` (3) #5 CONT. REBAR T. i I (� I I I 1 I - P 3) #5 BARS CONT W/3" COVER TYP. 1'-D•' I : : e : i.� : I ....g - - FILLQ%%STANDARD DENSITY 2T (3) MS BARS CONT. TEP SECTION WY3' ON CHAIRS W/ MIN. 3'COVER 1'S - CLEAN COMPACTED FILL %%STANDARD ON CHAIRS W/MIN 3' COVER �- CLEAN COMPACTED CLEAN COMPACTED FILL Q %%STANDARD COVER NP. � I DENSITY 1'B FILL �95%STANDARD DENSITY DENSITY F2 DEEP MONOLITHIC FOOTING W/ STAIR tMr3�1 EXTERIOR PARTY WALL FOOTING uIF3� EXTERIOR PARTY WALL FOOTING F4 FOUNDATION @ GARAGE STEP-DOWN � NOT USED 3/4"=1'4T' 3/4"=v-Cr -03/4•=1'" 3/4"=1'-0' ``f�j`#%1111111t11011 e•~•• %le Q a w •i �.g i o • a: Yeµ IQ u e � e o •NIl_ v e�C��` a J Z s£ 0 W G�F n ;= Q Z M O F 0 ja EF w Q c 111 Q Oar O F Z <3 i m #r z o O OU• S n LWLI (L c1 z 1n i ti m OC17 N w IF r 07 IT C n Z O 7 0 F O Q yn0 F9 J � u 1Q a 10 Z w o X yo r F - F- W J X 2 XLu0 'a Boa V~)GooF • W f O STRUGNRAL ENG: TH DRAFTING: z z S UCT: DP OC CHECI(: CC w JDS No. STAR-1]148 I SCALE: AS INDICATED w OAIE OB,D8L3 U S30 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 STANDARD 1ST FLOOR FRAMING 777 SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BC TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL PI HORIZONTAL 1SIMPSON 5#!'THREADE0 121. 2' TITEN HD ROD j / ESW6' Bd 8' O.C. 17 O.C. (2}rtOWS 3' O.C. 3' O.C. MIN. h STUD 24' 32 %/ % / ESW4 PER DETAIL COMMON 4'O.C. 12'O.C. (2)-ROWS 3-O.C. (0.731' x 3.O.C. MIN. 2x STUD PER DETAIL 16" 24' / E$WQ WF70/SD4 2.5-) 3-O.C. 12-O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. (2)-2t OR 4x STUD WF10/SD4 12" 16" ESW2 7 O.C. 12- O.C. (2)-ROWS 3" O.C. 7 O.C. MIN. (2)-b OR 4x STUD NOT ALLOWED 17 ISW7 12" GYPSUM 5d COOLER" 7- O.C. 7- O.C. 7' O.C. 7" O.C. MIN, Dx STUD MIN. 21 BLOCKING 24" 37 1387-KR 1386-M 1367-AR 1306-K 131-LR 1387-B 1386-N ISW6 ad6" O.C. 17 O C. 4' O.C. 4" O.C. MIN. 21 STUD 2C 37 BUILDING KEY SW4 7/16" STRUCTURAL COMMON ,' O.C. 12" O.C. 4" O.C. 4' O.C. MIN. 2x STUD PER DETAIL 16" 24" 1 SHEATHING OR (0.131"x ISW/3 15/32" SHEATHING 2-5') 3" O.C. 17 O.C. 4' O.C. 4" O.C. WFI0/SD4 MIN. 2") 2x OR 4z STUD 17 is- IS2-O.C. 12'O.C. 4'O.C. 4'O.C. MIN.(2}20114x STUD NOT ALLOWED 12- W.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. 0.066'xl-W LONG & 1554' HEAD. No.6 TYPE 9M DRYWALL SCREW (1-1W LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION PI REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING, ANCHOR BOLTS REQUIRED AT 1ST LEVEL SHEAR WALL ONLY. PI WHEN (2)21_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFOSI SD2 SBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT W32 SHEAR WALL SCHEDULE W/BOTTOM ANCHORS 3/4"=V-0" I 1 1 37 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW/ DOOR OPENINGS 0 I ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW W/S09/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 WFID/SD4 AT ALL LOCATIONS AS REQUIRED, 24_ 16' 17. 37 32 24 16" 17 S. 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. ?Iw 1 UP 2.4 SYP 02 EXTERIOR FRAM10 ESW.1 ESW6 ESW6 ESW6 I I I I I I 1 I 1 I I i I j I D0 I I SD01 7 F SD4 APPLY TO ENTIRE D 7 F SD4, 7 D ( SDO ........ ...... REAR WALL OF I 7 13 E I ,... .. ............. .............. D END UNIT D F 7 F 1 1 -' 1 SD4 D 1 1 _ Rm1 H4x10 1913 E -- --- _ -_-_. E 13 7 Rm1 2 H4z/0 19 E H4x12 ^ �^ H<z12- 11 Rmi m H4z12 +`� H4x10 p 1 E 13 7 E 13 7 p 7 '19 D 1 H4x10 Rm1 D m M4xU ^ 1 E 13 7 E 13 7 p 7 D i 1 E D E 12 79 17 13 E F 13 11 D 7 7 D 7 13 E 7 13 E 0 i 1 FJ3 1 FJ3 (; WD WD WD WD I FJ3 , 1 - 8218 LANDING , FJ3 , ... 1 BEAM I , EAMMNDING BEAM D B2x8 LANDING 8218 LANDING , ^; NOTE: DOWHSET fJ6. _JB ,BEAM , NOTE: DOWNSET D -' BEAM I HEADER AT = "' -p 1 HEADER AT NOTE: DOW/NSET 1 •" p DOOR LOCATION E DOOR LOCATION HEADER AT 1 NOTE: ATTACH BEAM TO I NOTE. DOWHSET -. NOTE ATTACH BEAM TO E I DOOR LOCATION MIN. 3-PLY BUILT UP COLUMN BETWEEN Z - - - IHEADER IDOOR AT 1 LOCATION 1E MIN. 3-PLY BUILT UP COLNOTE: 1 I _ ATTACH BEAM TO DOUBLE TOP PLATE & - I NOTE: ATTACH BEAM TO DOUBLE TOP PLATE & MIN. 3-PLY BUILT UP t HEADER USING HUC46 ECDOLUMPN I UTWEETHEADER HEADER USING HUC46COLUMN I BETWEEN FJ5IB2x012 6E DOUBLE TOP PLATE & USING HUC46 P PLA E & ""'"-" B2z12 LANDINGOUBL LANDING D HEADER USING H UC46 DBEAM i FJS BEAM B2x12 E - 1 : - I BN12 11 58BEAM LANDING ---_ j� - LANDINGE BEAM FJ$ BWI .- BW7D56�� D PLATE HEIGHT AT BOTTOM I' FJ7 E OF FLOOR SHEATHING yN FJ7 E 1 FJ7 ..- FJi D E I K FJ3 1 1 F. I WD 1A0 WO FJ3 FJ3 i 11 E i BW2 I I D BW2 1 1 1 1 E MIN H2x8 H2x6 H2x6 H2x6 1 I APPLY TO ENTIRE FRONT WALL OF H2z12 H2x6 I FJ4 112z6 Has FJ4 7 12 E I END UNIT -__ " 1 FA 7 12 E 1 = -- _ I FJ4 FJ6 BW2 FA � _ BW2 ESWJ '5- - --_ --- M4z12 Rm1 H3.5x9.25 _ I E 12 7 - , BW2 - 2 FJd 1 - '!�- � D FJ4 I - -- H4x12 Rm1 BW2 H35x9.25 1 , - - ji]jH4x72 'a� x -- D 2 D -- --- ' - r< -1 --- Y - D 2 _ D , Rm1 H3.5x9.25 I D I H3.5x9.25 m1 H4z12 17E' XTENT OF PORTAL 17-21?(EMENT OF PORTAL 17-210 (EXTENT OF PORTAL WALL FRAMING -SEE DETAIL) 19 13 E 1 WALL FRAMING -SEE DETAIL) ( (EXTENT OF PORTAL I WALL FRAMING -SEE DETAIL) 1 SB E$W/J I p I 4e� I ( WALL F WALL FRAMING -SEE DETAIL) I I 1 I p Se 2z4 SVP p2 EXTERIOR FRAME WALL STUDS 017 O.C. MAX ICIR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE ENDZONE 81-0' 2.4 SYP #2 ® Is- O.C. MAX 2z4 SYP 02 @ 16' O.C. MAX 91-0' 2.4 SYP #2 ® Is- O.C. MAX 2.4 SYP 02 @ 12' O.C. MAX 91-e 2x4 SYP 02 @ 17 O.C. MAX 2z4 SYP #2 @ 12" O.C. MAX 101-0' 2.4 SYP #1 0 12- O.C. MAX 2X4 SYP #1 @ 8' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE ENDZONE 8147 2z4 SYP 02 Q Is- O.C. MAX 2x4 SYP #2 @ Is- O.C. MAX ' o03 W-W 2X4 SYP 02 @ 16" O.C. MAX 2z4 SYP #2 @ Is- O.C. MAX W 94' 2x4 SYP #2 @ IS' O.C. MAX 2z4 SYP 02 @ 16' O.C. MAX 10'-0' 2z4 SYP #2 @ 17 O.C. MAX I 2x4 SYP #2 @ 12" O.C. MAX 2 EXTERIOR FRAME WALL NOTES w 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO k 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 O FRAMING PLAN. Z 3. SEE DETAIL WF1D/SD4 FOR REQUIRED WALL SHEATHING o 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 p BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE rc SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF OJ EXTERIOR STUDS. 1 4. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO r BE MIN. SPF #2 @ Is- O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND =7-1-T.O.W. IST FLOOR INTERIORIEXTERIOR 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 1386-OR LOT 107 1387-KR LOT 108 1386-M LOT 109 1386-AR LOT 110 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1/9"=11-01• 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. y1 01%11111111 ''' ZO ft W e � r CZi L1J r Don Z T N 1L Z gr�gi Vic6 0o Li n toot _Z f2A vJG _j Qj�� � 3 g H LL Li W = Q ¢ FE i UJ N •N i• _ C CD b0 Z O 7 8 =r in C LU ? O U UJ J - = ( IL UJ :3x}z - (9 F F K W OIL STRUCT: DP a CHECK: CC w JOB No. STAR-17169 t SCALE: ASINDICATED w DgTE: 09I06/Jl S5 SHEAR WALL SCHEDULE STANDARD 1ST FLOOR FRAMING SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR SILT UI TAG PANELS NOTES: SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICALnI HORIZONTAL 12'SIMPSON 5/8'THREADED 12"J-BOLT TITEN MD ROD / ESNb' ad 6' O.C. 17 O.C. (2}ROWS 3' O.C. 3' O.C. MIN. 2x STUD 24" 37 37 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR / COMMON WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ESW4 PER DETAIL q• O.G. 1Y O.C. (2)-ROWS 3' O.C. ESWJ WF10/SD4 2.5.1 3" O.C. 12- O.C. (2jROWS 3' O.C. 3' O.C. MIN. 2. STUD PER DETAIL 3' O.C. MIN. (N2�)-2x OR 4x STUD WFIG/SD4 16' 17 24• 16' 24• 16' ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07AON NOTES &CONNECTOR LEGEND SHEET / ESW2 2' O.C. 17 O.C. (2)-ROWS 3" O.C. Z' O.C. MIN. (2}21 OR 4x STUD NOT ALLOWED 17 17 2. AT ALL WINDOW /DOOR OPENINGS 0IST FLOOR, CONTRACTOR WSW/ 12' GYPSUM Sd GOOIER" T O.C. T O.C. T O.C. T O.C. MIN. 2x STUD MIN. 21 BLOCKING 2/' 37 37 TO FOLLOW DETAIL VJF0B5D2 1366.OR 1387-KR 13WM 1387-AR 1386-K 1386-UR 1387-B 1386N ISWB ad 6" O.C. 17 O.C. 4- D.C. 4" O.C. MIN. 2, STUD 24" 37 32 7 18' STRUCTURAL COMMON 3 L CORNERS, CONTRACTOR TO FOLLOW W509 SD4 (AA) BUILDING KEY ISWM q• O C. 12 O.C. 4" O.C. 1 SHEATHING OR (0.137'x 4" O.C. MIN. 2z STUD PER DETAIL WF10/SD4 76 24" 24' U N.O.AT ISW/3 15/32' SHEATHING 2-5'9 3" O.C. 12- O.C. 4.O.C. 4.O.C. MIN. R}2x OR 4x STUD 17 16, 16' ISW2 70.C. 17 O.C. 4' O.C. 4' O.C. MIN. (2H2x OR 4x STUD NOT ALLOWED 12" 17 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESM. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS FROM BOTTOM OF FLOOR SYSTEM TOP PLATE OF FRAME WALL INSTALL REQUIRED SMEHE DOUBLEATHINO SPLICE BLOCKIKJ NG -5d COOLER NAIL SHALL BE MIN. 0.086'xi-W LONG & 15/64' HEAD. No. 6 TYPE'W DRYWALL SCREW (1-1/4' LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL PER PLAN DETAIL WF1 O/SD4 AT ALL LOCATIONS AS REQUIRED. REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION S. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING III REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR SOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING AT 1ST LEVEL SHEAR WALL ONLY. NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A I21 WHEN (2)2x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFOB/ SD2 STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE SBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. W32 SHEAR WALL SCHEDULE W/BOTTOM ANCHORS 3/4'=1'4r J. i JIT 1 1 1 -..:. WALL STUDS ® 12" O.C. MAX ESW6 ESM ESW6 ESW3 1 1 I I 1 I 1 I I I I 1 1 1 1 APPLY TO ENTIRE I/SDO'A I 1 REAR WALL OF ........... D ..... FF_..... ...I I ( E 79 END UNIT f 7.... D ..... SD4 7 D SD4 1 kR S00 SW 1 I ! __. ............. 2 i low SD4��� F 7,Rm1 I H4x10 � HIx10 Rmi�itm DD zmDH4z12 jEl J.11R m 1 E 13 7 E 13 7 p 7 1 ig H4x12 11 13 F E 13 /1 19 12 E I D 7 I 7 13 E 7 13 E p 7 7 D 7 13 E I 7 13 E 1 7 D 1 1 7 D i 1A0 F33 1 FJ3 1 .• I FJ3 1 I FJ3 ( I 1 WO 02x8 LANDING B2z8 LANDING 1 M BEAM 1 B2x8 LANDING 1 D .,,,,, ,,,, s I B2z8 LANDING I BEAM 1 NOTE. DOWMSET .FdS- . 1 BEAM 1 FJ6- NOTE DOWNSET t 1 HEADERAT T-T DOOR LOCATION / 1 I HEADER AT E / DOOR LOCATION 00 p p 1 fJ6 - NOTE'DOWNSET E I NOTE ATTACH BEAM TO fJ6x4� NOTE: DOWNSET ( NOTE. ATTACH BEAM TO HEADER AT T I - 1 MIN.3-PLY BUILT UP 1 1- HEADER AT - �.. ,/ 1 MIN. 3-PLY BUILT UP DOOR LOCATION E 1 COLUMN BETWEEN =-� 1 DOOR LOCATION E 1 - COLUMN BETWEEN 1 1 I NOTE: ATTACH BEAM TO I DOUBLE TOP PLATE 8� I I NOTE: ATTACH BEAM TO I DOUBLE TOP PLATE & Oj t MIN. 3-PLY BUILT UP 1 HEADER USING HUC46 D E I Z MIN. 3-PLY BUILT UP HEADER USING HUCdfi m = COLUMN BETWEEN m 1 �y 1 - _ - COLUMN BETWEEN 1 J -p DOUBLE TOP PLATE 8 ' :... B2x12 E I LANDING C DOUBLE TOP PLATE 8 - E, 82x12 __ _ 3 K HEADER USING HUC46 I E "'-- p HEADER USING HUC46 LANDING I w 1 fJ5 BEAM ., 1 _. "... BEAM 11 E `dF B2x12 .. am E B2112 ,,:. 1 •¢ LANDING �_ m 1 BW1 FJS :.: i,.,T, rc I 1 LANDING 1 BEAM ! FJs -- BWt�- ,'. .._. ( ::: BWh ., 11: 11 _ O I BEAM .... - fir, BWI - ... ,,. w D ISWA 11'd' R�i N y BWI I 1 - it :: 11 1 PLATE HEIGHT AT BOTTOM � � 1 OF FLOOR SHEATHING I S6 1 --- - p _ it �a 1 1 FJ7 1 ' E .. I FJ7 _I FA1 { 1 .,.E FA 1 E 1 I FJ3 I I FJ3 NO WHO WO E 11 1 _I FJ3 1 F33 1 I - ( _ BV✓1� E 11 BW2 D 1 M2d3 M2x6 AP PLY TO ENTIRE 1-120 H2112 FRONT WALL OF BW2 .. BW2 D = END UNIT H2z8 H2x6 FJ47 12 E H2x6 H2z6 ESWlJ m - - = FJ4 i _-= i SOS DS BW2 F J4 I 1 E 12 7 I&LS2 FA D BW2 FJ4 D FJ4 H4x12 Rm1 H35119.25 ( BW2 1 ---' --- m '� 1 _ H4x_12 - m _ 1 FJ4 gy,2 I H3.5z9.25 Rmi ' ' r D 2 D 9 E 13 19 1 H3.Sx9.25 m1 HIx12 -_ ___ -A ___ _ p 1 1 H3.5x9.25 mi H4z72 17E' (EXTENT Of PORTAL 1 WALL FRAMING - SEE DETAIL) 17-2 72' (EXTENT OF PORTAL D 17-2 12' (EXTENT OF PORTAL WALL FRAMIN= SEE DETAIL) I 17-2 12' (EXTENT OF PORTAL WALL FRAMING DETAIL) ES - SS 1 WALL FRAMING -SEE DETAIL) -SEE 1 1 1 SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE a'-0' ZA SYP 02 ® 18' O.C. MAX ZA SYP t2 016- O.C. MAX 91-M 2x4 SYP 02 ® Is- O.C. MAX 2X4 SYP 02 ® 17 O C. MAX 9'<' 2z4 SYP 02 ® 12' O.C. MAX 2x4 SYP 02 @ 1 Z' O.C. MAX 10'-0' 2x4 SYP 01 017 O.C. MAX 2x4 SYP N1 ® 8" O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE ENDZONE 81-M 2z4 SYP tl2®Is- O.C. MAX 2x4 SYP 92@Is- O.C. MAX 9'-0' 2,4 SYP tl2 ® 16' O.C. MAX 2z4 SYP 42 @ Is- O.C. MAX 14 9'-4" 2,4 SYP #2 ® Is- O.C. MAX 20 SYP M2 Q 16" O.C. MAX, 2x4 SYP R2 0 17 O.C. MAX 2x4 SYP 42 @ 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 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 i2016" O.C. MAX U.N.O. ON FRAMING PLANS. _9•-, TOW.WALL/ LEGEND INTERIOR/EXTERIOR BEARING WALL = 8'-1' 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 a6 I I i 1386-K LOT 111 1386-LR LOT 112 1386-B LOT 113 1386-N LOT 114 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5:2 FOR NOTES AND CONNECTOR LEGEND-0' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. oo • e W II��+� ppJi1 p LL V �Z �F i Oa F LL g Z yQ C0 0g� w Q V G LIL wZO 0 a p STRUCTURAL ENG: TH DRAFTING: SIRULT: DP aC CHECK: CC O w JOB No. STAR-17109 T SCALE: AS INDICATED w OATE: OIN6 S5.1 HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS TAG STUD SPACING LUMBER SPECIES CONNECTION B FASTENERS UPLIFT CAP. ENTER /SIDE BLOCKING (2)2c6 #2 SYP ATTACH KING STUD TO HEADER W H2x8 W/ OPT. }" FLITCH PLATE (6) 0.162" x 3-12" NAILS TOP BOTTOM (plp) (2)218#2 SYP ATTACH KING STUD TO HEADER w/ BWI Is- SYPM2 13)1.148"x 3-1/4* (3)0.148"z 3-19' NO UPLIFT MIDSPAN Has W/ OPT. }" FUTCH PLATE (8) 0.162" x 312" NAILS 16" SYP12 TOE -NAILS (1) SDWCI5600 TOE -NAILS (1) SDVVC15450 270 PLF MID-SPAN BW2 (2)a 1002 SYP ATTACH KING STUD TO HEADER w/ Hh10 W/ OPT. }" FLITCH PLATE (10) 0.162" x 3VZ NAILS Is- SYP12 (1)SDVVCIS600 (1)SDWC15450 270 PLF 113 PT. BWJ (2)2x1202 SYP ATTACH KING STUD TO HEADER w/ H2x12 W/ OPT. i FLITCH PLATE 00) 0.167 x 3117 NAILS 12' SYP42 (3)0.148"x SAW (310.148"x31M' NO UPLIFT MIDSPAN BWI (3)2z12f2SYP ATTACH KING STUD HEADER w/ ' H3x12 W/ OPT. }" FLITCH PLATES (10) 0.162x 31W 2' NAILS 12' SYPI2 TOE -NAILS (1)SDM15600 TOE -NAILS (1)SDWCI5450 380 PLF MIDSPAN BWS H3.5x5.5 (2)1.75'kS.S LVL ATTACH KING STU D TO HEADERw/ (6) 0.162" x 3-12" NAILS 1Y SYPM2 (1)SDWC15600 (1)SDWC75450 360 PLF 1(3 PT. H3.5x7.25 (2)1.75'0.26- LVL ATTACH KING STUD TO HEADER w/ BWe (8)0.167x3-117 NAILS 1-13.5x9.25 (2)1.7Sx92S'LVL ATTACH KING STUD TO HEADER w/ (1010.162x 31? NAILS BW7 I6' SVP12 (1) SDVVC15600 (2) SOWCI5450 440 pLF MIDSPAN H5.25X11.25 LVL ATTACH KING STUD TO HEADER./ (3)1.75"x11.25' (12)0.16Yx312' NAILS ® is- SYP12 (1)SDWC15600 (2)SOW/C15450 440 PLF IKI PT, 3.5"x5.5' AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ H4X6 HEADER (6) 0.167 x 3-12" NAILS ® 17 SYP42 (1) SDWC15600 (2) SDW/C15450 590 PLF MID -SPAN H4x8 3.5' x7.25' AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (8)0.162'x312" NAILS BWI 12' SVPM2 (i)SDWC75600 (2)SDWC7545D 590 PLF 113 PT, H4x10 3.5'k9.5' AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER 110) 0.162'x 3-IZ NAILS BWI1 i6' SVPl2 (2) SDWC15600 (3)SDWC75450 776 PLF MID -SPAN 3.5"x11.25" AFP 1.6E SHORT SPAN HEADER ATTACH KING STUD TO HEADER w/ (1210.16T x 3.12 NAILS END VERTICAL TO KING STUD W/(6)- P-HDR SEE DETAIL HD14 THIS PAGE 0.131 x3" NAILS HEADER SUPPORT SCHEDULE BOW SEE PLAN FOR WALL WIDTH - - - - - - OPENING SIZE JACKS @ EA. END KINGS Q EA. END STANDARD BEARING WALL W/STRAPS NOTES V-0"TO Y4V 1 1 4'4Y TO T-11" 2 2 1. VER III./PLAN FOR WALL SIZE. ASSUME 2X4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP f2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W (3) 0.131' x 3" TOE -NAILS. ALL LOAD BEARING WALLS SHALL HAVE SYPi2 DOUBLE TOP PLATES & BOTTOM PLATE. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD, REFER TO DETAIL 12 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. - 847 TO 9'-11" 2 3 10'4J' TO 17-T 3 4 STANDARD HEADER NOTES 1. VERIFY WPLAN FOR CORRECT LENGTH OF HEADER REDD. SIZE INDICATED ON PLAN IS MINIMUM REDD. PER LOCATION. LARGER HEADER MAY BE INSTALLED WI OUT APPROVAL 5. IF "BW CALLED OUT ON 2nd FUR. SEE PLAN FOR STUD TO STUD CONNECTIONS. FROM E.O.R. 6 MID OR } PT. BLOCKING TO BE 2X W/(2) 0.131' x 3" TOE OR END -NAILS EACH END. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 7. WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ATTACH STUDS TOGETHER FOLLOWING DTL. WFOB/SD2. ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. 3, NAIL HEADER PLIES (INCLUDING LVL.) TOGETHER USING (2) ROWS OF 0.148"X3" NAILS a 6. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REO'D. IF BRG. WALL IS INDICATED *NO 12, O.C. ONE SIDE. MIN. 7 FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS a10 UPLIFT". THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT RAVE UPLIFT. THE STUDS ARE OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET TO BE TOE-NAILED/END RAILED TO THE PLATES & THE 2X P.T. BASE PLATE CAN BE ATTACHED LA4FLARD CASED INTO HEADER GUN NAILS AND WILL NOT RED. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES, 4. NAIL KING STUDS TO HEADER w/(3)0.148"x3" TOE -NAILS PER SIDE IN ADDITION TO NAILING 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD031SD1 U.N.O. ON PLAN. PER HEADER SCHEDULE. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 5. IF MORE THAN (1)KING IS REQ•D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REO'D. 11. COLUMNS WITHIN BEARING WALLS ./UPLIFT THAT DO NOT SNOW A BASE CONNECTION: CONTRACTOR TO NAILS FROM 1al KING INTO HEADER THEN ATTACH ADDITL KING PER DTL WF08/ SD2. INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOP/BOTTOM AND HAVE AN ANCHOR (AS DEFINED OTHERWISE, CONTACT E.O.R. FOR REDD. WOOD SCREWS. BY DETAIL WF07A THIS SHEET) WITHIN 6' FROM THE COLUMN. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 13. AT NON -BEARING WALL LOCATIONS 2.4 SPF%2 STUDS ® 24"o.c. MAX. ARE ADEQUATE. AT NON -BEARING 8. SEE DTL WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS HEADERS USE (2)214 FLAT w/(3P.131'.3" TOE -NAILS EA. SIDE AND CRIPPLES AT 24"c.c. AT 2STORY OPEN AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. AREAS INSTALL NON -BEARING WALL STUDS @16".... A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND 9. AFP 1.8E SHORT PAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1}" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER - - - - ps. E-1600000px2 2 0.131-XY TOE -NAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w1EITHER GUN NAILS 37o.c. OR 2 () ® ( ) 10. WHERE SVP i2 UILT500 HEADERS A ESPECIEIED ON THE PLANS, AFP 1.6E IMHEADERS ARE SPECIFIED 0.1OUIC /4' NAILS EACH FLOOR TRUSS. SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION HEADERSHE S 14. IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE SCHEDULE ON SHEET W/P1. ABOVE BEARING WOOD WALL SCHEDULE, NO SP4'S ARE REQUIRED. 11. AFP 1.6E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. TO MIN.1IMPSONMIN. 12" TITEN-HDMAX SCREW wesmuTTQp: AS INDICATED ON THE STRUCTURAL PLANE 'BASE INSTALL ANCHOR INSTALLED � MAX. 24' O.C. L/J/ MIN. CONNECTOR' ie, SIMPSON TITEN-HD, 12' THREADED ROD, 7' EMBEDMENT INTO FOUNDATION. AND 12" JSOLT, MAY BE INSTALLED AND OR SUBSTITUTED _ N 1 - M' A MIN. 2 i EDGE DISTANCE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW FROM T FROM THE CONCRETE OR MASONRY FACE. FOLLOWING THE INSTALLATION INFORMATION PROVIDE ON D INSTALLERS: REFER TO MANUFACTURER'S THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. END SPACNG: ALL "BASE CONNECTORS" S WILL BE SPACED AS INDICATED THIS SCHEDULE, 6" FROM ENDS OF WALL FRAMING, AND THREADED ROD YW EPDXY APICLIOR: DRILL 8 EPDXY:MIN. 5/8' THREADED ROD, WITHIN 6' EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F1554 GRADE 36, FY=36ksi, Fu 58ksi, WASHERS: INSTALLED @ MAX. 32' O.C., W/ MIN. 7' 1 AT INTERIOR FRAME WALLS: SIMPSON BP OR BPS12 SO. EMBEDMENT INTO FOUNDATION USING WASHER OR EQUAL Yx7Y3H6' . l ) - P SIMPSON SET % EPDXY OR EQUAL. 2. AT RIOR SHEATHED EXTEO. FRAME WALLS: USE SIMPSON MAINTAIN A MIN, 2-1 M' EDGE DISTANCE BPOR EQUAL(OLES0.229'). FROM THE CONCRETE OR MASONRY FACE USING-350.WASHER S 3. WHEN USING WASHERS WITH SLOTTED HOLES, A STANDARD CUT WASHER IS REQUIRED BETWEEN NUT AND THE PLATE WASHER. JSOLT. MIN. i/Y J-BOLT INSTALLED Q MAX. 37 O.C., 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER 2 1/4' MIN. ASTM A307 OR BETTER W/ MIN. 7" SHALL EXTEND TO WITHIN 12' OF THE EDGE OF THE 72' EMBEDMENT. MAINTAIN A MIN. 24/4" EDGE BOTTOM PLATE ON THE SHEATHED SIDE. LEG DISTANCE FROM THE CONCRETE OR SHALL BE MASONRY FACE. LEGUR MIN. D FROM AS MEASURED FROM SHAFT BUILDER SHALL USE AN APPROPRIATELY SIZED HEX NUT BUILDER F O EN FACE TO END OF LEG AS SHOWN THIS MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS WT. OF ATURN. 07 STANDARD BASE PLATE CONNECTOR SCHEDULE il4"=7'4T BR EAKSHEATHINGATKING TOJACK STUD TRANSITION KING STUD PER HEADER SCHEDULE. �NAJLENDVERTICALSTO CONT. PLATES w/0.13lx 2-12- NAILS @ 3" O.C. WALL SHEATHING. ) THICKNESS AND TYPE •, PER PLAN VERTICAL BLOCKING ® 16' O.C. ABOVE OPENING AND AT EA. END OF HEADER SEE HEADER SUPPORT A SCHEDULE FOR FASTEN SHEATHING TO - REQUIRED KING STUDS CONT. PLATES w/ 0.131 X 2-1? NAILS ® 3' O.C. 4'47 MAX CLEAR SPAN SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACKSTUDS HD14 BUILT-UP PANEL HEADER DETAIL 12"=I-(r CONT, DOUBLE TOP PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING TOP OF FRAME WALL b TOP OF WINDOW `CONTINUOUS DOUBLE BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION A -A COLUMN SCHEDULE CONNECTOR SCHEDULE A 2x (2)- SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO TAG SIMPSON CONNECTOR NOTES TYPE VALUES VALUES MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) SPF(Ib) SYP(Ib) B (3)2x_SPF #2 BUILT UP STUD COLUMN(STUD SIZE TO (1I-SDWC156DO SCREW, REFER TO DETAILS I, IA, AND FRAME TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) a 2ON SHEET SDWC FOR INSTALLATION REQUIREMENTS IE FRAME 485 615 C (4) 2x_ SPF #2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) 2 ❑ (2)-SDWCIS600 SCREW, REFER TO DETAILS ON SHEET SDWC FOR INSTALLATION REQUIREMENTS ID FRAMETO FRAME (1)PLY 1045 (2)PLYS40 (1)PLY 1195 (2)PLY 1075 D (2) 2x SYP 42 BUILT UP STUD COLUMN(STUD SIZE TO E] (I)PLY TRUSS H10A W/(18)-0.14W X 1-10 NAILS OR (2)PLY TRUSS H10A-2W/(18)0.148"X 1-12"NAILS FRAME TO FRAME HIGA 1015 H1GA-2930 H10A 1105 HIOA-21080 MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) E (3)2c_SYP i2 BUILT UP STUD COLUMN(STUD SIZE TO ❑q HTS20 W1(16)-0.148" x 1-12" NAILS FRAM FRAME E FRAME TO 1215 1445 MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) F (4) 2X_ SYP I2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) El (2)HTS20 W/(18)-0.IdB'x 1-12' NAILS EACH FRAME 2430 2890 G 4x8 SYP l2 POST H2.5A W/(10}0.131' x i-12' FRAME TO FRAME 540 625 O DTT2 W/(8)-1/4'x2-1/7 SOS SCREWS &1IT EPDXY 45 COLUMN TO 1885 1685 H 4xB SVPR POST ANCHOR CMU/FTG. IDLENGTHS (2),CSHP18 OR (2)- CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. 9' END 8 BOTTOM) W/ 2-12" NAILS COLUMN TO -SYP- POST V (TOP (14)-0.131"X EACH, PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED, B FRAME 206D 2060 K 10XIO SYP82 POST (PT IF USED IN AN EXTERIOR APPLICATION) CSMP78 OR C520 COILS STRAPS COLUMN TO HEADER, EAM, OR COLUMN BELOW MIN. 9' END LENGTHS (TOP COLUMN TO L -4 SYP - POST (PT IF USED IN AN EXTERIOR APPLICATION) 9 & BOTTOM) W/ (14)-0.131' x 2-12' NAILS. PROVIDE SOLID 8 FRAME 1030 1030 BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. 8X6 SYP M2 POST (PT IF USED IN AN EXTERIOR APPLICATION) t0 ❑ 2)- C SIMPSON SDWC15600 SCREWS TOP & BOTTOM OF JAMB STUD COLUMNS. TOE -SCREW TO HEADER AND BOTTOM PLATE THROUGH WIDE FACE OF COLUMN PER FRAME TO FRAME /V� •. N ) �/ 8X8 SYP &2 POST (PT IF USED IN AN EXTERIOR APPLICATION) DETAIL 12JSDWC I� 312'k31/7 ENGINEERED LUMBER COLUMN. PER HTT5KT COLUMN TO FOUNDATION W/ (28} #10 .2-1/7 V STRUCTURAL COVER SHEET 11 D SCREWS. 5/8" ALL THREAD ROD TO CONCRETE WITH SIMPSON SETSG EPDXY. U.N.O. ON PLANS: MIN. 8" EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING 53W SMS CO3-12'kS1/4" ENGINEERED LUMBER COLUMN. PER V STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W/2-1/4" MIN. EDGE DISTANCE. . R 7 V 312YT ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 12 Q LSTA18 W/(14)-0.148" x 2-1? NAILS (CENTER STRAP ON STUD) (2)LSTA78 W/(td}0.x NAILS EACH (CENTER HEADER TO STUDS HEADER TO II15 I235 S 3.12'k9-12" ENGINEERED LUMBER COLUMN. PER 13 STRUCTURAL COVER SHEET STRAP ON STRAP ON STUD) STUDS2230 2470 CSi/4'xS1/4" T ENGINEERED LUMBER COLUMN. PER 1d (I)- A34 ANGLE W/ (8} 0.131"x I-12" NAILS @ 16" O.C. MAX &6 FROM EA END. PROVIDE WEB FILL ERSAS FRAME TO 300 PLF 348 PLF STRUCTURAL COVER SHEET EQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) (LATERAL) V 5.1- ENGINEERED LUMBER COLUMN. PER STRUCTURAL 15 HGA10 W/ (4)1W x 1-10 SDS SCREWS & (4)1W x 3" SDS FRAME TO 840 1165 COVER SHEET SCREWS FRAME (LATERAL) (LATERAL) X - ENGINEERED LUMBER COLUMN. PER STRUCTURAL 1fi MSTC28 WF(280.14W x 31/4"NAILS CENTERED STUDSTO 2325 2690 COVER SHEET SEAM/GT 312"x11-7/8"ENGINEERED LUMBER COLUMN. PER 17 MSTC40 W/(24}0.148'x 34W NAILS CENTERED M 8 STUDS TO 1993 230E V STRUCTURAL COVER SHEET 21-1/4"CLEAR SPAN 88` END LENGTHS STUDS 18 HUC41000NCEALED FLANGE HANGER W1(12)D16Tx FRAMETO U=981 U=1077 5-1/4"x 31/7 ENGINEERED LUMBER COLUMN. PER 3-11T NAILS & (6) 0.14r.7 NAILS FRAME R = 1866 R = 2166 Z STRUCTURAL COVER SHEET 19 HTTI W/(18KI.16Y x 2-12' NAILS W5/8' EPDXY ANCHOR 4.1 COLUMN TO FTC. 3-STANDARD SYP:-25 PSULV COLUMN NOTES CONNECTOR NOTES 1. ALL ALL POST/ LVLCPUMNS INER DTL. XTERIO/FCONDI. 2. ALL POST/ IN EXTERIOR CONDITION SHOULD L UNLESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL SrRUCTURAL MEMBERS: WOCOLUMNS BE P.T. OR VWLMANIZED. A TRUSS OR BEAM TO MASONRY (PERPENDICULAR CONDITION) NOT APPLICABLE 3. CONTRACTOR TO USE ABU BASE CONNECTORS ®SPF/SYP SOLID POSTS. ATT EXTERIOR CONDITIONS 4.4: 3}'NAILS &g`EPDXY ANCHOR w/MIN. B. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION), WITH A MINIMUM EDGE NOT APPLICABLE DISTANCE OF 3" BEDMEw/(12)I.182'k 7" MB DMENT E E C FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY PARALLEL CONDITION WITH NOT APPLICABLE w/(12)0.187X 3}"NAILS Be EPDXY ANCHOR w/MIN. MINIMUM EDGE DISTANCE OF 1-1/2" r ]'EMBEDMEBEDMENT E D. ALL ROOF TRUSS/PURLIN/RAFTER TO FRAME (PERPENDICULAR CONNECTION) O/EA.OR [E /EA 8x8: ABU88Z w/(18)0.162-x 3}" NAILS &(2)t EPDXY ANCHORS w/ MIN. T EMBEDMENT E. HIP JACKS LESS THAN 7'4YLONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPUFTOF535 / EA. OR Q / EA a 1 Oxl0: ABU 101 OZ w/(22) 0.167k 34' NAILS & (2)t EPDXY LBS. ANCHORS./ MIN. 7' EMBEDMENT F. GAB LE TRUSSES: REFER TO GABLE DE TAIL IN DICATED ON FRAMING PLAN. 4.POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3}0.131" AND BASE PLATES U.N.O. ON PLANS. It 3" TOE-NAIL5. 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. fi SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 3. STRAP MAY BE INSTALLED OVER MAXIMUM 23/32" SHEATHING, USE 2-1/2" NAILS I.L.O. 1-1/2" NAILS. SPECIFICATIONS. 4. PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMPSON SPECIFICATIONS. HEX NUTS SHALL BE WRENCH TIGHT. 1/3 TURN. 7. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER 5 LITALI THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN. 7" EMBEDMENT TO GROUTED CMU OF JACK STUDS REQUIRED. WALL W/ 2-1/4" MIN. EDGE DISTANCE. MIN. 7" EMBEDMENT TO CONCRETE FOOTING W/ 2-1/4" MIN. EDGE DISTANCE. 6. 5/8" ALL THREAD ROD TO MASONRY WITH SIMPSON SET-XP EPDXY. MIN. 15" EMBEDMENT TO GROUTED CMU CORE CONTAINING AT LEAST (1) VERTICAL 44 OR p5 BAR. MAINTAIN 2-1/4- MIN. EWE DISTANCE. IF THREADED ROD CAN BE CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAYBE REDUCED TO LT. 7. 5/8" ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O. ON PLANS: MIN. 7" EMBEDMENTTO CONCRETE FOOTING W/ 2-1/4" MIN. EDGE 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. B. REFER TO SIMPSON LITERATURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN& END LENGTH MEASUREMENTS. BEAM SCHEDULE TAG BEAM 512E CONNECTIONS TO BEAM: SIMP. HU46OR HUC46 w/ (12}0.i6TX 3}" (2)2x6 SYP NAILS & (6)-OA48'x 3" NAILS. (2165/ UPLIFT=1135) U M6 WITH 12'FLITCH PLATE TO MASONRY: SIMP.HU46 OR HUC46 w/(8)-7/4'x 23/4 TAPCONS & (4)-OA48' x 3. (U=76(I2=2D00) qg ON MASONRY: MSTAM24 w/(9)-0.148" x 3" NAILS & it (5}t/4^ 2-1/4" TAPCONS (UPLIFT =1375) TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) TO BEAM: SIMPAU48 w/(14)-0.16Tx 3}" NAILS & 62X8 (2)2x61J25YP WITH 12" FLITCH (6)-0.148'x 3" NAILS. (25301UPUFT=1135) TO MASONRY: SIMP. HU48 OR HUC48 w/(6)d.148'x 3" +a� PLATE NAILS&(10)}?X 2}' TAPCONS.(25001UPUFT=1135 �a ON MASONRY: MSTAM24 w/(9}0.148' z 3' NAILS & • ••• (5}}'z2}"TAPCONS (UPLIFT=1375) C •• •• �% X <1- 01 CO - d tY �1_ �� TO POST: SIMP. HTS20 OR LSTAI8 (UPLIFT=1235) TO BEAM: HU410 w/(I8)-o16Tx 3}' NAILS 8 B2X10 (2)2x10I2 SVP WITH 12' FLITCH (10)-0.148'x 3' NAILS. (3250JUPUFT=1795) TO MASONRY: SIMP. HU410OR HUC410w/ ` '! �.= N m ,. •, O S w • ' • '" O PLATE (10)-0.148"X 3" NAILS & (14)-}" X 2}" TAPCONS. Iy • _ (35WIUPLIFT=1800) ON MASONRY: MSTAM24 w/(9)-0.148' x 3" NAILS & • •• • J = (5}}" X 2}' TAPCONS (UPLIFT= 1375) ` • O • Q • TO POST: SIMP.HTS20ORLSTAIS(UPLIFT=1235) TO BEAM: HU410 w/(18)-0.16Tx 3}' NAILS & 0} M1 0.148513-NAILS.(325PUFT=1795) U - '{ v'• A `•• • O (2)2x12 #2 SYP (1 TO MASONRY: SIMP. HU410 OR HUC410 w1 �� `�` BW2 WITH 12" FLITCH PLATE (10)-0.148'x 3' NAILS & (14} }" x 2}" TAPCONS. 1 (35001UPLIFT=1800) ON MASONRY: MSTAM24 w/(9)-0.148' x 3" NAILS & -^(5}}" x 2},TAPCONS(UPLIFT ^1375) -M- p 0 F TO BEAM: HU410 w/(18)-0.16TX 3}" NAILS & m O (10)-OA48- 1 3' NAILS. (32SWUPLIFT=1795) p i '3.5x11.25 (2)1'75St112S TO MASONRY: SIMP. HU410 OR HUC410./ 0 w LVL (10}0.148513' NAILS & (14} }" x 2} TAPCONS. w (3500/UPLIFT=1800) ON MASONRY: MSTAM24 WAg)-0.148" x 3" NAILS & F IS)- k X 2}" TAPCONS (UPLIFT = 1375) O TO POST: SIMP. HIS. OR LSTA18 (UPLIFT=1235) TO BEAM: HU410 w/(18)-0.162"x 3}" NAILS & p r Z (10)_0148"x 3" NAILS. (3250A1PLIFT=1795) > I O 3.Sx11.875 (2)1.75 i 87S LVL TO MASONRY: SIMP. HU410 OR HUC410 w/ (10)-0.148"x3"NAILS&(14)-}'X2}"TAPCONS. K o F (3500/UPLIFT=18W) rc ON MASONRY: MSTAM24 wA9}0.148' z X NAILS 8 I U (5). }' x 2}' TAPCONS (UPLIFT = 1375) = (n W ( ) SI 1 ( LI =24 ) TO BEAM' 91MP. HU410 w/(18}0.182513}' 8 t u (10}0.148- x 3- NAILS. (325MPLIFT=1795) TO MASONRY: SIMP. HU410 OR HUC410 w/ `$ p B3.5x16 (2)1.75"x1S-LVL (10)-0.148'x3'NAILS&(14}}"X2}"TAPCONS. (3500/UPUFT=1800) '4 D 0 ON MASONRY: (2) MSTAM24 WR9)-0.148-x X NAILS & O (5}}' x 2}" TAPCONS EACH STRAP (UPLIFT=2750) O O a 'NAIL BEAM TOGETHER USING (4) ROWS OF 0.148' X 3 kNAILS gh 6" O.C. EACH SIDE p < W TO POST '(2)SIMP. HTAM24 LSTA18(UPLIFT ILS& �o w Z ON MASONRY: (2) MSTAM24 wf(9}0.14813' NAILS 8 LL va 35.2506 (3)1.7Sci6" LVL (5)-}" x 2t TAPCONS EACH STRAP(UPUFT =2750) i w U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF O F 0.148"x 31 NAILS @ 6" O.C. EACH SIDE O o m LO� U�_ u Z� TO POST: (2) SIMP. HTS20 OR LSTA18 (UPLIFT - O - O 5 P. LLI Q J B3.5x20 (2)1.75>20' LVL ON MASONRY: (2) MSTAM24 w/(8w.148'43' NAILB 8 JLS & }" 2}' TAPCONS EACH STRAP = 2750) P. rc u Z Q N (5} x (UPLIFT 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF n Z Z Z gZ y`� 0.148-x 3' NAILS E•O.C. EACH SIDE Ui j j O Uj U C� C,6 w Z v F �^ _2 0 „ F Q STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 0.148" X 3}" NAILS @ o = 17'o.c. (TVP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. T FROM h F W J lii. m TOP AND BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHERLNG 3 ROWS US WS (1 'NAILS n O c V o OF 0.148' x 6b.c. TVP. ONE SIDE MIN. FROM TOP AN BOTTOM 3} ® ( ) 7 DB O OF BEAM _ Or W Uj Q 0 w U F - 3g 2. VERIFY.1PLAN CORRECT LENGTH OF BEAM REDD. 7 BRG, EA END OR ~ W (MIN. MIN, T BRG. ON MASONRY) U O O .0 L9 j W Z O z 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. r w = 1. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT w WRITTEN APPROVAL FROM THE E.O.R. U Z 5. BEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS � O) 6. SIMPSON HTS20 MAY BE SUBSTITUTED WITH SIMPSON MTS20-REV p C6D N m i C ow w $� r O c i 0 Z z Z h N J F M O p u 0 o W J Wg X w - xaz W NO w m F O C9 F haM X w ��O o 0 H to oaG � • 2 Z O w sTRUGTORAI FNG: TH p o DRAFTING: VI h w O Z STRUCT: DP DC CHECK: CC U � 7 U JDB No. STAR-17149 � w NOTES & _ = SCALE: AS INDICATED MTE: 09/08?3 CONNECTOR LEGEND w= 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. i T i 1386-00 1387-KR I 1386M 1387-AR 1 138" 1386LR 1 1387-6 13WN BUILDING KEY 1 1 I i I ?4u ii I 1 I Fly 1 1 i 1386-OR LOT 107 1387-KR LOT 108 1386-M LOT 109 1386-AR LOT 110 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND IOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 8'V' 214 SYP 02 01S- O.C. MAX 2.4 SYP #2 ® 16- O.C. MAX 9'4' 2x4 SYP 02 @ Is- O.C. MAX 2x4 SYP M2 • 12' O.C. MAX 91-r 2.4 SYP N2 012- O.C. MAX 2x4 SYP k2 ® 12- O.C. MAX 101401 2,41 SYP 11 ® 12' O.C. MAX 2x4 SYP i1 ® S' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE ENDZONE B'd 2x4 SYP 02 ® 16- O.C. MAX 2x4 SYP M2 a 16' O.C. MAX 91-0' 2x4 SYP N2®16'O.C. MAX 2x4 SYP 020 Is-O.C. MAX 9'1' 2x4 SYP k2 16' O.C. MAX 2x4 SYP Y2 0 Is- O.C. MAX 10'17 1 2x4SYPf2@12'O.C.MAX 2x4 SYP Y2@12'O.C. MAX j 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 WFIOIS04 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 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF N2 ® 16' O.C. MAX U.N.O. ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW I DOOR OPENINGS Q 2NO FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW 2-STORY FRAMING - WS02ISD3 OPENING SITTING ON WOOD BEAM - V S46/SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL W509/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 WF10dSD4ATALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILEDONTHEFRAMING 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' T.O.W. 1 ST FLOOR INTERIOR/EXTERIOR BEARING WALL = 6'-1' T.O.W. 2ND FLOOR INTERIORIEXTERIOR BEARING WALL =ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHONM DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES SECOND FLOOR FRAMING PLAN •••••w•••••• • LIJ U O 0% W 1 �w �c • Q e Nkk SIRULT: DP OC CHECK: CC O w JOB No. STAR-17149 t S—E: AS INDICATED wpgTE: 09A)S 3 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. EXTERIOR FRAME WALL SCHEDULE (STARLIGHT) MEE, 13861OR 1387-KR 138" 1387-AR 138" 138E-LR 1387-8 1386-N BUILDING KEY 1386-K LOT 111 1386-LR LOT 112 1386-B LOT 113 1386-N LOT 114 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 814r 2X4 SYP i2 @ 18' O.C. MAX 2a4 SYP 02 @ 1S- O.C. MAX 9-(r 2t4 SYP 02 ® 16' 0C MAX 2.4 SYP 92 ® 12- O.C. MAX 914" 2.4 SYP n ® 12' O.C. MAX 20 SYP #2 Q 12' O.C. MAX 101V' 2a4 SYP i1 Q 12- O.C. MAX 2.4 SYP it ® S' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 81-0' 2.4 SYP J2 @ 16' O.C. MAX 2x4 SYP •2 @ IS- D.C. MAX 94r 2.4 SYP 92 Q 16" O.C. MAX a4 SYP Y2 @ 16" O.C. MAX 91d' 2.4 SYP i2 ® 16" O.C. MAX 2.4 SYP #2 ® 16" O.C. MAX 2z4 SYP 02 Q 12- O.C. MAX 2.4 SYP t2 012' O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN SFT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR V 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*D4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN, 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF i2 @ 16" O.C. MAX U.N.O. ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW / DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - WS02(SD3 OPENING SITTING ON WOOD BEAM - W54MD4 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 WFi O/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 REM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND = V-1" T.O W. 1 ST FLOOR INTERIOR/EXTERIOR BEARING WALL = 8'-1" T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL =ALIGN WITH COLUMN ABOVE IF THE TRUSS LAYOUT DOES NOT BUILDER NOTE: MATCH OTMAATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES SECOND FLOOR FRAMING PLAN 1/a^=V-0„ `111111,1✓1111 LA- Z Oa LL 0U Z Z O U 'W^ ILL.V/ S sTRucr: DP K QC CHEp(: CC O w JOB No. STPR-1]149 r —LE: AS INDICATED S5.4 z° COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SYP#2 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WAIL SEGMENT (DIMENSIONED THIS DETAIL}SHALL BE I STALLED CONTINUOUS 8 FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. PORTAL FRAME SHEAR WALL (2)-2x TOP PLATE PER PLAN. Y-0" NAIL SHEATHING WY (2} ROWS 0.131' x 2-12' NAILS & T O.C. SHEATHING TO HEADER W/ 0.131" x 2-12' NAILS AT 3' O.C. HORIZONTALLY & VERTICALLY I AT PORTAL FRAME. 3-12" x 11_1/4" HEADER PER PLAN. EXTERIORSHEATHINGB NAILING PER DETAIL 11170/SD4. ELEVATION•'•' AND 7-' I AD77x4797PW£5TMMNDER 2ND I i MIN (3)2x JACK & (I)-2x KING STUD FLOOR JAMB COLUMNS. INTERSECTION. WALL I ; (3}2x JACK STUDS (GARAGE OPENING) MIN. 7116" STRUCTURAL 1 I 1 SHEATHING. OR 1SW EXPOSURE 1 SHEATHING, ( I I KING(STVD.3 4JNAILED PER STIDARD I 1 CONTINUOUS FROM BOTTOM HEADER NOTES- I PLATE TO MID -HEIGHT OF FLOORS STEM. NAIL ALL EDGES TO STUDS OR COLUMNS W/0.131"x2-12" NAILS 03' O.C. (2)-2x BOTTOM PLATE. NAIL TO & 3" O.C. IN THE FIELD. SHEATHING W/ (2) ROWS 0.148" x 3" NAILS 0 3' O.C. (22x BOTTOM PLATE. NAIL TO •l " SHEATH, SHEATHING W/ 2 ROWS 0.148'x 3" ' NAILS 3"O.C. FOUNDATION PER PLAN. EXTERIOR ELEVATION GARAGE PORTAL FRAME 1?=1'4Y (2)-CS20 STRAP W/ 0.148" x T NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN. B'END LENGTHS. (2}2x BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN —� THIS DETAIL FOR CLARITY. 3.5' x 11.25 HEADER PER PLAN. (2)-LSTA18 OR (2)-CS20 STRAP YW 0.148" x 3' — C9 NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. 9" END LENGTH OVER Z JACK STUD. (2}2x BLOCKING BETWEEN STRAPS Z AND HEADER a (GARAGE OPENING) O HTT4 BASE CONNECTORS W/(18) 0.162' x 2-1,2' - } NAILS & SR' THREADED ROD W/ MIN. 12' EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-1/4"EDGE Z DISTANCE FROM FACE OF CMU w SIMPSON D(T(T2Z W/ (8} 1/4' x 2-12' SDS SCREWSr XY ANC OR. ANCHOR S AL"'HAVE MIN. T EMBEDMENT Z l BELOW LOWEST GARAGE OR PORCH SLAB W/ SIMPSON SET-XP EPDXY. r FOUNDATION PER PLAN 4. (1)ANCHOR BOLT CENTER OF SHEAR WALL TO FOUNDATION PER DETAIL VW07A ON NOTES & CONNECTOR LEGEND SHEET. INTERIOR ELEVATION OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND 2x OR (2)-2x BLOCKING PER SCHEDULE AT ALL PANEL EDGES ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF F AND SPLICES. (3} 0.131"X 3" TOE -NAILS @ EACH END. NAIL A SINGLE OPENING LARGER THAN 16" WIDE x 48' TALL IS REQUIRED, OR IF PANELS TO BLOCKING WITH EDGE AIL SPACING. THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS 8 SO. FT. (2)-2X TOP PLATE, iil>>i 1�\ > I�I�Z\-l\-\-l\-�\\ o I I'I,II 1Nit,%1xv,W SHEATHING ABOVE AND I FRAMING PLAN � I I I I2. SYP02ON t 1 1' I I `' I FRAMING 111 i� II I TYPICAL INTERIOR SHEAR WALL 3/4'=1'd" 3T ANCHOR AT 4" TO ROM ENDS OF WALL ROM PLATE SPLICES, OR HOLD-DOWNS. WALL FRAMING& FLOOR SHEATHINGS FLOOR-TO-FLOO NAILING PER PLAN. CONNECTIONS PER PLAN. (2}2X8 SYP#2 JOIST. AIL 16' TALL 2x4 SYP#2 VERTICAL tt PLIES TOGETHER W/ (3) FASTEN FLOOR NAIL TO O.S.8. RIM BOARD W/ t 0.148' x 3" NAILS B' O.C. SHEATHING TO TOPNAILS ROWS 3" AILS Q 8 T FROM EA. END. PLATE OF SHEAR WALL 3- NAILS 3' O.C. (10 AILS TOTAL). NAILS @ 4" O.C. _ 2x4 SYP#2 BLOCKING @ 31C SHEATHING 24" O.C. W/ (2) 0.148" x 3" TOE -NAILS EA. END. 1-1 /8' O.S.B. RIM BOARD UC2&W/ (10}0.182-x3-12-PLAN FLOOR SYSTEM PER 2-HOUR AREA SEPAATON TO CARRYING MEMBER & (41-ASSEMBLY PER PARTY 3' AILS TO (2}2x8 JOIST. WALL DETAILS.SHEAR I AT HANGER LOCATIONS, INSTPLAN, WALL PER MIN.12"LONGBACKERBLOCKFAME BALLOON FACES OF IJOIST PER JSHEATHING.SPECIfMANUFACATION5CTUR TO FLOORBOTH 3WRITTEN WALL FRAMING8FLOOR-TO-FLOOR CONNECTIONS PER PLAN. - -(J-PLAN. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. 3/4"=1'47 FLOOR FRAMING AT STAIRCASE I REFER TO DETAIL WF07/SD8 FOR CONSTRUCTION REQUIREMENTS. SHEAR WALL END COLUMNS AS INDICATED PER FRAMING PLAN. OPENINGS SHALL BE LOCATED AWAY FROM THE END OF THE WALL AT LEAST 113 OF THE WALL HEIGHT. - MID SPAN WALL BLOCKING U.N.O. ON FRAMING PLAN - STRUCTURALSHEATHING PER SCHEDULE - END OF WALLANCHORS PER FRAMING PLAN. NOT USED COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 101111111/llA / V 's Ol o 1�� a 1p rJ xn �•� � O Q. w e e J Z u w C ON J Elm O O m 5 Q Z - w X}o f9 z <w MLU0 o a r~A 40 1- • Z o sTRucnma.END: n+ y aufnND 0 Z smucr: DP y CC CHECK: CC w JOB No. Z SCALE: STAR-17149 AS INDICATED O S6 — GARAGE BUCK DETAIL j DORMER FRAMING DETAIL SIMPSON ... DIAGONAL TO BEAM 2.6.12 CENTER BUCK 3/8" DIA. ANCHOR CENTERED END VIEW w/CMU 2x6 P.T. BUCK EACH SIDE OF OPENING HEADER (SEEP (5)100x5' LAG BOLT AT EA. DOOR BUCK, E0. SIDE OF DOOR. 7/16' O.S.B. EA. SIDE PROVIDE 7 x 3/16" THICK WASHER W/ EA ANCHOR. (trt BOLT TO 2. BLK'G. TO O.S.B. W/ BE 8" MAX. ABV. CURB, REST EQ. SPACED -24" O.C.) END VIEW (2) 0.131" z 2-12' NAILS EACH END w/ WOOD VFO ARCH WINDOW FRAMING DETAILS O2x STUDS @ 16" O.C. FOR KNEE WALL F OLSTA18 @ 37O C STUD TO ROOF FRAMING BELOW, SLIT ROOF SHEATHING FOR STRAP / OC CONT. ROOF SHEATHING NAIL PER PLAN 2x4 BLOCKING w1(2) 0.167 x 312" NAILS EACH OPROVIDE 0 END TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE ROOF FRAMING BELOW AND CONNECT W SIMPSON HTS20 @ 37 O.C. ROOF FRAMING TRUSS PER PLAN BELOW A J XO O2, F PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CF01SD3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLIER B O DOUBLE TOP PLATE H O SIMPSON H3 OR H6 @ EA. END OF TRUSS OR RAFTER ^ COMMON USS PER PLAN OR CONV, ER PLA LAN ^V O TRUCT ARCMETHING PER AND ROOF 7/ STRUCTURAL V ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" COX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT W NDOW OPENING IF REDD NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGA10@32'OC SIMPSON HGA70@ 37 W/ (4)1W X 3" SDS TO TOP O.C. W/ (4) 1/4N 3" SDS PLATES 8 (4) 1/4"x 1-12" TO TOP PLATES & (4) SDS TO TRUSS 1/4"x 1-12" SDS TO TRUST SHEATHING NOT REDD SHEATHING NOT REO'D TO BE CONT. @ THE TO BE CONT. @ THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE 2z TOP PLATE FASTEN SIDE WALL BEAM PER PLAN SHEATHING PER PLAN. EXT. SHEATHING; SIMPSON H10A ATTACH PER PLAN DIAGONAL TO TOP PLATE BEAM CONNECTION FRAME WALL CONNECTION GABLE END TRUSS PER PLAN. TYP. REQ'D GABLE END"L'AND/OR'T' BRACING STRONG BACK PER GABLE WHERE O.H>T. END BRACING CHART REFER TO GE31SD2 2x4 SYP #2 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFY WHICH @CK O.C.MIN BAYS 9' MAX. PLYWOOD CONDITION DI REQUIRED, CONTACT FOR FOR ADDITIONAL INFO AS REQ'D GABLE D BACK FROM GABLE END (MIN. 46') CO.H.o'M' 'II A23 DIAGONAL TO TRUSS BOTTOM CHORD. REFER TO GE02 FOR REO'D PLYWOOD BRACING TYP. SHEATHING 8 2.4 SYP #2 BOTTOM NAILING PER CHORD BRACING @ 16" r PLAN SHALL O.C. FOR FALSE BEAM w RUN CONT. ATTACHMENT VW (3) y ACROSS GABLE 0.146'k 3" TOE -NAILS TO BOTTOM OF EA. END MIN. (2) FALSE BEAM. TRUSS BAYS BACK ATTACHED PER FROM GABLE END NAILING (MIN. 48") SCHEDULE 2. TOP PLATE TO MIN. 2z4 SYP #2 GABLE END W1 Q148"x STUDS @ 16" 3-1/4' NAILS @6' O.C. O.C.: SINGL 2z4SYP #2 FRAMINGFORFALSE BOTTOM' TOPE BEAM @ 16' O.C., IF REDD W/ (4) PLATE W/ (3) 0.148"x 3" NAILS @ EA. TRUSS 0A 48"x 3' NAILS BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2x4 SYP #2 HORIZONTAL PER PLAN BLOCKING @ Is-O.C. W/ (3) IF REQ'D 2x4 #2 SYP 0.148'x 3' NAILS EACH END BLOCKING BETWEEN CMU WALL CONNECTION STUD CLEAR SPAN CONNECTION FRAME DOWNF IS A SINGLE 1, ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WIDE -fE GABLE END @ FLAT CEILING CONNECTIONS RAMING DETAILS FOR 1DDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 0.167 x 3-12" 'OE -NAILS EACH END 3) 0.162" x 3.12"NAILS TYP.) 'x4 SPF CONT. (LOCKING ATTACH TO '/16" OSB W/(2) 1.131" x 2-12" NAILS 716" OSB EACH SIDE, W0.113"x7NAILS@ S. O C. TO SIDE & TOP IAILER x BUCKS, ///--- 2.4 BLOCKS, (2) 0.162x 3-12" NAILS @ EA END. NOTE: ALL GABLE / BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. BRACING IS TO BE / FASTEN ROOF SHEATHING TO BLOCKS W/ SYP#2 OR BETTER 0.131"x2-12" NAILS 6"O.C.(4) BAYS MIN(1) BAY AFTER BRACE IS REQ'D) 0.148"x 3" - LS DIAGONAL )VIDE 2x4 BRACE EA. ADJ. DIAG. iTEN TO DIAG. !) 0.162'x 3-12' 24 SYP #2 - LS. DIAGONAL BRACING, SPACED @ 48" O.C. BEGINNING 6'-0" FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 3'-3" NO BRACE REQUIRED T-3"<HA 4'-10' (1)2x4 L-BRACE 4'-10' < Hf 6'-8- (2) 2x4 L-BRACE (SEE SECTION A -A) 6'-e-<H317G STRONGBACK B DIAGONAL BRACE @ MID -HEIGHT 12'- < H�'-0' STRONGBACK & (2) DIAGONAL BRACES @ iS AND 2G HEIGHT 2.4 L-BRACE IF REOD SEE CHART. 0.148x 3" NAILS @6"O.C. GABLE VERTICAL #.- 2ND 2x4 L-BRACE IF REQD, SEE CHART A -A GABLE VERTICAL L-BRACING EO GABLE END BRACING (140D Or 150C) SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES ' FRAME OUT TO BLOCK EDGE AS REQD LAST STUD OF i I LAST STUD OF KNEE WALL I $' KNEE WALL JOINING UP I JOINING UP TO MAIN MOUSE TO MAIN HOUSE WALLS SHALL BE ATTACHED TO (2) 2. TOP PLATE WALLS SHALL BE MIN. (2) 2, FULL HEIGHT WALL I ATTACHED TO MIN. STUDS W/2" (2)0.7S7 x 3-1I (2) 2. FULL HEIGHT NAILS @ 170.C. I WALL STUDS W/ I (2) 0.162' x 3-12' NAILS I MIN. 2z4 SPF #2 KNEE WALL (2) 2.#2 SYP SEE PLAN @ 12' O.C. WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE I 2x4 SPF #2 KNEE WALL I STRUCTURAL SHEATHING '( WITH STUDS @ 16' ON BOTH SIDES FROM TOP I BUILDER FRAME O.C. URAL OF WALL TO BOTTOM OF RADIUS AS REQ'D THING ON BOTH SHEATHING ON BOTH BEAM. ATTACHED PER I SIDES FROM TOP OF I NAILING SCHEDULE I WALL TOBOTTOMOF I OTHERWSE SP2 CLIPS BEAM. ATTACHED PER EACH STUD TO DOUBLE TOP NAILING SCHEDULE -- ^. ---1 PLATE AND SP7 CLIPS EACH STUD TO BOTTOM PLATE 2x STUDS AS REQ'D @ 16" GTE' OR LVL. AT GARAGE, O.C. w/ (3) 0148" x 3-1W HEADER OR LVL EDD SHEATHING PER PLAN TOENAILS TOP 8 TO BE FULL LENGTH OF TYP. TRUSS TO FRAME BOTTOM GARAGE CONNECTION PER STD. CONNECTOR NOTE: IF PANEL SPLICE MIN (4) 2x SPF #2 STUDS NOTES IS NEEDED IT SMALL 0 CURWITHIN2COF EA. END w/(2)SIMPSON FRAME OUT TO BLOCK MID -HEIGHT. BLOCKING LSTA30 ON OPPOSITE EDGE AS REDD IS NOT REQUIRED II SIDE OF SHEATHING w/ (22)0.148" x 3" NAILS EA. (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (2) 2x PLATE BUILDER FRAME RADIUS AS REO'D ME04 KNEEWALL AT DOWNSET BEAM KNEEWALL AT UPSET BEAM 3/4"=1'47' ( 3/4'=1'-0" 0.131 "x 2-12" NAILS @ 4" O.C. CONV. FRAME OR 0.131'x 2-12' NAILS @ 4" O.C. VALLEY TRUSSES PER PLAN VALLEY TRUSS CONY. FRAME VALLEY TRUSSES M I III III PER PLAN i GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHEDULE (2) 0.162'x 3-12" NAILS TO EA. COMMON TRUSS SIMPSON LTA2 @ 4'-0' O.C. GABLE TRUSS TO MASONRY OR MAIN SPAN ROOF SIMPSON HGA10 @ 3T TRUSS O.C. FRAME WALLS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRYWALL SHOWN, SEE PLAN CONNECTON TO WALL FOR WOOD OR MASONRY EO GABLE END AT VALLEY FRAMING CONN. (W 9' MAX PLYOOD CANT. O.H. SEE ELEV. FOR O.H. SIZE r WHERE O.H>9". / REFER TO GE31SD2 \ 12 12 24 SYP #2 DIAGONAL BRACING @ 48' O.C. MAX. AS REQUIRED PER GABLE BRACING 12 �12 MAX. \ \ CHART GABLE BRACING (+) SEE CHART MID HEIGHT OR 1/3RD HEIGHT STRONG BACK AS REQ'D PER GABLE BRACING A CHART U A., GABLE END z SHEATHING 05 '. FASTEN PER m PLAN. SEE GABLE CONNECTION DETAIL FOR REO'D CONNECTIONS 2.4 ATTACHED TO EA. GABLE 2.4 BRACE WITH (2) 0.148' x 3' NAILS (1)A23 FROM - STRONGBACKTO DIAGONAL BRACING 2X6 0.148"x 3" NAILS @ a- O.C. STRONGBACK DETAIL EXT. SHEATHING; ATTACH PER NAILING SCHEDULE CONT. PLYWOOD ROOF SHEATHING PER NAILING SCHEDULE OR OPT. 214 BLOCKING PERP. TO EA. VALLEY TRUSS NAILED TO TRUSS BELOW @ 24' O.C. W112)0.162x3-1rr ' NAILS TYP. ATTACH TRUSS TO TRUSS BELOW USING (3) 0.162"X 3-12" NAILS 2. BLOCKING W/(3) 0.148"X 3IW TOE -NAILED @ EA END CONNECTON TO TRUSS & TRUSS) 3/4"=7'-0" HTT4 W/ 5/8' ALL THREAD ROD, 7' MIN. EMBED AND MIN. 1.75" EDGE DISTANCE USING SIMPSON SET EPDXY OR EQUIV. ATTACH TO COLUMN USING 08) 0.162'x21/2"NAILS I SEE PU NO PER PLAN; SEEEE MFI MF10S3 FOR CORNER BARS PORTAL FRAMING DETAIL WALL SHEATHING PER WF10/SD3 WA.131" x2-12" NAILS @ 3' O.C. IN ALL FRAMING (STUDS, BLOCKING, TOP PLATE, BOTTOM PLATE) -TYPICAL 2x SYP #2 PT SILL PLATE; IF OVERALL DIM ALLOWS ATTACH w/ J-BOLTS/ EPDXY ANCHORS @ 37 O.0 PER BRG WALL SCHED. NO BOLTS wAn 12"' OF BASE CONNECTION `< RECESS FORZ PAVERS @ GARAGE PLYWOOD CRICKET m 0 O F O O 2' RAKE W/ FLASHING a DOWN TO ROOF BELOW 8 FACIA OVER TOP T 12) LAYERS OF 1'THICK GYP, SHAFT LINER PANELS, UP TO Q MAIN SPAN UNDER SIDE OF SHEATHING T ROOF TRUSS UPLIFT CONNECTOR NOS DIN. UNDER FACIA IN (SEE SCHEDULE) THIS AREA, JUST EXPOSED FLASHING MASONRY WALL M SHOWN, SEE PLAN 0 FOR WOOD OR O MASONRY SO m CRICKET DETAIL � 2x4 BLOCKS, 0.131'x T NAILS @ EA. END. BLOCK ADJ. BAYS @ SHEATHING PER PLAN EA.DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS 9' MAX. PLYWOOD CANT. OVER HANG w/0.137'x 2-72" NAILS SEE ELEVATION FOR OVER HANG SIZE @ fi" O.C. REFERETO GE31SD2 CONT.2z4 (5) 0.131"x 3' NAILS NAILS BRACE TO BLOCKING H GABLE END PROVIDE 2z4 BRACE O SHEATHING FASTEN TO EA. ADJ. DIAG. PER PLAN FASTEN TO DIAG.w/(2) x 0.131'3" NAILS. SPLICE A$ READ GABLE "L' BRACING, SIMPSON H10A DIAG. SEE CHART FROM TO BLOCKING DETAIL GE02 GABLE BRACING AT RIDGE AND @ 48" O.C. MAX. 45' FROM TRUSS PER PLAN HORIZONTAL (+/-10'). NO DIAGONAL BRACE TYPICAL TRUSS TO IS REQUIRED FROM FRAME CONNECTION. THE TRUSS HEEL TO SEE STANDARD THE HIP JACK GIRDER CONNECTOR NOTES INTERSECTION. WALL PER PLAN (FRAME WALL SHOWN; MAY ALSO BE PROVIDEBLOCKING FOR NAILING MASONRY) PROVIDE BLOCKING BETWEEN TRUSS BAYS 2.4 SYP#2 BLOCKING @ 48- O.C. FOR FIRST 3 BETWEEN TRUSSES BAYS w/(2) 0.162'x 3-12" TOENAILS EA, END EO GABLE END @ FLAT CEILING W1 BOSTON HIP 3/4"=7'-0" I � 3/4'=1'4Y I \_� 3/4'=1'-0' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. :t1111i1i/!! V Q 00 D � N m LLI = o • J • a J A. Tm 8 6 Z W 0 w s= Na W m� W Z W ct W W Z ago W W 2 (n go 001 C r Z O Elf.. LUm OJ =az -=a0 O- �L- W W 0 y�z i rc OC CHECK: CC 0 w JOB No. STAR-17149 t SCALE: AS INDICATED w DAIE: O9AXY13 =1 SD 1 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'4* LONG. TYP. TOP SPLICE @ DOUBLE 2X4 TOP PLATE SIMPSON OTC, (2) gTTgCH 2xd STUDS TO TOP 0.131' x 2-12" NAILS PLATE W/ (310.148"x 3-114` ' INTO BLOCKING, (4) TOENAILS TYPICAL AT ALL 0.1OP31' .2-1 2' NAILS TO TRUSS PER PLAN PLATE T LOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD PIPE OR DUCT IV (2)0.148"x T NAILS @3"O.C. PENETRATION OF MORE WITHIN 48" OF SPLICE THEN THAN 50% OF TOP (2) ROWS 0.148"x T NAILS @ PLATE WIDTH INSTALL 8" O.C.OTHERWSE SIMPSON PSPNSISZ W/ (12) 0.162"x 312" NAILS TYP. TOP 8 DOT. ATTACH 2.4 STUDS (2) 0.148'xT NAILS T TO TOP PLATE WF -/r WITHIN 48" OF (3) 0.14B1t 3714' SPLICE THEN 12) ROWS TOENAILS TYPICAL 0.148'x 3' NAILS @ 9- AT ALL LOCATIONS O.C. OTHERWASE 2X4 WALL BEYOND -� AGAINST 2zS STUDS ss, ATTACHED PER MiN (WFOBSD2) ATTACH 2xB STUDS TO TOP PLATE W/ (4) 0.148Y 31/4' TOE -NAILS TYPICAL AT ALL LOCATION SVP92BLOCKING, 0 TYPICAL TOP PLATE SPLICE @ BRIG. WALL @ 24' O.C. WI (2) 0.148' 3/4-1V X 3-1/4' END NAILS @ EACH END. SEE ROOF SHEATHING, WALL SHEATHING PER PLAN NAIL PER PLAN PLAN DOUBLE TOP PLATE 2x WALL, SEE PLAN EEC a N SP4 OR SP2 EACH STUD STD CONDITION @ FRAME WALL (4) 0.14W x T NAILS PRE -ENGINEER ROOF TRUSS - SEE @ EA BLOCKING TO FRAMING PLAN FOR PLATE SPACING EXTERIOR SHEATHING TRUSS PER PLAN TRUSS PER PLAN SEE PLAN FOR NAIL PER PLAN (2) 0.148' x T NAILS CONNECTION TO BOTTOM CHORD 2. BRG WALL, SEE *EACH END OF PLAN FOR STUD SIZE 8 BLOCKING SPACING. MIN (2) 2x 2X4 SYP A2 FLAT UNDER GIRDER TRUSS (2) 0.148' z T NAILS TO BLOCKING, @ 24" O.C. U.N.O. BOTTOM CHORD W/ (2) 0.148' x 31/4" END @EACH END OF NAILS @ EACH END. 2X BLOCKING BLOCKING SIMPSON LSTA24 EACH WALL SHEATHING PER PLAN STUD 2X WALL, SEE PLAN 2X BRG WALL, SEE PLAN FOR STUD SIZE 8 PRE-ENG. ROOF TRUSS PER PLAN SPACING. MIN (2) 2( ALT. BLOCKING @ FRAME CONDITION GIRDER TRUSS SEE PLAN FO U.NDOO�. CONNECTIONR WALL CLIP DETAIL (150MPH EXP.CMAX) / T�' SECTIONS DOUBLE BEARING 3/4"=I'-0" 3/4'=1'-0' 2X CRIPPLES @ IT O C. W/SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE ' WHEN STUD LENGTH IS <12'USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE 8 NAILED TO HEADER EA. SIDE W/ III) 0.148".3 NNLS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.148' z 31/4' NAILS STAGGERED @ 17 OC EA. FACE OR (3) ROWS 0.148' z 3-1/4" NAILS STAGGERED @ 1Z' O.C. FOR 2XIO OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REDID. IF WJ SHEATHING CANT BE INSTALLED PER WF70/SD4) FILLING AND S W NG AS REDID W/ (2) ROWS OF OA48'X 31/4"@Is- 0 C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WFOB/ BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES 8 CONNECTORLEGEND SHEET DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2x4 ON TOP WALL OR PRE - ASSEMBLED WALL OF 2xe TO PAD OUT TOP PANEL W/ (2) 0.14Tx 3' PLATE. ATTACH WI (2) NAILS @ 8" O.C. 0.14Wx 3" NAILS T O.C. (FOLLOW NAILING (SOLID SLOCKWP 2x6 ) REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) oB,M /N TOP SPLICE - DOUBLE2X8TOP PLATE TOP PLATE TRANSITION (2X4 TO2X8 WALLS) 0,131' x 2-117 NAILS @ T O.C. 9' MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO GE315D2 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO GE02 FOR GABLE WEB BRACING INFORMATION SEE GE02 SDI VALLEY TRUSSES BEHIND FOR BLOCK GABLE (IF PRESENT), SHALL INFORMATION BE CONNECTED TO COMMON ROOF TRUSSES PER TRUSS SUPPLIER'S SPECIFICATIONS. VALLEY GABLE TRUSS PER PUN. GABLE SHEATHINGS NAILING PER PLAN. 2x6 SYPA2 PLATE BEHIND VALLEY GABLE TRUSS. TO EA. COMMON ROOF TRUSS W/ (2) 0.162' x 3-12` NAILS @ SYP COMMON 24' O.C. MAX. ROOF TRUSSES ATTACH VALLEY GABLE PER PUN. TRUSS TO EA. TRUSS BELOW ROOF SHEATHING 8 NAILING W/ (3) 0.167 x 3.1rrNAILS PER PUN. 2x BLOCKING W/ (3) 0.148' X 1111 TOENAILS EA. END VALLEY GABLE CONNECTION - 150C MAX. I'=r47' ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SYP12 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WALL SEGMENT THIS INSTA E(DIMENSIONED DETAIL SHALL BE ED CONTINUOUSB (2)-0520 STRAP W 0.148Y0NAILS ON INTERIOR FACE OF FREE FROM PLATE SPLICES OR DISCONTINUOUS FLOOR SYSTEM PER AI z WALL STRAP CONTINUOUS FROM COLUMN ABOVE TO JACK STUDS. MIN. 9" END LENGTHS. (2}2x BLOCKING FRAMING. PLAN, NOT SHOWN BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR THIS DETAIL FOR SYSTEM. CLARITY. PORTAL FRAME SHEAR WALL (2)-2x TOP PLATE PER PLAN. NAIL SHEATHING VW (2). ROWS LA OVERP TOP PLATE 0.131" z 2-1 IT NAILS 8 T O.C. __________ Inl(It PLATE SPLICES PERMITTED. AT CORNER DTHROUGH HEADERS NAIL BOTTOM PLATE FOR I THREADED TO EACH PLY OF BUILT SHEATHING TO HEADER W/0.131'12-12` RODS. UP COLUMN BELOW W/ NAILS AT T O.C. HORIZONTALLY 8 (2) 0.148"x T NAILS VERTICALLY AT PORTAL FRAME. 3.5"x 11.25` HEADER PER PLAN. TOP PLATE CORNER TRANSITION �r].\-(2}LSTA36OR(2}CS20STRAP Nd0.148"xT REQUIRED +�' NAILS ON INTERIOR FACE OF WALL. STRAP EACH HEADEEND WITHIN 2 CON T NUOUS FROM TOP PLATE TO JACK STUDS. SHEAR WALL MIN. 9" END LENGTH OVER JACK STUD. (2)-Dc W/ PLIES MIN (3}2z JACK 8 (1)-b KING STUD FASTENED W BLOCKING BETWEEN STRAPS AND HEADER WFO81SD2 3A K (3).2x JACK STUDS MIN. 7/16" STRUCTURAL i SHEATHING. OR 7552" EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO 3-Ia x 312' ENGINEERED W. LUMBER JACK COLUMNS. ONE Z KJOCKM OVERHANG: W TO MAX. 12': ROOF SHEATHING 74r 2'V OVER4�t;NAILS TO SUB -FASCIA OVERHANG MIDNEIGHT OF FLOOR SYSTEM. SHEATH JACK COLUMN p 8 BLOCKING @ T O.C. SIMPSON HTT4 BASE INTERIOR FACE OF WALL CONTINUOUS ON EACH SIDE CONNECTORS( FROM BOTTOM PLATE TO TOP PLATE. NAIL ALL EDGES TO STUDS OR COLUMNS W/ OF EACH m THREADED ROD. 0.162'SQ-72' NAILS 8 SW 0.131' x 2-1? NAILS @ T O.C. 8 T O.C. IN g ROOF SHEATHING 8 NAILING 1��2�4YP. THREADED ROD WV MIN, 12" THE FIELD. 0 ER STRUCTURAL COVEREMBED A2 SUB -FASCIA BELOW CURB TO A AOTES. SHEATHING SHALL E CONTINUOUS FROM END P. A2 BLOCKING @ i6' FOUNDATION USING SIMPSON GET-XP EPDXY. MIN. 2-1/4` EDGE (2) BOTTOM PLATE. NAIL TO I MIN. B` BELOW TOP OF SPIRED r F OVERHANG TO MIN. YV O.C. w/(3)-0.131"x3" DISTANCE FROM FACE OF SHEATHING W/ (2) ROWS 0.148` XT FOOTING 10 BEHIND GABLE TRUSS. ` TOENAILS EA END CONCRETE CURB NAILS @ T O.C. DROPPED ��' MAX 2.4 SYP. 82 OUTLOOKER @ 24' O GABLE TRUSS PER PLAN C. MAX. (2}DI BOTTOM PLATE. NAIL TO SHEATHING W/ (Z) ROWS 01 d8' x T • +- NAILS @ T O.C. (1) ANCHOR BOLT CENTER OF - -.;SMEAR WALL TO FOUNDATION r PER DETAIL WF07A ON NOTES 8 - ��� O - X L - `• p DROPPED (TABLE: >iC TO MAX MA 2T QN.: •-. CONNECTOR LEGEND SHEET N E " ---•,, - -MIN'0-2X4 2z4 SYP. 12 OUTLOOKER O OC MAX. TOP OF SPREAD FOOTING C SYP#2 FULL (3) OA11' x 3" TOE -NAILS FOUNDATION PER PLAN. JJJ (BELOW GRADE) HEIGHT KING STUDS F REQUIRED EACH HEADER END W/ PLIES FASTENED OJ 314 DIAL F1554 GR 36 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. W DIA SIMPSON HIGH STRENGTH THREADED ROD MAY BE SUBSTITUTED. PROVIDE NUT 8 Tz51002" PLATE WASHER ABOVE DOUBLE PER WF061SD2. t YV OVERHANG ROOF SHEATHING 8 2x45VP. A2 SUBFASCIA NAIUNG PER STRUCTURAL (2} H25A G4BLE TRUSS TO TOP PLATE. NUTS SHALL BE SNUG TIGHTENED - 20 TURN. COUPLERS WITH WITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE w 312' x 312" ENGINEERED - COVER NOTES. SHEATHING SHALL BE OUTLOOKER. THREADED ROD UTILIZED EPDXY ANCHOR TO FOUNDATION MIN 8' BELOW TOP OF SPREAD FOOTING USING SIMPSON SET-XP EPDXY OR EQUIV. SECTION A -A LUMBER JACK COLUMNS. CONTINUOUS FROM END DROPPED TOP CHORD BUILDER ALTERNATIVELY USE A 3/4' DIA OR 55' DIA. HIGH STRENGTH ( ) ONE JACK COLUMN ON O EACH $IDE OF EACH GABLE TRUSS PER PUN CAST -IN -PUCE THREADED ROD VI3"zT0.22T PLATE WASHER SANDWACHED BETWEEN TWO HEX NUTS, MIN 8" BELOW TOP OF SPREAD FOOTING THREADED ROD. p Z4"BERNANGTOMIN. 7-0' BEHIND GABLE TRUSS. GABLE OVERHANGS UP TO 24" WW2SHEAR WALL DETAIL BETWEEN OPENINGS 1/r=rV Z w a (2) ROWS 0.148- X 31/4- NOTES: NAILS STAGGERED@ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 12'OCEA. FACE OR 2) ALL NAILS PENETRATE AT LEAST W/ OF THE THICKNESS OF THE LAST LAMINATION (3) ROWS 0.148" z 31/4" 3) FOR 5-PLY, PROVIDE 1/4'DIA. x 5-72' LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) NAILS STAGGERED @ 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN H-1/4' 2-12' EDGE 17 0.C. FOR 2X10 OR V EDGE 1.12' EDGE GREATER HEADER 0.148' x T 2 LSTA30 HEADER TO w 1-12' w E2 STUDS U.N.O. (ONLY REDID. IF WALL C' n SHEATHING CANT BE 0.148" X T NAILS INSTALLED PER WF10/SD4) 0.148'x3'OPP.SIOE DOWMFRAMETO Z I I Q I I Q I I DOOR O a If 0.748'zT NAILS 2X STUDS TYP. OPP. SIDE (2) 2x4b (2) 2dr (2) 2x8's (2) 2x COLUMN ATTACH JAMB STUDS PER WFO81 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET IT BASE PLATE STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES 8 CONNECTOR LEGEND SHEET HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS P T BASE PLATE SHOVIJ 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 8 CONNECTOR LEGEND SHEET. QUANTITY OF KING STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS BEARING WALL SHOWN ON STANDARD DETAILS. SCHEDULEFOR MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE TYPICAL HEADER DETAIL (VE) HEADER SUPPORT SCHEDULE ON NOTES 8 CONNECTOR LEGEND SHEET. JPLIFT CAPACITY @ HEADER TO STUD = 7004 12'=t'V 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REOD. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property, TYPICAL BUILT-UP STUD COLUMN DETAIL SEE GEOI FOR OUTLOOKER OR SHEATHING CANTILEVER 0.131 "x 2-12' NAILS @ 4' O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN I GABLE TRUSS EXT. SHEATHING: ATTACH PER NAILING SCHED. (2) 0.162'z 312' NAILS TO EA. COMMON TRUSS GABLE TRUSS TO TOP PLATE W/ SIMPSON HGAIO @ /B' O C. MAIN SPAN ROOFTRUSS DOUBLE TOP PLATE UPLIFT CONNECTOR PER PLAN (SEE SCHEDULE) EXTERIOR BEARING WALL PER PLAN JG a GABLE END AT VALLEY FRAMING CONN. TO WALL / 3/4'_7 V If MHONNTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LI OUTSIDE 'a EDGE DISTANCE 2 () 2z1PER DETAIL 014TZT NAILS w O � y W -I- O _ O � z Z � U Q A 6 a o y I a w O O U T NAILS OPP. � a I DPP. SIDE 4 DISTANCE PER DETAIL INSIDE PLY KALB NAILED AT V OIC STAGGERED. OUTSIDE NAILS NAIL® AT S or- OUTSIDE 2x'S (3+) 2x COLUMN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. LEDGER OR TRUSS CHORDS. NAIL TO WALL FRAMING MEMBERS W/(2) 0.148N 3-1/4' NAILS @ 24' O.C. MAX. IF MASONRY USE (2)1/4-TAPCONS OR EQUAL @ 24' O.C. W/ MIN. 1-1 W EMBEDMENT. MAINTAIN 4' END DISTANCE 81' EDGE DISTANCE TRUSS OR ROOF RAFTER WOOD/MASONRY WALL OR TRUSS, SEE PLAN LEDGER @ LOW ROOF 3/4'=7'V .C. Any use, duplication, or transfer of these documents without the (2) 2z BUILT-UP COL. 2X BLOCKING W/ (2) OAM'k3IA' NAILS @ EACH END - SIMPSON LSTA30 W/ - (22) 01481T NAILS (ALL CORNER ag CONDITIONS STRAP AROUND TALLER STUD) m (2) 2x TOP PLATE (2) 2X TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO ATTACH 2x TO BUILT-UP W/(2) ROWS OF 0.'.'k3" NAILS STAGGERED @8'O.C. F1 STEP @ BEARING FRAME WALL 3/4"=1'-0' CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO VERTICAL BLOCKING 8 2X4 SYP k2 RIBBON. LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS RIBBONS ARE NOT NAILED TO EACH INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W/ (3) 0.131"XT NAILS. TO SPAN THE 20 SYP 42 VERTICAL PT. POST (AS NOTED) OVERHANG DISTANCE, BLOCKING, NAILED TO OR IF THE DESIGN TRUSS OVERHANG W/ EXT. AS NOTED PLANS SPECIFY (3) 0.131 NT NAILS. LAP BEAM PLYS AND NAIL ANOTHER METHOD OF ASSHOWN(5)0.14__ 1M' SUPPORT. REFER TO WBID SPEDSIM MPH: NAILS PER PLY MANUFACTURER'S BLOCKING @ EVERY HTS20 CUP FROM SPECIFICATIONS 8 OTHER TRUSS (40' O.C. POST TO BEAM DESIGN PLANS. EXTERIOR BEAM AS NOTED MULTIPLE VERTICALS 8 -M`FWG M•ID °P®rro MPH: RIBBONS REQUIRED IF W BLOCKING @ EVERY PLAN VIEW @ TOP OF POST OVERHANG EXCEEDS 24' OFY TRUSS (24O.C. MAX) PT POST (AS NOTED) CORNICE TRVSS BRG.B (AS POST BASE PER CONNECTIONS PER (AS NOTED) DESIGN PLAN SEE FOUNDATION PUN S/8' THREADED ROD d PLANS. FOR ADDITIONAL INFO x� SOFFITS 8 OVERHANGS NUT SET IN ADHESIVE PER DESIGN PLANS. -' 4ir MAX. 17 MAX. FASTEN SOFFIT TO RI V " X CORNICE, EXTERIOR SOFFIT OVERHANG WALL. AND RIBBONS LENGTH PER PLAN PER DESIGN PLANS OR MANUFACTURERS WRITTEN SIDE VIEW @-BASE OF POST SPECIFICATIONS. tt L1 CORNER COLUMN FRAMING t16F0 SOFFIT SUPPORT FOR OVERHANGS > 12" 3/4'=1'V :xpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. f••• OR, • .01 y! '� *01 •f��. O w e I • ',f( � �19 W 2 QO •J_ • 1 � &I A:T � • l � 0 gee V/ J W W Z /W^ V OC CHECK: OC C w JOB N". STAR-17149 i SCALE: AS INDICATED DATE: 09I08.23 SD2O O1" 'Ic ROOF SHEATHING, ?+1E NOTNooSS FASTEN PER PLAN ]/ SOFFIT, ATTACHMENT, & REINFORCEMENT PER ARCHITECTURAL DESIGN PLANS. CORNICE PER 2X SCAB wl 0.148N 3' ARCHITECTURAL NAILS 0 4" O.C. DESIGN PLANS. PER -ENG TRUSSES PER PLAN TRUSS CONNECTION PER PLAN 2z FRAME WALL PER PLAN SEE E-S FOR O.M. SIZE CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG 2X6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 0.148' z 3' I NAILS 0 EACH END (TYP.) 2.6 RAFTER TO 2.8 RIDGE BOARD W/A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) I FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B q SHEATHING (THICKNESS PER Yc-•} PLAN) TO PRE-ENG TRUSS BELOW W/ 1/4'X4-12' SIMPSON SDS SCREWS 2,6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's 0 24- O.C. MAX. :FO FIELD FRAMED VALLEY DETAIL 12 PER P (2) 2. TOP PLATE (2) 2X HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN - FOR LOCATION 2z BLOCKING w/ (2) 0.148" X, /4'TOE-NAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 0.14T 3I/4. 0 24' O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING - SEE FLOOR FRAMING PLAN FOR MORE INFO I SEE PLAN FOR FLOOR I �j- SYSTEM DIRECTION l & MORE INFO FLOOR BEAM SEE -� PLAN FOR CONNECTION IF TRUSSES ARE PERP. TO WALL. INSTALL 2X4 BLOCKING W/ (2) 0.148" x 31/4" TOE-NNLS EA ENDAND(2)0.148"x3-IW NAILS TO EA. STUD. 3/4'=1'47 12"=1'd PRE ENGINEERED TRUSSES 024" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 0 SHEATHE ROOF PRIOR TO OVER FRAMING. P� J - 2X8 RIDGE BOARD - FASTEN CONY. 2X VALLEY RAFTER FRAMING (OR PRE-ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 0.131" z 2-12' NAILS) 0 EA. RAFTER TO PLATE CONN. 3M' FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN. 1-1/8' THICK 088 RIM BOARD. ATTACH TO EACH JOIST FLANGE W/ (1 } 0.131' z 2-12" NAIL. HGA10, CENTERED BETWEEN EA FLOOR JOIST, AND SPACED NO MORE THAN 24" O.C. SCREW W# (3)-1/4" z 3" SDS SCREW$ TO 2x PLATE -BLOCKING & (4}7/4' X 1-12' SOS SCREWS TO RIM BOARD. PLATEBLOCIUMO: MIN. 2.4 SYP#2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA FLOOR JOIST, NAILED TO DOUBLE TOP PLATE W/ 0.131' x 3' NAILS 0 6" O.C. & 7 FROM EA. END. IJOIST PER PLAN. (4}0.131" z 3" TOE -NAILS EA IJOIST TO DOUBLE 2z #2 SPF STUDS 016' 2x TOP PLATE. IJOISTS PER PLAN, BEARING ON O.C. w/ EXT. SHEATHING DOUBLE 2, TOP PLATE. FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER NAILING SCHEDULE _ FLOOR -TO -FLOOR CONNECTION WFIO/SD4. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REO•D FROM STUDS TO FLOOR-BLOCKINGSHALL EXTEND INTO FLOOR SYSTEM AT LEAST GIRDER BELOW 16' FROM THE EXTERIOR STUD FACE.... IF TRUSSES ARE ....OTHERWISE, ADD FLOOR43LOCKING _\ BETWEEN THE NEXT FLOOR MIST, SPACED MIN. i'<' PARALLEL TO WALL. 2x4 0 24" O.C. MAX. W TOENAILS CH 0.DS #2 SYP CONT. VW (2) OTT M TO TOP 8 BOTTOM CHORDS EA. END. EA.' 3/4" FLOOR SHEATHING PER 0.148' X 31M' NAILS AT (B- 0.131' z 242" NAILS: FLOOR FLOOR FRAMING NOTES. EACH STUD SHEATHING TO EA. PIECE OF 1 ROOF SHEATHING ATTACHED PER FLOOR -BLOCKING. ' 1 I 1 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO FLOOR-PLOCKRIM 1AIS" O.S.B. RIM BOARD OR (JOIST FLOOR -BLOCKING SPACED 0 24' O.0 MAX , MATCHING FLOOR DEPTH. NAIL - FLOOR4ILOCKING TO TOP & BOTTOM CHORD xxX\ OF JOIST W/ (2} 0.131"x 8 TOENAILS, HGA10, CENTERED BETWEEN EA. PIECE OF FLOOR -BLOCKING, AND SPACED NO MORE THAN 1) 24" O.C. SCREW WN (3).1/4" X 3' SDS SCREWS TO 2x PLATE -BLOCKING & (4)-1/4" z 1-12' SDS SCREWS TO RIM BOARD. FLOOR JOIST OR PER PUN. (4)-0.131"X 3-TOE-NAILS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 2x TOP PLATE. PLA7E4R.0CIWJ1k MIN. 2x4 SYP#2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. NAILED TO DOUBLE TOP PLATE W/ 0.131' x 3" NAILS 0 6' O.C. & 2' FROM EA. END. 2.4 SYP #2 BLOCKING 0 48" O.C. MAX. W/ (3) 0.148'k31/4' TOE -NAILS 0 EA. END. REDUCE --• "" SPACING TO 24' O.C. 0 - WALLS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC 0 EACH HORIZONTAL BLOCK LOCATION. ATTACH W# (6) 0.131 "x2lrX NAILS (MAX. }" VERTICAL GAP BETWEEN 17 LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 12' LONG 0 HORIZONTAL BLOCKING LOCATION FOR CUP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W /MIN. (4) 0.131'z 2-12' NAILS. SI��NGLE 2X TOP PLATE 'WF1LE�1K NON -BEARING WALL (2) 0.148'x3-1/4' NAILS 0 EACH STUD 2x4 STUDS 0 16' O.C. 117GYP. BOARD SIMPSON HIGAO EACH DIAGONAL BRACE CS18 EA. STUD ABOVE TO STUD BELOW W/ 11' END LENGTHS & (18)OASI z2-10NAILS 2. BOTTOM PLATE. - ATTACH TO DOUBLE TOP PLATE W/ (2) 1/4X4-12' SDS SCREWS 012' O.G., STAGGER ROWS 6" 2. BEARING WALL WITH ROOF LOAD REFER TO BEARING I WALL SCHEDULE FOR 41 STUD BASE CONNECTION & BOTTOM PLATE ANNC�CH�OOR$ OW'1N BRACING (It 2 STORY FRAME WALL ROOF SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 1r.=1'T EXTERIOR WALL SHEATHING PER DETAIL WF10/ SO4 2x BOTTOM PLATE PER PLAN. (2)-0.131"z 3" NAILS; 2z BOTTOM PLATE TO EACH JOIST (AT 2C O.C. MAX). 0A 31"z 3' NAILS 0 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 C 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"z 3" NAILS: RIM BOARD TO 2. PLATE -BLOCKING 0 6" O.C. & 7 FROM EA. END. & EA. SPLICE. DOUBLE 2z TOP PLATE PER PLAN. Vint = 150 MPH, EXP. C II MAX. IN -PLANE SHEAR: 335 PLF MAX. UPLIFT: 648 PLF I -JOISTS) 1 1rz"=ra' EXTERIOR WALL SHEATHING PER DETAIL WF10/ SD4 21 BOTTOM PLATE PER PLAN. (2H 0.131"X X NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT ZC O.C. MAX). 0.131" X 3" NAILS 0 4" O.C. & 2' FROM ENDS AND SPLICES; 2X BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. MIN, 1-1/8' THICK OSS RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (1 H 0.131"X 2-1/7 NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (ZH ROWS 0.131-X 2-12'NAILS 03" O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WFIW SD4'OR 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. 0.131' X 3" NAILS: RIM BOARD TO 2x PLATE -BLOCKING 0 S O.C. 8 2' FROM EA. END. & EA. SPLICE. DOUBLE 2, TOP PLATE PER PLAN. JASSEMBLY ALLOWABLE CAPACITIES (LDF =1 6): VOLT = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: W5 PLF MAX. UPLIFT: 648 PLF TRUSSES AT 24" O.C. TYP. NON -LOAD BEARING WALL PER SIMPSON DTC 0 Or PLAN. STUDS 0 24" D.C. ATTACH W( (6) O.C. MAX. STUD 0.131'x 2-12 NAILS SPACING TO BE (MAX. 1M- VERTICAL REDUCED DOWN TO GAP BETWEEN 17 Is-O.C. MAX.0 LONG BLOCK&TRUS! CARRYING LOCATIONS CABOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACIN, SHELVING. TO 24' O.C. FOR WALLS CARRYING HOLD TOP OF LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAVY WALL DOWN I-12' SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2z BLOCKING z 12" LO CHORD. 0 TRUSS LOCATION FOR CLIP ATTACHMEI 0 48' O.C. ATTACH T( WALL SINGLE TOP PLATE W I MIN. (4) 0.131'x 2-12' NAILS. SINGLE 2, TOP PLATE "' 2z1 STORY WALL 1,4 BLOCKING W# (2) 0.167k311T NAILS 0 BOTTOM PLATE EA END. BLOCK ATTACH PER NAILING ADJACENT BAYS 0 SCHEDULE EACH DIAGONAL BRACE AS SHOWN. • FASTEN ROOF SHEATHING TO 2. BLOCKING W# 0.131•k2-1/2" NAILS 0 w oc. (5)0 6rx3.lfTNAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) o162'X312• NAILS EACH DIAGONAL BRACE. O.S.B. TO OVERLAP TRUSSES PER PLAN BOTTOM PLATE 1-19' (MIN.) 2x LEDGER TO UPPER 2X4 SYP #2 DIAGONAL FLOOR WALL W/ BRACE 0 48" O.C. MAX. 19'. Itr SIMPSON 45' FROM SDS SCREW 016" GO. HORIZONTAL BRACE (2) 2z4 TOP PLATE NOT REQUIRED 6' FROM EAVES. ALL BROW FRAMING SHALL BE MIN. 2X4 SYP #2, T. IOR P.F IN CONTACT WITH LEDGER MASONRY & SPACED CONNECTION PER NOT MORE THAN 24'O.1 BELOW, SLOPE CUT ROOF SHEATHING AS REQUIRED AND NAILING PER SEE PLAN FOR PLAN WALL TYPE AND MIN. 2X4 SUB FASCIA, SPECIFICATIONS SLOPE CUTAS REQUIRED. FASCIA PER DESIGN i e FASTEN EACH / "�"""' """^ MEMBER, EACH ADDITIONAL INFORMATION ENO, E (3) 0.148'k3" NOT SHOWN THIS DETAIL TOE NAILS MAX 1•� MIN. (5) 0.148'z3" NAILS LEDGER In WALL CONNECTION AT EACH INSTALLED LEDGER MEMBER CMU: MIN. (2)1/4' TAPCONS W/ 1-114' EMBEDMENT INTO CM 0 16" O.C., 1" EDGE & 4END DISTANCE FRAME: MIN. (2) 1/4" SDS SCREWS W/ 1-12- EMBEDMENT 0Is- O.C., 1- EDGE & 4" END DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS D2 BROW FRAMING DETAIL MAX. 1'-0" O.H. L 1 lrzsro' MIN. 38 SYP #2 FOR CONVENTIONAL FRAME USE SIMPSON LEDGER FOR LRU26Z W/(9) 0.148"x3" NAILS OR FOR CONVENTIONAL PRE-ENGINEERRED TRUSS USE SIMPSON FRAME AND MIN 2.6 HGAIO USING(8)-1/4'k 1-1/2' SDS SCREWS SYP #2 FOR SHEATHING PER PLAN PRE-ENGINEERED TRUSS. ATTACH TO MIN. 2x6 SYP #2 STUDS W/(2)1/4" x I RAFTERS OR 2z4 SYP TYP. NON -LOAD 4-12" SIMPSON SDS SCREWS @ Is- O.C. #2 PRE-ENGINEERED 12SEE ROOF TRUSSES 0 BEARING WALL PER MAX.; TO GABLE END PLAN 24" O.C. MAX. PLAN. STUDS 0 24" STUDS W/ (2) (5)0.148•`X3" NAILS FOR O.C. MAX. STUD x 312' SIMPSON CONY. FRAMED SPACING TO BE SDS SCREWS 0 Is- MEMBERS ONLY REDUCED DOWN TO O.C. MAX.; TO FASCIA PER 16' O.C. MAX 0 MASONRY W/2x6 P.T. COMMUNITY LOCATIONS CARRYING SYP #2 LEDGER W/(2) SPECS LOADS SUCH AS 1/4' x 3-1W TAPCONS CABINETS OR HEAVY 0 12' O.C. 447 MAX 4 SVP #2 OR SHELVING. �7(6)0.148".IAWNAILS RE-ENGMEERED ROOF SIMPSON LUS24 WI TRUSSES DESIGNED EXT. W_ ALLY FOR SHINGLE ONLY 2x4 SYP 02 LEDGER. ATTACH TO STUDS OR HOLD TOP OF BEAM W/(2)1/4' x LI/T SIMPSON SDS SCREWS NON LOAD BEARING C 16" O.C. MAX.; TO GABLE END STUDS W/(2) y WALL DO NM I-1/Y 1/4"x 312"SIMPSON SDS SCREWS 01fi'OO W BELOW BOTTOM OF MAX.; TO MASONRY W# 2x4 P.T. SYP #2 LEDGER v1 TRUSS BOTTOM CHORD. ,, W/ 1/4" z 3AW TAPCONS 0 12" O.C. /JWI� TYPICAL SHED ROOF DETAIL NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. p ROOF SHEATHING & NAILING PER ROOF m NOTES. a ROOF TRUSSES PER PLAN. Ix\ U N.O. ON FRAMING PLAN: (2)-6" 01 SIMPSON SDWC1560D SCREWS EA, TRUSS TO TOP PLATE. REFER TO r DETAIL 5/SDWC. FUO `t1-_--Pli MIN'1rr GYPSUM WALLBOARD O �~ OVERHANG & CORNICE PER DESIGN CEILING PER --� PLANS. O FBCR702.3. 2X SYP#2 SUBFASCIA V#(3)- 0.131" x CEILING IS NOT WEND NAILS TO EA TRUSS (U.N.O.) y DESIGNED AS A DIAPHRAGM. DOUBLE 2x TOP PLATE. REFER TO DETAIL i V,F07/SD2. (3H 0.131'x3"TOEOR END NAILS, O EA STUD TO TOP PLATE. I (1)- 6' SIMPSON SDWC15600 SCREW, r INSTALLED TO THE INTERIOR NARROW FACE �$ PER 13/SDWC; EA. STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WF101 SD4 f U MIDREIGHT -BLOCKING. MATCHING SIZE & i SPECIES OF STUDS. NAILED BETWEEN STUDS < i W/(3)- 0.131"z X TOE OR END NAILS. w 2x STUDS, SPECIES AND SPACING PER i FRAMING PLAN. SIZE PER DESIGN PLANS. O m MIN. 12' GYPSUM WALLBOARD PER 0 FBCR702.3. w rc 3/4' FLOOR SHEATHING PER FLOOR n FRAMING NOTES. ' (3)- 0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. N FLOOR TRUSSES OR JOISTS PER m - FRAMING PLAN. REFER TO DETAILS WS20 AND Z 11 TOPPING WS21 ON THIS SHEET FOR O WHERE W HERE FLOOR -TO -FLOOR CONNECTION ,1 REQUIRED PER INFORMATION. FBCR 302.12 O FLCF PII DOUBLE 2X TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131" x 3' TOE OR END NAILS, EA STUD TO TOP PLATE. i Q MIN. Irz" GYPSUM WALLBOARD CEILING PER FBCR302.13. EXCEPT WHERE.' TYPE 11 GYPSUM WALLBOARD IS REQUIRED PER < FBC4R302.6. CEILING IS NOT DESIGNED ASA DIAPHRAGM, w EXT. WALL SHEATHING PER DETAIL WFI0/ SD4 u i MID -HEIGHT 21 BLOCKING, MATCHING SIZE & i SPECIES OF STUDS, NAILED BETWEEN STUDS W/ (3} 0.131'x 3'TOE OR END NAILS, 0< O Z 2x STVDS. SPECIES AND SPACING PER w FRAMING PLAN. SIZE PER DESIGN PLANS. F MIN. 12" GYPSUM WALLBOARD PER O FBCR7023. H (2)- 412' SIMPSON SOW C15450 SCREWS, INSTALLED PER DETAIL 10/ SDWC; EA. STUD TO BOTTOM PLATE. w (3).0, 31`.3"TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. in 2. P.T. BOTTOM PLATE. o ATTACHED TO FOUNDATION PER DETAILWF07NNOTES ------ BF - & CONNECTOR LEGENDS O SHEET U.N.O. FOUNDATION PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1.6): MAX. IN -PLANE SHEAR: 192 PLF < - MAX. UPLIFT: 442 PLF w TYPICAL CONNECTION @ GIRDER OR BEAM I FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) I� NOT USED I TYPICAL TWO STORY EXTERIOR WALL -I JOIST 3/4'=1'47 1 12'=1'-0' 3/4'=l' T w 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. %%11111111111". V/ J_ W 0 JJ I..L W Z /W V N d' z O 2 m O ui xUj az = >a (9 �: t- MLU0 FaCo N o�F a of C. O$ El • STRUGT: DP Q OC CHECK: CC a w JOB NP. STAR-17149 r SCALE: AS INDICATED SD3 WINDOW JACK STUD COLUMN PER PLAN. MIN. (2} 21 SYPI/2 STUDS EACH. (1). S' SIMPSON SOWC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL 13/SDWC) Two SCREWS TOTAL). HOLD CRIPPLE BTUD BELOW SILL PLATE SHORT TO ALLOW PROPER INSTALLATION OF SOWF 1.1 SCREW. NAIL TO JACK STUDS VW MIN.(4).0.131- x T NAILS. 1 FLOOR SYSTEM PER PLAN. 1 SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE 8 SPECIES OF COLUMN ABOVE. VOP OF PLATE ER PLAN DOUBLE 2x TOP PLATE PER PLAN. MIN. (2)-2x SYP42 STUDS MATCHING SIZE OF - COLUMN ABOVE, CENTERED BELOW JACK STUD COLUMN. COLUMN TO HEADER CONNECTION ACROSS FLOOR 1'=l'-T COLUMN, OR JACK d KING STUDS PER PLAN. MIN. (4} 2x STUDS. (2} 41/7 SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10/SDWC) 1' MAX FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE d SPECIES OF COLUMN ABOVE. TOP Of PLATE PER PLAN DOUBLE 3 TOP PLATE PER PLAN (1)-6' SIMPSON SDWC SCREW INTO WADE FACE (PER DETAIL IWSDWC) OR NARROW FACE (PER DETAIL 13/SDWC). COLUMN PER PLAN, ALIGNED WITH COLUMN ABOVE. MIN. (4} 2x STUDS. COLUMN TO COLUMN CONNECTION ACROSS FLOOR 1'=r4T 331 1-1-2' E A 3' 1. D E OPENING PER PLAN. E E Iffl/Do C ............................ FLOOR SYSTEM E A E OPENING PER PLAN. E D E � B FULL PANELS WHERE PANEL CUT TO FIT PERMITTED BY OPENING SIZE BUILDING LAYOUT. COLUMN, OR JACK d KING STUDS PER PLAN. V 1'AC 1 ITCJLLICR (1)- 41/I SIMPSON BONG SCREW INTO NARROW MIN. (4} 2. STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO (1}6" SBAPSON SDWC SCREW INTO NARROW DEVIL 13/SDWC) (TWO SCREWS TOTAL) FACE OF EACH STUD (SIMILAR TO DETAIL (2)-4117 SIMPSON SDWC SCREWS INTO WIDE _ (2} 41/2- SIMPSON SDWC SCREWS INTO WIDE 13/SDWC) (TWO SCREWS TOTAL). FACE (PER DETAIL 10/SDWC) `l rT FACE (PER DETAIL 10/SDWC) III 1' MAX. ' FLOOR SYSTEM PER PLAN. / DWF272 ON 1 W1AN X. I"1R:ONE S EACH SID O1 1' E ! ��( ACH SCREFROM �1 HE TO COLUMN. OF WASHER TO COLUMN, AND ONE CENTERED OF W AND O CENTERED CENT BETWEEN COLUMNS. SQUASH BLOCKING WITHIN FLOOR SYSTEM � � / �1 EDGE 810 O CON MN W//MAX. E OF SIDE OF COLUMN W// MA%. 1' FROM EDGE OF WASHER TO COLUMN. / II MATCHING SIZE 8 SPECIES OF COLUMN ABOVE. 1 1 TOP OF PLATE IF PER PLAN DOUBLE 2. TOP PLATE PER PLAN. / \ (4)- 6- SIMPSON SDWC SCREWS INTO INTERIOR (2)- 6- SIMPSON SDWC SCREWS INiO NARROW FACE OF STUD COLUMNS (SIMILAR TO DETAIL HEADER PER PUN. 1170.C. FACE OF HEADER (SIMILAR TO DETAIL + 13ISDWC)(4 SCREWS TOTAL. TVP, 13/SOWC), SPACED AT I-1/70.C.8 CENTERED + UNDERCOLUMN ABOVE. UPLIFT CONN, CAPACITIES: (2)SDWC15600: 90D8/COLN. SDWF27244: 141611/COLN. COLUMN, OR JACK & KING STUDS PER PLAN. DOWNSET HEADER (1). 412' SIMPSON BMW SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO MIN. (4). 2x STUDS. (i}4117 SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (TWO SCREWS TOTAL) (2)- VT SIMPSON SDWC SCREWS INTO WIDE DETAIL 13/SDWC) (TWO SCREWS TOTAL) (2} 412' SIMPSON SDWC SCREWS INTO WADE FACE (PER DETAIL 10/SDWC) (2}412' SIMPSON SDWC SCREWS INTO WADE FACE (PER DETAIL 10/SDWC) FACE (PER DETAIL 10/SOWC) I'MAX. 1" MAX. FLOOR SYSTEM PER PLAN. i 1rC 1 (2)- SIMPSON SDWF2724TUW SCREWS EACH (2)- SIMPSON SDWF2724TWJSCREWB EACH SIDE OF COLUMN W// MAX. 1"FROM EDGE OF SIDE OF COLUMN W// MAX. 1' FROM EDGE OF WASHER TO COLUMN. SQUASH BLOCKING WITHIN FLOOR SYSTEM / 111 WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. �T_OP OF PLATE /I ,V E LAN (1)-T SIMPSON SDWC SCREW INTO WIDE FACE (PER DETAIL 10/SDwc) OR NARROW FACE (PER DETAIL INSDWC). (I). T SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SOWC) (2 SCREWS TOTAL). UPLIFT COIN. CAPACITIES: (4)SOWC15600: 1800N (6)SDN,C15450: 197011 DWF2724: 2532N 1, ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN 1S/J2" EXPOSURE 1 OR 7/16" STRUCTURAL 1 & EXPOSURE 1 RATED SHEATHING. EXTERIOR WALL SHEATHING CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. REFER TO CLADDING MANUFACTURERS WRITTEN SPECIFICATIONS AND/OR CODE REGULATIONS FOR MINIMUM REQUIREMENTS 2. 1fir MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END JOINTS. 118' MAX GAP SHALL BE MAINTAINED AND VEIN FIEO. EXCEPTION: 12' GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1-1 V THICK WOOD STRUCTURAL PANEL (O.S.S.) 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 OVERDRVEN, CONTACT THE E.O.R. FOR ADDITIONAL 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/(2}ROW50.131'z 3' O G NAILS @ T O.C. STAGGERED 1-12' 3/4' A EXTERIOR WALL SHEATHING 0 TYP. NAILING AT DOUBLE TOP PLATE 1-12'=1.4r Q 0 f DOUBLE 2 TOP PLATE PER PLAN. �- i MIN. (4)- 2x SYPi2 CRIPPLE STUDS MATCHING SIZE OF COLUMN ABOVE, CENTERED BELOW 1� COLUMN. CRIPPLE LENGTH TO BE T MIN. HEADER PER PLAN. COLUMN TO HEADER CONNECTION ACROSS FLOOR 1'=1-O' (4)- 6' SIMPSON SDWC SCREWS INTO NARROW FACE OF CRIPPLE STUDS AT TOP & BOTTOM (SIMILAR TO DETAIL I3/SOWC). (4)SDWC15600: 1S00/ 50: 1 (6)SDWC15497011 2x 2ND FLOOR STUDS SEE PLAN FOR MORE INFORMATION B B SEE FLOOR FRAM PIAN FOR FLOOR SYSTEM INFO. SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS V611 0.148"X 3-114' SINK (2) 2x TOP PLATE 2z 1 ST FLOOR ST' SEE PLAN FOR MI INFORMATION FOUNDATION PEF PLAN SIMPPON MSTC40 2ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148'X 3-1 W SINKERS ATTACH 2, STUDS WW (3) 2X STUDS (2) 0.162"X 3.12' NAILS a e'O.C. CAIJFORNIA CORNER B-B SIMPPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148"X 3-I W SINKERS (3) 2X BUILT UP COLUMN ATTACH PER NAILING SCHEDULE ATTACH 2z STUDS V. '+r (2) 0.162'X 3-12' NAILS (4) 2X STUDS ti @8'O.C. STANDARD CORNER B43 ALTERNATIVE STRAP: (2)- CS20 COIL STRAPS COLUMN TO (4) 2X STUDS COLUMN W/ MIN. 9' END LENGTHS d (14} OA 31" z 2-12" NAILS EACH END. PROVIDE SOLID BLOCKING WATHIN FLOOR SYSTEM. HTT4 W/ 5/8" ALL m ATTACH 2. TO THREAD ROD, 7" IN. QO STUDS W/(2)ROWS EMBED. W/61MP60N - OF OA 62'X 112' SET EPDXY OR EQ. O NAILS @6-O.C. CALIFORNIA CORNER AA ATTACH COLUMN UV/ (18)0.148'X 2-10 NAILS WX O HTT4 W/ 5/e' ALL THREAD ROD, 7' MIN. O EMBED. W/ SIMPSON W (3) 2. BUILT UP STUD SET EPDXY OR EQ. >p COLUMN ATTACH PER ATTACH COLUMN W/ n WFOB/SD2 (18)0.148"X2-12'NAILS w ATTACH 2x TO BUILT T UP STUD COLUMN W/ 0 (2) ROWS OF 0.162'X 3-12' NAILS @ 6" O.G. t STANDARD CORNER A -A f U p 2-STORY CORNER FRAMING ATTACHMENT -FRAME w W4'=1'-0' 38 SHEATHING PER PLAN / NAIL EXT. WALL 'AIL WALL SHEATHING l 3/8' ./ / j ATTACH PER NAILING 'ANELSTO RIMOWS0 BOARD / / ///i./ PANEL JOINTS VERTICAL 2x FRAMISTUDSNG LANSEE y V/ 2 ROWS 0.131'X / PANEL JOINTS LEDGE FRAMING PLAN FOR SCHEDULE (} NAIL SHEATHING NOTE: 41 NAILS T O.C. NAILING) W/0.131'z SPACING AND GRADE 2x BOTTOM PLATE W/ O @ r, TO EACH WHEN30R MORE WINDOWSARE WAROW (ONLYJAMSTRPSTOBEID ` NM- NAILS 6"01.'. 1 00 SCRN @IT ITINTAIN IN. W2 �/0 INTERMEDIATE } � TO VERIFY YSIZ PLAN () BOTTOM AND WINDOWS OPENIDWC MUST NG W/( LSTA3LIPS TO TRANSFER 5 UVINTAIN MIN. 3/C FROM jjj O MAINTAIN 3�8' TO EDGE TO VERIFY SIZE & 6" F SCREW S A O C. p O STUD ('IN THE BOTTOM AND EACH SIDE OF OPENING W/ (2) CLIPS TO TMNSFER 1% OF PANEL STAGGER & 6' FROM ENDS AND ':DGE OF PANEL - q FIELD- VW 0131 O b NAILING ON EACH SIDE 3/4' FLOOR SHEATHING LITERAL LOADS u r z2-12'NAILS@ ,O SPLICES. SCREW T08E OF PANEL JOINT. ATTACHED PER FLOOR INSTALLED TO CENTER SOLID SHEATHING 6' O C AT 17 -% SIMPSON LSTA21 % M NAILING NOTES OF RIM BOARD BELOW HEADER r,�i�G. - STRAP W/ (22p.118' X V SHEATHING SPLICE AT THE " i " ,-/ MAINTAIN 1R' GAP 3" NAILS. BEND STRAP SIMPSON SP4 W/ (6) MI"EI• i,� N .� (I BOARD. MA OF RIM r / r / BETWEEN PANELS r/ BOARD. MAINTAIN 12' GAP i % / : / / RIM BOARD BLOCKING r < 0.148" z1-12' 24' O.C. OVER TOP PLATE MAX. O / %/ y r if E, 3". THEN RUN DOWN er (USE SP6 2z6 STUDS / 1_1 j1^ii BETWEEN PANELS /// J �24'O.C. MAX. o g / / J MIN. 21 STUD CENTERED k FACE OF JAMB d SPB 2x8 STUDS / ATTACH TO DOUBLEY ) w EXTERIOR WALL / / / / ON VERTICAL PANEL TOP PLATE USING 1 3 STUDSMEADER. /•i i,•r/ri }//-1. /��' !/% �1y'�,. JOINT. () (ONLYRE091F WALL O SHEATHING LI SIMPSON A34 (2) 2x SPF TOP PLATE r / ��" / / -• /. • / / / / / l9 ��- EXTERIOR WALL RIM BOARD PER TRUSS SHEATHING CAN BE 0 •+ .. , . , „ . r / r , i i n,T(+ + U.N.O.ON PLAN SHEATHING MANUFACTURER. INSTALLED AS (MAX)IST 2a'O.C. HEADER -SEE 2ND TYP. PANEL SPLICE AT WSP RIM BOARD TYP. VERTICAL EDGE & FIELD NAILINGTTACH TO EACH JOIST INDICATED) (MAX) FLOOR PLAN FOR MIN, 0. FLANGE W7(1) 0.131' x EXTERIOR SHEATHING HEADER SIZE & REQ1J C D ATTACH RIM BOARD TO BEAM / 1-12'=1'47 1-12'=1'41' 2-1 rr NAIL FROM TOP OF WALL JAMB STUDS 1. BELOW USING (1) SIMPSON (1) ROW 0.131"z 2-12" TO BOTTOM OF FLOOR �� au A35 @ 16' O.C. MAX & 6' FROM NAILS @ W O.C. WALL SYSTEM (RIBBON / t SHEATHING TO BEAM) ATTACHED PER 7 ,} �. • • • '+•_ � s � .• s ENDS 8 SPLICES NAILING SCHEDULE IF IF HEADER IS UPSET • N , - �� T ♦Y44�� BEAM OR FLOOR NOTE: REFER TO RIMBOARD U PLAN (2)ROWS0131"x2-12" SHEATHING CAN NOT NAIL EXT. WALL SHEATHING TO HEADER W/ 0.131"x 2-12' NAILS @ 6'O.C. TOP & BOTTOM MAINTAINING 3W EDGE DISTANCE. AT EA. END OF HEADER, NAIL SHEATHING TO HEADER W/ (6).0.131' x 2-12 NAILS. NAIL EXT. WALL SHEATHING TO TOP SILL PLAT W/0.131' x 2-12' NAILS @ 6' O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS V 0.131" x 2-12' NAILS @ TOP & BOTTOM, & THEN T O.C. EXTERIOR WALL ' _ NAIL EXT. WALL SHEATHING TO SILL PLATE W/ SHEATHING - 0.131' x 2AZ NAILS @ 6' O.C. / O NAIL E%T. WALL SHEATHING TO CRIPPLE .O r / X FRAMING W/0.131•x2-I?NAILS @TOP& ��p6 BOTTOM&THEN6"O.C. ATPANEL EDGES& 17 px<� / %%. /. r i •, O.C. IN THE FIELD. AT VERTICAL PANEL ; -!' JOINTS, E Ti, f REFER TO DETAIL(D). -BOTTOM PLATE i I NAIL EXT. WALL IL TOO PER PLAN SHEATHING PLATE i r/. •.. '♦ a' • >>• >>•+ J. BOTTOM PLATE YW MAINTAIN 1/8' GAP FOUNDATION PER PLAN. 0-131' X 2-1/2NAILS BETWEEN SHEATHING @ T O.C. MAINTAIN AND FOUNDATION OR 3/4 TO PANEL EDGE. MASONRY mr'h TYP. EXTERIOR SHEATHING DETAIL (2-STORY) TYP. NAILING AT BOTTOM PLATE TYP.. SHEATHING & NAILING AT OPENINGS & NAILING AT OPENINGS COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the JOIST MAIN SPECS FOR BLOCKING NAILS @ T O.C. WALL BE INSTALLED AS AND WINDOW IS Z LOWER: (1) 2x SILL ao REQUIREMENTS SHEATHINGTO INDICATED, . PLATE W/(2)0.148'x3' 0 BOTTOM OF BEAM CONTRACTOR TO TOE -NAILS. EXT. U INSTALL LSTA248 OPENINGS PARALLEL TRUSS TO DROPPED BEAM LSTA30 AS SHOWN! LESS THAN 4FT:(1) 2z Z 3/4'=I'-0' SILL PLATE W/ (2) w (2) 2x SILL AT WINDOW 0.148' x 3' TOE44AILS. W/2x CRIPPLE STUDS OPENING LARGER AT EA. END NAILED TO THAN 4FT: 12) 2. SILL STUD PACKW/0.148*x PLATE W/A35 CLIPS i 3' NAILS @ 8' O.C. EACH SIDE W/ 2x THEN STUDS @ 18' O.C. ATTACH SILL VW CRIPPLES @ 16' O.C. W/ (2) 0.148" x 3" (2) 0 108' x T TOE -NAILS AT EA. END TOE44AILS T&B O (PLYWOOD SHEATHING OF SILL (MAX OPENG REQ9 TdB) w WIDTH 4'-0'). USE A35 s CLIP AT EA END FOR o OPENINGS GREATER r THAN 4' BUT LESS THAN 6' SIMPSON LSTA30 7 O O STRAP CENTERED 2 BETWEEN COLUMN& H GIRDER/BEAM BELOW W/ (22)0.14W X T SEE FRAMING PLAN NAILS. (ONLY REQ'D IF FOR FLOOR WALL SHEATHING CONNECTION w CANT BE INSTALLED AS INDICATED) j - FLOOR GRIDER OR ¢ BEAM Z NOT USED m A�-k HEADER CONNECTION @ 2nd FLOOR HIGH BM � 3/4"=1'-G' m r expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. .-2 �. .I ^J'i / • A • s 4: • W :3 • U � p STRl1CTURAI ENG: TH DRAFTING: STRLCT: OP K OC CHECK: CC w JOB No. STAR-17149 t SCAIE: AS INDICATED DATE: N O9/0623 SD4 0 ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON SDWF2724 (0.27 x 24") SCREW a 24' O.C. MAX, MAINTAINING 6 FROM ENDS AND SPLICES 2x4 SYPI2 RIM -BLOCKING BEHIND RIM BOARD. NAIL TO RIM BOARD W/ (2)0.13/' x 3' NAILS Q 3 O.G. FLOOR-SLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST 16 FROM THE EXTERIOR STUD FACE.... ..-OTHERWISE, ADD FLOOR -BLOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED 24" O.C. MAX, W/ (2)- 0.131' X 3 TOE -NAILS TO TOP & BOTTOM CHORDS EA. END. ,. MIN. 1'4" ' 3/4" FLOOR SHEATHING (6)-0, 31" x 242" NAILS: FLOOR PER FLOOR FRAMING SHEATHING TO EA. PIECE OF NOTES. FLOOR -BLOCKING. FL0011iLOC1GM 1-1R" O.S.B. RIM BOARD OR 140IST FLOOR -BLOCKING SPACED 0 24' O.C. MAX, MATCHING FLOOR DEPTH. NAIL FLOOR -BLOCKING TO TOP & BOTTOM CHORD OF JOIST W/(2)-0.131'x W TOE -NAILS. x1� FLOOR JOIST OR PER PLAN (4)- 0.131"X 3" TOE -NAILS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 21 TOP PLATE. PLATE4111OC1014@ MIN. (2)2x4 SYP62 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP PLATE W/ 6" SIMPSON SIDS SCREWS 0 4" O.C. & 2' FROM EA. END. FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) 1 1/2"=1'4T EXTERIOR WALL SHEATHING PER DETAIL WF10' SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 2X BOTTOM PLATE PER PLAN (2)4.131" X 3 NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 24' O.C. MAX). (2)0.131"x 3 NAILS C 3" O.C. & 2' FROM ENDS AND SPLICES; 2X BOTTOM PLATE TO RIM BOARD(RIM BOARD BLOCKING. CENTER NAILS ON RIM BOARD/RIM BOARD BLOCKING. MIN. 1-118' THICK OSB RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (1 } 0A 31- X 2-12' NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)- ROWS 0.131' x 2-12' NAILS C 3 O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF10/ SDFOR ADDITIONAL INFORMATION. Is LOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTENSPECIFICAMONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. (2)-0.131' x 3 NAILS: RIM BOARD TO 2x PLATE -BLOCKING 3' O.C. & T FROM EA. END. & EA. SPLICE. DOUBLE 21 TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1 6): V_ = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR), 1080 PLF (1 ST FLOOR) MAX. UPLIFT: 425 PLF NONSTRUCTURAL ELEMENTS NOT SMOWIV 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 F 6 SIMPSON SDWC15600 SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. MIN. 12" GYPSUM WALLBOARD PER FBCR702.3. ROOF SHEATHING & NAILING PER ROOF NOTES, 2x SYP02 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 -W) RING SHANK NAILS @ 4O.C. MAX /— U.N.O. ON FRAMING PLAN: (2)-6' SIMPSON SDWC15601) SCREWS EA. TRUSS TO TOP PLATE. REFER TO --�� DETAIL &SDWC. FPLOOR PLATE AN i1 OVERHANG & CORNICE PER DESIGN PLANS. 2x SYPK2 SUBFASCIA W/ (3)- 0.131' x 3 END NAILS TO EA. TRUSS (U.N.O.) DOUBLE 2, TOP PLATE. REFER TO DETAIL WFO7/SD2. (3)- 0.131'x 3'TOE OR END NAILS, EA STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL VrF10f SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131" x 3 TOE OR END NAILS. 2. STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)_ 4-11I SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 1O/SDWC; EA STUD TO BOTTOM PLAT (3)- 0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. 31e FLOOR SHEATHING PER FLOOR FRAMING NOTES. - FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. 1x\ DRAFTSTOPPING x11r REFER TO DETAILS WS107 (FOR (JOIST) OR WHERE VVS125 (FOR FLOOR TRUSS) ON THIS SHEET x� REQUIRED PER FOR FLOOR -TO -FLOOR CONNECTION I FBCR 302.12 INFORMATION. FLOOR PLATE PLAN MIN. 12' GYPSUM WALLBOARD CEILING PER DOUBLE 2x TOP PLATE. REFER TO DETAIL FBCR302.13. EXCEPT WHERE 5/8' TYPE X WF07/SD2. (3)-0.131' X 3 TOE OR END NAILS, GYPSUM WALLBOARD IS REQUIRED PER EA. STUD TO TOP PLATE. FBC-R 2.6. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)- 6 SIMPSON SOWC15600 SCREW, EXT. WALL SHEATHING PER DETAIL WF70/ SD4 INSTALLED TO THE INTERIOR NARROW FACE ALL PANEL EDGES SHALL BE NAILED PER PER 131SDWC; EA STUD TO TOP PLATE SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT 2. BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131" X 3 TOE OR END NAILS. INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN 2x P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET U.N.OANCHOR BOLTS SHALL BE INSTAL AT 12' O.C. MAX. ASSEMBLY ALLOWABLE CAPACITIES (LDF = IS) MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR) 1080 PLF (1ST FLOOR) MAX. UPLIFT: 442 PLF St HIGH SHEAR TWO STORY EXTERIOR WALL 3/4'=1'-W 2X STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2} F12' SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 101 SDWC; EA. STUD TO BOTTOM PLATE. (3)-0. 1 31"x T TOE OR END NAILS; EA. STUD TO BOTTM PLATE. FOUNDATION PER PLAN. �5 BELEVATION eNeeeee I/ 2 �� •% e• •e LBe =GS�co o m W •J_ O • Q \ \ e•e CJ~ ��` eeeee• `�� go 4wj C e Z � O EI 2 IM Jj xaz =- ao - 0 F- KWO TH C. a cllE«: CC 0 w JGB No. STAR-17149 t SCALE: AS INDICATED w DATE: 09A)623 SD5 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 414E+HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 12' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY HIM Is USED) SEE DESIGN BANS 12' GYPSUM i WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3.1/r THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES hR���O��OF BEARING HOT EREFER TO PLANS FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 12' GYPSUM WALLBOARD PER LW3PW1, U336/PWL U3471PW4, OR V344IPM EACH SIDE OF PARTY WALL FASTENED USING MAN. 5d (GLOBE' x I-W LONG, I&W HEAD) COOLER NA&B OR N. 6 TYPE W DRYWALL SCREWS WIN. 1-1/4-LONG} ALL FASTENERS SHALL BE INSTALLED 0 MAX S.O.C. O ALL SUPPORTED EDGES & it O.C. N FIELD (3}0.131-X 3' TOE OR END NAILS, EA STUD TO BOTTOM PLATE. EA SIDE OF PARTY WALL (1)- V SIMPSON SOWCIWW SCREW. EACH STUD TO BOTTOM PLATE PER II DWC. (EACH SIDE OF PARTY WAIL} MIN. 2.4 SYP 02 BOTTOM RATE. ATTACH TO — CENTER OF RIM BOARD BELOW USING (1) SIMPSON SI AILINN (0.152 x 6-)SCREW O 2W O.C. LAX MAINTAIN V FROM ENDS & SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724(027 x 24-) SCREW 0 32.O.C. MAX. MAINTAIN r FROM ENDS AND SPLICES PREENG. FLOOR SYSTEM FIRE BLOCKING EA SIDE OF PIETY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, - EACH SIDE OF PARTY WALL, USING (1) SIMPSON SOWC1NW SCREW 0 24. O.C. MAX & 6' FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MN. 34W' PENETRATION TO RIM BOARD. (1)- T SIMPSON WWC15WO SCREW, EACH STUD TO TOP PLATE PER /1/&DWC, (EACH SIDE OF PARTY WALL). 12' GYPSUM WALLBOARD PER U373PW1, 1.0338IIPIA2 US47"4, OR V344PMMb EACH SIDE OF PARTY WALL FASTENED USING AM M(0.066' x 14V LONG, 150 HEAD) COOLER NALS OR No.6 TYPE W DRYWALL SCREWS (MIN. 14W LONG} ALL FASTENERS SHALL BE INSTALLED 0 MAX O.C.O ALL SUPPORTED EDGES & 17 O.C. IN FEND MAN. 2.4 SYP 62 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES & CONNECTOR LEGEND BEET. ANCHOR BOLTS MAY BE SPACED AT SV O.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: UPLIFT a 270 P F - N PLANE SEAR. 250 PLF WO TYPICAL PARTY WALL SECTION (VE) 4L PARTYWALL 41-23/4'+HALFPARTYWALLWIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC156W (0.152 x 1r) SCREW 04r OC & 6' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WAIL SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SOWC160M (0.152 x 6') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW/. U3361PWZ U347PWM, OR V344MM MIN. 2e4 SYP 62 STUDS 018' O.C. W/ MDHHEKIHT WALL BLOCKING EACH SIDE OF PARTY WALL 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL. ATTACH PER NAILING SCHEDULE PRE-E NG. FLOOR SYSTEM FLOOR BEARING HOT. REFER TO PLANS _ DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/SD2 FOR SPLICE& ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U373PW1, U3WPW7, U347/PW4. OR V344MM MN. ZA SYP 62 STUDS 0IV O.C. W MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE RISING (1) SIMPSON SOWC154M (0.152 x 4-17P) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4L PARTY WALL W-V ♦ HALF PARTY WALL MOTH �'-23W+HALF PARTY WALL WIDTH FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING TREATED ROOF SHEATHINo (NO PENETRATIONS) I_ (NO PENETRATIONS) .. 12' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BMN.V344 IS USED} SEE DESIGN MANS IrZ GYPSUM WALL BOARD 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 WALLAS REOUIRED 12' GYPSUM WALLBOARD PER U3731PWi. U33BA-M U34711-Y4. OR V344PM EACH SIDE OF PARTYWALL FASTED USING MN. 5d (0.086' x 14V LONG. ISW HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-1 W LONG} ALL FASTENERS SHALL BE INSTALLED 0 MAX4- O.C.O ALL SUPPORTED EDGES & it O.C. N FIELD ATTACH EACH STUD TO BOTTOM RATE USING (I) SIMPSON SDWC15450 (D.152 x4-iQ) SCREW CONNECT2ND FLOOR WALL W RATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x 4-Ifl SI SCREWS 01r O.C. AND S' FR( END OF WALLS. ALL SPLICES T BE STAGGERED MIN. 48' 12' GYPSUM WALLBOARD PER U373MM. US%PMQ U 347/RW4, OR V3441RV5 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (0.00V x I-W LONG, I HEAD) COOLER NAILS OR Nu 6 TYPE W DRYWALL SCREWS (MN. 14 W LONG} ALL FASTENERS SHALL BE NUTMM33 0 MAX P O.C.0 ALL SUPPORTED EDGES & 1T O.C. N FIELD MIN. ZA SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF -� PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFIED N DETAIL WR17A ON NOTES & CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 33' O.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT - 270 PLF -IN PLANE SHEAR-250 RF TYPICAL PARTY WALL SECTION ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SOMISOM (0.152 x 69 SCREW 04r OC & B' FROM ENDS (EACH SIDE OF PART' WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE W F07/ SD2FOR SPLICE AND ATTACHMENT INFO - ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15B00 (0.152 x r) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373N W1, U 335PW2, U347/PW4, OR V344MM INSTALLED TIGHT TO ROOF SHEATHING. MN. 2.4 SYP ♦2 STUDS 0IT O.C. WNMIDMEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-lrn SCREW CONNECT2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP (MATE W/ (2)1/4 x4-12' SOS SCREWS 01r O.C. AND W FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MN.4r DOUBLE TOP PLATE EACH SIDE OF PARTY WAIL SEE WP071802FOR SPLICE& ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SMPSON SDYMCINN (0.152 x W) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3734W1, U330IPWH. U347~. OR V344/M MN. 2.4 SYP 82 STUDS 012 O.C. MW MIDHEGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SOWC154W (0.152 x 4-12') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PUN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 40+HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 12' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY SKIN .V944 IS USED) SE DESIGN PLANS. 12' GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. MIT THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES 12' GYPSUM WALLBOARD PER U373PWi, U39dPML U3471PW4, OR V344PM/5 EACH SIDE OF PARTY WALL FASTENED USING MN. Sd (O.OB6' x I-W LONG, 151W HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (LON. 1-19- LONG} ALL FASTENERS SMALL BE INSTALLED 0 MAX 4- O.C. O ALL SUPPORTED EDGES & it O.C. N FIELD MN. 2.4 SYP i2 STUDS 01V O.C. W/ MID4EXW WALL BLOCKING EACH SIDE OF PARTY WALL (1)- 0' SIMPSON WAFC15000 SCREW, EACH STUD TO BOTTOM RATE PER 11/SOWC, (EACH SIDE OF PARTY WALL} 2K BOTTOM PLATE. FASTEN TO FLOOR SYSTEM W/ (1) SIMPSON S' SDWC SCREW (SDWClWW) 0 24.O.C. & 4' FROM ENDS & SPLICES. ATPERPENDICULAR FLOOR CENTER SCREW IN RIM BOARD. AT PARALLEL ROOK SCREW INTO BEAM/IRUSS, STAGGERING N BOTTOM PLATE ATTACH BOTTOM RATE TO DOUBLE TOP RATE — BELOW USING (1) SIMPSON SDWF2724 (027 x 24") SCREW 0 3r O.C. MAX MAINTAIN r FROM ENDS AND SPLICES PRE-ENG. FLOOR SYSTEM OONG H—— *! Ui FIRE BLOCKING EA. SIDE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP — PLATE, USING (1) SIMPSON S7WC16W0 SCREW 0 24' O.C. MAX & W FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 3.3M' PENETRATION TO RIM BOARD. (I} P SIMPSON SDWCIWW SCREW, EACH STUD TO TOP PLATE PER 11/BOWC, (EACH SIDEOF PARTY WALL} MN. ZA SYP 62 STUDS 0 IT O.C. AM U04tEIOHT WALL BLOCKING IrZ GYPSUM WALUICARD PER U375PW7, U3381R12 U347MM OR V344PW5 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (OASr x I-W LONG, 16M HEAD) COOLER NALB OR No.6 TYPE W DRYWALL SCREWS PM. 1-11C LONG} ALL FASTENERS SHALL BE INSTALLED 0 MAX 4' O.C. 0 AL SUPPORTED EDGES & Ir O.C. INFIELD MN. 2.4 SYP N2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CARACTIES: - UPLIFT - 270 P F IN PLANE SHEAR= 250 PLF OVV�108 TYPICAL PARTY WALL SECTION 4-23W HALF PARTY WALL WIDTH E PARTY WALL FIRE RETARDANT I TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SNP -ON SDWC15M (0.162 x In SCREW 04r OC & 6' FROM ENDS (EACH SIDE OF PARTY WALL) FIRE BLOCKING EACH SIDE OF PARTYWALL AS RECURRED DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE W FD7/SD2 FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15WO (0.152 x In SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373FW1, U33SPM2. U1347ANK OR V344MM INSTALLED TIGHT TO ROOF SHEATHING. MN. 2.4 SYP ♦2 STUDS 0 /T O.C. WIMro+EKiHr WALL BLOCKNG ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC75450 (0.152 x44W) SCREW CONNECT 2ND FLOOR WALL BASE RATE TO 1ST FLOOR DOABLE TOP PLATE W/ (2)1W x 4-12' SDS SCREWS 01T O.C. AND V FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN. 4r DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/302 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCI5SW QLI52 x In SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373M M, U3381PAQ U347/PW4, OR V344MM MIN.214 SYP62 STUDG O Ir O.C. W1MD4EGHTWALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SPAPSM SOWC154M (0.162 x 4-M SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION RANI FOR CONCRETE SLAB AND FOUNDATION INFORMATION vJ J :E < LL� W •; z F -r! Q Z= Q V a� C!am?€ ^Q. LL i Cmay^ + 00 Z O 7 0 C N Q U X LU J - = Q raZ }3 - � F 0 W W O �Z smucT: DP 0 w X16 No. STAR-1714S i SCALE: ASINDKCATED w KITE: 0I10S23 1241'-P 12'-1'4r 1Nr-ry 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 HTf4 W/ (1) IMP - THREAOED ROD. T MIN. EMBEDMENT W/ S044M SET- P EPDXY OR TA. ATTACH TO COLUYNW(1B)0.162'x2-IIr WALL SHEATHING SHIALL BE NAILS INSTALLED AS A CONTINUOUS SHEET FROM DOOR OPENING TO 2<SEPARATION FRAME BUILDING CORNER W1NAILING PER WALL TOP &BOTTOM WFt6. PLATES SHALL RUN CONTNUOUS PAST END OF SLAB ADJACENT FRAME WALL DOOR OPENING TO END OF SLAB IN7ERSECTNG 2. FRAME WALL 8WLLL BE SCREWED TO MIN. (3) 21 SEPARATION PLY BOLT LP COLUMN WITHIN WALL FRAMING SEPARATION FRAME WALL W/ (2) IW SIMPSON SDS SCREWS INSTALLED r FROM TOP& EDGE DISTANCE, WALLBOTTOM.1-1? FIRE RATED WALL OTHERWISE SPACED Q 1r O.C. ASSEMBLE PER 1OUM.16� STAGGERED V MAX 11347IPW4, INSTALLED TRAIT R To SHEATHNQ SECTION A -A ,r4r • HALF PARTY WAIL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING M PENETRATIONS) ROOF SHEATHING AND - FASTENBq PER KILLING SCHEDULE Ur GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WAIL SYSTEM (IF ASSEMBLY SXW.V344IS USED), SEE DESIGN PLANS. Ire GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 9-VC THICK GLASS FIBER OR MINERAL WOO. INSULATION COMPLETELY FILL THE STUD CAVITIES YREFERE�PLANS T-�II FIRE BLOCKING AS REQUIRED MID -POINT BLOCKING BETWEEN SIDS U.N.O. ON FRAMING PLANS 1?GYPSUM WALLBOARD WALL W/ 56 COOLER - (0.0585[ 15b' LONG. 1664' HEAD) OR BW DRYWALL SCREWS 1-1M' LONG ® r O.C. ON EDGE a 17 O.C. N FIELD (1} S' SIMPSON SDWC15000 SCREW. EACH STUD TO BOTTOM PLATE PER 11/81DWC, 40 - HALF PARTY WALLWIDTH FIRE RETARDANT rL PARTY WALL TREATED ROOF SHEATHING (No PENETRATIONS) ATTACH SHEATHING TO FRAME WALL DOUBLE TOP PLATE WAHSRS-01 NAILS SPACING PER A A SHINGLE ROOF TABLE ON St. DE SHIM MATCHING PITCH OF ROOF TO FILL GAR BETWEEN TOP PLATE & SHEATHING F REOUIRED F WATERPROOFING, AND FLASHING BY BUILDS NOT MCO MIN. 2.4 SIP 62 BOTTOM PLATE ATTACH TO CENTER OF RIM BOARD BELOW U81N(i 0.131' x 3' NALS Q 4.O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE Top PLATE BELOW USING (1) SIMPSON SDWF2r I . x ENDS �A SCREW Q 3r O.C. MAX MAINTAIN r FROM ENDS AND SPLICES FIRE BLOCKING AS REQUIRED 3W FLOOR SHEATHING FASTEN PER PLAN FLOOR BEARINPLWS _ G REFER TO MGi _ ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE � USING (1) SSMPSON WWC15000 SCREW Q IT O.C. MAX & V FROM ENDS a SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 3-W PENETRATION TO RIM BOARD. (1}W SLPSON SDWCIS600 SCREW, EACH STUD TO TOP OOUBLETCPPLATE W/l3)0.14rx3.1W _J TOE -NAILS lO E L L.Id3T TYP. MIDPOINT IDPOIN BLOC BETWEEN SUDS U.N.O.ONFRAMING IIT GYPSUM WALLBOARD WALLW/ 56 COOLER J (0.008Y 1fi16' LONG, 15A94' HIEAOzz ORIC, ALL SCREWS FIELD LONG QI' C, ON EDGE i 1r O.C. N FIELD DU4 M12 SYP WALL W/ STUDS G IV O.C. SEE BW2 N THE BEARING WOOD WALL SCHEDULE SHEET S5.1 FOR ADDITIONAL INFORMATION. ABC 2a4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07AON NOTES&CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN e• OF FACT END OF WALL & EACH BOTTOM PLATE SPLICE 108 TYPICAL PARTY WALL SECTION (VE) 1R..1.4r EACH WALL STUD OR EACH SULT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON SOWC 150011 V SCREW DOUBLE TOP PLATE SEE WFO7/302FOR SPLICE & ATTACHMENT INFO. FIE RATED WALL ASSEMBLY PER U3781PW1. LA3MPW2 U347/PW4, OR V344MM INSTALLED TIGHT TO ROOF SHEATHING. CAULK WITH AN APPROVED PRODUCT TO CREATE AN TIGHT SEAL PER MANUFACTURERS INSTALLATION INSTRuc noNs. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL IN VOIDS EXTERIOR WALL SHEATHING AND NAILING PER WF10/SD4 CONTINUOUS WALL BLOCKING INSTALLED AT MAX. 114r O.C. AS MEASURED VERTICALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE BULDERTO VERIFY INSTALLATION, TYP. UPPER 2W SYP 02 STUDS 1r O.C. MAX STUDS SHALL BE / FROM MID WALL PLATE UNDERSIDE ROOF WG, CENTERED OVERro / LOWER STUDS EACH ABOVE WALL STUD OR EACH BUILT UP COLUMN MAFASTENED V S R BOTTOM PLATE W/ (1) SIMPSON SDWC 1680E 6' SCREW FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM PLATE TO BELOW FRAME WALL DOUBLE TOP PLATE W/ 1M' x 41rC SDS SCREWS Q 17 O.C. MAX W/ 1' EDGE _ MD WALL PLATE LOWER 2x FRAME WALL DOUBLE TOP PLATE SHALL MATHEVWTHY TO..NWNLFRMF EACH LOWER WALL STUD OR EACH BUILT UP COLUMN STD FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON SDWC 1SSO0 V SCREW LOWER 2" SYP#2 SINK 1r O.C. MAX. STUDS SHALL BE 94STALLED FROM FOUNDATION TO SHD WALL PLATEP ToMAT H EL VATI N OF FLOOR FIRE RATED WALASSEBLY PER 11S73IPW1 U93MPV2 UM71PW/ OR V3411PW5 INSTALLED TKHHT Tb ROOF aHEATtakR. cAIILI wml AR APPRovUa PRODIICTTO CREATE A INSTALLATION TIGHT SEAL PER . PROVI E MIN RS OROTHEROVED INSTRUCTIONS. PROVIDE MINERAL WOOL OR ORERAPPROVED METHOD TOFILL NV(OI�DS EACH WALL STUD TO P T BOTTOM PLATE W/ SIMPSON SDWC154504-10 SCREW (EACH BITE OF PARTY WALL) CONECTION CAPACmEB: - uPLFr . zro PLF N PLANE SHEAR=38D PLF FOUNDATION PER THE FOUNDATION PLAN rC+HALF PARTYWALL WIDTH €PARTY WALL 'r-2 SW ♦ HALF PARTY WALL WIDTH r0 • HALF PARTYWALL WIDTH 4'-2 3M+HALF PARTYWALLWIDTH FIRE RETARDANT ING_FIRE RETARDANT _FIRE RETARDANT F(• PARTY WALL FIRE RETARDANT TED ROOF SHEATH MG TREATED ROOF SHIEATHM NO PENETRATIONTREATED ROOF S) I (NOD It" STDNSTM� (NO PENETRATIONS) (NO PENETRATIONS) STUDDED COMMON TRUSSES STUDDED COMMON TRUSSES Vl GYPSUM WALL BOARD EACH SIDE OF VP GYPSUM WALL BOARD EACH SITE OF PARTY WALL PER FIRE RATED WALL ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) PARTY WALLPER FIRE RATED WALL ATTACH TRUSS TO DOUBLE SYSTEM IF ASSEMBLY BXUV.VS44 IS SIMPSON SDWC15600(0.152 x V) SCREW Q 4r OC SYSTEM (IF ASSEMBLY BXW.V3MB TOP PLATE 11S8A](1) SIMPSON USED} SEE DESIGN PlANB, W GYPSUM a r FROM ENDS (EACH SIDE OF PARTY WALL) USED} SEE DESIGN PLANS. I-r GYPSUM SOMIS000 (0.162 x B7 SCREW WALL BOARD MAY BE SUBSTITUTED W/ WALL BOARD MAY BE SUBSTITUTED W/ Q 4T OC & r FROM ENDS MN. 3-Ur THICK GLASS FIBER OR MN. 11? THICK 1NLA86 FIBER OR (EACH SIDE OF PARTY WALL) MINERAL WOOL INSULATION MNERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES COMPLETELY FILL THE STUD CAVITIES tTREFER TO PLANE S TREFER TO-PLJ, ROOF BEARING ANS- DOUBLE TOP PLATE EACH DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE SIDE OF PARTY WALL SEE FIRE BLOCKING EACH SIDE OF WF071=FOR SPLICE 6 FBE BLOCKING EACH SIDE OF WIWISIXE FOR SPLICE a PARTY WALL AS REQUIRED ATTACHMENT MFO PARTY WALL AS REQUIRED ATTACHMENT INFO 10 GYPSUM WALLBOARD PER U373I . U3381PW2, IW GYPSUM WALLBOARD PER U373IPW1. U3381PW2, ATTACH EACH STUD TO UM7ATTACH EACH STUD TO DOUBLE TOP PLATE DOUBLE TOP PLATE USING (1) FASTEN 4, ORING MIN 5 EACH SITE OF PARTY WALL USING (1) SIMPSON SDWC15600 (DA62 x 01 FASTENED ORING MIN. WI5 EACH SIDE OF PARTY WALL SIMPSON SDWCIMW (0.162 x FASTENED USING MN. 50 ro.OB6' z 14V8' LONG, 15184' SCREW (EACH SIDE OF PARTY WALL) FASTENED 11BN0 MIN.6d (0.085' x id18' LONG. 15184' 6) SCREW (EACH SIDE OF HEAD) COOLER NALS OR N. 6 TYPE W DRYWALL HEAD) COOLER NAILS OR Na 6TYPE W DRYWALL PART, WALL) SCREWS (MN. 1-W LONG), ALL FASTENERS SHALL SCREWS (MIN.1-1H' LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX C O.C. Q ALL SUPPORTED FIRE RATED WALL SYSTEM PER U3i31PW1, BE INSTALLED Q MAX 4.O.C. Q ALL SUPPORTED FIRE RATED WALL SYSTEM EDGES a 17O.C. N FIELD U3361M, U3471PW4, OR V344/PW5 EDGES a 17 O.C. N FIELD PER 11373rPW1, U938/P012, U347WPW4, OR V344IPW5 MIN. 214 SYP42 STIRS Q 10' O.C. W/ MID -HEIGHT MIN 2W SYPi2 BOTTOM PLATE. SLEW TO WALL BLOCKING EACH SIDE OF PARTY WALL MIN.2W SYP42 BOTTOM PLATE SCREW TO MEN.2e4 SYP 12 STUDS Q 10' PARALLEL FLOOR TRUSS BELOW W/ (2}1M x 3-1/r PARALLEL FLOOR TRUSS BELOW W/(2yIW x 3.1? O.C. W/ MIWEIGHT WALL SDS SCREWS Q IC O.C. a r FROM BIDS a MN. 20 SYP R BOTTOM PLATE ATTACH TO SDS SCREWS Q IV O.C.&r FROM ENDS a BLOCKING EACH SIDE OF SPLICES. CENTER OF RIM BOARD BELOW USING 0.131' a 3' SPLICES. (EACH SIDE OF PARTY WALL) PARTY WALL NALS Q r O.C. MAX. ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE (1) 8• SIMPSON SDWC15800 SCREW. EACH STUD (1}6' SOWSON WWC15ON SCREW. EACH ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE STUD TO BOTTOM PLATE PER 11ISDWC. BELOW (EACH SIRE OF PARTY WALL) USING (1) TO BOTTOM PLATE PER TITS M. (EACH SIDE SOW I" SIDE OF PARTY WALL) USING (1) (EACH SIDE OF PARTY WALL), SNPSON SDWF2724 (N27 x 24') SCREW Q 3r O.C. OF PARTY WA.y MAX MAINTAIN TAIN r F OM xDS SCREW C S O.C. MAX FOUNTAIN V (ROM ENDS AND SPLICES MAX MAINTAIN 6' FROM EN)8 AND SPLICES to 3W FLOOR SHEATHING EACH W LL ATE PER�NAILINNGG SCHEDULE'DE`PER ANSCHEDULE TTACH FIRE 13LOCKNG EA SIDE OF - PARTY WALLAS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ (2)- 1M• x 4-1rI SDS SCREWS Q 24' O.C. a 4' FROM ENDS a SPLAYS. 1/2' GYPSUM WALLBOARD PER U3731PWi, U33MPN2 U3471PW4, OR V344MM EACH SIDE OF PARTY WALL FASTENED LOSING MN. 5I (0AW It 1408' LONG, 16M HEAD) COOLER NALS OR N. 6 TYPE W DRYWALL SCREWS (MM'L 1-Ur LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX D.C. Q ALL SUPPORTED EDGES a it O.C. N FIELD MIN. 201 SYP42 P.T. BORON PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES a CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX & WITHIN r OF EACH ENO OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: UPLIFT -270 PLF - N PLANE SHEAR - 250 PLF TYPICAL PARTY WALL SECTION NOT USED 12111-V PRE-ENG. FLOOR SYSTEM �MQO!t BEARING HGT. TO PIAUNS ATTACH RIM BOARD TO WALL DOUBLE TO' PLATE USING (1) M SPSON SDWC15W0 SCREW Q 16' O.C. MAX &W FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MN. 3-W PENETRATION TO FILMBOARD. DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WFO71SD2 FOR SPLICE a ATTACHMENT INFO (I} S' SIMPSON SDWC158DO SCREW, EACH STUD TO TOP PLATE PER IIWWC. (EACH SIDE OF PARTYWALL} FIRE RATED WALL SYSTEM PER U373MM. L OPM U347/PW4. OR V344MM MN. 2.4 SYP 12 STUDS Q TO- O.C. W/ MID4HEDHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC1S4W (0.152 x 4-IM SCREW (EACH SIDE OF PARTY WAIL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION FLOOR BEARING HIOT. REFER TO PLANS _ - FIRE BLOCKING EA SIDE OF PARTY WALL AS REOAREO SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ (2} 1M x 4-1/7 SOS SCREWS Q 24. O.C. a 4- FROM ENDS a SPLICES. (EACH SIDE OF PARTY WALL) Tr' GYPSUM WALLBOARD PER U3731PW1, U3A%IPW2, U3471PW4. OR V344PW6 EACH SIDE OF PARTY WALL FASTENED USING MN. 50 (0.086' x 14 V LONG, 151064 HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MN. 1-IW LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX C O.C. Q ALL SUPPORTED EDGES a ITO.C. N FIELD MIN.2W SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PART' WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES a CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY Be SPACED AT 30' O.C. MAX & WITHIN V OF EACH END OF WALL a EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: • UPLIFT =270 PUF • INPLANE SHEAR- 250 PLF 13n TYPICAL PARTY WALL SECTION 1rri114r 6__�______��MQQOOfRt BEARING HGT DER TO PLANS DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE MFMIS02 FOR SPLICE a ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (I) SIMPSON SDM15M (0.15r x 61 SCREW (EACH SIDE OF PARTY WALL) FIE RATED WALL SYSTEM PER U3731PW1, U338RV1rl, U3471PW4. ORV3MIPW5 MIN.2W SYPR STUDS Q TO- O.C. W/ MD- HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STD TO BOTTOM PLATE USING (1)SIMPSON SDWC1 6450 (0.152 x 4-Irn SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION RAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION I w Q Z O H Lu M O i Q Z H- IL 3 0 il- W W ZO y0� a SmiUCT DP < a cwETx: cc 0 w x7x No. STAR-17149 I SG1lE: AS INDICATED W RATE: 09/DS173 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. I/ \ NOT USED PRE IENCIIGERED FIE RETARDANT ROOF TRusSEs FER SHEATHING ATTACHED PER PL/W NAILING SCHEDULE. SEE ARCHITECTURAL PLANS FOR REWIRED LOCATIONS 2x FASCIA PER PLAN. SEE ELEVATIONS FOR MORE INFORMATION 2x FRAME OR CMU WALL SEE ARCHITECTURAL RAN FOR MORE INFORMATION I- HOUR FIRE RATED SOFFIT PER GA FILE NO. RC 2002 TO EXTEND A MIN. V-(r EACH SIDE OF 2 HOUR FIRE RATED ASSEMBLY. INSTALL BASE LAYER IB' STYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD TRUSSES W O.C. WITH IAA TYPE W OR 8 DRYWALL SCREWS 2R O.C. FACE LAYER SW TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1-701I' TYPE W OR S DRYWALL SCREWS tr O.C. AT JOIMIS AND WERBEDIATE TRUSSES AND 1-1? TYPE G DRYWALL SCREWS 1r O.C. PLACED r BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24' FROM BASE LAYER JOINTS. WOOD 9 TRUSSES SUPPORTINO I? WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 0.131'x 2.1/r NAILS. APPROPRIATE `r• ROOF COVERING. FIE CAULK EDGES AND ENDS AS REQUIRED TO PROVIDE AN AIR TIGHT SEAL tide 1 TYPICAL FIRE RATED SOFFIT - + IL PARTY WALL r C CHANNEL OR RUNNER m INSTALLED PER o MANUFACTURER'S X SPECIFICATIONS10 x 0 1 0 2x BEARING WALL PER PLAN. SEE >C EXTERIOR FRAME WALL - SCHEDULE ¢ INTERIOR FINISH PER BUILDER'S SPECIFICATIONS 29 o x FIE RATED WALL SYSTEM PER DESIGN PLAN INSTALLED TIGHT TO ROOF SHEATHING. 0 0 0 0 W1 TWO HOUR FIRE WALL @ FRAME INTERSECTION w S1441*-W a r C CHANNEL OR RUNNER MIN. BM AIR SPACE INSTALLED PER MANUFACTURE" FIRE RATED ROOF SPECIFICATIONS SHEATHING PER PLAN BREAKAWAY CLIP oR TRUSS OVERHANG EACH ALUAINM ANGLE SIDE INSTALLED PER MANUFACTURERS SPECIFICATIONS WHERE REQUIRED PER UL EXTEND GYPSUM BOARDS PER FIE RATED WALL LLT72IPV/1, U9.98IPNQ, SYSTEM INTO SOFFIT AREA U34APW4 OR V344NPWS 11C/1TI/1AI A A ROOF SHEATHING I; . ATTACHED PER NAILING SCHEDULE A FASCIA PER PLAN G1'T+SLM BOARDS PER FIRE RATED WALL ATTACH CHANNEL FLANGE SYSTEM U373IPW1, U3961NM U947~ OR TO BOTTOM OF FASCIA W/ V344 PM MUST EXTEND INTO SOFFIT AREA- (3) I-I/V TYPE W SCREWS "M FRAMEIF EXTERIOR WALL IS INSTALL C CHANNEL OR RUNNER FROM BOTTOM OF PROVIDE SOLID BLOCKING FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE AS REOUPED TO INSTALL C FRAME OR 3l10' x 24W TAPCONS TO MASONRY AS I / / A - EXTERIOR WALL PER PLAN ORRVV344MM v YWl[T TWO HOUR SEPARATION 0 EAVES 111111111//0�0 M. m Ca 7 t C Z O 7 C W m O U iaz - ia0 - H M W 0 TH rc aC 7 CC 0 w xxi No. STAR-11145 t SGAIE: AS INDICATED w DATE: 09/08rJ] COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �L Design No. U373 BXUV.U373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to censuh the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning ahemate materials and aflemete methods of construction. Only products which bear LlUs Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U373 March 05, 2018 Nonbearing Wall Rating - 2 Hr (Area Separation Wall, See Items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A and 4B) Nonbearing Wall Rating 2 Hr (Protected Wall, See item 4B) Finish Rating - 120 Min. (See deco 4) • Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. I SECTION A -A SECTION B-a 0 © © 1 I Ki I W. I mo CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY CONFIGURATION a EXPOSED TO FIRE FROM EITHER SIDE AREA SEPARATION WALL: - (None sing, M. Height - 44 it) 1. Floor, Intermediate or Tap Wall-2-3116 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG ashy steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gaN steel having "IT -shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and flange width 1-12 n. 3. Gypsum Board" -Two layers of 1 in. thick gypsum wallboard finer panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "W-shaped studs. GEORGIA-PACIFIC GYPSUM LLC -Types TRSL, DGUSL PROTECTED WALL: (Bearing or Nonbeanng Wall, as indicated in hens 4, 4A and 4B. When Bearing, Load Resbkied for Canadian Applications - See Guide BXUV7.) 4. Woods Studs - Fa 2 Hr. Bearing or Nonbea ing Wall Rating - Nom 2 by 4 in., max spacing 24 in. OC. Studs cross -braced at mid -height where necessary for clip attachment Min. 314 in. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A. Steel Studs -(As an afemate to Item 4, not shown) - For 2 Fir. Bearing Well Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, men No. 20 GSG (0.036 in. thick) gal, 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 train and Steel Institute. All design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling backs with 12 in. long type S-12 steel strews an both sides of studs or by welded or batted connections designed In accordance with the AISI sped( ations. Tap and bottom track¢ shall consist of steel members, trim No. 20 MSG (0.0326 in, min bars 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 fo ad)aceru assertlbaes such as a floor, wiling. andfor other waft. Attached to floor and calling assembles with steel fasteners spaced not greater than 24 in. OC studs cross-b—c! with stud franeng at mid -height where necessary for cfip attachment Min 314 in separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 4B. Steel Studs - (As as aflemate to hems 4 and 4A, for use in Configuration B ony, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3 12 in. wide, min 1-1/4 in. flanges and 114 in. return, spaced a maz of 24 in. OC. Studs to be cut 318 to 314 in, less than assembly height Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG conostor-protected steel, min width to accommodate stud sae, with min I 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 cap attadiem. Mn 314 n. separation between steel framing and area separation wait. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Umdassified - Min 12 in. thick, 4 it vide, applied either horapntaay or vertically. Wallboard attached to wood studs (Item 4) with 1-1/4 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 crews spaced 12 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and pint compound. Nail or screw heads covered with joint compound. 5A. Plywood Sheathing or OSB - (Not shown) - As an aftemate to Item 5, Nominal 12 in, thick or greater plywood or OSB applied hormontaay or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joint shall be butted tight to form a closed joint Fastened to studs with nails or strews 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 hem 6. 6. Attachment Clips - Aluminum angle, 0.062 in. thick, men 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with nenimum one Type S ew 318 in. long to'H' studs and with minimum one Type W screw 1-114 in. long to wood framing or steel framing through holes provided inclip. Caps spaced a max of 10 it OC vertically between wood or steel framing and "H'studs far separation walk up to 23 it high. For separation walls up to 44 it high, dips spaced as described above for the upper 24 fL and the remaining wall are below required clips spaced a max 5It OC vertically between wood or steel framing and "W studs. 7. Batts and Blankets' - (Optional, now shown) - Placed in stud cavities, any glass fiber or mineral wod insulation, max 3.0 rid density, bearing the UL Gassitcaaon Marking as to Surface Burning Characteristics and/or Fire Resistance. See Bags and Blankets (BKNV or BZJZ) Categories for names of Classified companies. Indicates such products shall bear the UL or cUL Certification Mark for Jurisdictions employing the UL or cUL Certification (such as Canada), respectively. The appearance da canparry's name «Predict In MN dNaWae doer awl In eaeHavue Hut products so laedmka bvva berth merMacWM urger UL'a raawup s«wce. onrynwee «cards b.arma nth tIL man ahovM fie <anlaerm to a cernnea and <waee rim« ups rdhsatp serwse. ANan IarRM H,e MULuPmrmmksH, p,gte arya —cup etmHPeaolerutectl(am, bDaleaNtlwupbhpmLs exreserkl. In slsk.y]Hs. NkUrrcemms.rykutulWmh«utlmm Ien ultltMweplOtrtanMtlaMarNhsICroIasMrpnHesyfllinr) aerpltlupnarounmlingeereCPceebrutlrtnmy ekaudblbecwHtpenbrtr aVNsiemurryoNeaeyHaaaAmr-la Icn1aaUnIdrLmNiouonnreudc:aakt.n sTdLLun"pGmmMaareint aIerpfrlo, wv4num,Naol,arflaft acairylb Hw i DETAIL SHO GryTitllb �IjEETl6 Z> PUBLI�SY �t(1Ff."JyT 6 Q�kTr RIES). SIGN OANO )R ED F THE STRI €�rURAL ORTI HIS ORAOJMG 041. v ••••••••••• s • �� an i y `tw W el is .:. V • L U UJ 'f i O • � �`WV� • Q � J m 2 W U) U) Q J >J cM f` CM Z) w °0 w i � . y v w C c (9 n Z c O a� in OJ = c a NLU n0 u LU J 0 (A - w =0 aF I.- - w W Z K W < Q J N o lY y pe • za 0 sTRUCTURAL ENG: TH — DP QC CHECK: CC w JOB Nit. STAR-1T14a 2 aGLE: AS INDICATED ui DATE: 09/0&23 PW1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. U336 BXUV.U336 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consuhed in all cases as to the particular requirements covering the installation of the UL Certified products, equipment system, devices and materials. Authorities having Jurisdiction should be consulted before Construction. Fire resistance assemblies and products are developed by the design submifter and have been investigated by UL for compliance with applicable requirements. The published information cannot allays address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service start provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics conceming alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May 08, 2018 Exposure to fire from separation Wall side only Nonba.mig Wall Rating - 2 Hr (Separation Wall, See items 1, 2 and 3) Bearing Wall Raring 2 Hr (Protected Wall, See Rems 4, 4A) Nonbeadng Wall Rating 2 Hr (Protected Wall, See Rem 413) Finish Rating -120 Min. • Indicates such products shall bear the UL or cUL Certification Mark orjurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A,A SECTION B-8 O ,ftrSS= 1.1 o CONFIGURATION A EXPOSED TO FlRE FROM AREA SEPARATION WALL SIDE ONLY 3 FM4 0 0 0 Ohl o © o 0 CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Max Height - 66 ft) 1. Floor, Intermediate or Top Wall - 2 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced at 24 in. OC. 2. Metal Studs - Steel members formed from No. 25 MSG gaN steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2 in. and flange width 1-M in. 3. Gypsum Board' - Two layers of 1 in. thick gypsum board liner panels, supplied in min 24 in. widths. vertical edges of panels Motion fitted into "H" - shaped studs. CDC 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. 314 in. separation between mod framing and fire separation well, 4A. Steel Studs - As an altemate to Item 4 not shown - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs min. No. ( ) 9 9 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0,033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall rot 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 waded or boiled connections designed in accordance with the AISI specifications. Top and bottom on shall corsist of steel members, min No. 20 MSG 10.0326 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, all to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud framing at mid -height where necessary for dip attachment Min 314 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 4B. Steel Studs - (As as altemate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hv Nonbearing Wall Raring - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3 1/2 in. wide, min 1-114 in. flanges and 1/4 inreturn, spaced a max of 24 in. OC. Studs to be cut 3/8 to 314 in, less than assembly height Top and bottom tracts shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 inlong legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at mid -height where necessary for dip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. S. Gypsum Board - Classified or Unclassified - Min 12 in. thick 4 ft wide. applied either horizontally or vertically. Gypsum board attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC, vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.063 in. thick, 2 in. wide with 2 In. and 2-1/4 in. legs. Clips secured with Type S screws 318 in. long to "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. 6A. Clip placement (hem 6) for separation walls up to 24 ft high. Space clips a max of 10 ft OC vertically between wood framing and "H' studs. 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space dips as described in Rem 6A for upper 24 ft. Remaining well area below requires clips spaced a max 5 ft OC vertically between wood framing and'W'studs. 6C. Clip placement (Item 6) for separation walls up to 66 ft high_ Space clips as described in Rem 6A for upper 24 IL Space dips as described in Rem 68 for next 20 ft. below the upper 24 ft. Remaining wall area below requires dips space a max of 40 in. OC vertically between wood framing and "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 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. at u Is, The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Maximum one non -bearing 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 barrier. KNAUF INSULATION LLC - Type ECOSEAL Plus Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. CONFIGURATION B TM,ppnrarc, af, coap,m1 rome ar product In Wa —doer not In ene,nve once poGrcta a Mentmea love oath nweaeree der LL'a paaverp serwce. oMy mote pmWctt 1—trip eL matr e 1 a cavaerea eo a eemeea era covered wmv UL1 rgbwap serwc.. AMaya box brine EXPOSED TO FIRE FROM ETHER SIDE —on me prodreL cu pmMt ew repeoe -der metrrlr<ae xrw btheowrc cerencaoah oxacbry arelactbrile faroMnp cmaearo: t.TM rwea hNmelwt na,.mar+, eanmucners, oesga, •vteau, «ova e.mm<aeans Imetl nwrt N PeamteU w erek emrery and hr, r,artdtl W mrlrcr,.l, 14 maMgeaWn dtl<Beta for tr+ei4,ae4i. ere gala4 1leptreMM1om the. LedMlr�eana car ii—wit Pernlbtlon ham UL-Iwrappeu wtattrebee egracled purxYL In adOtlon.tlw 2pheed magdY muslN 1Weamppl�4 Mlce In ere bNVMnpbnnrt ^e 1h19 UL LLC COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of 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. VTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. u 0 N Q Z A auzd coXo W U) Z _J J E J Np H Z4s cis O� Cl) <; !i Cut 3 § z C� �a M. C V a + tit c Z o � � � N C to O U = Q Z - t-a3 - X r o W W Q smucluR,LLenc: TH oc cneux: cc 0 w JOa No. STAR-1]199 isuLe: As w01cATer w oATe: osroerza IUTIT14 Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. • Authorities having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics conceming akemate materials and alternate methods of construction. • Only products which bear UL's Mark are considered CerfifMd. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance ratings - ansi/ul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - can/ulo-s101 certified for Canada design pfteria and allowable variances Design No. U347 March 05, 2018 Nonbearing Wall Rating - 2 Hit (SEE ITEMS 5, 5A AND 58) (SEPARATIONS WALL, SEE ITEMS 1,2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 5 and SA) Nonbearing Wall Rating 2 Hr (Protected Wall, See items 5A and 5B) Finish Rating -120 Min. (See Rem 5) Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. r+RorecrEo wins 1 B 2 A 3 6 e I SEPARATION WALL, ITEMS CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION O EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -hearing, max height - 66 ft - see Rem 6) 1. Steel Track - Floor, sidew ill or top wall hack. Nom 2 in. wide channel shaped with nom 1 in. long legs, famed from No. 25 MSG galy steel, secured with suitable fastens spaced 24 in. OC. 2. Steel Studs ­H" shaped studs formed from No. 25 MSG gale steel having an overall depth of approximately 2 in. and flange width 1-3/8 in. 3. Gypsum Board' -Ttwo layers of 1 inthick gypsum wallboard liner panels, supplied in nom 24 in. widtta. 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 48. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Air Space -Minimum 3/4-in. airspace. 5. Wood Studs - For Bearing or Nonbearing Wall Rating - Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid -height where necessary for 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) gafv steel or No. 20 MSG (0.033 in. thick) primed steel, mid formed, shall be designed in accordance with the curets edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. A11 design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or oducer, and shall meet the requirements of all applicable local code . The max stud ig P< eq PW agencies. spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling bads with 12 in. kxg Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI spedficabors. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thic khess) 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. 5B. Steel Studs - (As an alternate to items 5 and 5A, for use in configuration 8 only, not shown) - For Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-12 in. wide, min 1-1/4 in. flanges and 1/4 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 from min 25 MSG corosion-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 midbeight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 6. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 ft wide, applied horizontally or vertically. Wallboard attached to wood studs (Rem 5) with 1-114 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to steel studs (Rem SA or 5B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. Horizontal joints shall be butted tight to forma 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 OSB - (not shown) - As an aftemate to Item 6, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted tight tolorn 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 heated. Aluminum clips shall be spaced as described in item 7. 68. Batts and Blankets • - (not shown) - As an aflemate to hems 6 and 6A, glass fiber or mineral wool insulation, min. 3-12 in. thick placed to completely fill the wood or steel stud cavities. When Batts and Blankets am use d m place of items 6 and 6A the max height is 54 ft and the aluminum dips (Rem 7) shall be spaced a max of 5 ft OC vertically. Min 3A in. separation between insulation and area separation wall. See Batts and Blanker (BKNV) category in the Building Materials Directory and Baits and Banker (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. 6C. Wall and Partition Facings and Accessories • - (not shown) - as an alternate to items 6, 6A and 68, 4 It wlde panes, applied vertically. Panes attached to wood studs (Rem 4) with 1-5/8 in, long steel drywall screws spaced 16 in. OC. Vertical joints located over studs. Joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. NATIONAL GYPSUM CO - Type SoundBreak Gypsum Board. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM -Types QuietRock QR-500, QuietRockQRr-510, QuietRock QR-525 BD. Gypsum Board` - As an alternate to hem 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 ships applied on both sides of single Steel Track (Item 1) at perimeter of assembly. Batten strips secured to studs with 1-1/4 in. brig Type S steel screws spaced 12 in. OC. Batten joints shall be butted tight to form a closed joint. As an option, entire sheet of gypsum board may be used in lieu of the battens. Clip placement as in item 7, 7A, 7B, or 7C. NATIONAL GYPSUM CO - Type FSW3, FSW, FSW-6. 7. Aluminum Clips - Aluminum angle, 0.049 in. thick 2 in. wide with 2 in. and 2-12 in. legs. Clips secured with type S screws 3/8 in. long to "H" studs and with 1-1/4 in, long screws to wood framing or steel framing through holes provided in clip. 7A. Clip placement for separation walls up to 23 ft high: Space clips a max of 10 ft OC vertically between wood or steel framing and "Fr'studs. 78. Clip placement for separation walls up to 54 ft high: Space clips as described in item 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 item 6A for upper 24 ft space dips as described in item 6B for middle 30 ft. Remaining wall area below requires clips spaced a max of 39 in. OC vertically between wood or steel framing and "H" shxs. 8. 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. tic. B. Item 6, above - Gypsum Board - Min. weight 1.5 Pat Shall be applied vertically and attached to studs with 1-1/4 in. long steel drywall screws spaced 16 in. DC. Joints and screwheads shall be covered with paper tape and joint compound. C. Item 7, above -Aluminum Gips - 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 bads, min. 0.80 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for Name of Classified Companies. E. Max Height of Separation Wallis 23 ft. F. The STC rating applies to Configuration B only. G. Steel Studs (hems SA, 58), Plywood Sheathing or OSB (item 5A and Item 9) and Bags and Blankets (items 6B) not evaluated as alternatives for obtaining STC rating. 8A. STC Rating - TheSTC Rating of the wall assembly is 69 when it is constructed as described by items 1 through 6, exceptA. Item 5, above - Wood Studs - Shall be spaced 16 in. OC. B. item 6C, above - Wall and Partition Facings and Accessories' - Type QuietRock QR510 panels shall be installed, C. Item 7, above -Aluminum Clips -Spaced a max of 10 ft OC vertically. D. Batts and Blankets' -Tthe cevifies formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation baits, min. 1.0 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Bads and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies, E. Max Height of Separation Wall is 23 ft F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 5B), Plywood Sheathing or OSS (Item 6A and Item 10) and Batts and Blankets (kerns 6B) not evaluated as alternatives for obtaining STC rating. 88. STC Rating - The STC rating of the well assembly is 70 when it is constructed as described by items 1 through 7, except: A. Item 5, above - Wood Studs - Shall be spaced 16 in. OC. S. Item 6C, above -Wall and Partition Facings and Accessories* -Type QuietRock OR525 panes shall be installed as described in item 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 baits, min, to pcf See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Se ration Wall s 23 ft 9 pa F. The STC rating applies to Configuration B only. G. Steel Studs hems 5A 5B Plywood Sheathing or OSB Item 6A and Item 10 and Batts and Blanker Rem 68 not ( 1. Iwo 9 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 stud cavity. 10. Plywood Sheathing or OSB - (Optional) - Min 12 in. thick plywood or OSB applied horizontally or vertically to "H" studs on area separation wall side of Configuration A or Configuration C. Vertical joints located over studs. Fastened to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. ' Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. TMe appurtrc• a ­W, W,rc « Proarcr In sus mumu mu nn1 toImxauw•ism potr "14ertllle11- Been mmMlacluM uaa rarlow4V semis. Omy Onrc proarcrs strip sre UL mart sueka4 a corcmer•s W W Cpana am cewmw uMs UL'a rallewap 5- Ax v UL p-me rcpaMurtlm ar Uu rrcmrlM camaiwa In ik dNrc Gives- psecrary aWlect m Uu bllaMrq carOMma: 1. Toe Gist Mamrtllve Aa iiiiNa, Cmmu . pealpu, iyaeema, r xerss trMeal mac a pesemeI In srlr-dy aM In a rruwrxaraeMg rrcmrea, i,-t my InnrlDrMrlon W tlr Ara ka tr.eAgal 2. s. Oremmt'Repsnhs nom ee-0. demseasona OlrMpy •err Oermlubn tun UL-nautapper aQrzrtume aatuRe4 rMxlal. In asJtlan, tine reprinN4 mab4al must Nwiuee a c•pydod __ In era blloMnp fmrct ro 2M18 u LLC DETAIL J m 2 W U) U) Q J >J OW C 7 OD O EC u • S STRUCr: DP Q (ZC CNE- CC 0 w ADS No. STAR-17149 i scLL: AS INDICATED w DATE: 09AM123 =o PW4 �o COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. V344 112022 UL LLC BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer • Authorities Having Jurisdiction should be 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 submifter and have been investigated by UL for compliance with applicable requirements. The published information cannot allays address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff Provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics conceming alternate materials all aftemate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance ratings - anstiul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - can/ulos101 certified for canada design criteria and allowable variances Design No. V344 February 04, 2022 Nonbeadng Wall Rating - 2-12 m Hr (Area Separation Firewall, See hems 1, 2, and 3) Bearing or Nonbearing Wall Rating 2-12 Hr (Protected Wall, See hems 4 and 5) Finish Rating -1120 or 150 min, see item 5, 5A and 5B) Indicates such products shall bear the ILL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Exposed to Fire from Either Side Side A Side B 1-12" Type G Drywall Laminating Screws Nrec>� 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, forced from No. 25 MSG gall steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Framing members formed from No. 25 galy steel having "H" shaped flanged spaced 48" O.C.; overall depth 2 in and flange width 1-3/8 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 items 4 and 5. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Wood Studs - Bearing or Nonbearng Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in, face parallel or perpendicular to gypsum board (Item No. 3). Studs cross -braced where necessary for clip attachment Min 3M in. separation between wood framing and area separation firewall. 4A. Steel Studs - (As an alternate to item 4, not shown) - For Bearing Wall - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3. 12 in. wide, min No. 20 GSG (0.036 in. thick) gall steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer arxf/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 Poor and ceiling tracks with 12 in. long Type S-12 steel screws on both sides of studs or by welded a bolted connections designed in accordance with the AISI specifications. Top and bottom hacks 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) gal, steel or No. 20 MSG (0.033 in, thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross -braced with stud. Min 3/4 in. separation between steel framing and area separation wall. 4B. Steel Studs - (As an alternate to items 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from min. 25 MSG corrosion -protected steel, min. 3-12 in. wide, min 1-1/4 in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 in. to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC. max. Studs am -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 alternate to Item 4, 4A, and 4B) - For Nonbearng Wall. Proprietary channel shaped studs, 3-5/S in. wide spaced a max of 24 in. OC. Studs supplied with proprietary top and bottom hacks, min width to accommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be cat 3/4 in. less than the assembly height and installed with a 12 in. gap between the end of the stud and track at the bottom of the wall. 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. CALIFORNIA EXPANDED METAL PRODUCTS CO - Vipe25 TM CLARKDIETRICH BUILDING SYSTEMS - CD ProTRAK CRACO MFG INC - SmartStud25 T. IMPERIAL MANUFACTURING GROUP - Vipe25 TN MARION/WARE, DIV OF WARE INDUSTRIES INC - Vipe25 TN STUDCO DUILDING SYSTEMS-CROCSTUD 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 fl wide, applied either horizontally or vertically. Gypsum board attached to wood studs with 1-114 in, long steel drywall nails spaced 8 in. OC or 1 in. long Type W coarse thread steel screws spaced 12 in. OC. Joints may or may not be covered with paper tape and joint compound. When minimum board weight is less than 1.3 Ibs/ft2, Finish Rating is 120 min. When minimum board weight is 1.31bs/It2 or greater, Finish Rating is 150 min. 5A. Plywood Sheathing a OSS - (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 form a closed joint fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Finish Rating is 120 min. When used in addition to hem 5 Finish Rating is 150 minutes. 5B. Batts and Blankets • - As an alternate to hems 5. Glass fiber or mineral wool insulation, min. 3-12 in. thick placed to completely fill the wood or steel stud cavities. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. Min 3/4 in. separation between insulation and area separation wall. Finish Rating is 120 min. When used in addition to hen 5 Finish Rating is 150 minutes. 5C. Loose Fill material' - (Optional) - To be used in addition to Items 5, 5A or 5B. any loose fill material bearing the UL Classification Marking for Surface Bunting Charactenstim. 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 all area separation wall. 5D. Fiber, Sprayed' - (Optional) - To be used in addition to Items 5, 5A ro 5B. The spray applied cellulose fiber is applied with water to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product with nominal dry density of 2.7 lb/ft 3. Alternate Application Method: the fiber is applied without water or adhesive at a nominal dry density of 3.5 lbi t3, in accordance with the application instructions supplied with the product. Min 3/4 in. separation between insulation and area separation. U S GREENFIBER L L C - SANCTURAY, FRM, INS735, NS745 AND INS75OLD for use with wet or dry application. iNS515LD, INS541LD, INS51OLD, INS76SLO AND INS773LO are to be used for dry application only. 6. Aluminum Clips -Aluminum angle, min. 0.063 in. thick min 2 in. wide with min 2 in. and 2-1/4 in. legs or min. 0.050 in. thick min. 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with min. No. S. 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 firewals up to 23 ft.high. Start at roof line and space dips a max of 10 ft Limitation OC vertically between wood or steel framing and'H'studs. 44 R Height Clip placement (hem 6) for separation flrewalls up to 44 ft. high. For the upper 24 ft of the well system, space Limitation the dips 10 ft. OC, and then 5 ft. OC for the remainder of the wall below. 66 ft. Height Clip placement (Item 6) for separation firewalls up to 66 R high: For the upper 24 ft. of the wall system, space the Limitation dips 10 R OC. On the next 20 ft, below space the clips 5 ft. 00, and then 40 in. OC for the remainder of the wall. 7. Laminating Screws - Gypsum boards (Item 3) are secured to each other with 1-12 in. long Type G laminating screws from both sides of wall in between the H studs. on both sides of the wall rows spaced 24 in. OC with a maximum dimension of 12 in. from the top and bottom 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-studs. On the other side of the wall each row contains 2 screws located 16 in. from each face of the H-studs. Refer to Illustration. B. Non -Bearing Wall Partition Intersection - (Optional) - For wood framing - Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 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 1 Do nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in, wood stud fastened with 3 in. long 1Od nails spaced a max. 16 in. OC. vertically. maximum on non -bearing wall partition intersection per stud cavity. Non -hearing wall partition stud depth shall be at a minimum equal to the depth of the well, 9. Culking and Sealante - (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 (item 3) to create an air banner. 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 Certficaton (such as Canada), respectively. Last Updated on 2022-02-04 The appeavnc<N can W, mm• m proMtct In Mn EaU , does twit In mereagaveMA pi-w IdeMtned Mw h•ar m.mxacUxeduMe, W, nallorw SerN Only Maas Pnni- beanim Me UL mark almad De conaMered to tr CeNOM all cavae1 order UL'a FonowUp 3-ce. ANnp look ran Me Wd, m Me UL M.ft, Me Wndmilm W lot ­1 irl In Me Online C•r #. Olreclwy slated M Ule rannnne coMxlaru: 1.TM Oude IrMmdlon, Asaemeka, eondn-,. oexlsns, mama. a Yn, C• fffl adma Mln) nn d W ,nnemed In Mao- e,lin xy and In a,rmmlaleMl,q menw, wla,ov arty meMgYtlan d Me data ten drawa^9.4 3. tln -n'R•pd rrom an Online oinini eaa Unclary vda, perMs ham UV must appear •dJu bMa <dracW nw1Me1. M .-I-Merepd--d mart Incllde aka Ight-In Me rail ni; farmd:UL LLC Rpdmed Rom tiv OnYn Pmn®ion Ran UL c.dir r n. wR - DETAIL SHOWN ON THIS SHEET IS PUBLISHED BY UL (UNDERWRITERS LABORATORIES). SIGNEDAND POEALED FOB J1'tfJ './G T . SIN t® �� O ®� o till • • ` `, K • W Q O • � � • r $' M. y C M a Z o 7 N U M m J - . 2 Z =}al) - 0 1- M W Q 3 STRUCn DP cc CHECK: CC 0 w JOB No. STAR-17149 w,. SCPLE: AS INDICATED f 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. PW5 SINGLE SDWC ROOF TO WALL OR BEAM INSTALLTION SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION N.T.S. evemang =_ Thu 7 ' _ �• l • DOUBLE SDWC INSTALL: CONFIGURATION A N T.S. SDVVCIrY"' at rngle/doubte botbm plate over wand Door Bottom plate (Wide face fsad) Subfl— RIM joist / Blodang SDVXIS6w at double top plate (Wide face of stud) 01141 IN ••• - •it WK SMTOWU. RATE CD?tlECtllAl00WOOD FLWR N.T.S. Rafter b Top Plate shw Truss tc Top Fists similar Op5ma122Y' 30' Y'Ma SDWC156 00 Yt 1, Shpdme(oft.mybsNopedtIplo dhdsalpel2.'12pl h d mulb.TYdlimrfaL 2. Rebral®rbbl4faY•W90mYehtlhe, SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE SINGLE WK ROOF TO WALL OR SEAM INSTALLATION RANGE N.T.S. ►1= _ `_•mil, �_7c_. K�if7.� :�I�L F DOUBLE SDWC INSTALL: CONFIGURATION B N.T.S. W 8owc (WEtlsFodS.d) Ndx BMdRpBtOOlnplenalonl.arl9,rMn0Mrnrrrr. SDWC EDGE DISTANCE AND SPACING INFORMATION NOW Reblro deld 2mtrhll.ldm s{ js Yr OPT. SDWC INSTALLATION - TRUSS/RAFTER OFFSET FROM STUD OPT. SDWC INSTALLATION-TRUSSIRAFTER OFFSET FROM SM N.T.S. V TRUSS OR RAFTER t.VER'%. (2) SDWC 15600 -1' 1?-1' OPT. SDWC INSTAU ATMTRLIS&WTER OFFSET FROM STUD N.T.S. SDWC EDGE DISTANCE AND SPACING INFORMATION N.T.S. SkVbSO/LC& nslfpbsmw P. rd MMmnrrL 1T m Y.rt SDWC1S130stsm aasrdor•tay. sOWDlsegorr OIL1rmisedora (3) BOND pA•dmn d2 SOWC pwdb of dtd) GABLE RAFTER TO TOP PLATE SHONM END (TRUSS TO TOP PLATE SIMILAR) TRUSS SCREW TO BE INSTALLED INTO THE CENTER OF THE GABLE END BOTTOM CHORD g0 12' MIN DO NOT ®INSTALL 60" IN HATCHED AREA I SDWC15600 I� I .-- 12' MIN I��-�jll--- ,�/4• MAx OVERHANG NOTE' SLOPED -ROOF RAFTERS MAYBE SLOPED UP TO AND �INCLUDING A 1212 PITCH AND MUST BE'BIRDSMOUTH' CUT. 2a l OPT. SDWC INSTALLATION RANGE CONFIGURATION B (TRUSS OFFSET VNTH STUD) X X INSTALL THROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH SCREWS INSTALLED VERTICALLY 25' INTO THE CENTER OF THE TRUSS/RAFTER FROM THE UNDERSIDE OF TOP PLATE, 12' TO 1' FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3/4't IW 3/4'S 1/4' OIfMY•INiSamfwpid. 00-122Yi' 30' 10' 0' T I II Spice rrry be In 14pr 311.• cwk . plsb 14'n*d.—sops 01-10 d vaW N Wl.l an pLpb Mr&nm EdpsDYlroad 9p10aOlbdRapirlwY R.W SDWC SCREW TO STUD - NARROW FACE 3•=1'0' Rafter or Truss Y• m tlilNrxe I values (will, oSplice may be m upper or Im— plat .fth.. a pate apl�) OffsetY.' from top plate splice ter full values SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE N.T.S. Ogims122Y' tm lY 30' L TA =1-4. 80AC15.00 eBdbDadbTapR4s VftF.rd*4 Nds: 8.a1tM11tls by pbb. elb.n 8hdbrdeMOLtle babas pbbs Iw rmdMord10s. SDWC ST111:11,40-TOPMOMM PLATES CONNECTION SDWC STUD-TO-TOP/BOTTOM PLATES CONNECTION N.T.S. METAL INSTALLATION Z GUIDE TOOL a ev a 7 U !I..TA.LLATION IDEANNEL Z z Bbol-AIbIt•rn1.WYl.lalron (Yldttlatl)we,MtnaraL.11r,.d c SbpI pltlsf.d 4pdN8bapNMM SCIVCb arelpstle tl.a.ds ```,,11"�'/,'�'�� SfeP22-WMMcslI1A bdrWV.S WG•dWYwfle—hdkftt gL b v�0o YI.d+♦r#.,,.W 'jam (� h.TM 1(r,0W(bW ddd11.}0— ItYCYOWone r. VW Is MCYBm eee•eeeeeeee grids bd mybafemwd. � s �'� S4�3-Mt. the SDWCtad ft heddlMfuMrrbful7tasatWwiMb � Gjl�' p . ��i aaebbplMelaVeMtlWI..ft.h.*d#.16.1 erl.h.bWInb...W II C� mrror. � *, SD= WSTAL ATION INIMLJCTIONS T " 3Uj J (ROOF TO WALL) SDWC ISTALLATION INSTRUCTIONS (ROOF TO WA* _ co o Pressure Vested sill SDV C%4WdS1 Fidcaeca. RM[BUdIEOs•" (FNs F. .F" Nac ON pbb erdarbtO-Mm ra d.-trrisy. SDWC STUD -TO -SILL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION NCTW 1. STRONOARME SIRUCTLPAL WOOD SCREWS FOR 7RUSISPAFTER. SfUPN?IATE, AND FUCIMTOROOR CONNECTIONS ARE MAMIFACTIIRED AND TRADEMARKED BY 'SI PSON STRONG -TIE COMPANY. INC. HOME OFFICE SM W. LAS POSITAS BLVD., PLEA4ANTON, CA 94M TEL (800) 90➢GOBB, FAX: (925) 847-15P 91 WOM STRONG-TE COMPANY, NC.' 19 AN ISO 90M REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TOTIEAPPROVAL OF THE LOCAL BUILDING DEPARTMENT. A THESE PRODUCTS ARE PART OF THE OVERALL WIND LPLIFT FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BU LDBMsB MAN W40 FORCE RESISTING SYSTEM, NCLW WG THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND. IS THE �ONSIBMJTV OF THE SPECIFIER. 4. ENGINEEROF RECORD IS PEtlMRTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. & THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. CONDITIONS. ETC . PRIOR TO INSTALLATION OF ANY STRONG -DRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. F ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPEC FOR CLARIFICATION PRIOR TO CONSTRl1CTKK ONLY COMMON HEEL TRUSSES W/ A MN 3-10 OVERHAND CAN 119E THESESCREWS MOM HE L/TAL BEAR•!O, ETC. MAST 118E COMMOIL METAL TRUSS COeECTORB PERCOM ECTE1tSCHEDLLE & INSTALLATION OF PRODUCT SHALL BE DOHS N COM FORNANCE TO THESE TIRAW11M THE PEEOR/ANNCEOF MODIFIED PRODUCTS OR ALTERED OWALLATION PROCEDURES ARE THE SOLE RESPONSO fTYO'THE FRAMNGIGEERALCONTRACTOR CONTACT FOR IF INSTALLATION •61RUCTIONSARE NOT FOLLOWED. 7. SWOON STRDNGTE COMPANY. ING RESERVES THE RIGHT TO CHANGE SPECIFICATIONS. DESIGNS. NO MODELS WITHOUT NOTICE OR LNBLRV FOR SUCH CHANGES. e. ALL HARDWARE CALLED OUT 0 SIPSON SfROKsE T S. ES DOUBLE TOP PLATSPILL BE FASTENED PER DETAIL wipowsD2 10.CONTRACTOR MAV USE SMPSON WWCIWW SCREW ONLY FOlOWING CONFIGURATION (A) OR (B) THIS SHEET N LIEU OF SMPSON H10A OR SIMPSON H2.3 FOR COMMON OR AU XTRUSSES WHERE UPLIFT DOES NOT E7UEED (1195 2.) FOR DFISP OR (1045 be) FOR SPEW N.T.S. p�p Z iH E �J� �o 0J �F �j Q F Jf Q C` Q� IL 0to WZ oWE 2E 9n M. o � v + Z O 7U Q = N C W m O OLUZ - = W 2 T}ao - (�F-H TWO IL TH K OC CHECK: CC w .pB No. STAR-11149 2 SCALE: AS INDICATED w wTE: ogm6¢3 NOT USED " " .= SDWC ♦- 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. NOTES SDWC/F STRUCTURAL ASSEMBLY 1.8 LW IP r N.Ts. 25rlir Il 1.b 1.c 1.a Drive the SDWF screw vertically (90' t 2°) into the center of the upper -wall bottom plate. 1.b Once SDWF has passed through upper -wall bottom plate and floor sheathing, make sure SDWF is still vertical (90" t 2°) prior to driving SDWF into lower -wall double top plate. Adjust if necessary. 1.c Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. Blodug or Iiim Jost OIn aDWF11�must be WW' Zon CODES: SDWF: IOC -ES ESR-3046 TUW: ICC-ES ESR-2320 SDWF model number per detall 6 WTWJi- L—waltopplataapiced— Erd DWr09 Note: Studs, floor joist, bbakirg and studio -plats connections not shown for clarity. TYPICAL SDWF-TUW INSTALLATION N Tb& Note: SkxWD-plate connections are 1' Msdrim required to WnpleW the load path and are not shown for darily. Studs, Post and blc per Designer Double SDWF shale (Single SDWF TUW sMar) SDWFTLIWOONWRATED LOAD REMNT ATCONTINl1W5 WALL N.T.S. 2. Slide the TUW (provided) over the SDWF screw head and center using locator tab as a reference. Orient locator tab so that it points toward the outside of the wall. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2Ys' Simpson Strong -Tie Strong -Drive SO screws (provided). 1. STRONG -DRIVE STRUCTURAL WOOD SCREWS FOR TRUSSIRAFTER, STUD -TO ­PLATE, AND FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY *SIMPSON STRONG -TIE a COMPANY, INC.' HOME OFFICE. 5956 W. LAS POSRAS BLVD., PLEASAWTON, CA 94588 TEL- (800) 999.5099, FAX (925) 847-1597.'SIMPSON STRONG -TIE COMPANY, INC.- IS AN ISO 9001 REGISTERED COMPANY. 0 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL. BUILDING DEPARTMENT. w 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE w STRUCTURE. DESIGN OF THE BUILDING'S MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER o 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 f and t , .� P 0000so•o �7 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 �% ••• oa d CONSTRUCTION. w • 0 6 s 50 .r 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE • N PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE CIS U RESPONSIBILITY OF THE SPECIFIER 0 o 7. SIMPSON STRONGTIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, + 0' AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. a Z �� h 0N 09 T z 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. 00 0 o a• `��� Zi PLATE SFIOIM4 SUNF lWkYBE OFFSET FROM Vt3rfIC/�L2'W1x O Allowable Joist Depth Below (in.) Model No Single Bott. Plate Double Bott. Plate o Min. Max. Min. Max. i SDWF2716-TUW 8-1/210-1/2 6-7/8 9 �0 SDWF2720-TUW 12-12 14-12 10-7/8 13 a SDWF2724-TUW 16-1/2 18-1/2 14-7/8 17 w SOWF2726-TUW 18-12 20-1/2 16-7/8 19 `o w 0 F Z z a- > rY 1. Jost depth listed based on the % subllcor and 3" of treed penehallon into double oat- Z Z See L-F.SDWFALTHT letter for 11 Y47,117/e and 16- joist depths. SDWF ANGLE LIMIT INSTALLATION & ALLOWABLE JST. DEPTH N.T.S. NOW Std4 pt b connectiors are regtem complete the bad path t are not shown fordarity. Double SDWF shol (Single SDVVF-TUW 6 SDWF-TUW CONCENTRATED LOAD RESTRAINT AT CORNER 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrivel N.T.S. SDWF-TUW 3 U.S. PATENT x 8,276,323 The Strong -Drive SDWF is sold as a kit that Includes: OUTS ID (25) SDWF wood screws view De WgLL (25) TUW take-up washers (100) #9 x 2h* Strong -Drive SO 5. Check to ensure the proper engagement of the structural -connector screws TUW tabs to the SDWF screw shank using the • stie hex driver bit screw depth guide (provided). The measured gap • Yi hex driver bit shall be no greater than 9/32" and no less to s/3Z'. Screw depth guide to ensure proper SDWF engagement with TUW - �Tl1W INSTALLATION AND PRODUCT INFORMATION 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. W< Z O 2m0 = Lu Z H IL 3 X�O X W O �aN U) ao � sTRucr: DP a xaceac a 0 w JOB No. STAR-171i8 i SULE: AS INDICATED W DALE: 09INM a 01 U SDWF 2x WALL FRAMING PER PLAN OR SOLID ( PANEL SPLICE W! COLUMN AT PANEL SPLICELOCATIONS MAXIAP BETWEEN PANELS BETWEEN PA PLIES NAILED COLUMN PLIES NAILED C PER WF=8D2 NAILING PER WALL SHEATHING7 WF10/SD4 AND NAILING PER PLAN PO VERTICAL PANEL SPLICE DETAIL ALONG W / N.TS ti OW ®h3 I- x INSTALL FIELD v INSTALLED TOP PLATE (2) 0-148" z 3" @ 3" O.C. PER WF07/SD2 Z. < 48" PAST SPLICE 8• EACH WAY A MAX. A WALL SHEATHING SHALL RUN CONT. FROM EACH WALL FACE TO CORNER. B B INSTALL FIELD MAX. W GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WF07/SD2 PO TOP PLATE DETAIL AT CORNER N.T.S. NOT USED WALL SHEATHING PER WF10/SD4 (2) ROWS 0.148•x 3' NAILS @ 3' O.C. PANEL TO PANEL (1)ROWS0.148"x3" - NAILS @ W O.C. EACH FACE OF CORNER AS (2) ROWS 0.148'x 3' DRAWN. ALTERNATE NAILS @ 3. O.C. EACH ROWS AS RECUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRAWN ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL WALL SHEATHING PER WFiO/SD4 (2) ROWS 0.148x 3' TOP PLATE NAILING NAILS0 3"O.C. SPLICE LOCATIONS PANEL TO PANEL PER WF07/SD2 WALL SHEATHING SHALL RUN WONT. WALL SHEATHING PS WF1 �� WALL SHEATHING WALL SHEATHING PER FROM EACH WALL CANT. WF10/504 FACE TO CORNER (1) ROWS3- FROM EACH FROM EACH WALL FACE TO CORNER. ROWS 0.148.E 3' MAX. EE GAP BETWEEN SHEATHING O,C•x A NAILS 3' O N EACH FACE OF CORNER AS MAX. 1/8' GAP N NAILS @ 3' O.C. EACH DRAWN. ALTERNATE BETWEEN SHEATHING FACED CORNER AS ROWS AS REQUIRED DRAWN. ALTERNATE NOT TO CROSS NAIL ROWS AS REQUIRED NOT TO CROSS NAIL NOT USED VERTICAL PANEL SPLICE DETAIL VERTICAL PANEL SPLICE DETAIL (OPT.) INSTALLE1 PER WFU7 SECTION A -A INSTALL FIELD INSTALLED TOP PLATE PER WF07/SD2 (2) 0.148x 3•NAILS (2)0A48'x3•NAILS - FROM PLATE TO EACH FROM PLATE TO EACH STUD @ CORNER STUD @ CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING I I I ' NOTE: SHEATHING NOT SHOWM JI-'LV-NI-'L NOT SHOWN SECTION B-B N.T.S. HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H2z6 (2)2x6 M2 SYP H4x6 3.5x5.5' AFP 1.6E SHORT SPAN HEADER H2z6 (2)N892 SYP H4x6 3.5'.S.S"AFP 1.6E SHORT SPAN HEADER 1-1200 (2)2x10#2 SYP H4z10 3.5'x9.6' AFP 1.8E SHORT SPAN HEADER H2z12 (2)2z12 k2 SYP H4z10 3.5"s9.S' AFP 1.8E SHORT SPAN HEADER 1. WHERE SYP p2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.6E SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.6E SHORTSPAN HEADERS $HALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 1600000 psi, FB =1500 psi, FV= 175 psi, FC-PERP = 650 Psi. 3. AFP 1.6 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES 8 CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. C TOP R SPLICE C PANEL SPLICE W/ MAX 1/8" GAP 1'-0"MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE (2) 0.148'x 3" NAILS EITHER SIDE OF PANEL SPLICE TOP PLATE SPLICE / ATTACHMENT DETAIL N.T.S. SHOP -ASSEMBLED PANEL NOTES: PANELS ARE "PRE -ASSEMBLED" IN THE SHOP FROM INFORMATION SPECIFIED ON PLANS SEALED BY THE ENGINEER OF RECORD, AND ARE NOT INTENDED TO BE AN ENGINEERED PRODUCT. MATERIALS SIZES AND GRADES, DIMENSIONS, CONNECTIONS, FASTENINGS, ETC. ARE ALL AS SPECIFIED BY ENGINEER OF RECORD FOR THE STRUCTURE. THE ONLY DEVIATIONS FROM PLANS SEALED BY THE ENGINEER OF RECORD ARE SHOWN ON DETAIL SHEET WPt. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. 2x WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WP01 THIS SHEET) NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED WALL Z PANEL W/(2)0.148'x 3" O NAILS @ 8" O.C. (FOLLOW NAILING V REQUIREMENTS THIS DETAIL FOR ALL TOP g PLATE SPLICE O LOCATIONS) w 2x TOP PLATE PER w PLAN(TYP) Z L z ````��,IIIIIIIII�I fffff r ff ff u ATTACH ALL STUDS O I.N wf I TOP AND BOTTOM VR (3)0.146'x3-1/4'N S �, � n4 = _ (TOE Oft ENO NAIL) U * - 0 ((pp(( W _ COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. n I F 7 L s HE ;a a IX "Q' 9_ LL. i W J Q$ F W H LU /'L( G LL W L Z � NLU W 'w= a ` a 1 2f S w Ln fp C Iw I= O Ir 0 Z� J ' p NCO m J � 2 =aZ - W o =a0 0z - U I W J X Z W J O z0 Q a a_J} F v) eo F Ii E p STRUCTURAL ENG: TN vi DRAFnNO: w STRUR: OP QC CHECK: CC p w 4C8 No. STAR-17149 I SCALE: AS INDICATED W WTE: p910623 6 Q Q WP1 STANDARD (3) 2X72 MIN. (3) 21 SYP 92 STRINGERS W/ STUDS REI Q END SIMPSON A34 CLIP TO OF LANDING Wd MIN. IS, FLOOR SYSTEM 0.162' x 3-12' NAILS FROM (2)202 SYP#2 HEADER TO BUILT-UP STUD COLUMN STANDARD(3)S72 SYP#2 STRINGERS Wd SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING f 1 MID SPAN BLOCKING F TO MATCH JOIST DEPTH W/ (3) 0.148' x 3' TOENAILS EACH END (2) 2X72 SYP#2 BEAM PER SCHEDULE REDT) END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UPC LUMNS BELOW OR I ALTERNATE HANGER IL RIGHT OF THIS SEE TABLE FORMAX. D DETAIL WIDTH OF LANDING A -A PLAN VIEW @ 90 DEGREE TURN LANDING MIN.(3)2x SYP#2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING RE D OF LANDING END OF LANDING W/ MI z MIN. (8) BEE PLAN FOR DEPTH NAILS FROM (2)2x12 SVP# HEADER TO BUILT UP STUD COLUMN OPTIONAL 2)2x12 SYP#2 ATTACHMENT TO CMUA.EDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2MUC210-2 W/ (18) 0.162' z 312" NAIL TO LEDGERSUPPORT AND (10)0.148' x 3' NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2MUC210.2 W/(18) 114"x31W TAPCONS TO CMU AND (10) 0.14W x 3" NAILS TO (2)S12 SYP#2 HEADER STANDARD (3) 2X12 SYP #2 STRINGERS W# SIMPSON A34 /A35 CUP TO FLOOR SYSTEM & LANDING FRAMING ( LINE UP 2xJDIST IN S" MIN. LINEETH MIDDLE 202 STRINGER TO SE UTILIZZED AS BLOCKING MIN. S8 SYP#2 JOISTS O @ LANDING 016-O.C. W/ SIMPSON A36 OR S LUS26 HANGER ON EACH SIDE x ?l O - z n 10' MIN. MIN. S8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) ,p 0.167 x 3.12" NAILS @ 16" O.C. MAX TO EACH STUD. (2) 1/4' x 31/4" TAPCONS ® 16' O.C. MAX FOR MASONRY STAIR WINDER DETAIL WALL) �- 314" PLYWOOD OR OSS SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES WIN MIN. SB SYP#: LEDGER (P.T. ATTACHING TI MASONRY WA - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.148' x 3' TOENAILS EACH END SIMPSON A35 - SEE PLAN FOR CONNECTIONS MASONRY WALL OR WOOD WALL MASONRY WAL FRAME WALL B IN. S8 SYP02 JOIST (P.T. IF TTA I T MAS Y SCHEDULE REO'D a END OF MIN. S8 SYP#2 JOISTS A CH NG O ONR WALL) CONT. LEDGER w/ (3) LANDING FOR STRINGERS TO ® LANDING a 16-0.C. 0.162^ x 3-10 NAILS @ 1S-O.C. CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR MAX. TO EACH STUD. ((2) DIRECTLY ON BUILT UP LUS26 HANGER ON COLUMNS BELOW im .3.1/4^ T ALTERNATE HANGEERR EACH SIDE MAX. FOR MAPCONS ASONRY WALL) RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING \ SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4' O.S.B. W/0.131'x2-12^ NAILS W 3" O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYR 202STRINGERSONE -� ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA STRINGER TO LANDING S ATTACHED TO STRINGER W 2 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2.8 P.T. SPF #2 (MIN.) LET4N FASTEN TO SLAB USING MIN. (6)1/4'x3-1/4' EVENLY SPACED TAPCONS ® MIN. END DISTANCE OF 1-10 A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH A z PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMUAEDGER IN LIEU OF BUILT UP COLUMN WOOD: H1.1210-21HuC210-2 W/ (18) 0.162" x 3-10 NAILS TO LEDGERISUPPORT AND (10) 0.148' x 3" NAILS TO (2)202 SYP#2 HEADER MASONRY: HU210-2MUC210-2 W/ (18) 1/4'k 1/4'TAPCONS TO CMU AND (10) 0.148" x 3' NAILS TO (2)S12 SYP#2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2X4 SYPd2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) 0.148' x 3-I/4' NAILS Q 16" O.C. PENDING LANCING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT A INFORMATION. (3) 0.162" x }10 TOE -NAILS S JOIST (P.T. IF III (2) 2xl2 SVP#2 BEAM ATTACHING TO MASONRY WALL) CONT LEDGER w/ III PER SCHEDULE @ END (3) 0.162' x 3-117 NAILS OF LANDING FOR i6' O.C. MAX. TO EACH (III STRINGERS TO STUD. ((2)IW.3-IW III 1 CONNECT TO. BEAM TAPCONS ® 16' O.C. I I I I TO BEAR DIRECTLY ON MAX. FOR MASONRY I I I BUILT UP COLUMN WALL) BELOW. III WOOD OR MASONRY WALL SEE PLAN FOR MIN. (3) 2(4 SYP d2 MORE INFO COLUMN S JOIST PER SCHEDULE S P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO'N''''� BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (d2 SVP) JOISTS (#2 SYP) MAX W10TH OF LANDING 17-0" OR LESS (2)2,12 2- NOTE 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THECURRENT EDITION OF THE FBC. 2.(2)2x12 SYPd2 SEAM IS REQUIRED AT THE OUTSIDE FACE OF THELANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL QrPLY BEAM TOGETHER USING (3) 0.148' x 11/4' NAILS AT W O C. 3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. 2z4 CONT. TOP PLATE ATTACH TOP PLATE TO 2.4 #2 SPF STUDS p SEE ARCH PLAN {3-y-}- I I STUDS W/ (2) 0.162' x 311? 3}" 2x4 CONT. TOP PLATE 24' O.C. - MAX. 4'-0" ABOVE FLOOR TOE -NAILS PLATE TO 214 02 SPF STUDS W 24' STUDS W/ 2) 0./623.10 x O.C. W/(2) 0.14W x 31W TOE -NAILS 2x8 VERTICAL Q 8'47' NOTCH SILL PLATE I TOENAILS BOTTOM O.C. MIN, AND ANY FOR VERTICAL SILL PLATE w/ (2) I NOTCH SILL AND S4 92 SPF STUDS @ 24' OPENING. WITH 0.4 0.148' z 3' NAILS @ 4' PLYWOOD FLOORING O.C. EVERY OTHER HANDRAIL KNEEWALL O.C. NOTCHED S6 ( ® I TO ALLOW VERTICAL STUD TO BE ATTACHED 2. L-BRACE WY 0.118' z VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR TO I -JOIST BELOW 31/4'NA1=01O.C. FACE OF(JOIST SHEATHING TO (OTHERWISE ATTACH ACCOMMODATES W/(2) 0.148'x"'4 ATTACH S6 VERTICAL TOENAILS W BOTTOM) SB VERTICAL AND TO IJOIST VW (3)Y' z 3' L-BRACE @ 6'4T O.C. & SDS WOOD SCREWS S4 SILL PLATE Wd (2) SECTION X-X W ANY OPENING EQUALLY 0.162' x 3-1/7TOE-NAILS 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO 3}� I •F-} SPACED/CENTERED IN IJOIST TO OUTSIDE EA CONT. BRACE & 0.148' x 3" NAILS Q 4^ O.C. TO STUDS W/ (2) 0.162" x 312" FACE OF JOIST +S FLOOR SHEATHING TOE -NAILS S4 12 SPF STUDS ® 24- DOUBLE I JOIST PARALLEL TO FLOOR ATTACH S4 TO (JOIST O.C. W/(2) 0.148' x 3.1/4' +*.a. W/(2)Y13^SOB TOENAILS BOTTOM 3-}-'� SCREWS EQUALLY SLICE CUT PLYWOOD 2.4 CONT. TOP PLATE .J. SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO I I SEE ARCH PLAN IN (JOIST STUDS W/ (2) 0.162" x 312" MAX. 4'-0" ABOVE FLOOR 2.4 d2 SPF SILL PLATE TOE -NAILS X I X 8' WIDE WEB STIFFENER 0 48' O.C. W/ (2) 0.148'x 3' NAILS 2x4 d2 SPF STUDS W 24" PERPENDICULAR TO FLOOR (g EA. BRACE) wl2) �4.O.C. O.C.W/(2)OA48"a3.1W I S4 SILL PLATE V#(2) ROWS OF0.148'z3' TOENAILS BOTTOM I 0A 48' x 3' NAILS @ 4' NAILS @ 3' O.C. NOTE: I O.C. (NOTCHED ® 2.6 STIFFNER TO BE STRAP (1 EA. SIDE OF STRAP AP (1 EA L SIDE O NOTCH SILL AND VERTICAL LOCATIONS). FLUSH w/OUTSIDE OF STUD)EVERV 48"O.C. PLYWOOD FLOORING TO ALLOW VERTICAL BOTTOM CHORD FLOOR BEAM CONDIMON TO TO FLOOR BEAM SEE FA ELIDE OF IJOIST PLAN as VERTICAL AND ATTACH 2,6 VERTICAL L-BRACE ®6' W O.C. & TO (JOIST W/ (3) Y' x 3' {$ ANY OPENING ST02 SECTION 0 HANDRAIL W/ EQLALLLLOD SCREWS • IJOIST SEE PLAN FLOOR BEAM CONN. JOIST TO OUTSIDE IN SCALE 3W-1'-T FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELSTO BEAR ON LEDGERS FLOOR RIMBOARD 2X6 #2 SPF JOISTS @ 17 O.C. W/ (3) o167 x 312' END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST04 ELEVATOR TEMP. FLOOR SCALE 3W- I'& FLOOR SYSTEM PARTYWALLOR - ELEVATOR WALL SEE PLAN ZX6 #2 SPF CONT. - LEDGER W/ (2)1 W X 3-1/Y SDS SCREWS a 16' O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM CONTRACTOR TO CONSTRUCT PANELS TO SLIDE INTO THE ELEVATOR SHAFT MIN. 7H6' SHEATHINGVW THRU DOOR OPENING, 1 3 2WIDTHS MAY VARY. RSRS-01 (0.131'x2-M-) PANELS 11 AND2 TO BE RING SHANK NAILS M 6" INSTALLED AND O.C. ON EDGE AND 17 SHIFTED OUT TO O.C. INFIELD ALLOW FOR PANEL 3 (WHICH IS LONGER) TO ATTACH PLATFORM TO BE INSTALLED LAST LEDGER Wd 1M'X 3-12" PLATFORM LAYOUT AND WILL AID LOCKING SDS SCREWS @ 17 EVERYTHING O.C. ON ANGLE TYP. TOGETHER. MID SPAN BLOCKING W/(2) 2X6 12 SPF RIM BOARD W/ (3) 0.167 x 31?NAILS 8 INTO JOISTS 2X8 M2 SPF @ 17 O.C. MIN 7/16' FLOOR PLATFORM DETAIL SHEATHING MIN. -06' ,1 THING W/ RS 7111 13HEA231B^) PARTY WALL OR RING SHANK NAILS Q 6' ELEVATOR WALL SEE O.C. ON EDGE AND 12" PLAN Cc INFIELD 2X6#2SPFCONT. - LEDGER Wd (2)1 W X }12' SDS SCREWS W RIMBOARD 16" O.C. MAX INTO STUDS OR FLOOR 2X6 #2 SPF JOISTS 0 17 SYSTEM TYP. EACH O.C. W/ (3) 0.162' x 310 END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST05 ELEVATOR TEMP. FLOOR SCME: 3W • V.0' ATTACH PLATFORM TO LEDGER W# 1/4' X 312' SDS SCREWS 017 O.C. ON ANGLE TYP. MID SPAN BLOCKING W/ (2) 0.148" x 31W x 2X6 12 SPF RIM BOARD W/ (3) 0.162' x 312" NAILS INTO JOISTS MIN 7/16-FLOOR PLATFORM DETAIL SHEATHING 2X6 #2 SPF 17 O.C. I.L U J Q W W W Z /W V Z r O LU m 0 xa I-az 3 X Y o W LU O Fa}N} U) F TH S ITRUCT: DP >� a CNECK: CC O UI JOB Ne. STAR-17148 i SGLE: AS INDICATED w DATE: 09/06M ST1 COPYRIGHT MCD 2015: The information contained in this document is Copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.