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6170-6220 Pina Colada St
MiTek" RE: TTH81-89 MiTek, Inc. 16023 Swingley Ridge Rd. Chesterfield, MO 63017 Site Information: 314.434.1200 Customer: Starlight Homes Project Name: TTH81-89 Lot/Block: 81-89 Model: BLDG 12 Address: . Subdivision: Tyson City: Zephyrhills State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.5 Wind Code: ASCE 7-16 Wind Speed: 150 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T31683307 CIA 9/28/2023 21 T31683327 T11 9/28/2023 2 T31683308 C3A 9/28/2023 22 T31683328 Vol 9/28/2023 3 T31683309 CJ1 9/28/2023 23 T31683329 V02 9/28/2023 4 T31683310 CJ3 9/28/2023 24 T31683330 V03 9/28/2023 5 T31683311 EJ5 9/28/2023 25 T31683331 VO4 9/28/2023 6 T31683312 HJ5 9/28/2023 26 T31683332 V05 9/28/2023 7 T31683313 T01 9/28/2023 27 T31683333 V06 9/28/2023 8 T31683314 T02 9/28/2023 28 T31683334 V07 9/28/2023 9 T31683315 T03 9/28/2023 29 T31683335 V08 9/28/2023 10 T31683316 T04 9/28/2023 30 T31683336 V09 9/28/2023 11 T31683317 T04A 9/28/2023 31 T31683337 V10 9/28/2023 12 T31683318 T05 9/28/2023 32 T31683338 V11 9/28/2023 13 T31683319 T05A 9/28/2023 14 T31683320 T06 9/28/2023 15 T31683321 T06A 9/28/2023 16 T31683322 T07 9/28/2023 17 T31683323 T07A 9/28/2023 18 T31683324 T09 9/28/2023 19 T31683325 T10 9/28/2023 20 T31683326 T10A 9/28/2023 This item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision ,,I I1111111 based on the parameters provided by Builders FirstSource - Plant City. ,�% PQUIN VFW Truss Design Engineer's Name: Velez, Joaquin `♦♦♦♦ �� C E•jV SF My license renewal date for the state of Florida is February 28, 2025.10 Florida COA: 6634 No 68182 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 3 STATE OF : 4 �'• . O R t. Joaquin Velez PE No.68182 MiTek luc. DBA MiTek US_>, FL Cert 6634 16023 S,,iuglec Ridge Rd. Chesterfield N10 63017 September 28, 2023 Date: 1 of 1 Velez, Joaquin INDEX GENERAL NOTES: LOT 81 - PULSAR 'NR' 9 - PLEX BUILDING - A 1. IONS AND DIMENSIONS T SITE BEFORE CONSTRUCTION, Y DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR CONTRACTORS SHALL VERIFY ALL CONDITIONS EN ONS A E E T ION. AN FL 0.1.10 FL 1.11 SLAB PLAN'N' FLOOR PLAN'N• A 0.1 SLAB PERIMETER PLAN3PLEX A 0.1.1 SLAB PERIMETER PLAN 9-PLEX JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO FL 1.11.1 FLOOR PLAN OPTIONS A 1.1 FIRST FLOOR PLAN 9-PLEX THE BUILDER. FL 4.11 SECTIONS A 1.1.1 FIRST FLOOR PLAN 9-PLEX 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHANA MPS. FL 511 113.10 ELEVATIONS'N' A2.1 SECOND FLOOR PLAN 9-PLEX 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL FL 6.11 ROOF PLAN'N' UTILITY PLANS W A2.1.1 SECOND FLOOR PLAN 9-PLEX A 5.1 ELEVATIONS 9-PLEX 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL A5.T1 ELEVATIONS9-PLEX ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. LOT 82 PULSAR 'LR' A 5.1.ELEVATIONS 9-PLEX 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. FL 0.IS SLAB PLAN'L• As. 1.3 ELEVATIONS 9-PLEX A 5.1.4 ELEVATIONS 9-PLEX 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. FL 1.9 FLOOR PLAN'L• A 5.1.5 ROOF PLAN 9-PLEX 7• ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES FL 1.9.1 FLOOR PLAN OPTIONS A5.1.6 ROOF PLAN 9-PLEX WHERE APPLICABLE. FL 4.9 FL 5.9 SECTIONS ELEVATIONSL' ' DETAIL SHEETS 8• ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A FL 5.13.8 ROOF PLAN'L• WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. FL 6S UTILITY PLANS'L• D-1 DETAILS 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY LOT 83 PULSAR 'KR' D-2 DETAILS D SAFE STRUCTURE. o a DETAILS 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND FL 0.1.7 SLAB PLANK• D-5 DETAILS STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/21NCH 11 GAUGE NAILS HAVING A 7/16 INCH FL 1.8 FLOOR PLAN W 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 1.8.1 FLOOR PLAN OPTIONS APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET FL4.8 fL 5.8 SECTIONS ELEVATIONS'K GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED FL 5.13.7 ROOF PLANK 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 6A UTILITY PLANSW THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER LOT 84 - PULSAR J FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. 11. CHAPTER AND SECTIONS REFER TO F.RC.R. - 7TH EDITION (2020), NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER FL 0.1.6 SLAB PLAN'J' FRAMING UNLESS OTHERWISE NOTED. SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH R G U LE FL 1.7 FLOOR PLAN 12. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N.E.C. 2017, F.B.C.R. - FL4.7.1 FL 4.7 FLOOR PLAN OPTIONS O SECTIONS 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. FL 5.7 ELEVATIONS•J 13. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW FL 5.13.E ROOF PLAN'.r MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FL6.7 UTILITYPLANS'J' 14. ASPHALT SHINGLES (IF APPLICABLE): LOT 85 - PULSAR 'IVI' WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO FL 0.1.9 SLAB PLAN'M' UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING FL 1.10 FLOOR PLAN WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FL 1.10.1 FL 4.10 OPTIONS FLOOR PLAN O SECTIONS FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE FL 5.10 ELEVATIONS'M' IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FL 5.13.9 ROOF PLAN'M' 15. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL FL6. 10 UTIUTYPLANS'W RELATED SUB SECTIONS. LOT 86 - PULSAR 'AR' 16. UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL FL 0.1 SIUB PLAN •A• EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR FL 1.1 FLOOR PLAN' THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, F4.1.1 L FL .1 OPTIONS FLOOR PLAN O sEcrloNs TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR FL 5,1 ELEVATIONS•A' TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS FL 5.13 ROOF PUN'A' OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE FL 6.1 UTILITY PUNS •A• MANNER. LOT 87 - PULSAR V 17. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING FL 0.1.9 SLAB PLAN'M' DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. FL 1.10 FL 1.10.1 FLOOR PUN •M' FLOOR PLAN OPTIONS 18. STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (7.11.4.1 THRU 7.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND FL 4.10 SECTIONS DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION FL 5.10 ELEVATIONS •M• OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE FL .13.9 ROOF PUN EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. FL 6.10 urlLlry PUNS'M' 19. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR LOT 88 - PULSAR 'BR' DIRECTIONS, AND AROUND ROOF OPENINGS. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY FL 0.1.1 SUB PUN'B OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FL 1.2 FL 1.2.1 FLOOR PUN'B' FLOOR PLAN OPTIONS FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. FL 4.2 SECTIONS 20. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION FL 5.2 ELEVATIONs'B' INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FL 5.13.1 Roof 21, ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT FL 62 UTILITYY PLANS'B' PLAN THE TIME OF APPLICATION FOR PERMIT. LOT 89 - PULSAR 'O' 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 FL 1 SLAB PUN 'O' WORKING SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. FL 1 .12 FL 1.12.1 FLOOR PLAN FLOOR PLAN OPTIONS DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26 FL 4.12 SECTIONS GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FL 5.12 ELEVATIONS'O' FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO FL 6.13.11 F1. .12 ROOF P PLANS UTILITY LANS'O' CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. �TYSON&-Z/ Zp�_ 6Q 31E33 P EX A LOTS 81-89 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME AREA FIRST FLOOR 588 SF FIRST FLOOR 5469 SF SECOND FLOOR 798 SF SECOND FLOOR 7343 SF HEATED 1386 SF HEATED 12812 SF GARAGE 226 SF GARAGE 1991SF PORCH 32 SF PORCH 281 SF PATIO / COV. PORCH 1 80 SF PATIO / COV. PORCH 720 SF UNHEATED 338 SF IUNHrATED 2992 SF ALL WORK SHALL COMPLY WITH PREVAILIN CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY Off' ZEPHYRHILLS ORDINANCES REVIEW DA79C CI 11 Y OF ZEPHYRHIL PLAN EX€�MINERn CM J � �0 Q 1✓i ISSUE DATE: 09.22.2023 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 g4V00I 1 f I/ uj 4( _r'� WC l t au) W 0 O U a C3 J � � x Q F— ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 81 ,2 +2 s� �s These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part or in whole without permission from the budder. 0 2023 Starlight Homes 2ND FLOOR PL HT. — — F� — — — — — — — LAST REVISION BED 2 OWNER'S BED 2ND FLOOR FIN. FLR. 1ST FLQORR PL. — — — ;� 1ST FL_VVDWHT U � 4 � ENTRY a , + U m O Y / � m Z QD y � ' �y 3 FAMILY RM MAINTAIN MIN. 17R @ 0' - 7 13/32' 6'-e' HEIGHT AT FRONT 1STFLOOR FIN FUR OF WATER CLOSET a!� BUILDING SECTION 'N' 114" = V-0" AT 22"X34" LAYOUT 1/9" = V-0" AT 11" X 17" LAYOUT /W 00 cn a 1 O � J O N SHEET NO: FL 4.11 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8'SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROORWALL 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 eATTS AT 18' O.C. (VINYL BOARD AND BATTEN SIDING) E16 iX FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 FALSE WOODNINVL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 2N FL OOR-PL. HT. _ 2ND F . VV HT. _ 2ND F FI OOR N. FLR. _ 1 ST F OORPL. HT. 1ST FL _ VM HT. _ 1 ST F OOR FIN. FLR. 12 / \ 12 Q,-2 FlOQRF v 2ND FL. WDN '2ND FLOORF 1ST FLOOR P ST FL. WDW 1ST FLOOR F FRONT ELEVATION 'N' 0 1/4' = T-0' AT 22'X34' LAYOUT 1/8' = P-0' AT 11- X 17LAYOUT LOT 81 H x CM J � O I Q W ISSUE DATE: 09.22.2023 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 W z g acr) > �0 W J SHEET NO: FL 5.11 i Z fl— cD - w J i O Q LOT 81 �] U 0 WP/GFI Qd " 'AT(( accoND. a/c o ` ISSUE DATE: WP/GFI 111 _ ..-•LcC:.,,__"S7, 09.22.2023 FOR REVIEW 4 4D 13� REVISIONS: IL i Y .i'T:Lu —AMIL Y FW C WN N BED / V TV ATV AN AS € q I 1 \ _ w> " o REQUIRED PER •4A STATE AND - H j1• �, t, LOCAL BUILDING ¢ CODE ,..,, -� \ _ V GF11 I �� These drawings are the property of Starlight Homes and are not to be i ° ° ° j I a DISHWASHER DISPOSAL t,�E-7- t_3 �3utilized I K I I C I f:..I W I ., j for r copied in partorin whole o m y k o N g Y! T 1 - : _ �{ ® r• MICROWAVE f ` L - PI -- I ' GFio without permission from the builder. 0 2023 Starlight Homes LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS '- DA - �- I ESERVIC PANEL j ) Si — N —c RE C PUMP, _ ©, TTO LIGHT/ z ;: REQ. ABOVE TO LIGHT/ - --•--- - "- I J� _SWITCH i T - BELOW KEYLESS . \ 30A. ELEC. \ WATER HEATER / -- 1 SERVICE PANEL - SIZE AND LOCATION '. I LAST SAVED BY: GHi IN - �. p y C �'y a =I \ UARAU / I I I SPECIFIBUICATIONS ANDLOCALCODES/ ¢ 0 E TELEPHONE/ ¢ I t�TELEVISION / KEYLESS\,t, / \ hLI)f.\• v/ € SERVICE BOX . / t ®; ® \I� - a. /FILING\ I /GFI DOOR\ / OPENER \ 0 3P �AO&H ITY _ BASE CABINET n x Ef 7 00 Z REQUIRED a U SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET NEAR A/C CONDENSER (NOT SHOWN) C OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'N' FIRST FLOOR PLAN 'N' J n 1/4" = V-OY AT 22'X34" LAYOUT = 1'-O' AT 11" X 17- LAYOUT n 1/4' = 1'-0" AT 22"X36" LAYOUT = 1'-0" AT 11' % iT LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALLARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REOUI RED BY NATIONAL ELECTRICAL ( ) 0 wmIEXWTIET © cHlAes n cEILX4QMOUNTED Xx:ANOEscE14T % CEILWG FAN WP �I WEATHERPROOF GFl WPLE%WTLET LOHTFORURE PUSHBUTTON SWITCH (PROVIDE ADEWATE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. � - ALL EXHAUST FANS SHALL HAVE BACKORAFT DAMPERS. - FANAJGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." SMOI� DETECTOR �oR ORau4oFAULTCIr4cuITWTEImIVTER K/' W_PUNTED NGIJIDESCENT ® HARDWRED INTE0. cEIUNGFANwITHMC.VIDE-- DUPIEZ OUTLET I�/ LIGHTFORURE CONNECTED Wi BATTE" BACK-UP LOHTFO(II1RE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. ryry,, if HALF3WITCHEDWPIEXOUTLET y RECCESSED-NOESCENTLIGHTFUTURE Cm UETEC� (PROVIDE ADEQUATE f^P} EILINGMDUOF LED FBITURE HARDWIRED AND INTER ssv� 2A VOLT WTLET ORCELINGRPROOF ® CO-ECI SUPPORT) - 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. encKyP Q REINFORCED JINCTON BOX O EXHAUST FAN (VENT TO EXiEROIi) O THERMOSTAT ~0 QAs suvPLr wITH VALVE d ® TELEPHONE HOSEBIBB ✓>o - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. + WALL SWRCH (VEWTTFANAIGHTcoMeINATKNJ l� ryENr TO EXTERIw) - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ( DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S + T a rH 6 WAY—TCH A4 FOURMY SWITCH ® FLLKNiESCENTLSHTFIXTURE + © rELEVLsroN 8 E.—METER �cw TN- WATER STUB our o ELECTRIC PANEL 'NAIL SHEET NO: , LON VOUAGE WTIET TECHNLBSYSTEM SGONLE ESCONNECTSWITCH WRRTENINSTRUCTONS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.1 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. F— x CM J � � x Q iI— ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 82 12 12 �5 These drawings are the property of Starlight s� Homes and are not to be utilized for construction, or copied in part or in whole ROOF TRUSSES PER /- STRUCTURAL ENGINEER the bull permission from 2 the builder. 02023 Stadight Homes LAST REVISION ND FLOOR PL HT. 2N0 FLWOW Hr.rB D 2 OWNER'S BED ►tt111/ I SAVE Y: 2N0 FLOOR FIN. FL _ _ _ _ _ �` •• 1ST FLQOR PL. v 1ST FL-W9W HT. fli U 2 ENTRY 4 a FAMILY RM am m 4 �o v� m .... . i� MAINTAIN MIN.] - 17R t�0'-713f37' �. 6'-8"HEIGHT AT FRONT 1ST Fl�•OR FIN. FLR . OF WATER CLOSET i3±m • • • X r LLJ GO r Z O 0 BUILDING SECTION 'L' 1/,r = 1'-0" AT 22'X3 LAYOUT 1B- = 1'-O" AT 11" X 17" LAYOUT J N a H , ch O v N J SHEET NO: FL 4.9 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8- SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT 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 16' O.C. (VINYL BOARD AND BATTEN SIDING E16 1X FIBER CEMENT TRIM OR EOUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. LOT 82 2ND FLOOR P 2ND FL V4m Q� 2ND FLOQ$E q1ST FLOOR PI 1ST Fj-VCW 1ST FLOOR FI ,� FRONT ELEVATION U 1/4" = 1'-0' AT 22'X34' LAYOUT I.- = 1'40" AT 11" X 17- LAYOUT 2ND FLOOR PL HT_ 2ND FL. WDW HT. _ 2ND FLOOR FIN. FLR. 1ST 10Q PL-HT- 1 ST EL. WOW Fri. _ 1ST FLOOR FIN. FL.R. I I III ,� REAR ELEVATION 1LT 1/4' = 1'-0' AT 22"X34" LAYOUT 1/e' = 1'-0' AT 11- X 17- LAYOUT It rT— x CD J E O I— ISSUE DATE: 09.22.2023 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 a N�� PIN Qfill" � r LLJ oo fA O a� o� > W JO SHEET NO: FL 5.9 r— x C3 J E � O Q wI LOT 82 coo 9.22. OISSUE 23TEFOR Q WP/GFI @ N PATIO A/c conD. ac _0 He / a • WP/GFI � , REVIEW E I € � 1 I REVISIONS: g _ �. r•c:.c ® I FAMILY FIM VA I *TV - AN AS ? , r. REQUIRED PER A I✓iy / -. 6TATE AND � \� t y �- LOCAL BUILDING >�.. �� �' w w /' cLu I, CODE These drawings are the m - -- • ' sFll property mfces and are not ot Hto be \ DISHWASHER o o C :-...S. DISPOSAL -L . K I 'Cl ...I \ -''' Dm utilized for construction, Or copied in part or in whole , ,,. w o w¢ m zzo \ x 4 o x ii q o m m q a�oa �w VP,MICROWAVEa "�GFI 7I E EHVAC w fission from withoutpermission ' Homes tPANELc IQ tANEL SERVICE _ _r ®1 ®i I TO P R I / O.IT. .IFREQ 1�3p WITCH/-: STANDARD ELECTRICAL BOX HEIGHTS f -_ To LIGHT/ ABOVE ' _ I . I i SWITCH WATER HEATERSERVICE ( 33 BELOW ,r i'' SIZE AND KEYLESS _ PER LAST REVISION LAST SAVED BY: CIFICATONS wALL UBNE AND rINI- C \ rMETER TELEPHONE/ TELEVISION ( / 5 % KEYLESS . i:N i R ( SERVICE BOX ® ® A. �EILINGA w ry I /GFI DOOR \ �• I"'}s'-1 °O'- / OPENER \ 3 IT WP/GFI00 9V'HpH VANITY j i 0 DASE NETCn CABINET :n f _ / \ ,�} K I/ r Z € F'ORGI-I W 00 a ------- J (n >. -- HB a � (- TE: EXTE SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES [NOTE: W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) & O J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN U FIRST FLOOR PLAN U 0 J 1/4. = 1'-0' AT 27X34' LAYOUT = V-0- AT 11• X 11 LAYOUT 1/4' = 1'-0' AT 22'X34 LAYOUT = V-0- AT 11- X 17- LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. WPLEXO ET © CHIVES DE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL ¢ cECINc ApuNTED NCANDESCENT csLNc FAN . PROVIEA wvrzsl WTHERPROOF GFI WPLEX OUTLET L.GHTF=E PLISH&TTTpI SWITCH \ (PROVIDEADEOIATESUPPORT) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. V - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. , GROUNDFAIATCI—T-N—TER H-sAaNEDETECTOR WALL MOUNIEO INCANDESCENT ® OWNED ANDINTER - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' DUPLEz ounEr K¢ LKHT FrcTunt C-OVNRED w/eATTERr L TFI vwE INCANDEscENT BONNEO LIGI1TFIXi1XE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE 4P HALFSYIITCIEDWPUXOUTLET y RECEssEDINUND NITLCHTFI—E Coz oETECTay 0RorroEAMO-TE-1—T) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. �)cEVE DLEDFIxTuraE ® H CONNECTEDARDWFIED AND � P10 VOLT OUR£T 0VND UTTER TTERr - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY eACIcuP NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 REINFORCED EST(VENT TO EXTE—) TIIERT,IDSiAr 0 GAS SUPN.r wnH VALVE QJ BO% O - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL JJNN CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® TELEPHDNE —}Me H.E.I. W,LLL MITCH EXIAUSTFANAIGHTCOVEI-TION - ELECTRI CAL CONTRACTOR TO PROVI DE REOUI RED DIRECT HOOK-UPS/CUTOFFS. TO EXTEI—I) (VENT © TELEVISION # - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. . —E—TCH +/r WATER slue an . ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARSUMP Y PITS, ® F—SCENTLCHTFIx— a EITRIGMETER EC ADRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. t i FW0.WAr-- C� ELECTRIC PANEL yI - PROVIDE POWER, UGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S H wAu scoNCE SHEET NO: , LOVY Va.TAGE OUTLET WRITTEN INSTRUCTIONS. TECH H ssrsTEAT i DIScoNNECT swITCH - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE �� �. HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. C ... F- cu - N J F O f� Z coo ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 83 '2 2 These drawings are the properly of Stadight 5 5 Homes and are not to be utifized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part or in whole without permission from the budder. 0 2023 Starlight Homes LAST REVISION 2No FLOOR PL Hr. — — 2N0 FL. WOW HT. _ _ _ _ _ _ _ _ _ _ _ _ _ BED 2 OWNER'S `���111i111l� BED �1�► SAv BY• v i �-�Np FLOORFIN. FLR._ _ _ _ • Kl� o •• i5T FLOOR PLHT. _ _ _ _ 40 (p 1ST FL. WOW. FIT. _ _ _ _ _ _ _ _ _ _ '� _ Z i ENTRY w ; FAMILY RM 4 m 0 0 4 O m • 3 MAINTAIN MIN. IT � - 7 13/37 ` �� OF WATER CLOSET ONT 1ST FLOOR FIN. FLR _ t�' ik d!'Jflf.)i .P R 11 X r Z W 00 O H r, BUILDING SECTION 'K' a w 1/ = P-O• AT 22•X3 LAYOUT Ire- = 1'-O' AT 11' X 17' LAYOUT O � J N SHEET NO: FL 4.8 Un� '�rz- 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 E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 18' O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE W DODNINYL 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. 2N FLOOR F 1ST FLOOR F 1ST FiL WDW ST FLOOR F r, FRONT ELEVATION 'K' i/4' = 1'-0' AT 27X34' LAYOUT 1/8" = 1'-0' AT 11" X 17" LAYOUT LOT 83 2ND FLOOR Q1.� F1 WDv qND 2FLOOR 1ST FLOOR I ST FL WDV 1ST BOOR F r, REAR ELEVATION 'K' 1/4' = 1'-W AT 22'X34" LAYOUT 1/8" = V-0' AT I I' X 17' LAYOUT ll— x CM J i O Q W ISSUE DATE: 09.22.2023 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 -'trr► 1w 1 T— W 00 O a > a� O w J SHEET NO: FL 5.8 C3 _ N J i LOT 83 O w WP/GFI @ y _ ISSUE DATE: 09.22.2023 FOR ac HB / < WP/GFI REVIEW 6, REVISIONS: w i c ' -AM ILY RM j OWNER, L_- � BED 1 � TV4 - ( AN AS (? ( / REQUIRED PER +3 STATE AND G, •� LOCAL BUILDING b CODE w \ These drawings are the w —\ M I' G _ IGFII � o DISHWASHER —1-g I _ y� � [ �.. `• �, t DISPOSAL KIT�.•� E.7 V \ \ ci F ' Property of Starlight Homes and are not t0 be utilized for construction, Or - tt I a m s I copied in part or in whole without permission from w N D D a 2 a - ,, v : ., a i w m ,. w i m $ y; "f' GFI 1 i� MICROWAVE , > w 8 0 o VP ; - r _ \ f i : a o m. o i _. _.� the builder. 0 2023 Starlight Homes : I FI HVAC I Y' SERVICE 1�- u JI PANEL 6 z ® o ¢ N w CL w �IJ`Ji Q� �� ..RECIF LAST REVISION �> p ]� TO LIGHT/ , ( 3 Oyy REG, ❑" SWITCH ABOVE LAST SAVED BY: t TO LIGHT/ { STANDARD ELECTRICAL BOX HEIGHTS I R H ELEC. _ t, .SWITCH , \ WATER HEATER / --1 1 SERVICE PANEL {{ / - BELOW ) (�� q^'+ t SIZE AND LOCATION # t'w, [ KEYLESS \ {\1l-17i1a / I ' PER BUILDERS (��(���LLLLIGHT IN RAG TT IC SPECIFICATIONS AND LOCAL ELECTRIC METERS / I - TELEPHONE/ / KEYLESSSL / \ TELEVISION x/ s„, R t, [J' SERVICE BOX 2� I /GFI DOOR H E D \ ; i/ OPENER N ! w WP /OFI rn X 3P HIGM VANITY O O BASE CABINET " 3p$ CABINET T i 7 I/ \ [, W.II\�� I/� V) P C l J NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) li O SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN W FIRST FLOOR PLAN W OVER BATH CABINETS OVER KITCHEN CABINETS 2 1/4'=1'-0-AT22'X34'LAYOUT =1'-0-AT11'XITLAYOUT 1/4'=T-O'AT22'X34'LAYOUT =1'-O-AT11'X17"LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. # wvLEzcuTLET © cNaEs /j - PROVIDEAND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCA) AS REQUIRED BY NATIONAL ELECTRICAL CEILNG AOUNIED NCANDESCENi �% CEL FAN �� WEATHERPROOF GFI WPIf%IXIRET LIGHTFofTIRE PUSHBUTTON SWRCH (PROVOE ADEOWTESWPOR1f CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. iTov sMDIa DETECTDR - ALLEXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. �oH GROUNOfAULT CIRCUITWTERRUPTER L/t wALL MOUMED INCANDESCEN! ® HARDWIRED AND INTER- CEILING ANWITH wCANDESCENT BON— CEILI O(AN W - FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WETOR DAMP LOCATIONS.' DwLEzounET I l�/ LGHT FIXTURE CONNECTED AN BATTERY - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE I} HALFswircHEDDUPiEzounET y RECESSEDINGHDESCEHT LIGHLfIXTME CO2 pETECTOq // \ (PROVIDE ADEQW SUPPORT) C/ CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. f9^} °R LELR� w�D �DFIX H MRW AK�iN1ER V ryPl-VAPOR PROOF ® ECTED W/BATTERY P211 VOLT WTLET - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O REINFDRcgD.uNcioN BDz (aE%HAUSTFANNENTTOIX1ERroR) O THEgMOSTAT F—® GAs suPPLYwITH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TELE�+E --} a HosE Blee WALL SWITCX - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (WNTTTFAN,Lp )COABWATMNJ }' NENT TOIXTERgR) © TElEV610q SHEET NO: - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. i —E-WAY W—H �N WATER sns our - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, FF ® FLWRESCENTUGHTF— a ELECTRIC METER DRAIN TILE SUMP, AND WATER HEATERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. t a FDUP 1-1— 0 ELECTRIC PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S AL va.TAGE WTLET wsc0— WRITTENINSIRWTVNiS. TECH HUBSYSTEM .6 DISCONNECTSWITCH ^ - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS, UNITS MUST BE �� 6.VuA HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. L i s i t•- x J � � x Q tin ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 84 12 12 5� These drawings are the �5 property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the builder. 9 2023 Starlight Homes 2yQELQORPL,_tQ.- L1 2ND FL. WDW HT,._n V LAST REVISION OWNER'S BED 2 m 4 BED " 006, 2ND FLOOR FIN. FUR. • f � f� _ 1ST FLOOR PL.tff \ — 1STFL. WOW. U 4 a FAMILY RM , ; w ENTRY m m J `qm !E • U Q O � m - _ - MAINTAIN MIN. �' 3 17R 0' - 7 13-17 6'-8HEIGHTATFRONT OF WATER CLOSET FL 1ST FLOOR FIN. R. �1 _ mil/ ��I • 00 •• 81,180 X7-- w 00 Z O BUILDING SECTION'S & 1/4• = 1'-P AT 22'X34' LAYOUT 1/8' = F-0' AT 11' X 17' LAYOUT J /a V/ 0 W SHEET NO: FL 4.7 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8"SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE 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 r, FRONT ELEVATION'S 1/4" = 1'-0' AT 2TX34" LAYOUT W = V-0" AT 11" X 17" LAYOUT REAR ELEVATION'S 1/4' = 1'-0" AT 22"X34" LAYOUT 11S" = 1'-0' AT 11' X 17" LAYOUT x CM #_ J i O � x Q 1—' f� ISSUE DATE: LOOR PLhE--S 09.22.2023 FOR EL.WOW. HT. REVIEW REVISIONS: >OR FIN. FO� LOOR PL. FL WDW. HT. )OR FIN. FLR. n -OOR PL HTI:i--& L_WDW v OR FIINLFIB--& .00R PL HT.& :L—�W� 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 YAWAVED BY: •• N // I W J > q •�3 i• �f�r�/fy�I/l P G 1 `� w� tit wo Q 00 WI ' (n LL v CO CO) O W aCj) > LLI O W J OR FIN. FLR n V SHEET NO: FL 5.7 t- x CM rr LOT 84 a Q N WP/GFI @ .. .. . s A/C COND. ESA f IC> 0 A/C ISSUE DATE: a WP/GFI HB l • FOR REVIEW ° g a w1c, REVISIONS: � FAMILY RM OWNERS PIEDf 10-TV � Q(/ FAN AS a REQUIRED PER kSTATE AND b f'� LOCAL BUILDING ,gyp E/' w ¢— — C -'-.� Grp', CFI ' I i DISHWASHER _€,,.x„ {y These drawings are the Property of Starlight Homes and are not to be utilized for construction, or s w o �p (7 .^�. E {- p7 m � {, �'f* I I fi l � r\.i HEN I DISPOSAL copied in part or in whole _ m w )) ` r}� (; f L J _ a o g 8 D / 22 Pt R / — without permission from thebuilder.0 2023 n _ o w o — 8 MICROWAVE Starlight Homes - _ w 3FI VP 1' F GAt - I I SERVICE o a I I I - ® --..- PANEL ;rn f� "�"... �µ = -^/p� LAST REVISION FT1 3 (( t TO LIGHT/ 3 O❑ I P W"'m- REC PUMP, yy LL p{ I ., ,:i.0 i SWITCH ,\, - IF REQ. c7 24 [ STANDARD ELECTRICAL BOX HEIGHTS i AB `VE TO LIGHT/ - - f l - f SWITCH t: ( = I . _ - j�` 30A. ELEC. / SERVICE PANEL ? L--f"- WATER HEATER r BELOW ,;. '� KEYLESS t A d I+ I # SIZE AND LOCATION \ / - LIGHTIN PER BUILDERS LAST SAVED BY: ) _.. f ATTIC i - SPECIFICATIONS I \ GARAGE / GABw wALt E AND LOCAL CODES j ELECTRIC METER Jj £3f y TELEPHONE t t - j TELEVISION' y SERVICE BOX j KEYLESS r-hf i t (.' (+ { I V I R f \ [ - I Vt 7' S'tI �i('TX�`Y\ 1 lo 3 ? / \ CEILING I t, b w p `�" 'S / GFI DOOR \ 2 BED / OPENER 10 f D x z . �f u a b WP/GFI-- / \ t CABINETm z f BASE CABWET o; 3 i PC)RV�,\ I Z a. HB--------- -- /J�� 1.1 ~ NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES J SECOND FLOOR PLAN 'J' FIRST FLOOR PLAN 'J' OVER BATH CABINETS OVER KITCHEN CABINETS n n J 1/4' = 1'-0' AT 22'X34- LAYOUT = I Ar AT I V X 17- LAYOUT `% 1/4' = 1'-AT 27X34' LAYOUT = 1'-0- AT I I X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. p DWLEX WTLET © C.— - PROVI DE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFG) AS REQUIRED BVNATIONALELECTRICAL ¢ CEILWGM TED INCANDESCENT CEILM FAN {Pw"'°" wEATHERPRooF CFI DUPLEX ou—T LIGHTFaTURE usHeurTON swncH (PROVbE ADEOIMTE SUPPORT) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING GODES. </f�J\v - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. °^ cRouNo-PAIXr cIRcuIT-wTErwLwTER T+°v sAXxE DETECTa+ WALL AgIAVTFA CENT ® HAROWIREDAND- - FAN/LI GHTS IN WET/DAMP LOCATIONS SHALL BE LABLED"SUITABLE FOR WET OR DAMP LOCATIONS.- DunEx ouTLET INCANDESL-1 FIXTURE caNNECTED w/BATTERr CETUNOFANwITHwCA'DESCENT BACNIIP LIGHT FIXTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. HALES --I WPLEX ourtEr y REC-1INUN —11 L*.TcaTUPE ���� (PR OEADEowTESu T) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. {�} EXwG AaLwTED LEDFaTURE HMDWFEDANDINTER- P20 VaT WTLET �'I�"POf'PROOF ®eRCTED w/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O O EXHAUSTFANC—TOEXTERXIR) THERAgSTAT SUPPLY WITH VALVE , - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REINFORCEDXWTXX• WX CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # TELEPHONE �� HOSE BIBS A. SWITCH EXHAUSTHTCOMBYJAT% EFANM1IGXTER - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSICUTOFFS. W NENTTO ) © TELE 1- - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #' T SWITCH IN -WATER slue ouT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ® FLLXMESCENTLIGHTFarLxiE 8 ELECTRX: METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. $ 4 POuawAr swrtcH v ELECTRIC PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SCONCE SHEET NO: , Low VOLTAGE—T TECH H.srsTEM DSCONNECTSWITGI WALL WRITTENINSTRUCTpNS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE V„ �� .� HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 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 1/8' 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 F1 LINE OF SLAB ABOVE F2 JUNE OF FRAMED WALL ABOVE LOT 85 9'-4 12" 10'-0" 3 12' lz a PATIO SLAB v N � 4" MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. _ VERIFY ALL GRADE NOTE LOCATED GRADE BEAM LOCATIONS UNDER ALL LOAD PRIOR TO POURING BEARING WALLS OF CONCRETE. c 4 11'10 12' , v v v it ,r GARAGE SLAB 9 12" REINFORCE PER LOCAL ' i CODE ANO ENGINEER'S C SPECIFICATIONS q F2 j7 O I I!j � 8'-7" It 10'-7" 6" 6' CURB AT EXTERIOR i GARAGE WALLS, SEE 4 I m STRUCTURAL Fi I PORCH SLAB ,�_2•�6-O"„-6'-0"REINFORCE PER LOCAL V-7 12" 11'-7" V-7 12' CODE AND ENGINEERS _ SPECIFICATIONS 19 E 71, 712" r, SLAB PLAN V i/11 = 1'-0" AT 21134" LAYOUT 1/8' = 1'-0' AT 11"X 17" LAYOUT - FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS C7 J f �° Q I� ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be Utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION I _Y '4..+ R Q C7/ il)ill I% X r a W 0 a aod) J N SHEET NO: FL 0.1.9 t- x � N J i fY x Q t✓� ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 85 1z 12 5� �5 These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part or in whole without permission from the builder. 0 2023 Staftht Homes 2ND FLOOR PL HT. n _ _ _ _ _ _ _ _ _ _ _ _ 2ND FL. WDW.��\ LAST REVISION OWNER'S BED 2 m 4 BED VED b I 2ND FLOOR FIN. ELR& I _ iST�QORPLjig ` = Q� s c a _ i U ♦ Q FAMILY RM w ENTRY m m m J F U Q LL S � � m N MAINTAIN MIN. j 3 17R �0'. 713/b2" 8-8' HEIGHT AT FRONT ♦♦ ��' OF WATER CLOSET --'-' 1ST�R FIN. ELR__& .... .. BUILDING SECTION V 1/4' = 1'-0' AT 27X3 LAYOUT 1/8' = 1'.0' AT 11' X 17' LAYOUT 00. �/ X J w LL F- O Pfk Z P W N SHEET NO: FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8"SOLDIER COURSE E5 ROWLOCK COURSE E7 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/ 5/40 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ iX3 BATTS AT 16.O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 85 FRONT ELEVATION V 1/4' = 1'-0' AT 27X34' LAYOUT 1/9' = 1--0' AT 11' X 17' LAYOUT 6' FA CIA ll— CZ N � W J f O I Q LOOK PL H7 ISSUE DATE: 09.22.2023 FOR �WDW. HT. REVIEW REVISIONS: :YOR FIN. FLR & LOOR PL HT. & FL. VVDW. Ff--& These drawings are the property of Stadight Homes and are not to be utilized for construction, or )OR M. FUR. copied in part or in whole without permission from the builder. 0 2023 Staftht Homes LAST REVISION •1 Q ^cryT 'r- C0 2ND FLOOR PL. HT_._ J X m� Z _2ND FN�. W O V cr) Q a n W CD J i 0 cr— i Q U Z O LOT 85 N WP,GFI @ o ac coNo (�i09.22.2023 2F— ISSUE DATE: FOR REVIEW REVISIONS: a { W;( ES I a"YIYEtI d iAm C9,OWNERS BED I 1 FAN AS 1' REQUIRED PER w STATE AND I$ LOCAL BUILDING w CODE .. � I I GF� ° DISHWASHER These drawings are the property of Starlight Homes and are not to be _ I GF I ,` - I I „ " ;� KITCHEN DlsrosAL utilized for construction, or copied in part or in whole > U o L I h w v R a / ®:� / / _ f a g zz P D a w without permission from the builder. 0 2023 o a € y " _ < _ 8 "` ® \} ( VP ' £ MICROWAVE HVAC C GF SERVICE q s % ' PANEL Starlight Homes LAST REVISION REC. SWITCH/ Q U 2 1A PUMP. 4➢— i 0 LIGHT `f (iI 3 S IF REQ. Api� OVE I 'To uGHr/ _ tdYd A. ELEc, STANDARD ELECTRICAL BOX HEIGHTS;Sv E # BELOW I SERVICE PANEL I' \- WATER HEATER " � KEYLESS+}/(ir } SIZE AND LOCATION 7¢ .-...:. i"""� \ / ,. LAST SAVED BY: LIGHTIN :) PER BUILDERS a (�� A( f. — tl ATTIC SPECIFICATIONS / - AND LOCAL CODES / W-1ABNE '— ELECTRIC METER v 7 wo TELEPHONE/ TELEVISION 1 `(( \ / _ SERVICEBOX --� E l� I t 1 ; •� KEYLESS 1 BEDS YI CtG m CEILINGA m BED iE I ,�/GFI DOOR\ I 6g t-2 OPENER LL Y ( 3 o WP/GFI ° w o n VAN H W HIGH DY BASE C�BMET {�/^�(''�) CABINET n IE N I I-'t-/i-31.1I-)'. / \I i r Z m viW a0 -- - —- HB a� NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES d J SECOND FLOOR PLAN V FIRST FLOOR PLAN V OVER BATH CABINETS OVER KITCHEN CABINETS r� n `% V4" = 1'-0' AT 22"X34" LAYOUT = V-0" AT 11" X 17" LAYOUT 1/4' = 1'-0" AT 22"X34" LAYOUT = 1'-0' AT 11" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. a DwIEX WTIET © cHlNes - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL LAN - DNCANDE9CENT PUSHBUTTON SWITCH OEXING FAN CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �Wv.GN WFATHERPROOF GFI WPLEX WTLET \ (PROVIDEADE0—SUPI—T) V - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. GROUNDFALLTCIRCUIT NTERRWTER 110VS EDETECTOR WALL MOUNTED WCANDESCENT ® HARDWWED AND INTER /� CEILING FAN WDH INCANDESCENT DUPIEz WTIEr L TFO/TV� - FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' �p�D � ��J�r% BA° uGHTFnRURE µµ,, HALF—TCIED WPUX OU T y RECESSED INGNDESCENI LIGHT FIXTIME /fir \ (PROVIDE ADF—E SUPPORT) - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE DETECTOR Tf f^P} CEINGMOUITEDIEDFIXTURE Hoz (�// V CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. M). __ P_ ® AavwN wED AND 11— Y10VOLT OUTLET ECTED W/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND DETECTORS AS REQUIRED BY THERM P cAs sup— VALVE RE %RO NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O� pEINFgiCEDJUNCTpN BOX O EUST FAN (VENT TOIXTERgR) O THERMOSTAT ~® - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. '; ® ��PMONE �re HDSEeWB wALL SVITCH E%HAUST FAruIGHTcoMBIruTXw - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. TO EXTERIOR) (VENT © TELEVLSION t' - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. t THREE-wAv swETCH WA�ps� IM• - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, i ® FLuoREscENTLx;HTFaruRE 8 ELEC—METER DRAIN TILE SUMP, AND WATER HEATERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. 1 a FouwwAvswlTCH J C� ELECTRIC PANEL N - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: , LOWvoLTAGeouRr=T TECHpuBsysTEM j DlscoNNECTswITCH z{ wAusWNce SANDI NS. r V 1 0 CIL 6.10 PRIME - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. . ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOWERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL RGOFNOALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5104 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ iX3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 I 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 ql 3NP FLOOR P �J_ FL. WDW 2ND FLOOR F Q �T FIDOR PI �J 1ST FL. VC& 1ST FLOOR FI FRONT ELEVATION 'A' U 1/4" = 1'-0" AT 22'X34" LAYOUT 1B" = 1'-0" AT 11" X 17" LAYOUT �� �1 2ND FLOOR PL H7_ q. FL. A W HT. QN. aOOR FIN. FLR. q�-I`sT 100R PL HT- 7ST FL. WOW. HT. _ 1ST FLOOR FIN. FLRR, REAR ELEVATION 'A' 1/4" = V-0" AT 22"X34" LAYOUT 1/B" = 1'-0' AT 11" X 17' LAYOUT F- x CM J i O cc x Q in ISSUE DATE: 09.22.2023 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 REVISIOK ■ BY: Q 00 Q wq to LL rr T oo � 0 W J Cl) a a~ W O W SHEET NO: FL 5.1 x CM J i LOT O 86 Q w 0 WP/GFI @ w I.'A j 10 accovD. aC � ISSUE DATE: He ` WP/GFI 09.22.2023 FOR REVIEW REVISIONS: 4 �I € T V! w a 4➢ u ' \ ATV AN AS / REQUIRED PER STATE AND LOCAL BUILDING CODEThese 1 rv' I -\ \ — GFI drawings are the property of Stadight o ,w w g 4 G m ° I' g ji 220 DISHWASHER T _ € DISPOSAL �� Homes and are not to be utilized for construction, or copied in or in whole Q W part without from w o a o g K GFl .l„t' MICROWAVE \ permission the builder. 0 2023 Starlight Homes o > }.aJ V FI ' yuF,lx ,GFI _ SERVICE¢��4 PANEL LAST REVISION 7i ' 1 -'1i� ''�T ) TO LIGHT/ y.ymm REG PUMP ©. O IFREQ SWITCH STANDARD ELECTRICAL BOX HEIGHTS (swircr�i� / KEYLESS n , BELOW -. GHT IN • / c7 }•.ABOVE 30A. ELEC ! \ WATER HEATER- - / SERVICE PANEL ; ; \ / -�-: SIZE AND LOCATION \ / I I PER BUILDERS LAST SAVED BY: TTIC — J'4 4 i 1 "- SPECIFICATIONS jj AND LOCAL CODES / — ELECTRIC METER o ¢ ` TELEPHONE/ / / / TELEVISION - `� { ( KEYLESS SERVICE BOX 8 w / ® ® - }, CEILui` ING\ 35 /GFI DOOR \ OPENER \ ' WP/GFI V/ 3P - ABI t F BABE CNET b Q co Q CABINE LU 60 Z IL He a� SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) � J OVER BATH CABINETS OVER KITCHEN CABINETS �, SECOND FLOOR PLAN 'A' FIRST FLOOR PLAN 'A' J U 1/4' = 1'-0' AT 22"Z UYOUT = V-0" AT 11- X 17- LAYOUT 1W = 1'-0' AT 27X34' LAYOUT = V-0" AT I V 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 DUPLEX WTLET wvAO wEATHERPRooF GFI WPIEZ WnET CULINCMWNTEO wCANOESCENT -TFIXiUiIE © CHIMES �� CEILING FAN PUSHBUTTW SWRCH ryROVIDE ADEQUATE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/U GHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' eq GRQU—ULTCIRC—INTERRUPTER DuvLEx WnET WALLMOUNTED1-13ESCENT LIGHTFIXTURE ���sM01tE DETECTNOW ® H R—REDAINIER CIIITEDwIBATTERY LEIUNG FAN —INCANDESCENT BACx�.i-TFKTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENTONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. A "AIFswDGHEO WPIEx ounEr T2pVOLTWTLET y RECESSEDINGIAESCEI LIGIR Fl— fYl GRCELMG MDUNTED LED FO(NRE (vP). VAPOR PROOF C. (PWVIDEADEOUATESIRPORT) gDw,IgEDANo IrrlEq- ® c EcIED W/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REWIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0' REINFORCED LNCTKKI aoz # O E%HAUST FAN (VENT TO Ex1ERx%i) BAcww cAs suvPLY WITH VALVE O THEgMOSTAT �® ® TELEPHONE HOSE else - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. wAu--H E—US1FANA1GHTcoMBINATxIN ro EZTBRroR) A (vENr © ��Y�ypq - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S t THr�E-wAr svnTCH 3 d d a FWR-wAr swrtcH ® FLuoREscENTLx;NT FIxTURE —+ �a wATEa STUB Wr 8 ELEC—METER o EIFCT-PANEL H H wALL sc.«x:e SHEET NO: WRITTEN INSAND , Low VOLTAGE WTIET TECH Hue srsTEM i DLscoNNEcr svDCH INSTALL PROVIDE AND - LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 6. ■ I _ +— " J � O Q H� ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 87 1z 12 s� �s These drawings are the property of Starlght 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 Starlight Homes NO FLOOR PL-tff--.& — _ _ _ _ _ _ _ _ _ _ _ _ 2NO FL. VWw,-tM& LAST REVISION OWNER'S BEDBED 2 4 ` �i A _ _ _ 2INO FLOOR FIN. FL n _11T FLOOR PL HT, f\' V _ 1STFL WPW T V c! CvFPD st • FAMILY RM 4 a ENTRY Q L1 ® •. 3 MAINTAIN MIN. 17R Q 0' - 7 13/32" �� .�. PR `,a OF WATER CLOSET6"e" HEIGHT AT FRONT , 1ST FLOOR FIN. F� � ILL M 1 1144� o W BUILDING SECTION V 1/4- = 1'-0- AT 27X36- LAYOUT iB- = i'-0- AT 11- X 17' LAYOUT W a� f+7 O SHEET NO: - FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8'SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4n4 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 87 4' r, FRONT ELEVATION V 1/4' = 1'-0' AT 21X34" LAYOUT 1B' = 1'-0' AT 11- X 17' LAYOUT CD +— w J � O I Q W ISSUE DATE: 09.22.2023 FOR Loon PL. FL. VYDW HT REVIEW REVISIONS: )OR FIN. FIR& LOOR PL HT_,_� FL WDW. HT.__ &&& 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 Starlight Homes LAST REVISION ■ >o11{1 Q4S lrY: t �•CN -� -� 6 o."000 jg III11 I I6 a ao N 2ND FLOOR PL. 1:1--& FL VODW FfT� m� W 0_ _2ND ao W W _...,. 2ND FLOOR FIN. F� _7 ST FLOOR P4. HT/\ _... _1SSF_L_YVDW & REAR ELEVATION V 1/4' = V-0" AT 22134" LAYOUT 1/8" = 1'-0" AT 11" X 17' LAYOUT 1ST FLOOR FIN. FLU\ V SHEET NO: FL 5.10 CD — w J � O I Q LOT 87 O 0 - - DATE: y WP/GFI L PATIO o A/C COND.ISSUE Q A/C < \ B H WP/GFI f � i 09.222023 FOR REVIEW REVISIONS: g �} WIC < EI �3 ( 1. d. j.. 1 y ('y OWNER'S BECK � �^w � ►TY \ � { Cj TVA _ FAN AS �.\ 103 lf$( REQUIRED PER ((��8 STATE ANDCIA BUILDING (y { CODELOCAL L J / a 4I / _ L- sF1' / )GFI; I DISHWASHER These drawings are the Property of Starlight Homes and are not to be G G m o w a �{ E (✓ -{ - .'T .. DISPOSAL ¢I y ` utilized for construction, or copied in part or in whole w m r o a s g LL w� i r „ k: I \® 22 _015u —� J L Y D -f I _ without permission from the builder. 0 2023 Spy mi i 8 a s LL < G VP 1 HVAC I 110E _ :, i I .,,.� „ I— i .... 'r v`1'- /� MICROWAVE SERVICE r ® x 1 PANEL aw �,;; �. __ Starlight Homes LAST REVISION © PUMP �c7 STANDARD ELECTRICAL BOX HEIGHTS \ Y TO LIGHT/ `7 �... SWITCH ( = - BELOW fig �� KEYLESS \AI.IC' SERVICE PANEL SIZE AND LOCATION SWITCHT/ IF REQ. i-2-Y aeovE O oA ELEc \ L.-, WATER HEATER, - ' \ / LAST SAVED BY: wAu cABNET y LIGHT IN , [ t ATTIC i / _ - PER BUILDERS SPECIFICATIONS AND LOCAL CODES / ELECTRIC METER. - I GARAGE i \ / oil - \ f� -... �i ...'_ TELEPHONE/ TELEVISION \ \ 5 0 r m 0 w ,. i � 3 ,,3 f / ® ®� BED [ / �-( } E -Y W C1C �' ... � SERVICE BOX C_ ) �tY 1 •` ,t1AKEYLESS \ mil*%rY d s1 /EILING\ I DOOR .. / OPENER \ \ w K sor HXTH VANm q `o RISE CABINET CABINET ., , G 111 { l ' / • r \ WP/GFI ,i /�L/� W Cn z � li cis �c;i � '� _ ._........_ '___.— __. X r LLJ 00 --_.—._.—. a HB L_ f� SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN V NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT—) FIRST FLOOR PLAN V O J F_ OVER BATH CABINETS OVER KITCHEN CABINETS 2 n J 1/4' = 1'-P AT 22LAYOUT = 1'-D' AT 11' % 17' LAYOUT 1/4' = 1'-P'XW AT 22'. LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 DUPLEX ounEr "' Is WEATHERPROOF GFI DUPLEX OURET © CHIMES ¢ iELNG MOUNTED WCANDESCENT IGHTFORUPE PUSHBUTTON SWITCH i I EILIM FMI 1PWV®E ADEOWTE SIRPoRI) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. p 1 DETECTOR - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FANLIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' � � GROLNDFAULTCIRCUITIN...... DwIEx OD T HARDWIRED �} WALLMOTED NCANOESCENi ® HARDWIRED AND INTFh UN T carwECTEDwieATTERv LIGHTFO(ilE✓E BACKUP L-TCE1FAN WITH WCANDEscENr LIGHTFIXTURE - 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} HALF.swrtcHED WNEX OU—T 4A VOLT OURET RECESSEDINCANDESDENTLIGHTFMTURE CO1 DETECTOR ORCEILNGMOWTEDIEOFIXRIRE HARDwREDANDINTER (VP) - VAPOR PROOF ® CONNECTED W/HATTEM \ (PROVIDE ADEOWTE SUPPORT) V - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY BACKUP NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. REINFaxED.urvcTXxTBOX O EXHAUST FAN (VENT TO EXTERIOR) O THERMOSTAT 0GASSUPPLYw VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL ...L,, CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TELEPHONE — HCSE III. - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. # w SWITCH {� EXHAUST FANAIGHTCOMBINATKN T y (VENTTOEXTERIOR) © TEIEV.- - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S {'+ TI<IEEwAY swITCH 1 a Fau y swrrcH f 8 ® FLwaEscENT L-ITFxTURE ELECTRICMETER o EIEcrnX: PANEL �. IR•WATERSTUO ouT }}�I WALL SCONCE SHEET NO: WRIT,T:N INBTRUC,Kx1S. - PROVIDE DETECTORS. BE , LOW VOLTAGE OUTLET TECH HUB SYSTEM i D6CANNECT SWITCH �{ FL 6.10 AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 UNITS MUST HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. v +e i F-- x fD —w J E O Q ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 88 12 12 e� �s These drawings are the property of Starlight Homes and are not to be utilizedr ROOF TRUSSES PER STRUCTURAL ENGINEER copied in par or m whole without permission from the builder. 0 2023 Starlight Homes ND FLOOR PL. Hi.. zNo FL_WOW HT. _ _ _ _ _ _ _ _ _ _ _ _ I LAST REVISION BED 2 OWNER'S BED - 1ST FLOOR PL. • ♦� Cy il♦_t_FI,_WDWHT _ *6 ENTRY ; w FAMILY RM 4k - i m m O m 17R@o-713W � � � NTAI N MI N. 3 HEIGHT AT FRONT P �����' � • �� � FOR FIN FLR OF WATER CLOSET _ - LO t] _ N BUILDING SECTION 'B' W 00 o 1/4- = 1'-0- AT 22-X30' LAYOUT W = 1'-0' AT 11' X 17' LAYOUT J //\ U a� 0 N J SHEET NO: - FL 4.2 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8' SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 18' O.C. (VINYL BOARD AND BATTEN SIDING) E10 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 omi 2ND FLOOR F 2ND FL. WDN SMOOTF PANELS / ..,2ND F FL0Qf �qJ 1ST FLOOR P Q 1ST FL VQW Qom_ 5 FLOQRFF r, FRONT ELEVATION 'B' 1 /4' = I' . AT 21X34' LAYOUT I.- = V-0' AT 11- X 11 LAYOUT 2ND FLOOR Dy.WDV 2ND FLOOR 1ST FLOOR I 1ST FL. WDV 1ST FLOOR I REAR ELEVATION 'B' 1/4' = 1`0' AT 22')(34' LAYOUT 118' = V-0' AT 11' X 17' LAYOUT r� Cz J � O I ISSUE DATE: 09.22.2023 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 dywy SAVED BY- XD 1 ' PR � t itRd LXr W 00 O aU) > a� 0 J w SHEET NO: FL 5.2 t- cM N � W J � � x w LOT 88 z WP/GFI @ N F'A { (O A/C COND. o HB i n/c < WP/G ISSUE DATE: 09.22.2023 FOR �. ...._ .f , \ REVIEW °WIC® t ( REVISIONS: � qj ((--'D V ►Tv 1 ANUS y� �y / REQUIRED PER E -))•'I:.1P{ -\ 'w�71-ClE" /- STATE AND LOCAL BUILDING( '\ These drawings are the property of Starlight Homes and are not to be utilized for construction, or I o •` ; DE { - \ _ ? a DISHWASHER C'FI� E ¢ << N j j�\ DlsaosaL — T . _1 ci F ( �� ' . E °< I o ; _ - n m �o i ° T y �} ��.-"'E \ {{ I — - \ ` f copied in part or in whole without permission from the builder. g 2023 3 ✓o i m z ° O 4 J = 8 8 8 w z F VP j .f S5 IIf '1" i E GFI / r1.7 MICROWAVE SERVICEI \ . GFi _ / > >4 Stadght Homes '., / PANEL_ ��Q , _ -t�� AEC. PUMP O[[: TO S LIGHT IF REQ. I: -SWITCH/ €i LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS TO LIGHT/ T III W 99 j SWITCH :j ABOVE WA. ELEc. _ KEYLESS BELOW .3 1 WATER HEATER) '--� 1SERVICE PANEL s l \ i SIZE AND LOCATION dl j IGHTIN '. 1I TTIC } ... n ;{ (GARAGIL: ( 1 a PER BUILDERS \ / ISPECFICATIONS AND LOCAL CODE / S LAST SAVED BY: wAu wsN+ ",:m":".?r\ •\ —. _ ' — —/1`"� j '` ELECTRIC METER /�� 70 TELEPHONE/ /TELEVISION � y :. BED 3 / '\ 1 73 %/ KEVIESS ,/.,/ / � v 1 H'� Y/✓� SERVICE BOX �'YXIi� 19 \ /EILING\ / ® ® BED 2( /GFI DOOR \ / OPENER \ li 13 T w Y WP/GFI /VW /y��/ m soc�emErm � � � BASE cnamET e °I or __... (/ \ �i� .... � X 00 Z --_--._-----He Vn } a SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) d) O J I OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN'B' FIRST FLOOR PLAN V —� 1/4' = 1'-0" AT 22"X34' LAYOUT = 1'-0' AT 11' X 77' LAYQDT 1/4" = 1'-0" AT 22"X34' LAYOUT = 1'-0' AT 11' % 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 oLwLEX— rcs �wr WEATHERPROOF GFI WPLEX gRLET © cHIMEs ¢ —TF MOUNTED NICANOESCENT F—IDFAN LIGHTFO[1URE PITS"&ITTIXI SY/ITC" (PROVIDE ADEWATESOPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE vfI GROLNUFAIILTCIHCNTMTEPAUPTER DUPLE%OUTLET �n{ tt HALFSYNTCHED WPLEXOURET LTov aMUNE DETECTOR f� HAnoxneDM+D INIEn Il,! wA TF—ED WCANDEscENT CONNECTED W/BATTEPV CEILN4OFANWRH NCM DESCENT L�"TPw^� BAcwIALMNT PIXIURE y RECESSED INCANDESCENTLIDHT--E (PROVIDEADEOIMTE SU—T) c02 oElE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. rnI XOLTaunET f�^} -1 E— q� DLEDFIXTURE ® DAN —EC EOAND WTER CONNECTED W/flATTERV - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY BACXu NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0� 0 EXHAUST FAN (VENT TO EXTiAm) THERMOSTAT �® DAS SUPPLY WITH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REwFORCED.uNcrXa BOX OT CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TELEnx �re HO - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. # wu.L swrtcH EXfUUSTFANAM.HTCOI -TXI d (VENTTOeXTEi © TELEwsroN SHEET NO: 3 - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 7 THREE W. swltcH --{_w LN WATFR sns an - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 1 FLwREscENTL-TFociURE e EECTRX:METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. $ 4 FOU y mi—I ® v ELECTRICPANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S wAu scONCE WRITTEN INSTRUCTIONS LaxvoLTAOE auTLEr / TECH HUB SYSTEM i DISCONNECT SWRCH .^ �� �L - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HRRDW1RED, INTERCONNECTF. AND PROVIDE BATTERY BACKUP. s CD +- w J � O Q CAI ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: LOT 89 12 12 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 the builder. 0 2023 _ NO FLOOR PLIT Starlight Homes 2ND FL. VI W_HT. Il lI LAST REVISION OWNER'S BED 2 m 4 BED +s S '� / % irGVED BY- 2ND FLOOR FIN, E R.& _ ,ST FLOOR 1 LT I — ,ST FL. V6UW_ 4 w `u 4 ❑ ❑ , � ; < ENTRY - FAMILY RM 3 INTAIGHT AT FRONT 7,3/3Z e MAINTAIN OF AT 1ST FLOOR FIN. FLF2. & _� ��'0, d P �, # `` Fr � BUILDING SECTION 'O' W 00 t� o `f 1/6" =,'-0' AT 27X34' LAYOUT 11W = 1'-e' AT 11' X 17' UYOUT a V/ O W SHEET NO: FL 4.12 ELEVATION KEYNOTE LEGEND FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED 8' SOLDIER COURSE ROWLOCK COURSE FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED [11MASONRY CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFAVALL INTERSECTIONS FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 514x4 CORNER TRIM BOARDS FIBER CEMENT LAP SIDING PER DEVELOPER W/ 514.4 CORNER TRIM BOARDS FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 1fi' O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. RIGHT ELEVATION 'O' L= ATTX4LAYOUT 1/8" = 1'-0• AT 11• X 17• LAYOUT LOT 89 2ND FLOOR PL HT. 2ND FL .. HT. 13 2ND FL0092 FIN. F R. 1ST FLOOR PL HT. 1ST FL. WOW HT. /1 1ST FLOOR FIN. FUR. FRONT ELEVATION 'O' 1/a' = 1'-0" AT 22"X34" LAYOUT 1i8' = 1'-0" AT 11• X 17" LAYOUT REAR ELEVATION 'O' 1/4• = 1' 0" AT 22"X34" LAYOUT I V = 1'-0" AT 11• X 17" LAYOUT t` x CM - N J � 0 C= x Q ISSUE DATE: &OR PL 09.22.2023 FOR y -m'-w HT. REVIEW REVISIONS: )OR Fa.. FIEn LOOR PL FIT. & EL-V"QW These drawings are the property of Starlight Homes and are not to be utilized for construction, or FtN. FSR-- /q copied in part or in whole �/ without permission from the builder. 0 2023 Startight Homes LAST REVISION_ SAVED BY: Q v+ O fn LL 2ND FLOOR PL. H X /y�� N Z _2ND FL. WCVW FITS\ LI W W Q °- o W J W LOR FIN. FLR. & AOR PL. HT•... & i_WOW. Hff—& AR FIN. FIR. _. � V SHEET NO: FL 5.12 t•— x CM 4— w J i a Q U LOT 89 Z p o ❑ A/C COND. 4 AT3 ac ISSUE DATE: a � HB 09.22.2023 FOR WP/GFI e — REVIEW g® WIC REVISIONS: I i i-AM, Y RM C' NER'S B, F )TV \ TVt FAN AS \-\ i� �• § REQUIRED PER \ STATE AND \ i• t/i € '� \ j 1 " / j /r E[ ¢ w we w LOCAL BUILDING g.:€� `� € CODE I tl /-� - - Vf t 3 These drawings are the property f Start ht o Ig�7j_! < < o a // GFI DISHWASHER Homes and are not to be utilized for construction, or n , 1 KITCHEN � DISPOSAL copied in part Or In whole f a r Q > w N m � "w Q =.0 u �g ��r �zzo�v rE without permission from the budder. !1 2023 y, o o a° < ~'o /- E p ............ d €.. & _ S' C' '€ MICROWAVE 4 , _ GFI i Starlight Homes - " o Y w ° - HVAC - SERVICE PANEL LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS r r TO LIGHT/ f ... 3 I tM " BELOW ',- r _,. " ' KEYLESS y y �, 'tt SERVICE PANEL SIZE AND LOCATION TO LIGHT/ - ". � P W •—RFC PUMP a F ABOVE 9 :RE o. � 2-; [ - A ELEC.I JJ I 1"" WATER HEATERSWITCH € 1 r--- \ ' LAST SAVED BY: WALL CABINET LIGHT IN 3 --- ATTIC j --- ---- _ / PER BUILDERS SPECIFICATIONS AND LOCAL CODES (" \ (•.i�r`'-�°l<:=-F / I, ' ELECTRIC METER i •I-"�--�-�� 10 iii TELEPHONE/ - - _ �•-p� j i,-G .'� TELEVISION SERVICE BOX _-_"� q� 1 \,,-/KEYLESS \` L )Y I FlY / \- _)fVWI- w > /FILING\ c� B L_) 2 I: I GFI DOOR \ ") f )' / OPENER \ s WP/GFI 0 b WH1GH— ; `o BASECABMET cAe1NET m � = ry i )s I \I Q 1 V) Z of ,•1H�, �1'r� E, / /yr� LLj a tom - NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) O J SWITCH AND RECEPTACLE BOXES SWITCHBOXES SECOND FLOOR PLAN FOF FIRST FLOOR PLAN rO' OVER BATH CABINETS OVER KITCH N CABINETS 2 1/4" = 1'-0" AT 27X34" LAYOUT = i'-0' AT 11' X 17" LAYOUT U 1/4" = 1'-0' AT 27X34' LAYOUT = 1'-0" AT 11" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALLARC FAULT CIRCUIT-INTERRUPTERS(AFCI)AS REQUIRED BY NATIONAL ELECTRICAL MPLE—RET © cwr.Es cEx.wc MOLwTEoacANDEscENr LIGHT FB[TURE PIISHEUTTON SIYITCM n W cEILnG F,w CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0— WEATHERPROOFGFIWPLEXWTLET �IIIJJJ„ ryROVIDEADEOwTEsuPP 1 v - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." ate, G-FMATCIRCu1T.WTERRWTER ouPLEX ouTLET ' 1t0V SM E. DEIECIOR ��/y�} WAHTF-EO WCANDESCENT ®-NECTEDAlAINIER" ' Y LIGHTFORWE CWNECTED W/BATTERY BACNLP CEILINGFANWITHMCANDESCEW LIGHTFIXRIRE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE µVy,, R HALP SWrtCHEO WPIE%WIlET y RECESSED INCANDESCEMLIGHI FIXTURE C. DE1ECTOR lY^} LED —RE E� ING (PROVIDE ADEQUATE S-RT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. (DER' PUNTED ® HAARMIREDA101— WT9ATlERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. NI --TOURET REINFORCED JUNCTpN BOX BACNLP�D Q EXHAUST FM (VENT TOEXTERM) THERMOSTAT O I---® GAS SUPPLY 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. $ swrtcH WALL EXHAusT FAN,_cHTcoAe+uTpN ® TELEPHONE �� HosE BMe - ELECTRICAL CON TRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (VENTTO EXTE—) © TELEv1sroN HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - #I THREE-WAr SWITCH a ELECTRIC METER --}_ �M-WATER sns ouT ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, !! i a FWR-WAr ® FLWRESCENT LIGHTFD:TURE 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 ELECTRIC PANEL WRITTEN , Low vo -CE ouTLET TECH HUB SYSTEM OGCONNECT SWITCH i —LscONCE INSTRUCTplL. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.12 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. C3 _ N O I Q ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION i/ V � k- �/ � a X CO J Ui a w 9-0 w W2 J w Q a m a J N SLAB PERIMETER PLAN 9-PLEX 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT t� C3 J i CIZO i Q ISSUE DATE: 09.22.2023 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 ,�,�►►11111 // -.. QC) Ski - a 00 0 Z Q T W J c 5-0 W2 J w Q a m a J rr7 SHEET NO: A0.1.1 NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING REFER TO LARGER INDIVIDUAL PLANS AND 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. S/ - SEWER CONNECTION e I i FIRST FLOOR PLAN 9-PLEX �f 1 = 1'-0' AT 2TX30' LAYOUT tie' = 1'-0' AT 11' X 1T LAYOUT TRANSFORMER 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK f� Cz J f O i Q ISSUE DATE: 09.22.2023 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 � wr►�tkbtl �� X r a CO W Ja aH o p o J U- Q ~ E ILL 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. F3, FIRE PARTITION/ FIRE BARRIER LEGEND 2-HOUR DWELLING ' SEPERATION WALL OW - WATER CONNECTION ® -SEWER CONNECTION FIRST FLOOR PLAN 9-PLEX 1/I = 1'-. AT 2;.:' LAYOUT 1/S- = V-e' AT 11' X 1T LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK ® is 101 0 x C7 - N J � d: I Q ISSUE DATE: 09.22.2023 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 �e toHar, X CO r a W a EL— FN- o Ip o J LL ILL a N SHEET NO: A1.1.1 a NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. /C -SEWER CONNECTION SECOND FLOOR PLAN 9-PLEX 1/4' = 1'-P AT 22-X34' LAYOUT 118' = 1'-0' AT 11' X 17' LAYOUT BUILDING KEY LOT 87 i LOT 88 LOT 89 I I I II— C w J f O en II— ISSUE DATE: 09.22.2023 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 I LAST REVISION 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. S® - SEWER CONNECTION SECOND FLOOR PLAN 9-PLEX 114" = 1 `0" AT 2TX34' LAYOUT 1,B' = VAT 11' % 17' LAYOUT F- CD y J � O Q ISSUE DATE: 09.22.2023 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 R QMI11/// A$T>' AVED BY: 00 J " d = a ry Z= —'Ill /1LU 611 O) CO rT X r CO Z Q J W Cl) a cc J o d~O _j 0 Q o U W f) SHEET NO: A2.1.1 t- c� — w J f O G: r Q ISSUE DATE: 09.22.2023 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 REVIS (� " kVED BY: CO Lu ' ' 0 X 00 a W (n CO z aQ a J w rQ w SHEET NO: A5.1 PLAN 1386 PLAN 1386 i PLAN 1386 i PLAN 1386 PLAN 1386 LOT 85 1 LOT 86 LOT 87 LOT 88 LOT 89 ELEV M ELEV AR ELEV M ELEV BR ELEV O r, FRONT ELEVATION 9-PLEX 1/6' = 1'-0' AT 2T'X34' LAYOUT 1.- = 1'-0' AT 1 V X 11- LAYOUT t-- C3 J � O 2 Q II— ISSUE DATE: 09.22.2023 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 • 0 0 W J N 10 a J w a W SHEET NO: A5.1.1 COR-N eEYOh t wl PLAN 1386 PLAN 1386 1 LOT 85 LOT 84 ELEV M ELEV J PLAN 1386 LOT 83 ELEV KR REAR ELEVATION 9-PLEX 1/4' = 1'-(Y AT 22 )CW LAYOUT 1Ar = 1'-p AT 11' X 17' LAYOUT PLAN 1386 LOT 82 ELEV LR PLAN 1386 LOT 81 ELEV NR CD — w O (.: I Q ISSUE DATE: 09.22.2023 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 -..A / SHEET NO: A5.1.2 I -WALL ONO PLAN 1386 PLAN 1386 PLAN 1386 MPLAN1386 I aPLAN13861LOT 89 LOT 88 LOT 87 86 I ELEV O ELEV BR ELEV M AR r, REAR ELEVATION 9-PLEX 1/4' = 1'-0' AT 22'X34' LAYOUT 1/8' = 1'-0' AT 11' X 17'LAYOUT II— x i CM T y � W J i O I Q ISSUE DATE: 09.22.2023 FOR REVIEW REVISION These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION T SA*D 5)14 rLLT X 00 ch W rn J o a' Q a Q� .J J Q w SHEET NO: A5.1.3 LOCATION OF METER BANK TO BE DETERMINED PER BUILDER AND POWER LAYOUT LEFT ELEVATION 9-PLEX PLAN 1386 LOT 81 1/4' = T-0' AT 22104• LAYOUT LB" = P-0' AT 1 V X 17• LAYOUT ELEV NR rr- cD J i O I Q ISSUE DATE: 09.22.2023 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 v o i SHEET NO: A5.1.4 1< i I i , I I r G� I �,I t a I I I AIDGIC i3 t "..`I .. CRICKET PER I CRICKET PER BUILDER 1 j�-BUILDER A �I I I l 1 I 1 I 5.12 1y I -.. L4... ........... PLAN 1386 LOT 84 ELEV J PLAN 1386 j LOT 85 � ELEV M f- x — w J i O I Q f� ISSUE DATE: 09.22.2023 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: A5.1.5 I FIRE BLOCKING AT EAVES NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. 4-p• SOFFIT TO BE NON-COMBUSTIBLE SOFFIT. I CRICKET PER " I BUILDER .I I .I 1 I r I I 'I 1 t 1 1 I I I I 10 o G9` F, i I t r 512 - ------ ��--` i J T-5 12 �7--------- ;� PLAN 1386 LOT 87 ELEV M ROOF PLAN 9-PLEX 1/4" = 1'-0' AT 22"X34" LAYOUT 1/e" = t'-0" AT i 1" X 17" LAYOUT 4'-0' TYP. FIRE RETARDENT PLYWOOD MIN 4'-0' EACH SIDE OF TENANT SEPARATION NO ATTIC VENTING OR OPENINGS ALLOWED, PER 2020 FLORIDA BUILDING CODE -RESIDENTIAL SECTION R302.2.2 CRICKET PER BUILDER I l I 51�1 — — 512 — :%6 rr- x CM — w J � O I Oct I-.— ISSUE DATE: 09.22.2023 FOR REVIEW REVISIONS: These drawings are the properly of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION "WtLLI It}, J H a a J a C� o O Q SHEET NO: A5.1.6 v I— SILL PAN R AS" SUFRWXT SET SECOND PEGE IN SEALANT FLASHINS PAPER IBM FLASHINS cz +OVERLAPS J m Ei iERWR SEALANT FLANSE r SILL BELOW SEALANT SILL AT SILL i4010M Q 5HfrATHIN6 UQ P.T. DAM BACKER BD. 86111ID TRIM NAIL FIRST NAIL SECOND C4 214 PIECE AT TOP PIECE ON TOP 5/4' TRIM ED. MEE aEV1 TRIM SILL TRIM ISSUE DATE: 01.16.2023 FOR c4mW. ) FACINS V1,6YP. E'D. BARRIER 02 REVIEW t� � T KEit BACW. VFsarex RESISTANT 2 In BEHIND TRIM BARRIER w OVERHANS I I� REVISIONS: DRYWALL SHEATHINS BOARD AND ZOMEATHING SIDING ON BATTEN SIDING Ti1RRING I VRAP SLIPS PAPER CORNER BOARD DETAIL JAMB DETAIL WALL SILL DETAIL 5TEP I STEP 2 �I�I� TO SEAL AMM FBEIRA7101CH IUE A TH"IZE MTAL FLA7E MMED N W WN SEALANL SM7111116 WAP AW4 111E METAL FLATE SMD LAP OVM 11E FIA1E MW *VA*M WRAP MCH PT SHOOED E GMW affEAft HALL PENETRATION FLA5HINC DETAIL These drawing are the ProP" Of StA* 6ALVANI2® 20 SUB Form and are not to be 12 1FRE-MAN1F. DRIP EDGE F `UA -M uWbW fm OOnshHCtlOn, Or 6ALVANIZ® }, 6ALVANIZ® TRW copied in part or in whole DRIP EDGE PRE-MAKIF. DRIP EDGE without permission tram ALUMINJM FASCIA TR155 WOOF Wane 0.M � b�. ®2�9 2x4 50 OVER %6-FAWA J CHANIB PLUMINIM FASCIA FASCIA ILLY) FIN64 ALUPMNH FASCIA 2x4 SUB OVER SUB -FASCIA O.H. ( OVER SUB -FASCIA O.H. 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HIS/ �� ISSUE DATE: ai 51EATHNS / pI� 01.16.2023 FOR REVIEW SIEATKV 51fATHINS 9' REVISIONS: SEALANT B6A10 mm HAM BEFM .PM I ASHIM ROUSH OPENNS ROUGH OPENING POT&LATIOK INSTALL FLEXIBLE INSTALL FLEXIBLE FLA5HIN6 FLASHING WRNERS 4• AT WINDOW SILL MWOW M AN5E ANXH RAM M AT HINDOW 51LL SILL Y(W Fl./uIM15 SILL Ii.ASNIHIS These drawinps are the Prop" of SWW c HOr m and are rat to be SILL fl.�U''IMS uIlllzed for construction, or copied in pail or in whole without permission from the builder. ® 2023 WIDOW FLAS *15 METHOD 'M' MNWM FLA51NNS METHOD Wl' HNDOW I AWNS METHOD 'M' HINT OYi FLAW METHOD 'A -I' StarW Homes A A WINDOW INSTALLER WILL CUr THE BUILDING PAPER AT A 45° ANGLE TO A O POINT 9' IF AND 9' OUT FROM THE ZIPPER CORNERS OF THE ROUGH OPENING. O A. 5-STEP"WSrA554Lf5HIN6 (EXTBNDIN6 4' BEYOND THE ROU6FI OPENING INSTALL EACH L SILL 3 A APPLY A GONTIN10U5 BEAD OF SEALANT O WINDOW FLANGE ON THE BACK SIDE OF THE 4 A. INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. O B. THIS WILL MAKE A 'FLAP' THAT WILL BE USED to COVER THE HEAD FLASHING IN STEP 6. ON CORNER SHIELD FLASHING (FASTEN WITH MOISTOF SEALANT B. INSTALL THE WINDOW ACCORDING TO THE MAWFAGTIA2ER5 B. EXTEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 6' BELOW THE ROUGH OPENING. LAST REVISION ORS SPEGIFIGATIGNS. G. INSTALL THE WINDOW AGGORDING TO THE MANUFACTURERS G. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL SPECIFICATIONS. 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TO�N.LOSEkER51Ui£ To BE TO THE Wf'.,IDE SI14AL£ B. ON INSIDE PERIMETER OF WINDOW APPLY CONTTN10U5 BEAD OF SEALANT OR EXPANDABLE FOAM WINDOW FLASH I NO AND WRAF DETAILS SHEET NQ °"2 3z P OMMKSLVM DfIamwAl"m LA- MS,"MWl )CR WW ALUBAm �.�.�:� OR nnAOADBATmI _ ma NIAF MOM MAP (m OUT HOMY ~ 90 TNAT Z v w 19AWW "M MER HMW srmm w 190EYORlEA11N6 J k~TAPE Wa . i �� GRSlIOR9EA1MI6 gfmmsn: 9BLfi6tlFBO JBro LE WARS. W CA LK c x T F A94M OVMt TOP OF 5/4 LW YT NF lE! mism mrl9Na nOOZN 71 4 NAME ED TRIM AB TRABMT W wA'OIBIL Y'RM — 53MCFEMMM ffaVlLI4.a0 NOr GLLK LEAVE A LW &W BETH M T 90rIM W BdO]IB FLA9NN8 AM SOW FLAW AS _ _ _ SOW DO NOT CJlI.K + HOW BIM GlaM1B1E�f /t WNNWWIMRVARYMM6MM n MM YKnPZaM nusnBcawcmLroMRHMM WOMFNMM� � "SWM&W ISSUE DATE: 01.16.2023 FOR SN711 wiW]I FMOMMM sm REVIEW ZMIEAMff 225 d YBA71R u IMSRI9,SMi5pIBQl _ _ WHABE®Tlsl N:IBlB01(OL fli 90AOABIMTEN REVISIONS: BaAI®AIO MTIBL `"'®n'aOAPVA AND SIDING / TRIM AT H05E BIB 7• VARIES 2• Wa5WR SMARM LAP SOME, S VJM ry SOW Oft BO.WD Ado BATTEN HMO WUP CUT HOUSE ~ W TIMT Z fLAMM6 PITS M ER HOIBE `RAPT" These drawings are me 51 DI NG / TRIM AT ELECTRIC METER BOX 9TALOm 9,R. STMETat sRIP �,,,,,, Slaftm 'Z' FLASNN9 BCFM at SHEARM Hones and are not to be Z FL«N OVER MP OF s/t• HVPDIE ED ufted for Lanstruclim, or 1F" L LE"VEAraMt'T FLASHMS DO&AP MOM �NOT IRM copied In part or in whale LEAVE A I/t sAF —� cMuc wWW permisean from BGE90 mm" ETHIN'r PLC 3 c AM SOMW Aa the Milder. ® 2023 LAPSM.Wa SMOR BAWAD DD Nar Stern t Homes 9ATTM 223d YEATHER a M A9 WAO ve+r /t' NBOESSARY LAST REVISION IBIEENW Cur HOUSE MAP SO iNAT Z FLASHI1B Fh9 mm HMSE KAImlM N2BE 225 d WATHR OIIr I V2..vMmES 1!o MW TAPE IPSM Iwv FAnatsw T s/t• IUADw: BD TRM wwE tron m z M AS" OVER Tar Ly OF!VW HMmIE W TRNL LM4 WSAP lEMW9W AD T "LOft 0 wrcmx LAST LEAVE AVt• BAP BE1HM *Z'-----M6 t• � LAP 9IDINS, MVJM (NSD1B,lWZSpBDR FLAM" A050ANG AS _ R SHOW w NOT OAJn.K WDIAM MEATOMMMME dnZ NM IN1RI®BrNS' WiEB 5DMB OR EOM® MD BATTEN MW AV EATS a `` � /4• WWImE®TPM � ®•N •��. 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D-3 5101NO / TRIM AT ELECTRICAL OUTLET _ 2' TO 4' LAP AT--) HORIZONTAL JOINT / I I I I I III III II II j2TO 4" LAP AT IZONTAL T A6 I I I I I I I I I I I I \ I I I I I-Q!T EWRAP, WINDOW I I I I \ / I I I I I I PAPER SFIEATHIN6 WRAP (BUILDIN6 PAPER I I I I I I OR HOUS" AP) CARRIED II I I I I I BELOW BOTTOM I I I I I OF SFEATHIN j 4' TO 6' LAP AT \ VERTICAL JOINT \ / ALWAYS WRAP AROM CORNERS 12' MIN. SHEATHI NO WRAP DETAIL INTERIOR DOOR ROUGH OPENING SIZING CHART DOOR DOOR GALL ROUGH OPENING ROUGH OPENING DOOR DOOR TYPE 51ZE ON DETERMINED BY DETERMINED BY R.O. R.O. SINGLE WIDTH x b-b OR INCHES TO THE INGHE5 TO THE 82-I/2" DOOR WIDTH x b-O WIDTH ALLOF THE 1 HEIGHT OF THE GALL WIDTORSIZE b-8 WIDTH EQUALS THE DTHE DOUBLE BI-PASS GALL SIZE WIDTH TO HEIGHT OF 63" qq" WIDTH x b-O THE GALL SIZE WIDTH x b-b ADDING 2 1/2 INCHES ADDIN6 2 1/2 INCHES DOUBLE BALL CATCH OR TO THE WIDTH OF THE TO THE HEIGHT OF 52-1/2" qb-1/2" WIDTH x &-O GALL 51ZE THE GALL 51ZE DOUBLE WITH WIDTH x b-b ADDING 3 INCHES TO ADDING 2 1/2 INCHES T-A5TRA6AL OR THE WIDTH OF THE TO THE HEIGHT OF 52-1/2" WIDTH x b-O GALL SIZE THE GALL 51ZE SINGLE POCKET WIDTH x b-b ADDIN6 2 INCHES TO ADDING 3 1/2 INCHES DOOR OR 2x TO THE HEIGHT OF b3-1/2" q9-1/2" WIDTH x &-O THE WIDTH OF THE THE GALL SIZE DOUBLE POCKET WIDTH x b-b OR INCHES TO 4x THE ADDIN6 3 1/2 INCHES TO THE HEIGHT OF 83-I/2" 9q-1/2" DOOR WIDTH x b-O WIDTH OF THE GALL ZE THE GALL SIZE �Q N -(�V n m n n p WIDTH p p p ADD 2" EQUALS la ADD 2 1/2" ADD 3" SIN6LE DOUBLE 51-PA55 DOUBLE BALL CATCH DOUBLE W/ T-A5TRIGAL ADD 2" n ADD 11 3/4" 1n I I I I I °pp ( I I p GALL GALL Q GALL GALL GALL GALL 51ZE SIZE SIZE SIZE 51ZE SIZE SINGLE POCKET DOUBLE POCKET NT. DOOR ROUGH -OPEN I NO S I Z I NO CHART I— Cm � � v .J s Z Q t— ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These drawings are the propel of Hanes and are not to be utllaed for awatruction, or copied in part or in whole w*W permmm from the builder. ® 2023 StarW Hanes LAST REVISION LAST SAVED BY: 600 AMP SERVICE (4)-150 AMP MAIN TENANT BREAKERS / CD ENTRANCE RATED (1)-100 AMP MAIN HOUSE PANEL W Jf #1 #2 #3 #4 010, HOUSE _ Q 120 240V 1 01 32 CIR 32 GR 32 CIR 32 CIR 0 12 CIR 10 MLO MLO MLO MLO MLO PANEL PANEL PANEL PANEL HOUSE ISSUE DATE: PANEL O1 tAP 06.22.2023 FOR AAA REVIEW SL B O PVC 21 #4 2-PVCREVISIONS: V OTHERS (1) #4 CU (1) #4 CU WIRE BY OTHERS (3) 2/0 ALUM (3) #1 ALUM I I I I I I I I I �P I I AAM1 J L These drawings are the 2 GALVRODS I property of Starlight #2 CU Homes and are not to be I I I utilized for Construction, Or NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC copied in part or in whole PURPOSES ONLY, ALL INFORMATION SHOWN WAS I I without permission from PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS I �P OF THE 2014 NATIONAL ELECTRICAL CODE. Oft the builder. 0 2023 r \ I Starlight Homes fL LAST REVISION 9-UNIT ELECTRICAL PANEL DIAGRAM " I '2- I I I \ \ J DETAIL 1 9tPAP5 I I 2 �22"X34" LAYOUT = 1'-0" AT 11' X 17" LAYOUT I I I I I I LAST SAVED BY: 600 AMP SERVICE / (5)-150 AMP MAIN TENANT BREAKERS I I I A, ENTRANCE RATED ,tic A A C #5 #6 #7 #6 O1 O1 #9 O VrC 0 2 120 240V 10 1 O/ 32 CIR 32 CIR 32 OR 32 CIR 0 32 CIR MLO MLO MLO MLO MLOEP PANEL PANEL PANEL PANEL PANEL 5 0t 01 -100�OO V/ � PPS J (2) 3" PVC BY OTHERS 2-PVC #4 CU fL WIRE BY OTHERS (1 j (3) 210 ALUM fII 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, 7rH EDITION. � PLUMBING RISER DIAGRAM U 3' = 1'-0" AT 22"X34" LAYOUT = V-0" AT 11" X 17" LAYOUT 2 GALVRODS #2 CU NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2014 NATIONAL ELECTRICAL CODE. 9-UNIT ELECTRICAL PANEL DIAGRAM SHEET NO: DETAIL 2 D-5 1' = V-0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT BUILDINGCODE: FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2D20) MIND" ROOF LOADING: TOP CHORD LIVE LOAD: LESS THAN 4112 PITCH 20 PSF 4112 PITCH OR GREATER 16 PSF TOP CHORD DEAD LOAD: METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAY TILE 15 PSF (REFER TO NOTE 1) 1. BUILDER SHALL VERIFY WITH ROOF COVERING MANUFACTURER'S WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD UVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRS/SW1NG DOOR 30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPUED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1607.1 BOTTOM CHORD DEAD LOAD 10 PSF MINIMUM FLOOR LOADING: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS_60 PSF STAIRS 40 PSF BALCONIES (LESS THAN 100 SF)__PO PSF BALCONIES 100PSF TOP CHORD DEAD LOAD: CARPET, VINYL, OR WOOD 10 PSF CERAMIC TILE 10 PSF (REFER TO NOTE 2) 2. TILE FLOOR LOADING ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO A 23/324NCH OSB SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOISTRRUSS SPACING LESS THAN 244NCHES O.C.. CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD 5 PSF GUARDS AND HANDRAILS: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 200 LBS IN -FILL COMPONENTS 50 PLF ROOF RAFTERS/TRUSSES LIVE LOAD L 1240 TOTALLOAD L/240 FLOOR JOISTSRRUSSES LIVE LOAD L 1360 (REFER TO NOTE 3) TOTALLOAD L 1240 (REFER TO NOTE 3) 3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S WRITTEN SPECIFICATIONS. FOR TILE FLOORING, REFER TO THE TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS WIND LOADS MATH PLASTER OR STUCCO FINISH L / 36D WIND LOADS WITH OTHER BRITTLE FINISHES L I240 WIND LOADS WITH FLEXIBLE FINISHES L / 180 DIFFERENTIAL DEFLECTION: THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24"0.C., THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERSITRUSSES SPACED AT 24' O.C. LIVE LOAD L 1240: 0.20' MAX DIFFERENTIAL DEFLECTION TOTALLOAD L1180: 0.27' MAX DIFFERENTIAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24" O.C. LIVE LOAD L 1360. 0.13' MAX DIFFERENTIAL DEFLECTION TOTALLOAD L 1240: 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. AIRMANDLER UNIT MCD MONTA CONSULTING III DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC BCDL. BOTTOM CHORD DEAD LOAD MPSI MILLION POUNDS / SQUARE INCH BRG. BEARING NO. NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE t CENTER LINE O.C. ON CENTER C.J. CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIA DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURE TREATED ELEC ELECTRICAL REQ'D REQUIRED ELEV ELEVATION RM. ROOM E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING E.W. EACH WAY SCL STRUCTURAL COMPOSITE LUMBER EXT. EXTERIOR SGD SLIDING GLASS DOOR FBC FLORIDA BUILDING CODE SIM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FLR. FLOOR SO. FT. SQUARE FOOT/FEET FND. FOUNDATION SUB SUB -CONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT/FEET TCDL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD FM. FIELD VERIFY T.O.M. TOP OF MASONRY GALV. GALVANIZED T.O.W. TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYP. TYPICAL GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE MDR. HEADER VERT. VERTICAL HGT. HEIGHT W/ WITH HORIZ. HORIZONTAL VWVF WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND DESIGN CRITERIA WIND CODE: ASCE 7-16. MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, 71h EDITION (2020) WIND DESIGN REQUREMENTS, RISK CATEGORY BUILDING TYPE y6 WIND SPEED (ULTIMATE) 139 -ph WIND SPEED (ALLOWABLE) JOB mph WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.19 MAXIMUM MEAN ROOF HEIGHT 30 8 VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 Pd ROOF SHEATHING & NAILING" COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE4 PRESSURES (PSF) ZONE PRESSURES (PSF) 0 - 19 ft +29.2 -31.7 +29.2 -39.1 20-49e +27.9 .30.4 +27.9 -36.5 50 - 99 R' +26.2 -28.7 +26.2 .33.0 1 DO -199 A? +24,9 -27.3 +24.9 .30.4 200+IF +235 -26.0 +235 -27.8 11 x 110' GARAGE DOOR +25.7 -29.1 7'4r x 18'4Y GARAGE DOOR 1 +24.6 -27.5 SOFFIT PRESSURES +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/RIDGE INTERIOR ALTERNATE EAVE/RIDGE INTERIOR LL SPAN MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING .0 RATING THICKNESS TYPE (EDGE /FIELD) (EDGE/FIELD) TYPE (EDGE /FIELD) (EDGE /FIELD) _ 4/12&LESS 32/16 15/32" RSRS-01 6/6 616 0.131"z 3" 4/6 6/6 w 4%112& GREATER 24/16 7/I6" RSRS-01 6/6 6/6 0.131"z3" 4/6 6/6 RECOMMENDED 40/20 19/32' RSRS-03 or 6/6 6/6 0.131"x3' 4/6 6/6 w (ALL PITCHES) RSRl-. F� ALTERNATIVE 32/16 15/32' RSRS-01 6/6 6/6 0.131"x 3" 4/6 6/6 (IF PERMITTED) '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 RBD3.2. CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS, OSB OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. FOR TILE & METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN SPECIFICATIONS. 2. BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WITH THE SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS. 3. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24' O.C. 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH LESS THAN OR EQUAL TO4112, THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE STRUCTURE. 5. THE'EAVE / RIDGE' ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS. 6. EDGE = NAIL SPACING ALONG PANEL EDGES. 7. FIELD= NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. 8. RSRS-01, RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING THE SPECIFICATIONS IN ASTM F1667. 9. 0.131' X 3' SMOOTH SHANK NAILS MAYBE USED IF NOTED IN THE ROOF SHEATHING AND NAILING TABLE. "N P' INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TILE ROCIPS: 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY WHEN PERMITTED BY THE MANUFACTURER'S WRITTEN SPECIFICATIONS. 'N.P.' INDICATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24116, AND A MINIMUM THICKNESS OF 7116' OSB OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAY BE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL NTH (i HROWO.131'x 2-10NAILS AT 3'O.C. AT EDGES, AND 6" O.C. IN THE FIELD. INSTALL MIN. 2x4 SYPM2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL WF10 FOR MORE INFORMATION. FASTENERS: REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING, ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131" x 2-12' OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT-D PPED ZINC -COATED GALVANIZED STEEL. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A153. APA RATED SHEATHING NOTE: SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE 2.4 SYP 92, NAILED AT EACH END WITH (3)- 0.131"x 3" TOE -NAILS. INTERIOR ZONE - ru j7:r. �EAVE/RIDGE ZONE ., Jj�d �� �j� %pj' a =4 FEET FROM ALL 1� F ` EAVES AND RIDGES- j �V11�� PER FBC-R301.2(7) _ R yO�r - I- I- O STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ HEAD DIAMETER LENGTH Sd 0.131' z 21' .281' 10d 0.148' x 3' .312" .131'x 3- GUN NAIL 0.131"x 3' .281" 12d & 16d SINKER 0.148".31" .311' 16d 162" x 3#' .344" (RSRS-01)RING SHANK113'x21" L0.131"X2� .281" (RSRS-03) RING SHANK .281' (RSRS-04) RING SHANK120' x 3' .287" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ, IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1667. SHEET S1 S1.1 S2 S2.1 S3 S4 S5.2 S5.3 S5.4 INDEX OF DRAWINGS SHEET TITLE o a ° 0 o it, ww-- STRUCTURALCOVER STRUCTURALNOTES FOUNDATION PLAN FOUNDATION PLAN FOUNDATION DETAILS NOT USED FIRST FLOOR FRAMING PLAN w q'°� u ' I ° s 4 FIRST FLOOR FRAMING PLAN00 NOTES & CONNECTOR LEGEND V ROOF FRAMING PLAN � <, f; G ROOF FRAMING PLAN MODEL SPECIFIC DETAILS GENERAL DETAILS 1 1 o00 GENERAL DETAILS GENERAL DETAILS moo 1 1 SD8 I PARTY WALL DETAILS a PW1 U373 WALL ASSEMBLY w PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY a SDWC SDWC DETAILS a SDWF SDWF DETAILS WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES INUMBERI DATE I DESCRIPTION I INTIALS 15, 1 2/28/2023 CREATED 9-UNIT BUILDING TYPE W PER TYTH-BLDG 1 (BFS) DP 2 9/1/2023 APPLIED ARCH UPDATED 9-UNIT BUILDING TYPE W REVISING PATIO DP V TO 4'-0" PER TYTH-BLDG 8 It STRULT: OP >� QC CMEOK: CC Q w JOB No. STAR-18410 2 SQ AS INDICATED w DATE: 10/18Q3 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 DIS57 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 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. BAEFER 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 REQO LAP SPLICE, EMBEDMENT, MID HOOKED REINF. STEEL ONCHES) GRADE 40 GRADEW BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" "B' 'C" 'D" 'A' 'B' "C "D' MASONRY "D' CONCRETE #3 2-1/4' 41r• 6" 15' 2-114' 412' 6' 15" 18' #4 3' 6' 6' 20' 3' 20' 2d'#5 3-3/4" 7-1/2' 6" 25"3-3/4' 25" 30' #6 4-12' 9- 7.41rr Ef 4T 36"#7 5-1/4" 10-1/2' 7 4T.5-1/11" 53" 53" o #3=2 K' 3' #5= #6. 3" #7=3)'' 9• LAP SPLICE STANDARD 90" HOOK STANDARD 18C 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 WATERMEMENT RATIO OF 0,58. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A485 FOR 6.&VIM 4XWi.4 WWF SHALL BE LAPPED AT LEAST 6' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6"TIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF VVNF. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,' ACI 301. 4. FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WITH A STANDARD 9DDEGREE HOOKAT THE CORNER, REFER TO TABLE MD08 ABOVE FOR REINFORCEMENT HOOKAND LAP DIMENSIONS. 5. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 113 OF THE SLAB. MASONRY WALL CONSTRUCTION 1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90, SHALL BE NORMAL WEIGHT, SHALL BE LAID IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (rm) OF 2000 PSI AS DETERMINED BY THE UNIT STRENGTH METHOD. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. GROUT SHALL CONFORM TO ASTM C476. COARSE GROUT SHALL BE UTILIZED WITH A MAXIMUM AGGREGATE SIZE OF 318-INCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, USE OF 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. S. 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'(7 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. 8. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W/ MIN. 16 GA. TIES SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION. 9. VERTICAL REINFORCMENT SHALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 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 -IW TO+1? 14. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2X P.T. ATTACHED TO CMU W/MIN. D131 DIAMETER CASE HARD MASONRY NAIL W/MIN. 1-1/4" EMBEDMENT OR 1M" TAPCON WI MIN, 1-12' EMBEDMENT @ 16" O.C. MEASURED VERTICALLY AND 4" FROM ENDS. ZX FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR @ MAX 24" O G. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION (NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1M2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1NO.2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SVP#2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED "NO 2' BY SPIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "NO. 2' OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS. AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#1182 OR SYP#2 OR BETTER U.N.O. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED, 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9, ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1' DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER V IN DIA FOR PLUMBING LINES ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACO-C, ACO-0, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAIUNG PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 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 MATH SIMPSON DTC CLIP OR 2(4 SYP No. 2 BLOCKING WITH (2)- 0.131' x 3' NAILS TOP & BOTTOM 18. ALIGN TRUSSES AND HAND FRAMING $O ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 19. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. FLOOR FRAMING NOTES: GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOISTITRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS RED. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. S. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C.IBUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION RED. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 314" PLYWOOD MIN. OR 23)37 OSB MIN. APA (4824) RATED SHEATHING OR STRUCTURAL 1, WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131• x 3. 0.131' x 3" RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUNALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 4' ON EDGES AND 17INFIELD. ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AW/C 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=2-0MPSI 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 ll=3000 FC II=3000 FC II=2100 FC_=45D 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. SAP TYPE'X' GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS S 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 WI CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12-INCH (12.7MM) 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 WITH DOT SODIUM BORATE(SSX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING. 2. WOOD TREATED WITH ACOC OR ACO-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 1. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A LICENSED ENGINEERS SEAL FOR APPROVAL, THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS ATRUSS DESIGN A.ALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING ASPECIFIC GRAVITY (G) OF AT LEAST 0.50 B. THE TRUSS DESIGNISYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGWSYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS. 2, THE TRUSS MANUFACTURER SHALL VERIFY TRUSS GEOMETRY WITH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED. 4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE, AND LAYOUT. 5. JOBSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WITH THE CURRENT EDITION OF SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI). e. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WITH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEDULE. 7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES ON TRUSS ENGINEERING DOCUMENTS MAY BE DISREGARDED. S. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN, AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESIGN/SYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. 2X4 SYP #2 BLOCKING: A.WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO TRUSS TOP CHORD 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/ (S- D131' x 3' TOE -NAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10, TRUSS'X• BRACING: MIN ZA SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/(3)- 0.131- X 3- NAILS. SPACE-X- BRACING ALONG TRUSS SPAN@W-0-MAX AND EQUALLY SPACED FROM END OF TRUSS.'X" BRACING TO START 20'-0' MAX FROM 01 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE 8CSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2x4 SPF art (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0' O.C. MAX WIN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH WI (3)- 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 2. CONTINUOUS LATERAL RESTRAINT (CLR)ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & SCSI-B3. (T BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN SCS1433). 13. AT RAISED HEEL TRUSSES, 2,4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 0.131 • x 3• TOE -NAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 17 TALL: 2.4 SYP#2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP WI (2) 0131' x 3' NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER BCSI-03. 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN PROVIDED BY ATRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED WIOUT WRITTEN APPROVAL FROM MCD. 16. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 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 1801 THIS SHEET. PER CURRENT EDITION FBC-R SECTION M1305. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT LTHIS.TET NOT LESS THAN 3(r HIGH AND 22' WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30' DEEP AND 30" VIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTIONMI305FOR ADDITIONAL REQUIRED INFORMATION NOT COVERED ON DETAIL ROOF SHEATHING ATTACH PER NAILING SCHEDULE G NERALSTALLA NON AINSTALLATIONS OFREQUIREMENTS OFTHE AIR HANDLER UNIT OR SYSTEMTOP 2X4 #2 SYP RAT RUN - SHALL BE PROVIDED T AND BOTTOM MIN BV MECHANICAL BAYS PgST A/C CONTRACTOR OR LOCATION_ MIN (3) BAY C OTHERS, NOT BV MCD LAP W/ (2) D161'x 3-12' NAILS TO EACH TRUSS. TYP EACH SIDE STANDARDTRUSBOTTOM CHORD A/C IN TRUSSES 3/4•=1'-0' T FOR FOR NAL REVIEW PRIOR TRUCTION IF ANDLER UNIT THAN INDICATED I SEE PLAN FIELD REPAIR NOTES I. OMITTED REBAR DRILL A 3/4' 0 HOLE MIN. 6' DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30' MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPSICONNECTOR SUBSTIRITION THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH REGARDS TO BOTH UPLIFT AND LATERAL VALUES, ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO Zx12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J-BOLT -1/2" ALL THREAD ROD w/ 2' X 2' 80. WASHER DRILL & EPDXY w/ SIMPSON SET-XP EPDXY WITH MIN. T EMBEDMENT. -12k6' SIMPSON TITEN HD THREADED ANCHORSWI LBP1/2 WASHER MAY BE USED ILO 1rz J-BOLT. 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. REO'D) FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EASIDE OF JOINT. PROVIDE (1) A5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (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 WAIL -FOR CMU OVERHANGING FOUNDATION <10, NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +12'-1-15', GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8'. CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: - WIDE FLANGE SECTIONS: ASTM A992, FY = 50 KSI FU = 65KSI - TUBE STEEL (MSS): ASTM A500, GRADE B, FY = 42 KSI - PIPE STEEL: ASTM A53. GRADE B, FY = 35 KSI - ALL OTHER STRUCTURAL & MISC. STEEL: ASTM A36, FY = 36 KSI 2. STRUCTURAL STEEL CONNECTIONS: - ALL BOLT CONNECTIONS SHALL BE AT'SNUG-TIGHT CONDITION AS DEFINED IN AISC 360, BOLTS USED IN STEEL CONNECTIONS: A325 U.N.O. ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE 36 - BOLTS SMALLER THAN W' DNA.: A307 - ALL SHOP AND FIELD WELDS TO USE E70XX ELECTRODE 3. STEEL SHOP DRAWINGS TO BE PROVIDED TO FOR FOR REVIEW AND APPROVAL BEFORE FABRICATION. SHOP DRAWINGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTIONS ATTACHMENTS (INCLUDING WELD SIZE AND TYPE), FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLIER SHALL DESIGN TRUSS TOP CHORDS AND/OR BOTTOM CHORDS TO SUPPORT A MIN. (2) 751b POINT LOAD EACH TRUSS AT THE A/C LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS STANDARD TRUSS TOP CHORD VARIES OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS By BUILDER, NOT MCD 2X4#2SYPCROSS BRACING (AT 45') W/ (3) 0.148" X 3-1/4' NNLS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS � PLYWOOD SHEATHING BY BUILDER AS REO'D FOR LEVEL WORKING SURFACE ,```%111""II AN +Y. �D '? ill c$ O • C;9Q o . d 4r. • V It % vJ W F_ Z LJ.. D F_ F- I- HUJI - W p STRL/LTURALENG: TH ' IMIIFIING: S- DP GC CHEG(: CC O w JG6 No. STAR-1B110 2 SC4LE: AS INDICATED w DATE: 10/1623 S1.1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I I I 1 1 1 13WNNRR 11386-LR I13WKR 11386J 113WM 1138"R 11387-M 113W-SR I IMI-O BUILDING KEY HN NOTE: SEE PAGE S2.1 FOR NOTES AND FOOTING SCHEDULE I ♦JVV-17Ix LV I V I I♦JV V-LI\ LLV I VL IVVV-1Nix LV I VV IVVV-V -I - IVVV-1V1 -I vv 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. INSWING DOOR RECESS NOTE: INSWING DOORS WITH COVER (MIN SFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED AND CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS 75 Z z O o az z FaU o W iU0 `o W N a O 0 O O O Uz �aW . W Q X w � ra Z do w g Qg J a F a w� Z O Z 0 N• wH o Q � c o-W K J pQ ! 0. O F ~ O ` S 3 W ul Q .0 ' W LL_O! " a 2 W N J U z a m 0 O q w N z o oz C Q IN w a m �, O i (7 aa'0 Z a�7 7 vs a` ~O c u o a O o y m J z OQy F 2 W Z i w m _ } Q t7 I- - w 0a0 W W W Z o ooa aam F }} fnali- • i z u w m E o S stauclVRU ENG: TH y w u DRAFnNc: � � staucr: DP � rc o xcHEac: ADB No. cc w QF SCALE: STAR-1B110 AS INDICATED wcure: FOUNDATION PLAN = tatero S2 1,a.�1,-0„ 1 S 1 I I i Mid// / 9 I I VAI 1386-NR 11386-LR 1138$-KR 1136W I IMW 11386-AR 11387-M 11386-13R 113WO BUILDING KEY =w U2 h I I 1 INISWINU WLJK KtL:tJb NU I t! FOUNDATION NOTES: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT 1. PROVIDE MIN. B MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. 6' AND SEALED. REFER TO FBC4i CURRENT EDITION SECTION RSD6I3 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2 PROMDE3.12'THICK2500PSICONC.SLABMS.S. i.4M.4WELOW.RE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRIC(VANn.PLACEDIN MIDDLETOUPPERInOFSLASOEPTNOVERB REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MY BE USED KO WNF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENTCODE EDITION). 3. CONSULT W MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. INSW NG DOORS W TH COVER (MIN 5" RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SUB. IF MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQ'D 6 CONTRACTOR TO FOLLOW THE TVP. RECESS DETAIL. INSW NG DOORS WTH NO COVER REQUIRE A RECESS 4. EXTERIOR SLABS SHALL SLOPE IMr PER FOOT AWAY FROM HOUSE. S. CONTROL JOINTS(IF SHOWN) ARE NOT REDS BY CODE BUT ME SUGGESTED (ESPECIALLY WHEN USING FIBER REINR CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 114' OF THE THICKNESS OF THE SUB. FILL CUT WAPPROWD JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 6. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY 6 COUNTYCWES. 7. FOUNDATIONSANDSUPPORTSFOROUTDOORMECNMICAL ; SYSTEMS SHALL BE RAISED ATLEASTWABOVETHERNISHEDGRADE ft AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALUTION INSTRUCTIONS. 8. NO WOOD STMES PERMITTED IN FOUNUATON. 9. M CONDITIONS, HAVE TOETERMINED� SEENOING SHEET ALINOATIONMAY SEE SHEET FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 10. SEE DETAIL TABLE MOOS ON SI.I FOR REQUIRED STEEL BENDS AND SPLICE. SEE DTL MFW AND MFIO ON S3 FOR STANDARD FOOTING STE DOWN AND CORNER INFORMATION. 11. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18'. CONTRACTOR TO PROVIDE SUCH PLATFO EITHER MASONRY M WOOD CONSTRUCTION 12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION:=1 MF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT W NOT MEETOR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION FOUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO SE FREE OF ORGANIC -MR-AND COHEBNE SOILS, COMPACTED IN 17 LIFTS TO AT LEAST #5%OFMAX DRY DENSTIYAS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR ). THE FOUNDATION SOES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CMACITYOF=1 MF. 13. PENDING SITE CONDITIONS. IF STEMWALL IS REQUIRED. G.C. TO DETERMINE REDUIREDCOURSES FORSTEMWALLFOUNDATION. SEESTEMWMLLCHMT FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. IF CHART IS NOT PROVIDED, CONTACT EON TO REVIEW AND PROVIDE 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -STOP- CONTACTE.O.R.PRIOR TOCONSTRUCTION 15, ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WLL M MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH M SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ME MET. 16. FIELD TO VERIFY ML GAS LINE AND KUMBING LOCATIONS PRIOR TO POURING SUB. FOOTING SCHEDULE ITxtTviT dp w/115A EOUALLY SPACED EA. O WAY MIN. T HMIZ, CLEARANCE BETWEEN MIN (2)05 E.W. BARS & T MIN. COVER TO EDGE OF CONC, 17 24'N 17 dp wl#SS EQUALLY SPACED EA 19-(2TW5� IN 21)1P 1A WAY MIN. 7 HORQ. CLEARANCE BETWEEN 17 PARALLEL TO 17 13)#5PARALLEL BARS& 3' MIN. COVER TO EDGE OF CONIC. SIDE 6'OC. . 24' 24N 17 tlp w/ #5's EQUALLY SPACED EA, O WAY MIN. 7 HOIZ. CLEARANCE BETWEEN MIN(3)95E.W BARS & 3' MIN. COVER TO EWE OF CONC, 2SN28N 1T dP wl #Ss EQUALLY SPACED EA 2.3 WAYMIN.THMIZ, CLEARANCE BETWEEN MIN(4)#5EW. BARS & 3' MIN. COVER TO EWE OFCONC. 3DY3 T tlp w/ #SA EQUALLY SPACED EA. 2.5 WAYMIN.7 HMIZ.CLEAMNCEBETWEEN MIN (4)#5E.W. BARS 6 3' MIN. COVER TO EWE OF CONC. 3Tk3T11T dP w/ Its, EOUALLY SPACED EA Q6 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (5)#5EW BARS & 3' MIN. COVER TO EWE OFCONC. 36'Y36NIT tlp w/ 4161 EQUALLY SPACED EA O WAY MIN. 7 HORQ. CLEARANCE BETWEEN MIN (5)#5EW. BARS 6 3' MIN. COVER TO E WE OFCONC. 424 IT dp w/ #5'A EQUALLY SPACED EA 3.5 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN(6)#5E.W BARS 6 3' MIN. COVER TO E WE OF CONC. 42 4T,,W dp w/ #51 EQUALLY SPACED EA WAY MIN. 2' HMO CLEARANCE BETWEEN MIN(6)#5E.W BARS 6 7 MIN. COVER TO EDGE OF 004C. 46N4 IT tlp w/ #5's EQUALLY SPACED EA. O WAY MIN. 7 HORQ. CLEARANCE BETWEEN MIN (7)#5E.W. BARS 6 3' MIN. COVER TO EWE OF CONIC, 46'k4 16' dP wl #6s EQUALLY SPACED EA 4A WAY MIN. 7 HORIL CLEARANCE BETWEEN MIN Q)#5E.W. BARS 6 3' MIN. COVER TO EDGE OFOONC. 48146'z24" dp wl #fia EQUALLY SPACED EA IB WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (8)#5 E.W. BARS 6 7 MIN. COVER TO EDGE OF CONIC. STx5Tx12'tlp wl #Ss EQUALLY SPACED EA. 4.3 WAY MIN. T HOIR. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS 6 W MIN. COVER M EDGE OF CONIC. 54N54INI6" w/#5'AEQUALLYBPACEDEA 4.5 WAY MIN.7 HORR. CLEARANCE BETWEEN MIN (8) IF 5 E W. BARS 6 3- MIN. COVER TO EWE OF CONC. 5INSINI2 tlp*-'A EQUALLY SPACED EA ® T WAY MIN. HMO. CLEMMCE BETWEEN MIN (B)#5E.W BARS 6 3' MIN. COVER TO EWE OF CONC. 81' 6DY IWd, w/#Ss EQUALLY SPACED EA, O WAY MIN.7 HORI2, CLEARANCE BETWEEN MIN (S) # 5EW. BARS 6 3' MIN. COVER TO EWE OF CONC. 66's6 XJW dp wMV. EQUALLY SPACED EA. 5.5 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (10) # 5 E W. FOUNDATION PLAN I000-/ PLC LV 1 00 1300-IVI LV 1 0/ 13010-C31'C LV 1 00 13G0-1J LV I OU 1/4'�=r-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. 111'1'/''., Z M'EE v eU LL �ag 1 2 o F1 O Q 1s Z Ulm s r4 W Z O �. Q K O LL 0 F 9` M - ow + C V 01 C 2 C D 0 U m J xaz I3a3 - - W M W O aa~id� • STRUCT: DP DC CHECK: CC C w JCB No. STAR-18110 I SOME: AS INDICATED w COTE: 1011fl?3 S2.1 EXTERIOR WALL 2x BEARING WALL PER EXTERIOR WALL IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF 2z BEARING WALL PER 2z BRG WALL PER PLAN SHEATHING PER PLAN. PLAN SHEATHING PER PLAN. HOLD NON -BRG WALL ABOVE -WALL SO BASEBOARD IS BEARING I FOOTER PLAN AND BEARING SEE DETAIL WF10/SD4 a P.T. BOTTOM PLATE SEE DETAIL VW10IS04 BACK SO BASEBOARD ANCHOR TO HAVE MIN, SITTING ON WALL SCHEDULE FOR MORE INFORMATION FOR MORE INFORMATION IS SITTING ON 2x P.T. BOTTOM PLATE 8 ATTACHMENTS PER NON -BEARING WALL T EMBEDMENT BELOW MIN S FOUNDATION BELOW & ATTACHMENTS PER PLAN IF CURB IS TALLER THAN FOUNDATION BELOW LOWEST STEP OF (MAX 2") 2" 2x BRG WALL PER 2x P.T. BASE PLATE P� BUILDER TO PROVIDE SILL gUILOER TO PROVIDE SILL S. CONTRACTOR TO ADD (MAX 2') CURB MAX 1 PLAN AND BEARING CLEAN COMPACTED SEALANTANSULATION SEALANTANSULATION (1) k5 CONT. BAR BUILDER TO PROVIDE SILL I (1)k5 CONT. W/1-12" SEALANTANSULATION WALL SCHEDULE FILL095%STANDARD BUILDER TO CONC. SLAB PER w DENSITY CENTERED WITHIN CURB 2" COVER TVP. n: CONC. SLAB PER OFF SET BOTTOM w i PROVIDE SILL I FOUNDATION PLAN CONCRETES PER 2x P.T. BASE PLATE W/ MIN. 7 COVER MAXFOUNDATION PLAN PLATE CONCRETE SLAB PER - SEALANTANSULATION w S > 1-0 I FOUNDATION PLAN < I CONCRETE SLAB PER i F ONC. SLAB PER .. FOUNDATION PLAN a l E02E > Pa BOTTOM m FOUND ION P FOUNDATION PLAN � SET�B VARIES TEwSEEPLAN .. DE - m I— II .I Ir: q i' ICI I -1•' I .- ` i I i 1 i III- CLEAN COMPACTED ) I1 .{( ! il. (2) k5 CONT. REBAR ON I I ( 'I.� i - I. :, § i.11 ( I FILL@95%STAND ARD ,+III �+ (2) k5 BARS CONT. W/ 1 CHAIRS W MIN.3' 8 16' 4' 3"COVER TYP. -� :CLEAN COMPACTED - ({ i' DENSITY COVER 8" 7'-0- FILL@ 95% STANDARD - I�,�_ � (1)kS BAR CONT. 12) k5 BARS CONT. VAN DENSITY (2) k5 CONT. REBAR ON i - - W/3" COVER TVP. CHAIRS W/ MIN.3' " ( "-'1 --- CLEAN COMPACTED 3" COVER TYP. FILL @ 95%STANDARD CLEAN COMPACTED (2) k5 BARS CONT. W/ PENDING SITE COVER 8' 1'4" DENSITY FILL 95% STANDARD 3' COVER TYP. CLEAN COMPACTED CONDITIONS, SEE I WHERE 2ND STORY OCCURS, FTG PENDING SITE DENSITY FILL @ 95% STANDARD DETAIL MF2() FOR SHALL BE V' WIDE Nd(3) k5 BARS CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG DEEP MONO DEEP MONO FOR SHALL 6E 1'<' WiDE CURS BARS SHALL BE 1'A" WIDE W/(3) k5 BARS SHALL BE 1'41- WIDE W/(3) k5 BARS SHALL BE 7'E' WIDE W C k5 BARS F01 TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING F0 NON -BEARING SLAB STEP DOWN u1F0� DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN IF0�6 FOOTING AT INTERIOR BEARING 3/4'=1'47 3/4"=1'4T 3/4"=1'-0" 3/4'=1'-0' 3/ zv-(" slid NOTE TO CONTRACTOR: -- PENDING SITE CONDITIONS, ALL REINFORCEMENT SPECIFIED IN PLAN yERIFV W/ DETAILS FOR REOD VERIFY - DETAILS FOR REO'D •+ CONTACT FOR IF THICKENED FOUNDATION DETAILS SHALL TIE IN TO STEEL AT2 STORY LOCATIONS STEEL AT2 STORY LOCATIONS (THRESHOLD EDGE IS REQUIRED TO BE ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH SEE FRAMING PLAN EEPER THAN 17 FOUNDATIONS AS SPECIFIED THIS DETAIL. DOOR LOCATIONS. &11T FOR MORE CONTRACTOR TO SEE FRAMING PLAN -1 INFORMATION MIN. 24' BEfORE VERIFY W9TH DOOR ANOTHER STEP `-- MANUF. FOR - AND PARTY WALLGARAGE I bCONC. SLAB PER 8-12" THICKENED DETAILS FOR MORE FOUNDATION PLAN REQUIRED RECESS ESLAB W/(1) k5 CONT. f` { INFORMATIONW/3"COVER TVP. k5 CONT. CONCRETE SLAB PER4" MIN.�r_REINFORCEMENT SEE ONSRS FOUNDATION PLAN GRADE > i I !' l i I - .I E) ; FOR QUANTITY SPECIFICATIONS AGE I� FOUNDATION PLAN THRESHOLD PER -•��- MANUFACTURERS I.. .. I . -. % PER - L� k5 z 25" x 25' CORNER S COPS BY1f [l� C GARAGE WALL I I I BAR ONE FOR EA FOUNDATION PLAN O y RNER r t VERIFY PLAN DETAILS - HORIZONTAL I— PROVIDE 3/1' MIN. }^ - • J - .4 CONC. SLAB PER 1 _ SLOPED RECESS A w O (FOR REQUIRED k5 REBAR, TYP. U.N.O. _1 - a FOUNDATION PLAN { I I (,_. I _ GARAGE DOOR I, m - 1 DONT. BARS. MAINTAIN - - - DRIVEWAY BY BUILL r: I Ly 3 COVER TYP. T -) I I ...: GAR. SLOPE CONCRETE OR PAW -1 ! , .- - SLOPE VERIFY PLAN DETAILS - I : I I I PER MFG ? 1 BEND EACH CONT. k5 FOR REQUIRED 05 SLOPE EXT. SURFACE BAR AT STEP DOWN, CLEAN COMPACTED CONT. BARS. MAINTAIN OR GRADE 10 PER a I < 3' COVER TYP. OR S FOR LAC HOOK FOOT AWAY FROM i FILL ® 95% STANDARD BARS FOR EACH CONT. BUILDING CLEAN COMPACTED (3) k5 CONT. REBAR (2) k5 CONT. DENSITY BAR. LAP REBAR PER FILL 95% STANDARD ON CHAIRS W/ MIN. _ I o MIN. 94 0 TOP TABLE MD08 ON SIA 12' FIBER EXPANSION 3' COVER W/3" COVER TYP. 4 -)- 1,�- ASREQUIRED DENSITY REQUIRED PER APA PORTAL FRAME SPE uF THICKENED EDGE u1F0� TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL Fl FOOTING AT INTERIOR BEARING THICKENED EDGE @ GARAGE DOOR 3/4"=l'-0" 3/4'=l'-0" 3/4" 1'-0' 3/4"=7'-0" 3/4"=1' 0' 3/4"= (2)k5. 4'0'BARS 1-Typ. 2" SCH.40STEELPIPE IF MASONRYWALL OR ALLREINFORCEMENT SHALL CENTERED AT PIPE PVC OR SCH40 SLEEVE FILLED W/ 2500 PSI COLUMN IS ABOVE, MAINTAIN 3' CLEAR TO PENETRATION CONCRETE. BOLLARD HOOK VERTICAL GRADE AND 1-12" CLEAR TO y E TO BE MIN. 3FT TALL 1 1 POSED TO 12' MAX 12" MAX STEEL TO BOTTOM ANY FACE EX 1 /4' ROW OF STEEL WEATHER 70X SEE FRAMING PLAN 8' CMU - • AND PARTY WALL CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN CONC. SLAB PER I I ' n (4) 114" z 3-1/4' IF CURB IS TALLER THAN DETAILS FOR MORE FOUNDATION PLAN 8" C.M.U. FINISH PER I- _ 5'kSx3A3' THICK A3fi I f. I SUP425TUD 8", CONTRACTOR TO ADD INFORMATION FINISH FLOOR - ' STEEL BASE PLATE L' L 2) k5 CONT. BARS W/MIN. ELEV. - I "1fFF-'F-'III FASTENERS W/ MIN ( 1 ER FINISH FLOOR �� I _ 2'COVER { - THAN 3-0',,•ADD2)#5 PENETRATING ? - REFER TO INTO CONCRETE m � BARS AT 114 112'EMBEDMENT -'• PIPE. MAX 4" 2 aFOUNDATION PLAN w POINTS O R'DE PENETRATING PIPE i' I' I '{ I 7 FOR CONT. CONCRETE SLAB PER Q V E BARS TOP I ' FOOTING DEPTH SECTION AA MAX_ q• j SEE FDN. I : I- FOUNDATION 2" SCH. 40 STEEL PIPE FOUNDATION PLAN > WHEN MONO DEPTH , k5 LOOP TIE (TYP.) -I { PIAN FOR INFORMATION FILLED YM 2500 PSI EXCEEDS 2fi', IF 7p SIZEB REINF. / DEPTH <2E THESE 1.... PVC SLEEVE MAX CONCRETE. BOLLARD E70X BARS ARE NOT READ . (n i - REFER TO ,. I GRADE G'DIAMEIER I 1. 'I FOUNDATION PLAN PIPE PERPENDICULAR TO FND TO BE MIN. 3FT TALL k3 STIRRUPS�48' :.... %a ..._r FOOTING PER PLAN �: FOR CONT. - 5"x5'x3B' THICK A36 ;__ ('' : - O.C. WHEN MONO FOUNDATION CONTACT FOR FOR ADDITIONAL REVIEW STEEL BASE PLATE § 1 1 I 1 I ( (- § DEPTH EXCEEDS 26' _f FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS § - ,�• I t -I:+- CLEAN COMPACTED INFORMATION I --).1 _ iO I FILL @ 95%STANDARD (4) 1/4' x 3-1/4" BARS ARE NOT READ I) {; I' F EPTH<28'THESE (SIDE VIEW) DENSITY FOOTING PER PLAN a A A SUP-RSTUD _ - _� FASTENERS W/ MIN. =- I (2) 95 BARS CONT. W/ CLEAN COMPACTEI PVC SLEEVE - {- - CONCRETE SLAB PER (FRONT VIEW) MAX6"DIA -III PLAN 21/4"EMBEDMENT 1�„ -0 3'COVERTYP. DEN$$ITY%STANDA - INTO CONCRETE CLEAN COMPACTED IF FOOTING IS TALLER THAN 3'-0", FILL 95%STANDARD (3) k5 CONT. REBAR ON FOOTING IS REQUIRED TO BE 3'47 WIDE III :_i DENSITY CHAIRS W/ MIN. 3"COVER W/ (4) k5 CONT. BAR$ W/3" COVER F1 TYPICAL FOUNDATION PENETRATIONS / 3/4 -1 -0' ALL REINFORCEMENT SMALL MAINTAIN 3' CLEAR TO GRADE AND 1-12' CLEAR TO ANY FACE EXPOSED TO WEATHER (2) 05 BARS @ TOP WHEN MONO DEPTH N EXCEEDS 26'. NOT RED." IF LESS THAN < 0 2fi DEEP O (1)k5 BARS ®NOSIN CONC. LAB PER S FOUNDATION PLAN - it'MI wT T. r. 03STIRRUPS O.C. WHEN MONO I I {'` GRADE h a s DEPTH EXCEE052G 1 .. �. i IF DEPTH IS LESS THAN 28", STIRRUPS ARE NOT REOri i:'_ L•� '+ J' 4 ,I CLEAN COMPACTED- 1 '' FILL 95%STANDARD 27' (3)k5 BARS CONT. @ DENSITY TEP SECTION WIT COVER TYP. 11`2 DEEP MONOLITHIC FOOTING W/ STAIR SEE FRAMING PLAN & PARTY WALL DETAILS FOR MORE INFORMATION EXTERIOR WALL SHEATHING PER PLAN, SEE DETAIL WF10/SD4 FOR MORE INFORMATION j� BUILDER TO CONCRETE SLAB PER J' PROVIDE SILL SEALANTANSULATION FOUNDATION PLAN GRADE 11 J (3) k5 CONT. REBAR ON CHAIRS W/ MIN i 4 I CLEAN COMPACTED 3' COVER I �! FILL ® 95% STANDARD DENSITY F3 EXTERIOR PARTY WALL FOOTING III-1 s i 1IJMF1BOLLARD DETAIL F1 PARTY WALL FOOTING W/ CURB F2 DEEP MONOLITHIC FOOTING PIPE PARALLEL TO FND 3/4'=1'4r 3/4'=r-0" 3/4"= SEE FRAMING PLAN & PARTY WALL DETAILS FOR MORE INFORMATION �71? IF CURB IS TALLER THAN EXTERIOR WALL IT, CONTRACTOR TO ADD SHEATHING PER PLAN. (2) k5 CONT. BARS W/ MIN. SEE DETAIL WF70/SD4 2" COVER FOR MORE INFORMATION ai 6 BUILDER TO w ` PROVIDE SILL SEALANTANSULATION CONCRETE SLAB PER FOUNDATION PLAN GRADE . a it I! l li,_I Its I ON CHAIRS W/ MIN. LEAN COMPACTED 3' COVER 1'S FILL ®95%STANDARD DENSITY u A EXTERIOR PARTY WALL FOOTING MAX. 1 CONC. SLAB PER k5 CONTINUOUS REBAR FOUNDATION PLAN fl AT NOSE, MAINTAIN MIN 3" CONCRETE COVER 1 VARIES, 73/4' MAX Tl -! I .;'1. 13) 95 BARS CONT. 7,-0„ :- :'8, ! I. B-+' - -,,P W/ 3' COVER TYP. - CLEAN COMPACTED FILL @ 95% STANDARD DENSITY F4 FOUNDATION @ GARAGE STEP-DOWN NOT USED 3/4"=l'-0' I 3/4'=1'-0" I 3/4"=1'-0" IU 3/4'=I'O I" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U a J = p w ,I < w DF N a O Z F$ o Lien rc = LJJ V ci Z F� � . ul EF J 20.5 W O O yj a i ii N � a w w z C v N O! z i� ' O O s Z � � 7 C J O p u LU ro O _ LU 0- Z w 0-OR F a W 0Y 0 aaryyn 20 Qa [- VJe+t- z o STRUCTURAL ENG: TH MAFmNC: STRUCT: DP a aC CHECK: CC � JOB No. STAR-18610 i SCALE: AS INDICATED w DATE: lwl6ml O S3 SHEAR WALL SCHEDULE SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT III TAG PANELS SIZE EDGESkro. TOP PLATE BOTTOM PLATE VERTICAL PI HORIZONTAL 12'SIMPSON SM"THREADED 1/2J-BOLT TITEN HO ROD ESVW' 8d 6" O.C. (2)-ROWS 3' O.C. 3" O.C. MIN. 2z STUD 24• 32" 32' ESW4 PER DETAIL COMMON 4' O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. 2x STUD PER DETAIL 16, 24' 24' ESW3 WF10/SD4 (0.131'. 2.5y 3 O.C. (2)ROWS 3' O.C. 3" O.C. MIN. (2}2x OR 4x STUD WF1 O/$D4 12' 16" 16' ESM 2" O.C. (2)-ROWS 3" O.C. 7 D.C. MIN. (2}2z OR 4. STUD NOT ALLOWED 17 17 ISW7 12" GYPSUM 'Sd COOLER- T O.C. 7' O.C. 7'O.C. MIN. 2x STUD MIN. 2x BLOCKING 24' 37 3YISWB 8d 6" O.C. 4'O.C. 4' O.C. MIN. 2x STUD 24' 37 37ISVy4 7H6' STRUCTURAL COMMON 4' OC. 1' O.C. 1' O.C. MIN.2c STUD PER DETAIL 18' 24' 24" 1SHEATHING OR (0.131'z WF10/SD4 ISWJ ISW SHEATHING 2.5') 3- O.C. 1Y O.C. 4' O.C. 4. O.C. MIN. (2)- OR 4x STUD 12" 1 16' 1 16- ISVJ2 Y O.C. 12' O.C. 4' O.C. 4' O.C. MIN. (2}2x OR Ix STUD NOT ALLOWED 1 12' 1 12" •U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESWB. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS -Sd COOLER NAIL SHALL BE MIN. 0.086Y1-W LONG & 15i6P HEAD. No.6 TYPE'W DRYWALL SCREW (1-1/4- LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION III REFER TO DETAIL WF07A ON LEGEND$ & 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. a1 WHEN (2)2x-STUDS ARE USED, ATTACH STUDS TOGETHER PER WF08/ SD2 SBS = SHEATHING TO BE APPLIED TO BOTH FACE$ OF WALL SEGMENT dfflSHEAR WALL SCHEDULE W/BOTTOM ANCHORS IF THE TRUSS BUILDER ESOT 3 4 =r4MATCH THE TRUSS r MANUFACTURERS LAYOUT --STOP--- 1 AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY I TRUSSES I ' EXTERIOR FRAME WALL EXTERIOR FRAME WALL NOTES SCHEDULE (STARLIGHT) TO 1' WALL gEWT INDTHEnWALL ETHIN FT OF ND ZONE. SEE CHARTS ABOVE FH CORNER ARE OR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL, 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE EXTERIOR PLASTER FINISH FRAMING PLAN. 3. SEE DETAIL WFIOIS04 FOR REQUIRED WALL SHEATHING WALL HEIGHT INTERIOR ZONE END ZONE THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF 81-0" 2x4 SYP #2 @ Is- O.C. MAX 2x4 SYP #2 @ 16. O.C. MAX NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE 91-0' 2x4 SYP 02 @ 16- O.C. MAX 2x4 SYP 02 @ 12' O.C. MAX SHEATHING IS OVERDR VEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 94' 2x4 SYP #2 @ 12- O.C. MAX 2x4 SYP 02 @ 12' O.C. MAX 4' IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #2 @ IS- O.C. MAX U.N.O. ON FRAMING PLANS. 10147 2x4 SYP #1 @ 12' O.C. MAX 214 SYP 01 @ e' O.C. MAX ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 1 81-0' 2x4 SYP 02 @ 16' O.C. MAX 2x4 SYP #2 @ 16' O.C. MAX 91-0' 2x4 SYP #2 @ Is- O.C. MAX 2x4 SYP 12 @ 16- O.C. MAX /l/no/i// 9'<' 2.4 SYP #2 @ 1S• O.C. MAX 2x4 SYP #2 @ 16- O.C. MAX 1O-0' 2x4 SYP 02 @ 12' O.C. MAX 2z4 SYP #2 @ 17 O.C. MAX / 1386RR 1368-LR 1386-KR 1386-J 1138" 13WM 1 1387-M 138GBR 1386.0 1 1 BUILDING KEY iI 2x4 SYP #2 EXTERIOR FRAME WALL STUDS @ 12' O.C. MAX STANDARD 1ST FLOOR FRAMING 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON 0 NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW/ DOOR OPENINGS @ 1ST FLOOR, CONTRACTOR LL TO FOLLOW DETAIL WF09/SD2 3 AT ALL CORNERS, CONTRACTOR TO FOLLOWW809/SD4(A-A)U. U 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS SOLID PIECE) > '` (ONE FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF V �YN O eg0 FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF101SD4 AT ALL LOCATIONS AS REQUIRED. O 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING w j NOTES, SHALL SUPERC£DE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM ISIS QUESTIONS, CONTACT THE i ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. _ CD � //C••�® 0 WALL LEGEND � ®: 8 � I ST FLOOR INTERIOR/EXTERIOR BEARING WALL =V-1' T.O.W. 2ND FLOOR INTERIOWEXTERIOR wo p BEARING WALL O O W H 179'IT �' =ALIGN VNTH COLUMN ABOVE ESWJ lESWS ESWS ESW6 E6WAi a N H 1 1 2 I 1 1 I I p W I I I j SDO 1 �( 5001 1 O O I Z U 7 F SD4 APPLY TO ENTIRE MR.114e 7 D D 7 7F SD4 2D Z SDO REAR WALL OF I Dp1 I DSDO0 END UNIT I 2 7 13 E ; _......_ p ._-. __. ___ ' E 13 7 I -- D7 Fa iH4z10 2 H4z10 Rm1 ' w 19 13 E -_ ____ __.._._.- _ ___ __ E 19 H4x12 x- D 7 3 H4x12 13 7 =O > U 1 E E Rm1 H4x10 D 1 m D Rm1 H4x10 1 -p - I D Rm1 H4x10 D 1, Hbz12 - - - H4z12- -_-- ---- N -M4z12 scwiW m m m m i E 13 7 E 13 7 D 7 •_•„ 1 m m i 7 D 7 13 E 7 13 E ; '� m m 1 m Z E 12 19 11 13 E F 13 11 18 E ; D 7 I E 13 7 E 13 7 p 7 7 D ; 7 D I p 7 7 D 7 13 E 7 13 E ' 1 'A O O FJ3 1 WO ' FJ3 ' `^O ~ a i FJ3 W9 1 1A0 FJ3 ' I WO I FJ3 W0 1 0. a I 82z8 LANDING 11 S LANDING 11 O 0 V !L O 1 BEAM 1 1 BEAM 1 I 0O Z Q K tii BEAM 62.8 LANDING ' NOTE: DOWNSET D :FJs I BEAM LANDING I - FJ6-'� D NOTE: DOWNSET I BEAM NDING a O �/ Z ayl g= 1 HEADERAT r HEADER AT I LL M` D DOOR LOCATION ?'. E_ ; - p 1 �E '/ DOOR LOCATION I Y D I "' O a = Fr.' NOTE: DOWNSET F - I .,' NOTE. DOWMSET -: FJ6 : � FJ6, -- m NO.: ONMS.T 1 O /� HEADER W - r I NOTE ATTACH BEAM TO q I HEADER AT _ I I NOTE: ATTACH BEAM TO I o = HEADER AT > O V J MIN. 3-PLY BUILT UP x i MIN. 3-PLYBUILTUP rc O DOOR LOCATION I I DOOR LOCATION 1 I DOOR LOCATION LL H N O E COLUMN BETWEEN - I E COLUMN BETWEEN I E r p. NOTE: ATTACH BEAM TO I I DOUBLE TOP PLATE & mm �' NOTE: ATTACH BEAM TO l I DOUBLE TOP PLATE & IP I NOTE: ATTACH BEAM TO p _ O4 > 7 ® MIN. 3-PLY BUILT UP i 1 HEADER USING HUC46 D E I - MIN. 3-PLY BUILT UP x 1 E - D HEADER USING HUC46 I t MIN. 3-PLY BUILT UP I H m U) j` In COLUMN BETWEEN =-= 1 -.,, I COLUMN BETWEEN 1 -- = COLUMN BETWEEN �, O gg O 7 Oj DOUBLE TOP PLATE & � ,--"'--"�" B2z12 QF' �� I DOUBLE TOP PLATE & � . E 82x12 _ _ 1 — i DOUBLE TOP PLATE & 1 O r � _ Q U � O ^ m HEADER USING HUC46 p - LANDING I -' HEADER USING HUC46 p • K LANDING I - p HEADER USING HUC46 1 0 p LL 3 7 FJS _ . E 1 FJS. , :BEAM .. B2z12 .. E 1 BEAM FJS E ..( _ s - I O F- LL w Z _..... a W ^ _..� B2x12 C 1 ....:. ,w .. I .. F,_, �F 1 BV4I 1 .. B2z12 O I' z .0 LANDING g - BW 1 LANDING 1 LANDING 1 O N BEAM - i BWI .... FJS BEAM - ' _ BEAM FJS i w UJI o a BW7 - `. J \ ` 13M y _ 1 1 d 1 BW O O 11 E BWI - - D _.. s-, 1 BW I D '- BW _ V\2 11 ...... , 11 E II-8' ISWG D PLATE HEIGHT AT BOTTOM I U W C� OF FLOOR SHEATHING O w � 1 FJ1 E _.. 1 9i I I, FJ1 I ? Zz in � U 1 F17 I I FA {..._ I ( _ FJ1 w t E E H w I I Co C s �~ " FJ3 I W0 FJ3 WO 1 WO � I LAO WO a FJ3 I FJ3 E dF FJ3 ' oo�uu W m O 11 E I BVQ I K I BW2 I I 5 zo D 1 w0 OaN 11 E BW2 ' H2z8 H218 1 1 H2x8 H2ze 1 1 - F. O 1•- . 3 0 APPLY TO ENTIRE D I FJ4 - - 7 12 E ( D BV2 ' - - - - FJ4 I BW2 D I ¢ LLm } 0 FRONTWALLOF H2x12 H2x8 1 I _H2x6_ H2z6 E 12 7 1 H2x6 _H2x6_ 1 rn END UNIT =__ = FJI m 1 === '� F.14 1 =_= rc W Ir W O 1 BVJ1 I I Y BVJ2 y ' I a eL J • FJ4 BVJ2 ESWG R_ --- J1 -- I FJ4 2 7 12 E I -- ___ -� ___ _ 1 E 12 7 '� D FJ4 1 10 0 1- d DS DS FJ4 m H4x12 Rmt H3.5x9.25 I FJ4 D BW2 H3.Sz9.25 Rm1 H4x12 ' BW2 Z i O_ N M4x12 a 2 i Y Y 2 a{ ^ D D p D --- --- -- D - --- �- --- -- I � o STRUCTURAL ENG: TM Rm1 H3.Sz9.25 I I H4x12 Rm1 H3.5x9.25 I ; Hi119,21 Rm1 HIx12 N ORAFi1NG: /7-212' (EXTENT OF PORTAL 12'-I (E%TENT OF PORTAL 1Z EXTENT OF PORTAL ' 17-212' (EXTENT OF PORTAL - WALL FRAMING -SEE DETAIL 19 13 E WALL FRAMING -SEE DETAIL) I 12•-212- (EXTENT OF PORTAL WALL FRAMING- SEE DETAIL) WALL FRAMINGSEE DETAILOP I WALL FRAMING - SEE DETAIL) I I -) 1 j STRUCr: SB ESW,i p I I I ^ I I Q OC CHEd(:CC ST STAR-18410 D S6 2x4 SYP #2 EXTERIOR FRAME WALL STUDS @ 12- O.C. MAX < r SCALE: AS INOICATEO 1386-NR LOT 81 1386-LR LOT 82 1386-KR LOT 83 1386-J LOT 84 1386-M LOT 85 FIRST FLOOR FRAMING PLAN" NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1/8,t1,-0,. Y o Sj COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1386-NR 13WLR 138fi-KR 138W 11386-M 1386-AR 11387-M 13WBR 1 1386-0 BUILDING KEY SHEAR WALL SHEATHING^,•",•^,"„" �^'•"' """"^^""•" TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICALDI HORIZONTAL 7 Z' SIMPSON 5W THREADED 12' J-BOLT TITEN HD ROD ESWB' 8d 6' O.C. 12' O.C. (2)-ROWS 3' O.C. 3" O.C. MIN. 2, STUD 24" 32* 32' ESW4 PER DETAIL COMMON 4' O.C. tY O.C. (2}ROWS 3' O.C. 3' O.C. MIN. 2x STUD PER DETAIL 16" 24' 24' ESWS WF1015D4 2.5')l z 3' O.C. 12-O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. (2)-OR 4x STUD WF70/SD42x 12, 16' 16' ESW2 2' O.C. 12' O.C. (2)-ROWS 3" O.C. Z"O.C. MIN. (2)-21 OR 4. STUD NOT ALLOWED 12' 12' ISW7 12' GYPSUM 5d COOLER- 7-O.C. 7-O.C. 7' O.C. 7' O.C. MIN. 2x STUD MIN. 21 BLOCKING 24- 32' 32' ISWS Sd 6' O.C. 12' O.C. 4' O.C. 4' O.C. MIN. 2x STUD 24' 37 ISW4 7/16' STRUCTURAL COMMON 4' O.C. -Ti: O.C. 4- O.C. 4- O.C. MIN. 2x STUD PER DETAIL 16' 24' 1 SHEATHING OR (0.731'x WF10/SD4 IM ISWJ SW SHEATHING 25') 3' O.C. 1Y O.C.O.C. MIN. (2}2x OR 4, STUD 12' 16' ISW27O.C. 17 O.C. 4.O.C. 4'O.C. MIN.(2)-N OR 4x STUD NOT ALLOVYED 1Y 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESW6. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS -Sd COOLER NAIL SHALL BE MIN. 0.09611d15' LONG & 15OW HEAD. No. 6 TYPE W DRYWALL SCREW (1-IW LONG) MAY BE USED IN LIEU OF Sd COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION I11 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. III WHEN (2)21_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WF08/ SD2 SBB = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT W�32 SHEAR WALL SCHEDULE W1 BOTTOM ANCHORS / 3/4'=1'-0' STANDARD 1ST FLOOR FRAMING 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07AON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW / DOOR OPENINGS @ IST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4(A-A) U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL. INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF70/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.s. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. ESVS ESWS ESV„6 ESW3 1 1 1 I 1 I I I I I 1 1 1 I 1 1 S I 1 D01 I D 7 F 7 D I I---- D �,....-F 7 D I APPLY TO ENTIRE 1 1 SD4 I Spp I Spy I REAR WALL OF 2 7 13 E I __ I END UNIT D E 19 H4z10 e 'O ftm1 H4x10-_-__-_-_._____Tani SD4Rm1 _--_H4x72 b H4z12 ^amid Rm1 H4x10D D Rml H4x10 E 13 7 E 13 7 p 7 1 m j H4x12 I E 13 7 E 13 7 p 7 ig - _ m S� - H4x12 m - D 7 I I D 7 it 13 F E 13 71 19 12 E D t 7 D 7 13 E 7 13 E I FJ3 1 1 FJ3 1 x 111 I WO i WO i I FJ3 I-- FJ3 1 -' 62x8 LANDING 8218 LANDING SEAM _. BEAM 1 1 I BaB LANDING I j. NOTE: DOWMSET D.....:FJS '.::.-:: l BEAM l NOTE: DOWMSETT2� 1 82XS LANDING HEADER AT DOOR LOCATION` T E 1 1 HEADER AT DOOR LOCATION 1 BEAM l D - I p NOTE: DOWIJSET .._MIN. p 1 ,-- NOTE: AT BEAM TO 3-PLY BUILT UP I x FJS NOTE: DOVMSET HEADER AT NOTE' ATTACH BEAM TOF_HEADERATJS. MIN. 3-PLY BUILT UP DOOR LOCATION - _,^ 1 COLUMN BETWEEN -_- E DOOR LOCATION COLUMN BETWEEN E/ O TOP PLATE & HEADER USING HUC46 D ? E - IMIN. l _- I NOTE: ATTACHBEAMTO 3-PLV BUILT UP COLUMN BETWEEN '' DOUBLE TOP PLATE & HEADER USING HUC46 I ---MIN. NOTE: ATTACH BEAM TODOUBLE 3-PLY BUILT UP COLUMN BETWEEN62x12 if FJ5 `' �.. "" "' DOUBLE TOP PLATE & 4u DOUBLE TOP PLATE & FJ$ LANDING BEAM E .•-. ..a'yi p HEADER USING FIUG46 ___- I BEAM I 1 E - D .. HEADER USING HUC46 ..._.;:: FJ5 N i I -i B2112 ......... - ,.•-_` _C� - - 1 ,' tm... B I - B2z12 ,._...... ___. WI ?i 1 BWI . ..-.. _- . ...i LANDING `. .... '•� BW1 LANDING BEAM 11 E f aa _. .I, BEAM ,. ,......... FJ5 NA ... BW7 ....--- .. ... BWI 1 � D -..... I BM E 71 W2 I � 1 6 w LL - - ISW3 11'4i' WD 1 _ 11 SS ...• I 11 PLATE HEIGHT AT BOTTOM OF FLOOR SHEATHING E C N a FA E i FJ1 E 1 l - 1 - a '....I I ... FA I i FA 1 1 E I 1 E..... D l I FJ3 I FJ3 WO 1 1 1 1 I FJ3 I E FJ3 I D BW2 � D BW2 i� E 11 i H2x6 1 _H2z8 H2x6 E 11 _H2x6 BW2 FJ4 7 12 E 1 1 FJ4 APPLYT 1 I H218 H2x6 1 1 H2x6 H2x72 ALLOFE FRONT WALL Of FA I FA �12 = -_= END UNIT BW2 ! 2 FJ4 BW2I B112 FJ4 1'l_ ,y - --- --- -- 1 1 E 12 7 Y_ 0 D FJ4 l - --LL_ I -Ti� --1 1 ESWJ SDS S FJ4 H4x12 Rmi H3.5x9.25 BW22 H4x12 Rm1 H3.5x9.25 --- -- 2 Y ;.I p D D 1 H3.Sz9.25 R. H4x12 I I H3.Sx9.25 Rm7 17-212' (EXTENT OF PORTAL I I 17-212' (EXTENT OF PORTAL I E 73 m 176' (EXTENT OF PORTAL WALL FRAMING - SEE DETAIL) 17-212' (EXTENT OF PORTAL WALL FRAMING - SEE DETAIL) 19 WALL FRAMING - SEE DETAIL) 1 WALL FRAMING- SEE DETAIL) I 1 ESW3 /?;ems EXTERIOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE ENDZONE 8'47 2x4 SYP Y2 @ IS- O.C. MAX 214 SYP 82 ® 16' O.C. MAX 9'-0' 2.4 SYP A2 0 IS- O.C. MAX 2x4 SYP 02 @ 12' O.C. MAX 9`4' 2.4 SYP 42 @ 12- O.C. MAX 2.4 SYP 82 @ 17 O.C. MAX 101-0' 2.4 SYP 01 ® 12' O.C. MAX 2.4 SYP $1 @ 8' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 81-17 2x4 SYP 92 @ Is- O.C. MAX 20 SYP M2 0IS' O.C. MAX 91-0' 2x4SYP12@16'0.C.MAX 2x4SYPi2@16'0.C.MAX 91-C 2z4 SYP R2 @ 16' O.C. MAX 2x4 SYP i2 @ IS- O.C. MAX 10'-0" 2,4 SYP •2 ® 12- O.C. MAX 2x4 SYP 82 @ 1 Z' 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 00 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 WF70/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF A2016- O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND = 9'-1" TOW, 1 ST FLOOR INTERIOR/EXTERIOR BEARING WALL = 8'-1" T.O W. 2NO FLOOR INTERIORIEXTERIOR BEARING WALL ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1386-AR LOT 86 1386-M LOT 87 1386-BR LOT 88 1386-0 LOT 89 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ' ',w`j�-�1111111 af Z Oa U_ I-_ Z 2 LL Q ILL I W V 2 _ Q'•s uj i_ 0��� G• J C N vo 0 i gF W � � zj :0 50 fA N Z° A O V� r. 0 .s zti It a M M a N C a � r ZC? OM � 0 C LU m O U 2 < Z - =a0 - t, � F Xz MWO O STRUCTDRAL ENG' TH DRAFTING: z STRUCr Q DP DC CHEd1: 0 CC srAR-lea10 rSCALE: AS INDICATED w DATE: 1b1623 S5.1 HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS STUD LUMBER SPECIES CONNECTION & FASTENERS PLIFT CAP. UENTER / SIDE (PLF) BLOCKING (2)Zx6 A2 SYP W/OPT.?FLITCHPLATE ATTACH KING STUD TO HEADER;dSPACING (8)0.167x3-12 NAILS TOP BOTTOM (2)38 i2 SYP ATTACH KING STUD TO HEADER w/Is- SYPA2 (3) 0.146'x SAW (3)o148x3-1M" NO UPLIFT MID-SPANHZ,8 PLATE (8) 0.187x 3-12 NAll6Hh10 16- SYPA2 TOE -NAILS (1)SOWC15800 TOE-NAILSW/OPT.}"FLITCH (1)SDWC15450 270 PLF MID-SPANW/ kTAH2x8 (2JbtO02SYP ATTACH KING STUD TO HEADER wl OPT. }' FLITCH PLATE (10) 0.162x 3-12 NAILSH2112 Is- SYPA2 (1) SDWC15600 (1) SDWC15450 270 PLF 103 PT. (2)Zx12 A2 SVP ATTACH KING STUD TO HEADERW/ W/OPT. }' FLITCH PLATE (10) o167 x 3-/(7 NAILS 12" SVPA2 (3)TOE-NxLS/4' (3)TOE-NJUS/4' NO UPLIFT MID -SPAN BW4 (3)2z12 02 SYP ATTACH KING STUD TO HEADER w/ H3z12 W/OPT. � FLITCH PLATES (10) D167 x 3-12 NAILS 12' 12' SYPA2 SYPA2 TOE -NAILS (1)SOWC15600 (1)SDWC15600 TOE -NAILS (1)SDWC15450 (1)SDWC15450 36D PLF 360 PLF MID -SPAN 1/3 PT. BW5 H3.Sx5.5 (2)1.75k5.5' LVL ATTACHKINGSTUDTOHEADERWI (6) 0.167 x 3-12 NAILS H3.Sx7.25 (2)1.75'x7.25'LVL ATTACH KING STUD TO HEADER w/ BNA (8) 0.187 x 312 NAllS H3.5x9.25 (2)1.75-x9.25-LVL ATTACH KING STUD TO HEADER 1d 0.167 x 3-12 NAILS BW/ 16" 18' SYPA2 SVPA2 (1) SDWC1561TD (1) SDWC75600 (2) SDWC1545D (2) SDWC75450 440 PLF 440 PLF MID-SPAN(10) 1/J P7. . �z117'' (3)1.75k11.2S LVL ER ATTACH KING STUD TO HEADER wl (12)0.167 x 3-12 NAILS BWB 3.5'x5.5" AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER w/ H4x6 HEADER (6) 0.167 x 3-12 NAILS 13 WJ 1 12' SYPA2 (1) SDWC15600 (2) SDWC15450 590 PLF MID -SPAN 1108 3.Sk725-AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (8)0.187x 3-12 NAILS BWI 12- SYPA2 (1)SDWC15800 (2)SOWC15450 580 PLF 113 PT. H4x I0 3.5k9.5- AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (10)0.167x3-12 NAILS BW11 16' 8VPf2 (2)SDWCISGOD (3)SDWC15450 776 PLF MID-SPANH4x12 3.5'111 25' AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (12)oi62'.8-1rr NAILS END VERTICAL TO KING STUD W/ (6) BW1 - - - - - - P-HDR SEE DETAIL HD14 THIS PAGE 0.131XS NAILS BW1 HEADER SUPPORT SCHEDULE - SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 1'4rTO3-11' 1 1 STANDARD BEARING WALL W/STRAPS NOTES 4'-0' TO 7'-1 1" 2 2 VERIFY WPLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF A2 OR SYP A2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE WI(3) 0.131- x 3' TOE44AILS. ALL LOAD BEARING WALLS SHALL HAVE SVPA2 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. 81.0` TO 9-11' 2 3 1. 7941' TO 17-0' 3 4 STANDARD HEADER NOTES 1. VERIFY /PLAN FOR CORRECT LENGTH OF HEADER REDID. SIZE INDICATED ON PLAN IS 5. IF'BW CALLED OUT ON 2W FUR. SEE PLAN FOR STUD TO STUD CONNECTIONS. MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAYBE INSTALLED WI OUT APPROVAL 6. MID OR } PT. BLOCKING TO BE 2x VW(2) 0.131' x 3' TOE OR END -NAILS EACH END. FROM E.O.R. 2. ALL HEADER JACKSAINGS 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. WFO&ISD2. ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. 3. NAIL HEADER PLIES (INCLUDING LVL.) TOGETHER USING (2) ROWS OF 0.148'K3' NAILS @ 8. NO N BASE CONNECTIONS TO THE FOUNDATION ARE REDID. IF BRG. WALL IS INDICATED'NO TIO AL B 17 O.C. ONE SIDE. MIN. 7 FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 F P ITT" THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE U L ' OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET TO BE TOE-NAILED/END NAILED TO THE PLATES 8 THE 2. P.T. BASE PLATE CAN BE ATTACHED WMARD 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) 0.148x3' TOE -NAILS PER SIDE IN ADDITION TO NAILING 9. FORBEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03ISDI U.N.O.ON PLAN. PER HEADER SCHEDULE. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WFO9/SD2 U.N.O. ON PLAN. 5. IF MORE THAN (1)KING IS RED D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL RE°D. I I. COLUMNS WITHIN BEARING WALLS w/UPUFT THAT DO NOT SHOW ABASE CONNECTION: CONTRACTOR TO NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WFO81 SD2. INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOP/BOTTOM AND HAVE AN ANCHOR (AS DEFINED OTHERWISE, CONTACT E.O.R. FOR REOD. WOOD SCREWS. BY DETAIL W F07A THIS SHEET) WITHIN 6' FROM THE COLUMN. 6. HEADER IS NOT SPECIFIED CONTACT E.O.R. 1UMBING IF . IS TO BE RUN THROUGH BEARING WALLCONTACT E.O.R. FOR FURTHER REVIEW. 2PL S 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 13. AT NON -BEARING WALL LOCATIONS 2x4 SPFA2 STUDS @ 24'o.c. MAX. ARE ADEQUATE. AT NONSEARING 8. SEE DTL WF091SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS HEADERS USE (2)2x4 FLAT wA3)O.131'x3- TOE -NAILS EA SIDE AND CRIPPLES AT 24b . AT 2STORY OPEN AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. AREAS INSTALL NON -BEARING WALL STUDS @16"..c. 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 I r GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER E = 16D0000 Psi, FB = 15M psi, FV =175 pi, FC-PERP =650 psi. (2) 0.131k3' TOE -NAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/EITHER GUN NAILS @37o.c. OR (2) ID WHERE SYP A2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP IBE 0.148k3-1/4' NAILS TO EACH FLOOR TRUSS. SHORTSPAN HEADERS MAYBE SUBSTITUTED PER THE HEADER SUBSTITUTION 14. IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE SCHEDULE ON SHEETVUPI. ABOVE BEARING WOOD WALL SCHEDULE, NO $PCs ARE REQUIRED. 11. AFP 1.8E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. TTI M HD: MIN. 12 SIMPSON T rEN-HD SCREW : AS INDICATED ON THE STRUCTURAL PLANS 'BASE ANCHOR INSTALLED @ MAX 24' O.C. W/ MIN. CONNECTOR' I&, SIMPSON TITEN-HD, 12 THREADED ROD, 7' EMBEDMENT INTO FOUNDATION. AND 12",-BOLT, MAY BE INSTALLED AND OR SUBSTITUTED MAINT M -114'DISTANCE NAMIN 2 EDGE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW - FROM THE CONCRETE OR MASONRY FACE. FOLLOWING THE INSTALLATION INFORMATION PROVIDED ON INSTALLERS: REFER TO MANUFACTURER'S THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. EM SPACIINM ALL 'BASE CONNECTORS" SHALL BE SPACED AS INDICATED THIS SCHEDULE, 6' FROM ENDS OF WALL FRAMING, AND THREADED H00�, /41/CTIOR 2-1/4' DRILL & EPDXY: MIN. 5/8" THREADED ROD WITHIN 6" EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F1554 GRADE 36, FI-Wksi, Fw58W. wASHEM: INSTALLED @ MAX. 32' O.C., W/ MIN. 7' 1. AT INTERIOR FRAME WALLS: SIMPSON BP OR BPS1,2 SO. EMBEDMENT INTO FOUNDATION USING - (7 ) . WASHER EQUAL xD SIMPSON SON SET-XP EPDXY OR EQUAL. MP AT EXTERIOR SHEATHED FRAME WALLS: USE SIMPSON 2 EX IO FRAM MAINTAIN I A TAIN A MIN. 2-114' EDGE DISTANCE BP OR BPSS/8-3AS WASHER OR EQUAL (3k3'x0.229'). FROM THE CONCRETE OR MASONRY FACE 3. WHEN USING WASHERS WITH SLOTTED HOLES, A STANDARD CUT WASHER IS REQUIRED BETWEEN NUT AND THE PLATE WASHER. J4190LT: MIN. 12 JSOLT INSTALLED @ MAX. 37 O.C., 4. AT EXTERIOR WALLS. THE EDGE OF THE PLATE WASHER 2 1!4' MIN. gSTM A3070R BETTER W/ MIN. 7" SHALL EXTEND TO WITHIN 12 OF THE EDGE OF THE -12 EMBEDMENT. MAINTAIN A MIN. 2-1/4' EDGE BOTTOM PLATE ON THE SHEATHED SIDE. LEG DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEGJ-BOLT SHALL BE : A MIN. 1-12 AS MEASURED FROM SHAFT DER SHALL USE AN APPROPRIATELY SIZED HEX NUT BUILDER FACE TO END OF LEG AS SHOWN THIS MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS 2Us OF A TURN. F07 STANDARD BASE PLATE CONNECTOR SCHEDULE vb'=r4r BREAK SHEATHING AT KING NAIL END VERTICALS TO TO JACK STUD TRANSITION KING STUD PER HEADER SCHEDULE. A FASTEN SHEATHING TO- CONT. PLATES w/ 0.131 x 2-12 NAILS @ W O.C. WALL SHEATHING. \, THICKNESS AND TYPE PER PLAN '•..� _ O.C. ABOVE OPENING AND AT EA. END OF HEADER SEE HEADER SUPPORT A SCHEDULE FOR FASTEN SHEATHING TO- REOUIRED KING STUDS CONT. PLATES w/0.131x 2-12 NAILS @ 3" G.C. 4'-0" MAX CLEAR SPAN SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACK STUDS HD14 BUILT-UP PANEL HEADER DETAIL 12 = V-C` 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 (2)2x_ 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(lb) B (3) 2X_ SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO (1)- SOWC15600 SCREW. REFER TO DETAILS 1, 1A AND FRAME TO MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN O 2ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1E FRAME 485 815 C (4) 2x_ SPF A2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) 2 ❑ (2} SDVVC156DO SCREW, REFER TO DETAIL 5 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1D FRAMETO FRAME (1)PLY 1045 (2)PLY 940 (1)PLY 1195 (2)PLY 1075 (2) N SYP A2 BUILT UP STUD COLUMN(STUD SIZE TO (1)PLY TRUSS H1OA W/(18)-o108" x 1-12 NAILS OR (2)PLY TRUSS HIOA-2 W/(18NJ.148"x1-12 NAILS FRAMETO FRAME H10A 1015 HIOA-2930 HIDA 1I05 H10A-21080 D MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN (3) 2x_ SYP A2 BUILT UP STUD GOUJMN(STUD SIZE TO O HTS20 W/(18} 0.148' x i-12 NAILS FRAME E FRAME TO 1215 1445 E MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN (4) 21_ SYP /2 BUILT UP STUD COLUMN(STUD S2E TO F MATCH WALL SIZE SPECIFIED ON THE FRAMING PUN a (2)HT520 W/(16}0.148' x 7-12 NAILS EACH FRAME 2430 2890 O H2.5A WI(10)0.131"x1-12 FRAMETO 540 625 G 4x6SYP A2 POST FRAME /� O DTT2 WI (e} 1W x 2-12 SIDS SCREWS & 12 EPDXY 4 5 COLUMN TO 1685 1685 H *8 SYP A2 POST ANCHOR CMU/FTG. (2)-CSHP18 OR (2)- CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. WEND COLUMN TO J 6x8 SVP A2 POST ❑8 LENGTHS (TOP & BOTTOM) W (14)-0.131' x 2-12 NAILS EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. 8 FRAME 2060 2DSD I� J 10x10 SVPA2 POST (PT IF USED IN AN EXTERIOR APPLICATION a CSHP18 OR C520 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW, MIN. 9' END LENGTHS (TOP & BOTTOM) W/ (14)-0.131' x 2-12 NAILS. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. a COLUMN TO FRAME 103D 1030 J 4x4 SYP V POST (PT IF USED IN AN EXTERIOR APPLICATION) 10 ❑ 2} 6' 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 Say BG5 &1 j 64 SYP A2 POST (PT IF USED IN AN EXTERIOR APPLICATION) /�/ 8x8 SYP A2 POST (PT IF USED IN AN EXTERIOR APPLICATION) J DETAIL 12JSDWC 3-12x312 ENGINEERED LUMBER COLUMN. PER HTT5KT COLUMN TO FOUNDATION W/(26} A10 z 2-/2 STRUCTURAL COVER SHEET EEMBEDMENT So SCREWS. 5W ALL THREAD ROD TO CONCRETE WITH SIMPSON SET3G EPDXY. U.N.O. ON PLANS: MIN. 8" TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING 5360 5445 3- ENGINEERED LUMBER COLUMN. PER QSTI/4' STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W/2-1/4" MIN. EDGE DISTANCE. 3-1-r ENGINEERED LUMBER COLUMN. PER STRUCTURAL R COVER SHEET 12 LSTA78 W/(14)-0.148" x 2-12 NAILS (CENTER STRAP ON HEADER TO 1115 1235 STUD) STUDS 3-12k9-12 ENGINEERED LUMBER COLUMN. PER S (2)LSTA18 W/(14}0. x NAILS EACH (CENTER HEADER TO 2470 STRUCTURAL COVER SHEET 13 STRAP ON SAP ON STUD) STUDS 1230 5-1-1/4' ENGINEERED LUMBER COLUMN. PER T (1)-A34 ANGLE W/(8} OA31"x 1-12 NAILS @"' O.C. MAX & 6" FROM EA. END. PROVIDE WEB FILLERS AS FRAMETO 300 PLF 348 PLF STRUCTURAL COVER SHEET 14 EQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) 1 (LATERAL) 5.1/4kT ENGINEERED LUMBER COLUMN. PER STRUCTURAL V HGA70 W/(4)7/4' z 1-12 SIDS SCREWS & (4)1 /4' x 3' SOB FRAMETO 840 7165 COVER SHEET 15 SCREWS FRAME (LATERAL) (LATERAL) X -r ENGINEERED LUMBER COLUMN. PER STRUCTURAL 18 MSTC28 W/(28)-0.148" x 3-11C NAILS CENTERED STUDS TO 2325 269D COVER SHEET BEAM/GT 3-12111-7/8' ENGINEERED LUMBER COLUMN. PER 17 MSTC40 W/ (24)-0.14W x 3-1 M' NAILS CENTERED W1 21-1W CLEAR SPAN & WEND LENGTHS 8 STUDS TO STUDS 1993 2306 y STRUCTURAL COVER SHEET 18 HUC410 CONCEALED FLANGE HANGER W6(12)0.167x 3-12 NAILS & (6) 0.14S" x 3" NAILS FRAME TO FRAME U=981 R = 1866 U=1077 R = 2166 5-1/4" z &12 ENGINEERED LUMBER COLUMN. PER Z STRUCTURAL COVER SHEET 19 HTT4 W/(18}0.167 x 2-1? NAILS W5/8' EPDXY ANCHOR 4.7 COLUMN TO FIG. 3690 SYP: 4325 PSLI.VL: 3812 STANDARD COLUMN NOTES CONNECTOR NOTES . NAIL ALL BUILT-UP STUDS PER DTL W/FOB/SD2. !. ALL POST/LVL COLUMNS IN EXTERIOR CONDITION SHOULD 1. UNLESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL STRUCTURAL MEMBERS: BE P.T. OR W/OLMANIZED. A. TRUSS OR BEAM TO MASONRY (PERPENDICULAR CONDITION) NOT APPLICABLE I. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP B. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION, WITH AMINIMUM EDGE NOT APPLICABLE SOLID POSTS. ATT EXTERIOR CONDITIONS 40: ASU44Z w/(12)0.162k 3}" NAILS & t EPDXY ANCHOR wIIIN. DISTANCE OF 3" 7" EMBEDMENT C. FLAT TRUSS,BEAM, OR RIM BOARD TO MASONRY(PARALLEL CONDITION), WITH A NOT APPLICABLE 6x6: ASU66Z w/(12)0.162k 3}'NAILS &}" EPDXY ANCHOR w/MIN. MINIMUM EDGE DISTANCE OF I-1/2" 7"EMBEDMENT D. ALL ROOF TRUSS/PURLIN/RAFTER TO FRAME (PERPENDICULAR CONNECTION) ❑2 /EA.OR/EA. 8X8: ASU88Z w/(1810.162Y 3#" NAILS&(2)}" EPDXY ANCHORS w/ E. HIP JACKS LESS THAN 7--a LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPUFT OF 535 E1 MIN. 7' EMBEDMENT /EA.ORaIEA LBS 1Ox10: ABU101OZwA22)0.162k 3}' NALLS & (2)' EPDXY ANCHORS w/ MIN. 7-EMSEDMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP G. INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3}0.131" AND BASE PLATES U.N.O. ON PLANS. 3" TOETALL x 3"TOE-NAILS. i. 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"X3"TOE-NAILS. i SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 3. STRAP MAY BE INSTALLED OVER MAXIMUM 23/32"SHEATHING, USE 2-1/2" NAILS ILO. 1-1/2" NAILS. SPECIFICATIONS. 4. TIGHT♦ 1/3TURN. PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMPSON SPEOFICATIONS. HEX NUTS SHALL BEWRENCH '. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER 5. 1/2" ALL THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN. 7" EMBEDMENTTOGROUTEDCMU )F 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 I4 OR R5 BAR. MAINTAIN 2-1/4" MIN. EDGE DISTANCE. IF THREADED ROD CAN BE CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAYBE REDUCED TO 12". 7. 5/8" ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O. ON PLANS: MIN. 7" EMSEDMENTTO CONCRETE FOOTING W/ 2-1/4" MIN. EDGE DISTANCE. FULL CAPACITY ACHIEVED WITH I2"END DISTANCE FROM EXTERIOR CORNERS. MINIMUM DISTANCE FROM CORNERS IS 2-1/4" WITH ACAPACI YOF 2650 LBS. 8. REFER TO SIMPSON LITERATURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN & END LENGTH MEASUREMENTS. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20OR LSTA18 (UPLIFT=1235) 0 TO BEAM: SIMP. HU46 OR HUC46 W (12)0.167x 3}' (2)2z6 SYP NAILS d (6).0.148"x 3' NAILS. (2165/ UPLIFT=1135) u 82X6 WITH 12 FUTC TO MASONRY: SIMP.HU46OR HUC46w/(8}1)Wx 2- q} PLATE TAPCONS & (4)-0. 148' X 3"(U=760R==20W) ON MASONRY: MSTAM24 w!(9)-0.148' x 3" NAILS 8 �J (5)-1/4"x2-1/4" TAPCONS(UPLIFT =1375) ` * 61 TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) TO BEAM: SIMP.H U48 w/ 14 162k ( 3=J' NAILS & w (THxe A2SVP 3 3'HALLS.48ORU VVV 82x8 WITH 12 FLITCH MASONRY: UC481135) TO MASONRY: SIMP. HU480R HUC48 w480.148k 3 � emu. ■ � •S!•!!!!!•! v O PLATE NAILS&(10}}k 2}' TAPCONS. (29XI1UPUFT=1135 ON MASONRY: MSTAM24 w/(9)-0.148' x 3' NAILS 8 (5}}" z 2}" TAPCONS (UPUFT = 1375) W TO POST: SIMP. HTS20 OR LSTA18(UPUFT=1235) TO BEAM: HU410 w/(18)-0.167x 3}' NAILS & CD {�i • • (2)2x10 A2 SVP (48'x 3" NAILS. (32 FT 1795) TO MASONRY: SIMP.MW100R HUC410 w! w p 4 - • �/ • Q B2x10 WITH FLITCH PLATE (10)-0.k1483' NAILS & (11)-}' x 2}' TAPCONS. 7 ON MASONRY: MSTAM24 wl(9M.148' x 3' NAILS d , 0 _ S v (5). }' x 2}' TAPCONS (UPLIFT = 1375)IN- vJ Kl1� TOPOST: SIMP.HTSMORLSTAIB(UPUFT=1235) TO BEAM: HU410 w/(I8)-0.162 .3}' NAILS & 'A P •= B2z12 (2)2z12 A2 SYP WITH 12' FLITCH (10}0.148"x3- NAILS.(3250/UPLIFT=1795) TO MASONRY: SIMP. HU410 OR HUC410 w/ !!! `� PLATE (10)-0.148'x 3' NAILS & (14).}' x 2}' TAPCOOO (3500/UPLIFT=1800) m ON MASONRY: MSTAM24 w/(9)-0.148' x 3' NAILS & a (5}}" x 2}' TAPCONS (UPLIFT = 1375)In p W Q TO POST: SIMP. HTS20 OR LSTAta (UPLIFT=1235) m O TO BEAM: HU410 w/(18)-o162k 3? NAILS & Q (10)-ol48'x 3' NAILS. (32501UPLIFT=1795) p Z 13.5.1125 (2)1-75k112S TO MASONRY: SIMP. HU410 OR HUC410 w/ LVL (10}0.148'x W NAILS &(14}}'x 24-TAPCONS. 9 w (3500NPLIFT=1800) ON MASONRY: MSTAM24 w/(9)-0.148' x 3' NAILS & (5}}' x 2}'TAPCONS(UPLIFT =1375) 0 j Z TO POST: SIMP. HTS20 OR LSTA18 (UPLIF7=1235) TO BEAM: HU410 w/(16)-ol S2k 3}" NAILS & O g (10)-olO ON 3' NAILS. (3250NPLIFT=1795) 1 i O 3.51..75 x1 (2)1.75'x11.87s- TO MASONRY: SIMP. HW10 OR HUC410 w/ LVL I,o)-ol48"x 3'NAILS &(14}}'x 2}" TAPCONS. aza (3500UPUFT=1800) ON MASONRY: MSTAM24 w/(9)0.148' x 3' NAILS d (5}}'x 2}' TAPCONS (UPLIFT = 1 375) ~O rn W TO, O : (Z) IMP. S2 LS 18 (U LIFT= 4 ) -, r TO SIMP. HU410 w1(18)-DI62'X3}" & a w (10)-0.148' x 3' NAILS. (325GNPUFT=1791, TO MASONRY: SIMP. HU410OR HUC410./ t O Z 83.5x16 (2)1.75k16' LVL (10)-0.148' x 3' NAILS & (14} }'X 2'i' TAPCONS. w w ( 3500/UPUFT=1800 J O ON MASONRY: (2) MSTAM24 w/(9)-0.148'x 3' NAILS & E ° (5)-}" x 2}' TAPCONS EACH STRAP (UPLIFT=2750) O p 2 'NAIL BEAM TOGETHER USING (4) ROWS OF 0.148" x 3 "NAILS 6"O.OEACHSIDE p a 6 Z W IY TO POST: (2) SIMP. HTS20 OR LSTA18 (UPLIFT=2470) w i ON MASONRY: (2) MSTAM24 w/(9)-0.148'z 3' NAILS & < Y� 85.2506 (3)1.75'x16' LVL (5}}" x 2}' TAPCONS EACH STRAP (UPLIFT = 2750) w U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF u r O of ON 31` NAILS @ 6' O.C. EACH SIDE 0 O LL U� O TO POST: (2) SIMP. HTS20 OR LSTA18 (UPLIFT=2470) Q LU B3.Sx20 (2)1.75'z20" LVL ON MASONRY: (2) MSTAM24 w/(9) 0Ol48k 3- NAILS & 2}" TAPCONS EACH STRAP = 2750) 5 rc u ^ Z IJ y} F (5)-- z (UPLIFT 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF i Z DI 3}' Z }`� 48k NAILS 6' D.C. EACH SIDE � � O W U 0 w 06 J01 zx ;vv„, C i � STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 0.148' x 3}' NAILS @ o = I lo.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2110 OR LARGER, MIN. 7 EROM SING 3 ROWS TOP AND BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHER USING(3)ROWS 'NAILS w F O LL W v! m C V OF 0.748' x 6'o.c. P. ONE SIDE MIN. 7 FROM TOP AND BOTTOM 3} @ (TY OF BEAM _j W O - W 2 2. VERIFY wIPLAN CORRECT LENGTH OF BEAM REDD. (MIN. 2" BRG. EA. END OR U ~ O Z� O S MIN. 3" BRG. ON MASONRY) O LU Z !O V G 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. r w LU E 4, BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT a WRITTEN APPROVAL FROM THE E.O.R. 0 z� 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS p w • SIMPSON HTS20 MAY BE SUBSTITUTED WITH SIMPSON HTS20-REV 0zi C N w u C w w F (7 4D O tico f z ° IO m, 'AZ`- a -I F- O °a NCO u m 7p X x s y z S W Z - IL Zw Zm 0 �W Mxz Ir WO a oy ooa 0 Q J y p a}} f~Ao1F Z. w w W p STRUCTURAL ENG: TH DRAFTING: yj w O W r SIRUCI: DP Q CMEGK: CC p � 7 ° JOB No. STAR-18410 rn W NOTES & SCALE: AS INDICATED GATE: 1a1623 i CONNECTOR LEGEND .11 S5.2 i 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. • 13WNR 113WLR 1386J 11386-M 113WAR 1 1387-M I1386-BR 11386.0 e� III roan vcv LAI LKIUK F-KAML WALL 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 (STARLIGHT) SCHEDULE 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 OVERDRA/EN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRNEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 92 ® 16' O.C. MAX U.N.O. ON FRAMING PLANS. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 8'0' 2x4 SYP 02 ® 16' O.C. MAX 2X4 SYP •2 @ 16- O.C. MAX 91-M 2x4 SYP 02 ® 1S- O.C. MAX 2,41 SYP #2 012' O.C. MAX 9V" 20 SYP Y2 G 12' O.C. MAX 2a4 SYP M2 0 12' O.C. MAX 10.0' 2c4 SYP 010 12" O.C. MAX 2x4 SYP #1 0 6' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE W-17 2z4 SYP i2016.O.C. MAX 214 SYP •2@IS- O.C. MAX 910' 2z4 SYP i2 016- O.C. MAX 2.4 SYP 92 Q 16' O.C. MAX 9'-4' 2x4 SYP i2 ®16- O.C. MAX 2,4 SYP 02 ® IS- O.C. MAX 1010' 2.4 SYP 02 @ 12- O.C. MAX 2x4 SYP #2 @ 12' O.C. MAX 1386-NR LOT 81 1386-LR LOT 82 1386-KR LOT 83 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1386-J LOT 84 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 - WS46/SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09ISD4 U.N.O. 4. IF SHEATHING IS MOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF101SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. 1386-M LOT 85 WALL LEGEND =9'-1' T.O.W. 1ST FLOOR INTERIORIEXTERIOR BEARING WALL =8'-i' 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 ROOF FRAMING PLAN; ,1�Itltttt�� LL i� d ttll�� z g LL z Q Of LL N Z � 0 � F � m0 0 CZ I- IL F ��O W Zi W W Z O o may as U) p STRUCTIMAL ENG: TH N DRAFTING: U STRUCT: DP Q GC CHECK: 0 GC w JOB No. STAR-18410 2 6CALE: AS INDICATED w pATE: 1a16ro of 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) 1386-NR 11386-LR 11386-KR 11386J 113WM 11306,AR 11387-M 11386-BR 1 1386-0 1386-AR LOT 86 1386-M LOT 87 1386-BR LOT 88 1386-0 LOT 89 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 81-0" 2x4 SYP 02 @ IS- O.C. MAX 2x4 SYP 02 0 1g O.C. MAX 9'-0' 2.4 SYP Y2 ® IS' O.C. MAX 2x4 SYP 02 @ 12" O.C. MAX 91A' 2x4 SYP 02 ® 12' O.C. MAX 2x4 SYP #2 0 12- O.C. MAX 10' IT 2x4 SYP 01 012- O.C. MAX 2x4 SYP R7 0 8" O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE ENDZONE 81-0' 2x4 SYP 02 @ 16' O.C. MAX 2x4 SYP 02 018' O.C. MAX 91-0" 2x4 SYP t2 @ 16' O.C. MAX 2.4 SYP 02 0 18' O.C. MAX 9'-4' 2x4 SYP M2 Q 16' O.C. MAX 2x4 SYP 02 Q 16- O.C. M 10'0" 2x4 SYP #2012O.C. MAX 2x4 SYP I2012' D.C.MAXZ EXTERIOR FRAME WALL NOTES i. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR w REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE FRAMING PLAN. 3. SEE DETAIL WF 10/SD4 FOR REQUIRED WALL SHEATHING O THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF m NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO p BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE 0 SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS, 4, IF WALL IS FRAMED WITH 24 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF R2 @ Is- O.C. MAX U.N.O. ON FRAMING PLANS. O ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C O STANDARD 2ND FLOOR FRAMING b NOTES: a 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. r 2-STORY FRAMING -WS02/SD3 W OPENING SITTING ON WOOD BEAM -W3461SD4 — E 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL W509/SD4 U U NO.O. ZO 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) Z FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF1dSO4 AT ALL LOCATIONS AS REQUIRED. < 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING O PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING O NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A y STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE O ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. vj WALL LEGEND a = 9'-1' T.O.W. 1ST FLOOR U INTERIOR/EXTERIOR BEARING WALL m = 8'-1' T.O W. 2ND FLOOR INTERIOR/EXTERIOR m BEARING WALL O 'A' = ALIGN WITH COLUMN ABOVE p BUILDLAYOUT NOTE:DOES OJ IFTHETRUSS SHOER NOT CH THE TRUSS MANUFACTURERS LAYOUT ---STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES Z O O w O O a O 0 x 0 0 z W V 7 a as ROOF FRAMING PLAN 11111/// 4ti ;o �Q S 0 A N (7 Go Z t— h Uj m _5 0 'i f- 9L aLU0 F IL yo.} DISTRUCTURALENG: TH S STRULT: DP Q QG CHECK: a CC w JC6 No. STAR-18410 Z SCALE: AS INDICATED w WTE: 1.1601 a of S5.4 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVP82 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2)-2x TOP PLATE PER PLAN. - NAIL SHEATHING W/ (2} ROWS 0.131' x 2-11r NAILS & 3' O.C. SHEATHING TO HEADER W/- 0.131' x 2-1 r- NAILS AT T O.C. HORIZONTALLY &VERTICALLY AT PORTAL FRAME. MIN (3)-2x JACK & (I)-2x KING STUD - (3)-2x JACK STUDS — MIN. 7/16" STRUCTURAL 1 SHEATHING. OR 15G2 EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO MID -HEIGHT OF FLOOR SYSTEM. NAIL ALL EDGES TO STUDS OR COLUMNS W/ 0.131'x2-1 r NAILS Q 3- O C. & 3' O.C. IN THE FIELD. 2)-2x BOTTOM PLATE. NAIL TO — SHEATHING W/ 2 ROWS 0.148" x 3" NAILS @ 3' O.C. SHEAR WALL SEGMENT (DIMENSIONED THIS DETAIL)SHALL BE INSTALLED CONTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING, SHEAR WALL x 11-1/4' HEADER PER PLAN. EXTERIOR SHEATHING & NAILING PER DETAIL WF10/SD4. ELEVATION? VAND 1' ADS INDER 2ND FLOOR JAMB COLUMNS. INTERSECT ONTUDS O WALL (GARAGE OPENING) KING STUD.JANAILE K STUDS PER W DARD HEADER NOTES. (2y-N BOTTOM PLATE. NAILTO SHEATHING W/(2) ROWS 0.148" x 3' i NAILS 3"O.C. 3: FOUNDATION PER PLAN. •• .ds GARAGE PORTAL FRAME EXTERIOR ELEVATION 12 =1,4r V Z Z W a O F- Z LU (2}CS20 STRAP W/0.148' x 3' NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN. 9' END LENGTHS. (2)-2x BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN THIS DETAIL FOR CLARITY. 3.5' x 11.25 HEADER PER PLAN. (2)-LSTA78 OR (2).CS20 STRAP W/0.148z 3' U NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. 99 END LENGTH OVER Z JACK STUD. (2)-211 BLOCKING BETWEEN STRAPS Z AND HEADER W (GARAGE OPENING) a. O HTT4 BASE CONNECTORS W/ (18) 0.162 x 2-1(I >- NAILS & 5/8' THREADED ROD W/ MIN. 12 EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-1WEDGE Z DISTANCE FROM FACE OF CMU Lv SIMPSON DTT22 W1 8} 1/4' x 2-1r2 SOS SCREWS &((1}72'�PDXYANCHOR. R ANCHOR SEiALL HAVE MIN. T' EMBEDMENT i BELOW LOWEST GARAGE OR PORCH SLAB W/SIMPSON SET-XP EPDXY. i t' ' -FOUNDATION PER PLAN (1) ANCHOR BOLT CENTER OF SHEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET. INTERIOR ELEVATION OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF A SINGLE OPENING LARGER THAN 16' WADE 48' TALL IS REQUIRED. IF 2x OR (2)-2x BLOCKING PER SCHEDULE AT ALL PANEL ES. (3}0.131' X 3' TOE -NAILS AND SPLICES.EACH END. EDGES_ NAIL �1 x OR THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS PANELS BLOCKING WITH EDGE NAIL SPACING. al. EXCEEDS 8 SO. FT. (2}2X TOP PLATE, .�/ I ��I\1 II ►\,. ��.__..__.I `II �I by I►IN%=111MINI I +INDICATED ON I I I FRAMING PLAN., Ilt 1 I 1 ►' 1 I I I I 1 1" I I I FRAMING I I 1 I IION I 11 �1 II bImom II - 1= TYPICAL INTERIOR SHEAR WALL 3/4'=1'-X OR HOLD-DOWNS. WALL FRAMING& - FLOOR SHEATHING& FLOOR -TO -FLOOR NAILING PER PLAN. CONNECTIONS PER PLAN. (2}2XB SY. JOIST. NAIL FASTEN FLOOR 18'TALL 2x4 SVP%2 VERTICAL. NAIL TO O.S.B. RIM BOARD W/ PLIES TOGETHER W/(3) 0.148' x W NAILS Q 8" O.C. SHEATHING TO TOP (2).ROWS 0.731'x 3'NAILSQ &2'FROM EA. END. PLATE OF SHEAR WALL 3" O.C. (10 NAILS TOTAL). W/ (2) 0131' x 2-1? NAILS Q 4- O.C. - 2x4 SVPN2 BLOCKING @ 3W SHEATHING 2PO.C.W/(2)0.748'x 3' TOENAILS EA. END. yr,•¢ 1-7/8' O.S.B. RIM BOARD FLOOR SYSTEM PER HUC28-2 W/ (10)-0.162- x 3-1 rr' NAILS PLAN 2-HOUR AREA SEPARATION TO CARRYING MEMBER & (4} 0.148'x ASSEMBLY PER PARTY 3' NAILS TO (2)-216 JOIST. WALL DETAILS. AT HANGER LOCATIONS, INSTALL SHEAR WALL PER IN. 12 LONG BACKER BLOCKS ON PLAN, BALLOON BOTH FACES OF WOIST PER JOIST FRAME TO FLOOR MANUFACTURERS WRITTEN SHEATHING. WALL FRAMING & SPECIFICATIONS. FLOOR -TO -FLOOR CONNECTIONS PER PLAN. IJOISTS PER PLAN. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. 3/4'=1'-0' FLOOR FRAMING AT STAIRCASE I 1'=1,4r REFER TO DETAIL WF07/SD2 FOR CONSTRUCTION REOUIREMENTS. SHEAR WALL END COLUMNS AS INDICATED PER FRAMING PLAN. OPENINGS SHALL BE LOCATED AWAY FROM THE END OF THE WALL AT LEAST 1rJ OF THE WALL HEIGHT. - MID SPAN WALL BLOCKING U.N.O. ON FRAMING PLAN i - STRUCTURAL SHEATHING I PER SCHEDULE I - END OF WALL ANCHORS 'J7 PER FRAMING PLAN. .I 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. 011111/11,,1, ryz� ui g j Lt�- • Q - j • — ¢ Lu • O w wCIA • aQ 01 z 000 EI J t— y � p O z m J 0 - (LU L w =ayo F F- - o U X Z M � � a J }0y In a. s sTRucTURU ENG: rn rc oc alEnc: cc w JOB No. STAR-18010 t SUIE: AS INDCATED w DATE: 10/16123 o S6 D GARAGE BUCK DETAIL DORMER FRAMING DETAIL 81 MPSON ... _.. DIAGONAL TO BEAM 2402-CENTER BUCK 31V DIA ANCHOR CENTERED 2.6 P.T. BUCK EACH SIDE OF OPENING (5) l2"ez5- LAG BOLT AT EA. DOOR BUCK EA. SIDE OF DOOR. PROVIDE 2". 3/16" THICK WASHER WI EA. ANCHOR. (1st BOLT TO BE 8' MAX. ABV. CURB, REST EQ.SPACED -24" O.C.) END VIEW w/ CMU HEADER (SEE PLM 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. (2) 0.131' x 2-12" NP EACH END END VIEW w/ WOOD WFO'1��\ ARCH WINDOW FRAMING DETAILS O2, STUDS @ 16" O.C. FOR KNEE WALL F @ 32. O.C. STUD TO ROOF FRAMING OLSTA18 B BELOW, SLIT ROOF SHEATHING FOR STRAP / O CONT. ROOF SHEATHING NAIL PER PLAN 2x4 BLOCKING w/(2) 0.16T z 312" NAILS EACH OPROVIDE D END TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE ROOF FRAMING BELOWAND CONNECT/ SIMPSON HTS20 @ 32' O.C. OROOF FRAMING TRUSS PER PLAN BELOW XA 2x PLATES OVER ROOF SHEATHING PER VALLEY FRAMINGED DETAIL CF01/SD3 OR VALLEY TRUSSES ATTACHPER TRUSS SUPPLIER ODOUBLE TOP PLATE OSIMPSON H H3 OR H6 @ EA END OF TRUSS OR RAFTER USS PER PLAN OR CONV, ING ERFS OCOMMON R HEAT � A ROOF NPER ARCH(� CURVED ROOF TRUSSES PER PLAN CURVED K O RAFTERS (2)LAYERS Y4"CDX SHEATHING w/ NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQD NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED, SIMPSON HGA10 @ 32' OC SIMPSON HGA10 @ 32 W/ (4)1/4- x 3' SDS TO TOP O.C. W/ (4) 1/4-.3- SDS PLATES & (4) 1/4k 1-12" TO TOP PLATES & (4) SOS TO TRUSS 1/411-12" SDS TO TRUSS SHEATHING NOT REQ'D SHEATHING NOT REQD TO BE CONT.0 THE TO BE CONT. @ THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE 1, TOP PLATE FASTEN SIDE WALL BEAM PER PLAN SHEATHING PER PLAN. SIMPSO DIAGON PLATE EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION GABLE END TRUSS PER PLAN. TYP. REDD GABLE END"L"AND/OR-r WHERE O.H-9'. BRACING STRONG BACK PER GABLE REFER TO GE31ISD2 END BRACING CHART 2x4 SYP 02 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFY WHICH 0 16" O.C. MIN (2) TRUSS BAYS 9' MAX. PLYWOOD CONDITION IS REQUIRED. CONTACT FOR FOR ADDITIONAL INFO AS REQD BACK FROM GABLE END (MIN. 48') CANT. .�' O'H' A23 DIAGONAL TO TRUSS BOTTOM CHORD. REFER TO GE02 FOR REO'D PLYWOOD BRACING TYP. SHEATHING & 2x4 SYP 92 BOTTOM NAILING PER CHORD BRACING @ IS- PLAN SHALL O.C. FOR FALSE BEAM RUN CONT. ATTACHMENT W/(3) ACROSS GABLE 0A 48513' TOE -NAILS TO BOTTOM OF EA. END MIN. (2) FALSE BEAM. TRUSS BAYS BACK ATTACHED PER FROM GABLE END NAIUNG (MIN. 48") SCHEDULE 2x TOP PLATE TO MIN. 2x4 SYP # GABLE END W/0.148"x STUDS @ 16" 3-1/4- NAILS @ S' O.C. O.C. W/ SINGLE 2v4 SYP i2 FRAMING FOR FALSE BOTTOM & TOP BEAM @ 16' O.C.. IF REQD W/14) PLATE W/ (3) 0.148'k 3" NAILS @ EA. TRUSS 0.148x 3" NAILS BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2x4 SYP i2 HORIZONTAL PER PLAN BLOCKING 0Is- O.C. W/ (3) IF REO'D 2092 SYP 0.146'k 3' NAILS EACH END BLOCKING BETWEEN CMU WALL CONNECTION STUD CLEAR SPAN CONNECTION FRAME DOWNF IS A SINGLE 2x ****NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WIDE :U7\ GABLE END 0-) FLAT CEILING CONNECTIONS SHEATHING PER PLAN SHEATHING PER PLAN SEE TYPICAL HEADER TYP. TRUSS TO FRAME 'RAMING DETAILS FOR TYP. TRUSS TO FRAME CONNECTION PER 1DDITONAL CONNECTION PER STD. CONNECTOR VFORMATION - STD.CONNECTOR NOTES HEADER CAN BE NOTES + FRAME OUT TO BLOCK HER UPSET OR \ EDGE AS REQD )OW NSET) . FRAME OUT TO BLOCK EDGE AS REDD x W/ (2) 0.16T x 3-1/I 'OE -NAILS EACH END LAST STUDOF ( LAST STUD OF KNEE WALL I ,' KNEE WALL JOINING UP I 3) 0.162' x 3-12"NAILS JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO (2) 2. TOP PLATE TO MAIN HOUSE WALLS SHALL BE I 2 () 2x i2 SYP SEE PLAN �,P) MIN. (2)Zx FULL HEIGHT WALL I ATTACHED TO MIN. FOR BEAM SIZE STUDS W/(2)0.167z3-12" I (2) 2z FULL HEIGHT NAILS @ 12' O.C. I I WALL STUDS Wtl (2) 0.162' x 3-11T NAILS (2) 2x PLATE N4 SPF CONT. MIN. 2x4 SPF k2 KNEE WALL (2) 2x i2 SYP SEE PLAN 012" O.C. l (2)ZK SVPi2 TOP PLATE 2x SPFi2 CRIPPLE (LOCKING ATTACH TO WITH STUDS @ 16' O.C. W/ FOR BEAM SIZE 2x4 SPF i2 KNEE WALL � STUDS AS REQD. MAX 7 8" OSB W/(2) STRUCTURAL SHEATHING I WITH STUDS @ 16" 16" O.C. d(3) 1.131' z 2-12' NAILS ON BOTH SIDES FROM TOP I BUILDER FRAME OD. W/ STRUCTURAL I 0.148St3-1/4' TOE -NAILS '/16" OSB EACH SIDE, OF WALL TO BOTTOM OF RADIUS AS REQD SHEATHING ON BOTH WALL SHEATHING PER TOP & BOTTOM N/ 0.113' x 2 NAILS ® BEAM. ATTACHED PER I SIDES FROM TOP OF WALL SH FASTEN 8' O.G. TO SIDE &TOP NAILING SCHEDULE I WALL TO BOTTOM OF ) SHEATHING TO HEADER WITH RSRS-01 , JAILER OTHERIMSE SP2 CLIPS 1 _.I. BEAM. ATTACHED PER BUILDER FRAME RING FULL SHEET OF 1 x BUCKS, EACH STUD TO DOUBLE TOP NAILING SCHEDULE - "y ---.1 RADIUS AS REDD SHANK NAILS SHANK NAILS IN 3* GRID SHEATHING PLATE AND SP1 CLIPS EACH PATTERN & 3' O.C.IN _ I FROM BOTTOM OF ti STUD TO BOTTOM PLATE ALL FRAMING (STUDS AND SILLS) (TYP.) HEADER/LVL TO TOP OF TOP PLATE 111F0� KNEEWALL AT DOWNSET BEAM �NFO� KNEEWALL AT UPSET BEAM 2x STUDS AS REDD @ 16' SEE PLAN FOR HEADER OR LVL. AT GARAGE, 3/4"=1'-0' O.C. w/ (3) 0148" x 3-1/4' HEADER LVL REQD. TOE -NAILS TOP & TO BE FULL LENGTH OF 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 SIMPSON HGA10 @ 32- O.C. FRAME WALL 0.131'x 2-12' BOTTOM GARAGE NAILS @ 4' O.C. 0.131" 2-12' CONV. FRAME OR NAILS @ 4' O.G. NOTE: IF PANEL SPLICE VALLEY TRUSSES IS NEEDED IT SHALL MIN (4) 2x SPF i2 STUDS PER PLAN VALLEY TRUSS CONV, FRAME OR OCCUR WITHIN 24' OF @ EA. END w/ (2) SIMPSON VALLEY TRUSSES MID -HEIGHT. BLOCKING LSTA30 ON OPPOSITE PER PLAN IS NOT REQUIRED SIDE OF SHEATHING w/ EXT. SHEATHING, (22)0 1W z 3' NAILS EA, ATTACH PER NAILING SCHEDULE WALL SHEATHING PER CONT. PLYWOOD ROOF SHEATHING PER NAILING SCHEDULE OR OPT. 214 BLOCKING PERP. TO EA. VALLEY TRUSS NAILED TO TRUSS BELOW @ 24' O.C. W/ (2) 0.162"x 312" ' MAIN SPAN ROOF NAILS TYP. TRUSS ATTACH TRUSS TO UPLIFT CONNECTOR TRUSS BELOW USING (SEE SCHEDULE) (3) 0.162"x 3-12' NAILS MASONRY WALL 2x BLOCKING W/ (3))) SHOWN, SEE PLAN 0.148'x3-114' CONNECTON TO WALL FOR WOOD OR TOE -NAILED @ EA. END MASONRY CONNECTION TO TRUSS EO GABLE END AT VALLEY FRAMING CONNECTION 3/4'=I'-0" 2z4 BLOCKS, (2) 0.162x 112' NAILS @ EA END. NOTE' ALL GABLE BLOCK ADJ. BAYS @ EA DIAG. AB SHOWN. BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS W/ SYPi2 OR BETTER 0.131'x2-12'NAILS @ W O.C. (4) BAYS MIN (I BAY AFTER BRACE IS REQD) \ 12 12 MAX. (5) 0.148'v 3' \ NAILS DIAGONAL BRACE TO \ BLOCKING <;� PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. W(2)0.162'x312' 2zSSW NAILS. DIAGONAL _A BRACING, SPACED 0 48- O.C. BEGINNING V-T FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO3"T NO BRACE REQUIRED T3'<Hd 4'-10' (1)2x4 L43RACE 4'-10"<H*V-W (2) Zx4 L43RACE(SEE SECTION A -A) 6'4" < H612S STRONGBACK & DIAGONAL BRACE 0 MID4i IGHT HAW-(r STRONGBACK & (2) DIAGONAL BRACES 0113 AND 213 HEIGHT 2x4 LARACE IF REDD SEE CHART. 0.148'x 3' NAILS @6'DC. GABLE VERTICAL r- 2ND 2x4 L-BRACE IF - REDD, SEE CHART A -A GABLE VERTICAL L-BRACING GABLE END BRACING (140D or 150C) SEE GABLE CONNECTION DETAIL FOR REDD CONNECTIONS 2.4 ATTACHED TO EA GABLE 2.4 BRACE WITH (2) 0.148' x 3 NAILS (1)A23 FROM - STRONGBACKTO DIAGONAL BRACING 2.6 0.148"x 3' NAILS @ 8" O.C. WHERE OH ' 9, REFER TO GE31/SD2 HTT4ALL - READ .. ROD, IN MIN. EMBED AND MIN. EDGE DISTANCE USINSIN G SIMPSON SET EPDXY OftEOU OR ATTACH TO COLUMN USING (18) MAIN SPAN 0.162' x 212' NAILS ROOFTRUSS UPLIFT CONNECTOR FOUNDATION PER - (SEE SCHEDULE) PLAN; SEE MF70/S3 MASONRY WALL FOR CORNER BARS SHOWN, SEE PLAN FOR WOOD OR MASONRY WF10/SD3 W/0.131" x2-12" NAILS @ 3- O.C. IN ALL FRAMING (STUDS, BLOCKING, TOP PLATE, BOTTOM PLATE) - TYPICAL r 2%SVP i2 PT SILL PLATE; IF OVERALL DIM ALLOWS ATTACH w/ J-BOLTS/ EPDXY ANCHORS @ 32" AN O.0 PER BRG WALL SCHED. NO BOLTS w!n 12" OF BASE CONNECTION PORTAL FRAMING DETAIL 12'=1'HY 2z4 BLOCKS, 0.131'x 7 2x6 SYP $2 DIAGONAL NAILS @ EA. END. BRACING @ 48' O.C. BLOCK ADJ. BAYS 0 SHEATHING PER PLAN AS REQUIRED PER EA.DIAG. AS SHOWN. GABLE BRACING FASTEN ROOF CHART SHEATHING TO BLOCKS 9' MAX. PLYWOOD CANT_ OVER HANG w/0.131'x 2-12" NAILS SEE ELEVATION FOR OVER RANG SIZE GABLE BRACING I-) SEE CHART 66.O'C' WHERE O.H. IS> 9, t REFER TO GE31/SO2 MID HEIGHT OR 113RD HEIGHT STRONG BACK AS REQD PER GABLE BRACING CHART Y O A . GABLE END i SHEATHING O --• FASTEN PER C PLAN. � CONT. 2.4 (5) 0.131'x 3' NAILS NAILS BRACE TO BLOCKING I GABLE END PROVIDE 2x4 BRACE 0 SHEATHING FASTEN TO EA. ADJ. DIAG. t PER PLAN FASTEN TO DIAG.w/(2) 0.131 N 3' NAILS. SPLICE AS REDD 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 (t/-10'). NO DIAGONAL BRACE TYPICAL TRUSS TO REQUIRED FROM FRAME CONNECTION. THE TRUSS HEEL TO T SEE STANDARD THE HIP JACK GIRDER CONNECTOR NOTES INTERSECTION. WALL PER PLAN (FRAME WALL SHOWN; MAY ALSO BE PROVIDE 2x BLOCKING MASONRY) FOR NAILING PROVIDE BLOCKING BETWEEN TRUSS BAYS 2x4 SYPN2 BLOCKING @ 48' O.C. FOR FIRST 3 BETWEEN TRUSSES BAYS w/(2) 0.162'x 312" TOE -NAILS EA END STRONGBACKDETAIL EQ GABLE END @ FLAT CEILING W1 BOSTON HIP 3/4"=1'-0" I \ / 3/4"=l'-0' I \'_� W4"=1'A' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. go 001 C-4 ; a?O 1 Z F ujm OJ S LLI Z - =ao 40- X�F- 0'WO took S STRUCT: DP >< QC CHEa(: 0 CC w JO6 No. STAR-18410 1 SCALE: AS INDICATED DATE: 10/1823 =1 SD1 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'O" LONG. TVP. TOP SPLICE@ DDUBLE2x4TOP PLATE SIMPSON DTC, (2) ATTACH 2,4 STUDS TO TOP 0.131"x2-12'NAILS PLATE W/(3)0.148'x3-IW INTO BLOCKING, 141 TOE -NAILS TYPICAL AT ALL TRUSS PER PLAN 0.131' x 2-12' NAILS TO TOPLATE ATRJSSPER LOCATION BOTTOM SPLICE OVER - PLAN STUD PIPE OR DUCT WI (2) 0.148•x 3" NAILS 0 3" O.C. PENETRATION OF MORE WITHIN 48' OF SPLICE THEN THAN 50%OF TOP (2) ROWS 0.148•x 3' NAILS® PLATE WIDTH INSTALL 8. O.C. OTHERWISE SIMPSON PSPN516Z W (12) 0.162'x 3I2 NAILS TYP. TOP & BOT. ATTACH 2x4 STUDS A, (210.148.0- NAILS 0 3• TO TOP PLATE W -/r O.C. WITHIN 48" OF (3) 0.148"x -1W / SPLICE THEN (2) ROWS TOE -NAILS TYPICAL AT ALL LOCATIONS 0.148'x 3• NAILS 0 S' O.C. OTHERWISE 2X4 WALL BEYOND -� AGAINST 2z8 STUDS 9g• ATTACHED PER Miry (WFOWD2) ATTACH 2x8 STUDS TO TOP PLATE W/(4)0.148k 3-1/4" TOENAILS TYPICAL AT ALL LOCATION SYP BLOCKING, 0 TYPICAL TOP PLATE SPLICE @ BRG. WALL 6 24' O.C.W/ l2) 0.148' 0 3/4'-14T x 3-1/4' END NAILS 0 EACH END. SEE ROOF SHEATHING, WALL SHEATHING PER RAN NAIL PER PLAN PLAN DOUBLE TOP PLATE VA 2x WALL, SEE PLAN SIMPSON SP4 OR SP2 0 EACH STUD STD CONDITION @ FRAME WALL PRE -ENGINEER (4)0,148"x3•NAILS ROOFTRUSS- 0 EA BLOCKING TO FOR FRAMING PLAN FOR PLATE SPACING EXTERIOR SHEATHING TRUSS PER PLAN TRUSS PER PLAN SEE PUN FOR NAIL PER PLAN (2)0.148'x3'NAILS CONNECTION TO BOTTOM CHORD 2x BRG WALL, SEE ®EACH ENO OF PLAN FOR STUD SIZE & BLOCKING SPACING. MIN (2) 2x 2z4 SYP #2 FLAT UNDER GIRDER TRUSS (2) 0.148' x 3' NAILS TO BLOCKING, 0 24' O.C: U.N.O. BOTTOM CHORD W/ (2) 0.148' x 31/4' END ®EACH END OF NAILS 0 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 & PRE-ENG. ROOF TRUSS PER PLAN SPACING. MIN (2) 2x ALT. BLOCKING @FRAME CONDITION GIRDER TRUSS PLAN N U.N.O.DR CONNECTIONSEE VF0�6 WALL CLIP DETAIL (150 MPH EXP. C MAX) F� SECTION @ DOUBLE BEARING 2X CRIPPLES 0 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE WHEN STUD LENGTH IS <12•USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE 8 NAILED TO HEADER EA. SIDE WI (11) 0.148•x3•NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.148" x 31W NAILS STAGGERED 017 O.L. EA. FACE OR (3) ROWS 0.148' x 3-IW NAILS STAGGERED 012. O.C. FOR 2XIO OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REDID. IF W SHEATHING CANT BE INSTALLED PER WF70/SD4) FILLING AND SUKING AS REG•DWI (2) ROWS O0.148'x 31/4'0is- 0 C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WFC&SD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTORLEGEND SHEET DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2X4 ON TOP WALL OR PRE - ASSEMBLED WALL OF 2c8 TO PAD OUT TOP PANEL W/ (2) 0.148'x 3• PLATE. ATTACH W/ (2) NAILS 0 8' O.C. 0.148•x 3' NAILS 3. O.C. (FOLLOW NAILING (SOLID BLOCK W/2x6) REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) 9B• Miry TOP SPLICE - DOUBLE 2.8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 0.131"x 2-12" NAILS @ P O.C. 9' MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO GE31/SD2 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO GE02 FOR GABLE WEB BRACING INFORMATION SEE GE02 SOi VALLEY TRUSSES BEHIND FOR BLOCK GABLE (IF PRESENT), SHALL INFORMATION BE CONNECTED TO COMMON ROOF TRUSSES PER TRUSS SUPPLIERS SPECIFICATIONS. VALLEY GABLE TRUSS PER PLAN. GABLE SHEATHINGS tcmm�W/(2)0.162 NAILING PER PLAN. 2x6 SYP02 PLATE BEHIND VALLEY GABLE TRUSS. TO EA. COMMON ROOF TRUSS x3-12'NAILS0 SYP SYP COMMON 2P O.C. MAX. ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SYPI120R BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2)-CS20 STRAP W 0.148"x3" NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM COLUMN ABOVE TO FLOOR SYSTEM PER Z JACK STUDS. MIN, 9' END LENGTHS. (2)-2x BLOCKING PLAN, NOT SHOWN BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR THIS DETAIL FOR SYSTEM. CLARITY. PORTAL FRAME (2)-2x TOP PLATE PER PLAN. NAIL SHEATHING W/ (2} ROWS n,a, a,m ueu camnr NO TOP PI ATF SPI ICFS PFRMITTFn OVERLAP TOP PLATE ATCORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT SHEATHING TO HEADER W/0.131•x2-12• UP COLUMN BELOW WI NAILS AT 3 O.C. HORIZO14TALLV S. (2) 0.148'x 3'NAILS VERTICALLY AT PORTAL FRAME. TOP PLATE CORNER TRANSITION to s MIN (3}2z JACK & (1 )-2x KING STUD - 3.5• x 11.25" HEADER PER PLAN. (2)-LSTA36 OR (2)-CS20 STRAP W/ 0.148• x 3" - NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. 9' END LENGTH OVER JACK STUD. (2)-2x BLOCKING BETWEEN STRAPS AND HEADER (3)-2x JACK STUDS - MIN. 7/16• STRUCTURAL 1 SHEATHING, OR - 15/37 EXPOSURE 1 SHEATHING, BLOCKED OVERHANG: W TO MAX. 1P: ROOF SHEATHING CONTINUOUS FROM BOTTOM PLATE TO 2'-T OVERHANG NAILS TO SUB -FASCIA MID -HEIGHT OF FLOOR SYSTEM. SHEATH 8 BLOCKING 0 3' O.C. INTERIOR FACE OF WALL CONTINUOUS I SIMPSON HTT4 BASE CONNECTORS WI SE FROM BOTTOM PLATE TO TOP PLATE. NAIL ALL EDGES TO STUDS OR COLUMNS WI 0.162•z2.12' NAILS & 5r8' 0.131" x 2-12• NAILS 0 3' O.C. & 3" O.C. IN ROOF SHEATHING & NAILING THREADED ROD WI MIN. 17 THE FIELD. ER STRUCTURAL COVER 2x45VP. M2 SUB -FASCIA EMBED BELOW CURB TO @TES. SHEATHING SMALL E CONTINUOUS FROM END 2x4 SVP, 02 BLOCKING a 16° FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-1 /d' EDGE Z (21-2x BOTTOM PLATE. NAIL TO -_ F OVERHANG TO MIN. 74T O.C. w/(3}0.131'x3' DISTANCE FROM FACE OF SHEATHING W/(2)ROVJ50148'z3' ` EHIND GABLE TRUSS. TOE -NAILS EA. END CONCRETE CURB NAILS 0 3. O.C. ipppn�� �X.m. GABLE TRUSS PER PLAN (2)-2,, BOTTOM PLATE. NAIL TO ., (1) ANCHOR BOLT CENTER OF -� SHEAR WALL SEGMENT TIMENSIONED THIS ETAIL)SHALL BE INSTALLED CONTINUOUS & FREE FROM PLATE SPLICES U OR DISCONTINUOUS L FRAMING. g i SHEAR WALL 74S ,%�`,,�„1"'�', �� � 2 �`' � '�� ._________ i DRILL THROUGH a�•B~� @ I� HEADERS x FOR xl THREADED / RODS. �F j co MIN. (2 SEIGH FULL _ O e iY • HEIGHT KING xsxi ♦r_, sr. STUDS REQUIRED o �' + M Cf^ Z EACH HEADER END WITHIN - O e U ` SHEAR WALL S gg •`� N c8 Z. FASTENED PER w FASTENED F WFOBSD2. 6a � t .•••�� Y 0! 3-12• x 31 U ENGINEERED U i LUMBERJACK U COLUMNS. ONE Z w w W JACK COLUMN p ON EACH SIDE OF EACH m Q Q THREADED ROD. 4 O m A O 8' BELOW Z w fMIN. TOP OF WIRED W. SHEATHING W/(2) ROWS 0.148" x 3" _ ; SHEAR WALL TO FOUNDATION rL 1,4 SYP. 82 OUTLOOKER O 2r O.C. MAX NAILS 0 3- O.C. ,. PER DETAIL WF07A ON NOTES 8 DROPPED GABLE: >IO' TO YAX 7Yl' O.M.: ..; CONNECTOR LEGEND SHEET 2x4 SYP. 82 OUTLOOKER 0 19.7 OC MAX. . 3 0.131' x 3' TOE4AILS TOP OF SPREAD FOOTING • • - HMINEIGt2}}2X4 SVPp2 FULL () FOUNDATION PER PLAN. (BELOW GRADE) •.HEIGHT KING STUDS REQUIRED EACH HEADER ROOF TRUSSES ATTACHVALLEYGASLE 2'-0' OVERHANG Ai PER PLAN. TRUSS TO EA. TRUSS BELOW ROOF SHEATHING 8 2X4 SYP. IF2 SUB -FASCIA ROOF SHEATHING B NAILING W/(3)0.167'x III NAILS NAILING PER STRUCTURAL GABLE TRUSS TO PER PLAN. 2z BLOCKING W/(3)0.148"X 31W TOE -NAILS EA. END COVER NOTES. SHEATHING SHALL BE OUTLOOKER. CONTINUOUS FROM END DROPPED TOP CHORD �7F GABLE TRUSS PER PLAN GABLE R 74r BEHIND GABLE TRUSS. BEHIND E29a VALLEY GABLE CONNECTION - 150C MAX. E3 GABLE OVERHANGS UP TO 24" r=r4r r=r4r (2)ROWS 0AW x 31/4- NOTE& NAILS STAGGERED® 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 17 O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST Wl OF THE THICKNESS OF THE LAST LAMINATION (3) ROWS 0.148• x 31/4- 3) FOR SJ'LY, PROVIDE 1/4-DIA. x St? LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) NAILS STAGGERED 0 4)TOLERANCES: ALL DIMENSION TO BE HELD WITHIN-/_IW it O.C. FOR 2X10 OR 1• EDC'E 1-12' EDGE 2-12' EDGE GREATER HEADER 0.148' x 3' 1r LSTA30 HEADER TO w 2-1/2'I 2-1H' STUDS U.N.O. (ONLY REQT). IF WALL SHEATHING CANT BE 0.148• x 3' NAILS INSTALLED PER WFI CISD4) 0.148'x TOPP. SIDE Z i DOWNFRAMETO z I I u I I a I I DOOR U 0.11 x 3" NAILS 2X STUDS TYP. OPP. SIDE (2)2.4. (2) 2x6'a (2) 2x8's ATTACH JAMB STUDS PER WFWSD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET PT BASE PLATE STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS P.T BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SPd 0 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& CONNECTOR LEGEND SHEET. )PLIFT CAPACITY 0 HEADER TO STUD = 7000 I2•=1'4T 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDTT•L KINGS AS REDID. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property (2) 2x COLUMN W/ PLIES PER WFOB/SD2. 314• DIA. F1554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. 5/8" DIA. SIMPSON HIGH STRENGTH THREADED ROD MAYBE SUBSTITUTED. PROVIDE NUT & 7612'x1I PLATE WASHER ABOVE DOUBLE TOP PLATE. NUTS SHALL BE SNUG TIGHTENED - 23 TURN. COUPLERS WITH WITNESS HOLES ARE PERMITTED OF THE SAMESIZE AND GRADE AS THE 3-12' z III ENGINEERED THREADED ROD UTILIZED. EPDXY ANCHOR TO FOUNDATION MIN 8• BELOW TOP OF SPREAD FOOTING USING SIMPSON SET-XP EPDXY OR EQUN. SECTION A -A MFASTENED LUMBERJACK COLUEND COLUMNS. BUILDER ALTERNATIVELY USE A 3/4- DIX (OR SM- DIA. HIGH STRENGTH) ONE JACK COLUMN ON EACH SIDE OF EACH CAST-1WPLACE THREADED ROD W/ 3•x3"0.229" PLATE WASHER SANDWICHED THREADED ROD. BETWEEN TWO HEX NUTS. MIN W BELOW TOP OF SPREAD FOOTING SHEAR WALL DETAIL BETWEEN OPENINGS (2)2x BUILT-UPCOL. -� OUT (2) 2x4k EDGE DISTANCE PER DETAIL 0.148" x 3• NAILS pp I w O r A a u � p � I 0 i 0 0.148'x3"NAJLS i n I OPP. SIDE DISTANCE PER DETAIL INSIDE PLY NAILS NAN" AT r OAC STAGGERED. OUTSIDE MILLS NALED AT r OC. OUTSIDE 2x's (3+) 2x COLUMN 2x BLOCKING W/ (2) 0.14E-XIIW NAILS 0 EACH END - SIMPSON LSTA30 W/ - (22) 0.148-,3' NAILS (ALL CORNER a CONDITIONS STRAP AROUND TALLER STUD) m (2) 2x TOP PLATE (2) 2x TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO ATTACH 21 TO BUILT-UP WI(2) ROWS OF 0.748]HAL S STAGGE 0/S- O.C. 0"STEP @ BEARING FRAME WALL 3/4'=1'-0" VERTICALBLOCKINGB 2z4 SYP N2 RIBBON. RIBBONS ARE NOT NAILED TO EACH REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W/(3) 0.131'x3• NAILS. TO SPAN THE 2x4 SYP 82 VERTICAL OVERHANG DISTANCE, BLOCKING, NAILED TO OR IF THE DESIGN TRUSS OVERHANG W/ PLANS SPECIFY (3) 0.131'X3' NAILS. ANOTHER METHOD OF SUPPORT. REFER TO WIND gp®S1M Lpt MANUFACTURERS BLOCKING 0 EVERY SPECIFICATIONS & OTHER TRUSS (48. O.C. DESIGN PLANS. MAX) NAILING SCHEDULEOR STRUCTURAL SHEATHING MULTIPLE VERTICALS& G ��SP®S170 MP% (2) 0.162•x 312' NAILS OPT. 2x4 BLOCKING ATTACHED PER NAILING SCHEDULE RIBBONS REQUIRED IF �M1A BLOCKING 0 EVERY TO EA COMMON PERP. TO EA. VALLEY OVERHANG EXCEEDS 24' OY Ffx'" TRUSS (24' O.C. MAX) TRUSS TRUSS NAILED TO CORNICE TRUSS BRG. & TRUSS BELOW 0 24- 2x4 A2 SYP CONT. LEDGER OR CONNECTIONS PER GABLE TRUSS TO TOP O.C. W/ (2) 0.162Y 312• TRUSS CHORDS. NAIL TO WALL PER PLAN PLATE W/SIMPSON NAILS TYP. FRAMING MEMBERS W/ (2) DESIGN HGA10048.O.C. MAIN SPAN 0.148'x 3-1/4' NAILS 02C O.C. MAX. PLANS : SOFFITS & OVERHANGS ROOF TRUSS ATTACH TRUSS TO MAIN SPAN ROOF TRUSS IF MASONRY USE (2)1/4- TAPCONS `c PER DESIGN PLANS. TRUSS BELOW USING UPLIFT CONNECTOR OR EQUAL 024. O.C. W/ MIN. 1-1M• . 5 FASTENSOFFITTO DOUBLE TOP PLATE UPLIFT CONNECTOR (3) 0.162•x 312' NAILS �(Z MAX it MAX. I PER PLAN (SEE SCHEDULE) 2. BLOCKING W/ (3) (SEE SCHEDULE) EMBEDMENT. MAINTAIN 4' END CORNICE, EXTERIOR DISTANCE b 1' EDGE DISTANCE SOFFIT OVERHANG WALL AND RIBBONS EXTERIOR BEARING 0.148'z 31/4' DOUBLE TOP PLATE LENGTH PER PLAN PER DESIGN PLANS OR WALL PER PLAN TOEl4A1LED 0 EA. END PER PLAN TRUSS OR ROOF RAFTER MANUFACTURERS CONNECTION TO WALL CONNECTION TO TRUSS EXTERIOR BEARING WOOD/MASONRY WALL WRITTEN WALL PER PLAN OR TRUSS, SEE PLAN SPECIFICATIONS. C�5 GABLE END AT VALLEY FRAMING CONNECTION /fDO FO LEDGER @ LOW ROOF 4 SOFFIT SUPPORT FOR OVERHANGS > 12" 3/4'=7'-O' 3/4-zi, (r 1'=1'-0' )f MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. TYPICAL BUILT-UP STUD COLUMN DETAIL 1 12"=1'47 0.131'x 2-11 SEE GE01 FOR NAILS 0 4- O.C. 0.131'x 2-10 OUTLOOKER OR CONV. FRAME OR NAILS 0 4.O.C. SHEATHING VALLEY TRUSSES CANTILEVER FPER PLAN VALLEY TRUSS CONY. FRAME OR VALLEY TRUSSES PER PLAN EXT. SHEATHING; GABLE TRUSS ATTACH PER NAILING SCHEDULE EXT. SHEATHING; ATTACH PER CONT. PLYWOOD ROOF NAILING SCHED SHEATHING PER (J W Z f m OJ = Q Z t-a3 LLu �WZ o �JaN a rnm� 51STRUCTURALE- TH STRUCT: DP OC CHECK CC O w JJB No. STAR-16110 i SCALE: AS INDICATED wDATE: 1a1623 SD2 1 2x4 SVP #2 BLOCKING 0 48- O.C. MAX. W (3) TRUSSES AT 24' O.C. o148k3.1/4' TOENAILS ROOF SHEATHING PER TYP. NON -LOAD OV SL. �.t ,.?, ROOF BREATHING, FASTEN PER PLAN EA END. REDUCE SPACING TO 24" O.C. -I -"- PLAN ATTACH PER NAILING SCHEDULE BEARING WALL PER SIMPSON DTC @ 48' 'yGT N WALLS CARRYING PLAN. STUDS 0 24' MAX. O.C. ATTACH W/ (8) i9 Op S LOADS SUCH AS . _' O.C. STUD 0.131 k 2-10 NAILS OH SOFFIT, ATTACHMENT, CABINETS OR HEAVY SPACING TO (MAX VERTICAL & REINFORCEMENT SHELVING W REDUCED DOWN TO W GAP BETWEEN 17 ET - PER ARCHITECTURAL SIMPSON DTC ®EACH -.;. - 16" O.C. MAX. @ LONG BLOCK& TRUSTLOCATIONS CARRYING BOTTOM CHORD/ ' DESIGN PLANS. HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING.) LOCATION. ATTACH W/ ^^ram ... ^- CABINETS OR HEAVY REDUCE DTC SPACING CORNICE PER (6) 0.131'x2-1? NAILS ,.�., SHELVING. T02/' O.C. FOR 2x SCAB W 0.148"x 3' ARCHITECTURAL (MAX } VERTICAL GAP WALLS CARRYING NAILS ®4' O.C. DESIGN PLANS. BETWEEN 12"LONG HOLD TOP OF LOADS SUCH AS PER {NG TRUSSES - - BLOCK 8 TRUSS NON LOAD BEARING CABINETS OR HEAVY PER PLAN BOTTOM CHORD/ WALL DOWN 1-12 SHELVING TRUSS BLOCKING.) BELOW BOTTOM OF TRUSS CONNECTION C 2x BLOCKING x 17 TRUSS BOTTOM 2x BLOCKING z 17 LO PER PLAN LONG HORIZONTAL CHORD. 2x TRUSS LOCATION 2x FRAME WALLPER BLOCKING LOCATION FOR CUP FOR CLIP ATTACHMEI @ 48- O.C. ATTACH TO PLAN ATTACHMENT. ATTACH WALL SINGLE TOP BEE ELEV. FOR TO WALL SINGLE TOP PLATE W / MIN. (4) O.H. BIZE PLATE W /MIN. (4) 0.131k 2-1? NAILS. CONDITION @ FRAME WALL 0.131'x 2-1?NAILS. SINGLE 1, TOP PLATE SINGLE 2x TOP PLATE TYPICAL SCAB OVERHANG / I�F2� NON -BEARING WALL (PARALLEL TRUSS) 2x4 92 SYP CONT. WSHEATHING CONT. TO 2x4 BLOCKING WI (2) SHEATHE ROOF PRIOR (2) 0.148'X3.1/4" NAILS 2M STORY WALL 0.162k3-1? NAILS 0 TO OVER FRAMING. @ EACH STUD BOTTOM PLATE EA END. BLOCK 2x4 STUDS @ 16" O.C. ATTACH PER NAILING ADJACENT BAYS @ 1? GYP. BOARD SCHEDULE EACH DIAGONAL SIMPSON H10A BRACE AS SHOWN. FASTEN ROOF 2.6 COLLAR TIE HALF WAY EACH DIAGONAL SHEATHING TO Zx UP HEIGHT OF VALLEY. I BRACE BLOCKING W# FASTEN w/ (5) 0.148" x 3' 0 I CS78 EASTUD ABOVE 0.131 k2-i? NAILS @ NAILS @ EACH END (TYP.) O I TO STUD BELOW 1M 6" O.C. I 11" END LENGTHS d (5) 0.167x3-1? NAILS 2z6 RAFTER TO 208 RIDGE I I (18) 0.131'x2-1? NAILS DIAGONAL BRACE TO BOARD W/A35 ON ONE SIDE OF RAFTER. ATTACH P35 ON 2x BOTTOM PLATE, BLOCKING PROVIDE 2.4 SVP #2 ADJ RAFTER TO OPP SIDE I ATTACH TO DOUBLE CONT. BRACE W/ (2) (AS SHOWN) I TOP PLATE W/(2) 0.167x3-1? NAILS 1/4k4-1? SDS EACH DIAGONAL SCREWS 0 17 O.C., STAGGER ROWS6 BRACE. FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING PER L 2x BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1-1/4" TRUSSES PER PLAN (THICKNESS PLAN) TO PRE-ENG TRUSS A J� WITH ROOF LOAD MIN.) BELOW W/ 1/4k4-1? REFER TO BEARING 2x LEDGER TO UPPER 2X4 SYP #2 DIAGONAL SIMPSON SDS SCREWS 2X6 2X8 RIDGE BOARD WALL SCHEDULE FOR FLOOR WALL W/ BRACE @ 48" O.C. MAX. PLATE TO TOP CHORD OF FASTEN CONY.2z VALLEY RAFTER STUD BASE 1Nk3-i? SIMPSON SDS SCREW @ 1s- O.C. 45" FROM HORIZONTAL BRACE EACH TRUSS BELOW 2x6's 24" FRAMING (OR PRE-ENG VALLEY TRUSSES) CONNECTION & NOT REQUIRED O.C. &WX. TO 2x PLATE WITH SIMPSON MTS12 0R BOTTOM PLATE (2) 2.4 TOP PLATE 6'FROM EAVES. LSTAI 2 CONNECTORS ((5) 0.131"x2-10 ANCHORS FO FIELD FRAMED VALLEY DETAIL NAILS) 0 EA. RAFTER TO PLATE CONN. (A/C1 i BRACING @ 2 STORY FRAME WALL EXTERIOR WALLSHEATHING PER DETAIL WFI0/ SD4 3/4' FLOOR SHEATHING ATTACHED PER 2. BOTTOM PLATE PER PLAN. ALL BROW FRAMING FLOOR NAILING NOTES (2)- o131' x 3' NAILS; 2x BOTTOM PLATE TO EACH JOIST SHALL BE MIN. 2X4 SYP Lv (AT 24" O.C. MAX). 02. OR P.T. IF IN CONTACT WITH 0.131" x 3• NAILS @ 4' O.C. & 7 FROM ENDS AND SPLICES; LEDGER MASONRY & SPACED 2x BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM CONNECTION PER NOT MORE THAN 24. OX MIN. 1-1/8" THICK OSB RIM BOARD. ATTACH TO BOARD. BELOW, SLOPE CUT ROOF SHEATHING EACH JOIST FLANGE W/(1}0.131' x 2-1? NAIL AS REQUIRED AND NAILING PER HGA10, CENTERED BETWEEN EA. FLOOR JOIST, - SPLICE EXTERIOR WAIL SHEATHING AT CENTER OF RIM �. f BOARD. (2)-ROW50.131' x 2-1? NAILS 3" O.C. ABOVE SEE PLAN FOR P� PRE ENGINEERED AND SPACED NO MORE THAN 24' O.C. SCREW W/ AND BELOW SPLICE. REFER TO DETAIL WF10/SO4 FOR WALL TYPE AND MIN. 2X4 SUB FASCIA SLOPE CUT AS TRUSSES 24' O.C. MAX. PER PLAN (3}1/4' x 3" SDS SCREWS TO 2x PLATE-BLOCKNG 8 (4}1/4-x 1ArZ SDS SCREWS TO RIM BOARD. 1"\ `j ADDITIONAL INFORMATION. SPECIFICATIONS REQUIRED. 12 cER PUw SEE ARCHS FOR ROOF PLATE�8L000NG: 1 FASCIA PER DESIGN " PLANS WATERPROOFING AND FINISH MIN, 2x4 SVP#2 PLATE -BLOCKING INSTALLED TIGHT . BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, FASTEN EACH SEE DESIGN PLANS FOR ADDITIONAL INFORMATION TRUSS ANCHOR (SEE BETWEEN EA FLOOR JOIST. NAILED TO DOUBLE TOP INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MEMBER, EACH NOT SHOWN THIS DETAIL PLAN) PLATE W/0.131"x 3' NAILS @ 6" O.C. & 7 FROM EA. END. MATCHING SIZE AND SPECIES OF COLUMN ABOVE. END, V,# (3) CA48k3" 0.131' x 3• NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 6' ROOF SHEATHING TOENAILS MAIL, I MIN. (5) 0.148'x3' NAILS ATTACHED PER O.C. & 7 FROM EA. END. & EA.SPLICE. LEDGER TO WALL CONNECTION AT EACH N4STALLED LEDGER MEMBER NAILING SCHEDULE CMV• (2)2X TOP PLATE O.H. IJOIST PER PLAN. DOUBLE Zx TOP PLATE PER PLAN. MIN. (2)1/4- TAPCONS W/ 1-1/4- EMBEDMENT INTO CMU @ 16- O.C., 1' EDGE & PER ELEV. (4)-0.131"x 3" TOENAILS EA. IJOIST TO DOUBLE ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6): d' ENO DISTANCE FRAME: (2) 2x HEADER SEE 2z #2 SPF STUDS @ 1S- 2x TOP PLATE. IJOISTS PER PLAN, BEARING ON / V., = ISO MPH, EXP. C MIN.ANCE.' SDS SCREWS I EMBEDMENT IS -WI O.C., EDGE & 4" END PLAN FOR MORE INFO O.C. w/EXT. SHEATHING DOUBLE 2x TOP PLATE. - MAX. IN -PLANE SHEAR: 335 PLF O DE G R DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WAIL IF & CONNECTIONS FROM TOP OF WALL TO BOTTOM OF TRUSS/ MAX. UPLIFT: 848 PLF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS GIRDER. ATTACH PER NAILING SCHEDULE r••v�'V' , u , FLOOR -TO -FLOOR CONNECTION (PERPENDICULAR I -JOISTS) D2 BROW FRAM ING DETAIL MAX. V-0" O.H. X 1 12"=V-W WFlM-. IF WALL 1 12'=1'-0" WINDOW SEE PLAN FOR LOCATION SHEATHING ISNT CONT. LSTA18 STRAPS ARE RIR D FROM STUDS TO FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST / EXTERIOR WALL SHEATHING PER DETAIL WF10/ SD4 2x BLOCKING w/ (2) 0.148' GIRDER BELOW 16' FROM THE EXTERIOR STUD FACE.... ?x BOTTOM PLATE PER PLAN. x3-1 /4'TOENAILS EACH IF TRUSSES ARE ADD f MIN. 1'3' SIDE IF WALL SHEATHING PARALLEL TO WALL, 2x4 BOTHERWISE, BETWEEN THE NEXT FLOOR JOIST, SPACEEED FLOOR (2}0A 31' X 3" NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT IS STOPPED BELOW ROOF LINE #2 SVP CONT. WI(2) @ 24. O.C. MAX, W/(2}0.131'x 3'TOE-NAILS TO TOP 8 BOTTOM CHORDS EA. END. 3/4" FLOOR SHEATHING PER 24"O.C. MAX). 0.148'x 3-1/4^NAILS AT (6).0.131"x 2.1? NAILS: FLOOR FLOOR FRAMING NOTES. 0.131^X3"NAILS a r O.C.& 7FROM ENDS AND SPLICES; 2x BASE PLATE W/0.148" EACH STUD SHEATHING TO EA. PIECE OF rV1 2x BOTTOM PLATE TO RIM BOARD, CENTER NAILS ON RIM z 3-114' @ 24' O.C. TO FLOOR SYSTEM BELOW ROOF SHEATHING ATTACHED PER FLOOR -BLOCKING. I / BOARD. PLYWOOD FLOORING NAILING SCHEDULE FlAOR4MAG1y/a[ i � MIN. 1-1/8' THICK OSS RIM BOARD. NAIL TO FLOOR -BLOCKING SEE FLOOR FRAMING I418' O.S.B. RIM BOARD OR HOIST W/ (1 .0.131- X 2-12' NAIL TOP &BOTTOM. PLAN F R MORE INFO FLOORbLOCKING SPACED @ 24' O.0 MAX MATCHING FLOOR DEPTH. NAIL 1xx` `�x� SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM l FLOM-BLOCKING TO TOP & BOTTOM CHORD .� BOARD. (2)- ROWS 0.131"X 2-1? NAILS @ T O.G. ABOVE I \ OF JOIST W/ (2).0.131" x 3' TOENAILS. AND BELOW SPLICE. REFER TO DETAIL WFI Or SDFOR SEE PLAN FOR FLOOR l HG41R CENTERED BETWEEN EA. PIECE \ r ADDITIONAL INFORMATION. SYSTEM DIRECTION & MORE INFO I \ E FLOOR, SPACED NO MORE THAN 11 IWW BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER L --- - -- SCR 3' SDS SCREWS SCOCKING 3 2, (3) i RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS. _ _ _ _ _ _ SCREWS 2z PLATE -BLOCKING 8 (1} 1/4^ z 1-1? SDS SCREWS PLATE-BLOCKING4)- I W SDS INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM FLOOR EAM SEE TO RIM BOARD. ., MATCHING SIZE AND SPECIES OF COLUMN ABOVE. PLAN FOR CONNECTION FLOOR JOIST OR PER PLAN. , 0.131' X W NAILS: RIM BOARD TO 2x PLATESLOCKING @ T TRUSSES ARE PERP. SEE TRUSS LAYOUT (a o131" X 3' TOE -NAILS EA. PIECE OF O.C. & 7 FROM EA. END. B EA. SPLICE. T T O WALL. INSTALL 2x4 BLOCKING FOR TRUSS LOCATION FLOOR -BLOCKING TO DOUBLE 2x TOP PLATE. DOUBLE 21 TOP PLATE PER PLAN. W/ (2) 0.148' x 3-1/4" TOENAILS EA & CONNECTION INFO ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6): ENO AND (2)0.148'z31/4' NAILS MIN. 2x4 SYP82 PLATE -BLOCKING INSTALLED TIGHT BETWEEN / VvLr=150 MPH, EXP.0 TO EA. STUD. EA. PIECE OF FLOOR -BLOCKING. NAILED TO DOUBLE TOP PLATE MAX. IN -PLANE SHEAR: 335 PLF W/ 0.131' x 3' NAILS @ 6' O.C. & 7 FROM EA. END. MAX. UPLIFT: 648 PLF 2x RAFTERS SEE - SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION SIMPSON LSTA18 IF USED IN LIEU OF COLLAR TIE MIN. 2x8 SYP #2QPREENGI'NEERREI FNTIONAL FRAME USE SIMPSON LEDGER FOR)0.148k3" NAILS OR FOR CONVENTIONALERRED TRUSS USE SIMPSON FRAMEANDMIN2x6G(8)-1/4k 1-1?SOS SCREWS Z SVP #2 FOR g PRE-ENGINEEREDSHEATHING PER PLAN TRUSS. ATTACH TOMIN. 216 SYP #2 U STUDS W/(2)1/4"x IRAFTERS OR 2X4 SYP g 4-i? SIMPSON SDS112 PRE-ENGINEERED ] TYP. NON -LOAD SCREWS @ 16, O.C.ROOF TRUSSES 0 MAX.; TO GABLE END24'O.C. MAX. BEARING WALL PER STUDS W/(2)(5) 0.148k3' NAILS FOR PLAN. STUDS D 21' 1/4•x3-12'SIMPSONCONV. FRAMED O.C. MAX. STUD SDS SCREWS 16'MEMBERS ONLY ySPACING TO BE O.C. MAX.; TO %%Ilifil /REDUCED DOWN TO PERIs-O.C. MAX@ MASONRY W/as P.T.COMMUNITY w0 LOCATIONS CARRYING SYP#2 LEDGER W/(2) SPECS LOADS SUCH AS 1/4' x 3.1/4' TAPCONS CABINETS OR HEAVY @ 12" O.C. 4'-0" MAX. bx4 SYP #2 OR SHELVING. RE -ENGINEERED ROOF g + 110 SIMPSON LUS24 W# TRUSSES DESIGNED Ld n EXT.WALL/TRUSS (6)0.148k1-1?NAILS FOR SHINGLE ONLY �� a:N e•V 00 �� 2 2X4 SYP #2 LEDGER. ATTACH TO STUDS OR HOLD TOP Of BEAM WN (2)1/4' X F1? SIMPSON SDS SCREWS i '+ 0 i NON -LOAD BEARING @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) '-mil 01 WALL DOWN 1-12' 1/4" z 31? SIMPSON SDS SCREWS @ le' O.0 [ k < BELOW BOTTOM OF MAX.; TO MASONRY lW 2x4 P.T. SYP #2 LEDGER TRUSS BOTTOM CHORD. W/1/4"x3-1/4"TAPCONSC 12"O.C. O DO TYPICAL SHED ROOF DETAIL f J ��� �0 o �! NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR I CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. PLYWOOD CRICKET ROOF SHEATHING & NAILING PER ROOF m p 7 RAKE W/ FLASHING DOWN TO ROOF BELOW & FACIA OVER TOP (2) LAYERS OF 1' THICK GYP. SHAFT LINER PANELS, UP TO UNDER SIDE OF SHEATHING NO SIDING UNDER FACIA IN THIS AREA, JUST EXPOSED FLASHING CRICKET DETAIL 3/4'=V.0` LONG SPAN AS INDICATED ON BEAM SCHEDULE, IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLVS AND NAIL AS SHOWN (5)0.148•X3-1/4' NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) SEE FOUNDATION PLAN SS" THREADED ROD w/ FOR ADDITIONAL INFO NUT SET IN ADHESIVE \ .e. l \ 11.E / SIDE VIEW @BASE OF POST "' 1 CORNER COLUMN FRAMING 2. COLLAR TIE (MATCH TO RAFTER SIZE) LOCATED IN UPPER 3RD OF ATTIC SPACE. ATTACHED TO RAFTER W/ (4)0.131"x 3' NAILS. NOTE: SIMPSON LSTA18 CENTERED AT ROOF PEAK WRAPPED OVER RAFTERS e FASTEN W/ (7) 0.148' x 2-1? NAILS TO EA. RAFTER CEILING JOIST LOCATED AT THE BOTTOM OF THE ATTIC SPACE. SEE SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION TYPICAL CONNECTION @ GIRDER OR BEAM ( S2 FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) F2 CONVENTIONAL DORMER RAFTERS 3/4'=1'-W 1 10=1,T 1"=1'J0* 3W=1'3 (Ceiling Atmched to Rafters) Live Load = 20ps1 Dead Lead = 2)psf, Uaw= 240, Flexbb Finish (inolWino G-in board) SYP#2 RAFTER SPANS SPACING (in.) 2X4 (ft-in.) 2x6 (ft-In) 2X8 (ft-in.) 200 (ft-in.) 202 (fttin.) 12 " 13-6 17-1 20-3 23-10 16 7A 11-8 14-1 17-6 2D41 19.2 7-1 10S 138 1" 18-10 24 SA 96 12-1 14A 16-10 NOTES: 1) Span ahall be measured along the lion-tal PioiacEon of the rafter. 2) Rafteroverhangsshallno[exceedlMba'er ofl(Jof Ina rafter span or 2 feet CEILING JOIST SPANS SCHEDULE (Uninhabitable Attica Without Storage) Live Load = 1Op" L Dead Load = 5pd. Ut4 = 240. Flexble Finish line d- G-boardl SYP#2 CEILING JOIST SPANS SPACING (in.) 2.4 (ft4ri,) 26 (ft-in.) 2x8 (fttin.) 2.10 (ft-in.) 12 11-10 18-8 24-7 20-6 16 10-9 16-11 1 21-7 25-1 192 10-2 15-7 19S 23G 24 93 13-11 1 17-7 26-11 ' NOTES. 1x\ ROOF TRUSSES PER PLAN. U.N.O. ON FRAMING PLAN: (2}6" w SIMPSON SDWC75800 SCREWS EA TRUSS TO TOP PLATE. REFER TO F ¢w¢ � DETAIL 5/SDWC. y s1 FUO D 1 PI� j MINA ?GYPSUM i1 OVERHANG & CORNICE PER DESIGN Z WALLBOARD CEILING PER PLANS. p i FBC-R7U2.3. 2z SYP*2 SUBFASCIAW/(3}0.131'. 0 Z F- CEILING IS NOT if 3• END NAILS TO EA TRUSS (U.N.O.) W _ DESIGNED AS DIAPHRAGM. z DOUBLE 2, TOP PLATE. REFER TO DETAIL i a; U VVF07/SD2. (3)- 0.131• x 3' TOE OR END NAILS, p = to EA STUD TO TOP PLATE. < W LU (1)-6- SIMPSON SDWC158M SCREW, t O INSTALLED TO THE INTERIOR NARROW FACE 10 PER 13/SDWC; EA. STUD TO TOP PLATE. Z. EXT. WALL SHEATHING PER DETAIL WF10/ SD4 00 U Z p MID -HEIGHT 2x BLOCKING, MATCHING SIZE & > < W SPECIES OF STUDS. NAILED BETWEEN STUDS Z W/(3}0.131'x3'TOEOR END NAILS. W z / Zx STUDS, SPECIES AND SPACING PER t pC tali FRAMING PLAN_ SIZE PER DESIGN PLANS. o N J LL o O MIN. 12' GYPSUM WALLBOARD PER z0 z FBCR702.3. 2 Q Z ? 0 Oa {�j? = 3/4' FLOOR SHEATHING PER FLOOR W 7 p FRAMING NOTES. uj � Q l<J (3)-0.131" x 3• TOE OR END NAILS; EA. STUD rc rc J F TO BOTTOM PLATE. r ur Q FLOOR TRUSSES OR JOISTS PER - FRAMING PLAN. LL REFER TO DETAILS WS20 AND z iz w w Z C ,� oQ 11x\ DRAFTSTOPPING W521 ON THIS SHEET FOR O 11 V FLOOR CONNECTION F_ w W WHERE -TO -FLOOR Q O I INFORMATION_ U F' //�� O 1 REQUIRED PER 11 O m WW LJ U' y FBCR 302.12 FLCF � ll.l w = DOUBLE 2x TOP PLATE. REFER TO DETAIL j WF07/SD2. (3} 0.131" x 3" TOE OR END NAILS, EA. STUD TO TOP PLATE. i MIN. UZ` GYPSUM WALLBOARD CEILING PER y FBCR302.13. EXCEPT WHERE 5/8" TYPE X U w GYPSUM WALLBOARD IS REQUIRED PER < w FBCR302.6. CEILING IS NOT DESIGNED AS A z DIAPHRAGM. Q w w EXT. WALL SHEATHING PER DETAIL WF101 SD4 u r 4 + 01 s� MID 21 BLOCKING, MATCHING SIZE & i.7aQ "� -HEIGHT SPECIES OF STUDS. NAILED BETWEEN STUDS o .0W W/(3}0.131" 11 3'TOE OR END NAILS. j y J F U)50 oaI °o LILI to J / 5P 2. STUDS, SPECIES AND SPACING PER O 0 Q y FRAMING PLAN. SIZE PER DESIGN PLANS. r JO = W Z - MIN. i? GYPSUM WALLBOARD PER Z w = yas Q FBCR7023. (F - i�U J z 0 tX y (2i? SIMPSON SDWC1545D SCREWS, < }4- Q J INSTALLED PER DETAIL 10/ SDWC; EA. STUD TO 1nz o 0 F a`y BOTTOM PLATE. w O (3)-0.131' x 3' TOE OR END NAILS; EA. STUD TO w BOTTOM PLATE. w E 1, P.T. BOTTOM PLATE, o o BTRUCTVRALEr10: TH m z ATTACHED TO oi FOUNDATION PER - DE TAIL WF07A/ NOTES----Bj� FU STRUOi: DP oC CC & CONNECTOR LEGENDS rc SHEET U.N.O. JOB No. STAR-tBatD FOUNDATION PER PLAN_ y w SGLE: AS INDICATED ASSEMBLY ALLOWABLE CAPACITIES (LDF=1.6): w r MAX. IN -PLANE SHEAR: 192 PLF Z J DATE: MW3 MAX. UPLIFT: 442 PLF p U SO TYPICAL TWO STORY EXTERIOR WALL -I JOIST w " o ^ D rc z i O vti{J COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is Strictly prohibited. WINDOW JACK STUD COLUMN PER PLAN. MIN. " --- (2} 2z SVPB2 STUDS EACH. NARROW =- =- (1)- W SIMPSON SDWC SCR!SLZE (1} S' SIMPSON SDWC SCREW INTO NARROW FACE OF EACH STUD (SIMILARAIL FACE OF EACH STUD (SIMILAR TO DETAIL 13/SDWC) (TWO SCREWS TOT t'SDWC)(TWO SCREWS TOTAL). HOLD CRIPPLE STUD BELOWTE SHORT TO ALLOW PROPER INSTALLF SDWF 1' MAX. i' MAX. SCREWSCREW. NAIL TO JACK STUD(4}0.131" . NAILS. / FLOOR SYSTEM PER PLAN. I r. / (3}SIMPSON SDWF2724TUW SCREWS: ONE ON 1 ��t EACH SIDE OF COLUMN WI/ MAX. 1" FROM EDGE OF WASHER TO COLUMN, AND ONE CENTERED SQUAB N BLOCKING WITHIN FSTEM MATCHING SIZE & SPECIES OMN ABOVE. BETWEEN COLUMNS. TOP OF PLATE i PER PLAN DOUBLE 2x TOP PLATE PER P i i I MIN. (2)- 2< SYPI2 STUDS MATCE OF ; (2} 8' SIMPSON SDWC SCREWS IWO NARROW COLUMN ABOVE, CENTERED BELOW JACK STUD FACE OF STUD COLUMNS (SIMILAR TO DETAIL COLUMN. . ` 13/SDWC)(4 SCREWS TOTAL. UPLIFT CONN. CAPACITIES: ("SOWC15 - 90pN/COLN. SOW F2724s: 1416M/COLN. ZDD COLUMN TO HEADER CONNECTION ACROSS FLOOR 1'=l'-0" COLUMN, OR JACK & KING STUDS PER PLAN. (1} 4112" SIMPSON SDWC SCREW INTO NARROW MIN. (4)-2x STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO (2). 41? SIMPSON SOWC SCREWS. INTO WADE DETAIL IWSDWC) (TWO SCREWS TOTAL) FACE (PER DETAIL IO/SDVA1) `m�(2). 41? SIMPSON SOWC SCREWS INTO WADE 1" MAX. FACE (PER DETAIL 10/SDWO) FLOOR SYSTEM PER PLAN. 1 / (2)- SIMPSON SDWF2724TUW SCREWS EACH `( SIDE OF COLUMN W// MAX. I- FROM EDGE OF SQUASH BLOCKING WITHIN FLOOR SYSTEM / `11 WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE A PER PLAN DOUBLE 2. TOP PLATE PER PLAN. (1)-T SIMPSON SDWC SCREW INTO WIDE FACE (i)-6" SIMPSON SDWC SCREW INTO WIDE FACE (PER DETAIL 10'SDWC) OR NARROW FACE (PER ` (PER DETAIL IWSDWC) OR NARROW FACE (PER DETAIL 13SOWC). L= DETAIL 13/SDWC). COLUMN PER PLAN, ALIGNED WITH COLUMN (1). 6- SIMPSON SDWC SCREW INTO NARROW ABOVE. MIN. (4)- 2x STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (2 SCREWS TOTAL). FT CONN CAPACITIES: ISO COLUMN TO COLUMN CONNECTION ACROSS FLOOR L(4) DWC15600:DW015450: 1970k DVVF2724: 2832I 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN. 15(3Y EXPOSURE 1 OR 7116' 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. 1/8• MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END JOINTS. 1/8" MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTION: 1? GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1-10W THICK WOOD STRUCTURAL PANEL (O.S.B.) RIM BOARD. 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEATHING PANEL SHALL BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE FASTENERS AROUND THE PERIMETER OF SHEATHING ARE OVERDRIVEN, CONTACT THE E.O.R. FOR ADDITIONAL REVIEW AND EVALUATION. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR-101C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTIONS ARE REQUIRED WHEN SPECIFIED ON FRAMING PLANS) AND/OR FRAMING DETAILS. DOUBLE TOP EXTERIOR WALL SHEATHING SHALL EXTEND PLATE PER PLI�NA TO THE TOP OF THE DOUBLE TOP PLATE. NAIL EXT. WALL SHEATHING TO DOUBLE TOP PLATE W/ (2} ROWS 0,131"x 2-1? 3' O.0 NAILS @ 3- O.C. STAGGERED 1-117' L- EXTERIOR WALL SHEATHING TYP. NAILING AT DOUBLE TOP PLATE 1-i?=rdr COLUMN, OR JACK & KING STUDS PER PLAN. UPSET HEADER (1)-41? SIMPSON SDWC SCREW INTO NARROW MIN. (4} 2x STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (TWO SCREWS TOTAL) (2)- 41? SIMPSON SOWC SCREWS INTO WIDE •l rt1T� (2)-41? SIMPSON SDWC SCREWS INTO WADE FACE (PER DETAIL 10/SDWC) FACE (PER DETAIL /0/SDWC) FLOOR SYSTEM PER PLAN. / 1`C 1 (2)- SIMPSON SDWF2724TUW SCREWS EACH COLUMN SIDE OF CON W// MAX. 1' FROM EDGE OF SOU ASH BLOCKING WITHIN FLOOR SYSTEM ` / `1 WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN A80VE. /STOP OF PLATE I // ZA YPER P AN DOUBLE 2z TOP PLATE PER PLAN. I i I HEADER PER PLAN. 11 SIMPSON R (SIM SCREWS INTO INTERIOR FACE OF HEADER (SIMILAR TO DETAIL FA E OFHEADER 1 1? O.C. 1 &SDWC), SPACED AT 1-112- O.C. 8 CENTERED ` TYP. ` UNDER COLUMN ABOVE. COLUMN, OR JACK& KING STUDS PER PLAN. DOWNSET HEADER , MIN. (4} 2x STUDS. (1}41? SIMPSON SDWC SCREW TO (SIMILAR INTO NARROWFACE OF EACH INTERIOR STUD (2).41? SIMPSON SDWC SCREWS INTO WIDE DETAIL 13ISDWC) (TWO SCREWS TOTAL) FACE (PER DETAIL 10/SDWC) (2}41/Y SIMPSON SD%C SCREWS INTO WIDE rr11T' l FACE (PER DETAIL 10/SDWC) FLOOR SYSTEM PER PLAN. I / 11l� 1 (2)- SIMPSON SDWF2724TUW SCREWS EACH SIDE OF COLUMN W// MAX. 1"FROM EDGE OF SQUASH BLOCKING WITHIN FLOOR SYSTEM / `x WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN OOUBLE 2x TOP PLATE PER PLAN. I' 2 - I' (4)-8" SIMPSON SDWC SCREWS INTO NARROW MIN. (4)- 2x SYP82 CRIPPLE STUDS MATCHING FACE OF CRIPPLE STUDS AT TOP & BOTTOM SIZE OF COLUMN ABOVE, CENTERED BELOW (SIMILAR TO DETAIL 13/SDWC). COLUMN. CRIPPLE LENGTH TO BE W MIN. HEADER PER PLAN. \ A -MIN COLUMN TO HEADER CONNECTION ACROSS FLOOR 2X 2ND FLOOR Bl l SEE PLAN FOR MC INFORMATION SEE FLOOR FRAM PLAN FOR FLOOR SYSTEM INFO. SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS Wr 0.148"%3-1W SINK (2) 2x TOP PLATE 2x 1 ST FLOOR ST SEE PLAN FOR M, INFORMATION FOUNDATION PEF PLAN SIMSPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148'X 3-1/4' SINKERS ATTACH 2. STUDS W(3) 2x STUDS (2) 0.16YX 3-1? NAILS 06 O.C. CALIFORNNCORNER BS SIMSPON MSTC44PER FLOOR STUDS T FLOOR STUDS W 0.148"X 3-1/4" SI (3) 2x BUILT UP COLUMN ATTAC NAILING SCHED r ATTACH 21 STU(2)0.16YX3.1?(4) 2x STUDS .0 im 6" O.C. STANDARD CORNER B43 r ALTERNATIVE STRAP: 1.10 (2)- CS20 COIL STRAPS COLUMN TO (4) 2x STUDS COLUMN WN MIN, WEND LENGTHS & (14�PRO IDES LID B NAILS EACH END. PROVIDE SOLID BLOCKING WITHIN ' FLOOR SYSTEM. = HTT4 Vd SS" ALL ATTACH 2x TO THREAD ROD, 7' MIN. STUDS W/ (2) ROWS EMBED. WA SIMPSON OF 0.162'X 3-1? SET EPDXY OR EQ. NAILS 06"O.C. CALIFORNIA GORIER AA ATTACH COLUMN VW 118) 0.148" X 2-10 NAILS CAPACTITIES: jo� 2STORY CORNER FRAMING ATTACHMENT -FRAME : 19703 3/4"=1'fr 2832I HTT4 W/ 5/8" ALL THREAD ROD, 7" MIN. EMBED. VN SIMPSON (3) 2x BUILT UP STUD SET EPDXY OR EQ. COLUMN ATTACH PER ATTACH COLUMN M WFO8/SD2 (18) 0.148" X 2-10 NAILS ATTACH 2x TO BUILT UP STUD COLUMN W 7 (2) ROWS OF 0.162'X 3-10 NAILS @ 6" O.C. STANDARD CORNER AA 35 NAIL EXT. WALL SHEATHING PER PLAN • f NAIL WALL SHEATHING PANELS TO RIM BOARD � � i � / -' 1 SHEATHING AT VERTICAL � STUDS ,SEE ATTACH PER NAILING SCHEDULE O y / W/(2}ROWS 0.131"X NAIL SHEATHING �� PAN EL JOINTS LEDGE FRAMING PLAN FOR NOTE: 0 / 2-1?NAILS 0 rO.C. / '- TO EACH NAILING W/ D131"z 2-1?NAILS S.D.C. SPACING AND GRADE 2x BOTTOM PLATE W/ 1 SIMPSON SDWC () WHEN.- WINDOWSAREINAROW(ONLYJAMBSTUDSBEIWEEN < • 1' STAGGERED I-1?. �ti INTERMEDMTE p\i MAINTAIN 3W TO EDGE AND SEE ARCH PLAN 15600 SCREW @6'D.D. WINDOW CEMERWINDOWS MUST HAVE LSTA305TRAP5 TOP AND > < O < % MAINTAIN MIN. 3/4'FROM -d STUD IN THE / O OF PANEL, STAGGER TO VERIFY SIZE & fi' FROM ENDS AND BOTTOM AND EACH SIDE OF OPENING W/ A34 CLIPS TO TRANSFER p a EDGE OF PANEL. ,q FIELD�W/0131 ''O �,O ` NAILING ON EACH SIDE 3M"FLOOR SHEATHING SPLICES. SCREW TO BE LATERALLOADS _ ¢ b !, -# 1? 44� 2-1?NAILS @ 8'OC AT 1Y �, OF PANEL JOINT. ATTACHED PER FLOOR NAILING NOTES INSTALLED TO CENTER OF RIM BOARD BELOW SIMPSON LSTA24 SOLID SHEATHINGrc ❑ ❑ rc /. / SHEATHING SPLICE AT THE O C LLY STRAP W/(22XI.148' % HEADER /L:i .� MID -HEIGHT OF RIM / - ' T MAINTAIN PANELS BETWEEN PANELS C' NAILS. BEND STRAP OVER SIMPSON SP4 W/ (8) Ip O 3• / i, BOARD. MAINTAIN 1? GAP , i / RIM BOARD BLOCKING y 3"V THEN RUN DOOM SFr ®2x8 STUDS 1.(? ' BETWEEN PANELS. MIN. 2x STUD CENTERED ON VERTICAL PANEL @ 24" O.C. MAX. ATTACH TO DOUBLE 5 7 LL; FACE OF JAMB (USE ❑ 8 SPB @ 2ze STUDS) n • i "•' EXTERIOR WALL i� JOINT' TOP PLATE USING (1) ) I STUDSMEADER. ONLY REDO IF WALL O SHEATHING / EXTERIOR WALL SIMPSON A34 ( SHEATHING CANT BE (2) 2X SPF TOP PLATE • • ' '- ' ' !-'I ` - SHEATHING I24'O.C. RIM BOARD PER TRUSS MANUFACTURER. INSTALLED AS U.N.O. ON PLAN HEADER - SEE 2ND TYP. PANEL SPLICE AT WSP RIM BOARD TYP. VERTICAL EDGE &FIELD NAILING (MAX)PIA%) ATTACH TO EACH JOIST INDICATED) FLOOR PLAN FOR MIN_ O C D ATTACH RIM BOARD TO BEAM FLANGE WI (1)0.131"z EXTERIOR SHEATHING HEADER SIZE & REQO OJ BELOW USING(1) SIMPSON 2-1? NAIL (1)ROW 0.131"z2-1? FROM TOP OF WALL TO BOTTOM OF FLOOR JAMB STUDS c%•� A35 @ 1G O C. MAX & 8' FROM NAILS @ 3" O.C. WALL SYSTEM (RIBBON I F 1 f'1_, • f ENDS 8 SPLICES SHEATHING TO BEAM)ATTACHED PER . � -I x. y f.. i'- FP I .= vLfT �. .. . +.. • "i• / /f./ ,• .. a• . r.s.!•' 6 !./, BEAM OR FLOOR GIRDER PER PLAN NOTE: REFER TO T a CARD (2) ROWS 0131' x2-1? NAILING SCHEDULE IF SHEATHING CAN NOT IF HEADER IS UPSET U NAIL EXT. WALL SHEATHING TO HEADER WA 0.131'x 2-i? NAILS @ 6' O.C. TOP & BOTTOM MAINTAINING 3/4' EDGE DISTANCE. AT EA. END OF HEADER, NAIL SHEATHING TO HEADER a (6).0.131" x 2-1? NAILS. NAIL EXT. WALL SHEATHING TO TOP SILL PLATI W/0.131'. 2-1/7NAILS@6O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS W 0.131"x 2-I? HAILS @ TOP & BOTTOM, & THEN 6. O.C. EXTERIOR WALL NAIL EXT. WALL SHEATHING TO SILL PLATE WSHEATHING / �� '� 0.131"x 2-1? NAILS Q 6" O.C. - NAIL EXT WALL SHEATHING TO CRIPPLE / oX FRAMING W/0131'x21?NAILS @ TOP S tj a / �p< BOTTOM, S THEN 6"O.C. AT PANEL EDGES &12" p -.714-4 M O.C. IN THE FIELD. AT VERTICAL PANEL JOINTS, g REFER TO DETAIL (D). 1 3l4••�`""fm i`�wm NAIL EXT WALL \ BOTTOM PLATE BREATHING T03 C. PER PLAN • . y - f • f -.• ____.._ ._ ... ... ._.....�_._ • './• •. �f •., f' •���•. , ��f, 1. FOUNDATION PER PLAN. - 0.131•X2-i7NAILS BETWEEN SHEATHING @ W O.C. MAINTAIN AND FOUNDATION OR 7 7 " 3/4' TO PANEL EDGE. MASONRY. TYP. EXTERIOR SHEATHING DETAIL (2-STORY) TYP. NAILING AT BOTTOM PLATE / c 1 TYP. SHEATHING & NAILING AT OPENINGS COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the JOIS M N SPECS FOR BLOCKING NAILS @ 3" O.C. WALL BE INSTALLED AS AND VANDOW IS < LOWER: (1) 2x SILL REQUIREMENTS SHEATHING TO INDICATED, 'x3' ' PLATE W1(2) D148p B BOTTOM OF BEAM CONTRACTOR TO TOE -NAILS. EXT. O INSTALLLSTA24& HEADER OPENINGS Q $� PARALLEL TRUSS TO DROPPED BEAM LSTA30 AS SHOWN LESS THAN 4FT:(1)2z i 3/6'=1'4T SILL PLATE W/(2) w (2) 2x SILL AT WINDOW 0.148" x 3" TOE -NAILS. o W/2x CRIPPLE STUDS AT EA. END NAILED TO OPENING LARGER THAN 4FT: (2) 2x SILL STUD PACK W/0.148"x PLATE W/ A35 CLIPS U' 3" NAILS @ W O.C. EACH SIDE WIZ, THEN STUDS @ Is- O.C. ATTACH SILL W( CRIPPLES @ Is- O.C. 0 W/ (2) 0.148" x 3" (2) 0.148" x 3" TOE -NAILS AT EA. END TO AILS T&S Z (PLYWOOD SHEATHING OF SILL (MAX OPEN G REO'D T&B) WIDTH 4'4T). USE A35 r CLIP AT EA. END FOR ❑ OPENINGS GREATER r THAN W BUT LESS THAN 6' V SIMPSON LSTA30 \ 0 w STRAP CENTERED BETWEEN COLUMNS GIRDERISEAM BELOW W/(22)0.148' X3" SEE FRAMING PLAN ❑ NAILS. (ONLY REDD IF FOR FLOOR WALL SHEATHING CONNECTION j CANT BE INSTALLED F AS INDICATED) rc FLOOR GRIDER OR BEAM S NOT USED 0 W�S-k HEADER CONNECTION @ 2nd FLOOR HIGH BM w 3/4"=Vw 3xpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1111111/j `J W J W `O v2J J F- C4 0 m Z Q � m 0 = G Z t- IL F 0 IYW0 may N O1 S STRUCT: DP K OC CHECK' CC gJDS No. STAR-18110 SCALE: AS MDICATED SD4 ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON SDWF2724 (027 x 24) SCREW @ 24' O.C. MAX, MAINTAINING S' FROM ENDS AND SPLICES 210 SYRt2 RIM-8 OCKING BEHIND RIM BOARD. NAIL TO RIM BOARD W/ (2).0.131' x 3' NAILS @ 3' O.C. 16* F R M THE EXTERIOR EXTEND INTO FLOOR SYSTEM AT LEAST 16' FROM THE EXTERIOR STUD FACE.... OTHERWISE, ADD FLOOR -BLOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED @ 2e O.C. MAX, W/ (2)- 0.131- x 3' TOE -NAILS TO TOP & BOTTOM CHORDS EA. END. 314" FLOOR SHEATHIN (6).0.131' x 2-11 NAILS: FLOOR PER FLOOR FRAMING SHEATHING TO EA. PIECE OF NOTES. FLOOR -BLOCKING. R.00R IRACIUNG: 1-1/8' O.S.B. RIM BOARD OR (JOIST FLOOR -BLOCKING SPACED @ 24" O.C. MAX, MATCHING FLOOR DEPTH. NAIL FLOOR43LOCKING TO TOP & BOTTOM CHORD OF JOIST W/ (2). 0.131' x 3' TOE -NAILS. r FLOOR JOIST OR PER PLAN. (4)- 0.131- X 3- TOE -NAILS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 2x TOP PLATE. PLATE411LOCN711IX MIN. (2)-a4 SYP#2 PLATE-BLOCKINO INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP PLATE W/ 8' SIMPSON SDS SCREWS @ 4' O.C. & 2' FROM EA. END. FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) 1 1/2'=1*4r EXTERIOR WALL SHEATHING PER DETAIL WF10/ SOL 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)-0.131' X 3' NAILS: 2x BOTTOM PLATE TO EACH JOIST (AT 2P O.C. MAX). (2)'o.131"x 3 NAILS @ W O.C. & 2" FROM ENDS AND SPLICES; 2a BOTTOM PLATE TO RIM BOARDIRIM BOARD BLOCKING. CENTER NAILS ON RIM BOARDIRIM BOARD BLOCKING. MIN. 1-IW THICK OSS RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (1)-0.131- X 2-12' NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2).ROM 0.131'x2-V2'NAILS@3'O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF10/ SDFOR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING VI,THIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. (Z) .131' x 3 NAILS: RIM BOARD TO 2x PLATEALOCKING @ 3' O.C. & 2' FROM EA. END. & EA. SPLICE. DOUBLE 21 TOP PLATE PER PLAN. JAS,16MILY ALLOWABLE CAPACITIES (LDF =1.6): V_ =150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR), 1080 PLF (1ST FLOOR) MAX. UPLIFT: 425 PLF NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN, 10 GYPSUM WALLBOARD CEILING PER FBC-R702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)- 6' SIMPSON SOWC15600 SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. MIN. 12' GYPSUM WALLBOARD PER FBC-R702.3. �— ROOF SHEATHING & NAILING PER ROOF NOTES. r 2x SYPI2 VERTICAL BLOCKING BETWEEN EA. TRUSS. / (1)- S' SIMPSON SDWC SCREW TO FROM TOP PLATE TO BLOCKING ON EA. END (TWO SCREWS PER EACH PIECE OF BLOCKING). NAIL ROOF SHEATHINGTO BLOCKING VATH RSR"1 (0.113"x23/B') RING SHANK NAILS @ 4O.C. MAX U.N.O. ON FRAMING PLAN: (2)-6' SIMPSON SDWC15600 SCREWS EA. TRUSS TO TOP PLATE. REFER TO DETAIL SISDWC. FLOOR PLATE PLAN i1 OVERHANG & CORNICE PER DESIGN PLANS. 2x SYP82 SUSFASCIA WN (3)- 0.131' x 3" END NAILS TO EA TRUSS (U.N.OJ DOUBLE Zx TOP PLATE. REFER TO DETAIL WF07/SD2. (3). 0A 31' x 3'TOE OR END NAILS, EA STUD TO TOP PLATE. EXT. 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 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131' x 3' TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4-1/2" SIMPSON SOWC15450 SCREWS, INSTALLED PER DETAIL 10/SDWC: EA STUD TO BOTTOM PLAT (S- 0.131' x 3" TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. 3/4' FLOOR SHEATHING PER FLOOR FRAMING NOTES. - FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. Ix\ DRAFTSTOPPING x11r REFER TO DETAILS W5107 (FOR (JOIST) OR WHERE WS125 (FOR FLOOR TRUSS) ON THIS SHEET 11 REQUIRED PER FOR FLOOR -TO -FLOOR CONNECTION I FSC-R 302,12 INFORMATION. FLOOR PLATE PLAN ' MIN, 12' GYPSUM WALLBOARD CEILING PER DOUBLE 2x TOP PLATE. REFER TO DETAIL FBCR302.13. EXCEPT WHERE 518" 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. (*S' SIMPSON SDWC15600 SCREW, EXT. WALL SHEATHING PER DETAIL WF10/ SD4 INSTALLED TO THE INTERIOR NARROW FACE ALL PANEL EDGES SHALL BE NAILED PER PER 13/SDWC; EA STUD TO TOP PLATE SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF70 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS _ W/(3F 0-131"x 3' TOE OR END NAILS. INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED Pf FRAMING PLAN 1, 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 (LOF =1.6 MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR) 1080 PLF (1ST FLOOR) MAX. UPLIFT: 442 PLF # 1 V61 HIGH SHEAR TWO STORY EXTERIOR WALL 3/4'=1'4r 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4-12' SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 101 SDWC; EA STUD TO BOTTOM PLATE. (3)-0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FOUNDATION PER PLAN. ELEVATION O 11111I/, w J s J 2 4S �o �ffZ= �qj p 6TRUCNILYENG: TH yj DRAFBNG: O S `TRULY: DP Q DC GMECK: O CC w JDS No. STAR-18410 t SCALE: AS INDICATED w DATE: 1wISM Q II S D 5 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 4-W HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) STUDDED COMMON TRUSSES VP GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIE RATED WALL SYSTEM (IF ASSEMBLY BXUV.V344IS USED} SEE DESIGN PLANS. 1r GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. 3.1r THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 1r' GYPSUM WALLBOARD PER U3731PWI, U33OPM U347/PW4,ORV344PW5 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (O.OBB' x I-W LONG. ISR4' HEAD) COOLER NAILS OR N. B TYPE W DRYWALL SCREWS (MIN 14W LONG} ALL FASTENERS SHALL BE N6TALLED ® MAX4' O.C. 0 ALL SUPPORTED EDGES & I O.C. IN FIELD (3}0.131' X r TOE OR END NAILS, EA STUD TO BOTTOM PLATE, EA. SIDE OF PARTY WALL (1} r SIMPSON SOWCIse00 SCREW, EACH STUD TO BOTTOM PLATE PER II=WC, (EACH SIDE OF PARTY WALL} MN. 2x4 SVP 02 BOTTOM PLATE ATTACH TO RI — CENTER OF M BOARDBELOW USING (I) SIMPSONSDWCINW (o.IS2 z r) SCREW ® 2r O.C. MAX MAINTAIN r FROM ENDS & SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (027 x 24*) SCREW @ 32' O.C. MILL MAINTAIN r FROM ENDS AND SPLICES FLOOR BEARING ROT. �FER TO PLANS _ — FIRE BLOCKING EA SUE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE. - EACH SIDE OF PARTY WALL, USING (1) SIMPSON SDWC15M SCREW 0 M' O.C. MAX & r FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MN. 334' PENETRATION TO RIM BOARD. (I)- r SIMPSON SDWC15000 SCREW, EACH STD TO TOP PLATE PER I I/SD WC, (EACH SIDE OF PARTY WALL} 1lr GYPSUM WALLBOARD PER U3731PW1, U335IPW2 U347AN%OR V3441PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (OAW x I-W LONG, 1544 HEAD) COOLER MILS OR W. S TYPE W DRYWALL SCREWS (MIN. 14W LONG} ALL FASTENERS SWILL SEINSTALLED O MAX C O.C. O ALL. SUPPORTED EEDGES & 17 O.C. INFIELD MN. ZA SYP f2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07AON NOTES& CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM RATE SPLICE CONNECTION CAPACITIES. - UPLIFT -270 PLF - N PLANE SHEAR a 250 P F TYPICAL PARTY WALL SECTION, q.PARTY WALL 4'-2 3W. HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SOWC15800 IDA52 x B') SCREW ® 4r OC & r FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07lSD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SRPSON SDWC15600 (0.152 x 61 SCREW (EACH SIDE OF PART/ WALL) FORE RATED WALL SYSTEM PER U3731PW1, U3361PWZ U347AxW4. ORV344IM MN. ZA SYP B2 STUDS ®tr O.C. W/ MIDiEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL ATTACH PER NAILING SCHEDULE PRE4SNM FLOOR SYSTEM DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/SD2 FOR SPLICE & ATTACHAENTINFO FIE RATED WALL SYSTEM PER U37W W1, U 33a1PW2. U1347A'W4. OR VBWPM/b MN.2x4 SYPMQ STDS Q it O.C. W/ MK)-MGNT WALL BLOCI NG EACH SIDE OF PARTY WA L ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC154M (0.152 x 4-1r') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4 PARTY WALL C-Q`+HALF PARTYWALL WIDTH �'.23W•HALF PARTY WALL WIDTH FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING I TREATED ROOF SHEATHING 17! GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV.VS44 IS USED} SEE DESIGN PLANS. 1/!' GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3-1r' THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVnIES FIE BLOCKING EACH SIDE OF PARTY WALLAS REQUIRED 12'GYPSUM WALLBOARD PER W731PW1, U33GPW2, U347PW4, OR V344VM/6 EACH SIDE OF PARTY WALL FASTENED USING MN. Sd (0.08r x 1.51r LONG, 15O W HEAD) COOLER NAILS OR N. B TYPE W DRYWALL SCREWS (MIN. 14W LONG} ALL FASTENERS SHALL BE INSTALLEDA MAXI' O.C. G ALLSUPPORTED EDGES & tr O.C. IN FIELD ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SOWC15450 (0.152 x4 M SCREM CONNECT 2ND FLOOR WALL BI PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x41ir S SCREWS f it O.C. AND r FRI END OF WALLS. ALL SPICES T BE STAGGERED MIN Ar IW GYPSUM WALLBOARD PER U373PW1, U338FW2, U3470111010/, OR V3441PW5 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (0.0116" x 14V LONC, 1564 HEAD) COOLER NAILS OR No. S TYPE W DRYWALL SCREWS (AWL 1-19' LONG} ALL FASTENERS SHALL BE INSTALLED O MAX O.C. 0 ALL SUPPORTED EDGES & Ir O.C. N FIELD MN. 2.4 SYP 02 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 BID OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: - I1PUF7' 2N0 PLF - N PLANE SHEAR s 250 PLF W� TYPICAL PARTY WALL SECTION ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCISBDD (0.152 x 81 SCREW 04r OC & r FROM BIDS (EACH SIDE OF PARTY WALL) �- DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WPOT/S02FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STIR TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCI5800 (0.152 x 67 SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U37SIPM, U338IPW2, U3471PW4, OR V3441PMF INSTALLED TIGHT TO ROOF SHEATHING. MIN.2o/ SYP O2 STUDS C Ir O.C. WU MIDHEMaHT WALL BLOCKING ATTACH EACH STIR TO BOTTOM PLATE LOSID (1) SIMPSON SDWC15450 (OA52 x 4-1/2, SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE Wl (2)1/1' x 4-1r' SDS SCREWS 0 Ir O.C. AND r FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MN. 4r DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WPONSD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15B00 (0.1.. r) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW1. U13381PW2, U347IPW4, OR V344PM MIN. 2x4 SYP 42 STUDS ® tr O.C. W/ M10.HEIGHR WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SOWC15M (0.152 x 4-17I) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4'-0' • HALF PARTY WALLWIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 1r GYPSUM WALLBOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY OQN.V344IS USED} SEE DESIGN PLANS. 1r' GYPSUM WALL BOARD MAY BE SUBSTITUTED WI ` MN. 31r THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES hh-R---O--�OF BEARING HOT PREFER TO PLANS _ . lir GYPSUM WALLBOARD PER U3731PW1, U33M WZ U3471PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (0.08W x 14 V LONG, ISAM` HEAD) COOLER NALS OR N. a TYPE W DRYWALL SCREWS (MIL. 1-1/4' LONG} ALL FASTENERS SHALL BE INSTALLED A VAX O.C. a ALL SUPPORTED EDGES & 1r O.C. N FIELD MIN. 2.4 SYPM2 STUDS a 16' O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PATTY WALL (1)- r SIMPSON SIYWC15M SCREW, EACH STUD TO BOTTOM PLATE PER I1WWC, (EACH SIDE OF PARTY WALL} 2x BOTTOM PLATE. FASTEN TO FLOOR SYSTEM W/ (1) SIMPSON r SUM SCREW (SDWC15MG) 024- O.C. & 4' FROM ENDS & SPLICES. AT PERPENDICULAR FLOOR CENTER SCREW IN RIM BOARD. AT PARALLEL FLOOR SCREW INTO BEAMRRUSS, STAGGERING N BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE — BELOW USING (1) SIMPSON SOMF2724 (027 x 247 SCREW @ Sr O.C. MAX MAINTAIN r FROM ENDS AND SPLICES PRE-ENC. FLOOR SYSTEM F100R BEARING HOT. — REFER TO PLANS _ -- FIRE BLOCKING EA. SIDE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP — PLATE, USING (1) SIMPSON SDWO150W SCREW 24 O.C. MAX & r FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MN. 33W PENETRATION TO RIM BOARD. (I} r SMPSON SDWCISSW SCREW. EACH STUDOF PLATE PER iiISDWC, (EACH / SIDE OF PAR PARTY WALL} MN. 2" SYP02 STUDS @ 1r O.C. Wl MID HEIGHT WALL BLOCKING 1? GYPSUM WALLBOARD PER USTSV W1. U996rPW2 W47/PW4, OR V344OPM EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (GABS' x I-W LONG, 1564 HEAD) COOLER NAILS OR No. STYPE W DRYWALL SCREWS (MAN. 14M' LONG} ALL FASTENERS SHALL BE INSTALLED A MAX P O.C. ® ALL SUPPORTED EDGES & 1r O.C. INFIELD MN. ZA SYP 42 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAL WF07AON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM RATE SPLICE CONNECTION CAPACITIES: -UPLIFT-270PLF - INPLANE SHEAR =250 PLF TYPICAL PARTY WALL SECTION V-23W HALF PARTY WALL WIDTH E PARTY WALL FIRE RETARDANT I TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15600 (0.152 x in SCREW ® 4r OC & S' FROM ENDS (EACH SIDE OF PARTY WALL) FIRE BLOCKING EACH SIDE OF PARTY WALL AS REGUIRED DODUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/3132 FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15000 (0.152 x r) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PWI. U3381PW2. U347lPW4, OR V344PW5 INSTALLED TIGHT TO ROOF SHEATHING. MIN.20 SYP 92 SIDS! it O.C. W/ MID -HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x1.1r) SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x+1lr SOS SCREWS @ 12' O.C. AND r FROM Ea) OF WALL L ALL SPLICES TO BE STAGGERED MN.4r DOUBLE TOP PLATE EACH SUE OF PARTY WALL. SEE WFG7/SO2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15WO (D.152 x r) SCREW (EACH SIDE OF PARTY WALL) FIE RATED WALL SYSTEM PER U3731PW1, U33BFW2, U347IPW4, OR V344MM/' MN. 2x4 SYP 02 STUDS O /r O.C. W/MID40GHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SPPSON SDWC154M (0.152 x 44M SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION CIL ; Go 2 ' C duo. � m0 S M, Z =>a>0 F 0 F H LU 0: W O o aa� of w M sTaucTunAI ENG: TH � Q G11EQC: CC 0 w .NOB No. STA0.-1fN10 I SfAIE: ASINDICATED 10/10l29 SD6 1r4i'd' Ir'ri1'4r 1r'=/'-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. (1)SRIPSONHIT4W1(i)5N• - THREADED ROD, T MN. EMBEDMENT WI SIMPSON SET-XP EPDXY OR Ea ATTACH TO COLUMN WN(1S)0.15rx2-Ur WALL SHEATHING SMALL BE NAILS NWALLEDAS A CONTINUOUS SHEET FROM DOOR OPENING TO 2x SEPARATION FRAME BUILDING CORNER W/ NAILING PER WALL TOP &BOTTOM WF10= PLATES SHALL L RUN CONTINUOUS PAST END OF SLAB ADJACENT FRAME WALL DOOR OPENING TO END OF SLAB INTERSECTING 2x FRAME WALL SHALL DE SCREWED TO MIN (3) 21 SEPARATION PLY BUILT 18 COLUMN WITHIN WALL FRAMING SEPARATION FRAME WALL W/ (2) IW SIMPSON SDS SCREWS INSTALLED P FROM TOP & BOTTOM 1-12• EDGE OSTANCE FIRE RATED WAIL OTHERWISE SPACED Q 1r O.C. ASSEMBLY ASSEMBLY PER STAGGERED V MAX. UW71PW4, OR _ TIGHT To SHEATHING. SECTION A -A 44r - HALF PARTY WALLWIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ROOF SHEATHING AND FASTENING PER NAILING SCHEDULE 12' GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FOE RATED WALL SYSTEM OF ASSEMBLY BXUV.V344 IS USED} SEE DESIGN PLANS. IW GYPSUM WALL BOARD MAY BE SUBSTITUTED IW MN. S1r THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES HIGA10 4S O.CYUBE OM EAL END OF TRUSS SIMPSON SOWC 9CREYII3 ® r O.C. &4- FROM ENDS PER 2AALDWC FOE BLOCKING AS REQUIRED EACH WALL STUB OR EACH BU T I. COLT UM N STUD - FASTENED TO DOUBLE TOP PLATE WI (1) SIMPSON SOWC 15800 C SCREW MID -POINT BLOCKING BETWEEN STUDS U.N.O. ON FRAMING PLANS 12' GWaUM WALLBOARD WALL W/ Sd coOLEN IOAea'k1�SIS•LONG.1SM4•HM OR DRYWALL SCREWS 1.1/4-LONG S.O.C. ON EDGE & 1r aC. N FIELD (I)-S' SIMPSON SDWC1SON SCREW, EACH STUD TO BOTTOM PLATE PER 11SDW/C. MIN. 2.4 SYP 02 BOTTOM PLATE ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131• x r NINE Q S•O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (. SMP30N B RAIN r F(O M x NDS SCREW Q 3r O.C. MAX MAIM'AN !r FROM t'Ga AND SPLICES FIRE BLOCKING AS REWIRED 3W FLOOR SHEATHING FASTEN PER PLAN PREfRG. FLOOR SYSTEM J, FLOOR BEARING FHGT. 4-(r ♦ HALF PARTY WALL WIDTH FIRE RETARDANT E PARTY WALL TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH SHEATHING TO FRAME WALL DOUBLE TOP PLATE WIRSRS011WLS 9 SPACBKi PER A A SHINGLE ROOF TABLE ON ST. ALOVBE sWM MATCHING PITCH OF ROOF TO FILL OAP BETWEEN TOP PLATE & SHEATHING IF REWIRED F WATERPROOFING, AND FLASHING BY BUI .NOT M4CD EACH WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON SDWC 15800 B SCREW DOUBLE TOP PLATE SEE WF07/S02FOR SPLICE &ATTACHMENT WHO. FIRE RATED WALL ASSEMBLY PER U373PW1. W3IPW2 U347IPW4. OR V3441PWS INSTALLED TIGHT TO ROOF SHEATHING. CAULK WITH AN APPROVED PRODUCT TO CREATE AN TIGHT SEAL PER MANUFACTURERS MWALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL N VOIDS EXTERIOR WALL SHEATHING AND NAILING PER WF101SD4 CONTINUOUS WALL BLOCKING INSTALL® AT MAX I-V O.C. AS MEASURED VERTICALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE BUILDER TO VERIFY NSTALLATION.7VP. UPPER 2x4SMALL BE SYP 2 STUDS 17 O.C. MAX. STUDS TO UNDERSIDE OF � LED SHEATHING. CENTERED D OVER LOWER STUDS EACH ABOVE WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO BOTTOM PLATE W/ (1) SIMPSON SDWC 15800 C SCREW A 2A FASTEN ABOVE SINGLE PLY RUNE WALL BOTTOM PLATE TO BELOW FRAME WALL DOUBLE TOP PLATE W/ 1(21 M'x 412' SOS SCREWS Q 1r O.C. MAX W1 VEDGE -_ MID WALL PLATE y � L314� LOWER 2. FRAME WALL DOUBLE TOP PLATE SMALL MATCH ELEVATION OF BOOR SHEATHING N- 10�54'.BIALDERSWW.FHFInVERIFY RM ATTACH RIM BOARD TO WALL DOIBIE TOP PLATE. EACH LOWER WALL STUD OR EACH BUILT UP COLUMN USING (1) SIMPSON SOWC15000 SCREW Q 10' O.C. STUD FASTENED TO DOUBLE TOP PLATE W/ (1) MAX & C FROM ENDS & SPLICES. SCREW TO BE SIMPSON SDWC 1=08' SCREW INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. SW PENETRATION TO RIM BOARD. LOWER 2 4 SYP to 8TUD8 p 1r O.C. MAX STUDS SHILL BE NSTALLB) COAT. FROM FOUNDATION TO - (1). V SIMPSON SOWC15000 SCREW, EACH STUD MD WALL PLATE TO MATCH ELEVATION OF FLOOR SHEATHING, TOP Q+h,Od SAP TO TOP DOUBLE TOP PLATE W/(3) =Sw• FOE PA wALL ASSEMBLY PER W731PW1 u93dPN2 TYP. TOE-NAILSro EA ,TY'P. Wt7PW4 oRV3441Pw5 WSTALLED TIGHTT'D ROOF BLOCKING BETWEEN STUDS U.N.O. E APPROVED PROOUCTTO CREATE AIR TIGHT SEALRS CREATE TIGHT SEAL PER MANUFA FRAMING PLANS GYPSUM WALLBOARD wNt wi Ed COOLER TI PROFILE I MINERAL WOOL E MIN INSTALLATION ROVED METHOD OR Oi11EN APPROVED METHHOD ro Flu N VOIDS G1r' DRYWAA1 1 ;!=4 4 O. ON EADN wALL SiLD TO P.T. BOTTOM PLATE W, (,� EDGE &,r O.a N FIELD 154504/r• SCREW (EACH SIDE OF 2X4 W2 SYP WALL W1 STUDS I9,1V O.C. SEE PSG w BB2 N THE BEARING WOOD ALL SCHEDULE ON NOTES & CONNECTOR LEGEND FOR ADDITIONAL INFORMATION. coNWNEcnoN CAPACITES: -UPLP'T •ZD PLF MIN. W SYP 42 P.T. BOTTOM PLATE (EACH SIDE OF - N PLANE SHEAR- 300 RF PARTY WALL), ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFIED N DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEER. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX MINIM r7777777 OF EACH END OF WALL & EACH BOTTOM PLATE _ SPLICE FOUNDATION PER THE FOUNDATION PLAN TYPICAL PARTY WALL SECTION (VE) N-V s HALF PARTY WALL WIDTH W-2 3W • HALF PARTY WALL WIDTH 4'4Y a HALF PARTY WALL WIDTH W-2 3W • HALF PARTY WALL WIDTH FIRE RETARDANT E PARTY Wes' FOE RETARDANT FIRE RETARDANT (L PARTY WALL FIRE RETARDANT TREATED ROOF SHEATHING TREATED ROOF MEATHINO TREATED ROOF SHEATHING TREATED ROOF SHEATHING NO PENETRATIONS) i (NO PENETRATIONS) (NO PENETRATIONS) I (NO PENETRATIONS) STUDDED COMMON TRUSSES STUDDED COMMON TRUSSES 12' GYPSUM WALL BOARD EACH SIDE OF 12 GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL ATTACH TRUOSS TO DOUBLE TOP PLATE U131N0 (1) PARTY WALL PER FIRE RATED WALL ATTACH TRUSS TO DOUBLE SYSTEM (E ASSEMBLY BXW.V3M IS SIMPSON SOWC15B00 (0.152 x!)SCREW ®4B• OC SYSTEM IFSEE ASSEMBLY BXW.V3M IS TOP PLATE LONG (1) SIMPSON USED} SEE DESIGN PLANS. 1/r GYPSUM & P FROM ENDS (EACH SIDE OF PARTY WALL) USED}DESIGN PLANS. WGYPSUM SDWCIGSW OC &8 B' 152 x In SCREW FFtOM ENDS WALL WALL BOARD MAY BE SUBSTITUTED Mq MIN. 3.12' THICK GLASS FIBER OR MIN. ire THICK GLASS FIBER OR (EACH SIDE OF PARTY WALL) MINERAL WOOL INSULATION MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES COMPLETELY FILL THE STUD CAVITIES REFER PLOWS -Y ERE =0 kN NS DOUBLE TOP PLATE EACH DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE SIDE OF PARTY WALL SEE FIRE BLOCKING EACH SIDE OF WF07/SO2 FOR SPLICE & FIRE BLOCKING EACH SIDE OF WF07/SO2 FOR SPLICE & PARTY WA L AS REQUIRED ATTACHMENT INFO PARTY WALL AS REQUIRED ATTACHMENT INFO IW GYPSUM WAL190ARD PER W73PW1, U3381PFA2, 12' 6YPSll1A WALLBOARD PER U87SPYY1, RI3381PYY2, ATTACH EACH STUD TO ATTACH EACH STUD TO DOUBLE TOP PLATE DOLE TOP PLATE USING (1) U347/PW4. OR V344PM EACH SIDE OF PARTY WALL USING (1) SIMPSON SOWCIMW (0.162. 8� U947PW4, OR V344PM EACH SIDE OF PARTY WALL DOUBLE SIMPSON SUWC15800 (0.152 x FASTENED USING MIN. Ed (0.00 r x I-W LONG. ISOW SCREW (EACH SIDE of PARTY WALL) FASTENED LOSING MIN Sd (0.055 x I-W LONG, 15WW V) SCREW (EACH SIDE OF HEAD) COOLER NAB$ OR N. S TYPE W DRYWALL HEAD) COOLER NAILS OR N. S TYPE W DRYWALL P�,7 Wes) SCREWS BE ALL®0MAX4000 eUPPORTALL FASTENERS FD BE INSTALLED 0 MAX C D.C. LON% SUPPORTED FORE RATED WALL SYSTEM FIRE RATED WALL SYSTEM PER L1373PW7, L13381PM, LD47PM. OR V344PM PER U373PW1. U133M1W2, EDGES & 1r O.C. N FIELD EDGES & tr O.C. N FIELD U1347IPW4, OR VM41PW5 MIN. 2.4 SYP R STUDS Q 1C O.C. W/ MID41EIGHT - MSN. W SYP12 BOTTOM PLATE SCREW TO WALL BLOCKING EACH SIDE OF PARTY WALL MIN.2L4 SYPP2 BOTTOM PLATE SCREW TO MIN.2x4 SYP 02 STUDS Q IV PARALLEL FLOOR TRUSS BELOW W/ (2)•1N• x S1Q• PARALLEL FLOOR TRUSS BELOW W1(2),IW x SUr KI O.C. W/ MD-HEHT WALL BIDS SCREWS Q 1C O.C. & 4• FROM ENDS & MIN. 2.4 SYP 92 BOTTOM PLATE ATTACH TO SIDS SCREWS Q IV O.C. & Y EACH FROM ENDS & BLOCKING CH SIDE OF SPLICES. CENTER OF RIM BOARD BELOW USING 0131' x 3• SPLICES. (EACH SIDE OF PARTY WALL) PARTY WALL NAILS Q 4. O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE (1) C SIMPSON SDWCIWW SCREW. EACH STUD (IW SIMPSON SDWC15000 SCREW, EACH ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE STUD TO BOTTOM PLATE PER 1USDWC, BELOW (EACH SIDE OF PARTY WALL) LOSING (1) TO BOTTOM PLATE PER I1/SDWC, (EACH SIDE BELOW (EACH SIDE OF PARTY WALL) USING (1) (EACH SIDE OF PARTY WALL). SIMPSON SDWF277A ro.27 x 240) SCREW Q 3r O.C. OF PARTY WALL) SIMPSON SDWFZF24 (027 x24*) SCREW Q 3r O.C. MAX. MAINTAIN r FROM ENDS AND SPLICES MAX. MAINTAIN C FROM ENDS AND SPLICES 31r FLOOR SEATHNG EACH SIDE OF PARTY 3/4' FLOOR SIEATHNO EACH WALL ATTACH PER WAILING SCHEDULE SIDE OF PARTY LATTACH PER NAILING SCHEDULE PRE -ENO FLOOR SYSTEM FLOOR BEARING MGT. BEARING MOT. nFER io PLANS - - - - TO PLANS FIRE BLOCKING EA SIDE OF ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, PST. WALL AS REQUIRED USING (1) SIMPSON SDWC15MB SCREW Q 10. O.C. MAx & e• FROM ENDS & 8PLJCES. SCREW TO � INSTALLED INTO THE CENTER OF THE RIM BOARD. SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR MIN. 30W PENETRATION TO RIM BOARD. TRUSS W/a} IW x 41? SOS SCREWS Q 24. O.C. & 4' FROM ENDS & SPLICES DOUBLE TOP PLATE EACH SSE OF PARTY WALL SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO 12' GYPSUM WALLBOARD PER U37SPW1, U33&PV2 U347IPW4. OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MWL Ed (0.080• x 1fi1T LONG, 155/ HEAD) COOLER NAILS OR N. S TYPE W DRYWALL SCREWS (AWL 1-1/4 LONG} ALL FASTENERS SMALL BE INSTALLED Q MAX S•O.C. Q ALL SUPPORTED EDGES & 1r O.C. N FIELD MIN. 2.4 SYP M2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WAIL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3E• O.C. MAX & WRHN S' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: • UPLIFT .270 PLF • IN PLATE SEAR - 250 PLF AVA TYPICAL PARTY WALL SECTION NOT USED 7/r-1'd (1)-S' SIMPSON SOWC1SWG SCREW. EACH STUD TO TOP PLATE PER 111SDYYC, (EACH SIDE OF PARTY Wul} FORE RATED WALL SYSTEM PER U3731PW1, U3381PWZ U3471PW4, OR V344PM MN. 2x4 VV P&2 STUDS Q 1T O.C. W/ MO`HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON WWC15450 (0.152 x 4-IM SCREW (EACH SIDE OF PARTY WAIL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION �FLOOR SEARING HGT. �ER TO PLANS _ - FIRE BLOCKING EA SIDE OF PARTY WALLAS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ (2). IW x 412- SCS SCREWS Q 24. O.C. & V FROM ENDS & SPLICES. (EACH SIDE OF PARTY WALL) 1!r GYPSUM WALLBOARD PER 1.1311AMI. U338 PM U347I1PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.0BB' x 1fi1S• LONG. 15SP HEA D) COOLER NAILS OR Na 8 TYPE W DRYWALL SCREWS (MIN. 1-101• LONG} ALL FASTENERS SWILL BE INSTALLED Q MAX 4. O.C. Q ALL SUPPORTED EDGES &,r O.C. N FIELD MIN. 2.4 SYP O2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES& CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 38. O.C. MAX A, WITHIN O' OF EACH END OF WALL & EACH BOTTOM RATE SPLICE CONNECTION CAPACITIES: •UPLIFT -ZD PLF - N RAMS SHEAR= 250 PLF N3� TYPICAL PARTY WALL SECTION 12--T-v ``�� o Y maa•Ta••aa•• � �jI CEOCv y E to CS Ci 6 � BEARM HOT ------ TO PLANS DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF071SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCIMW (0.15r x 6") SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3734PW,, U3381PIRZ U 3471PW4. OR V344MM MIN. 2.4 SYP 02 STUDS Q 15• O.C. W/ MIMEIGNT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDVVC15460 (0.152 x 4-,2•) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATON RAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION U) Z !9 J c M� 1 F U-1 J Z Q o Ana zj } 81 G� N� q LL �LL W z Q C 0 x Q- F 9n oISTRULTURALE- TH .i .LOB OC CHECK: CC 0 iy No. STAR-18410 I SCALE: ASINDH;ATED w DATE: 1W1623 SD7 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOT USED PRE FMnNFFRFn FIRE RETARDANT ROOF 1RlSSFB PER SNEATHINO ATTACHED PER PIAN NAILING SCHEDULE. SEE ARCHITECTURAL PLANS FOR REOIARED LOCATIONS 2x FASCIA PER PUN. SEE ELEVATIONS FOR MORE INFORMATION 2x FRAME OR CMU WALL SEE A , I- rrE1rrURAL PLAN FOR MORE INFORMATION 1- HOUR FIRE RATED SOFFIT PER GA FILE NO. RC 2W2 TO EXTEND A MIN. W4r EACH SIDE OF 2 HOUR PER RATED ASSEMBLY. INSTALL BASE LAYER IB' TYPE X GYPSUM SWALLBOARD APPIJED AT RIGHT ANGLES TO WOOD TRUSSES W O.C. WITH 14W TYPE W OR S DRYWALL SCREWS W O.C. FACE LAYER SW TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1-TV TYPE W OR 8 DRYWALL SCREWS 12' O.C. AT JOINTS AND INTERMEDIATE TRUSSES AND 14rr TYPE G DRYWALL SCREWS tr O.C. PLACED 2' BACK ON ETHER SIDE OF END JOINTS. JOINTS OFFSET 24' FROM BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING 1 . WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH G131'x2-lr WVLS. APPROPRIATE ROOF COVERING. FIRE CA IX EDGES AND ENDS AS REQUIRED TO PROVIDE AN AR TIGHT SEAL TYPICAL FIRE RATED SOFFIT PARTY WALL ' rCWCT PEDRR MANUF C I SPECIFICATIONS" INTERIOR FINISH PER BUILDERS SPECIFICATIONS Wt TWO HOUR FIRE WALL @ FRAME INTERSECTION $a+ra (ROOF SHEATHING — ATTACHED PER NAILING SCHEDULE FASCIA PERPLAN —� 2x BEARING WALL PER PLAN. SEE EXTERIOR FRAME WALL SCHEDULE FIRE RATED WALL SYSTEM PER DESIGN PLAN. INSTALLED TIGHT TO ROOF SHEATHING. r C CHANNEL OR RUNNER MIN. 3W AIR SPACE INSTALLED PER 8 MANLIFC FIRE RATED ROOF SPECIFICATIONS IDNs SHEATHING PER PLAN U BREAKAWAY CLIP OR TRUSS OVERHANG EACH ALUMINUM ANGLE SIDE INSTALLED PER MANUFACTURERS SPECIFICATIONS WHERE EXTEND GYPSUM BOARDS UL REQUIRED PER0TUR. PER FIRE RATED WALL U373MW1, U&iBIP SYSTEM INTO SOFFIT AREA U3471PW4 OR V3441PW5 SECTION A -A A— ATTACH CHANNEL FLANGE —/ TO BOTTOM OF FASCIA Wr (3)14W TYPE W SCREWS INSTALL C CHARNEL OR RUNNER FROM BOTTOM OF FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE EXTENSION OF THE GYPSUM BOARDS. FASTEN r C CHANNEL OR RAINIER W1 MIN 14W TYP W SCREW TO FRAME OR 3MM x2-IW TAPCCNS TO MASONRY AS SPECIFIED PER UL U373IPWI. U33BA-WZ U347IPW4 _ OR VS441PM W 1 1 TWO HOUR SEPARATION 0EAVES GYPSUM BOARDS PER FIRE RATED WALL SYSTEM U373IPW1, U3354%M; U347IPW4 OR V344IPW5 MUST EXTEND INTO SOFFIT AREA IF EXTERIOR WALL B FRAME PROVIDE SOLID BLOCKING AS REQUIRED TO INSTALL C CHANNEL TRACK EXTERIOR WALL PER PLAN ENO: TH STRUGT DP ac CHECR: CC w .ICe No. STAR-18110 i SCALE: AS INDICATED w GATE: 10/if =-1'-0` I � 3Nti1'-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. 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 padicular 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 submiter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arse, 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 consut the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics conceming aternate materials and atemate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. 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 Rem 4, 4A and 4B) Nonbearing Wall Rating 2 Hr (Protected Wall, See item 46) Finish Rating - 120 Min. (See Rem 4) Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A vl� SECTION" 00NFX3URATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY OMWt 3URATIUN B EXPOSED TO FIRE FROM EITHER SIDE AREA SEPARATION WALL:-(Nonbearing, Max Height - 44 k) 1. Floor, Intermedlate w Top Wall-2-3/16 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG galv steel, severed with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gaiv stxl having *W -shaped flanges spaced 24 in OC, overall depth 2-1/8 in. and flange width 1-12 in, 3. Gypsum Board- - Two layers of 1 in. thick gypsum wallboard freer panels, supplied in nom 24 in. widths. Vertical edges of panels friction fined Into "IT -shaped studs. GEORGIA-PACIFIC GYPSUM LLC -Types TRSL, DGUSL PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in Items 4, 4A and 48. When Bearing, Load Restricted for Canadian Applications -Sae Guide BXUV7.) 4. Woods Studs - For 2 Ht Bearing or Nonbearing Well Rating - Nom 2 by 4 in., max spacing 24 in. OC. SW ds cross braced at mid -height where necessary for chip attachment Mn. 314 in. separation between wood framing and area separation wall. Finish rating evaluated for wood studs only. 4A. Steel Studs - (As an alternate to Item 4, not shown) - For 2 Hr. Bearing Wad Rating - Corrosion protected steel studs, rin. No. 20 MSG (0.0329 in., min bars, metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) galv 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 CokWorrned Steel Structural Members by the American Iron and Steel Institute. AN 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 requkements of all applicable local code agencies. The mar, stud spacing of veal assemblies shad not exceed 24 in. OC. Studs attached to floor and cling tracks with 12 in. long type S-12 steal screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tract¢ shall consist of steel members, min No. 20 MSG (0.0326 in, min bare metal thickness) steel or nin No. 20 GSG 10.036 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 coifing assemblies with steel fasteners spaced not greater than 24 n. OC studs cross -braced with stud framing at mid -height where necessary for clip enrichment. Min 3/4 in. separation between steel haring and area separation wall. Finish rating has not been evaluated for steel studs. 4B. Steel Saws - (As as atemate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG camsion-p olected steel, nin 3 12 in. wide, min 1-1/4 in. flanges and 1/4 in. retum, spaced a max of 24 in. OC. Studs to be art 318 to 3/4 in. less than assembly height. Top and bottom tacks shad be channel shaped, fabricated from min 25 MSG corosbn-protected steel, nin width to accommodate stud size, with min 1 in. long legs, anached to floor and ceiling with fasteners 24 in. OC ex. Studs cross -braced with stud "Ming at mid -height where necessary for clip attachment. Mn 3/4 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Undassified - Min 12 n. thick, 4 it wide, applied either horizontally or vertically. Wallboard attached to wood studs (Item d) with 1-1/4 in. long steel drywall nails spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 48) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint —pound, Nail or strew heads covered with joint compound. 5A. Plywood Sheathing w OSB - (Not sham)- As an anemate to Item 5, Nominal 12 in. thick or greater plywood or OSS applied horizontally r vertically to woad or steel studs. Vertical joints located over studs. Horizontal joint shad be butted light to form a closed joint Fastened to surds with nails or screws of sufficient length, spaced 12 in. OC. Joins and fastener heads are not required to be treated. Aluminum clips shall be spaced as described n rem 6. 6. Attachment Clips - Aluminum angle, 0.062 in. thick, min 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with minimum one Type S screw 318 in. long to "H'studs and with minimum one Type W screw 1-1/4 in. long to wood framing or steel framing through holes provkled inclip. Clips spaced a max of 10 it OC vertically between wood or steel framing and "Fr studs for separation walls up to 23 it high. For separation wells up to 44 it high, clips spaced as described above for the upper 24 it and the remaining wall are below required dips spaced a max 5It OC vertically between wood or steel framing and "H'studs. 7. Batts and Blankets" - (Optional, now shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pot density, bearing the UL Classification Mariana as to Surface Burning Characteristics endlur Fire Resistance, See Bans 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. me,pse,nnc• as canprya rhame a wows m nos aaMM,e me. na m t,•n aa:we mix waacw w IOennNd Iwve teen mM,ncdam uhaer uL•a rW 1aw11a serNce.Onty chose poduch aeMlrp arc IlL mark flwul4 a conslnarM fo a CeNeea,M cov,rM ah4er UL'a r-alawup SerNce ANnys b,kfa Me Mark an the aaka:l. In. wrmb tlw rcpaMctlm of tlM hmMrltloW,gM4 in she OMIw Cn.) as. be- •r In 1a mek Yard mdh we Thech4de Ihfahhwaax —nlpulka,CmYrucrbm, drswIn,,sysnms, anMa c1I—I terapineal moth be pe,•n4d In ticknnr•ysalM IrrarrMaNadrht hhume,p,ux 4try manllwatlon .L dadla dr, the Lz. — atMemem'Aeprinrea fromarc. cemeraaahaq sorri Mth an. ion man UL'moat apRar agxaM to <xtr.cw4 m.t«m m aaaaah, me rcpwed m,Mrlal hhaM1 MCI We. wPynyrt rwnc• n three rdloMrgrarm.E ro ores uL lac SIGNEDAND STRUCTURAL DRAWING ONLY Ply M. ow d CN t to R _Z � C W m O U = Q Z - ra}3 - x F 0 MWO IL STROCT: DP Q OC CHECK: CC 0 w Joe No. STAR-18410 t s E: AS INDICATED w DATE: Icx 6 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. �L Design No. U336 BXUV.U336 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covedng 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 add— 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 Nonbearng Wall Rating - 2 Hr (Separation Wall, See Items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See Rem 4, 4A) Nonbeadng Wall Rating 2 Hr (Protected Wall, See Rem 4B) Finish Rating - 120 Min. ' Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A SECTION B-B O w o CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 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 inand flange width 1-3/8 in. 3. Gypsum Board' - Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. widds. Vertical edges of panels fiction 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 Nonbeanng Wall). When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7. 4. Woods Studs - Nom 2 by 4 in. max spacing 24 in. OC. studs cross braced at mid -height where necessary for dip attachment Min. 3/4 in. separation between wood framing and fire separation wall. 4A. Steel Studs - (As an alternate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-1/2 inwide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, coil formed, shall be designed in accordance with the curent edition of the Specfwatim for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer and/or Producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks wdh 1/2in. long type S-12 steel screw on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG 10,036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a Sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud framing at mid -height where necessary for clip attachment Min 3/4 in, separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 48. Steel Studs - (As as alternate to Items 4 and 4A, for use in Configuration B only, not shown)- Fort Hr. Nonbeanng Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3 12 in. wide, min 1-1/4 in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be kart 3/8 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, w1h min 1 in, long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs crass -braced with stud framing at mid -height where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 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 dip. 6A. Clip placement (Item 6) for separation walls up to 24 ft high. Space clips a max of 10 ft OC vertically between wood framing and "H" studs. 6B. Clip placement (Item 6) for separation walls up to 44 It high. Space clips as described in Rem 6A for upper 24 R Remaining wall area below requires clips spaced a max 5 R OC vertically between wood framing and "H" studs. 6C. Clip placement (Item 6) for separation walls up to 66 ft high. Space dips as described in Rem 6A fo upper 24 ft. 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 1Od nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Maximum 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 bander. 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 Tl,e aypmmnce a,.«np,rys n,me «proard In t aw,e.m run In aser...«e ism proards ro Ie.duNe tiK lean mam•.cee.e «,ear u•• --p—m. Onlyt—«ae«ea beulrpM Mm 0Mu1 W comaleerM toW arnnaaWcomae uM«DL1r MWpE•Mce. ANay I wow EXPOSED TO FIRE FROM EITHER SIDE r4.nc on the preeucl UL permes V1e r<pamctlm ante maMlal c<dalnee In me OMIm Certlnutl•n arcbry salted to cur fdbwlrN <«,dmns:l. r,e Qua mNrm•Ibn, Assemaws. c•natrudl«n, oe:fsm• •yst<ms, alw« cdsnmums Im••1 must a P••arlNtl m m.lr emrety am m a r,«..daN•ary m.mKy, asr•,s+n1' mad«saI ul.ern 1«arawrroatz. mI sa 1.1I'wmrldae ac.theM c«nff sWI "f—calm p«0MI sacs tA.-mut apmar ap.cedmme earadea material, In aeemm, me mPlmee mahrw mwt mclWe a copyrl9M mtlm In me /dloetrq /orrl,at S 2019 k 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. LL ```��111111111/1J�� `Jlw ° 0°0N0*0° ®°° �CSHOWN ON THIS SHEE PUflI.ISHED BY UL (UNDERWRITE ti r Sy SIGNE�N0 O THE STRUCAL N9 P I THIS DRAW? O .r a _ C%J ° Q Z p 4& O 0 ci °°°M ®a ZJuJ 18 m QJ �F U) Z g Q J J Jf Z �• Z QS Q C V c§ J rp H M �3 ? W z w LU C�"�> a 2 fn M. m C. 60 (7 aD j7 Z� C J LU M ~O u _LU J - <LU Z 0 : 3X - W W 0 SIeTRUCTU—ENO: TH I act CIECK: CC 0 w JOe No. STAR-19410 t AS INDICATED w DATE: totem PW2 �L Design No. U347 BXU V. U 347 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 oonceming aftemate materials and alternate, methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance ratings - ansi/ul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - cardulos101 certified for canada design criteria and allowable variances Design No. U347 March 05, 2018 Nonbearing Wall Rating -2 Hr (SEE ITEMS 5, 5A AND Sal (SEPARATION WALL, SEE ITEMS 1,2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 5 and 5A) Nonbearing Wall Rating 2 Hr (Protected Wall, See items 5A and 58) Finish Rating -120 Min. (See Rem 5) ' Indicates such products shall bear the UL or cUL Cedificaton Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. A L . PROTECTED wMLlS 3 a s s T sEpARAnaN coat, iTa+s CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIOE ONLY se'. .arsarw..v. sw�awm►,awr asmay.s�svrpaw,v Aw CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE X � uunaNw CONFIGURATION D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -bearing, max height - 66 ft - see item 6) 1. Steel Track — Floor, sidewill or top wall track. Nom 2 in. wide channel shaped with nom 1 in, long legs, formed from No. 25 MSG galy steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs — "H" shaped studs formed from No. 25 MSG galy steel having an overall depth of approximately 2 in. and flange width 1-3/8 in. 3. Gypsum Board' —Ttwo layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fit into "h" shaped studs. NATIONAL GYPSUM CO — Types FSW, FSW-B, FSW-7, FSW-9 PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4, 4A and 4B. When Bearing, Load Restricted for Canadian Applications — See Guide BXUV7.) 4. Air Space —Minimum 3/4-in. airspace. 5. Wood Stutls —For Bearing or Nonbearing Wall Rating — Nom 2 by 4 in. max spacing 24 in. OC. Skis cross braced at mid -height where necessary for clip attachment. Min 314 in. separation between wood framing and fire separation wall. Finish rating evaluated for wood skids only. 5A. Steel Studs — (As an aftemate 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) 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 Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load ofthe studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tad¢ with 12 in. long Type S-12 steel screw on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gals 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 crossbmoed with stud framing at midbeight where necessary for dip attachment. Min 3M in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 5B. Steel Studs — (As an alternate to items 5 and 5A, for use in configuration B only, not shown) — For Nonbearing Wall Rating — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-12 in. wide, min 1-1/4 in. flanges and 1/4 in, return, spaced a in" of 24 in OC. Studs to be cut 318 to 314 in. less than assembly height. Top and bottom trails shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. lore legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at mldheight where necessary for clip attachment. Min 314 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 6. Gypsum Board — Classified or Unclassified — Min 12 in. thick 4 ft wide, applied horizontally or vertically. Wallboard attached to wood studs (item 5) with 1-114 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to steel studs (Item 5A or 5B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. Horizontal joints shall be butted tight to form a closed joint. As an option, joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. 6A. Plywood Sheathing or OSB — (not shown) — As an alternate to Rem 6, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted tight tofomn a closed joint. Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum dips shall be spaced as described in Rem 7. 6B. Batts and Blankets' — (not shown) — As an aftemate to Items 6 and 6A, glass fiber or mineral wool insulation, min. 3-12 in. thick placed to completely fill the wood or steel stud cavities. When Batts and Blankets are used in place of items 6 and 6A, the max height is 54 ft and the aluminum clips (Rem 7) shall be spaced a max of 5 It OC vertically. Min 314 in. separation between insulation and area separation wall. See Batts and Blankets (BKNV) category in the Building Materials Directory and Bags and Bankets (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 6B, 4 ft wide panes, applied vertically. Panes attached to wood studs (Item 4) with 1-518 in. long steel drywall screws spaced 16 in. OC. Vertical joins 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 GUIetRock OR-500, GumtftckORr-510, OuietRock OR-525 6D. Gypsum Board' — As an alternate to Item 6 - Min 5/8 in. thick, min. 6 in. wide batten strips, applied on both sides of Steel Studs (Item 2) and horizontal back to back Steel Track (Item 1). Min. 5/8 in. thick, min. 3 in. wide batten strips applied on both sides of single Steel Track (Item 1) at perimeter of assembly. Batten strips secured to studs with 1-1/4 in. long Type S steel screws spaced 12 in. OC. Batten joints shall be butted tight to form a closed joint. As an option, entire sheet of gypsum board may be used in lieu of the battens. Clip placement as in Rem 7, 7A, 7B, or 7C. NATIONAL GYPSUM CO —Type FSW-3, FSW, FSW-6. 7. Aluminum Clips — Aluminum angle, 0.049 in. thick, 2 in. wide with 2 in. and 2-12 in. leis. 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 dip. 7A. Clip placement for separation walls up to 23 It high: Space clips a max of 10 ft OC vertically between wood or steel framing and "H" skids. 7B. Clip placement for separation walls up to 54 ft high: Space clips as described in Rem 6A for upper 24 ft. Remaining wall area below requires dips spaced a max of 5 ft OC vertically between wood or steel framing and "H" studs. 7C. Clip placement for separation walls up to 66 ft high: Space clips as described in Rem 6A for upper 24 It space dips as described in Rem 60 for middle 30 ft. Remaining wall area below requires clips spaced a max of 39 in. OC vertically between wood or steel framing and'"" studs. 8. STC Rating —The STC Rating of the wall assembly is 61 when it is constructed as described by items 1 through 6, except A Item 5, above —Wood Studs —Shall bespaced 16 in. oc. B. Item 6, above —Gypsum Board —Min. weight 1.5 psf. Shall be applied vertically and attached to skitls with 1-1/4 in. long steel drywall screws spaced 16 in. OC. Joints and screwheads shall be covered with paper tape and joint compound. C. Item 7, above —Aluminum Clips —spaced a max of 10 ft OC vertically. D. Batts and Blankets' -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation batts, 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 (items SA, 58), Plywood Sheathing or OSB (Item 5A and Rem 9) and Bats and Blankets (Items 6B) not evaluated as alternatives for obtaining STC rating. 8A. STC Rating — TheSTC Rating of the wall assembly is 69 when R is constructed as described by items 1 through 6, exceptA. Item 5, above — Wood Studs — Shall be spaced 16 in. OC. B. Rem 6C, above — Wall and Partition Facings and Accessories' — Type Ouiefir OR510 panels shall be installed. C. Item 7, above —Aluminum Clips —Spaced a max of 10 ft OC vertically. D. Batts and Blankets' -Tthe cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation battle, min. 1.0 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wallis 23 ft F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 5B), Plywood Sheathing or OSB (Item 6A and Item 10) and Batts and Blankets (Rem 613) not evaluated as aftematives for obtaining STC rating. 88, STC Rating — The STC rating of the wall assembly is 70 when R is constructed as described by items 1 through 7, except: A. Item S. above -Wood Studs -Shall be spaced 16 in. OC. S. Item 6C, above -Wall and Partition Facings and Accessories' -Type GUietROck OR-525 panels shall be installed as described in Rem 5C. C. Item 7, above —Aluminum Clips -spaced a max of 10 ft OC vertically. D. Batts and Blankets' —The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation batts min. 1.0 . See Batts and Blankets BKNV category in the Building Materials Directory and Bats and Pcf. (BKNV) e9 ry n9 rY Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Walls 23ft. F. The STC rating applies to Configuration B only. G. Steel Studs Items 5A 5B Plywood Sheathing or OSB Item 6A and Item 10 and Batts and Blankets Items 6B not 1 ). Ywo 9 ( ) l ) 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 OSS — (Optional) — Min 12 in. thick plywood or OSS applied horizontally or vertically to "H" studs on area separation wall side of Configuration A or Configuration C. Vertical joints located over studs. Fastened to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. Indicates such products shall bear the UL cr cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Tle.ppea...aaa.m W.nem.«praact lumr.a.l.luw a..a -an.en— cow gaauats se ramaMtweI,em mn.I.mrea,naer ua (GloyUp— Orly— praa«.ts ned" me Mmuk emwaa mmamea toa Cerinlaaand<ov«.a under UL•a Pal Veervlc..Al.mp lookMme ALrk m tM praauct. uu permb Ine rc«aeucsan «me m.e4r <mYInM In lie Donne eernlrcanan areckvy.ugeatome anani,q cmhanmm: t. Tor o,Aae k+«nosaR. nip dks, Can Wuctl«u.0eelans, .ptms. coda UNM.tlm. Mke%) muY 4e PemReU M tlek emrerY atl M. nmmlaluJrq mamwr. witl,outarry —nip- arme Ma(«Ynvlh,n.Lr tM .tANr•AeprlmMnomtheonline CeNnWan. Dlreclay yAM Permisabntram IA.'m,ot,ppear.q.camrome eNaataa m—.1.In aaBtlan, lAe rcplmM msarl. must Ir,cluae a calryrlakl notice In Ind fonarArq r«mrt J Cm L W U) U) Q J >J Cl) LL8 F !2 N z F J � �• Z1 y� 8. 9O 7 <3 =� O goo M. N + C V Z dt Z_ C?a � 1�- C m O u Uj °xai - =XCL Z r 1— - W Kw0O a la • 5TRUCTUIL M- TH , ,. s UCT: op a xusac: Cc 0 w JOB No. STAR-19/10 t SCAIE: AS INDICATED w PATE: 1011a23 Y = D PW4 i �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. t Z OO ,0 0, `� Design No. V344 02022 UL LLC SXUV.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 caatuchon. 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 alwaysaddress eve construction nuance encountered in the field. ry When field issues arise, R is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning akemate materials and aftemate methods of constructkn. 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 -amVul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - wn/ulc-s101 certified for canada design criteria and allowable variances Design No. V344 February 04, 2022 Nonbearing Wall Rating - 2-12 Hr (Area Separation Flewall, See Items 1, 2, and 3) Bearing or Nonbearing Wall Rating 2-12 Hr (Protected Wall, See items 4 and 5) Finish Rating - (120 or 150 min, see Rem 5, SA and 58) Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Exposed to Fire from Either Side Side A 1-12' Type G Drywall Laminating Screws tr tr + + L + b Side B 1-1Z Type G Drywall Laminating Screws z- o .- 16 1S 16 Exposed to Fire from Either Side Exposed to Fire from Either Side AREA SEPARATION FIREWALL — (Max Height - 66 ft) 1. Perimeter and intermediate Channels — 2 in. wide channel shaped with nom 1 in. long legs, formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs — Framing members formed from No. 25 galy steel having "H" shaped flanged spaced 48' O.C.; overall depth 2 in. and flange width 1J/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 Gems 4 and S. When Bearing, Load Restricted for Canadian Applications — See Guide BXUV7.) 4, Wood Studs —Bearing or Nonbearing Wall, Nora 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. face panallel a perpendicular to gypsum board (Item No. 3). Studs cross -braced where necessary for dip attachment. Min 3/4 in. separation between wood framing and area separation firewall. 4A. Steel Studs — (As an alternate to Rem 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) gale steel or No. 20 MSG (0.033 in. thick) primed steel, cod formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer ardlor producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long Type S-42 steel screws on both sides of studs or by most! or Dotted connections designed in accordance with the AISI specifications. Top and bottom tracer shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such 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 314 in. separation between steel framing and area separation wall. 4B. Steel Studs — (As an alternate to items 4 and 4A) - For Nonbeanng 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 318 in. to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC. max. Studs cross -braced with stud framing at mid -height where necessary for dip attachment. Min 314 in. separation between steel framing and area separation wall. 4C. Framing Members' — Steel Studs — (As an alternate to hem 4, 4A, and 48) - For Nonbearing Wall. Proprietary channel shaped studs, 3-5/8 in. wide spaced a max of 24 in. OC. Studs supplied with proprietary top and bottom tacks. min width to accommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be cut 314 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 aow braced with stud framing at and -height where necessary for clip attachment. Min 314 in. separation between steel framing and area separation wall. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vipe25 TM CLARKOIETRICH BUILDING SYSTEMS — CD P.TRAK CRACO MFG INC — SmartStud25 TN 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 ft wide, applied either horizontally or vertically. Gypsum board attached to wood studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC or 1 in. long Type W coarse thread steel screws spaced 12 in. OC. Joints may or may not be covered with paper tape and joint compound. When minimum board weight is less than 1.3 Ibs=. Finish Rating is 120 min. When minimum board weight is 1.3 IbsAt2 or greater, Finish Rating is 150 min. 5A. Plywood Sheathing or 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 dosed joint fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Finish Rating is 120 min. When used in addition to Item 5 Finish Rating is 150 minutes. 5B. Batts and Blanket' — As an alternate to Items S. 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 Bats and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies Min 3A in. separation beh— insulation and area separation wall. Finish Rating is 120 min. When used in addition to Item 5 Finish Rating is 150 minutes. 5C. Loose Fill material' — (Optional) — To be used in addition to items 5, SA or 58. any loose fill material bearing the UL Classification Marking for Surface Burning Characteristics, placed to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product. Min 3/4 in. separation between insulation and area separation —11, 5D. Fiber, Sprayed' — (Optional) — To be used in addition to hems 5, SA 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 Ibm 3. Alternate Application Method: the fiber is applied without water or adhesive at a nominal dry density of 3.51bAt3, in accordance with the application instructions supplied with the product. Min 14 in. separation between insulation and area separation. U S GREENFIBER L L C — SANCTURAY, FIRM, INS735, NS745 AND INS75OLD for use with wet or dry application. iNS515LD, INS541 LID, INS5101D, INS765LD AND INS773LD are to be used for dry application only. 6. Aluminum Clips — Aluminum angle, min. 0.063 in. thick, min 2 in. wide with min 2 in. and 2-1/4 in. legs or min. 0.050 in. thick, min. 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with min. No. 8, 314 in. long panhead sharp screws to'H'studs and wood framing through holes provided in dip. 23 ft Height Clip placement (hem 6) for separation firewalls up to 23 ft. high. Start at roof line and space dips a max of 10 ft Limitation OC vertically between wood or steel framing and'H'studs. 44 ft. Height Clip placement (Item 6) for separation firewalls up to 44 ft high. For the upper 24 ft of the wall system, space Limitation the clips 10 ft. OC, and then 5 ft. OC for the remainder of the wall below. 66 ft. Height Clip placement (Item 6) for separation firewalls up to 66 ft. high: For the upper 24 ft of the wall system, space the Limitation clips 10 ft. OC. On the next 20 ft. below space the dips 5 ft. OC, and then 40 in. OC for the remainder of the wall. 7. Laminating Screws — Gypsum boards (Item 3) are secured to each other with 1-12 in. long Type G laminating screws from troth 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 lop screws and bottom C-channels of the assembly. On one side of the wall each row contains 2 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 Hstuds. Refer to Illustration. 8. 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 too 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 too nails spared 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. woad stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. maximum on non -bearing wall partition intersect- per stud cavity. Non -bearing wall rtition stud depth shall be at a minimum equal to the de of the wall. � f4 � � 9. Culking and Sea am s' — (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 barrier. DUPONT DE NEMOURS, INC. — Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro Window& Door ICP ADHESIVES & SEALANTS INC — Handi-Foam Fimblock, Handi-Foam Fireblock West, and Fast Foam Fireblock ' Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 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DP aC CNEa(: CC 0 w .roB No. STAR-18410 2 SGIE: ASINDICATED DATE: 1W&23 D PW5 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, wdtten consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CODESSOV9CIMM IAPM04M E -262 SM E SDWC ROOF TO WALL OR BEAM IINWALLTION SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION N.T.S. t •.1� `•L1 .y `. •��Li7. �1a 1.6L 1. DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. SDVVCI.:7 a[ ogle/doubb bolbm Pate over wood Ibor Bottom pleb (Wadeacemd,d) Subiloor SDWCSIUD°TMTT. NOT USED SDWC15600 at ttouble by pleb (W de ace of stud) N.T.S. Rafter In Top Pleb shown Truss b Top Pbb Smear Optimal 22Y• 30' Yi'MaI SDMI56W Nolc 1. Bhpedlmlatwse lnVbeelopadegbadlldldupa12H2plduand taratmslwral 2.ReloaeedeW4lier dhllhaewdlwa. SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE SINGLE WK ROOF TO WALL OR BEAM INSTALLATION RAGE N T.S. Both Sarews installed i s'. DOUBLE SDWC INSTALL: CONFIGURATION B DOUBLE SDWC INSTALL: CONFIGURATION B N.T.S. Ndc Rdaerlce dead 2e fur beaYlm angle id OPT. SDWC INSTALLATION - TRUSS/RAFTER OFFSET FROM STUD OPT. SDWC INSTALLATION-TRUSSJRA TER OFFSET FROM SM N.T.S. V TRUSS OR RAFTER MIN. 3-i? (2) SDWC 15630 OVERHANG OPT. SDWC INSTALLATION°TRUSSIRAFTER OFFSET FROM STUD N.T.S. sagas WC6 1MyMSSCVO aaardaapar AYd YtwnuatwL I'— SGWC161BDdel sDAC16tIW ad dr--b- (Z)SDWC (3)SDWCfAaM—d2SDWCpaddeda14 Mkb Feo.efft4 N oftSbdbedbnPabaloesMderbWWWimadrier. SDWC EDGE DISTANCE AND SPACING INFORMATION SDWC EDGE DISTANCE AND SPACING INFORMATION N.T.S. GABLE RAFTER TO TOP PLATE SHOWN END (TRUSS TO TOP PLATE SIMILAR) TRUSS SCREW TO BE INSTALLED INTO THE CENTER OF THE GABLE END BOTTOM CHORD 3�M lrr MIN DO NOT ®INSTALL SDW( N HATCHED AREA SOWC15600 1 1.W4'7/1' M MAX OVERHANG NOTE SLOPED -ROOF RAFTERS MAYBE SLOPED UP TO AND INCLUDING A 12:12 PITCH AND MUST BE'SIRDSMOUTH' CUT. p� OPT. SDWC INSTALLATION RANGE 3'=1'N7 CONFIGURATION 8 (TRUSS OFFSET WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER. BOTH SCREWS INSTALLED VERTICALLY 35' INTO THE CENTER OF THE TRUSSIRAFTER FROM THE UNDERSIDE OF TOP PLATE, 12" TO 1' FROM OPPOSITE EDGES OF THE TOP PLATE. I I I � 3/4' 2 114" 3/4' S 1W O6eath-mh InIM aP plb Oplima122y' apkef ru alke, 30° 1(r � TT upper lndal le Ahem EdgeOYYoetlBpI.011atfYpMaeY Raw 13 SDWC SCREW TO STUD - NARROW FACE 3'=1'-0' m tan edge Rafe, err T diruss dstance fa NII values (wah or Splice may be M upper bwar plate without. Pate Splice) Offset Y" hom top plate Splice for fUl values SDWC MIN. EDGE DISTANCE FOR TOP PLATE. SPLICE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE N.T.S. oPliaal2215' 1m 0' 1_13W WVVM510D d9ldbOaNOTIPRMa WAOReadISMIl Nolc 9d bda8a tP peals Shaw 9db�daNatEle brown peers war woodloatllr�. SDWC STLO-TO-TOPMTMM PLATES CONNECTION SDWC STUD°TO°TOPMOTTOM PLATES CONNECTION N.T.S. METAL INSTALLATION GUIDE TOOL INSTALLATION GUIDE CHANNEL Meet - bShaIpN11M SONCbapa9efalhYdtllrbrader, era Sbp2-W11e laabeipbdMthe SDWC.'dW'taba "" head YdPto9" draw 10 eras tlPbtld YNYWn algla d 22b'. The laalatan ata ngle upe la IONW(neda101111e}0nw MYrlarmrapele _ 111rgM meal elalelaeon gulftWinsybe..mnei SAP 3 - dM to SDWC udl M heal d f a Yhaur a fldy mutates* Fb tlr daNe lop Pate. Val IllatV.e eft dlatt dtlabamerIs ltaaled tab■woad non ber. SDWC INSTALLATION INSTRUCTIONS (ROOF TO WALL) SDWC ISTALLATION INSTRUCTIONS (ROOF TO WAU:W N.T.S. Pressure treated sip Optimal 22Y2• SONCI6161 d 9t PYb OaSwdon RiaBbdE-Oala (WMeFawdSb4 Mob 9 pleb aTdv b laadaon rr ahaae tar daffy. SDWC STUD -TO -SILL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION NOTES 1. STRONGORIIVE STRUCTURAL WOOD SCREWS FOR TRUSSARAFTER, SRID-TO-PLATE, AND FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARI® BY'SIPSON STRONG -TIE COMPANY, INC_• HOLE OFFICE: 526• W. LAS POSITAB BLVD, PLEASANTON, CA 94M TEL (800) S SO FAX PM 647-1697.'SMIP80N STRONG-TE COMPANY, NG' IS AN 190 9001 REGISTERED COMPANY. 2. USEOFTHIS PRODUCT 15 SUBJECT TOTFEAPPRONAL OF THE LOCAL BULDNN DEPARTMENT L THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE sTFlucTuRE. DESIGN OF THE BUILDINGS MAN YAM FORCE RESISRNG SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND. IS THE RESPON/BBLIrlY OF THE SPECIFIER. 4. EON*r:RGFREDGRDBPERMR�MO TGDFYDErALSFORSPECLICCONDrrXM. & THE CONTRACTOR SHALL VERIFYALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO NSTALLATION OFANY STRONG-ORNE SCREWS FOR THE WIND UPLIFT RESISTRD SYSTEM F ANY DISCREPANCIES ARE FOUND. THEY SWILL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. ONLY COMMON HEEL TRUSSES W/ A MN 3-12. OVERHAM CAN 113E THESE SCREWS. RAISED HEELITAL BEARING. ETC. MUST USE COMMON, METAL TRUSS CONNECTORS PER CONNECTER SCHEDULE 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWW(S. THE PERFORMANCE OF MODIFIED PRODUCTS ORALTERED INSTALLATION PROCLDURESA E THE SOLE RESPOISBLrrY OFTHE FRAMENGIGEQNALCONTRACTOR CONTACr FOR IF INSTALLATION INSMUCDONSARE NOT FOLLOWED. 7. SI PSON STRONG -TIE COMPANY. NC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS. DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. A ALL NWtDWARE GILLED OUT B SIMPSON STRONG-TIE. 9. DOUBLE TOP PLATES SHALL BE FASTENED PER DETAL WF071SD2 taCOHIRACTOR LAY USE SWOON WNC16600 SCREWS ONLY FOLLOWING CONFOURAT10N W OR (B) THIS SHEET N LIEU OF SWOON H10AOR SNPSON H2.6 FOR COMMON OR JACK MOSES W HEI E UPLIFT DOES NOT DIC® (1195 be) FOR DROP OR (1046 ter) FORSPFNF. N.T.S. M 1111 R M. d N_ _ + O Z � " 7 J UJI M 0 u X 0 CO = Q CO =ao 0 - 1.- zWo ENS: TH S s1RIKT: OP >� aC CHE_ CC O w AJB No. STAR-18Nt0 T AS INDICATED ul DATE: 10/1525 N.T.S. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SDWC SDWC/F STRUCTURAL ASSEMBLY N.T.S. 11.8 IW IP r 2irlil 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. t.c Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. 1 SDWF-TUW INSTALLATION AND PRODUCT INFORMATION 7 N.T.S. NOTES 1. STRONG-DRfVE STRUCTURAL WOOD SCREWS FOR TRUSSIRAFTER, STUD-TO•PLATE, AND OP FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY 51MPSON STRONG-Tlf COMPANY, INC.' HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL ($W) 999.5099, FAX (925) $47-1597. 51MPSON STRONG -TIE COMPANY, INC.' IS AN ISO 9D01 REGISTERED COMPANY. 5 U 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. w a CODES. SDWF: IOC -ES ESR3046 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE z p,• gDWF 4 1Sm W. I STRUCTURE DESIGN OF THE BUILDINGS MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD z •wWdryd pprY+� jcON PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER a ffi yrlpleb UPPef 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 o sIl> STRONG -DRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE w ••••• FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO �� e � �� CONSTRUCTION. 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE i O • •,, `` �_ PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE v CD W J RESPONSIBILITY OF THE SPECIFIER ..� (V ! C 7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, - " O) Blodag or FrjmJly; k®t AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANCES. I� Wow SDWF model number per 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE detail 6 nriTSINGLE BOTTOM PLATESilo 4 9— LowarAdlop pWspliCedwn EM DWArO Note: Studs, floorjoist, bbddng and stud-li plate comections not shown for clarity. TYPICAL SDWF-TUW INSTALLATION / N.T.S. Note: Shd-b-plate connections are T7 1' Mmamm requhed to corrnplets the bad path and are not shown for clarity. 096.4. Studs, Post and blc per Designer Double SDWF shown (Single SDVVFTUW si nilaii) SDWF-TUW CONCENTRATED LOAD RESTRAINT AT OWIIWUS 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 flat tt points toward the outside of the wat- 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2Y2" Simpson Strong -Tie Strong -Drive SD screws (provided). I- �1 � 11 OFFSErFROM Model No Allowable Joist Depth Below (in.) Single Bott. Plate Double Bott. Plate Min. Max. Min. Max. SDWF2716-TUW 8-1/2 10-1/2 6-7/8 9 SDWF2720-TUW 12-1/2 14-1/2 10-7/8 13 SDWF2724-TUW 16-1/2 18-1/2 14-7/8 17 SDWF2726-TUW 18-1/2 20-1/2 16-7/8 19 1. Jost depth listed based on the %4 suWbor and 3" of t lead penefraation into double top plates- 2 See L-FSDWFALTHT letter for 11 Ya",1134s , and 16"joist depths. SDWF ANGLE LIMIT INSTALLATION & ALLOWABLE JST. DEPTH N.T.S. Note. Sti/d to -plate corrections are requinx complete the bad path a are not shown for clarity. Double SDWF shoe (Single SDWF-TUW s! SDWF-TUW CONCENTRATED LOAD RESTRNNT AT CORNER 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrive! N.T.S. 5. Check to ensure the proper engagement of the TUW tabs to the SDWF screw shank using the screw depth guide (provided). The measured gap shall be no greater than %2'• and no less to V32". SDWF-TUW U.S. PATENT 8,276.323 The Strong -Drive SDWF is sold as a kit that includes: (25) SDWF wood screws (25) TUW take-up washers (100) #9 x 2)J7 Strong -Drive SO structural -connector screws S/Q hex driver bit Yi hex driver bit Screw depth guide to ensure proper SDWF engagement with TUW w J H W W pT a +O ~ F W � �• LL =I O� o� s v o 0 H3 m zt 0 sTRUCT _ oP a acl�ac cc 0 w JOB W. STAR-18010 i SCALE: AS INgC M wwre: raivn SDWF COPYRIGFIT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WALL SHEATHING PER WF10/SD4 2x WALL FRAMING PER PLAN OR SOLID (2) ROWS 0.14Wx 3' COLUMN AT PANEL L PANEL SPLICE W/ NAILS T 3' O.C. SPLICE LOCATIONS MAX 1/8' GAP PANEL TO PANEL BETWEEN PANELS (1) ROWS 0.148'x3' — �. COLUMN PLIES NAILED NAILS Q 3' O.C. EACH PER WF08/SD2 I FACED CORNER AS _ (2) ROWS 0.148'x 3- DRAWN. ALTERNATE NAILS @ 3' O.C. EACH ROWS AS REQUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRAWN. ALTERNATE ROWS AS REQUIRED I I I I NOT TO CROSS NAIL `— NAILING PER WALL SHEATHING WF10/SD4 AND NAILING PER PLAN VERTICAL PANEL SPLICE DETAIL ALONG WAL WTS. WALL SHEATHING PER WF10/SD4 (2) ROWS 0.148'x 3' TOP PLATE NAILING a rL TOP It SPLICE C PANEL SPLICE W/ NAILS U 3' O.C. SPLICE LOCATIONS MAX 1/0' GAP PANEL TO PANEL PER W107/SD2 1,_W MIN. BETWEEN PANELS A DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE SIDE OF PANENLNSPLICELS EITHER � (2) 0,148 W WALL SHEATHING WALL SHEATHING PER SHALL RUN CONT. WFIGISD4 WALL SHEATHING WALL SHEATHING PER FROM EACH WALL SHALL RUN CONT. WF10/SD4 FROM EACH WALL FACE TO CORNER. (1) ROWS 0.148'x 3' MAX. 10 GAP NAILS @ 3' O.C. EACH FACE TO CORNER. (2) ROWS 0.148'1W BETWEEN SHEATHING FACED CORNERAS MAX. lAr GAP NAILS Q 3' O.C. EACH DRAWN. ALTERNATE BETWEEN SHEATHING FACE OF CORNER AS ROWS AS REQUIRED DRAWN. ALTERNATE NOT TO CROSS NAIL ROWS AS REQUIRED NOT TO CROSS NAIL NOT USED VPO VERTICAL PANEL SPLICE DETAIL VPO VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. m i INSTALL FIELD INSTALLED TO PER WF07/SD2 .. NSTALL DTO INSTALLED TOP PLATE (2)0.148" x 3" 3" O.C. PER WF071SD2 >e 48' PAST SPLICE T EACH WAY A MAX. A L LNG SHALL RUN CONT. SHALLRUN C FROM EACH WALL FACE TO CORNER. B B INSTALL FIELD MAX' IM' GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WF07/ NPO TOP PLATE DETAIL AT CORNER N T.S. NOT USED (2)0.148"x TNAILS (2) 0.148- x 3- NAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD @ CORNER STUD @ CORNER FRAM ING BELOW FRAMING BELOW NOTE: SHEATHING NOT SHOWN SECTION A -A INSTALL FIELD INSTALLED TOP PLATE PER WF07/SD2 t_]�jNOTE: SHEATHING NOTSHOWTI HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H2x6 (2)2x6 p2 SYP H4x8 3.5'k5.5"AFP 1.8E SHORT SPAN HEADER 1-12x8 (2)2x802 SYP H4.6 3.5.5.5"AFP 1.6E SHORT SPAN HEADER HD110 (2)2x10/2 SYP H4x10 35"S' AFP I.BE SHORT SPAN HEADER H2x12 (2)2x12 02 SYP 11400 1 6E SHORT 3S`x9.5-AFSPAN HEADERP 1. WHERE SYP 02 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.8E SHORTSPAN HEADERS MAYBE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 1600000 psi. FB =1500 psi, FV =175 psi. FC-PERP = 650 P®. 3. AFP 1.6 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES & CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. 2x WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WPOI THIS SHEET) TOP PLATE SPLICE / ATTACHMENT DETAIL N T.S. SHOP -ASSEMBLED PANEL NOTES: PANELS ARE PRE -ASSEMBLED' IN THE SHOP FROM INFORMATION SPECIFIED ON PLANS SEALED BY THE ENGINEER OF RECORD, AND ARE NOT INTENDED TO BE AN ENGINEERED PRODUCT. MATERIALS SIZES AND GRADES, DIMENSIONS, CONNECTIONS, FASTENINGS, ETC. ARE ALL AS SPECIFIED BY ENGINEER OF RECORD FOR THE STRUCTURE. THE ONLY DEVIATIONS FROM PLANS SEALED BY THE ENGINEER OF RECORD ARE SHOWN ON DETAIL SHEET WP1. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED WALL PANEL W/ (2) 0.148'x 3' NAILS 0 8- O.C. (FOLLOW NAILING REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) 2x TOP PLATE PER PLAN (TYP) ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 0.148' x 3-1/4' NAILS (TOE OR END NAILED) I 1 iili// ```Xt%%1!! 61 • pG C%% � I Q �e �111l1� s i Z CZ 0 G 4 F !rc < w R `a S= LL W J y Q $ �. w Q w g � Q o of J W� :�W �i N z C'w r F �7 m ON Z 0 r3=El F 0)� O ! o 1111 J � =<Z - w O O U :3X 2 Q w w J O UU}, oWQ a W0)F STRUCT: OP CL CHELx: CC O w x1e No. STAR-18410 i SCALE: AS INDICATED w DATE: IW1623 a U WP1 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. MIN. (3) 2z SYPk2 - STUDS REDID @ END OF LANDING VW MIN. (6) 0.162' z 312 NAILS • FROM (2)2xl2 SYPk2 HEADER TO BUILT-UP STUD COLUMN STANDARD (3)2X12 SYPk2 STRINGERS W? $IMPSON A35 / A34 CUP TO FLOOR SYSTEM 8 LANDING FRAMING (2) 2.12 SYF12 BEAM MID SPAN BLOCKING PER SCHEDULE REQO TO MATCH JOIST END OF LANDING jj�DEPTH W/ (3) 0.148 x 3` FOR STRINGERS TO TOE -!AILS EACH END CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMNS - SELOW OR ALTERNATE HANGER @ RIGHT OF THIS 1. SEE TABLE FOR MAX. DETAIL WIDTH OF LANDING A -A PLAN VIEW @ 90 DEGREE TURN LANDING MIN. (3) 2x SYP R2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING No .( END OF LANDING REMIN. W1 MI (8) .162' x312' SEE PLAN FOR DEPTH NAILS FROM (2)2x12 SYP HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)b12 SYPk2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210.21HUC210.2 W/ (18) 0.162' x 31Q' NAIL TO LEDGER/SUPPORT AND (10)0,148' x 3"NAILS TO (2)2c12 SYPk2 HEADER MASONRY: HU210-2muC210.2 W/ (18) 1/4'x3-1/4' TAPCONS TO CMU AND (1 0) 0.14E x 3" NALS TO (2)202 SYPk2 HEADER STANDARD (3) 2X12 SYP 82 STRINGERS W/ SIMPSON A34 / A35 CUP TO FLOOR SYSTEM & LANDING FRAMING STANDARD (3) 2X72 STRINGERSW/ SIMPSON A34 CUP TO FLOOR SYSTEM LINE UP 2zJOIST IN E MIN. LINE WITH MIDDLE 2.12 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2z8 SYP02 JOISTS @ LANDING @ IS-O.C. W/SIMPSON A35 OR LUS26 HANGER ON EACH SIDE i I'M, N. 2.6 SYPk2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER W (3) Al 0.162. x 3-112' NAILS @ 16' O.C. MAX TO EACH STUD. (2) 1/4" x 3-1/4" TAPCONS @ 16" WAC. MAX. FOR MASONRY STAIR WINDER DETAIL �- 3/4' PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MIN, 2x8 SYPA LEDGER (P.T. ATTACHING T( MASONRY WA - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.14E x 3' TOE -JAILS EACH END SIMPSON A35 CONNECTIONS - SEE PLAN FOR MASONRY WALL OR WOOD WALL MASONRY WAL FRAME WALL B 401112 MIN. 2Xfi SYPk2 JOIST (P.T. IF SCHEDULE REQ'D ®END OF ATTACHING TO MASONRY LANDING FOR STRINGERS MIN. 2x8 SYPk2 JOISTS WALL) CONT. LEDGER w/ (3) LANDING @ 1EO.C. 0.162" x 3-Irr NAILS @ 16' O.C. CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR MAX. TO EACH STUD. ((2) DIRECTLY ON BUILT UP LUS26 HANGER ON 1/4Y311C TAPCONS @ 1E O.C. COLUMNS BELOW OR EACH SIDE MAX. FOR MASONRY WALL) ALTERNATE HANGER @ 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/0.131'4-1/2' NAILS @ 3" O.C. TOP AND A � � STRINGER BOTTOM CHORD TO LANCING SEE ARCHS. FOR MAX. FLOOR SYSTEM PER RISE OF STEPS AND FRAMING PLAN TYP. MIN. TREAD DEPTH PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL 12)2xl2 SYP82 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC21G-2 W/ (18) 0.162" x 3-10 NAILS TO LEDGERSUPPORT AND (10) 0.148' x 3' NAILS TO (2)2x12 SYPk2 HEADER MASONRY: HU210-2MUC210-2 W/ (18) 1/4'0-1/4' TAPCONS TO CMU AND (10) 0.14E x 3" NAILS TO (2)2x12 SYPk2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYPk2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) 0.148' x 3-1/4' NAILS @ 16'O.C. (3) 0.162" x 3-12' TOE -NAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER 7"� WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 202 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE @MIDSPAN A SUPPORT A INFORMATION. A34 @ EA. STRINGER TO LANDING 2. JOIST (P.T. IF 2x ATTACHED TO ATTACHING TO MASONRY STRINGER (2) 202 SYPk2 BEAM WALL) CONT LEDGER./ III PER SCHEDULE@END (3) 0.162' x 31R'MAILS@ II II I I I OF LANDING FOR 16' O.C. MAX. TO EACH Z112STRINGERSONE STRINGERSTO STUD. ON EACH SIDE AND I 1 I I CONNECT TO. BEAM TAPCONS @ 16' O.C. ONE @MIDSPAN I I I I TO BEAR DIRECTLY ON MAX. FOR MASONRY I I I I BUILT UP COLUMN BELOW. WALL) A35 CONNECTION 11 1 BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM 1k2 SYP) JOISTS (42 SYP) MAX WIDTH OF LANDING 17.0' OR LESS (2) 2x12 I 2xe NOTE 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDRK)N OF THE FBC. 2. (2)2x12 SYPk2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN, SIZE OF INSIDE BEAM. NNL (2)PLY BEAM TOGETHER USING (3) 0.148' x 1NAILS AT E O.C. 3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. WOOD OR MASONRY WALL BEE PLAN FOR 2x8 P.T. SPF 92 (MIN.) LET-N MORE INFO FASTEN TO SUB USING MIN. (6)1a'x3-114' EVENLY MIN. (3) 2x4 SYP 02 COLUMN 2%JOIST PER SPACED TAPCONS @MIN. SCHEDULE END DISTANCE OF 1-12" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO 2x4 CONT. TOP PLATE ATTACH TOP PUTS TO 2.4 k2 SPF STUDS @ SEE'C. PLAN -,F3.J-4 I I STUDS W/ (2) 0.162' x 312" 3 " 2%4 CONT. TOP PLATE 24' O.C. MAX. 4' ABOVE FLOOR TOE -NAILS (ATTACH TOP PLATE TO 214 12 SPF STUDS @ 24" STUDS WI (2) 0.162" x 312' lt z 1 O.C. W/ (2) 0.14E x 3-1 W TOENAILS 2x6 VERTICAL @ V T NOTCH SILL PLATE I TOE -NAILS BOTTOM O.C. MIN. AND ®ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) I NOTCH SILL AND 2,4 12 SPF STUDS @ 24' OPENING. VW1N 0,148' x 3' NAILS @ 4' PLYWOOD FLOORING O.C. EVERY OTHER HANDRAIL KNEEWALL O.C.(NOTCHED 2x6 ® I TO ALLOW VERTICAL STUD TOBE ATTACHED 2x L-BRACE W/0.148" % VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR TO (JOIST BELOW 31/4"NAILS@4'O.C. FACE OF(JOIST SHEATHING TO (OTHERWISE ATTACH ACCOMMODATE h W1(2) 0.14E x 3-U4 2X6 VERTICAL TOE -NAILS @ BOTTOM) LN�ATTACH 2x6 VERTICAL AND TO IJOIST WN (3) Y." x 3 L-BRACE @ 6'-0" O.C. B SDS WOOD SCREWS 2x4 SILL PLATE W` (2) SECTION X-X @ ANY OPENING EQUALLY 0.162" %31lI TOE -NAILS 2z4 CONT. TOP PLATE I . CONT. BRACE 80.14E ATTACH TOP PLATE TO }!' -M-} 4 IJOIST TO OUTSIDE z 3NAILS @ 4' O.C. TO STUDS W/ (2) 0.187 x 31? FACE OF JOIST xS FLOOR SHEATHING TOE -NAILS 2,111 SPF STUDS @ 24' DOUBLE I JOIST PARALLEL TO FLOOR ATTACH 2z4 TO IJOIST O.C. W/(2) 0.14E x 31W x.T.s. W/121 Y.'x3"SDS TOE -NAILS BOTTOM 3x7' SCREWS EQUALLY SLICE CUT PLYWOOD 2.4 CONT. TOP PLATE SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO }� SEE ARCH PLAN IN (JOIST STUDS W/(2) 0.162'z 31lI MAX.4'-0"ABOVE FLOOR 2z4 i2 SPF SILL PLATE TOE -JAILS X l % 8' W DE WEB STIFFENER @ 4E O.C. W/ (2) 0.14E x 3' NAILS 2z4 k2 SPF STUDS 24' PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) @4'O.C. O.C. W/(2)DA48"x31/4" l 2,4 SILL PLATE WI(2) ROWS OF 0.148"x3" TOE -NAILS BOTTOM I 0.146" x 3" NAILS @ C NAILS @ 3" O.C. NOTE: I O.C. (NOTCHED @ 2.6 STIFFNER TO BE (2) SIMPSON STRAP (1 EA. SIDE OF STRAPEAL SIDE NOTCH SILL AND VERTICAL LOCATIONS). FLUSH w/OUTSIDE OF STUD) EVERY 4E O.C. PLYWOOD FLOORING TO AL WVERTICAL BOTTOM CHORD FLOOR BEAM CONDITION TO FLOOR BEAM SEE FACE OF IJOIIST PLAN 2Xfi VERTICAL AND ATTACH 2Xfi VERTICAL L-BRACE @ 6'-0" O.C. & TO (JOIST WI (3) Y.' z 3' @ ANY OPENING ST02 SECTION @ HANDRAIL W/ EQUALLY SCREWS 2V WOIST SEE PUN FLOOR BEAM CONN. IN SPAST TO NTE OUTSIDE (JOIST TO OUTSIDE SCALE-- 3W-1,-0. FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS FLOOR RIMBOARD J 2X6 92 SPF JOISTS @ IT O.C. W/ (3) 0.162' x SAO" END NAILS FROM RIM JOIST TO JOISTS W/ 2Xfi MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST04 ELEVATOR TEMP. FLOOR FLOOR SYSTEM PARTY WALL OR CONTRACTOR TO ELEVATOR WALL SEE CONSTRUCT PANELS PLAN TO SLIDE INTO THE ELEVATOR SHAFT MIN.7/1E SHEATHING W/ THRU DOOR OPENING, 1 3 2 WIDTHS MAY VARY. RSRS-01 (0.131 "x2S/6") PANELS 1 AND 2 TO BE RING SHANK NAILS as- INSTALLED AND O.C. ON EDGE AND 12' SHIFTED OUT TO O.C. IN FIELD ALLOW FOR PANEL 3 ATTACH PLATFORM TO (WHICH IS LONGER) TO BE INSTALLED LAST LEDGER W/114"X31? SDS SCREWS @ 12' O.C. ON ANGLE TYP. PLATFORM LAYOUT AND WILL AID LOCKING EVERYTHING TOGETHER. MID SPAN BLOCKING W/(2) 0148"x 31/4'TOE AILS 2X6 92 SPF CONT. LEDGER W/ (2)1312" SDS SCRE 2X6 k2 SPF RIM BOARD 16.0MAX INTO STUDS OR FLOOR W/ (3) 0.167 z 31?NAILS SYSTEM TYP. EACH 8 INTO JOISTS END UNDER PLATFORM 2Xfi 92 SPF @ IT O.C. SCALE: 3W -1'd MIN. 7/1E SHEATHING W/ RSRS-01 (0.131-,2-M-) RING SHANK NAILS @ 6' O.C. ON EDGE AND 12' O.C. IN FIELD 2X6k2 SPF CONT. - LEDGER WI (2)1a" X 31 r SDS SCREWS @ RIMBOARD 16.0.C. MAX INTO STUDS OR FLOOR 2X6k2 SPF JOISTS @ 12' SYSTEM TYP. EACH O.C. W/ (3) 0.162' x 312' END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING M. SEE PLAN FOR ADDTIONAL BEARING WALL INFORMATION ST05 ELEVATOR TEMP. FLOOR SCALE: 3W -1'-0' MIN 7/16' FLOOR _PLATFORM DETAIL SHEATHING PARTY WALL OR ELEVATOR WALL SEE PLAN ATTACH PLATFORM TO LEDGER W/ 1 /4' X 3-IW SDS SCREWS @ 12' O.C. ON ANGLE TYP. MID SPAN BLOCKING W/ (2) 0.14E x SAW 2X6k2 SPF RIM BOARD W/(3) 0.162z SAO' NAILS INTO JOISTS 2Xfi i2 SPF @12"0C. MIN 711E FLOOR pLATFORM DETAIL SHEATHING N 0 i r N i J i Q 8+ � _ O SIN' � ■ �� � i ■ 1 O p STRUCTURALENG: TH ORAFTNG: STRUCT: DP � OC CHECK: CC w JOB No. STAR-18410 t SCAIE: AS INDICATED w DATE: a 10`16Z 'I ST 1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. 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