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HomeMy WebLinkAbout6226-6256 Calle Ochoa St(Tyson Towns Building 2, Lots 10-14) May 30, 2023 Revise patio slab from 8'-0" to 4'-0" per request. All changes are clouded and marked with a Delta 1. T1, FL 0.1.110, FL 1A 1, FL 1A IA, FL 4.11, FL 551A 1, FL 6A 1, FL 0.1.1, FL 1.2, FL 1.2,1, FL 4,2- FL 6.2, FL 01, FL 11, FL 1.1.1. FL 4,1 , FL 6.1— FL 0.1.7 1 1, FL 1.8, FL 1.3.1, FL 4.8, FL 6.8, FL 0.1.11, FL 1. 12, FL 1, 12. 1, FL 4, 12, FI-5.12, FL & 12, AO, 1 . All, 1 ; A5. 1,2, S 1. S2, & 2.1 DESCRIPTION: L0T(S)10-14 TYSON TOWNHOMES, ACCORDING TO SEC. 2, TWP. 26 S, RNG 21 E. THE PLAT THEREOF, RECORDED IN PLAT BOOK PAGE(S)_ OF SITE PLAN PASCO COUNTY, FLORIDA THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. (NOT A SURVEY) (TYSON TOWNHOMES) Tkic CITC PI AKI Prvnxcli f-, on.i r—tifi—i Tn- CURVE RADIUS C5 30.00 C 15 49.00 C 16 49.00 C 17 49.00 EX 102.96' LEGEND: PROPOSED DR/ (00.00) = PROPOSED GRADE E-00.00 = EXISTING GRADE * = 10.00' UTILITY EASEMEI NOTES: LOT GRADING TYPE =N/A PROPOSED PAD ELEVATION FRONT SET BACK = 20' SIDE SET BACK = 10' REAR SETBACK = 15' LOT =_ LIVING AREA = ENTRY = GARAGE _ COVERED LANAI = PATIO = POOL AREA = CONC. DRIVE - A/C & CONC PAD =_ SIDEWALK = SIDE YARD SWALE - CONSERVATION AREA = LOT OCCUPIED = AREA TO IRRIGATE _ PROPOSED: 10' UTILITY /lLL CLC Vl I I1_J1V> IICr CIlC1VLC✓ TOTINOLRTH AMERI MINIMUM FLOOR ELEVATIONS: *_ & SIDEWALK V 0CAN 1988 LIVING AREA: 101.77' �� EASEMENT (NAVD 88) GARAGE AREA: ELEVATIONS REFERENCED TO ` =WATER NORTH AMERICAN VERTICAL METERS PROPOSED ELEVATIONS AND GRADING DATUM OF 1988 SHOWN HEREON ARE TAKEN FORM THE APPARENT FLOOD HAZARD ZONE: W COMMUNITY NO. 120235 ENGINEERING PLANS OF (MAP NUMBER 12 10 1 C-0452-F) EFFECTIVE DATE: 09/26/2014 "CLINTON CORNER SUBDIVISION", PREPARED APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY NO. 120235 BY BEACON CIVIL ENGINEERING PROVIDED SURVEY ABBREVATIONS (MAP NUMBER 12 10 1 C-0456-F) EFFECTIVE DATE: 09/26/2014 BY CLIENT A) - ARC LENGTH (D) = DEED INV = INVERT PC - POINT OF CURVE (R) = RECORD LEGEND VINYL FENCE /VC -AIR CONDITIONER AF -ALUMINUM FENCE D.E= DRAINAGE EASEMENT LB =LICENSED BUISNESS PCC = POINT OF COMPOUND CURVE RNG = RANGE :} j %:p': +'f^r#;�+`� = CONC BFE = BASE FLOOD ELEVATION BM = BENCH MARK EL OR ELEV -ELEVATION EDP = EDGE OF PAVEMENT L.E LANDSCAPE EASEMENT LFE = LOWEST FLOOR ELEVATION PCP =PERMANENT CONTROL POINT P/E = POOL EQUIPMENT RRS - RAIL ROAD SPIKE R/W = RIGHT OF WAY WOOD FENCE C = CURVE ESMT -EASEMENT LS =LICENSED SURVEYOR PG =PAGE SEC =SECTION ' = ASPHALT - (C) - CALCULATED F/C = FENCE CORNER (M) = MEASURED PI = POINT OF INTERSECTION SN&D = SET NAIL AND DISK E - CENTERUNE FCM = FOUND CONCRETE MES = MITERED END SECTION PK =PARKER KALON LB#8183 CHAIN LINK FENCE CLF - CHAIN LINK FENCE MONUMENT NCF = NO CORNER FOUND 4 = PROPERTY LINE SIR = SET 1/2" IRON ROD LB# 8183 CMP = CORRUGATED METAL PIP FIP = FOUND IRON PIPE O/A = OVERALL POB - POINT OF BEGINNING TBM = TEMPORARY BENCH MARK = BRICK X X COL -COLUMN FIR = FOUND IRON ROD OHW = OVERHEAD WIRES ll POC = POINT OF COMMENCTMENT TOB - TOP OF BANK CONC = CONCRETE FN&D = FOUND NAIL & DISK O.R. = OFFICIAL RECORDS POL = POINT ON LINE TWP = TOWNSHIP ALUMINUM FENCE C/S = CONCRETE SLAB FOP = FOUND OPEN PIPE (P) = PLAT PRC = POINT OF REVERSE CURVE U.E - UTILITY EASEMENT ®= COVERED �\ CST - CLEAR SIGHT TRIANGLE FPP = FOUND PINCHED PIPE PB = PLAT BOOK PRM = PERMANENT REFERENCE MONUMENJ VF = VINYL FENCE JOB #6265 SURVEYOR'S NOTES: 1.) Current title information on the subject property had not been SURVEYOR'S CERTIFICATE This certifies that skP h of the hereon described 1708 Water Oak Drive EE Tar on S rin s, Florida �PSS " e s Date of Plan:1-30-23 furnished to Initial Point Land Surveying, LLC. at the time of this SITE PLAN property w�t.�tti!I ,� � �1aKSupervision and Phone: (727) 831-1990 GPI.W GA.E. z WG:L10-14 TSYON TH-SITE 2. This sketch was prepared without the benefit of a title search. p p No instruments of record reflecting ownership, easements or meets t h' ier4�A d�gf Practice for s ey and of L nd S IF _ 1 ¢ nea FloridaPLS7123@gmail.com , ,� P.,.s T,P i SE 2 RG I.W. G.I.E. O LB# 8183 a File: rights -of -way were furnished to the undersigned, unless otherwise shown hereon. 3 I �voisVa ' iAgk}ale Section 4 J� `i�j�T date y Drawn by: DJB 3.) Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 4.) This SITE PLAN does not reflect nor determine ownership. ur ant o Ida' p naatl, ` D�te'02-105.24 05: ��4,00,REVISIONS ,,yy p`�= �i� Checked byJH 5.) This SITE PLAN is subject to matters shown on the Plat of �+ FLORIDA 'TYSON TOWNHOMES" M. C?Ilt e Jeff M..�/f 6.) Dimensions shown hereon are in feet and decimal portions FLORID OR AND Q thereof. MAPPER Nd!1� 3 7.) Contractor and owner are to verify all setbacks, building NOT VALID WITHOUT THE ORIGINAL dimensions, and layout shown hereon prior to any construction, and immediately advise Initial Point Land Surveying, LLC. of any SIGNATURE AND SEAL OF A FLORIDA deviation from information shown hereon. Failure to do so will be LICENSED SURVEYOR AND MAPPER Initial Point Land Surveying, LLC. at user's sole risk. r� rl\v 0 a , INDEX GENERAL NOTES: LOT 38 - PULSAR 'NR' 9 - PLEX BUILDING - A FL0.1.10 SLAB PLAN'M 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE BUILDER FOR FL 1.11 FLOOR PLAN' A 0:1.1 SLAB PERIMETER PLAN 9-PLEX A o.12 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 PLAN 9-PLEX THE BUILDER. - FL4.11 SECTIONS A 1.1.1 FIRST FLOOR PLAN 9PLEX 2, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHAA MPS. FHA/VA FL 5.11 FL 5.13'10 ELEVATIONS'N' ROOF PLAN'N' A2.1 SECOND FLOOR PLAN 9-PLEX A 2.1.1 SECOND FLOOR PLAN 9-PLEX 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.11 UTIUTY PLANS'N' 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 LOT 39 - PULSAR 'LR' A 5.1.1 ELEVATIONS 9-PLEX A 5.1.2 ELEVATIONS 9-PLEX ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. A 5.1.5. 3 ELEVATIONS 9-PLEX CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. FL 0.1.8 SLAB PLAN'U A. A 54 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 A 5.1.6 ROOF PLAN 9-PLEX WHERE APPLICABLE. FL .9 FL5.9 ELEvanoNs•c ELEVATSECTIOIONS DETAIL SHEETS B. 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'U WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. FL 6.9 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 40 PULSAR 'KR' D-2 DETAILS DETAILS AND SAFE R E. o; 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 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH FL 18 FLOOR PLANK 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 .8.1 FL 4 FLOOR PLAN OPTIONS SECTIONS APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET 2020 ( ) .8 FL 5.8 ELEVATIONS'IC GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANE 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 6.8 UTILITY PLANS'K THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER LOT 41 - PULSAR 'J' FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. 11. CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020). NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER FL 0.1.6 SLAB PLAN'J SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. 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. - FL 1.7.1 FL 4.7 FLOOR PLAN OPTIONS sEcrlor4s 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. FL 5.7 ELEVATIONS'S 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 5.13.6 ROOF PLAN') MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FL 6.7 UTIUTY PLANS') 14. ASPHALT SHINGLES (IF APPLICABLE): LOT 42 - PULSAR V 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 FL 1.10.1 FLOOR PLAN O FLOOR PLAN OPTIONS WITH ASTM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FL 4'10 SECTIONS FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE FL5.10 ELEVATIONS'* IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11, FL ROOF PUN 15. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL FL 6.10 UTILITY PUNNSS M.13.8 RELATED SUB SECTIONS. LOT 43 - PULSAR 'AR' 16. UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL FL 0.1 SLAB 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 FI-1.1 FL 1.1.1 FLOOR PLAN' O FLOOR PLAN OPTIONS THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, FL 4.1 SECTIONS TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR FL 5.1 ELEVATIONS'A TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS FL OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE 6.13 FL 6.1 UnUROOPLAN UmLItt PLANS'A' MANNER. LOT 44 - 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 SUB PLAN'M' DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. FL 1.10 FL 1.10.1 FLOOR PLAN'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 5.13.9 FL 6.10 ROOF PUN'*• UTIUTY PLANS'*' EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. 19. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR LOT 45 - 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 PL.AN'B' OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FL 1.2.1 FLOOR PLAN OPTIONS FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. FL4.z 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 FL 6.2 ROOF PLAN N UN UTILITY PLANS 'B' 21. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. LOT 46 PULSAR 'O' MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPLACEMENT E ER E, REPAIR, ANDWITHOUT 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 0.1.11 FL 1.12 SLAB PUN'G' FLOOR 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 1.12A 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 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 FL 6.12 ROOFELEVATIONSU ROOF PLAN UTILITY PLANS'O' CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. - . w (^ � ISSUE DATE: (/ / 06.23.2023 FOR c �v REVIEW V REVISIONS: TYS6NV' 9-PLEX - A LOTS 38-46 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME I AREA FIRST FLOOR 1588 SF FIRST FLOOR 5469 SF SECOND FLOOR 798 SF SECOND FLOOR 7343 SF HEATED 1386 SF HEATED 12812 SF GARAGE 226 SF GARAGE 1-1 SF PORCH 132 SF PORCH 281 SF PATIO I COV. PORCH 80 SF PATIO I GOV. PORCH 720 SF UNHEATED 338 SF UNHEATED 2992 SF ALL WORD( 'HA .t s� CODELORK)A L AIN Y WITH P NATIONAL �LCCT,RIC COD CODE, PREVAILING AND 7-HE �,r E RDiNAN._. HYRHILLS A� ACT �� ® �" 29 2023 E y L,tni� 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 Z ;`• N� N •01 cvvkok 00 th CnLu W x W a�cc ai O U Q SHEET NO: T-1 CD — w J i O Q ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: LOT 38 12 12 s� ❑s These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER ❑ utilized for construction, or copied in part or in whole STRUCTURAL ENGINEER without permission from the builder. 0 2023 Starlight Homes i�_2N0 FLOOR PL. HT. — — �"FL VYVMI_ — — — — — — — — — — — — BED 2 OWNER'S BED LAST RE UM a �I �� �t �.��••••... r• VED � , BY: m ND FLOOR FIN. FLR. — — — — — r (1\__1SLFL406.PL.tff. QQ 1STFL_WDW HT _ U 4 Z'UK, ENTRY �o m mU ❑❑ 4 N � • 3 MAINTAINMIN. FAMILY RM i♦ ♦i♦� �t •.. P F 17R 0--713132- 6'-6' HEIGHT AT FRONT 1 T L—OOR FIN. FLR_ OF WATER CLOSET — RT Cl— W 013 W CM N O r, BUILDING SECTION IN' 1/1 = V-0 AT 22L LAYOUT 1B' = V-0' AT 11' X 17' LAYOUT a O LU N V / J SHEET NO: FL 4.11 ELEVATION KEYNOTE LEGEND E2 IMASONRY 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/ 5/4:4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E15 FBER CEMENT PANEL SIDING W/ 1X3 BATTS AT Is- O.C. (VINYL BOARD AND BATTEN SIDING) E16 iX 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 2ND F OOR P . HT T. ND FL. NM HT. IF M Q" FLOOR E Q2ND FL VMA 2ND FLOOR iST FLOOR P 75T FL. WDW ST FLOOR F FRONT ELEVATION 'N' va• = r-o• AT zrx3a• uvour 7/6• = r-o• AT , r x n• uvour LOT 38 iN F-- x cz J � O I Q ISSUE DATE: 06.23.2023 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 �ffSAVED BY: �•� o } tiQ I c 1rrin R� Q V Z W M Cn o d a W SHEET NO: FL 5.11 ll— x c� J i � x .Q LOT 38 w 0 H ISSUE DATE: PATIO aco�orlo A/C o a He WP/GFI < � , _, ,v ,... L1 06.23.2023 FOR �W REVIEW REVISIONS: 1¢ \ !� _..� OWNERS q3,x F.? �� D ? V4 S ' rv4t m 6 .............g@@ ,,,,V £ AN AS 3 t REQUIRED PER 1'\ 3 AA � / ATELOCAL BUILDING CODE � These drawngs are the properly of Starlight o o ° ° S k_ 3 f V�l 2zo DISHWASHER DlsaosnL--T'• FIIHomes --g T3 t €£'; I \; and are not to be utilized for Construction, or copied in or m whole ' ° k _ > w g b » $ & 8 S T \ 1 ® ) � ®� I " t L _ — PDR part without permission from the builder. 0 2023 - 8 § w� °'VIP _ 50 o r a VP CPL GFI . I HVAC MICROWAVE SERVICE A GO 33 ' Starlight Homes I �' ''��tN[lQ ® LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS tE' / 0. i TO LIGHT/B .0 O IF REQ X (� ABOVE E I TO LIGHT/ € ,._ llif„, SWITCH,'< (}� BELOW - i # i KEYLESS / . , ,, ;. IGHT IN 30A. ELEC. , 9 J ' WATER HEATER / - 7 1 / SERVICE PANEL ---5 SIZE AND LOCATION — '' PER BUILDERS LAST SAVED BY: ;,, TTIC „ ' \ a _�_ i I SPECIFICATIONS AND LOCAL CODES / ELECTRIC METER `•'� I \� i G,%., BED 3 t // / _ /TELEVSIION KEYLESS -' \ SERVICE BOX / .� Ell I a ;? /GFI DOOR \ --- / OPENER so -HIGH VANm = i aASE CARwET 1 CO m ( C)RCI - .. X CO W Q - ----------- rn SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES Fi6 EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) -r' FLNOTE: J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'N' n FIRST FLOOR PLAN 'N' ( J U 1/4' = 1•-0' AT 221;3 LAYOUT = i'-O' AT 11' X 17' LAYOUT U 1/6' = V-0' AT 22'X34' LAYOUT = 1'-0' AT 11' X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 DUPLEX OUTLET {�+ WEATHERPRD°F GFI WPLEX OUTLET ¢ CELLINGMGUNTED INCANDESCENT LIGHT FIXTURE Q CHIMES CEAING FAN PUSH&ILiON SWITCH PROVIDE ADEOUATE SUPPORT) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FANAUGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.- a oR GROUNDFAULTCIRCUITMTERRUPTER DEXOUTLET UPI WALL MOUNTED WCANDESCENT LIGHT— 110VSMDKEDETECTOR ® HMdVIRED ANp MTER ELL oraECTED Wi SATTERr GING FAN WITH SACKiO LIGHT FORME INCANDESCENT - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. IP NAIFSLL'rtcHED WPIEzourLET y RECESSEDMGNpEGCENTLIGHTFIXTME {Y} CECMG MDMTED IEO FpRURE • vAPOR PROOF IPigVE)EADEOIMTESIRPORT) wwD,A,nmANO INTEw ® - 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. R 'm•—VCLTauTLET REINFORCED.uNCTpN ROX d WALL SWITCH 17 EXI A STFM (WNTTOEXTERM], ,.L, _EClwl eAcz+R� W BATTE, OT TIrtRMosTAT H0 GAS SUI P WITH ® TELEPH°NE re HOSE BIBS VALVE - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT NOOK-UPS/CUTOFFS. t {� T TO EXTERIOR) - ¢' (WNTT0EXTEIGHTC°MRINATION ryENT © TELEVISION HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL THREE'w HITCH 8 ELECTRICMETER w-WATER STus ouT 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 INSTRW1pNS. ! a FWwwAr SWITCH f Lav voLTAOE CUTLET / ® FLWRESCENT LIGHT FIXTURE ._TEM TE_I_WRITTEN v EIECT 11-EL °15CONNECTTCH _I_ SWI SHEET N0: - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL 6.11 r r s i Cm i N F J i O Q t✓i ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: LOT 39 12 12 �5 These drawings are the property of Starlight 5� Homes and are not to be utilized for construction, or copied in part or in whole ROOF TRUSSES PER STRUCTURAL ENGINEER without pefmISS10n from the builder. 0 2023 Starlight Homes LAST REVISION 2ND FLOOR PL HT. zND FL WOW Hr. _ _ _ _ _ _ BED 2 OWNER'S BED 2ND FLOOR FIN. FUR. �FI,QOR PL. iSTFLWDW HT �i � w 9 i .... ENTRY FAMILY RM / � w O ® U N m 17R 0'-713r32- MAINTAIN MIN. G-eHEIGHT AT FRONT Ile* • O 1ST FLOOR FIN. FLR_ OF WATER CLOSET _ W CO o r, BUILDING SECTION 'L' 1/4" = 1'.0" AT 22"X34" LAYOUT 1B" = 1'-0" AT 1 P X 17" LAYOUT J to a H , O 0 N SHEET NO: FL 4.9 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8- SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5AX4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) 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 39 2ND FL.11 F 2ND FLU 2N FLOQ$f 1ST ILO-B-E 1ST FL. VkM 1ST FL_OOE E FRONT ELEVATION 'L' 1 1/4' = 7'-0" AT 27X34' LAYOUT 1)8' = 1'-0' AT 11' X 17- LAYOUT NI s 16 FASCIA 2ND FLOOR PL HT. _ _ _ 2ND FL V Hi _ _ ...... _. FLR. OR PL. HT— ❑ ❑ 13 FIN. FLR. Q.R FIN. 2ND ELO � _.15_T ELO � __T EL. WDW 1ST ELOOR r, REAR ELEVATION 'L' 1/4' = 1'-0' AT 2TX34' LAYOUT 1/8' = 1'-0' AT 11" X 17' LAYOUT J1 C7 J � O � x Q H ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: These drawings are the property of Stadight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the budder. 0 2023 Sta ftht Homes LAST REVISION IW M••••••• V ` AVED BY: ••• i 01 • i SHEET NO: FL 5.9 rr C7 J F O Q w LOT 39 ISSUE DATE: 06.23.2023 FOR Q -) f\ � � ac COND aC HS - \/ l\\ ❑ < REVIEW _ }pp WP/GFI ct11 ............. a t' a gIICI REVISIONS: €I WNERS (E(j( jjI B E !( E 7 L✓ 6..,., 1j g•. t ' ci'. [ 1% / � TV® o w w F ...� 6 ATV 1 ANA ?II�J •-� - / REQUIRED PER E C l>� �' "- STATE AND I\ €� „/y - ,��, ,N LOCAL BUILDING gC G ODE \ '� _ - These drawings are the W a a 5 D wE LL \ 1 ,� .:..: ii.._ - property of Starlight Homes and are not to be o a ° N o k m w 9 € ; 1 ` zzo DISHWASHER ---� I DISPOSAL — i . KITi C I I1111" I. utilized for construction, or copied in part or in whole w o y a 4 a S §¢ 8 4 LL� ® \ q j/ — \ L }' 1 )s , without permission from the budder. rl 2023 w ° o W 8 $ o U ° y a \/ ® Vp4°F 1 { ( Eft / GFl " I HVAG 9, — MICROWAVE \ � SERVICE Starlight Homes St LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS / xTO ®€ PANEL L N ?g � ® yy REC. PUMP C "; TO LIGHT/ IF REQ. " SWITCH // `; ABOVE LIGHT/ ; , t _ ' Y4' -� - - '� I BELOW '-- YV It° KEYLESS < IGHT IN / 30A. ELEG. A i WATER HEATER �--.d 1 SERVICE PANEL � �V / ` SIZE AND LOCATION qq p rr PER BUILDERS LAST SAVED BY: wAU CABWE 1 TTIC I I ---.-- — �_ \ GYtl`tt GIG / I '' SPECIFICATIONS \ / 1 ' AND LOCAL CODES •\ \\ kv I € �/' /r -.� j ELECTRIC METER I TELEPHONE - TELEVISION rr^-�� BED Li I KEYLESS i t / \,\i.....N RY SERVICE BOX 0 ..z , I ) 2I •_ J� /EILING\ 5 I I /GFI DOOR / OPENER \ ' 5 I I / \ \ 41►/ VAN 0 BP NET"t F BASE CABWET _ 3 m b WP/GFI i C36 C4? ' 00 W V) iA _J J N a } SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN)] O J OVER BATH CABINETS OVER KITCHEN CABINETS r, SECOND FLOOR PLAN rLr FIRST FLOOR PLAN rLr AT 2YX34' LAYOUT = V-0" AT 11" X 11' LAYOUT (D 1/4" = 1'-0" AT 22"X34" LAYOUT = V-0" AT 11" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL wttezaunET �wPAxI wEATHERPRoaFGFI WPIfXaurLET © CHINES CEING MOWTED NCAhOESCENT cE­ LIGIITfIXTME P'�TTDN s"A'�H ryFX]VA)E ADEOWTE SLaPORt) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." cFl GROLNDfA1ATCIRCUIT-WIERRUPIER DLwLEz ounET 11W SM01(E OEIECIOR ALL MOUNTED--EENT ® HARDw'IREDANDINTEF LWItiIT FIXtuRE SCCONNECTED wi BATTERY CEILING —IT" BACKER LIGHTFKRIRE wCANDESCENT - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. 4P H—WITCHED DUPLEX CUTLET y 1E11EDINGANDESCENTLIG1-11 CO2 DETECTdi \ (MiDVUE ADEGIMTE ly^1 RCELINGMGLWTEDLEDF—E HARDWIREDAND INTER- V IwI. vAPaR ® 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. szo—T O REINFORCEDJUNCBOX ` B�cuLVTED wi BArlERr 17 EXHAUST FAN (VENT TG EXTERXXI) THERMOSTAT I—® GAS SUPPLY WITH TO ® TELEPHONE b HOSEBIBB VALVE - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. i WALL SNITCN TFANT.IGHTCIX.6NUTgN TD acTBRIDRI - ryENT (VEWT© TELEVIspN 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 THPEEw4r swrtcH { } 1 FWRWAYSWITCH --- 4-, IR-wATERsTUBGUT ® FLUORESCENTLGHTPp(TURE I� ELECTRIL METER 0 ELECTRIC PANEL SHEET NO: WRRTEN INSIRUCTXlfS. LOW VOLTAGE OUTLET TECH 1XIB SYSTEM DISCONNECT SWITCH WALL SCONCE - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FIL �. HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. �_ s t— x CM J 2 � x 4 I-- ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: LOT 40 These drawings are the 12 12 property of Starlight 6� �5 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 LAST REVISION 2No FLo4R PL. Hr_ — — BED 2 OWNER'S BED �i ,� T S GED B •' 2 M ` ti 1ST FLOOR K. Hi. _ _ — — 'r � • • 4 z • Q ENTRY a FAMILY RM ,�.0 F o w ... 3 MAINTAINMIN ♦ 17R @ 0' - 7 13132- 6'-e" HEIGHT AT FRONT ♦ i� OF WATER CLOSET 1ST LOOR FIN. FLR :. .:. ...... ._ M O W BUILDING SECTION 1K1 a H W 1/11 = 1-0' AT 21X34' LAYOUT 1/6' = 1'-0' AT 11' X 17" LAYOUT � O N J SHEET NO: FL 4.8 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER. HEIGHT AS NOTED E4 8'SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOWERED VENT, SIZE AS NOTED EB CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFNYALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W!5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16.O.C. (VINYL BOARD AND BATTEN SIDING) E16 I 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 LOT 40 2ND FLOORF 2ND FL. V" F E 2ND FLOOR F 1ST FLOOR P 1ST FL. W. 1ST FLOOR F FRONT ELEVATION 'K' U 1/4' = 1'-0' AT 22'X34" LAYOUT 1/8' = 1'-0' AT 11' X 17" LAYOUT 2ND FLOOR 2ND EL WRV 2ND FLOOR ST FLOOR I 1ST FL. WDV 1ST FLOOR I REAR ELEVATION 'K' i/4' = 1'-0" AT 22"X34' LAYOUT 1/e' = 1'-0" AT 11' X 17" LAYOUT F-- x CM _ N J i O I Q F� ISSUE DATE: 06.23.2023 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 L �EY191614// �' ems' QED BY: _Z• i •Uj co v! Q � Y LJJ C O O a� > 0 W J w SHEET NO: FL 5.8 f- x Cz +- w J � LOT 40 a w Z Q WP/GFI @ y ISSUE DATE: 06.23.2023 FOR He /' \h 1\` NC a WP/GFI Qh ._ -111.. REVIEW WICREVISIONS: FAMILY RM j C:)t!( NE1 R �.� _ ..LL.. i-! rv� ITV I j AN AS \ w "p, REQUIRED PER �1 -- �'/ STATE AND �rg LOCAL BUILDING ODE - — \ w \ wN These drawings are the property of Starlight o ? DlsHwnsHEa — j [ J" \ DISPOSAL --I' : li I I l,, I'-��. I\0s \.!, t Homes and are not to be utilized T uh a or construction, o - m T - w. a 4kI, ' copied in part or in whole without permission on from 0 Wo¢go GFIo MICROWAVE r GFj w, ... ° EE SERVICE L' thebuildr. 2023 Stagt omesa PANEL A.IJ oQ� a ov�, rryy .:.,,,. ----- _ :..- ')�.... / t c7 REC. IFREQ. ©". S SWITCH +: LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS ; TO LIGHT/ _ ABOVE t .SWITCH \ 30A ELEC. ^•^-^^^ •^ ^^- ^-^ -' - SERVICE PANEL ��)(/''� BELOW \ WATER HE / - x --' WIC, KEYLESS SIZE AND LOCATION IGHTIN I ' PER BUILDERS LAST SAVED BY: _ \ , - / I SPECIFICATIONS ,I TTIC #Fl�r,, )/� AND LOCAL CODES / wALL CABINET ELECTRIC METER TELEVISION KEYLESS ,y, -/ ry-�RY SERVICE BOX 'y l /FILING\ {1 C) 2 /GFI DOOR • i. ^ / OPENER 0 w T I ..................1\.�..1} WP/GFI Bm H�cH VANITv `o LBME CABINET n F_= �C �}I CO X Z He NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 'KL 1� F SECOND FLOOR PLAN W FIRST FLOOR PLAN OVER BATH CABINETS OVER KITCHEN CABINETS 1 n U 1/4" = 1'-OY AT 22"X34" LAYOUT = 1'-0' AT 11" X 17" LAYOUT 1/4' = 1'-0' AT 22"X34" LAYOUT = 1'-0" AT 11' X 17" LAYOUT J NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROO PER LOCAL CODES. DUPLEXOUTLaT © CH— n - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL cEXgc Az -D WwNDESCENT M_ DUPEl- nvl WEATHERPROOF GFI LEX OURET P LX:HTFIXTURE usHBurtCN ` PROVIDEADEOUATESUPPORTI W° (v CODE CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. � - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. CFI GRDUNDFAULT CIRCUI­TERRINTER T1LW SNORE OETECTIXi WALL MOUNTED--DE-ENT ® HARONgED ANO INTER - FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED*SUITABLE FOR WET OR DAMP LOCATIONS.' D.—o T LIGHT F—RE CO-ECTEDW7XITERY � CEILING FAN W-INcwDEscENr BACKIP LIGHTFB(RgE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE 4} HALP MHED DUPLEX OUTLET C> RECEIED INLAND —NT 4GHT FIXTURE CM DETECTOR IPROVXIE ADEDwTE suPPDRTI CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. DRCEnmcn+DUNTEDLEDFWT E HARONgED AND INTER T10 VOLTWTLET (vP).vAPORPROOF ® C0IAVECTEO W/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REWIRED BY ancN.uP NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q E AUSTFAN (v T TOEInE ) THERMOSTAT SUPPLY W" VALVE Q REINFDRCED.uacTpN aoz - PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTERS(GFl)AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TE'EPHONE �re HOSEBMB # wAu swrtcH EzwusTFANAr,HrcoAeWATXx+ - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (E TTOEXTERXM) ® TELEvaXx+ - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # z THREE-wAr swrtCH1W WATERSn - ALLELECTRICALAND MECHANICAL EQUIPMENT (FURNACES,A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ++ FLWAESCENT—T FIXTURE a ELECTRICMETER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. T a FDuawAY SWTCH ® 0 ELECTRIC PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: WALL SCONCE LOW WILTAGE OURET Hue � DSCgJNECTSWITCH WRITTEN INBIRUCTIDNS. TECH SYSTEM A - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE F� 6.SVL HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. a a WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 "SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 12' GYPSIRA BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 12"X54" SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB-SHIOWERCOMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS 1 It L 47 S 2 19'A' �II � 3050 SH 3050 SH ilr I II ,EGRESS I � I I it I I I I OWNER'S WIC I I BED e•-,••OLG I I 6'-1" CLG I 1 i I I' O. BA I 8-,"CLG 10-0 12' 2'-0 12' LG I I w 2468 I II m DN a a42' 11 ip 3 2 12' 5--512- 712" u' 2468 � HVAC 18 I� 4 � - - L -0 I - VANITY 14 m m � 2'312 'N m BA 2 I 1p � W m m _ El e.-,., DL I _ w 2068 in I I n 4 Y � m I2466 I I 5'-10" 3'-10' 4'-812' 51.312• I I I BED 2 e-,"DLG BED 3 I JI' I IIL 'EGRESS 'EGRESS WALL OF ADJACENT I 5'-9' 4'-2 12' 3'-11 12� 5'-9' I �- WALL OF ADJACENT UNIT, SEE COMPOSITE UNIT, SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION 19'A" LOCATION 7 12' 7 12" SECOND FLOOR PLAN ELEV U 1/4" = V-0' AT 22"X34" LAYOUT Ire" = 1'-W AT 11' X 17" LAYOUT LOT 41 , L 4.7 VERIFY 2 R 191A' LOCATION IN FIELD WALL OF ADJACENT UNIT, SEE COMPOSTT� DRAWINGS FOR =1 LOCATION I I III LINE OF - CLIPPED CLG c 6-4' WALL HT. 4 JII III WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 914 12" 10'-0' 3112, PATIO A/c 6'-2' 8'-1012" 4'-712" SH 1 3050 SH 6068 S.G.D. SEE OPT. ATRIUM DOOR ON SHEET 1 / FL 1.7.1 FAMILY RM 9•-1"CLG. 3'4i 12' 3'9 12- 9'-9 12' 2'6 12 2868 DyY �j HANDICAP PDR, 2868 ACCESS s 7Z. - KITCHEN °I ° 3 O---J bF - SLOPING 0 DPm GARAGE ENTRY 9'-,•,CLG SOFFIT, SEE 9 EXTERIOR ELEV 2040 SH 2'-512" 3'-6' 2'-1 12" PORCH 8070 SECTIONAL 12 8'-0' I'-9 12 8--1- 1V-7' 7 12" FIRST FLOOR PLAN ELEV V 1/4' = 1'-0" AT 22"X34" LAYOUT 118" = V-0" AT 11" X 17' LAYOUT WALL OF ADJACENT o UNIT, SEE COMPOSITE 1f= „ DRAWINGS FOR LOCATION II IL WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION `712" x CM N � � w J � O I Q ll— W ISSUE DATE: 06.23.2023 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. U 2023 Starlight Homes LAST REVISION _.vo "It o b rcb O J X 00 M a LLJ a. d H o CY)O OILL SHEET NO: FL 1.7 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW ". HEIGHT AND STUD SIZE AS NOTED -y FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (i) LAVER 1/2' GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAVER 5/8' TYPE -X- GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8' SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. i/r GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (251/2-X54- SIZE) 9 ITEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUBSHOWERCOMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS LOT 41 R OPT. ATRIUM DOOR 114' = T-0' AT 2rX34' LAYOUT 1/8' = 1-0' AT 11' X 17' LAYOUT WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION rr— x G3 J � O t� ] Q ISSUE DATE: 06.23.2023 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 J go Q j" it X 00 CO)W ~ O Z _J Cl) d a O O aL SHEET NO: FL 1.7.1 x w J f f� x Q t� ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: LOT 41 ,2 12 s� These drawings are the �s property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whale without permission from the builder. 0 2023 Stadight Homes — _ zypF�QOR3L._tff.- /l _ _ _ _ _ _ _ _ _ _ _ _ 2ND FL VI Wes\ V OWNER'S BED BED 2 LA ED BY: • • - ND FLOOR FIN. _F_IJ2_, / v _ 1ST FLOOR PL- 1ST FL WDW�\ V FPUF FAMILY RM a a ENTRY ma MAINTAINMIN. 17RQ0'-713F12" 6'-e' HEIGHT AT FRONT OF WATER CLOSET 1ST FLOOR FIN. FesV \ �/ s y.. Co •.••' Pill` /�� W W M co Z O r, BUILDING SECTION'S 1/4' = 1'-0' AT 22'X34' LAYOUT 1B' = 1'-0' AT 11' X 17' LAYOUT J a O IL SHEET NO: { FL 4.7 "A. ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6"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/ S/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5104 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 41 0FRONT ELEVATION'S 1/4' = 1'-0' AT 2Z%34" LAYOUT 10 = P-0" AT 11" X 17" LAYOUT REAR ELEVATION'S 1/4" = 1'-G' AT 22*)CW LAYOUT 1/8" = P-0" AT I I" X 1T• LAYOUT I•- x Cz J 2 O I Q ISSUE DATE: LOOR PL FF--& 06.23.2023 FOR FL. V,k.- REVIEW REVISIONS: )OR FIN. FLR� .RPLFF-,�q EWDW. HT. /l )OR FIN. FO� 2ND FLOOR PL. HT.. /\ _2ND FL. WDW HT__ /1� 2ND FLOOR FIN. F�1 1ST FLOOR PL UL_ n _1STFL. WDW HT--15 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 BY - O V Q � i LLLJ M o a� > W a� 4 W 1-aT FLOOR FIN. FLR,_ & �/ SHEET NO: FL 5.7 Cz J f � x LOT 41 w z Q Q C/3 ISSUE DATE: y WP/GFI @ o A/CCOND. FIA 1-I0 A c r B WP/GFI 06.23.2023 FOR g„. -.--..... REVIEW REVISIONS: g �i r € 7; ( g { 3 jJJi} FA IL.Y F3M OWNER'S ED("y l U € 4I \ P.Tv i 8.,,1,.etc TV` j( v, FAN AS g. REQUIRED PER 13 5 P w LL 0 wp o STATEAND J, 3A CODEL BUILDINGv� GFI d ' ! i r ! I� T Lt ',.;' KI C E N These drawings are the property of Starlight Homes and are not to be utilized for construction, or o o - wd F. w� �o m �o m a a wa 'r 22PVgR17R I I 7 •"1--"'� — DISPOSAL I J `t �: — copied in part or in whole without permission from the builder. 0 2023 a a a .w m w= o aX J 5 o t= 2 `O v 111 � " i I HVAC I G "'� MICROWAVE bFI m -> i> - SERVICE Starlight Homes o aS" — PANEL ® �g LAST REVISION TLIGHT/ ' � P STANDARD ELECTRICAL BOX HEIGHTS I 3 E�, C 9�— PUMP S IF � 2 SWITCH , O \ IF ABOVE ABOVEucl+v 3 ` I I � SWITCH iI p g BELOW >� KEYLESS !( iJ IL.. SERVICE PANEL - \ WATER HEATER / SIZE AND LOCATION ' \ / i LAST SAVED BY: IN�J i )I ` j6,d' ATTIC EEEsss+++� PER BUILDERS s I I \ A3iRA A!":. / SPECIFICATIONS 3 AND LOCAL CODES / wAU CABINE i—� 3Jj3j / ELECTRIC METER ' o , l / "- -' TELEPHONE/ TELEVISION a BCE) 3 SERVICE BOX-- KEYLESS ,1 F�v (f w i 0 / -f�P} /ENG\ wBED ' YYY GFI DOOR \ OPENER \ � d? I 3�W am HCH vANm wisE ­NET -NIT 1� / I P0RC GO Zr HB ^ t SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) 1 0 rn ...1 SECOND FLOOR PLAN 'J' FIRST FLOOR PLAN 'J' I ­_OVER BATH CABINETS OVER KITCHEN CABINETS n C J 1/4' = 1' (r AT 22"X:4 LAYOUT = V-0" AT 11" X 1T LAYOUT 1/6' = 1'-0' AT 22"X:1 LAYOUT = 1'-0" AT 11- X IT LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL DURLEXWTLET WEATHERPROOF GFI WPLE%OUTLET cEILwO MWNTED INCANDsscENr © CHIMES LIGNTFIXTURE PUSHBUTTON SWITCH ceawc /`--(v -FILM FAN FNDEouNTE SUPPORTI CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACIO)RAFT DAMPERS. /LI - FANGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' �� GROIwDFALLTCIRCUITMTERRUPTER DUP�Qu µM, i my suo� ceTEcroR WALL MOIwTED Nf:MOESGENT ® HARfAVHEDANDINTER- 'T LCHTFxrLwE cDNNECTEDwi.TTERr BAq(.ID cEaiNC FnN wrtH wrwNDEscENr LIGNTFIXTUPE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. H NAIFSV WDWPLEx OUTLET -MT —ET y RECESSEDMGNDESCEMLIGHT Fp(TRIE lS^l �DETECTOR 1w1-vAPOR PRooF ® MCELwc FgLNTEDLEDFIXTUiE HARDWPED AND INTER- BATTERr (P--NDE—S1IDPIXiT) - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY B^ar�+_.C.. NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O O REINFORCED LNCTKKI BOX EXHAUST FAN (VENT TO EXTEF—) OT gy�ST�r THEGAS SUPPLY WRH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ®P HOSE Bee - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. # W„(y sy, ExHAusT FAN,LIGHTcaeruTaN ExTERIOR) (VENTTO © 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 # > THREE-WAYSWITCH A a FWR-WAY MMH t ® FLUORESCGNTLx;HTFunuRE 8 ELECTRIC METER o ELECTRIC PANEL TN•WATER STUB OUT SHEET NO: WRITTEN INSTRUCTXwS. , LavvoLTAGEamET TECHHLOsysTEM y DswNNECTSWrCH wnuscoNCE FL 6.7 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. t`- x CM J E O I Q ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: LOT 42 12 12 s� �s These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER ' STRUCTURAL ENGINEER copied in part in whole without permission from the builder. 0 2023 Starlight Homes ND FLOOR PL�1 V� 2ND FL. W9W rrr__ LAST REVISION WNE O BEDR S BED 2 2ND FLOOR FIN. _ 1ST FLOOR PL� `` } VED V: • `. s j _ 11S�1NjZW. E- q U 4 FAMILY RM a ENTRY c m m 0- MAINTAINMIN. \� �', * 3 17R@0'-713W' OF WATER CLOSET 0NT '�kill ...... _ 1ST FLOOR FIN. Fes\ BUILDING SECTION V 1/6' = 1'-P AT 22 X% " LAYOUT UE• = 1'-0' AT 11' X 17• LAYOUT • c •• � % W JCn ` r 0 � J Pn Z � LLI • 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 EOUIVALENT LOUVERED VENT, SIZE AS NOTED Eg CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOP ER 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 I I FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 I FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 42 FRONT ELEVATION V 1/4" = 1'-0' AT 22"X34" LAYOUT 1/e' = 1'-0" A7 11' X 17" LAYOUT r, REAR ELEVATION V 1/4" = 7'-0" AT 22"X34" LAYOUT 118" = 1'-0" AT 11' X 17" LAYOUT f- cD - N J 2 O I Q ♦/3 ;�R PL Hi ISSUE DATE- 06.23.2'0 3 FOR E6,Y��N REVIEW REVISIONS: :)OR FIN. FLR__ & 'LOOR PL. HT. & FL. VUDW. HT. These drawings are the property of Starlight Homes and are not to be utilized for construction, or JOR FIN. Fln. _. n V copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION Y: �I 066 a pj 0 O ¢ 1 a ti S •' 01' .00R PL HT..__ (� :L_WOW /1V /y� N w �W M p FIT. Z1 Q a UJI O W OR FIN. F1R—& .00R PL. I7 & OR FIN. F� SHEET NO: FL 5.10 x CD J � 0 Q z 42 LOT O ISSUE DATE: 06.23.2023 FOR y WP/GFI @ o ❑ ac COND. h/ PAI10 He 3 '!"q- Z... ..........- _, v REVIEW REVISIONS: -r g g I; FAM9T Y R q,p [ E L EB I rvt •; / " FAN AS-� REQUIRED PER pry---- oSTATE AND LOCAL BUILDING w DE \ ✓ w a Q w w __sF�. GFIt i .. I "" yj j—DISHWASHER These drawings are the Homes Starlight Homes and are not to be I y GFI q 0 w k m _ j f ' ? i s K l E \.,� f L.`+I •�T-'— DISPOSAL utilized for construction, Of copied in part or in whole m q < o m / ®• ( / ) L 'J // j w .� 0 _ € 22 ? " f i --� = w q o H w . a w a w o dCI'Til� without permission from thebuilder. 0 2023 St ht HomesMICROWAVE Q < x o < t x � µ � a �¢ Q �� HVAG "IGF y �- > �g SERVICE w _ ® PANEL LAST REVISION - r .__. ,,90 i �X - J ' \ 1 70 LIGHT/ , © «— REC PUMP - -_ ...�€ ' I f € SWITCH O - IFREQ. 0 LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS ABOVE .SWITCH , 5 q f , ; SERVICE PANEL T 30A ELEC. KEYLESS �' y V.4� f SIZE AND LOCATION \ L"'": '. WATER HEATER BELOW s I g tq - LIGHT IN�4 PER BUILDERS I 1 I \ �,�:7t4�-111GE ATTIC SPECIFICATIONS AND LOCAL CODES / wnu cABNE - — t _ •I � � � — � �\ I � ELECTRIC METER / ` \ \ i[ TELEPHONE/ I TELEVISION _ _ SERVICE BOX [-. n tr C-3\a .� '` KEYLESS 1 I ry E 7 I /GFI DOOR \ w m / OPENER 0 77 m -HIGH VANITY - $ aasECMNET WP/GFI/�j.T�" v , CABINET S - T • LP X CO �Ll L LL — �, a H8 CL NOTE. EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES rlVlr , O J SECOND FLOOR PLAN V FIRST FLOOR PLAN OVER BATH CABINETS OVER KITCHEN CABINETS n 1 J `% r l= 1'-0' AT 22'X34' LAYOUT = 1'-0' AT 11' X 17" LAYOUT 1/4' = 1'-0' AT 22"X34" UVOUT = 1'-0' AT 11' X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOGAL DES. DwLEX OUTLET © C.— n - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFO) AS REQUIRED BY NATIONAL ELECTRICAL �' CE,T FI UNTEO NCANDESCENTCEXNG FAN WEwTHERPROOFGFI WPLEX OURET LMMTPORIIRE PUSHBUTTON SVRCH ryHOVXJE ADEquTE GUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. (#\ V - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. cFI GNUN0.FAULTCIRCUIT-NTERRUPIER "� SMOKE DETECTOR L-ALLIGHT NTED NCANDESCEM ® CONNECTED AND INTER CEILING FAN WITH NCANDESCENT DIIPIEXOUTLET LIGHT FLCTURE CONNECTED BATTERY - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." BACKUP LCHTFIXTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE HALFswrtCHENCUPLEXOUTLET RECESSED NCANDESCENTLGHTFornmE Cox DETECTOR (PROVIDE ADEQUATE SUPPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. ORCEILIW WUNTED LED PXTURE HAREM. ANO INTER C/ aoi YA VQT CURET (M.VAPOR PROOF ® CONN,MW19ATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY eACXaUP NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q EXHAUSTFOIVENTTOEXTERIOR) THERMOSTAT ­-® GAS SUPPLYWITHVALVE Q RENFORCEDAINCTIONBO% OT - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # da. ® TELEPHONE . HOSE Brea Wnu sY•.RCq EXHAusT FnruIO(TcoN>aNATroN - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. VENTTQEXTE—) © TE.V.- #a - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. THREENIAY MITCH Tx -WATER STUB OUT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 11 a Faua-wnv swlTCH ® FLUQRESCENTLIGHTFIXTURE a ELEGTRICMETER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. T [� EIEciRX: PANEE - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: Lox voLTAGE QUTLET TECH HLBSYSTEM WALL scoNCE vmITTEN INSTRUCTXxas. / Dawr«ECT swrtcH - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND I DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL 6.10 w J � O Z Q ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: LOT 43 12 12 e� �6 These drawings are the ROOF TRUSSES PER STRUCTURAL ENGINEER property of Starlight Homes and an o be are nott utilized for construction,, or copied in part or in whole without permission from FLOOR PL F17....... F 2Np_L WDW—HT. _ — _ — _ — _ _ — — _ — �T the budder. 0 2023 Sta ftht Homes OWNER'S BED 2 BED 4 m LAST REVISION 11111itt�� / 2ND F OR FIN. FUR. _ _ _ _ _ 1ST FLOOR PL HT. _ _ _ _ 1S7 FL AMA HT ENTRY 4 a FAMILY RM � t U � J m U MAINTAIN MIN. 17R Q 0' - 7 13/32" 6'-8' HEIGHT AT FRONT ST 11.,QOR FIN FLR �. OF WATER CLOSET �� EDVYl. • •I ••• +� � • • • BUILDING SECTION 'A' 1/4" = V-0' AT 22-X34" LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT 1 W Co J u) a� a, O N o U W SHEET NO: FL 4.1 -IF ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6' SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16-O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE 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. 2ND FLOC 2ND FL VVDW 2ND FLOOR F i" FLOQge � 1STFL. WDW LOT 43 ST FLOOR F r, FRONT ELEVATION 'A' 1/4" = 1'-0' AT 22134' LAYOUT lAr = 1'-0' AT 11' X 17• LAYOUT 2ND FUOOR PL FR_ 2ND FL. WOW HT._ 2ND FLOOR FIN. FLR. _ q 1ST ELOMI UT— _ v 1ST FL. WOW FIT. _ _r 1ST FLOOR FIN. FLR. REAR ELEVATION 'A' 1/4" = V-0' AT 22X34' LAYOUT W = 1'-0" AT 11' X 17' LAYOUT x J � O I Q f� ISSUE DATE: 06.23.2023 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 %%jvj11111 // VED • •Cn2' i �/ 11�11 11 M W O Cl) a� W J SHEET NO: FL 5.1 t- x CD J 2 LOT 43 O Q w _.... o WP/GFI @ y PAT 10 accoNO. ac � HB 2 ISSUE DATE: '1-Y � 06.23.2023 FOR REVIEW _ , ._ .... �.:WP/GFI REVISIONS: t y'soil lj I r, i E }{ I AN AS ,j \ / REQUIRED PER STATE AND 5 t _ BUILDING ,' LOCAL gC l O CODE �w w 4 \ GR These drawings are the property of Stadight P 2 w q \ i 4� - [[ DISHWASHER ----� x I E ) .',1 E DISPOSAL _ I �� Homes and are not to be Utilized for construction, or w o K m V copied in part or in whole V 4 ^w ;g $ 4 ^ w LLw m GFl g J O a i a o m W MICROWAVE smell t < L g VP' � 1 'GFI J or................... ...._._- ., ,...-, _- KE ES6 S, without permission from the budder. 0 2023 Starlight Homes LAST REVISION ,. o x LL < FI •' f ( SERVICE ®�.,, PANEL o �� ( {� TO LIGHT/ ] LL ❑ / j yyjjQ' j[ RECIF REG.O f SWITCH 1i STANDARD ELECTRICAL BOX HEIGHTS LAST SAVED BY: -ABOVE 1 TouGHu 3oA ELEc s I 11 BWIDW WATER HEATER �/' SERVICE PANEL 'KEYLESS / ) "" ll SIZE AND LOCATION I r,, PER BUILDERS t EIGHT IN \ x( •: / 1 {,,.L�} TTIC - / SPECIFICATIONS "T" AND LOCAL CODES / _ _ ELECTRIC METER TELEPHONE/ $a ( i%� _ • � � / TELEVISION KEYLESS /. i i SERVICE BOX /GFI DOOR m •� i / OPENER \ ' 0 0 , WP/GFI 3O HIGH VANITY BASE CABINET ^ ' LARINET e, „ 4 ­­.,.­. - L Z -- - JHB J N a F- �. ►- NOTE: E%TERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES O J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLANA' FIRST FLOOR PLAN rAr J M 1/4' = 1'-0' AT 22'X34' LAYOUT = 1'-0' AT 11' % 1T LAYOUT 1/4' = 1'-0' AT 22X34' LAYOUT = 1'-D' AT 11' X 17- LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0 Dlwlex ouTLeT © CHINES - PROVIDEANDINSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI)AS REWIRED BY NATIONALELEC-1-1- {� cEILWCNvuN+ED Px:ANDEscENr (PROVI PAN Il wP.m wEATHERPRooF CFI DUPLr=z GuneT T LIr�ITF°Rur+t PLSHeurr°Nsw ryrwvoE AOEowTEsuPPonr) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 11 - ALL EXHAUST FANS SHALL HAVE BACKORAFT DAMPERS. +1. EII DETECTOR aH OROwoPAUTCIRcurt-NTEwuuTER I{� wAu Na�NTED WCAMIESCEVT ® HARDWIREDANDINIER� - FANILIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' OUP —OUTLET T—ECTEDw/aATTERr CEILING FAN WITH WLANDESCEM LIGHT FIXTURE .—P LIGHT FIXTURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE (} H.LL MCHEDDUPLEzoUTLET y RECEW DI­SCENTLGW FI RE CM DETECTOR (PROVIDE ADE—SUPPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. �} OR CEILING N TED LEDF RE HARc�REDAVO wTER- >pv �-O VOLT—T (VP) • VAPOR PROOF ® LOMIECTED V, IN y - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REWIRED BY ancicu NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, Q EZHAUSTI—VENTTDE%TERM) THERw T SUPPLY WITH_vE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REnsoRCED UNCTxm eox CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® tEIEPHONEE wAu.swrtcH ExHAusT FANAv:HrcoA,aWATxz, - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. TO ENTERIOR) IVENT © TE.V.- - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #a THREE-wRvswITCH —+ w--TER STus OUT e - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 11 FLuoRESCENTu TFIXTURE Elecmlc METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. f a -WAY swlrcH ® HWR 0 ELECTRIC PANEL {yI - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S , LDW VOLTAGE WTAET TECH HL9 SYSTEM y Du^coNNELT 5w11CH +1 WkL SCONCE SHEET NO: PROM INSANDINS - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE FL 6.1 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. F— x CM N � W J � O � x Q H W ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: LOT 44 +z 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 in whole without permission from the builder. 0 2023 Stad'ght Homes ND FLOOR PL HT. _ _ _ _ _ _ _ 2ND FL. V 9W HT.. _. /1 �V� LAST REVISION j1,11111111 OWNER'S _ BED BED 2 ��� `� 4 2ND FLOOR FIN. FLR. � BY: •� Q a i 1ST FLOOR PL. HT,\ 1ST FL.V�W._M._� vV FAMILY RMPFN ' , 4 a ENTRY MAINTAIN MIN.713/d2"68'HEIGHTATFRONTOF WATERCLOSET FIN. FLR. jj..-..R fJ N r, BUILDING SECTION V 114' = 1'-0" AT 2; X3 LAYOUT W = 1'-0" AT 11' X 17" LAYOUT X CO J N ^ LL a� O Z � W N SHEET NO: FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6'SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4X4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 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 44 r, FRONT ELEVATION V 114" = 1'-0" AT 22"X34" LAYOUT 1/e' = V-0" AT 11" X 17' LAYOUT r, REAR ELEVATION V 1/4" - 1'-0" AT 22'X34' LAYOUT 1/0' = 1'-0" AT 11" X 17" LAYOUT —R PL. HTn WOW. �I )OR FIN. FLR. � 'LOOR PL HT. /10 fL--V'QW )OR FIN. FO—,�q -OOR PL. HT. n �VXO1N. _V PFIN. FLR__._/\ -OOR PL. HiT. S 1-ww OR FIN. FLR... n d— x CD N x CM Iv— N, G � ISSUE DATE: 06.23.2023 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 PVAU N W M o a� W v) 0 W SHEET NO: FL 5.10 4 F— C3 OC Q U D LOT 44 z ISSUE DATE: ---tom WP/GFI @ PATIO n/c HB �I _. WP/GFI q: } ,.,.. _ RRR...YiT... r..._n,4 a .» ...: , �„ __.._ . _,.,,..,. - .Y. _ ..x-. W'.. .�---+ .. . 06.23.2023 FOR REVIEW REVISIONS: i -AM![Y RM tea. 11 OWNER'S BED is r ►ry i€ FAN AS m REQUIRED PER e[ STATE AND D ! LODEL BUILDING _� iE /" �� W m > m, �x Ga ; DISHWASHER These drawings are the property of Starlight Homes and are not to be tt I a a '_ a /�� 1) KI! .n`3? •DISPOSAL , [[[ _� K m W ) i;/ ` utilized for construction, or copied in part or in whole w - 4 / ®`22 i t 1 without permission from the builder. 0 2023 m m m \ € m a mm — L MICROWAVE Starlight Homes Y < o m iii m a o a ��: HVAC GF ,. ,� ` 8 SERVICE D = - a® ' PANEL Li i TO LIGHT/ _ LAST REVISION \ PUMP C ' IF RED' SWITCH STANDARD ELECTRICAL BOX HEIGHTS ABOVE © TO LIGHT/ - - 30A ELEC. / SWITCH - - !.,:w; WATER HEATER I BELOW �((F- SERVICE PANEL I \ / - - KEYLESS k Ei SIZE AND LOCATION LAST SAVED BY: �?t T. LIGHT IN PER BUILDERS I 1 ( __)^( E' ATTIC SPECIFICATIONS WALLA NE ( `�"\ '. AND LOCAL CODES/ 1r -- ELECTRIC METER 3 � - � TELEPHONE/ 3 TELEVISION g ✓ t.. st . SERVICE BOX ��- i'._N i Ry ./ } '� _KEYLESS 1 , j L 3 V ! S U �EIUNGA �y gj '\ J I _, /GFI DOOR Brv-1 \ o -)I- / "i Zf I / OPENER \ WP/GFI / �; / \I i m cASINET TM ♦ 4 O BABE -.El g t f/ j3 '\ / \ Oo LP0RAF1 m �,. �....-"ate-..�•A•�•::._ _-.__-aw-�_ V ^ Q q NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 'M' 'M' 60 SECOND FLOOR PLAN FIRST FLOOR PLAN � OVER BATH CABINETS OVER KITCHEN CABINETS n 111 = 1'-0" AT 27%34" LAYOUT = 1'-0' AT 11" X 17" LAYOUT l% 1/4" = 1'-0' AT 27%34" LAYOUT = i'-0" AT 11' % 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. DUPLEXCUTLET © CHINES - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CEILING MOUNTED WCANDESCEM �% CEXNO FAN WEATHERPROOF GFI DUPLE OUTLET LX:HTFIXTURE PIASHBUTTON SWITCH (PROVIDE ADEOUATEStWFCRT) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �wvmFl G - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. GH cRouxaFAIA.TCIRcuIT.INTERHUPTER I-SMOXEDETECTOR - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' DUPLEX ouTLET T LVIGHTFtlTIRE NLNdDESCENT ® CONNNNEE-CTED W/SI TTTTE'W (\\y CEILING FAN WITH I AWBG EENT SA.'_ LMHTFIXTURE {}� - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY, THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE {P NALssVI'TCNED WPLE.—T y RECESSED INANOEscENTLIGHTFVTUHE COS.— �Y\ IPROYIDE ADEaMTE SIRPORTI CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. { } GR CEAwG MOLwTEO LED FIXNRE DINIREDA.OUTER. V MI VwPOR PRooF ®TED - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY 1Q ay. rtovoLT OUTLET C wIflATTERr NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O 0 EXHAUST FAN(VENT TO EXTERXM) TRERMosTAT �® GAS SUPPLY WITH VALVE REINFORCED—TONSOX OT - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL � ��1 � CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® TELEPHONE Tre HOSE BIBB WAu swITCH EXHAUST- EXHAUST- IGHT - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS, TO (VENT © TELEVIswN 4 $ - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. a TWEEAVAY SWITCH 1M WATER STUB IXIt - ALL ELECTRICAL ICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ® FLLXxEscENT LX3HT F0lTURE a ELECTRIC DETER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. t 0 IF—SWffCH C� ELECTRIC PANEL jj - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WALL srorX:E SHEET NO: , Uo VOLTAGE OUTLET TECH HussysTEM i Dacow+ECT swrtcH ^ WRITTEN IN 11CT_ - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.1 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. CM +— " J i a Q F-- F ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: LOT 45 2 12 These drawings are the s� �5 property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part in whole without permission from the budder. 0 2023 Starlight Homes 2N FLOOR PL. HT. — — 2NU FL YVMA HT. _ — — _ — — — — — — — — LAST REVISION OWNER'S BED 2 BED 4 m ���►'�r �1 2ND FL9OREN_ELR` �J 1STFLOORR. — — — — ow's AT END 1 STF _WQW.HT. WUNMMNMnQb_ + • d v ENTRY : w FAMILY RM 40- o .. �!E mU mN 3 MAINTAIN MIN 6' e' HEIGHT AT FRONT 1ST Fl QOR FIN. FUR. OF WATER CLOSET ,. S / * ' W PR .�. F BUILDING SECTION 'B' W M o 1:/ = 1'-0' AT 22"X34' LAYOUT 1/6" = 1 `0" AT 11" % 17" LAYOUT '^ a o� 4 U W SHEET NO: FL 4.2 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6"SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINVL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 45 2ND FLOOR { 2ND FL. VvRV1 SMOOTF PANELS / 2ND FLOQBJ q/ 1ST FLOOR Q1ST FL, V�M QiST FLOO$F 12ND FLOOR. 2ND FL. WOV Q. AND FLOOR I q 1ST BOOR F 1ST FL. VVDA ST FLOOR F FRONT ELEVATION 'B' 1/4" = P-0" AT 22"X34" LAYOUT 10 = 1-0" AT 11" X 17" LAYOUT REAR ELEVATION 'B' 1/4" = V-0" AT 22"X34" LAYOUT 1/6' = V-0" AT 11" X 17" LAYOUT GM O IH W ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes I LAST REVISION I � 1�1 VED • I • Q = o M• � 1 M y W o a a �b W SHEET NO: FL 5.2 x cz �0 J LOT 45 w �TIIV : WP/GFI@ y A/C CON.. o HB i FA. a WP/GFI ISSUE DATE: 06.23.2023 FOR REVIEW WIC REVISIONS: € 2 II FAMH 'f R �� - BE i� >TV I 3 AN AS REQUIRED PER STATE AND LOCAL BUILDING These drags are tarlight the CODE..3,� \ \ n w `' 1• ;. w ' a ¢ 'ram a u < `o m Lf .. . ,.._...-......:.;.'.,.:.,, .,- __. ( I DISHWASHER DISPOSAL 'GFI / I F )-GFI � PP �� I _ " �-S; Tom• K 1 i.` I. �) property of Homes and are not to be utilized to construction, or f r o w o = 3 0 - _ D z No , ' T - 7 t copied in part or in whole m g < m _€ w w 4 m a o 8w w o a GFI �r; fi CFI q iI MlcaownvE SERVICE — / %z &, /� 2�i without permission from the builder. 0 2023 Starlight Homes w < e� aX :H.-/ •- I� ` PANEL --S L;� � - ��i � , REC. PUMP C TO LIGHT/ I. "0" Q IF PLO SWITCH E LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS . i6 .—= TO LIGHT/ Yi ( I SWITCH ,/ / ABOVE _ 30A_ ELEC A- J/, -� -{„� KEYLESS ( BELOW _ IGHT IN -/ \ WATER HEATER SERVICE PANEL --^I \ SIZE AND ON \ (1$y�-I (31E / I j PER BUILDERS LAST SAVED BY: I# - TncSPECIFICATIONS ._ ..- k ,_ - ,,..�... e ( \ / I AND / _ I WALL -NET ELECTRIC MCODEES ETER aF 7 TELEPHONE/ / TELEVISION /mil BED KEVLES9}SERVICE BOX ENTRY $ ...//-.®. 2 \ /GFI DOORBED OPENER \ a 3b HIGN YANITY ; = o eASEDABWET WP/GFI / \ I, CABINET g 3 o s Is_..--- _ _ ._- — W M Z — HB CO ^ 1. r NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) Q% O J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES rBr J H OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN'' r, FIRST FLOOR PLAN 1/4" = 1'-0" AT 22"X34' LAYOUT = 1'-0" AT 11" X 17" LAYOUT 1/4" = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL OLFwEX ounET �W» WFATIERPROOF CFI wPLEX ounET © CHIMES cEtwG FAIN LICd1TFIX1UiE PUSHBUfIONSWITCH (PFgVDE ADEIXMTE SUPPORT) ¢ cEaWG MOIRTm vx.ANDEscENT Cv CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. V - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS, - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." DN GRDIINDFAUT CIFCWT-NTERRUPTER DUPIE%WT£T HM S RE0A TECTOR WALL MOIMIED INCANDESCENT ® H O.vmEDANpINTEP- LX;HTFgTUE CONNECTED WI BATTERY CEILING fAN WITH WCANDESCEM BAu+/P L GHTFnm/RE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. 4j HALFswnclED wPLEXDunEr y RECES6ED INCANDESCENT LIGHT FIXTURE c020ETECTOR (PROVIDEADEO—SUPPORT) l^Pl RCEaING MOUNTED LEDfKTI1HE HARD'NIREDAND INTER ® aav YN VOLT WTLET (wJ"VAPOR PROOF CONNECTED WIBATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY eAcww NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q EXHAUSTI A (VEWTOEXTE ) © THERMOSTAT ­0 GAS SUPPLY WIT) VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REINFORCED JUNCTN)N BOX CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TELEPHONE —}re HOSE eIaB - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. w $ AUSWIICH ExHAusT FANIIGHTcoAeWATxxL (--TO ExTE— ® TELEVIswN SHEET N0: - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # a THREE-wAv swITCH 1M WATER STIR OUT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ® FLWRESCENTLIGHTFO(TURE a ELECTRIC PETER DRAIN TILE SUMP, AND WATER HEATERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. � < FWRWAV SWITCH L� ELECTRIC PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S wuLswNCE WRITTEN INSTRUCTpN6. A LawvoLTAGE a1TLET TECH HUB sysTEM i DLSCONNECT SWfTCN FL 6.2 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. CM - N J i O Q tl— ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: LOT 46 2 12 s� �s These drawings are theI, property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 NO FLO R-I?L H—T� Starlight Homes - - - - - - - - _ - - - 2ND FL. WDW-ff.& LAST REVI N OWNER'S BED BED 2 m 4 SAVED BY• - - - - 2ND FLOOR FIN. FLR. - -_ 1ST FLOOR PL -_ 1ST FL. PDF 4 a ,w m J m� mo ❑ ❑ ENTRY LL N AO o je tiw � ` O FAMILY RM 3 N. 17R@-713/dz' MAINHEIGHTI 0'AT FRONT � � V - F T R CLOSET 1ST FLOOR FIN. F_U2__� BUILDING SECTION 'O' U 1/1 1' = -0' AT 21.X -LAYOUT 1.- = 1•-.- AT 11- % 17- LAYOUT W M J � a F �O co o � W SHEET NO: FL 4.12 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6'SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOWERED 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/5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4z4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 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. 2 r, RIGHT ELEVATION 'O' 1/4' = 1'-0' AT 22'X34' LAYOUT 1iB' = V-0' AT 11' X 17' LAYOUT LOT 46 2ND FLOOR PL FIT. 2ND FL. WDW HT 13 _ 2ND FLOOR FIN. FUR. 1ST FLOOR PL HT 1ST FL.. HT. FRONT ELEVATION 'O' `% 1/4' = 1'-0' AT 22'X34' LAYOUT LS' = 1'-0' AT I V X 17' LAYOUT REAR ELEVATION 'O' U 1/4' = 1'-0' AT 22'%34' LAYOUT 1/6' = 1'-0' AT 11' X 17' LAYOUT ii- x J � O Q i�- ISSUE DATE: LOOR PL 06.23.2023 FOR REVIEW REVISIONS: -� Q@ FIE FLli.. 50 LOOR PL EL-V,Dw_ ___Ili These drawings are the property of Starlight Homes and are not to be utilized for construction, or QR FIM FIR... & copied in part or in whole �I without permission from the builder. 0 2023 Starlight Homes PRO � W Q -2ND FLOOR PL. MX co N _2N FL wDW. HT V W M O_ a� W O W FOR FIN. FLR. n -OOR PL. tm� L—wOW n OR FlN. FUt� SHEET NO: FL 5.12 li— Cz J � f.� O0 Q U F_ LOT 46❑ Z ofoN. - aco we FATiO:. ISSUE DATE: h/ \ HB WP/GFI a.p-{ r 3 06.23.2023 FOR REVIEW wttI ijt(( i P REVISIONS: OWN IFTS I, # c. ILJ TV o FAN AS �. € REQUIRED PER € A - STATE AND \_ _ \ E 1 �/y i i4 W s LL LOCAL BUILDING" f' Go / 9 /x i / /i/ v — - ' DISHWASHER These drawings are the erty of Starlight Homes and are not to be s , a GFI V Kit TC,I'-:-''< 4'--DISPOSAL utilized for construction, or copied in part or in whole > w� qa m a D � a LL m W LLw g 8 2z� i 1� s' - ( HYvAc ` / P � ; ' — 4 , \ -- MICROWAVE GFI SERVIPAN EL x without permission from the builder, U 2023 Starlight Homes LAST REVISION . STANDARD ELECTRICAL BOX HEIGHTS 1 �j ............���.111 € ) . TO LIGHT/ t 111 SWITCH J - -'- - TO LIGHT/ WITCH ', © �� s OQ RE PUMP' 30A ELEC./ BELOW 3 ' KEYLESS £ +�'!; �� i LIGHT IN - I SERVICE PANEL SIZE AND LOCATION PER BUILDERS L.,...; 't i ' - I"` 1 WATER HEATER \ / / yy�� SS yyN. // \ C'¢$}tX0.\"" E / LAST SAVED BY: _ ��/ ' ATTIC ! SPECIFICATIONS AND LOCAL CODES / ELECTRIC METER- I I = \ \ I � \\,y,/EYESS\\.1 \; TELEV �X ,.\ lo / ;.E EN TH"I" o w BED;,?. � 8.,, },, f.4 CS I CEILING / GFI DOOR \ OPENER \ § WP/GFI O sr HIGH vawTr- o BASE caBWET i ^ CABINET n s O Li`' 1 V) r o i✓it M w n m ..... ........ LLJ J cn CL HB ------------ } SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS SECOND FLOOR PLAN 'O' NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) FIRST FLOOR PLAN V 6 O J OVER KITCHEN CABINETS I�% J � 1/4" = 1'-0" AT 22*x34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT T/a• = T'-0" AT 22 X3a" LAYOUT = V-0" AT 1 T" 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 N �WEATHERPROGf GF�WR-EX OURfT ® CHI-S ¢ cENG AATUNTEO ---ENT TFRTURE PUBHBUTTOM SM'ITGN F,w (PfgvDEADEOwTE SIRPORI) 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.' ROUNOFAULTCIRCurtWTE GRIuaTER °xOHT ++°vswl¢DETECToq WALL AgURED WCANDEBCENT ® HARDWIRED AND LATER LIGHTFIXIURE CONNECTED W/BATTERY BA — (� LEELTNGN�EITH NGNDESCENT - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. {} HAIPsw MWDO—XO—U RECEssED WAN—MNT LIGHT FWTURE Doz oerEcroq DR CEILWC WJUNTEDLED FBRURE IUR—EDAND IN M1-vaPOR PRooF ® /] �\\ (PROVIDE AOEOUATE suPFORl7 V V - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL GODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. zaa voLT ounET O REINFORCED JUNCTION BOX # W,LLL OONNeuv EDwi BATTERv Q EA—ST FAN (VENT TO EXTERIOR) O Pb E%IMUSTFANAIGNTCOF6INATION ® TELEPHONE A IG DAswPPLrwITHVALNE �� 1 � T,g HOSE BI80 - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. l� �VENTTOI R) - 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 WRITTEN 11TAND #., THREEwar swlTCH ii T a FouRwar swHCH , Low voLucE O—T FLWgESCENTLIGHTFIXTURE a ElEC1Rx: METER ® o ELECTRX; PANEL TECH HU —TEM D6CONNEOT swHCH iM WATER STue auT �1 wau sCONCE SHEET NO: OVID INSTALL - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL 6.12 BUILDING KEY SLAB PERIMETER PLAN 9-PLEX 1/4' = V0' AT 22"X34" LAYOUT W = 1 `0" AT 11' X 17' LAYOUT I I I LOT 44 i LOT 45 i LOT 46 I I t— x J F O Q ISSUE DATE: 06.23.2023 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: A0.1 X W 179'-8 I I 51/2 12" 9'-1" 10'-0' 1 512' 12' 10'-0' 9'-012" 12" 9'-1' 10'0" 51/2 12" 10'-0' 9'61/2" 12- 9'-1" 10'-0' 3 I I zl I I I I I <I I I I I i :-44 I ATIO SLAB wo 4I T—I I 1 PATIO SLAB ato ejj L Nl a ; ... I i Nl 4 - 1 I Q N f I I 4 I I QI N JL I aI 1 I I a a IF II o4i a 11 I 6' 12 1 '' 1-71' 8'-0' - 6'-0 61' 1j1'-7W' 8'd'-0 10 2 219'-1' 1' 19-1' 10112 12" 1 '-7 5 1 712' 1/2- 512- 712' 12' SLAB PERIMETER PLAN 9-PLEX�=10" AT 221Z LAYOUT 118" = 1'-0" AT 11" X 17" LAYOUT i —w OT 46 J � �a Q ISSUE DATE: 06.23.2023 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 ED B - M W Co o� J W 10 W 2 G J w Q a m a J lA SHEET NO: A0.1.1 NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2-HOURDWELLING 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 i FIRST FLOOR PLAN 9—PLEX , -I 1/4" = 1'-0' AT 22"4" LAYOUT 1/8' = 1'-0' AT 11" % 17' LAYOUT (T TRANSFORMER 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK BUILDING KEY I I 43 I LOT- LOT 45 LOT - I I I rr- CS J i O= Q I-- Cn ISSUE DATE: 06.23.2023 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� �h4OiS•IiVED �1!• ��i a • 0 i • N O -u • X M W a a aH d0 o O J Q U. cc U. SHEET NO: A1.1 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 FIRST FLOOR PLAN 9-PLEX 1/4' = 1'-d' AT 22"X34' LAYOUT W = 1'-O' AT 11- X 17- LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK x C3 J E O Q fl•— Cn ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: These drawings are the property of Staftht Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Stadight Homes LAST REVISION 1111111//� / i N o �,llA� O •��` vJ �• � r//��� 1 1 �►1 v ��e X M a W co aH a o p o J LL ~ Q LL SHEET NO: A1.1.1 NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE, THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ® -SEWER CONNECTION SECOND FLOOR PLAN 9-PLEX U 1/4" = 1' 0" AT 22"X34" LAYOUT 1 V = VAT 11" % 17" LAYOUT Cz J i O i Q ISSUE DATE: 06.23.2023 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 •StGRED BY: �• i �p a M X a J W °" cc GJ. °o p J J o Q o U W N SHEET NO: A2.1 NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. NG REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL 2-HOURW SEPERATION ON WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. WO - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. S® - SEWER CONNECTION SECOND FLOOR PLAN 9-PLEX 1/4' = 1'-0- AT 22'X34' LAYOUT 1/8' = 1'-0* AT 11' X 17' LAYOUT ll— x Cz ut w J � I Q ISSUE DATE: 06.23.2023 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 bugler. 0 2023 Starlight Homes LAST REVISION Cb X M W a d0 o O) J o Q o U W W u.► PLAN 1386 PLAN 1386 PLAN 1386 LOT 38 LOT 39 LOT 40 ELEV NR ELEV LR ELEV KR r, FRONT ELEVATION 9-PLEX 114' = 1' AT 22'X34' LAYOUT 1/H' = F-0' AT 11' X 17' LAYOUT v F- x N � W 0 Z Q VI ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: These drawings are the property of Slaftht 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 r O w • • • • o� J �� s Q O � W M rn Cr)N Z J F— o G Q a J w Q W SKIT... A5.1 PLAN 1386 PLAN 1386 i PLAN 1386 i PLAN 1386 PLAN 1386 LOT 42 1 LOT 43 LOT 44 LOT 45 LOT 46 ELEV M ELEV AR ELEV M ELEV BR ELEV O FRONT ELEVATION 9-PLEX 0 1/4" = 1'-0" AT 22"X34" LAYOUT lie" = 1'-0" AT 11" X 17" LAYOUT t— x CM J E O Cr_ I Q ISSUE DATE: 06.23.2023 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 ED BY!�y. LU f-47 *4:.J C0 UT 11 11 WCV) dM Cl)z J p aQ a J w Q w COR-w BEYON 1 PLAN 1386 PLAN 1386 1 LOT 42 LOT 41 ELEV M ELEV J PLAN 1386 i PLAN 1386 i PLAN 1386 LOT 40 LOT 39 LOT 38 ELEV KR ELEV LR ELEV NR REAR ELEVATION 9-PLEX 11C = 1'-T AT 2ZX34' LAYOUT 11T = 1'-T AT 11' X 17" LAYOUT cM1 J i O T Q 1� ISSUE DATE: 06.23.2023 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 VED 1 i d Clo 11�-11 W CO ui rn z �i O Q w SHEET NO A5.1.2 1-WALL OND PLAN 1386 PLAN 1386 PLAN 1386 PLAN 1386 1 PLAN 1386 LOT 46 I I I 1 LOT 45 � LOT 44 � LOT 43 � 1 LOT 42 ELEV O ELEV BR ELEV M ELEV AR ELEV M r, REAR ELEVATION 9-PLEX 114' = 1'-0' AT 2YX34' LAYOUT 1B' = 1'-0' AT 11' X 17' LAYOUT x J � O I Q ISSUE DATE: 06.23.2023 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 Staritht Homes LAST REVISION VED*: e !� dD00 rn WM N Z J O aQ a J Q � w SHEET NO: A5.1.3 PER BUILDER AND POWER LAYOUTV� ��� ,�V PLAN 1386 r, LEFT ELEVATION 9-PLEX LOT 38 i/4" = 1'-0' AT 22'Y34' LAYOUT W = 1'-0' AT 11' X 17' LAYOUT ELEV NR -LOCATION OF METER BANK TO BE DETERMINED PLAN 1386 PER BUILDER AND POWER LAYOUT LOT 46 RIGHT ELEVATION 9-PLEX 1/4' = 1'-0' AT 21'X LAYOUT tiff = VAI AT 11- X 17' LAYOUT ELEV 0 r r— C7 J ? O Q IH ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION ,;�; w Ur /,Ap P� '4*1 W Ma o� J Cl) z p J w Q W W SHEET NO: A5.1.4 1 = I I I CZ_ w OT 38 OT OT 41 OT 43 I i LOT 45 1 OT oT L0T 44 L0T 46 J f I I O Q BUILDING KEV ISSUE I I I I .1 =1 I 6.23.202TE 3 FOR I FIRE BLOCKING AT EAVES I TYP.FIRE RETARDENT rl I REVIEW NO SOFFIT VENTS ALLOWED HATCHED OF EAVES. I PLYWOOD MIN 4'-0• EACH SIDE OF 1 REVISIONS: IN AREA 4•-0' 4'-0• I 1 TENANT SEPARATION 1 I I NO ATTIC VENTING OR SOFFIT TO BE NON-COMBUSTIBLE SOFFIT. I OPENINGS ALLOWED, PER FLORIDA NG I I ODE-RESIDENTIA2020 L I I I I I SECTION FIM2.2.2 I I I 1 1 I I I I I i t -- �L--------------�- 1 I I' —=L-------- I -----�1 -- -- — - J ^I-tt I �I r 1• •t I T----------- �-=_ i r L - - - - - - These drawings are the I 1 11{ property of Starlight 1 b I q Homes and are not to be utilized for construction, or I 1 1-I copied in part or in whole 1 rWit I' , r F , from the builder. 2023 Starlight Homes LAST REVISION F , i �P.', 1 { 4" G� I 1 L � S B 6�� d �,' - •� �• • 'I ' 110 NUA RIDGE �J l PLYOD CRICKET PLYWOOD CRICKET 4 PLYWOOD CRICKET PLYWOOD CRICKET •M;i - PER BUILDER PER BUILDER PER BUILDER LDERPERiLDER d- , .F� X P Sto I l�•A.Qddd V06:12 I Y 1�C4� X ; } LL OY O d ,111I1��1�F1I <,„ + �9t (wa7 i 4oL ' 5125:12 : FIkIlbrliI61 51212 --_---- — — — — — — — i---------------- ---------- ----- i I I I I I I I PLAN 1386 PLAN 1386 I PLAN 1386 I PLAN 1386 PLAN 1386 1 i LOT 38 LOT 39 LOT 40 LOT 41 LOT 42 ELEV NR ELEV LR ELEV KR ELEV J ELEV M SHEET NO: ROOF PLAN 9-PLEX A5.1.5 1/4' = 1'-0' AT 22•x34- LAYOUT 148- = V-0• AT 11 • K 17' LAYOUT + w LOT 36 i LOT 39 i LOT 40 i LOT 41� OT 43 OT 44� OT 45 OT 4 ' J 0 O Q BUILDING KEY 1 I I I Z) ISSUE DATE: i 1 I 1 FIRE BLOCKING AT EAVES I TYP. FIRE RETARDENT 06.23.2023 FOR REVIEW a N HATCHED AREA OF EAVES. 4' G LLOWED PLYWOOD �1 4-0' 4'-0 AOCH SIDE OF 1 TENANT SEPARATION REVISIONS: NG NO ATTIC FFIT NON-COM BE I OPENINGS ALLOWED, NON-COMBUSTIBLE SOFFIT. OPENINGS ALLOWED, PER 1 I 2020 CODE RESIDENTIDA BUILDING I 1 I 1 I I I I SECTION R3M.2.2 i - 1, I .f - rT t =1_ f- ------------- I -L------------- �1 ���----------------- d These drawings are the property of Starlight �_.', '_-,1 ,';' I. ,", "�.� .".'1 '.� Homes and are not to be a ;1 l 1 4 it ,�;�, ,'.'I r 1 I e I I utilized for construction, or 1 ( - I copied in part or in whole I without permission from 0 I I 1 1 I N the budder. 2023 4? Starlight Homes 1 I' I' t 1 LAST REVISION I —� - I PLYWOOD CRICKET PER BUILDER T I t 1 I� i. � 4 I 1 ��,V,rfllll� E DB ;I L' tt a t RIDGE I, a.,r„ -. _t I � ' ,`j-.- " RIDGE t I • .� _ I _ RIDGE' t ,'I - .` — ------ 612 �. • , ' , �, I '_ I , 1" ,' ' �, , ; , � : C '. y. ,✓ I � ' , I I RrbGE ,,, ,I ' l - ' - PLYWOOD CRICKET PER BUILDER I, ' PLYWOODCRICKET PER BUILDER_PER I PLYWOOD CRICKET ' : `` PLYWOOD CRICKET ER BUILDry t I` 40 b"1 r � n ,1 I I I /// _ •• .� �. rr I 1,. , 1 _ r I 1 �� I� : �(( I1 f : a I tiq X M J Vi Q All LL 0 6:1 12 612 I Q G J ,1 6.12 5:12 , i �, � ,I t I � '5 12 ¢ 5:12 , -__ _ — `--.----------- :12 7 — ¢"� 'F PLAN 1386 j PLAN 1386 I PLAN 1386 PLAN 1386 I PLAN 1386 LOT 42 LOT 43 LOT 44 LOT 45 LOT 46 ELEV M ELEV AR ELEV M ELEV BR ELEV O SHEET NO: ROOF PLAN 9-PLEX 1 11 ' 'eAT 21X34" LAYOUT I.- = V-9' AT IV X 17• LAYOUT AC . j . C I— SILL PAN FLASHINS MDGWE OR 'W'$ 51.L PRDOIkT SET SECOND PIECE IN SEALANT FLASHIN6 PAPER OVERLAPS FLASHING Cz + u J EXTERIOR SEALANT FLANGE C x SILL BELOW SEN.ANt AT SILL iCORNERSILL Q SHEATHING DO P.T. DAM BACKER BD. BEHIND TRIM NAIL F7R5T NAIL SECOND 24 PIECE AT TOP PIECE ON TOP V- 5/4' TRIM SO. ISM 0xv) L TRIM SILL TRIM MEATHER ISSUE DATE: - 01.16.2023 FOR ZO SQ M cow W.(IYP) FULL LAP FACING V2, ISM 017. RESISTANT BARRIER•2 REVIEW INTERIOR FRONT BA.GKER W. MEATHER Ce4 U2' BEHIND TRIM �ER 01 I I� REVISIONS: RY DWALL SHEATHINGIL BOARD AID ZOMEATHING 5I17IN6 ON BATTEN SIPIN5 FLRRNN6 WRAP SLIPS PAPER CORNER BOARD DETAIL JAMB DETAIL WALL 51LL DETAIL 5TEP 1 UNDER,TWO-PIECE STEP 2 FLASH TO SEAL AIWW MCMAYM WE A W4= IETAL RATE W= N 90"E SBP M. 9G11TFW WAP MM TIE METAL FLATS 9MV LAP OV51 TIE FLATS WU SIM71,00 WM WON n MOM al! ft"W 01311MIR HALL PENETRATION FLA5HINC DETAIL These drawings are the prWedY of Starw 6ALVANIZED 20 SUB Homes and are rat to be PRE-MAN1F. DRIP ®6E FASCIA 12,E Ifilaed for nwrlsWctlon, or GALVANIZED � TRJSScopied 6ALVANIZI� � �� DRIP 676E PRE-MAfUF. I7R1P EDSE � ALUMNM FASCIA TRU55 Ioaor Twr� cur the builder. 02023 7x4 SUB OVER SUB -FAY IA J p{gpg StafW Homes ALUMNM FASCIA FASCIA FJC(6ZIOR AL.UMNM FASCIA OJHN SUB -FASCIA O.H. oN. F ( ELEVJ OJOz 5U&FASGA ON. 2x4 SUB Rcor iRr38 LAST REVISION (SEE ELEVJ F J GHA1d8 (SEE MEVJ FASCIA ..111111 ALUMINM SOFFIT �PJ ALUMWM SOFFIT G J CHANIFi EXTERIOR ALL~HW SOFFIT J EXTERIOR FINISH FINISH STOM °oo • ` 00 • FLAT SOFFIT DETAIL GABLE SOFFIT HARDIE RAKED SOFFIT DETAIL n HIP ROOF v FASCIA DETAIL J HIP ROOF Z. WU • , 20 • • � oo o• •••• • DRYWALL CLIP DETAIL ��fi, PR 20 SUB 12 PRE+fANJF. SM p PRE MANJF. � fn FASCIA TRUSS DRIP EDGE CIA 20 50 7W155 .pl P ANION J PRE-H�W�F. OMENFLL� 6ALVANIZED FASCIA I TO DRYWALLF- MP EDGE 5/4 SYH W. OR ALLhNNM FASCIA TIk% 6ALVAINIDJHANNEL RwA•YWALLMINM r W n FA5C A MIARDIE BD. TRIM OVM SU&FASCIA W4 SW BD.d2DRIP f,12 1376E DJMENSION LOCATION57� 51B-FASCIA (EWO'.�IIRE DMENSION1 HARDIE BD. IRIM ALLMNM FASCIARDIE BD. TRM _ _OYBN TO 5LAB ED6E oN. J CHANNEL ON. (SEE 9 EV. FOR OVER SUB-FASCA M ELeV. FOR (SEE BfVJ F CHANNEL 1YPJ(ftEvJ EXPOSURE DIM960N) (SPOSURE DWeSON) 6ARA&E UMNM SOFFIT MELDED SEAMJ CHANNt3. � ALI1MItlH SOFFIT A NHIM SOFFIT EXT921OR F INTERIOR OR MOULDED FINISH FINISH J CHANNEL FINISH DRYWALL \KALL f3CKOLITIN6 HIP SOFFIT HARDIE GABLE SOFFIT HARDIE HIP SOFFIT HARDIE BASEBOARD nFA50IA DETAIL DETAIL FA50IA DETAIL D = 0II/2T HIMME 51N61F FRIEZE 19D. 51NISLE FREM BD. REZE BD. FRME WALL FASCIA RAIW SOFFIT M6 tiP/ATWWO TO FIMR YM11S! FI10M PRIPF11e OFF THE MW AT IM 5G OP A P40M SHEEr NO: KOMO M WV A 9 4LL IWKOOr-FROM MtTAL RAGHIW TO MW YM71IN EACH NMNS P" 1W 1100E MAY FROM TN: MW GARAGE WALL DETAIL KICKOUT FLASHING D_1 TEMPORARY TAPE 7LW TO HOLD FLAP 4011 � S'EATHWHG 'v 9' RO" OPENING WNOOH R.AlMW METHOD 'A -I' OA A NUNDOW INSTALLER NLL OUT THE BUILDING PAPER AT A 45' AN SLE TO A POINT 4' UP AND 4" OUT FROM THE UPPER CORNERS OF THE ROUGH OPENING. B. THIS WILL MAKE A 'FLAP' THAT HILL 13E USED TO COVER THE HEAD FLASHING IN STEP b. TEMPORARY TAPE TLAF, TO HOLD FLAP LHOUSE W.AP7 HEAD RA%" JAM H,4&w MUCH HNSE SILL PLAN* MWA fi AWN6 METNIOD 'MP OA INSTALL HEAD FLASHNNS OVER THE W NIXH FLANGE BMW THE HEAD I9.ASHIINI6 V BEYONU THE WISH OPEHN S ON EACH SIDE TEMPORARY TAPE ,�, TO HOLD FLAP LI,� hRAP7 ROLSHH OPENUNS INSTALL FLEXIBLE INSTALL FLEXIBLE FLA514I146 CORNM FiA> % CORNERS 4' AT WINDOW SILL AT WIN70Ht SILL SILL WM MAW WNWH FLASHING METHOD 'A-P O2 5-STEP PROCE9t3, A. INSTALL SILL FLASHING (EXTENDING 4" BEYOND THE ROUGH OPENING ON EACH SIDE) B. INSTALL CORNER SHIELD FLASHING tPASTEN WITH MOISTOP SEALANT OR EQUAL) C. INSTALL SILL WRAP (4)5T COMPLETELY COVER ROUGH OPENING SILL (INCLUDING CORNER SHIELDS) ZILISE TiAP' rRAP7 HEAD I'LAS G LIMN R.A51#N6 5L F AMNG HNOOHI R.ANSE WNDON FLA MNS METHOD 'MI' OA ALLOW THE BUILDINI6 PAPER 'FLAP' TO DRAPE OVER THE HEAD HTASMNIS,. TEMPORARY TAPE TLW TO HOLD FLAP ZWISE HIAP7 SEkW MW HNROW FLANGE a M INSULLATION HNOOM RANSE SILL R.ASW MWON PLASHIM METHOD 'A4' OA APPLY A C.ON'nNJOU5 BEAD OF SEALANT ON THE BACK 51DE OF THE 3 WINDOW FLANGE. B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. W-ATHER RESISTANT L CONSTRUCTION TAPE ILISE TL WRAP ,7 HEAD RJSMNl6 1M1 HXMNS SIl1 H�lA+gS HNr<7M RA46E WlDON FL AMNS METHOD 'A -I' OA APPLY WEATHER RESISTANT TAPE OVER THE 45' ANGLE CUT ON THE BUILDIN6 PAPER B. ON INSIDE PEFW- ER OF WINDON APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM WINDOW FLASHING AND WRAP DETAILS OA. INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. B. EXTEND THE JAMB FLASHING 4" ABOVE THE ROUGH OPENING AND 6" BELON THE ROUGH OPENING. C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. WSILATM W KW BE 115 A.L®"PW'et LAPS NO PtWVM AOEJIATE MWIELTION FOR OPBtlNEfi -- ___ ----r--- II II MUST BE IN6 PROPERLY INSTALLED TO DIVERT WATER — y -J — — — — I II II I �I I I I H^UNDOW II II YSE�AW TO 12LKlemmr OVERLAP—L J 'ARE° I BD5 MST LAP NIINM.M b' ND B: WROM SEALER STRIP MST EE NixW OVEZ 6N06'LAYNBlIT TO AaW HOISRRE TO M MVWW TO 1NE Q1151DE WME x cm v J f C C: x Q ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These drawings are the Property of Ste & Homes and are not to be utilized for oonsbudon, or oopted'm part or in whole wNw permissim from the buNer. ®2023 StarW Homes LAST REVISION C Rp a� / 1/�1 a,/(I 1i=0 ` - J_ Q a W r.1 SHEET NO. 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SINGLE WIDTH x 6-8 OR INCHES TO THE INCHES TO THE 82-I/2" 418-I/2" DOOR W8 WIDTH x -0 WIDTH OF51 THE CALL ZE HEIGHT OF THE GALL 51ZE WIDTH x 6-8 WIDTH EQUALS THE ADDIN6 3 INCHES DOUBLE 5I-PA55 OR GALL SIZE WIDTH TO THE HEIGHT OF 83" qq" WIDTH x B-0 THE GALL 512E WIDTH x 6-5 ADDING 2 1/2 INCHES ADDING 2 I/2 INCHES DOUBLE BALL CATCH OR TO THE WIDTH OF THE TO THE HEIGHT OF &2-1/2" q8-1/2" WIDTH x &-O GALL SIZE THE GALL SIZE DOUBLE WITH WIDTH x 6-5 ADDING 3 INCHES TO ADDING 2 1/2 INCHES " T_ASTRA6AL OR THE WIDTH OF THE TO THE HEIGHT OF 82-1/2" q8-1/2 WIDTH x 8-O GALL SIZE THE GALL SIZE SINGLE POCKET WIDTH x 6-8 ADDING 2 INCHES TO ADDING 3 1/2 INCHES DOOR OR 2x TO THE HEIGHT OF 55-1/2" qq-1/2" WIDTH x &-O THE WIDTH OF THE THE GALL SIZE DOUBLE POCKET WIDTH x 6-8 OR INCHES TO 4x THE ADDIN6 3 1/2 INCHES TO THE HEIGHT OF &3-1/2" qq-1/2" DOOR WIDTH x 6-0 WIDTH OF THE GALL SIZE THE GALL SIZE r n n o WIDTH o p n ADD 2" EQUALS ADD 2 1/2" ADD 3" 51N6LE DOUBLE 6I-PA55 DOUBLE BALL CATCH DOUBLE W T-A5TRIOAL ADD 2" n ADD 11 3/4" 1\+ to I I I GALL GALL Q GALL GALL GALL GALL Q 51ZE 51ZE 51ZE 51ZE 51ZE SIZE SINGLE POCKET DOUBLE POCKET INT. DOOR ROUGH —OPEN I NO S 1 Z I NO CHART F-- cz # v � LL Q H ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These drawings are the Property of Sb*M Hors and are not to be util¢ed for construction, or copied in part or In whole wil w Permission from the bulkier. ® 2023 Ste Wt Homes LAST REVISION Lf40%11111111/ SAVED 13Y: 14 z a eoio( CIO, SHEET NO. D-4 x 600 AMP SERVICE (4)-150 AMP MAIN TENANT BREAKERS CD ENTRANCE RATED / (1F100 AMP MAIN HOUSE PANEL J i #1 #2 03 #4 O 01 HOUSE O Q 120 240V 10 1 01 32 CIR 32 CIR 32 CIR 32 CIR 0MLO MLO MLO MLO 12 CIR MUD (n PANEL PANEL PANEL PANEL HOUSE 01 PANEL ISSUE DATE: Off (�P 06.22.2023 FOR REVIEW REVISIONS: (2) 3" PVC 2" PVC 2' PVC BY 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 I I I �P �12 I J1- These drawings are the 2 GALVRODS property of Starlight #2 a/ I Homes and are not to be I utilized for construction, or NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC copied in part or in whole 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. I I I r I I I I �P I ♦ry —F, L without permission from the budder. 0 2023 Starlight Homes LAST REVISION 9-UNIT ELECTRICAL PANEL DIAGRAM 11Z I 3" \ ' 1112' DETAIL 1 i 2 1" = 1'-0" AT 22"X34" LAYOUT = V-0' AT 11' X 17" LAYOUT ,SQ°�P,� I I I I I I I I .L1V' I I I T 11,7 I I LAST SAVED BY: 600 AMP SERVICE / (5)-150 AMP MAIN TENANT BREAKERS I I I �. ENTRANCE RATED #5 #6 #7 #6 01 01 #9 -140 O g, 0 120 240V 10 01 01 32 CIR 32 CIR 32 CIR 32 CIR MLO MLO MLO MLO PANEL PANEL PANEL PANEL 32 CIR MLOPp� PANEL B z 9S 01 0�00. SO (2) 3" PVC BY OTHERS WIRE BY OTHERS 2" PVC (i) #4 CU (3) 2/0 ALUM P1J SL co J W W NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC Q PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE PLUMBING INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2020 FLORIDA PLUMBING CODE, 7TH EDITION. PLUMBING RISER DIAGRAM 3' = 1'-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 APPUCABLE REQUIREMENTS OF THE 2014 NATIONAL ELECTRICAL CODE. 9-UNIT ELECTRICAL PANEL DIAGRAM SHEET NO: DETAIL 2 3 1' = 1'-0" AT 22"%34' LAYOUT = i'-0' AT 11' % 17" LAYOUT D-5 BUILDING CODE: FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) MINIMUM ROOF LOADIM TOP CHORD LIVE LOAD: LESS THAN 4M2 PITCH 20 PSF 4/12 PITCH OR GREATER 16 PSF TOP CHORD DEAD LOAD: METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAY TILE 15 PSF (REFER TO NOTE 1) 1. BUILDER SHALL VERIFY WITH ROOF COVERING MANUFACTURER'S WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRS/SWNG DOOR 30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR Fee 1807.1 BOTTOM CHORD DEAD LOAD 10 PSF MINIMUM FLOOR LOADING: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS____.SD PSF STAIRS 40 PSF DECKS 40 PSF BALCONIES (LESS THAN 100 SF) BO 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 23/32-INCH OSB SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION, THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 244NCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD OPSF BOTTOM CHORD DEAD LOAD 5 PSF GUMDS AND HANDRAILS: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 200 LBS IN -FILL COMPONENTS 50 PLF DEFLECTION CRTERLk' ROOF RAFTERSRRUSSES LIVE LOAD L / 240 TOTALLOAD L/240 FLOOR JOISTS17RUSSES LIVE LOAD L 1360 (REFER TO NOTE 3) TOTALLOAD L 12,10(REFER TO NOTE 3) 3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S MITTEN 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 VNTH PLASTER OR STUCCO FINISH L 1360 WIND LOADS WITH OTHER BRITTLE FINISHES L / 240 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 TICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT, FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24' O.C. THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L IM: 020' MAX DIFFERENTIAL DEFLECTION TOTAL LOAD_L / 180: 0.27MAX DIFFERENTIAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L1360: 0.13'MAX DIFFERENTIAL DEFLECTION TOTALLOAD L/240: 0.20' MAX DIFFERENTIAL DEFLECTION MNW MTWM A.B. ANCHOR BOLT A/C AIR CONDITIONER INT. INTERIOR ATT ABOVE FINISHED FLOOR MAX. MAXIMUM A.H.U. AIR -HANDLER UNIT MCD MONTA CONSULTING & DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC SCOL. BOTTOM CHORD DEAD LOAD MPS' MILLION POUNDS/SQUARE INCH BRG. BEARING NO. NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE 6 CENTERLINE 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 CIA DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURE TREATED ELEC ELECTRICAL REOD REQUIRED ELEV ELEVATION RM, ROOM E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING E.W. EACHWAY SCL STRUCTURAL COMPOSITE LUMBER EXT. EXTERIOR SGD SLIDING GLASS DOOR FBC FLORIDA BUILDING CODE SIM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FLR. FLOOR SQ. FT. SQUARE FOOT FEET FNQ FOUNDATION SUB SUB -CONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT / FEET TCDL TOP CHORD DEAD LOAD FTC. FOOTING TCLL TOP CHORD LIVE LOAD F.V. FIELD VERIFY T.O.M. TOP OF MASONRY GALV. GALVANIZED T.O.W. TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYP. TYPICAL GYP, GYPSUM U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL MGT. HEIGHT VA WITH HORIZ HORIZONTAL WV'F WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND DESIGN CRITERIA NAND CODE: ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, 7fi EDITION (2020) VAND DESIGN REQUIREMENTS: RISK CATEGORY 11 BUILDING TYPE VS WIND SPEED (ULTIMATE) 139 D41h WIND SPEED (ALLOWABLE) 108 -0 WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT OAS 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 -19112 +29.2 -31.7 +29.2 -39.1 20 - 49 R +27.9 -30.4 +27.9 .36.5 50-99fl +262 .28.7 +26.2 -33.0 100 -199 &j +24.9 .27.3 +24.9 -30.4 2D0+8j +23.5 -26.0 7-(r x w-(r GARAGE DOOR +25.7 -29.1 7'-0' x IV-0-GARAGE DOOR +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 w SPAN MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING b O w O RATING THICKNESS TYPE (EDGE I FIELD) (EDGE / FIELD) TYPE (EDGE I FIELD) (EDGE / FIELD) �p ? 4/12&LESS 32/16 IS/32' RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 m 4b/12& GREATER 21/16 7/16" RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 RECOMMENDED 40/20 19/32" RSRS-0301 6/6 616 0431"x3" 4/6 6/6 wJ o (ALL PITCHES) RSRS-04 1-� ALTERNATIVE 32/16 15/32" RSRS-01 6/6 6/6 0.131"x3" 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 R803.2. 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 OATH THE SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS 3, SHEATHING TO BE PLACED MATH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH LESS THAN OR EQUAL TO 4112, THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE STRUCTURE. 5. THE "SAVE I 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 ROOFS: 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY VVHEN PERMITTED BY THE MANUFACTURER'S WRITTEN SPECIFICATIONS. 'N.P.' INDICATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. GABLE END SHEATHING: 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24116, AND A MINIMUM THICKNESS OF 7/16' OSB OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAYBE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL OATH(1)-ROW0.131"x2-1/2" NAILS AT 3'O.C. AT EDGES, AND 6" O.C. IN THE FIELD. INSTALL MIN. 2x4 SYPt2 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 2-1(I OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE NOT-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 02. NAILED AT EACH END WITH (3)- 0.13l" x 3' TOE -NAILS. a � u x k i yrev rty..v h INTERIOR ZONE EAVE /RIDGE ZONE Xhfh- m h.. a FEET FROM ALL (v x Y �f ip rp. p � rt�. EAVES AND RIDGES D -'f ✓. F { � f, f {�f ! �}- PER FBCR301.2(7) j_ O / �Gj STANDARD NAIL SCHEDULE STANDARD NAIL GENERALDIAMETER/ LENGTH HEADDIAMETER ad 0.131"x2? .281" 10d 0.148" x 3' 312' .131"x WGUN NAIL 0.131'x 3" .281" 12d&led SINKER 0.148'x 3/' .312' led 0.162' x 31' .344' (RSRS-01) RING SHANK 0.113'x2t .281' (RSRS-03) RING SHANK 0.131'x2} .281" (RSRS-04) RING SHANK 0.120'x3- .281" 1. CONTRACTOR MAY USEA DIFFERENTTE 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 REG. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1667. INDEX OF DRAWINGS SHEET SHEET TITLE o a LL U U w p,OZ * a•�� •.• • " . �Ou �� •••.. F• �' ��i' z v `��� S1 STRUCTURALCOVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S4 NOT USED S5 FIRST FLOOR FRAMING PLAN S5.1 FIRST FLOOR FRAMING PLAN S5.2 NOTES & CONNECTOR LEGEND S5.3 ROOF FRAMING PLAN w S5.4 ROOF FRAMING PLAN S6 MODEL SPECIFIC DETAILS SD1 GENERAL DETAILS Q / F1C / F , SD2 GENERAL DETAILS 9 0 I SD4 I TWO STORY DETAILS Io PW1 U373 WALL ASSEMBLY a w PW2 U336 WALL ASSEMBLY < w PW3 NOT USED 2 U w y PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY 0. w of SDWC U O SDWC DETAILS , SDWF SDWF DETAILS F 0 ILL LLI X WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS o o OZ O U g. 09 MASTER UPDATES w� J Q Z F NUMBER DATE DESCRIPTION INTIALS Q 0 .7 a 1 2/28/2023 CREATED 9-UNIT BUILDING TYPE'A' PER MH-BLDG 1 (BFS) DP a: y N �i _ _ �� a' 2 9/1/2023 APPLIED ARCH UPDATED 9-UNIT BUILDING TYPE W REVISING PATIO TO 4'-0" PER TYTH-BLDG 8 DP o OJ U F o $ cis �i zz j < o ID Uj W U) ti I N U w' Z 6 b U C z. w w O r m t O O Z OD 7 Q C a N o Q J F LU no O u 0 0 m J _ LU Z W o° a g°�r0 ~ L)X - ��Ujj Q'.W.10O o0 T~/14nF • Z@a � w STRUCRIRAL ENG' TH y: Ow p ORAFTNG: �j w O HS Q STRUCT: DP W CHECK: CC Wj o � JO6 No. STAR-11147 y I r SCALE: AS INDICATED DATE: 03N1?3 Z � U N= f o S1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMNTETREATMENT 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: &REFER TO FOUNDATION PUN 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. CAEFER TO LINTEL PLAN FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE AND GRADE. 2. REQUIRED LAP SPLICES SHALL BE AS DEFINED IN TABLE BELOW. TABLE MD08 REQO LAP SPLICE, EMBEDMENT, AND HOOKED REEF. STEEL (INCHES) GRADE 40 1 GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" 'B' C. 'D' 'A' 'B' 'C 'D- MASONRY•D- CONCRETE #3 2-114" 4-IrZ 6' 15' 2-1/4' 412' 6' 15" 18' #4 3' 6- 6" 20" 3' 6' 20' 24' #5 3-N4' 7-12" 6' 25' 3-3/4' �6�" 2" 6' 25' 30" #6 41/7 9- 6' 30- 412" ' 6" 40" 36' #7 S7/4- 10.72" 7 41' 5-1/4' 10.12' 7 53" 53' #3=2)4- u 14=2X' Its= 2X' #8=3' #7 = 3 )4- 9• - f. ;. LAP SPLICE STANDARD OW HOOK STANDARD 18V HOOK CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI. A SLUMP OF 6" PLUS OR MINUS 1'. AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A485 FOR 6t6xW1.4xW1 4 VWOF SHALL BE LAPPED AT LEAST 6- & CONTAIN AT LEAST ONE CROSS WRE WTHIN THE 6'.FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 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 REINFORCEMENTSHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WTH A STANDARD 9G-DEGREE HOOK AT THE CORNER, REFER TO TABLE MOOS ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS S. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. MASONRY WALL CONSTRUCTION I. 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 Qm) OF 20DO PSI AS DETERMINED BY THE UNIT STRENGTH METHOD. 2. MORTAR SHALL BE TYPE M OR S. CONFORMING TO ASTM C270 3. GROUT SHALL CONFORM TO ASTM C476. COARSE GROUT SHALL BE UTILIZED WTH A MAXIMUM AGGREGATE SIZE OF 3084NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, USE OF GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. 5. SHOULD AREAS OF STACK BOND EXIST, UTILIZE 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED. 6. VERTICAL REINFORCEMENT SHALL BE PLACED AS NOTED ON THE DOWEL PLACEMENT PLAN WITHIN CELLS FILLED WITH COARSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP AND BOTTOM AND MAXIMUM V4Y U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL; USE REBAR POSITIONERS IN MIDDLE OF WALL. T NO NONSTRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WTHIN 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 9D-DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 9D-DEGREE HOOK INTO THE FOOTING REINFORCEMENT. 10. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. 11. EXCEPT AS SPECIFICALLY NOTED THIS PLAN, THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS 602-16). 12. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES -1/4' TO + 12' 14, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 31 S. LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2X P.T. ATTACHED TO CMU W MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL W/ MIN, 1-1le EMBEDMENT OR 1/4' TAPCON W MIN. 1-12' EMBEDMENT ® 1T O.C. MEASURED VERTICALLY AND 4" FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR @ MAX 2B' O C. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPRT2 OR SPF#1/02 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED 'No.INo.2' BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED *No 2" BY SPIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. Z' OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#11#2 OR SYP#2 OR BETTER U.N.O. 6, END.IOINTED 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. S. THE PORTIONS OF GLUEO-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 WTH 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 i' DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1' IN CIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQC, ACQ-D, 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 WTH EARTH, CONCRETE OR MASONRY IS TO SE PRESSURE TREATED IN ACCORDANCE WTH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16. TRUSS SPACING SHALL BE 24" O.C. MAX UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' O.C. MAX OR AS OTHERWISE NOTED. 17. AT ALL NON -BEARING WALLS: FRAME STUDS @ 24' O.G. W SINGLE TOP AND BOTTOM PLATE. LEAVE 1-12" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WITH SIMPSON DTC CLIP OR Zx4 SYP No. 2 BLOCKING WITH (2y 0.131* x 3" NAILS TOP & BOTTOM 18, ALIGN TRUSSES AND HAND FRAMING $O ALL GYPSUM WALL BOARD WLL BE CONTINUOUS FROM FLOOR TO CEILING. 19. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. FLOOR FRAMING NOTES: GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF 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. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION RED. FOR DOOR AND WINDOW INSTALLATION ALONG WTH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING TO BE 3/4" PLYWOOD MIN. OR ZMZ OSB MIN. APA (4824) RATED SHEATHING OR STRUCTURAL 1, WTH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131" x 3", 0.131", 3" RING OR SPIRAL SHANK HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE C ON EDGES AND 12" IN FIELD. ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSVAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER SCL AS DEFINED BY NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) OR STRUCTURAL GLUED LAMINATED TIMBER AS DEFINED BY NDS SECTION 5.1. VALUES AS FOLLOWS: COLUMNS BEAMS I STUD COMB, NO. 50 GLULAM SCL E=1.9 MPSI E=13 MPSI E=2.0 MPSI E=1.5 MPSI FBV=2100 PSI FB=2650 FB=3000 FB=2200 FBX=2,100 PSI FT=1650 FT=1700 FT=15W FCII = 1.700 PSI FC I1= 3000 FC II= 3000 FC I1= 2100 FC_=450 FC_=900 FC_=450 FV=285 FV=285 FV=150 CEILING CONSTRUCTION 1. USE 1rr CEILING OR SAG RESISTANT BOARD FOR 2P O.C. FRAMING U.N.O. 2.5M' TYPE'X7 GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LING SPACE IS ABOVE THE GARAGE. CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS/ DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING &SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE ANDAN SOFFITS PROTECTED ON THE ENCLOSED SIDE WTH 124NCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WTH DOT SODIUM SORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING. 2. WOOD TREATED WTH ACQC OR AC" (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 WTH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES MATH A LICENSED ENGINEER'S SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN A. ALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING ASPECIFIC GRAVITY (G) OF AT LEAST 0.50 B. THE TRUSS DESIGN/SYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGNISYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS. 2. THE TRUSS MANUFACTURER SHALL VERIFY TRUSS GEOMETRY WITH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED. 4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOVING SIZE, SHAPE, AND LAYOUT. 5. JOSSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WTH THE CURRENT EDITION OF SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI). 6. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WTH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEDULE. 7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD, UPLIFT VALUES ON TRUSS ENGINEERING DOCUMENTS MAY BE DISREGARDED. 8. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN, AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESIGWSYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. 2X4 SYP 82 BLOCKING: A.WAIEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAILBLOCKINGTO TRUSS TOP CHORD W112)-ROWS 0.131-X 3- NAILS AT 12-O.C. STAGGERED 6-, BEGINNING 4' FROM EA END. S. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL BLOCKING AT 24' O.C. AND NAIL TO TRUSS TOP CHORDS W/ (3H0.131' x 3" TOE -NAILS OR FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. C. PLYWOOD EDGES AT RIDGES REQUIRE BLOCKING W1(3)- 0.131' x 3" TOE -NAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS'X" BRACING: MIN 2x4 SYP 02 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/(3)- 0.131- X 3- NAILS. SPACE'X- BRACING ALONG TRUSS SPAN Q IV-W MAX AND EQUALLY SPACED FROM END OF TRUSS.'X7 BRACING TO START 20'C" MAX FROM 41 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE SCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2x4 SPF #2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT IV-O* O.C. MAX WAN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W (3)- 0.131"X 3" NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24') PLUS 6' MIN PAST BOTTOM CHORD. 12. INSTALL PERMANENT 2. CONTINUOUS LATERAL RESTRAINT (CLR) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAW NGS & BCSIA3. rr BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSFB3)_ 13. AT RAISED HEEL TRUSSES, 2x4 SYP 92 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 0.131"x 3' TOE -NAILS REDID. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12' TALL 2.4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W (2)0.131' x Y NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER BCSI-83. 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN PROVIDED BY TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT 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 ROUT WRITTEN APPROVAL FROM MCD. 16. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. REFER TO DETAIL TB01 THIS SHEET. PER CURRENT EDITION FBC-R SECTION M1305: NOTE TO CONTRACTOR: ATTICS CONTAINING APPLIANCES SHALL BE CONTACT FOR FOR PROVIDED WTH AN OPENING AND CLEAR AND ADDITIONAL REVIEW PRIOR UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO TO CONSTRUCTION IF ALLOW REMOVAL OF THE LARGESTAPPLIANCE BUT TRUSS/PLAN ORIENTATION NOT LESS THAN 30' HIGH AND 22' WIDE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN 30' DEEP AND 3(r DIFFERS THAN INDICATED II WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE THIS DETAIL APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED 2 INFORMATION NOT COVERED ON DETAIL SEE ROOF SHEATHING PLAN ATTACH PER NAILING SCHEDULE 27 MIN. GENERAL NOTE: INSTALLATION ANDA7ft REQUIREMENTS OF THE AIR HANDLER 2x4 #2 SYP RAT RUN UNIT OR SYSTEM TOP AN O BOTTOM MIN SHALL BE PROVIDED / / BY MECHANICAL (2) BAYS PAST A/C CONTRACTOR OR BY LOCATION. MIN (3) BAY / OTHERS, NOT BY MCD LAP W/ (2) 0.162 x 3-12" NAILS TO EACH TRUSS. TVP EACH SIDE STANDARD TRUSS BOTTOM CHORD 80 A/C IN TRUSSES 3/4"=l'-V FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 314" 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). 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 2X1 ZS 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 J43OLT A/7 ALL THREAD ROD w/ 2' x 2' SO WASHER DRILL & EPDXY w/ SIMPSON SET-XP EPDXY WTH MIN. r EMBEDMENT. -1 rr.V SIMPSON TITEN HD THREADED ANCHORS W LBP 12 WASHER MAY BE USED ILO 12' J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS FOR BED JOINTS 12"A", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REOD) FOR HEAD JOINTS GREATER THAN 34", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE(1)#5 VERT. REINF. IN EA. CELL CONT. PER PLAN. -EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1at(2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REDID TO BE EPDXIED INTO TIE BEAMFTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <12", NO FIX IS REDID POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +12'-1-1/8', GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: - WIDE FLANGE SECTIONS: ASTM A992, FY = 50 KSI FU = 65KSI - TUBE STEEL (HSS): ASTM A500, GRADE B, FY = 42 KSI - PIPE STEEL: ASTM A53, GRADE B, FY = 35 KSI - ALL OTHER STRUCTURAL& MISC. STEEL: ASTM A36, FY=36 KSI 2. STRUCTURAL STEEL CONNECTIONS: - ALL BOLT CONNECTIONS SHALL BE AT •SNUG -TIGHT' CONDITION AS DEFINED IN AISC 36c - BOLTS USED IN STEEL CONNECTIONS: A325 U.N.O. - ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE W - BOLTS SMALLER THAN 51W DNA.: A3W - ALL SHOP AND FIELD WELDS TO USE E70XX ELECTRODE 3. STEEL SHOP DRAWINGS TO BE PROVIDED TO FOR FOR REVIEW AND APPROVAL BEFORE FABRICATION. SHOP DRAWINGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTIONS ATTACHMENTS (INCLUDING WELD SIZE AND TYPE), FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WTH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE THAT AN A/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 Imo- 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#2SYPCROS8 BRACING (AT 45') W (3) 0.148' x 3A/4' NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY r OTHERS PLYWOOD SHEATHING BY BUILDER AS REQV FOR LEVEL WORKING SURFACE 40 M = Q7 C O Z 00 7 J F OJ O U m =az ra3 p:O r w Ix U1 00 a U)0) • STRUCTURALENG: TH S - DP OC cN CC 0 w JOB No. STAR-17147 2 SGLE: AS INDICATED wDATE: 08 MM 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 1 1 138ENR 11386- R 113WKR 11386J I IW.M 113WAR 11387JA 11396BR 113860 BUILDING KEY NOTE: SEE PAGE S2.1 FOR NOTES AND FOOTING SCHEDULE INSWING DOOR RECESS NOTE: INSWING DOORS WITH COVER (MIN 5FT 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 TIP. RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS ooe��••.•• 'v `mow • �CO m O C" N a O 0) in • h� O w �•� nl �LL r QO Z w w F o. U 2 0. F Z W 510 azn i a >U oLu U a w I U � O O a f O 0. U Z �aW Q z '^ O wg Z pp N �� 0 aj > ZO tag � as �= O j n mR Q N�N Z�g� of ~ pQ o W Z V3 0 ~ D ui is � 0 N 1O W LL Ho O V i a W w N O Z z aN O O w U a ? N w C w OF n aC bo O-5 GO o am J� 0 C O u 0 o i W X, m J r � IS Q Vl 2 W Z 0 y m a }} - aw :5 X z U J KLU0 ooa W aa�l t— • � w m s � O STRIICTIMtAL END: TH yj w O z piAFTIND: O STRUCf: DP U C OC CHEq(: CC 7 p � w h 2 JOB Ne. SGLLE: STAR-17107 ASINDICATED Z w a FOUNDATION PLAN-= WTE: OBrDi23 S2 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 IN 1 / j f 13WNR 113WLR 11386-KR 11386J 1138" 11M&AR 11387-M 113W-BR 1 1386-0 BUILDING KEY ?W UH f N FOUNDATION NOTES: INSWNG DOORS WITH COVER (MIN SFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT 1. PROVIDE MIN. B MIL. APPROVED VAPOR WRIER. ALL JOINTS TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. W AND SEALED. REFER TO FSC-R CURRENT EDITION SECTION R506.2.3 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOW THE TYP. 2 PROVIDE 3.12'THICK 25W PSI CONIC. SLAB W M1W1.4xW1.1 WELDED WRE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRIC Iw WH. PLACED IN MIDDLE TO UPPER MOFSLABDEPTH OVER 6 REOUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY SE USED ILO WWF, INK N FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. INSWING DOORS WITH COVER (MIN S" RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) GO NOT NEED A RECESS AT SLAB, IF MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REO'D 6 CONTRACTOR TO FOLLOW THE TYP, RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS 4. EXTERIOR SLABS SHALL SLOPE I1W PER FOOT AWAY FROM HOUSE. S. CONTROL JOINIS(IF SHOWN) ME NOT REOD SY CODE BUT ME SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO SE SAW CUT A DEPTH OF 1M' OF THE THICKNESS OF THE SLAB. FILL CUT WAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. S. MECHANICAL EQUIP. LOCATIONS WILL M DETERMINED BY COMMUNITY & COUNTYCODES, 7. FOUNDATIONS MO SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL RE RAISED AT LEAST W ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 8. NO WOOD STAKES PERMITTED IN FOUNDATION. 9. PENDING SITE CONDITIONS, FOUNDATION MAYMVE TO MSTEPMD DOWN. SEE SHEET W FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 10. SEE DETAIL TABLE MOBS ON SIA FOR REQUIRED STEEL BENDS ANDLM SPLICE. SEE DTL MM AND MF10 ON W FOR STMDMD FOOTNG STEP DOWN AND CORNER INFORMATION. 11. MY EOUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18'. CONTRACTOR TO PROVIDE SUCH PLATFORM W EITHER MASONRY OR WOOD CONSTRUCTION 12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: Z000 MF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEETOR EXCEED THE CAPACITY. THE GENERAL CONTRACTOR SHALLOONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFMATION OF MUN WMN DESIGN. SOIL TOM FREE OF ORGMIC MATERIAL MD COHESNE SOILS, COMPACTED IN 12- LIFTS TO AT LEAST 9S%OF MAY DRY MNS M DETERMINED BY ASTM - D1S57 ( MODIFIED PROCTOR ). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACRYOF 2000 PSF. 13, PEN DING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHMT FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. IF CHART IS NOT PROW DED, CONTACT FOR TO REVIEW AND PROVIDE 14. IF STEM WALL IS REQUIRED TO SE CONSTRUCTED TALLER THAN THE HEIGHTSPROVIDEDON THE STEMWALLSCHEDULE-�— CONTACT E.O.R. PRIOR TOCONSTRUCTON Is, ALL NDATION PADS WHERE SHOWN ON THE BELOWFOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WLL SE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THM THE INDICATED PENDING SITE CONDITIONS ANMR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ME MET. 16. FIELD TO VERIFYALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SLAB. go 01 Ct �v O C W m O U xaz lo- x - a F I,W0 ¢am O O d N W r� � w w Q p STRUCTURAL ENG: TN H CRAFTING: w O w Z STRUCT DP (J IOC CHECK CC 7 r H JOB Ne. STAR-17147 i SGIE: AS INDICATED 5 i w DATE: 09N123 a FOUNDATION PLAN w I, T = S2.1 1 JVV-rmN LlJ 1 `tJ I JVV-IVI Ll! I `f`t I JVV-011 LlJ 1 'tJ I L\J 1 •'FV 1/4"=l'-0" r 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. FOOTING SCHEDULE 12'11TviT dp W/ 15'A EQUALLY SPACED EA, 1 WAYMIN.2'MORQ. CLEARANCE BETWEEN MIN (2)05 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 12i14"v 12'1, w/16A EQUALLY SPACED EA 2C SIDE@3"O.C.BMIN 1A WAY MIN. T HMO. CLEARANCE BETWEEN (3)15 PARALLEL TO IT BARS & 3' MIN, COVER TO EDGE OF CONIC. SIDE OT O.C. 1P W/ 15'A EQUALLY SPACED EA, O24"v24"v1T WAY MOLTHORIZ. CLEARANCE BETWEEN MIN (3)15EW. BARS & 3' MIN. COVER TO EDGE OF CONIC. ION2`21T dP W/ 15'1 EOUALLY SPACED EA. 2.3 WAY MIN. T HORIZ. CLEARANCE BETWEEN MIN (4)15 E.W. BARS & 3' MIN. COVER TO EDGE OF CON' 3D'v3D1 iT 1p W/ 16, EQUALLY SPACED EA. 2.5 WAYMIN.THORIZ.CLEM NCESETWEEN MIN (4)15EW. BARS & r MIN. COVER TO EDGE OFCONC, 32"13211T dp w/115'e EQUALLY SPACED EA, 2.6 WAYMIN.THORO. CLEARANCE BETWEEN MIN (5)15 E.W. BARS S W MIN. COVER TO EDGE OFCONC. 3B1W IT dp W115'a EQUALLY SPACED EA. O WAY MIN. T HOR R. CLEARANCE BETWEEN MIN (5)05 E.W. BARS & 3' MIN. COVER TO EDGE OF CONIC. 42'v4Tv 12' dp W/A5'1 EQUALLY SPACED EA, 3.5 WAY MIN.THORIZ.CLEMANCE BETWEEN MIN (6)15 E.W. BARS & T MIN. COVER TO EDGE OF CONIC. 4T14nIT dp w/85'e EQUALLY SPACED EA. WAY MIN. THOR VIZ, CLEARANCE BETWEEN MIN (6)15EW. BARS & r MIN. COVER TO EDGE OFCONC. 4B'148'v 1T dp 1/1S'1 EQUALLY SPACED EA, 4 WAY MIN. T HORIZ. CLEARANCE BETWEEN MIN (7)05 E.W. BARS & 3' MIN. COVER TO EDGE OFCONC. 48"14SNIT dp w/tl5's EQUALLY SPACED EA, 4A WAYMIN.THCRE.CLEARANCEBETWEEN MIN (7)15 E.W. BARB & A MIN. COVER TO EDGE OF CONC. 48'148'v2r dp w/ 15'A EQUALLY SPACED EA. 4B WAY MIN. T NOR IZ. CLEARANCE BETWEEN MIN (8)p 5 E.W. BARS & r MIN, COVER TO EDGE OF CONC. ST1I 17 dp W/ 415'A EQUALLY SPACED EA. 4.3 WAY MIN. T HOR IZ. CLEARANCE BETWEEN MIN (7)05 E.W. BARS & 3' MIN. COVER TO EDGE OF CONIC. W154"116" dp W16, EQUALLY SPACED EA. 4.5 WAYMIN.rHORIZ. CLEARANCE BETWEEN MIN (8)05 EW. BARS & T MIN. COVER TO EDGE OF CONC. 54'154'124" dp W451 EQUALLY SPACED EA, WAY MIN. THORIZ. CLEARANCE BETWEEN MIN (9)RS E.W. BARS & r MIN. COVER TO EDGE OFCONC. BQ187116 dP W8I5'A EQUALLY SPACED EA O WAY MIN. 2- HORIZ. CLEARANCE BETWEEN MIN (9)05EW BARS & r MIN. COVER TO EDGE OF CONC. fi6188Y18' dp w/15'A EQUALLY SPACED EA. 5.5 WAY MINT HORIZ. CLEARANCE BETWEEN MIN (10)45EW. 2. BEARING WALL PER EXTERIOR WALL 2z BEARING WALL PER EXTERIOR WALL IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF 2z BRG WALL PER PLAN SHEATHING PER PUN. PLAN SHEATHING PER PUN. HOLD NON-BRG WALL ABOVE- WALL SO BASEBOARD IS BEARING / FOOTER PUN AND BEARING SEE DETAIL VIF10/SD4 SEE DETAIL WFIOSD4 BACK SO BASEBOARD 2z P.T. BOTTOM SLATE r EMBEDMENT TO HAVE MIN. SITTING TI WALL SCHEDULE 2z P.T. BOTTOM PLATE FOR MORE INFORMATION FOR MORE INFORMATION IS SITTING ON '� 8 ATTACHMENTS PER 7' EMBEDMENT BELOW FOUNDATION BELOW FOUNDATION BELOW NON -BEARING WALL MIN S 1 2z P T BASE PLATE p 8 ATTACHMENTS PER PLAN IF CURB IS TALLER THAN LOWEST STEP OF (MAX 7 Y 2z BRG WALL PER PLAN BUILDER TO PROVIDE SILL BUILDER TO PROVIDE SILL 8", CONTRACTOR TO ADD (�2") CURB MAX ' PLAN AND BEARING CLEAN COMPACTED BUILDER TO PROVIDE SILL 1 SEALANTANSUUTON L WALL SCHEDULE FILL 1195%STANDARD M SEAUNTTO PROVION (1) f5 CONT. BAR 1 >5 CANT WI1-1? SEALANTANSULATION _ CENTERED WITHIN CURB BUILDER TO 2., CONS. SUB PER () DENSITY CONS. SUB PER CONCRETES PER OFF SET ®BOTTOM m e PROVIDE SILL FOUNDATION PUN COVER TYP. w 2z P.T. BASE PLATE FOUNDATION PUN g W/ MIN. Y COVER MA% FOUNDATION PLAN PLATE CONCRETE SLAB PER g SEALANTANSUUTION I w S > I O FOUNDATK)N PUN CONCRETE SUB PER CONC. SLAB PER Q •. II' 1? > OFF SET BOTTOM FOUNDATION PLAN PLATE o VARIES MI n FOUNDAT ION ION PUN I ..II GRADE SEE PLAN `--'1 • . R - . �i 10 > _ - I i GRADE m § - i i I4.II II a m I�{ 1 1 I I -: L - -' -� IT Q li i ��II II II Ifni 1 1 .( • /� .._. i I'.-. ,I. CLEAN COMPACTED ..I _ I_...- • -w/_ (2) #5 CONT. REBAR ON _ i i I I ( . I i i m I I — Y--fi"* IB^ 16" 4'FILL 0 3ZICOVER TVP.#5 BARS NT. 9" 8" 9" B" • (/� • I� CHAIRS W/MIN.3" i :CLEAN COMPACTED '_ DENSITY %STANDARD ..,' • • COVER B" 1'-0' FILL 95%STANDARD (1)#5 BAR CONT. • • ' ® .:: I 1 (: - (2) x5 BARS CONT. VVI '� z • DENSITY R) M5 CONT. REBAR ON - W/3" COVER TIP. e' e' I 7 , I � -I i CLEAN COMPACTED 3" COVER TYP. ♦ J CHAIRS W/ MIN.3' • • FILL DENSITY STANDARD CLEAN COMPACTED 2 AOVEBARS CONT. W/ "♦1'z Z PENDING SITE COVER 8" 1'-0" DENSITY FILL ®95%STANDARD 3')COVER TYP. CLEAN COMPACTED O �S CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG PENDING SITE DENSITY FILL ® 95%STANDARD / - _ DETAIL MF20 FOR SHALL BE V' WIDE W/(3) B5 BARS CONDITIONS, SEE WHERE 2NO STORY OCCURS, FTG DENSITY WHERE 2N0 STORY OCCURS, FTG w }]` Q DEEP MONO DETAIL MF20 FOR SHALL BE 14"WIDE W/(3),YS BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'8"WIDE WI(3),115 BARS "Y 0 DEEP MONO SHALL BE 1'8" WIDE W/(3) 05 BARS SHALL BE i'8" WIDE W/(3) #S BARS �yp w O F01 TYPICAL EXTERIOR FOOTING /"97 1 TYPICAL GARAGE CURB FOOTING FO NON -BEARING SLAB STEP DOWN AFFO� DOUBLE STEP FOOTING F BEARING SLAB STEP DOWN F06 FOOTING AT INTERIOR BEARING T•••♦•••••• 3/4•=1'47 3/4"=1'4]' 3/4" vo, w4•=1'-D' 3/4"=v-(r 3/4'=1' NOTE TO CONTRACTOR: z 2 PENDING SITE CONDITIONS, ALL REINFORCEMENT SPECIFIEDINPUN VERIFY-DETAILSFORREQ'D VERIFY -DETAILS FOR REQ'D o CONTACT FOR IF THICKENED FOUNDATION DETAILS SHALL TIE IN TO STEEL AT STORY LOCATONS +.,.THRESHOLD STEEL AT 2 STORY LOCATIONSEDGEIS REQUIRED TO BE ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH SEE FRAMING PLAN m ODEEPER THAN 1Y FOUNDATIONS AS SPECIFIED THIS DETAIL. DOOR LOCATIONS. B-1? FOR MOREMIN. 24"BEFORE-+ CONTRACTOR TO ------1 INFORMATION VERIFY WITH DOORSEE FRAMING PUN -I �•' AND PARTY WALLGARAGE I 0 w O MANUF. FOR bCONS. SUB PER BSA2' THICKENED ; DETAILS FOR MOREI FOUNDATION PUN ? REQUIRED RECESSSLOPE SLAB W/(1)#5 CONT. b 3 INFORMATIONIW/TCOVERTYP z ^ z045 CONT. PER MFR'9CONCRETE SLAB PERI 4" MINLL^�,REINFORCEMENT SEEIFICATIONS FOUNDATION PUN I O F 1. GRADE j 1 _ ..Y _ `1 .� J FOUNDATION PLAN THRESHOLD PER 'IT m ? ;,, I:FOR QUANTITY MANUFACTURERS TOP VIEW ft CORNER GARAGE WALL y a Z SPECIFICATIONS j f O Ida r5 z25'z25"CORNER _ CONC.SUB PER BEYOND a Z _ BAR, ONE FOR EA _ _ FOUNDATION PUN d r I i' i r I i 1. w VERIFY PLAN DETAILS ' HORIZONTAL CONS. SUB PER I PROVIDE 3/4" MIN. > ( - r jJ 'F' w I� I • I l-' SLOPED RECESSAT fi H O . CONT. BARS. MAINTAIN < REBAR, TYP. U.N.O. FOUNDATION PLAN 6 ¢ GARAGE DOOR o N Ir ( ') DRIVEWAY BY BUILDER- F .:i l i I ( I : 3.COVER TVP. �� J y '- LOPE GAR. SLS CONCRETE OR PAVERS a w 18 MIN. IT MIN. -° FIN. FIR. VERIFY PUN DETAILS I k-..' I.:' I I. -1 BEND EACH CONT. 45 PER MFG FOR REQUIRED BS BAR AT STEP DOWN, SLOPE EXT. SURFACE e _: CONT. BARS. MAINTAIN OR GRADE 1S" PER -- ""' { z CLEAN COMPACTED ORINSTALL IS HOOK 1. � � w w 3' COVER TYP. BARS FOR EACH CONT. FOOT AWAY FROM (3) MS CONT. REBAR FILLSITY STANDARD CLEAN COMPACTED DENSITY BAR. LAP REBAR PER BUILDING FILL 195%STANDARD ON CHAIRS W/ MIN. WI i5 CONT. _:... MIN. M TOP 0. TABLE MOOS ON 51.1 12" FIBER EXPANSION DENSITY 3' COVER W/3" COVER TVP. 4" .-...I 1,�" 1--i REQUIRED PER APA O < L�yt AS REQUIRED PORTAL FRAME SPECS FO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL Fl TYPICAL CORNER BAR DETAIL (TOP VIEW) Ft EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING fiilTHICKENED EDGE @ GARAGE DOOR Q 3/4"=1'd 3/4"=1'-T 3/4"=1'-0" 3/4"=1'7 3/4"=1'-0" 3/ zi,(' g //� Z (2)!5 z 4'-0" BARS I-np Y SCH. 40 STEEL PIPE IF MASONRY WALL OR ALL REINFORCEMENT SHALL O F J CENTERED AT PIPE PVC OR SCM40 SLEEVE FILLED Nk 2500 PSI COLUMN IS ABOVE, MAINTAIN 3 CLEAR TO O O V PENETRATION CONCRETE. BOLLARD HOOK VERTICAL GRADE AND 1-12" CLEAR TO 2 TO BE MIN. 3FT TALL STEEL TO BOTTOM m 1-- IW ROW OF STEEL. ANY FACE EXPOSED TO O J ° E7OX WEATHER W 8" CMU - _ ,_ - SEE FRAMING PLAN rc a AND PARTY WALL CONS. SUB PER Q Z FINISH PER ELEV. _ 1 : i FOUNDATION PUN a CONS SLAB PER (4)1I1" z 31N" IF CURB IS TALLER THAN DETAILS FOR MORE w p Z FOUNDATION PUN 8" C.M.U. FINISH PER 1- 1 I I -_3 S' SNSW THICKAW SUP -STUD a", CONTRACTOR TO ADD INFORMATION F F FINISH FLOOR ELEV. STEEL BASE PLATE S 2 /5 .: p E i I FASTENERS W/ MIN. () CONT. BARS W/MIN. IF FOOTING IS TALLER j J g FINISH FLOOR `m y I I I ` 1-12" EMBEDMENT 2" COVER PENETRATING 1 •� ^ IREFERTO SECTION A -A INTO CONCRETE 61. O plpE Mq)(q^ i I z - -FOUNDATION PUN w I - BARS AT 1N POINTS OF y p PENETRATING PIPE } I I 'FOR CONT CONCRETE SUB PER < (2) 85 BARS @ TOP i FOOTING DEPTH o i > .. .,-, MAX q^ _ SEE FON FOUNDATION PUN > WHEN MONO DEPTH m y FOUNDATION Y SCH. 40 STEEL PIPE EXCEEDS 2fi . IF i ( q < O "�S ♦'S LOOP 71E (TYP.) l ( ..SIZE 8 REINF. INFORMATION FILLED W/2500 PSI DEPTH <28" THESE a O LL W �! ' -- • " "' CONCRETE BOLLARD 1/4" E70X� BARS ARE NOT READ z� z O: J PVC SLEEVE MAX M REFERTO PIPE PERPENDICULAR TO FND TO BE MIN 3FT TALL "_" T�J GRADE �p g�H Z \ FOUNDATION PLAN (3" k35TIRRUPS ®IB' '- 6 O H 6" DIAMETER [ i i'', . ' .. I I ) ....... , , ... z �: FOR CONT. __ __. _.. SYS">!3/e"THICK A3fi :. �' O.C. WHEN MONO 'J.'` _V .. _l O _ ^ _ FOOTING PER PLAN L� _ FOUNDATION CONTACT FOR FOR ADDITIONAL REVIEW STEEL BASE CUTE § j' " I -I z m ~ FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS in =7 I- - 1= 6 DEPTH EXCEEDS 26" i i _' . ;t•-' r ""' W O !�L CLEAN COMPACTED INFORMATION ___. _... ( III -' ' II IF DEPTH <26'THESE I' 2? i w W F 27 F FILL ® 95%STANDARD FOOTING PER PLAN a e • A A (4) i/1" z 3-1/4' 1 i I BARS ARE NOT RED D (SIDE VIEW) DENSITY SUP RSTUD ¢ PVC SLEEVE - - - ' CONCRETE SUB PER FASTENERS W/MIN. - I (2) 45 BARS CONT. W/ -1 I CLEAN COMPACTED i i i i( 2-1/4" EMBEDMENT 3" COVER TYP. 4 FILL ®95%STANDARD (FRONT VIEW) MAX6 DIA PLAN 1< 1-0 DENSITY INTO CONCRETE CLEAN COMPACTED IF FOOTING IS TALLER THAN 3-0", o m =I (I FILL @ 95%STANDARD (3) Y5 CONT. REBAR ON FOOTING IS REQUIRED TO BE 3'-0 W DE ¢ i I DENSITY CHAIRS W/ MIN. 3" COVER W/ (4) 95 CONT. BARS W/3" COVER U w yt N Fl TYPICAL FOUNDATION PENETRATIONS BOLLARD DETAIL Fl PARTY WALL FOOTING W/ CURB F2 DEEP MONOLITHIC FOOTING ? D 3/4"=1.0• PIPE PARALLEL TO FND 3w i,—(' 3/4"=ru" 3/4"=1'o" cow C f o f it m O SEE FRAMING PUN 8 Y ALL REINFORCEMENT SHALL � C7 MAINTAIN 3' CLEAR TO PARTY WALL DETAILS u 0 Z co GRADEAND11Q"CLEARTO FOR MORE p i .�.. N ANY FACE EXPOSED TO SEE FRAMING PUN & INFORMATION ¢ m J H O WEATHER PARTY WALL DETAILS < N ? O U (2) MS BARS TOP FOR MORE oQ W WHEN MONO DEPTH INFORMATION IF CURB IS TALLER THAN EXTERIOR WALL 7 1? O O Q N S, CONTRACTOR TO ADD SHEATHING PER PLAN. EXCEEDS ES NOT EXTERIOR WALL SEE DETAIL WF1OSD4 i S , z REQT3. IF LESS THAN z > 2" COCONT. BARS W/MIN. o w = a O 26 DEEP U SHEATHING PER PLAN. Y Cp�ly FOR MORE INFORMATION Q (1)k5 BARS Q NOSING SEE DETAIL WF10/SDd BUILDER TO CONC. SUB PER FOR MORE INFORMATION w PROVIDE SILL CONS. SUB PER r5 CONTINUOUS REBAR F (J I•' FOUNDATION PUN FOUNDATION PLAN a PROVIDE NSULATION AT NOSE, MAINTAIN MIN. i It- J �( z BUILDER TO > 3' CONCRETE COVER rc W w W O PROVIDE SILL a J ii' MI w zj CONCRETE SUB PER SEALANT/INSUUTION EECONCRETE SUB PER VARIES, i O F ai • FOUNDATION PUN FOUNDATION PLAN 7" Mom. o O i3 STIRRUPS ®48' w W g Ep § y - GRADE - l i. _ 0_ O C WHEN MONO I GRADE i x ' - w STRUCTURAL ENO: TH DEPTH EXCEEDS 26 i' i m a a di i I - GRADE {"; f E §.. i) I ( oQ STRFRNG: IF DEPTH IS LESS THAN 26". STIRRUPS i Y STRUCf: DP tE ARE NOTREQ9 IiL J' I=I. i 4 - I i..,. I ¢ m = - -1 -- W/CC K5BARSCONT. 1,a1 aC CHECK: $T w JOB No STAR-1 ]l4] CLEAN COMPACTED J' I - (3) y5 CONT. REBAR (3) i5 CONT. REBAR - W/3• COVER TVP. m (3) Y5 BARS CONT. ON CHAIRS W/ MIN. FILL @ %%STANDARD 27" TEP SECTION VVIS 3" COVER - I I CLEAN COMPACTED - I II :� - CLEAN COMPACTED SCALE AS INDICATED ON CHAIRS W/MIN. -'- CLEAN COMPACTED ¢ DENSITY 1S FILL Q 95%STANDARD WCOVER FILL 095%STANDARD pA7E ajplro COVER TYP. 1'8" FILL 095%STANDARD 4 ` � DENSRV DENSITY DENSITY F2 DEEP MONOLITHIC FOOTING W/ STAIR *_M)r EXTERIOR PARTY WALL FOOTING F3 EXTERIOR PARTY WALL FOOTING F4 FOUNDATION @ GARAGE STEP-DOWN NOT USED ^ ^ 3/4"=1'-0' 3/4"=V'O* 3/4"=1'-0" 3/4"=v-(r i p J 3 Y 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. SHEAR WALL SCHEDULE EXTERIOR FRAME WALL EXTERIOR FRAME WALL NOTES SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT III TAG PANELS FIELD TOP PLATE (2) 12'SIMPSON l/TJ-BOLT SCHEDULE (STARLIGHT) 1 T OF • CORNER R TO SIZE EDGES BOTTOM PLATE VERTICAL HORIZONTAL TITEN HD 8E WIT ND THE^WALNL END ZONESEE CHAR SH ABOVE FIORRED REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. ESIAV 8d TD.C. 1TO.C. (2}ROWS 3"O.C. 3"O.C. MIN. 2x STUD 24" 3T 2. STUD SPACING SHALL FOLLOWTHE CHART ABOVE U.N.O.ON THE ESW4 PER DETAIL COMMON 4. O.C. 1T O.C. (2)ROWS 3"O.C. 3"O.C. MIN. 2x STUD PER DETAIL 16" 24" EXTERIOR PLASTER FINISH FRAMING PLAN. ESWJ WF10/SD4 (0131"x 2,5-) W O.C. 12-O.C. (2}ROWS T O.C. 3'O.C. MIN. (2)-b OR 4x STUD WF70/SD4 IT T 16" WALL HEIGHT INTERIOR ZONE ENDZONE 3. SEE DETAIL WFl0/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. ESW2 TD.C. 1T O.C. (2}ROWJS T O.C. TO.C. MIN.(2)-a OR 4x STUD NOT ALLOWED 12" 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS+IF ISW7 1IT GYPSUM 5d COOLER- 7"O.C. 7"O.C. 7"O.C. 7'O.C. MIN. 2x STUD MIN. 2x BLOCKING 24" 32" 8'4Y 2z4 SYP #20Is- O.C. MAX 2z4 SYP #2 @ iC O.C. MAX NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IFMORETHAN2D%OFTHE Ism Bd 6"O.C. 1TO.C. 4" O.C. 4' O.C. MIN.2, STUD 24' 3T 9'-0- 2z4 SYP #2 016' O.C. MAX 2.4 SYP #2 0 IT O.C. MAX SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF ISW4 7/16' STRUCTURAL COMMON 4" O.C. 1T O.C. 4' O.C. 4' O.C. MIN. 2x STUD PER DETAIL 1T 24' 24- EXTERIOR STUDS. ISWJ 1 SHEATHING OR (0.131" z - WF70/SD4 9'-0' d. IF WALL IS FRAMED WITH 2z6 STUDS OR LARGER, STUDS ARE TO 15/37 BREATHING 2,5-) 3'O.C. 1T O.C. 4"O.C. 4'O.C. MIN. (2}2z OR 4z STUD 1T I. 18° 2x4 SYP i2 @ 1T O.C. MAX 2x4 SYP @ iTO.C. MAX BE MIN. SPF i2 16' O.C. MAX U.N.O. ON FRAMING PLANS. ISWR T O.C. 1 T O.C. 4- O.C. 4' O.C. MIN. (2}2z OR 4. STUD NOT ALLOWED 12" iT J.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESWB. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS 10'-0' 2x4 SYP 01 @ IT O.C. MAX 2x4 SYP #1 @ 8' O.C. MAX ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C '5d COOLER NAIL SHALL BE MIN. 0.08611-5W LONG & 15/64" HEAD. No.6 TYPE "W DRYWALL SCREW (1-IW LONG) MAY BE USED IN LIEU OF 5d COOLER NAIL EXTERIOR SIDING EFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION 'REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED ------ - --- T 1ST LEVEL SHEAR WALL ONLY. WHEN (2)7x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER VIF081 SD2 2z4 SYP #2 016O.C. MAX 2x4 SYP #2 @ 16" O.C. MAX , Mo. DiBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT 8'-0' 2x4 SYP #20Is- O.C. MAX 2x4 SYP #2®Is- O.C. MAX 2.4 SYP #2♦�Is- O.C.MAX 2x4 SYP #2 @ 17 O.C. MAX ON ,11 , i I i i I N31 SHEAR WALL SCHEDULEW/BOTTOM ANCHORS 3/4"=1'-(- BUILDER NOTE: 8'-0" 2x4SP#2016QQMAX 10147 2x4 SYP #2 ® 12- O.C. MAX 0 w y `a4 APPLY TO ENTIRE ...... SD01 REAR WALL OF _ .. .. ............... ......_ O END UNIT E 19 Rmt H4x10 -- H4z12-I fig Ym E 12 19 it 13 E F 13 11 S j I FJ3 BLANDING D BEAM NOTE OWNSET HEADER HEADER AT DOOR LOCATION NOTE: ATTACH BEAM TO MIN. 3-PLY BUILT UP COLUMN BETWEEN DOUBLE TOP PLATE & HEADER USING HUC46 p FJS"C•-.m B2z12- LANDING GE 11BEAM I W2 17 E 11'T ISWJ PLATE HEIGHTAT BOTTOM OF FLOOR SHEATHING FJ1 LL T IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS 1 i MANUFACTURERS LAYOUT (/ --'-STOP---- 1386-NR 1138ELR 1386-KR 1386-J 11388-M 1386-AR 1387-M 1386-BR 1 1386-0 AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY , BUILDING KEY TRUSSES 1 I i I 2.4 SYP #2 EXTERIOR FRAME WALL STUDS @ 7T O.C. MAX STANDARD 1ST FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. Z ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET U 2. AT ALL WINDOW/ DOOR OPENINGS @ IST FLOOR, CONTRACTOR LL g TO FOLLOW DETAIL WF09/SD2 3. U.AT ALL CORNERS, CONTRACTOR TO FOLLOW W5095D4 IAA) O I"" 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS ION SOLID PIECE) ```I FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING K V PER PLAN DETAIL WF70/SD4 AT ALL LOCATIONS AS REQUIRED. •NNN�N�• i 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING m(w•! V NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A O O :D U STANDARD DETAIL. IF ANV ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. z Q 0 ► WALL LEGEND �9 =9'-1- T.O.W. 1ST FLOOR 00 INTERIORIEXTERIOR Q e �Iw BEARING WALL =8'-l' T.O.W. 2ND FLOOR ••�•t®NI INTERIOR/EXTERIOR w BEARING WALL O z < =ALIGN WITH COLUMN ABOVE a - ¢ m O . 1 Qw SDO 1 W 1 0 0> ¢17 Z 7FSD4 a z d rc > - -- Y m H<x12 - - v" O u U fA D I - H4xi0 - p I D Rmi H4x10 'R_ 1 W 3 7 D 7 -- i _Rmi 1 '� 1 7 D 7 13 E 13 E ---- I '� -H4z12 '�+� _H4x:2 '�& -q1. N i D 7 I 7 D I E 13 7 E 13 7 p 7 7 D ; D 7 7 D 7 13 E 7 13 E I(I 0 O W a' D 7 I K I 7 D O a FJ3 I FJ3 E M10 m M. g a 1 VVD WD 1- 1 FJ3 FJ3 qi w Z 1 �F. I 6 u O w �O > 2 82z8 LANDING I B2x8 LANDING 1 BEAM I , - BEAM 1 1 1 ( O Z j 3' . ` D ... B2z8 LANDING i< t B218 LANDING I ?. 1 I NOTE DOWNSET HEADER AT .-F I - i BEAM I .... '::. F ..m D TE DOWNSET BEAM NO1 HEADERAT -1 Q o a: a a O Z DOOR LOCATION ET 1 D NOTE: DOWNSET FJ6- -- E/ DOOR LOCATION - 1 p FJB m __ I- w O a Z ]( 1�n R VVV ` NOTE: ATTACH BEAM TO MIN. 3-PLY BUILT UP I HEADER AT I I x NOTE: ATTACH BEAM TO MIN. 3-PLY BUILT UP I ,y = NOTE DOWNSET HEADER AT 1 (y/# COLUMN BETWEEN DOUBLE TOP PLATE 8 1 - , DOOR LOCATION 1 E �g9 COLUMN BETWEEN DOUBLE TOP PLATE & 1 , e E DOOR LOCATIONAFJ5 I LI rc rc H y I.L. V K HEADER USING HUC46 DMIN. "' NOTE: ATTACH BEAM TO UP i 1 D USING MUC46 I NOTE: ATTACH BEAM TO1 MIN.3?LV BUILT UPCOLUMN T" E E MNBBUILT BETWEEN DOUBLE TOP PLATE8 1::_.,_COLUMN EHEADER fy B2112 """'-'-""""^^-'� BETWEEN .LLC82x12 O WQV LANDING 1 �. HEADER USING HUCd6 ,... f ; LANDING -_._ _- 1 DOUBLE TOP PLATE&, USING HUC48F r p E BEAM F,% EHEADER J D iFIL LBEAM 82z12 E - a O:; I- 1 _ .. .: LANDING d I BW7 .:::BW7 ....' LANDING�BWI O ...BWI _ _ BEAM w > W i ., ...... ,... ,'AQ,K BWI 1 .. ... I d I a z z z O- � C FJ1 E .. _` S6 4} FJ1 f'� I9 ¢ ¢ i Q7 i , 1 FJ7 ...... E 1 E „ FA O T IN C 1 Z .I i FJ3 WO WD FM WD I I- O O ¢ 400 xi �J N i WD w I,., O FJ3 I FJ3 I FJ3 1. Q I 6E �E O O z LU= r2 mz BW2 D I' I, H2x6 I H216 H2z6_ I 1 wt 0 a rn W - 80 I _H2z5 .- BW2 I BV'2 O f APPLY TO ENTIRE D FJ4 I D I D I' Q m = 0 FRONT WALL OF H2x6 1 7 12 E Y I H2z8 H2zfi I FJ4 Y I H2z6 1 ,, m O N (� _H2ti2 END UNIT =__ .c. I FJ4 m I Y 8W2 - I ___ �. E 12 7 m F. 1 _H2x6_ ._. -_- i; ... x w ¢ IU J W Z j 0`r. FJ4 BW2 FJ4 I BW2 - .. DS OS ESW3 1 FJ4 m _ m.- -_- -- 1 2 7 12 E 1 FJ4 p - - -_- _'� ___ _ 1 E 12 7 D FA I 1° -.. o w O O ~ d U) H4z12 Rmi H3.Sx9.25 1 BW2 H3.5c9.25 Rmi 114x12 1 Bwt o H O, r a - - H4xi2 --- --- -- D _ Rm1 H3.Sx9.25 I D I H4zi2 Rm1 H3.Sx9.25 I I H3.5x9.25 Rmt H4xi2 , w O O STRUCTURAL ENG: TH ( 1Y46' EXTENT OFPORTALDETAIL) WALL FRAMING - SEE DETAIL) 19 13 E OF PORTAL WALL FRAMING WALL FRAMING -SEE DETAIL I I I 17- 2 ( PORTAL I (EXTENT SEE PORTAL WALL WALL FRAMING - SEE DETAIL) I i2'-272" (EXTENT OF PORTAL m y�� w z S8 ESW3 j D I I S I WALL FRAMING SEE WALL FRAMING- SEE DETAIL) i I 1 I WALL FRAMING- SEE DETAIL ) I STRUCT DP CHECK: CC JDB No. STAR-17147 p 2- SYP #2 EXTERIOR FRAME WALL STUDS 12" O.C. MAX S6 y < � SCALE: AS INDICATED 1386-NR LOT 38 1386-LR LOT 39 1386-KR LOT 40 1386-J LOT 41 1386-M LOT 42 w w� �� 09O1Q3 FIRST FLOOR FRAMING PLAN= NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND S5 1/8"=1'-0„ o COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ! I i E �% /101 13WNR 1.11 138649R 1 1386J 1386-M 1386-AR 1387-M 1386-BR 11386-0 BUILDING KEY SHEAR WALL SCHEDULE SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT TAG PANELS SIZE EDGES FIELD I TOP PLATE BOTTOM PLATE VERTICAL PI HORIZONTAL IZSIMPSON 5WTHREADED 1/YJ-B I TITEN HD ROD ESW W 8d O.C. (2)-ROWS 3' O C. 3' O.C. MIN. 21 STUD 21V 37 32 E$W4 PER DETAIL WFidSO4 COMMON 2.5'), x PER DETAIL VaF1dSD4 4 O.0 17 O.C. (2)-ROWS 3' O C 3' O.C. MIN. I(STUD 16" 24' 24 ESW3 3'O.0 170.C. (2}ROWS 3'O.0 3'O.C. MIN. (2}2x OR Ix STUD 12' 1 16' 16 ESW2 1 1 2" O.C. I O.C. I (2)-ROWS 3' O.C. I T OC I MIN. (2)-2x OR 4x STUD NOT ALLOWED 1 17 12' ISW7 12' GYPSUM 5d COOLER— 7' O.C. 7' O.C. T O.C. 7' O.C. MIN. 2, STUD MIN. 2x BLOCKING 24" 37 37 ISWB 6d S' O.C. 1Y O.C. 4' O.C. 4' O.C. MIN. 2x STUD 24" 37 37 ISVy4 7/16' STRUCTURAL 1 SHEATHING OR 15/32' SHEATHING COMMON (0.131'z 2.5) PER DETAIL WFidSDd 4' O.C. 12' O.C. 4' O.C. 4' O.C. MIN. 2x STUD is* 24- 24' ISW3 3' O.C. 17 O.C. 4' O.C. 4" O.C. MIN. (2}2x OR bx STUD 17 18' 18' ISW2 2" O.C. 12' O.C. 4' O.C. 4" O.C. MIN. (2)-Zx OR 4, STUD NOT ALLOWED 17 11 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESVJ& ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS —5d COOLER NAIL SHALL BE MIN. 0.089'KI- "LONG & IWW HEAD. No.6 TYPE DRYWALL SCREW (1-1W LONG) MAY BE USED IN LIEU OF 5d 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. al WHEN (2)2x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFM S02 SBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT SVV32 SHEAR WALL SCHEDULE W1 BOTTOM ANCHORS STANDARD 1ST FLOOR FRAMING 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW I DOOR OPENINGS @ 1ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WFOSW2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW W5095D4 (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 WF1 O/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION, ESW6 ESW6 ESW ESW3 1 1 I I i 1 I 1 I 1 1 1 SD 1 1 1 1 ..__... 7 F 7 D I I .. ............ D....7........F 7 D I APPLY TO ENTIRE SIN SDDO OF .A. SD01 _7 1 2 7 13 E I END UNIT p I SD F I D I E 19 SDd F- D 1 ftm1 __ HIx10 --_— E 13 7 2 Rm1 -- H4x10 ----^ E 1319 H4z12— D H4x12— E 19 p Rmi H4x10 D D Rmt H4x10 E 13 7 E 13 7 p 7 1 +`� +`� MIx12 1 E 13 7 H4,12M — ,I I D ❑7 11 13 F E 13 it 19 12 E 7 13 E , F13 1 FM 1 Z 1 E K i � ! WO 1 FJ3 FJ3 I I E K --- B2x8 LANDING "' B2x8 LANDING i BEAM BEAM 1 "' 1 - `- NOTE DOWNSET D -TJ6 - - B2x8 LANDING BEAM I - NOTE DOWNSET D B2c8 LANDING HEADER AT DOOR LOCATION —= �' E 1 1 HEADERAT DOOR LOCATION --= 1 BEAM E D NOTE: DOWNSET p 1 - D ( 1 ' NOTE' ATTACH BEAM TO MIN 3-PLY BUILT UP COLUMN BETWEEN I �f i =—= ,- FJ6 I—� 1 ` E NOTE: DOWN HEADER AT DOOR LOCATION i 1 - NOTE: ATTACH BEAM TO MIN 3-PLY BUILT UP COLUMN BETWEEN FJ6..-.... x — —= E/ HEADER AT DOOR LOCATION Lj O DOUBLE TOP PLATE 8 HEADER USING HUC4fi D —. E I m I 1 I i = NOTE: ATTACH BEAM TO MIN. 3-PLY BUILT UP COLUMN BETWEEN ' ' I _ 1 -' 1 DOUBLE TOP PLATE & HEADER USING HUC46 FJ5 . — I I p i E 1 - 1 — NOTE: ATTACH BEAM TO MIN. 3-PLY BUILT UP COLUMN BETWEEN ry - -- FJ5, B2x12 LANDING BEAM E n' - - c I .• 1 E p DOUBLE TOP PLATE 8 HEADER USING HUC48 (- .............. _ ..._.. "-" B2x12 �: LANDING - I ,....,. p BEAM E ... DOUBLE TOP PLATE 8 HEADER USING HUC46 FJS ~ m �_ - __ �, , •• •. y4 B2x12 '- _ -_.--• i - - 81,W - 1 �I E, 82x12 1 _. LANDING ;' .._ - .@ LANDING 8W _ BEAM s BEAM ,. FJS NO eWa - . - -: � EES6x / ( ��...: ' - ... -, , : BWn 11 rrrr. rrrrrr rrr rn� E 11 � 1 r.l D awl EE 1 == ISV✓J 11'4Y a 11 FA E 1 PLATE HEIGHT AT BOTTOM OF FLOOR SHEATHING �E FJ1 ... E 1 1 1 1 _ ®® A FA FJ1 1 FJ3 WO I FJ3 Ve0 'I 1 1 1 1 I FJ3 I �E FJ3 D BW2 d E D BW2 1 a E 11 i H2c6_ H2z6 1 _H2z6_ H2x6 E 11 'I I BWl p I I D BWI 1 FA7 12 E 1 1 H2x8 1 I FA_ 7 12 E 1 1 H2x6 H2x12 APPLY FRONT WALL OF WALL OF i FJ4_ _.. __= I FA I = __= END UNIT BW2 2 FABW2 Bwz FJI ' _ ___ m_ --- -- 1 E 12 7 '� D F14 1 — --- �— --- -- 1 ESWA OS S FA H4x12 Rmi H3.5x9.25 BYJ2 H4x12 Rm1 H3.5x9.25 m � Y Hdx12 'e� I I H3.Sx9.25 Rm1 H/x12 1 I H3.5x9.25 Rm1 17-2 12' (EXTENT OF PORTAL I I 17-212" (EXTENT OF PORTAL I 176' (EXTENT OF PORTAL WALL FRAMING -SEE DETAIL) 17-210 (EXTENT OF PORTAL WALL FRAMING -SEE DETAIL) E 13 19 m WALL FRAMING -SEE DETAIL) WALL FRAMING -SEE DETAIL) ; D E___ BS D EXTERIOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 81-0' 2x4 SYP 02 @ 16' O.C. MAX 2z4 SYP 92 @ 16' O.C. MAX 9'4T 2.4 SYP e2 @ 16' O.C. MAX 2x4 SYP e2 @ 12- O.C. MAX 94' 2.4 SYP Y2 @ 12- O.C. MAX 2x4 SYP 02 @ 12- O.C. MAX 101-0' 2x4 SYP N1 @ 12- O.C. MAX 2x4 SYP 01 @ 8- O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 81-0' 2.4 SYP &2 @ 16' O.C. MAX 2z4 SYP i2 @ 1S- O.C. MAt 9'_(r 2.4 SYP i2 @ 16' O.C. MAX 2.4 SYP i2 @ 16' O.C. MfJ# 91-C 2.4 SYP M2 @ Is O.C. MAX 2z4 SYP i2 @ 16' O.C. 10'-0' 2x4SYPN2012'0.C.MAX 20 SYP K2@12'O.C. Me EXTERIOR FRAME WALL NOTES 1. WALLSTUDS WITHIN SFT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REOUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL 2. STUD SPACING SHALL FOLLOWTHE CHART ABOVE U.N.O. ON TH1;0 FRAMING PLAN. 3. SEE DETAIL WFIOISD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 02 @ Is-O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND = 9'-1- T.O.W. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL 11 TERIOR/EXTERIOR BEARING WALL =ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1386-AR LOT 43 1386-M LOT 44 1386-BR LOT 45 1386-0 LOT 46 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 18'�1'-0'. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is stdcdy prohibited. 0 • 1Y N o _ O� LU x J.. Z • Q co Z og Z LL Q LL. W LL r1ISTRUCTURALENG: TH I `S STRUCT: DP z ac CHECK: CC O w JDB W. STAR-17147 i SMLE: AS INDICATED w MTE: owl= S5.1 HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS TAG STUD SPACING LUMBER SPECIES CONNECTION & FASTENERS UPLIFT CAP, ENTER/SIDE BLOCKING (2)2x8 02 SYP ATTACH KING STUD TO HEADER w/ TOP BOTTOM H2x6 W/ OPT. } FLITCH PLATE (6) 0.167 x 3-1? NAILS (PLF) (2)2xB M2 SYP ATTACH KING STUD TO HEADER wI BW Is- SYPM2 (3)0.148'X3_lW (3)0.148'x31/4' NO UPLIFT MID -SPAN H2x8 W/ OPT.? FLITCH PLATE (8) 0.167 x 3-10 NAILS Is- SYPM2 TOE -NAILS (1)SOWC156DO TOE -NAILS (1)SDWC15450 270 PLF MID -SPAN (2)2x1082SYP ATTACH KING STUD TO HEADERw/ BVVL H2x10 W/OPT. +}' FLITCH PLATE (10) 0.162• x 31? NAILS (2)2x12 Y2 SYP ATTACH KING STUD TO HEADERW ® 16' SYPA2 (1)SDWCIWW (1)SDW'C15450 270 PLF 1/3 PT. H312 W/ OPT.+]' FUTCH PLATE 00) 0.162' x 31? NAILS 12- Sypr2 (3) 0.148• x 37/4' (3) 0.148' x -1 M' NO UPLIFT MIDSPAN ® (3) 2x12 42 SYP ATTACH KING STUD TO HEADER w/ H3x72 W/OPT. } FLITCH PLATES (10)O.ifi7x 37? NAILS 12" 12' SYP/2 SYP/2 TOE -NAILS (1) SDWC15600 I (1) SDWCIWW TOE -NAILS (1) SDWC15450 (1) SDWC754.50 300 PLF 360 PLF MID -SPAN 13 PT. BW5 H3.5x5.5 (2)1.75.6.5' LVL ATTACH KING STUD TO HEADER w/ (6) oI62• z 3-1/Z' NAILS H3.5x7.25 (2)1.75'x7.25' LVL ATTACH KING STUD TO HEADER W BW5 (8) 0.162" x 3-1? NAILS H3.5x9.25 (2)1.75'x92S LVL ATTACH KING STUD TO HEADER w/ (10) 0.167x 31? NAILS 8W7 1 Is- Is- SYPi2 SVPM2 (1)SDWC156DO 0)SDWC756W (2)SDWC15450 (2)SDWC15450 440 PLF 140 PLF MID -SPAN 1l3 PT. H5.25x11.25 (3)1.75'01.25" LVL ATTACH KING STUD TO HEADER col (12)0.162'x37? NAILS BW8 3.5'x5.5" AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER col H4z6 HEADER (6) 0.162' x 3-t? NAILS BA8 17 12" 1S SYP02 SY- SVP42 (1) SDWC15600 (1)SDWCISSM (2)SDWC15fi0D (2) SDV11C15450 (2)SDWC15450 (3)SDVYC75450 590 PLF 590 PLF 776 PLF MID -SPAN 1/3 PT. MID -SPAN H4x8 3.5"x7.25" AFP 1.6E SHORT SPAN HEADER ATTACH KING STUD TO HEADER w/ (6)a 162. x 3-1?NAILS BWI H4x10 3.5 x9.5' AFP 1.6E SHORT SPAN HEADER ATTACH KING STUD TO HEADER wI (10)0.162'x 310 NAILS BWI7 3.5.11.2S AFP 1.6E SHORT SPAN HEADER ATTACH KING STUD TO HEADER w/ (12) 0.187 x 310 NAILS END VERTICAL TO KING STUD W/(6)- PNDR SEE DETAIL HDI4 THIS PAGE 0.131x3' NAILS BWn HEADER SUPPORT SCHEDULE - SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS Q EA. END STANDARD BEARING WALL W/STRAPS NOTES 1'(r TOT-11- 1 1 4'-T TO T-11" 2 2 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2X4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF N2 OR SYP 02 U.N.O. ALWAYS NAIL SUDS TO TOP AND BOTTOM PLATE W (3) 0.131"x 3' TOENAILS. ALL LOAD BEARING WALLS SHALL HAVE SYPi2 DOUBLE TOP PLATES d 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. 8'47 TO S-IV 2 3 IV-0' TO 12d 3 4 STANDARD HEADER NOTES 1. VERIFYw/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAYBE INSTALLED WIOUT APPROVAL 5. IF "SW CALLED OUT ON 2n FUR. SEE PLAN FOR STUD TO STUD CONNECTIONS. FROM E.O.R. . MID OR } PT. BLOCKING TO BE 2x W/(2) 0.131"x T TOE OR END -NAILS EACH END. 2. ALL HEADER JACKSMWGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 7. WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ATTACH STUDS TOGETHER FOLLOWING DTL. WFOB/SD2. ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET, 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF ol1 x3" NAILS @ a. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'0. IF BRG. WALL IS INDICATED "NO 12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2.10 UPLIFT'. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET TO BE TOE-NAILED/END NAILED TO THE PLATES & THE 2X P.T. BASE PLATE CAN BE ATTACHED WIHARD CASED INTO HEADER GUN NAILS AND WILL NOT RED. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 4. NAIL KING STUDS TO HEADER w/(3) 0.148•x3" TOE -NAILS PER SIDE IN ADDITION TO NAILING . FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MDO3/SD1 U.N.O. ON PLAN. PER HEADER SCHEDULE. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 5. IF MORE THAN (1)KING IS REO'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REGD. l 1. COLUMNS WITHIN BEARING WALLS wfUPUFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO NAILS FROM tat KING INTO HEADER THEN ATTACH ADDIT1. KING PER DTL. AF08/ SD2. INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOP/BOTTOM AND HAVE AN ANCHOR (AS DEFINED OTHERWISE, CONTACT E.O.R. FOR READ. WOOD SCREWS. BY DETAIL WF07A THIS SHEET) WITHIN 6-FROM THE COLUMN. 6.IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 13. AT NON -BEARING WALL LOCATIONS 2x4 SPF/2 STUDS @ 24'o MAX. ARE ADEQUATE. AT NON -BEARING 8. SEE DTL WNFO9(SD2 FOR 7ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS HEADERS USE (2)2x4 FLAT w1(3)0.l31"x3' TOE -NAILS EA. SIDE AND CRIPPLES AT 24c.c. AT 2STORY OPEN AT 2 STORY CONDITIONS. SEE 2NO FLOOR NOTES FOR MORE INFO. AREAS INSTALL NON -BEARING WALL STUDS @16'o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE)AND 9. AFP 7.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: SINGLE TOP PLATE ARE ADEQUATE LEAVE A I GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER E = 1600000 Psi, FB = 1500 psi, FV = 175 Fv, FC-PERP = 650 psi. (2) 0.131'x3" TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/EITHER GUN NAILS @32'o.c. OR (2) 10. WHERE SYP d2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.8E 0.148'k37/4• NAILS TO EACH FLOOR TRUSS. SHORT PAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION 14. IF QU ICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE SCHEDULE ON SHEET WP7. ABOVE BEARING WOOD WALL SCHEDULE, NO SP4'S ARE REQUIRED. 11. AFP 1.8E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS 2-1Iq' TIRN FQ MIN. SIMPSON -HDMAX SCREW wos���v�wwc AS INDICATED ON THE STRUCTURAL PLANS 'BASE O NSTALL D @ ANCHOR INSTALLED @MAX. 24' O.C. WI MIN. CONNECTOR' ie, SIMPSON TITENND, 1? THREADED ROD, T EMBEDMENT INTO FOUNDATION. AND 10,1-BOLT, MAY BE INSTALLED AND OR SUBSTITUTED MAINTAIN A MIN. 24/4' EDGE DISTANCE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW FROM THE CONCRETE OR MASONRY FACE. FOLLOWING THE INSTALLATION INFORMATION PROVIDED ON INSTALLERS: REFER TO MANUFACTURERS THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. END 7PACIM ALL "BASE CONNECTORS"SHALL BE SPACED AS INDICATED z-7 M THREADEDROD VWEPDXY/111CLIOR. DRILL & EPOxV: MIN. Sib" THREADED ROD, THIS SCHEDULE, 6• FROM ENDS OF WALL FRAMING, AND WITHIN S EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ti ASTM F1554 GRADE 36 F =36ks1 Fu=5=8ksi . Y A ti: INSTALLED MAX. 370.C. WIMINT 1 1 AT . AT INTERIOR FRAME WALLS: SIMPSON BP OR BP512 SQ, EMBEDMENT INTO FOUNDATION USING WASHER EQUAL . • PDX SIMPSON SET-%P EPDXY OR EQUAL T EXTERIOR R H TH F SIMPSON IO SHEATHED 2. A EX ER O S EA EO RAME WALLS: USE 50 FRAME MAINTAIN AMIN. 2-1/4'EDGE DISTANCE BP OR BPSSUsI.G.3 SQ. WASHER OR EQUALHOLESOT29'). FROM THE CONCRETE OR MASONRY FACE 3. WHEN USING WASHERS WITH SLOTTED HOLES, A STANDARD CUT WASHER IS REQUIRED BETWEEN NUT J490LT: AND THE PLATE WASHER. MIN. 1? JSOLT INSTALLED @ MAX. 37 O.C., 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER 2-1/4 MIN. ASTM A307 OR BETTER W/ MIN. T SHALL EXTEND TO WITHIN 1? OF THE EDGE OF THE 1? EMBEDMENT. MAINTAIN A MIN. 2-1 /1' EDGE BOTTOM PLATE ON THE SHEATHED SIDE. LEG DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEGJ-BOLT SHALL BE MNR: A MIN. 7-1? AS MEASURED FROM SHAFT BUILDER SHALL USE AN APPROPRIATELY SIZED HEX NUT FACE TO END OF LEG AS SHOWN THIS MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS 2/3'a OF ATURN. VF07 STANDARD BASE PLATE CONNECTOR SCHEDULE BREAK SHEATHING AT KING `NAIL END VERTICALS TO TO JACK STUD TRANSITION / KING STUD PER HEADER /SCHEDULE. A CONT. PLATES w/ 0131x 2-10 NAILS @ 3- O.C. THICKNESS AND TYPE PER PLAN .�J VERTICAL BLOCKING@16 O.C. ABOVE OPENING AND AT EA. END OF HEADER SEE HEADER SUPPORT A SCHEDULEFOR FASTENSHEATHING Wol TO REQUIRED KING STUDS COLT. PLATES w10.31 x 2-1? NAILS @ 4'47' MAX CLEAR SPAN 3.O.C. SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACKSTUDS HD1.4_ BUILT-UP PANEL HEADER DETAIL 1? = 1'-0• CONT. DOUBLE TOP PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING TOP OF FRAME WALL 2 1 b TOP OF WINDOW -CONTINUOUS DOUBLE BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION A -A COLUMN SCHEDULE CONNECTOR SCHEDULE A (212x SPF n BUILT UP STUD COLUMN(STUD SIZE TO TAG SIMPSON CONNECTOR NOTES TYPE VALUES I VALUES MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) SPF(Ib) SYP(lb) B (3)2x_ SPF t2 BUILT UP STUD COLUMN(STUD SIZE TO (7)-SOM156DO SCREW, REFER TO DETAILS I, IA AND FRAMETO MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN a 2 ON SHEET SDAC FOR INSTALLATION REQUIREMENTS 1E FRAME 485 615 C (4) 2X_ SPF #2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) (2)-SDWCIWW SCREW, REFER TO DETAIL 5 ON SHEET FOR INSTALLATION REQUIREMENTS 1D FRAMETO FRAME (1)PLY 1045 (2)PLY940 (1)PLY 1195 (2)PLY 1075 D CD (212x SVP>I2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) (1)PLY TRUSS HIM W/(18}0.148" x 1-1? NAILS OR FRAMETO KIOA IO15 H10A 1105 a (2)PLY TRUSS HIM-2 W/(18)-0.148"x 14?NAILS FRAME HIOA-2930 H10A-21080 E (3)2x SYP>/2 BUILT UP STUD COLUMMSTUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN q� HTS20 WI(16). 0.148' x 1-7? NAILS F FRAME E F 1215 1445 F (4) 2x_ SYP 02 BUILT UP STUD COLUMN(STUO SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PUN) El (2)HTS20 W/(i 6}0.148' x 1-7? NAILS EACH FEE E 2430 289D 6 100131' 1-7 H2.5A W/(}.X ? FRAME TO 540 625 G 4x6 SYP 02 POST FRAME /� a DTT2 W (8} 114' x 2-12" SDS SCREWS & i? EPDXY 4 S COLUMN TO 1685 1685 . H > 4x8 SVP- POST ANCHOR CMU/FTG. E8 (2)- CSHP78 OR (2} CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. TEND LENGTHS & BOTTOM) W/ 2-1? NAILS B COLUMN TO 2080 2060 �/ J > ex. SYP Y2 POST (TOP (14)-0.131" x EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. FRAME 1000 SVPI2 POST (PT IF USED IN AN EXTERIOR APPLICATION) 9 CSHPIB OR C520 COILS STRAPS COLUMN TO HEADER, OR COLUMN BELOW. MIN. 9' END LENGTHS (TOP & BOTTOM) W/(14}0.131"x 2-1? NAILS. PROVIDE SOLID 8 COLUMN TO FRAME 7030 7030 CL/�BEAM, L > 4x4 SYP l2 POST (PT IF USED IN AN EXTERIOR APPLICATION) BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. / 6x6 SYP t2 POST (PT IF USED IN AN EXTERIOR APPLICATION) 1O 2} 6' SIMPSON SDVVC15600 SCREWS TOP d BOTTOM OF JAMB STUD COLUMNS. TOE -SCREW TO HEADER AND BOTTOM PLATE THROUGH WIDE FACE OF COLUMN PER FRAMETO FRAME 595 � /� ," N > �/ 8x8 SYP V POST (PT IF USED IN AN EXTERIOR APPLICATION) DETAIL 12/SDWC / 312'k31/2' ENGINEERED LUMBER COLUMN. PER HTTSKT COLUMN TO FOUNDATION W/ (26} $10 x 2-10 V STRUCTURAL COVER SHEET 11 D SCREWS. 518" ALL THREAD ROD TO CONCRETE WITH S SIMPSON SETG EPDXY, U.N.O. ON PLANS: MIN. W EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING 536D 5445 Co312kS1/4" ENGINEERED LUMBER COLUMN. PER STRUCURAL COVER SHEET BELOW CONCRETE CURBS. W12-1/4" MIN. EDGE DISTANCE. R 3-72XT ENGINEERED LUMBER COLUMN. PER STRUCTURAL LSTA18 WI(14){).t48' X 2-IrT (CENTER STRAP ON HEADER ESTUDS O COVER SHEET 12 STUD) (2)1_STA18 WI(14)-0.1 d8" x NAILS EACH (CENTER HEADER TO 1115 1235 g 3-1-1-I? ENGINEERED LUMBER COLUMN. PER 73 STRUCTURAL COVER SHEET O STRAP ON STUD) ON S STUDS 2230 2470 T 5-1/4'kSi/4' ENGINEERED LUMBER COLUMN. PER (1}A34ANGLE W/(8}0.131"x1-1?NAILS @16'O.Q. MAXd6'FROM EA. END. PROVIDE WEB FILLERS AS FRAME TO 300 PLF 348 PLF STRUCTURAL COVER SHEET 14 REQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LITERAL) (LITERAL) V > 5-1-r ENGINEERED LUMBER COLUMN. PER STRUCTURAL HGA10W/(4)7/4-z1-1?SDS SCREWS &(4)7/4"x3-SDS FRAME TO SQ 1165 COVER SHEET 15 SCREWS FRAME (LATERAL) (LATERAL) % 71T ENGINEERED LUMBER COLUMN. PER STRUCTURAL 7fi MSTC28 WI(28)-0.148-x 31/4" NAILS CENTERED SUDS TO 2325 2690 COVER SHEET BEAMIGT 31?x11-]/8'ENGINEERED LUMBER COLUMN. PER 77 MSTC40 W/(24}0.148' x 3-1/4' NAILS CENTERED W 8 STUDSTO 1993 2306 ,' y > v STRUCTURAL COVER SHEET 21-114" CLEAR SPAN & 9" END LENGTHS STUDS i8 HUC410 CONCEALED FLANGE HANGER WU(12) 0.167 X FRAME TO U =981 U = 1077 5.1-x 947 ENGINEERED LUMBER COLUMN. PER 3-112" NAILS &(6) 0.148' X 7 NAILS FRAME R=1866 j R=2166 Z STRUCTURAL COVER SHEET 19 HTT4 WI(18}0.162' x 2-1? NAILS W5/8' EPDXY ANCHOR 4.7 COLUMN TO FTC. 3G40 SYP 4321 PSLhVL: 3B1' STANDARD COLUMN NOTES CONNECTOR NOTES 1. NAIL ALL BUILTLP STUDS PER DTL. WFWSD2. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 1. UNLESS NOTED OrHERWISE ON THE PROJECT PUNS, CONNECT ALL STRUCTURAL MEMBERS: BE P.T. OR WOLMANIZED. A. TRUSS OR BEAM TO MASONRY (PERPENDICULAR CONDITION) NOT APPLICABLE 3. CONTRACTOR TO USE ABU BASE CONNECTORS 0SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS B. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION), WITH A MINIMUM EDGE NOT APPLICABLE 4x4: ASU44Z w/(12X1.16 3t" NAILS& r EPDXY ANCHOR MIN, Dill STANCE OF 3" 7, EMBEDMENT C FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY PARALLEL CONDITION), WITH ( I NOTAPPUCABLE 6.6: ABU66Zw/(12)].162Y 3}'NAILS &}'EPDXY ANCHOR w/MIN. M I NIMUM EWE DISTANCE OF 1->n' T EMBEDMESEDMENT D. ALL ROOFTRUSS/PURLIN/RAFTER TO FRAME(PERPENDICUUIR CONNECTION)O2 Ell EA. OR Q/EA, 8,8: ASU88Z 1/(18)0.16Z''x 3t• NAILS d(2)t" EPDXY ANCHORS w/ E. HIP JACKS LESS THAN T-D'LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPUFT OF 535 a MIN. 7' EMBEDMENT / EA. OR / EA. BS. .1 NAILS & (2)}' EPDXY DM1 N RS WHIN. 7' EMBEDMENT ANCHORS w/MIN.TEMBEDMENT ANCHORS F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PUN. 4.POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3}0.131" AND BASE PLATES U.N.O. ON PLANS. x 3" TOE -NAILS. 5. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER ALL HEADER INS. 2. IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3} 0.131" X 3"TOE-NABS. 6 SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER TRUCTUSUPPORTS/ COVER SHE 3. STRAP MAY BE INSTALLED OVER MAXIMUM 23/32" SHEATHING, USE 2-1/2" NAILS LLO. 1-1/2" NAILS. SPECIFICATIONS. 4. PROVIDE SUCUT WASHERS WHEN REQUIRED BY SIMPSON SPECIFICATIONS. HEX SHALL BE WRENCH TIGHT 1/3 TURN. Q 1/ 7. COLUMN CALLOUT U NDER HEADER REFERS TO THE NUMBER 5. 1/2" ALL THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN. TEMBEDMENTTO GROUTED CMU OF JACK STUDS REQUIRED. WALL W/ 2-1/4- MIN. EDGE DISTANCE. MIN. 7- EMBEDMENT TO CONCRETE FOOTING W/ 2-1/4- MIN. EWE 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 N4 OR N5 BAR. MAINTAIN 2-1/4-MIN. EWE DISTANCE. IF THREADED ROD CAN BE CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO I2". 7. 51W ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3 G EPDXY. U.N.O. ON PLANS: MIN. 7" EMSEDMENTTO CONCRETE FOOTING W/ 2-1/4" MIN. EDGE DISTANCE. FULL CAPACITY ACHIEVED WITH 12" END DISTANCE FROM EXTERIOR CORNERS. MINIMUM DISTANCE FROM CORNERS IS 2-1/4" WITH A CAPACITY OF 2650 LBS. S. REFER TO SIMPSON LITERATURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN& END LENGTH MEASUREMENTS. BEAM SCHEDULE TAG I BEAM SIZE I CONNECTIONS TO BEAM: SIMP. HU46OR HUC46 w/ (12)-0.162'x 3t' (2)2x6 SYP NAILS & (6)-0.148x 3" NAILS. (2165/ UPLIFT=1135) U B2X6 WITH 1? FLITCH PLATE TO MASONRY: SIMP.HU46 OR HUC46 w/(8)1M'x 2S/4' TAPCONS & (4)-0.148" x T. (U=760/R=2DW) ON MASONRY: MSTAM24 w/(9).0.148" x T NAILS 8 O (5}1/4'x2-1/4" TAPCONS (UPLIFT 21375) w TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) w (2)2R812 SYP TO BEAM. SIMP.HU48 w/(14}0.162' X 3t" NAILS d (6)-ol48•x 3" NAILS. (2530AJPLIFT=7135) Y `,1 1 I"� I'''0 B2x8 WITH 7? FLITCH TO MASONRY: SIMP. HU48 OR HUC48wQ6}0.148'k 3' PLATE NAILS &(10}t"x 2t' TAPCONS.(2500/UPLIFT=1135 ON MASONRY: MSTAM24 w/(9)-0.148• x T NAILS & `� / (5)- t" x 2? TAPCONS (UPUFT=1375) •••••••••••• •• - /� TOP ST: SIMP. HTS20 OR LSTA18(UPUFT=1235) .' TO BEAM: HU410w/(18)0.162x 3t" NAILS & i 0 1"" R2 SYP (ITO (10}0.148'x 3" NAILS. (3250NPLIFT=1795) MASONRY: SIMP. HU410 OR HUC410 w/ `xA70 rJ LL O //JJ B2X10 WITH 1? FLITCH PLATE '♦, (10}0.148'x 3" NAILS d (14} }" x 2t' TAPCONSy` O Gp = (3560/UPUFT=1800) ON MASONRY. MSTAM24.4s)-0.148• x 3" NAILS;. 2f y 1 (5}t'X 2t"TAPCONS(UPLIFT =1375) � Elf O Y Z - 9F Q z TO POST: SIMP. HTS20 OR LSTA78 (UPLIFT=1 TO BEAM: HU410 wI(ISK.162*. 34" NAILS d (212x12425VP (1D)0.148N T* NAILS.(325(MJPLIFT=1795) TO MASONRY: SIMP. HU4100R MUC410 w/ ���•fyl�J �( • • B2x12 WITH 12 FLITCH PLATE (10}0.148•x 3" NAILS & (14} t' x 2t' TAPCONS • • `\ (3500NPLIFT=1800) ON MASONRY: MSTAM24 W(S-0.148' x 3" 2 • `� (5)- t" x 2t" TAPCONS (UPLIFT = 1375) p TO POST: SIMP. HTSZO OR LSTA18 (UPLIFT=1235) TO BEAM: HU410 W(18)-0.162•x 3t" NAILS & (10)-0.148"x 3• NAILS. (3250AJPLIFT-1795) p r 835x11.25 (2)1'75'x112S TO MASONRY. SIMP, HU410 OR HUG410vd m0 w LVL (10}0.148-x3-NAILS d(14} t'x 2t" TAPCONS. W (3500NPLIFT=ISW) ON MASONRY: MSTAM24 w/(9)-0.148" x 3" NAILS & < (5)-t"x2t"TAPCONS(UPLIFT =1375) F TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) O TO BEAM: HU410 w/(78)-0.167x 3t' NAILS & p Z (10)-0.148'x 3" NAILS. (3250/UPLIFT=1795) m 33.5x11.875 (2)1.75•xIl.875- TO MASONRY: SIMP. HU410 OR HU 410w/ 0 F LVL (10)-0.148'x 3•NAILS &(14}t'x 2t"TAPCONS. a d (350C/U PLIFT=1800) rc� ON MASONRY: MSTAM24 w/(9NJ.148' x T NAILS & i a V (5)- t' X 2t" TAPCONS (UPLIFT = 1375) ~O (1) MV RTSr00 L = 4 0) ¢ TO BEAM: SIMP. HU410w/(18)-ol62-X 3#" & W Q (10)-0.148' x 3' NAILS. (325WUPLIFT-1795) TO MASONRY: SIMP. HU410 OR HUC410wd r O �$ O 83.Sxi6 2 ()1.7Sx16" LVL (10) 0.148' x 3' NAILS & (14} t'x 2t" TAPCONS. 'o a (3500NPLIFT=1800) -0ON MASONRY: (2) MSTAM24 w/(9)4.148'x 3' NAILS & 21Q W (5)-t" x 21• TAPCONS EACH STRAP (UPLIFT=2750) 0 O 2 MAIL BEAM TOGETHER USING (4) ROWS OF 0A 48' x 3 kNAILS 0 6' O.C. EACH SIDE p Q ¢ Q' TO POST: (2) SIMP. HTS20 OR LSTA18 (UPLIFT=2470) w 3O ON MASONRY: (2) MSTAM24 w/(9)-ol48"X 3- NAILS & ] B5.25x16 (3)1.75'x76"LVL (5)-k x 2t' TAPCONS EACH STRAP(UPLIFT = 2750I i w _ } 'U.N.O. NAIL BEAM TOGETHER USING (4) ROW S OF O r ZE �v 0.148'x 3t• NAILS 6. O.C. EACH SIDE LLO U �y 13J O-m TO POST: a,61MP. HTS20 OR LSTA18 (UPLIFT-2170 ON MASONRY: MSTAM24 wl(9}(1.148'k 3' NAILS 8 O W F B3.5x20 (2)1.7TX20' LVL (2) (5)-X 2' TAPCONS EACH STRAP (UPLIFT = 2750) j 0 Oa z 0 GoW R -C � g Z 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF 0.148'x 3?NAILS @ 6' O.C. EACH SIDE j O W 0 �x W W J 2 8 N Z g STANDARD BEAM NOTES 1. NAIL ALL (2) 2X BEAMS TOGETHER USING (2) ROWS OF 0.148" x 3t' NAILS 17o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR URGER, MIN. 2-FRO M m w O w r TOP AND BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHER USING ROWS l31 vQi m OF 0.148'x 3}" NAILS @ 6o.c. (TVP. ONE SIDE) MIN. 7 FROM TOP AND BOTTOM > O _3 N OFBEAM W: 0' ♦- ~ W 2. VERIFY WPLAN CORRECT LENGTH OF BEAM REDD. (MIN. 7 BRG. EA END OR MIN. < O 0 rc 2O o O T BRG, ON MASONRY) O m W !O 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. i W ` i O 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT s Cl) WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 6. SIMPSON HTS20 MAY BE SUBSTITUTED WITH SIMPSON HTS20-REVMa u � N m w i z C w w OF # t0 C 0 Z O 3O CO Qom.. 'A¢ a J F p O < O U Q o W � m J w =LUZ W - iw m xy0 0 � - w �a-Wi U :1Ul Z M J>0 0.0 NCP • im2 � w f w � O 6TiUCTURAL ENO: TN DRAFTNO: uj w O j S STRUGT DP OCCHECK: cc U Q o JDB No. STAR-1]14] w NOTES & < = ww 4 sG E AS INDICATED DATE: 09/0123 CONNECTOR LEGEND p= S5.2 O 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. 13e6-NR 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 - WS46ISD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD4 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL W FIOIS04 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. (STARLIGHT) - SCHEDULE 1. WALLSTUDSWATHIN SFT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR j��/ I � I I REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE 1 EXTERIOR PLASTER FINISH FRAMING PLAN. 3. SEE DETAIL WFIO/SD4 FOR REQUIRED WALL SHEATHING WALL HEIGHT INTERIOR ZONE END ZONE THICKNESS & NAILING PATTERN. l / I 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF A/ NAILS ARE OVERDREN, THE TO 1386J 13B8-M 1366-AR 11387�7 1386BR 1386-0 8'-0' 2x4 SYP Y2 ® Is. O.C. MAX 2x4 SVP i2 Q 16. O.C. MAX ENTIRE SHEET OF SHEATHING IS BE REMOVED AND REPLACED. IF MORE THAN 2D% OF THE 81-V 2.4 SYP 02 ® Is- O.C. MAX 2x4 SYP e2 Q IT O.C. MAX SHEATHING IS OVERDRNEN, CONTACT FOR FOR REVIEW OF BUILDING KEY EXTERIOR4STUDS. 4 9' 2,4 SYP e2 @ IT O.C. MAX 2x4 SYP B2 ® IT O.C. MAX . IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #2 ® 16 O.C. MAX U.N.O. ON FRAMING PLANS. 1o'-0' 2x4 SYP 410 IT O.C. MAX - 2x4 SYP 4106" O.C. MAX ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE ENDZONE 61-T 2x4 SYP 02@IS- O.C. MAX 2(4 SYP 02®IS- O.C. MAX 91-T 2x4 SYP e2 016- O.C. MAX 414 SYP e2 61S" O.C. MAX 9'-4" 2z4 SYP e20Is- O.C. MAX 2K4 SYP 620 IS- D.C. MAX 101-W 2x4 SYP e2 @ IT O.C. MAX 2x4 SYP #2 ® IT O.C. MAX 1 1 I 1 I I 1 I 1 1 1 1 1386-NR LOT 38 1386-LR LOT 39 1386-KR LOT 40 1386-J LOT 41 1386-M LOT 42 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND =9'-1-T.O.W. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL = 9'-1"T.O.W. 2ND FLOOR INTERIORIEXTERIOR BEARING WALL =ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES N ``.1%%J111111/j/' ki _*- &c Y (� 2) U L2y'��1 m Lu A Q 0 w F QwQ W C O F 0 U m Z >a0 O Z F aza waU = W w � 10 f O - w of O O U Q ZOZ ?I Q O ~ a i U F O H 0 0 p z v g ILL Ill Uj O (9 N� Oz O r o W w O .!Z �N< J LL Q O F- ILL OF w W K 111 W Z W N 5F > 7 U 2 (7 A. O wU Q Z � D w W d F t � C S O co ±i N N 0 o H W C G V z J X r � O < w 2 W Z - 0 zw T- =a �ww Ja'WO a- o'0 o0 Q'�IA Ha} NM uo uw Hs 0 S sTRUCIURAL ENG: TN DRAFTNG: H H o 7 STRUCr: DP CHECK:. CC JCS No. STAR-17147 7 0 � w SCALE: AS INDICATED ZI IMTE: oaolro i � ROOF FRAMING PLAN p a �-0.1 2 0 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. 1386-NR 1306J 1138" 11386-AR 1 1387-M 11388-SR 1 1386-0 BUILDING KEY VIN Ilm I 1 1 I 1 I 1 1 1 I I 1 1 I I 1 I i 1 I SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 81-0" 2x4 SYP 02 016' O.C. MAX 2z4 SYP M2 0 16- O.C. MAX 91A' 20 SYP 02 @ 16- O.C. MAX 2,4 SYP #2 @ 12- O.C. MAX 9'd' 2x4 SYP 02 @ 12- O.C. MAX 2x4 SYP e2 0 12' O.C. MAX 101-0' Z14 SYP *1 @ 12' O.C. MAX 20 SYP Ni ® 8- O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 8'-0' 2x4 SYP 02 @ 16- O.C. MAX 2,4 SYP i2 ® 16' O.C. MA) 91-T 2x4 SYP #2 @ 16- O.C. MAX 2x4 SYP 02 ® 16' O.C. M 911' 2x4 SYP Y2 @ Is- O.C. MAX 214 SYP 02 ® 16- O.C. M40 101d 2x4 SYP i2 @ 12' O.C. MAX 2x4 SYP #2 012- O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAIL VrF 10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILNG PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED MATH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 02 @ Is- O.C. MAX U.N.O. ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: I. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS Q 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - WS02/SD3 OPENING SITTING ON WOOD BEAM-N5461SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL W509/SD4 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WFIO/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND = Y-I' T.O.W. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL =8'-1' T.O W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL * =ALIGN WITH QOLUMN 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 43 1386-M LOT 44 1386-BR LOT 45 1386-0 LOT 46 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND ROOF FRAMING PLAN 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. oti •e.eee•• • � i s D F'a O1 • • J _ • Q o • � • � M coo e•• • N 4? Q� C6 pip }4 s J �8� Z8 �5 LL d r - o OZ 04 a- - Et <3 LL F wW ZOO .0 �a zMa C w O `O O a z� 0 Go En C E a y=O o LU m J - 1-a3 IL w O 0 F. U0X J X Z aLU a JO Noa'1� • ya 2 n SIRUCMtPLENc: T-I a-ECK: CC Q w JOB No. STAR-11147 AS INDICATED w DATE: 0910123 H o S5.4 ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SYW{2 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2)-2x TOP PLATE PER PLAN. - NAIL SHEATHING W!(2)-ROWS 0.131' x 2-12 NAILS &, 3' O.C. SHEATHING TO HEADER VW — 0.131' x 2-lr2' NAILS AT 3' O.C. HORIZONTALLY & VERTICALLY AT PORTAL FRAME. MIN (3)-a JACK& (i)-2x KING STUD - (3}2x JACK STUDS MIN. 7/16' STRUCTURAL 1 SHEATHING, OR 15/37 EXPOSURE i SHEATHING. CONTINUOUS FROM BOTTOM PLATE TO MID -HEIGHT OF FLOOR SYSTEM. NAIL ALL EDGES TO STUDS OR COLUMNS W/ 0.131'x2-10 NAILS @ 3- O.C. & 3' O.C. IN THE FIELD. 2)-2x BOTTOM PLATE, NAIL TO — SHEATHING W/ (2) ROWS 0.148' x 3' NAILS 0 3- O.C. FRAME SHEAR WALL SEGMENT DIMENSIONED THIS DETAIL),SHALL BE 1 STALLED CONTINUOUS B FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. SHEAR WALL 2'4r 3-1R• x ll-114' HEADER PER PLAN. EXTERIOR SHEATHING 8 NAILING PER DETAIL WF70/SD4. ELIEVA710116 V AND V ADU2x7SPP8I5T'L NDER 2ND FLOOR JAMB COLUMNS. INTERSECT ONNDS @ WALL (GARAGE OPENING) MIN (3}2x4 JACK STUDS 8 1 2x4 - KING STUD. NAILED PER S 2NDARD HEADER NOTES. (2)-2x BOTTOM PLATE. NAIL TO i SHEATHING W! 2 ROWS 0.148' x 3" NAILS 3' O.C. FOUNDATION PER PLAN. EXTERIOR ELEVATION 1/2'=l'-V (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. WEND LENGTHS. (2)-h BLOCKING BETWEEN STRAPSANO HEADER, AND WITHIN FLOOR SYSTEM. ,—FLOOR SYSTEM PER PLAN, NOT SHOWN / THIS DETAIL FOR CLARITY. 3.5' x 11.25 HEADER PER PLAN. (2)-LSTA18 OR (2)-CS20 STRAP W/ 0.148' x 3' — l^ V NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. 9' END LENGTH OVER Z JACK STUD. (2)-2x BLOCKING BETWEEN STRAPS Z AND HEADER W (GARAGE OPENING) CL O HTT4 BASE CONNECTORS W/(18)0.167 x 2-112' - } NAILS & 5/8' THREADED ROD W/ MIN. 17 EMBED BELOW CURB TO FOUNDATION USING F SIMPSON SET-XP EPDXY. MIN. 2-1/4' EDGE Z DISTANCE FROM FACE OF CMU W SIMPSON DTT2Z W/ (8} 1/4' x 2-1(7 SDS RI SCREWSB1? EPDXYANCHOR. ANCHOR SA L RAVE MIN. 7' EMBEDMENT i - BELOW LOWEST GARAGE OR PORCH SLAB WI SIMPSON SET-%P EPDXY. FOUNDATION PER PLAN. . 4' (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 NAND OR (2)-2x BLOCKING PER SCHEDULE AT ALL PANEL EDGES ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF SPLICES. (3} 0.131' X 3' TOE -NAILS EACH END. NAIL A SINGLE OPENING LARGER THAN 16' WIDE x 48' TALL IS REQUIRED, OR IF NELS TO BLOCKING WITH EDGE NAIL SPACING. THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS 8 SO. FT. (2)-2%TOP PLATE, I� ISHEATHING k1,INME ki CONTINUE ABOVE AND BELOW OPENINGS INDICATED ON �- I FRAMING PLAN. 1 I I I I' 1 1 1 11 ` — 1 I I 1 ` I I ' \II END NAILS TO TOP & BOTTOM TYPICAL INTERIOR SHEAR WALL 3/4'=l'-W IT ANCHOR AT 4' TO 81 ZOM ENDS OF WALL rTOM PLATE SPLICES, OR HOLD-DOWNS. WALL FRAMING& - FLOOR SHEATHING& FLOOR-TOFLOOR NAILING PER PLAN. CONNECTIONS PER PLAN. -' (2-2XSSYP#2 JOIST. NAIL 16' TALL 214 SYP&2 VERTICAL PLIESLER W FASTEN FLOOR FASTEN FLOORNG NAIL TO O.S.B. RIM BOARD W/ % 0.1 TTNA R 8' D.C.) SHEATTO TOP (2} ROWS 0.131' x 3' NAILS 8 7 FROM EA. ENO. PLATE OF SHEAR WALL 3' O.C. (10 NAILS TOTAL). W/ (2) 0.131' x 2-10 NAILS 0 4' D.C. 2x4 S72 BLOCKING 0 3/4' SHEATHING 24- O.C. W/ (2) 0.148' x 3' TOE -NAILS EA END. 1-1 /B' O.S.B. RIM BOARD , FLOOR SYSTEM PER HUC28-2 W/ (10)-0.167 x 3-117 NAILS PLAN 2-HOUR AREA SEPARATION TO CARRYING MEMBER 8 (4}0.118' x PER PARTY 3- NAILS TO (2).a8 JOIST. WALL DETAILS.ASSEMBLY AT HgNGER LOCATIONS, INSTALL SHEAR WALL PER MIN. 17 LONG BACKER BLOCKS ON PLAN, BALLOON ` -� BOTH FACES OF IJOIST 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'=ra REFER TO DETAIL WF07/SD2 FOR CONSTRUCTION REOU IREMENTS. SHEAR WALL END COLUMNSAS INDICATED PER FRAMING PLAN. OPENINGS SHALL BE LOCATED AWAY FROM THE END OF THE WALL AT LEAST 1/3 OF THE WALL HEIGHT. - MID SPAN WALL BLOCKING U.N.O. ON FRAMING PLAN - STRUCTURAL SHEATHING PER SCHEDULE - END OF WALL ANCHORS PER FRAMING PLAN. NOT USED COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written Consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 02 * d P•i•••••••i i 1 Lij • ° U 0 Z r • 'mil � Nz 2C. u w w # Z� ELI D E J < y70 O ¢ 2 aW IYLUO ¢ W -J i O F oa rnc1� i o STRUCTlX1A1 ENG: TH E OC CHECK: CC O w JOB No. STAR-17761 SCgIE: AS INDICATED OATS: 09A11R3 o S6 0 LH_T 7�e7� I�Iy i1�Gll� DORMER FRAMING DETAIL SIMPSON ....... DIAGONAL TO BEAM 2002 CENTER BUCK 3/8DIA ANCHOR CENTERED 2.6 P.T. BUCK EACH SIDE OF OPENING (5) irr x5" LAG BOLT AT EA. DOOR BUCK EA SIDE OF DOOR. PROVIDE 2" x 3116• THICK WASHER W/EA. ANCHOR. (IV BOLT TO BE 6' MAX. ASV. CURB, REST EQ.SPACED -24' O.C.) END VIEW w/ CMU HEADER (SEE PLAN 7H6• O.S.B. EA. SIDE 2x BLWG. TO O.S.B. (2) 0.131"x 2-1rz' NA EACH END END VIEW w/ WOOD NFU)\ ARCH WINDOW FRAMING DETAILS 1/2"=1'4Y 1\ / 3/4•=1'4T O2x STUDS Q Is- O.C. FOR KNEE WALL F OLSTA18 B 0 37' O.C. STUD TO ROOF FRAMING BELOW, SLIT ROOF SHEATHING FOR STRAP OCOOT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING W/(2) x 3-12" NAILS EACH D O END TO ROOF FRAMING BELOWWHEN MEN BOTTOM PLATE DOES NOT LINE UP ABOVE ROOF FRAMING BELOW AND CONNECT W/ SIMPSON HTS20 0 37' O.C. OROOF FRAMING TRUSS PER PLAN BELOW XA J F O 2, PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CF01SD3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLIER e ' O DOUBLE TOP PLATE OSIMPSON H H3 OR HB g EA END OF TRUSS OR RAFTER TRUSS PER PLAN OR CONY. FRAMING PER G OCOMMON STRUCTURAL AND ROOF FINISH PER ARCHITECTURALSHEATHING PLANS ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS W/ (2) LAYERS 3W CDX SHEATHING NAILED 0 B' O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FROM W NDOW OPENING IF REO'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGA10 0 32' OC SIMPSON HGA10 0 37' W/ (4) IW x 3" SDS TO TOP O.C. W/ (4) 1/4-x 3 SDS PLATES & (4) IMN 1-4/2' TO TOP PLATES & (4) IDS TO TRUSS 1/411-12' SDS TO TRUSS SHEATHING NOT REOT) SHEATHING NOT REQ'D TO BE CONT. 0 THE TO BE CONT. 0 THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE 2. TOP PLATE FASTEN SIDE WALL BEAM PER PLAN SHEATHING PER PLAN. EXT, SHEATHING; SIMPSON H1 OA ATTACH PER PLAN DIAGONAL TO TOP PLATE A BEAM CONNECTION FRAME WALL CONNECTION GABLE END TRUSS PER PLAN. TIP. REQ'D GABLE END"L"AND/ORT BRACING STRONG BACK PER GABLE WHERE O.H>9', END BRACING CHART REFER TO GE31SD2 2x4 SIP #2 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFY WHICH 016' O.C. MIN (2) TRUSS BAYS 9' MAX. PLYWOOD CONDITION IS REQUIRED. CONTACT FOR FOR ADD IS, REQUIRED. INFO AS REaTACT BACK FROM GABLE END (MIN. 48') CAN A23 DIAGONAL TO TRUSS BOTTOM CHORD. REFER TO GE02 FOR REDD PLYWOOD BRACING TYP. SHEATHING & 2x4 SYP 02 BOTTOM Z�z NAILING PER CHORD BRACING 0Is- PLAN SHALL O.C. FOR FALSE BEAM RUN CONT. ATTACHMENT W/ (3) ACROSS GABLE 0148SI 3' TOE -NAILS TO BOTTOM OF EA. END FALSE BEAM. TRUSS BAYS BACK ATTACHED PER FROM GABLE END NAILING (MIN. 43) SCHEDULE 2X TOP PLATE TO MIN. 24 SYP #2 GABLE END W/0.148'X STUDS 01S 3-1/4" NAILS 06- O.C. O.C. W/ SINGLE 2x4 SYP #2 FRAMING FOR FALSE BOTTOM & TOP BEAM 0 Is- O.C., IF REDID W/(4) PLATE W/ (3) 0.148'k 3 NAILS 0 EA. TRUSS 0.1481c 3 NAILS BRACE TOP AND BOTTOM FALSE BEAM EACH END TIP. 2x4 SYP #2 HORIZONTAL PER PLAN BLOCKING 0Is-O.C. W/(3) IF REQ'D 2X4 #2 SYP Q148N 3" NAILS EACH END BLOCKING BETWEEN CMU WALL CONNECTION STUDS ONLY IF CLEAR SPAN CONNECTION FRAME DOWN IS A SINGLE 2. ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WIDE _RM GABLE END @ FLAT CEILING CONNECTIONS !RAMING DETAILS FOR MITONAL VFORMATION HEADER CAN BE :rHER UPSET OR )OWNSET) x W/ (2) 0.1 S2 x 3-12" 'OE -NAILS EACH END 3) 0.162• x 3-Ire"LS TYP.) Ix4 SPF CONT. ILOCKING ATTACH TO '/Is- OSB VW (2) 1.131 • x 2-12' NAILS '116' GOB EACH SIDE, IV/0.113'x2 NAILS@ W O.C. TO SIDE & TOP LAILER h BUCKS. 214 BLOCKS, (2) 0.162x 312' NAILS 0 EA END. NOTE ALL GABLE BLOCK ADJ. BAYS 0 EA. DIAG. AS SHOWN. RA BCING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS W/ SYP#2 OR BETTER 0.131"x2-12" NAILS 06'O.C.(4) BAYS MIN(1) BAY AFTER BRACE IS REOD) 148•X 3 - S DIAGONAL :E TO DVIDE 2z4 BRACE EA. ADJ. DEAD. ITEN TO DIAG. 2)0.1625c31/2' �g SYP 02 - LS. DIAGONAL BRACING, SPACED 0 48" O.C. BEGINNING 8'-0' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO T-3' NO BRACE REQUIRED T'r" Hd 4'-10' (1)20 L-BRACE 4'40'<1­19641" (2)2X4 L-BRACE(SEE SECTION AA) 6'4r<H&17T STRONGBACK&DIAGONAL BRACE 0 MIO+IEIGHT 12'Hi <H#-V-(r STRONGBACK & (2) DIAGONAL BRACES 011J AND 2M HEIGHT 2X STUDS AS REDO @ 16" OR LVL. AT GARAGE, O.C. w/ (3) 014V x 3-1W HEADER OR LVl REQO D SHEATHING PER PLAN TOE -NAILS TOP & TO BE FULL LENGTH OF SHEATHING PER PLAN TIP. TRUSS TO FRAME BOTTOM GARAGE TIP. TRUSS TO FRAME CONNECTION PER CONNECTION PER STD. CONNECTOR NOTE: IF PANEL SPLICE IS NEEDED IT SHALL MIN (4) 2x SPF #2 STUDS STD. CONNECTOR NOTES GCCURWITHIN24'OF EA END w/ ) SIMPSON NOTES FRAME OUTTO BLOCK MID -HEIGHT. BLOCKING LSTA30 ON OPPOSITE EDGE AS REO'D IS NOT REQUIRED I �y2)p O8" I ` FRAME OUT TO BLOCK x 3'811EANAIIS EA. I EDGE AS REO'D LAST STUD OF I 1 WALL SHEATHING PER LAST STUD OF KNEE WALL ,1 KNEE WALL JOINING UP I. I VVF101 D3 W/0.131" x 2-12" JOINING UP TO MAIN HOUSE I TO MAIN HOUSE NAILS @ 3" O.C. IN ALL WALLS SHALL BE ATTACHED TO (2) 2x TOP PLATE WALLS SHALL BE I (2) 2X #2 SIP SEE PLAN FRAMING (STUDS, MIN. (2) 2x FULL HEIGHT WALL I ATTACHED TO MIN. I FOR BEAM SIZE HTT4 W/ 5/8' ALL BLOCKING, TOP PLATE, BOTTOM PLATE) -TYPICAL STUDS W/ (2) 0.167 x SAW I NAILS 0 IT D.C. I (2) 2x FULL HEIGHT WALL STUDS W/ (2) 2x PLATE THREAD ROD, 7' MIN EMBED AND MIN. 1.75" , \ l MIN. 2x4 OFF #2 KNEE WALL (2) 2x 92 SIP SEE PLAN (2)0. 762' x 312' NAILS I 012. O.C. I EDGE DISTANCE USING SIMPSON SET EPDXY 2z SVP #2 PT SILL PLATE; II D 1ERALL DIM ALLOWS I WITH STUDS 016" O.C. V# ) FOR BEAM SIZE 2x4 SPF #2 KNEE WALL I OR EQUIV. ATTACH TO - EPDXY ANCHORATTACH / S �37 0 STRUCTURAL SHEATHING I WITH STUDS 018' I COLUMN USING (18) 0.162' X2 12' NAILS SEE PLAN O.0 PER BRG WAIL �► w ON BOTH SIDES FROM TOP I BUILDER FRAME O.C. W/ STRUCTURAL I SCHED. NO BOLTS won 9 OF WALL TO BOTTOM OF RADIUS AS REO'D SHEATHING ON BOTH OF BASE CONNECTION BEAM. ATTACHED PER I SIDES FROM TOP OF I FOUNDATION PER RECESS FOr ¢¢/ �, PPA NAILING SCHEDULE I WALL TO BOTTOM OF PLAN; SEE Mf1053 ' +''`-.'' AGE I• r OTHERVXISE SP2 CLIPS EACH STUD TO DOUBLE TOP n' 1. BEAM. ATTACHED PER NAILING SCHEDULE "r --1- BUILDER FRAME RADIUS AS REQ'D FOR CORNER BARS :'.: :`"-. ."' PLATE AND SPi CLIPS EACH STUD TO BOTTOM PLATE 00*�N KNEEWALL AT DOWNSET BEAM NFO4 KNEEWALL AT UPSET BEAM F1 PORTAL FRAMING DETAIL 3/4'=1'-0* 3/4-=1'-V 12 wo 0 0.131'z 2-Irr Z NAILS 0 4- O.C. 0.131 "x 2-10 S CONV. FRAME OR NAILS 0 4" O.C. m VALLEY TRUSSES PLYWOOD CRICKET PER PLAN VALLEY TRUSS CONV. FRAME OR -,.- -,.-,. --- VALLEY TRUSSES - PER PLAN O J EXT. SHEATHING; w GABLE TRUSS � ATTACH PER NAILING w x SCHEDULE ... _._.._. .,,. _ _....._.. r EXT. SHEATHING; p ATTACH PER CONT. PLYWOOD ROOF Z NAILING SCHEDULE SHEATHING PER 4 (2) 0.162'z 3-Irr NAILS NAILING SCHEDULE OR TO EA COMMON OPT. 2x4 BLOCKING 2' RAKE W/ FLASHING ¢ TRUSS PERP. TO EA. VALLEY DOWN TO ROOF TRUSSNAILEDTO BELOW& FACIA OVER SIMPSON LTA204'-W TRUSS BELOW 024- TOP x O.C. GABLE TRUSS TO O.C. W/ (2) Q167k 312" I MASONRY OR SIMPSON HGA10 0 37 MAIN SPAN ROOF TRUSS NAILS TIP. (2) LAVERS OF 1• THICK GYP. SHAFT LINER PANELS, UP TO O.C. FRAME WALL ATTACH TRUSS TO MAIN SPAN UNDER SIDE OF SHEATHING x UPLIFTCONNECTOR TRUSS BELOWUSING ROOF TRUSS (SEE SCHEDULE) (3) 0.167x 3-Irr NAILS UPLIFT CONNECTOR NO SIDING UNDER FACIA IN w MASONRYWALL 2X BLOCKING W/ (3) (SEE SCHEDULE) THIS AREA, JUST EXPOSED J SHOWN, SEE PLAN 0.148"x 3-1/4' MASONRY WALL FLASHING CONNECTION TO WALL FOR WOOD OR TOE -NAILED 0 EA. END SHOWN, SEE PLAN 0 MASONRY CONNECTON TO TRUSS FOR WOOD OR MASONRY < EO GABLE END AT VALLEY FRAMING CONN. (WALL & TRUSS) 166'1� CRICKET DETAIL 3/4"=I'-V x SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA GABLE 2x4 BRACE WITH (2) 0.148" X 3 NAILS (1) A23 FROM STRONGBACK TO DIAGONAL BRACING 2x4 L-BRACE IF REDID SEE CHART. 0.148N 3 NAILS 0 6' O.C. GABLE VERTICAL 2ND 2X4 L-BRACE IF 1 -- REDID. SEE CHART 2.6 AA GABLE VERTICAL L-BRACING 0.148'x 3 NAILS - 08.O.C. GABLE END BRACING (140D or 150C) WHERE OH > 9". REFER TO GE311SD2 24 SIP 02 DIAGONAL BRACING 048" O.C. AS REQUIRED PER GABLE BRACING CHART GABLE BRACING I-) SEE CHART MID HEIGHT OR 1/3RO HEIGHT STRONG BACK AS REO'D PER GABLE BRACING i CHART 3 GABLE END SHEATHING O U FASTEN PER C PLAN. STRONGBACK DETAIL 2x4 BLOCKS, 0.131'4 3 NAILS 0 EA. END. BLOCK ADJ. BAYS 0 EADIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/0.131'x 2-12" NAILS 06'O.C. (5) 0.131 •x 3 NAILS - NAILS BRACE TO BLOCKING PROVIDE 2X4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG.w/(2) 0.131'x 3 NAILS. GABLE "L" BRACING, SEE CHART FROM DETAIL GE02 GABLE BRACING AT RIDGE AND 0 48' O.C. MAX. 45' FROM HORIZONTAL (-P 10'). NO DIAGONAL BRACE IS REQUIRED FROM THE TRUSS HEEL TO THE HIP JACK GIRDER INTERSECTION. PROVIDE 2. BLOCKING FOR NAILING PROVIDE BLOCKING - BETWEEN TRUSS BAYS 0 48" O.C. FOR FIRST 3 BAYS GABLE END @ FLAT CEILING W/ BOSTON HIP SHEATHING PER PLAN WHERE O.H. IS> 9", REFER TO GE31=2 CONT. 2X4 GABLE END SHEATHING FASTEN PER PLAN SPLICE AS REO'D SIMPSON H10A DIAG. TO BLOCKING TRUSS PER PLAN TYPICAL TRUSS TO FRAME CONNECTION SEE STANDARD CONNECTOR NOTES WALL PER PLAN (FRAME WALL SHOWN; MAY ALSO BE MASONRY) 2.4 SVP#2 BLOCKING BETWEEN TRUSSES w/12) o I67x 3-12' TOE -NAILS EA. END 3/4•=1'{0* I \ / 3/4•=1'-0• I \ / 3/4"=1'-(r 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 • z' O IY • Q � • • N cow • •••N •••• `�� C. 01 Z � LU m OJ XLUZ - W Z KWO STRUCr: DP ac CHECK: CC 0 w JCB No. STAR-1)14] i 6GlE: AS INDICATED w lXh: 0&0123 SD1 NOTE: PLATE LENGTHS MUST BE AT LEAST V' LONG. TYP. TOP SPLICE - DOUBLE 2X4 TOP PLATE SIMPSON DTI' (2) ATTACH 214 STUDS TO TOP 0.131-x2-12-NAILS PLATE W/(3)Q14B"z31/4- INTO BLOCKING. (4) TOENAILS TYPICAL AT ALL 0.131" z 2-10 NAILS TO TRUSS PER PLAN TOP PLATE LOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD PIPE OR DUCTWI (2) 0.148. 3"NAILSQ 3.O.C. PENETRATION OF MORE WITHIN 48" OF SPLICE THEN THAN 50%OF TOP (2) ROWS 0.148N 3- NAILS® PLATE WIDTH INSTALL W O.C. OTHERWISE SIMPSON PSPN516Z WI (12) 0.162x 3-12' NAILS TYP. TOP & BOT. ATTACH 21,4 STUDS (2) 0.14rX3- NAILS ® w TO TOP PLATE WI -/r O.C. WITHIN 48'OF (3)0A48-X3-1W / SPLICE THEN (2) ROWS TOE -NAILS TYPICAL AT ALL LOCATIONS 0.148"z 3- NAILS r O.C. OTHERWISE 2X4 WALL BEYOND AGAINST 2x8 STUDS og, ATTACHED PER (WF0815D2) ATTACH N. STUDS TO TOP PLATE W/(4)0.148'k3-1W TOE -NAILS TYPICAL AT ALL LOCATION Jilt 2.4 SYP A2 BLOCKING, 0 TYPICAL TOP PLATE SPLICE @ BRG. WALL @ 24• o.c. wi (z) 0a4r 3/4'=1'4r x 3-1/4' END NAILS EACH END. SEE ROOF SHEATHING, WALL SHEATHING PER PLAN NAIL PER PLAN PLAN DOUBLE TOP PLATE VA 2x WALL, SEE PLAN SIMPSON SP40R SP2 EACH STUD STD CONDITION @ FRAME WALL (4) 0.148' x 3' NAILS PRE -ENGINEER ROOF TRUSS -SEE ® EA. BLOCKING TO FRAMING PLAN FOR PLATE SPACING EXTERIOR SHEATHING TRUSS PER PLAN TRUSS PER PLAN SEE PLAN FOR NAIL PER PLAN (2) 0.148• x 3' NAILS CONNECTION TO BOTTOM CHORD 2X BRG WALL, SEE @EACH END OF PLAN FOR STUD SIZE & BLOCKING SPACING. MIN (2) 2z 2.4 SYP i2 FLAT UNDER GIRDER TRUSS (2) 0.148• x T NAILS TO BLOCKING, G 24' O.C. U.N.O. BOTTOM CHORD W/ (2) 0.148" x 3-IM END @EACH END OF NAILS O 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) 2, ALT. BLOCKING @ FRAME CONDITION UNDER GIRDER TRUSS SEE PLAN FOR _ U.N.O. CONNECTION WALL CLIP DETAIL (150MPH EXP.CMAX) FO %G MF14N SECTION@ DOUBLE BEARING 3/4-=1'4P 311'=1'11- 2X CRIPPLES O 16' O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE WHEN STUD LENGTH IS < ITUSE LSTA30 STRAPS AT EA STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE WI (11) 0.148'x3-NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.148' x 34/4' NAILS STAGGERED @ 12' O.C. EA. FACE OR (3) ROWS 0.14r z 3-1/4- NAILS STAGGERED O IT O.C. FOR 2XIO OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REO'D. IF W SHEATHING CANT BE INSTALLED PER WFIQSD4) FILLING AND BLKING AS REQO W/ (2) ROWS OF 0.148x 3-1/4'ais- 0 .C. TO HEADER UNO 2X STUDS TYP. ATTACH JAM8 STUDS PER WFO&1 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND DOUBLE 214 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME LA PROVIDE 2z4 ON TOP WALL PRE- ASSEMBLED WALL ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SW#2 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WALL SEGMENT OF 2x8 TO PAD OUT TOP PANEL W/ (2) 0.14rx 3" DIMENSIONED THIS PLATE. ATTACH W/ (2) NAILS @ S' O.C. INSHALL BE STATAILLED CONTINUOUS & 0.148"x 3' NAILS 3" O.C. (FOLLOW NAILING FREE FROM PLATE SPLICES (SOLID BLOCK W/2x6) REQUIREMENTS THIS (2)�520 STRAP W 0.148'x3' NAILS ON INTERIOR FACE OF OR DISCONTINUOUS DETAIL FOR ALL TOP PLATE SPLICE FLOOR SYSTEM PER b, WALL. STRAP CONTINUOUS FROM COLUMN ABOVE TO JACK STUDS. MIN, 9' END LENGTHS. (2}21 BLOCKING FRAMING. LOCATIONS) PLAN, NOT SHOWN BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR THIS DETAIL FOR SYSTEM. 96. CLARITY, PORTAL FRAME SHEAR WALL • . • (2)-2(TOP PLATE PER PLAN. • . ' NAIL SHEATHING W7(2)- ROWS ' • ' OVERLAP TOP PLATE 0.131' z 2-12" NAILS 83' O.G. _____ __________ NO TOP PLATE SPLICES PERMITTED. 1 AT CORNER i DRILL THROUGH HEADERSi 11 NAIL BOTTOM PLATE ``I THREADERFOR g TO EACH PLY OF BUILT SHEATHING TO HEADER W/0.131"X2-1? RODS. .�, 'Hl' UP COLUMN BELOW WI NAILS AT 3" O.C. HORIZONTALLY / (2) 0.148'z 3' NAILS VERTICALLY AT PORTAL FRAME. 3.5' x 11.25 HEADER PER PLAN.41 - ` MIN. (2}2x4' TOP SPLICE STUDS DOUBLE2X8TOP TOP PLATE CORNER TRANSITION (2){STA360R 2 S20 STRAP W/0.148"z3" REQUIRED PLATE (iC EACH HEADER i NAILS ON INTERIOR FACE OF WALL. STRAP END WITHIN-' CONTINUOUS FROM TOP PLATE TO JACKSTUDS. S.FAR�j PLIES WA MIN, TEND LENGTH OVER JACK STUD. (2)-2x TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) IN (3)-2x JACK & (1)-2, KING STUD ,rl WFMSE BLOCKING BETWEEN STRAPS AND HEADER ASTENED PER 0.131"x 2-12- NAILS G C O.C. 9" MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO .1'.. FOR GABLE RAKE OVERHANG SUP PORT INFORMATION V REFER TO GE02 FOR GABLE WEB BRACING INFORMATION SEE GE02 Sol 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 SHEATHING& NAILING PER PUN. 2SYPR2 PLATE BEHIND VALLE16 Y GABLE TRUSS. TO EA. COMMON ROOF TRUSS W/ (2) 0.167 x 3-VT NAILS SNPLAN.. 24'O.C. MAX. RATTACH VALLEY GABLE PTRUSS TO EA. TRUSS BELOW RILING W/(3)0.167z 3-12'NAILS P21 _ _- BLOCKING W/ (3) 0.148" X 3-1/4'TOE-NAILS EA. END VALLEY GABLE CONNECTION - 150C MAX. 1'=ra' (3)-2z JACK STUDS- MIN. 7H6• STRUCTURAL 1 SHEATHING, OR 15(J2' EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO 312' X 3-12' p ENGINEERED O LUMBER JACK O COLUMNS. ONE i BLOCKED OVERHANG: a9"TO MAX.1T. ROOF SHEATHING 2'4Y OVERHANG NAILS TOSUB-FASCIA MID -HEIGHT OF FLOOR SYSTEM. SHEATH JACK COLUMN CS i & BLOCKING Q 3" O.C. SIMPSON HTT4 BASE INTERIOR FACE OF WALL CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE. NAIL ON EACH SIDE OF EACH CONNECTORS W108) ALL EDGES TO STUDS OR COLUMNS WI THREADED ROD, 0.162'x2.12' NAILS & w 0.131- z 2-12" NAILS @ 3.O.C. & 3" O.C. IN p OOF SHEATHING 8 NATEND THREADED ROD W/ MIN. 17 THE FIELD. ER STRUCTURAL COV 2x45YP. >f2 SUBFASCIA EMBED BELOW CURB TO A A OTES. SHEATHING SH E CONTINUOUS FROMS.00KNG 1r FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-i /4' EDGE i (2}2x BOTTOM PLATE. NAIL TO MIN, r BELOW TOP OF SPRED.C.}0.131' FOVERHANGTOMIN.EHIND z 3' DISTANCE FROM FACE OF SHEATHINGW/(2) ROWS 0.118"z3' FOOTING GABLE TRUSS.OE-NAILS EA. END CONCRETE CURB NAILS @ r O.C. 0 tiROPPm GABl.6 1111M 2 " 2X4 SYP. M2 OUTLOOKER G 24' O.C. GABLE TRUSS PER PLAN O. MAX. 2 2XBOTTOM PLATE. NAIL TO (} ` SHEATHING W/ (2) ROWS 0.148- x 3' NAILS Q 3" O.C. '- •; (1)ANCHOR BOLTCENTER OF _- '4•� . 'SHEAR WALL TO FOUNDATION •• .' PER DETAIL WF07A ON NOTES 8 ; :.' • T - ' x t0 ' .`� , "MIN DROPPED GABLE: >2r TO MAX YAP O.H.: • . CONNECTOR LEGEND SHEET / 2z4 SYP, 02 OUTLOOKER a 19.7 OC MAX. / / TOP OF SPREAD FOOTING �(2}2z4 8VPJ2 FULL 1. (3)0.131-x TTOENAILS FOUNDATION PER PLAN. I (BELOW GRADE) HEIGHT KING STUDS t REQUIRED EACH HEADER END W/ PLIES FASTENED 314' DIA F1554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. SIB" DIA. SIMPSON HIGH STRENGTH THREADED ROD MAYBE SUBSTITUTED, PROVIDE NUT&3'a512'X12-PLATE WASHER ABOVE DOUBLE PER WF08/SD2. t 2'47 OVERHANG ROOF SHEATHINGS 2x1 SVP. 12 SUBFASCIA NAILING PER STRUCTURAL (2} H2.SA GABLE TRUSS TO TOP PLATE. NUTS SHALL BE SNUG TIGHTENED 420 TURN. COUPLERS WITH WITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE w 3-12' x 3-12' ENGINEERED - COVER NOTES. SMEA1=SHALL BE OUTLOOKER. THREADED ROD UTILIZED. EPDXY ANCHOR TO FOUNDATION MIN. r BELOW TOP OF SPREAD FOOTING USING SIMPSON SET-XP EPDXY OR EQUIV. SECTION AA LUMBER JACK COLUMNS. CONTINUOUS FROM END DROPPED TOP CHORD BUILDER ALTERNATIVELY USE A3M' DIA. (OR 55' DIA HIGH STRENGTH) ONE JACK COLUMN ON EACH SIDE OF EACH U `OF OVERHANG TO MIN. -0WI CAST-NLACE THREADED ROD 3�13'0229' PLATE WASHER SANDWICHED THREADED ROD. o 7-0' BEHIND GABLE TRUSS. GABLE TRUSS PER PLAN BETWEEN TWO HEX NUTS, MIN 8- BELOW TOP OF SPREAD FOOTING GABLE OVERHANGS UP TO 24" SHEAR WALL DETAIL BETWEEN OPENINGS w (2)ROWS0.148•z3-IW NOTES' NAILS STAGGERED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 12. O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST We OF THE THICKNESS OF THE LAST LAMINATN KI 13) ROWS 0.14r z 3-1,4. 3) FOR 5-PLY, PROVIDE 1/4'DIA. x 51 3 rr LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR PLY) NAILS STAGGERED @ BE 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN -1 2-12' EDGE 17 D.C. FOR 2X10 OR V EDGE 1-12- EDGE GREATER HEADER 0.148- x 3- } 2-1 rr i LSTA30HEADERTO w o 1-12' w I STUDS U.N.O. (ONLY RED D. IF WALL CC7FT 1y SHEATHING CANT BE 0.148- x 3- NAILS INSTALLED PER WF10/SD4) 0.148' x 3. OPP. SIDE DOWNFRAME TO I I a I a I I DOOR _ n J 0.148'x3'NAILS 2X STUDS TYP. DPP. SIDE (2)20's (2)24's (2)2z8's (2) 2x COLUMN ATTACH JAMB STUDS PER WFO8I BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET SHEET \ZSP4 O BASE OF EA ` 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 SP4 ® BASE OF EA. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUD U.N.O. SEE STUDS SHOV414 ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS BEARING WALL SHOWN ON STANDARD DETAILS. SCHEDULE FOR MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE TYPICAL HEADER DETAIL (VE) HEADER SUPPORT SCHEDULE ON NOTES& CONNECTOR LEGEND SHEET. UPLIFT CAPACITY ® HEADER TO STUD = 7000 12-=1'4r 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REO'D. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property, TYPICAL BUILT-UP STUD COLUMN DETAIL 1 12"=V-(r SEE GE01 FOR OUTLOOKER OR SHEATHING CANTILEVER 0.131'z 2-12" NAILS O 4' O C. CONV. FRAME OR VALLEY TRUSSES PER PLAN GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 0.167x 3-10 NAILS TO EA COMMON TRUSS GABLE TRUSS TO TOP PLATE W/SIMPSON HGA10 O 48" O.C. MAIN SPAN ROOF TRUSS DOUBLE TOP PLATE UPUFT CONNECTOR PER PLAN (SEE SCHEDULE) EXTERIOR BEARING WALL PER PLAN / 0�15 GABLE END AT VALLEY FRAMING CONN. TO WALL If MOONNTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LI OUT (2) 2X4'a EDGE DISTANCE PER DETAIL Q 0.148'z3'NAILS u yl z n a 1n I _ n e A O 4 0.148' z 3- NAILS a OPP, SIDE NCE PER [.ETMTLA INSIDE PLY NAILS FOULED AT r DID sTA IGERED. o(rtsIDE NAILS NAILED AT r Olc. OUTSIDE 2x's (3+) 2x COLUMN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2.4 Y2 SYP CONT. LEDGER OR TRUSS CHORDS. NAIL TO WALL FRAMING MEMBERS W/(2) 0.148x 3-1 IC NAILS @ 24' O.C. MAX IF MASONRY USE (2) Ile TAPCONS OR EQUAL ® 24' O.C. W/ MIN. 1-1 W EMBEDMENT. MAINTAIN 4- END DISTANCE & 1" EDGE DISTANCE TRUSS OR ROOF RAFTER WOODIMASONRY WALL OR TRUSS, SEE PLAN (CDO-Z LEDGER @ LOW ROOF 3 4"=1.47 C. Any use, duplication, or transfer of these documents without the CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED, PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5) 0A48XJ-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 55' THREADED ROD w/ FOR ADDITIONAL INFO a NUT SET IN ADHESIVE ���� SIDE VIEW (BASE OF POST / D \ CORNER COLUMN FRAMING expressed, written consent of MONTA CONSULTING & DESIGN, O (2) 2x BUILT-UP COL 2x BLOCKING WI (2) 2X TOP PLATE 12) 0148-Y3-1a- NAILS @ EACH END SIMPSON LSTA30 W/ (22) 0.149'.-T NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) SEE FLOOR PLAN FOR MORE BRG.WALL INFO (2) 1, TOP PLATE ATTACH 2z TO BUILT-UP WI(2) ROWS OF 0.118•YJ' NAILS STAGGERED j I STEP @ BEARING FRAME WALL 3/4 -1 -0" 1 VERTICAL BLOCKING & 1,4 SYP 02 RIBBON. RIBBONS ARE NOT NAILED TO EACH REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W/(3) 0.131-z3• NAILS, TO SPAN THE 2X4 SYP i2 VERTICAL OVERHANG DISTANCE, BLOCKING, NAILED TO OR IF THE DESIGN TRUSS OVERHANG W/ PLANS SPECIFY (3) 0.131 NT NAILS. ANOTHER METHOD OF SUPPORT. REFER TO WM Bp®r30 apt MANUFACTURERS BLOCKING to EVERY SPECIFICA' IONS& DESIGN PLANS. OTHER TRUSS(48' O.C. MAX) MULTIPLE VERTICALS \NG WSDSPEEDSITOMPH: RIBBONS REQUIRED IF Rp3t` BLOCKING ® EVERY OVERHANG EXCEEDS 24' F F TRUSS (24' O.C. MAX) CORNICE -1 P P TRUSS BRG.& PER „ ._ CONNECTIONS PER DESIGN L PLAN PUNS �.,.T SOFFITS&OVERHANGS !. PER DESIGN PLANS. -MAX. 17 MAX ; FASTEN SOFFIT TO CORNICE. EXTERIOR SOFFIT OVERHANG WALL, AND RIBBONS LENGTH PER PLAN PER DESIGN PLANS OR MANUFACTURER'S WRITTEN SPECIFICATIONS. FO SOFFIT SUPPORT FOR OVERHANGS > 12" �WMRR & ASSOCIATES, LLC is strictly prohibited. p+a,i !AV 2 it m Z B m 0, xaz =a0 % MLU0 Fa}y y a ~ S RUC: DP 00 CHECK: OC JDB No. STAR-17147 SCALE: AS INDICATED DAM 0 Im SD2 Sc ROOF SHEATHING, z0, <PN ('1 FASTEN PER PLAN T'. DTNORGss ON SOFFIT, ATTACHMENT, b REINFORCEMENT PER ARCHITECTURAL DESIGN PLANS. CORNICE PER 2. SCAB w/0.148•x 3' ARCHITECTURAL NAILS @ 4" O.C. DESIGN PLANS. PER{NG TRUSSES PER PLAN TRUSS CONNECTION PER PLAN 2x FRAME WALL PER PIAM )�k�SEE ELEV. FOR O.H. SIZE CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG 3/4'=1'-T SHEATHE ROOF PRIOR TO OVER FRAMING. 2x6 COLLAR TIE HALF WAY - UP HEIGHT OF VALLEY. FASTEN w/ (5) 0.148" x 3' NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU Ose `� .¢ SHEATHING (THICKNESS PER PLAN) TO PRE-ENG TRUSS BELOW W/i/C 4-1r7 SIMPSON BOB SCREWS 24 PLATE TO TOP CHORD OF EACH TRUSS BELOW_.- / O.C. MAX FIELD FRAMED VALLEY DETAIL 12)2x TOP PLATE O.H. PER ELEV. (2) 2x HEADER SEE PLAN FOR MORE INFO & CONNECTIONS 11 / WINDOW SEE PLAN FOR LOCAT I2 zl,-(r PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE P AN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 7y� J� - 2X8 RIDGE BOARD - FASTEN CONV. 21 VALLEY RAFTER FRAMING (OR PRE£NG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 0.131' x 2-1 r7 NAILS) @ EA. RAFTER TO PLATE CONN. 3/4" FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN. 1-1/8' THICK OSS RIM BOARD. ATTACH TO EACH JOIST FLANGE W/ (1)-0.131" x 2-10 NAIL. HGA10, CENTERED BETWEEN EA. FLOOR JOIST, AND SPACED NO MORE THAN 24' O.C. SCREW W/ (31-114x 3" SDS SCREWS TO 2x PLATE -BLOCKING & (4)-IN' x 1-10 BOB SCREWS TO RIM BOARD. PLATE43LOCKMG: MIN. 2x4 SYPY2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA FLOOR JOIST. NAILED TO DOUBLE TOP PLATE W/ 0.131". 3" NAILS @ Er O.C. & 7 FROM EA. END. WOIST PER PLAN. 14}0.131"x 3" TOE -NAILS EA. WOIST TO DOUBLE 2x 92 SPF STUDS @ 16' 2x TOP PLATE. I -JOISTS PER PLAN, BEARING ON O.C. W EXT. SHEATHING DOUBLE 2x TOP PLATE. FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER NAILING SCHEDULE `S FLOOR -TO -FLOOR CONNECTION W/F105D4. IF WALL SHEATHING ISN'T CONT, LSTA18 STRAPS ARE 2x4 SYP R2 BLOCKING @ 48" O.C. MAX. W/ (3) 0.148'x31/4" TOE -NAILS @ EA END. REDUCE SPACING TO 24' O.C. @ WALLS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC @ EACH HORIZONTAL BLOCK LOCATION. ATTACH WI (6) 0.131'x2-1r7 NAILS (MAX. r VERTICAL GAP BETWEEN 12" LONG BLOCK & TRUSS 807TOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 17 - LONG @ HORIZONTAL BLOCKING LOCATION FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W I MIN. (4) 0.131"x 2-12" NAILS. SINGLE 2x TOP PLATE NON -BEARING WALL (2) 0.148'x3 1IW NAILS @ EACH STUD 20 STUDS @ 16' O.C. 12•GYP . BOARD SIMPSON H10A@ - EACH DIAGONAL BRACE CS18 EA. STUD ABOVE TO STUD BELOW W/ 11"END LENGTHS & (IS) OA 31"x2-10 NAILS 2x BOTTOM PLATE, - ATTACH TO DOUBLE TOP PLATE W/ (2) 1/4'x Irt SDS SCREWS @ 12' O.C., STAGGER ROWS 6" 2x BEARING WALL WITH ROOF LOAD REFER TO BEARING WALL SCHEDULE FOR STUD BASE CONNECTION & BOTTOM PLATE ANCHORS Wh7:S� BRACING 02 STORY FRAME WALL ROOF SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 12"=1'47 r=rdr EXTERIOR WALL SHEATHING PER DETAIL WFIC/SD4 2. BOTTOM PLATE PER PLAN. (2} 0.131' x 3' NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 24" O.C. MAX). 0.131 "x 3" NAILS @ 4" O.C. & 7 FROM ENDS AND SPLICES; 2. BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)-ROWS 0A31'x 2-12•NAILS @3"O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL W610/SD4 FOR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM 0.131"x 3" NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 8' O.C. & 2' FROM EA. END. & EA SPLICE. DOUBLE 2x TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF = IS): Vu, = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF 1 12'=1' 7 ON R FROM STUDS TO FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST EXTERIOR WALL SHEATHING PER DETAIL WFIW SD4 2. BLOCKING W(2) 0.148' GIRDEIRDE R BELOW 16' FROM THE EXTERIOR STUD PACE.... ' x 3-1/4"TOE-NAILS EACH B OTHERWISE, ADD LOOR-BLOCKNG JOIST. SPACED 2. BOTTOM PLATE PER PLAN, IF TRUSSES ARE � MIN. 1'<' SIDE IF WALL SHEATHING BETWEEN THE , W(( FLOOR JOIST, SPACED 22 D.C. %3' NAILS; 2x BOTTOM PLATE TO EACH JgST (AT PARALLEL TO WALL, 2x4 24' O.C. MAX, W/ IS STOPPED BELOW @ (2}0.DS EA. END.. ILS 24' O.C. MAX). 02 SYP CONT. W/(2) TO TOP S BOTTOM CHORDS EA. END. ROOF LINE 3/4' FLOOR SHEATHING PER 0.148"x31/4'NAILS AT (6).0.131"112-1/7NAILS:FLOOR FLOOR FRAMING NOTES. 0.137'%3" NAILS @4"O.C.87FROM ENDS AND SPUCES; 2x BASE PLATE C. 0.148" EACH STUD SHEATHING TO EA. PIECE OF (_. 2x BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM x 31/4' @ 24'O.C. TO ROOF SHEATHING FLOOR -BLOCKING. i i BOARD. FLOOR SYSTEM BELOW ATTACHED PER PLYWOOD FLOORING NAILING SCHEDULE SEE FLOOR FRAMING PLAN F R MORE INFO SEE PLAN FOR FLOOR I I SYSTEM DIRECTION &MORE INFO L--- --_ FLOOR BEAM SEE PLAN FOR CONNECTION IF TRUSSES ARE PERP. SEE TRUSS LAYOUT TO WALL. INSTALL 214 BLOCKING FOR TRUSS LOCATION W/ (2) 0.148" x 3-1/4' TOE -NAILS EA & CONNECTION INFO END AND (2) 0. 148"x31M" NAILS TO EA STUD. 01'k TYPICAL CONNECTION @ GIRDER OR BEAM 3/4'=1'47 COPYRIGHT MCD 2015: The information con TRUSSES AT 24" O.C. TYP. NON -LOAD BEARING WALL PER SIMPSON DTC @ W PLAN. STUDS @ 24" O.C. ATTACH WI (6) O.C. MAX. STUD 0.1 31"x 2-12' NAILS SPACING TO BE (MAX. 1/4"VERTICAL REDUCED DOWN TO GAP BETWEEN 17 IEr D.C. MAX. @ LONG BLOCK & TRUS: LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACIN SHELVING. TO 24" O.C. FOR WALLS CARRYING HOLD TOP OF LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAVY WALL DOWN 1-ire SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12* LC CHORD. @ TRUSS LOCATION FOR CLIP ATTACHMEI @ 48" O.C. ATTACH T( WALL SINGLE TOP PLATE W / MIN. 14) 0.131'x 2-12" NAILS. SINGLE h TOP PLATE SHEATHING CONT. TO 2X4 BLOCKING WI(2) 2Md STORY WALL 0.1625c312' NAILS @ BOTTOM PLATE EA END. BLOCK ATTACH PER NAILING ADJACENT BAYS @ SCHEDULE EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING VW 0.13112-lr7 NAILS @ 6" O.C. (5) 0.1670-12" NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP tl2 CONT. BRACE W/(2) 0.162"x312" NAILS EACH DIAGONAL BRACE. O.S B. TO OVERLAP TRUSSES PER PLAN BOTTOM PLATE 1-1/4' (MIN.) 2. LEDGER TO UPPER 2X6 SYP t2 DIAGONAL FLOOR WALL W/ BRACE @ 48" O.C. MAX. 1/4N 12" SIMPSON 45° FROM BOB SCREW @ IEr O.C. HORIZONTAL BRACE (2) 2X4 TOP PLATE NOT REQUIRED V FROM EAVES. ALL BROW FRAMING SHALL BE MIN..4 SVP i2, OR P.T. IF IN CONTACT WITH LEDGER MASONRY&SPACED CONNECTION PER NOT MORE THAN 24" O BELOW, SLOPE CUT ROOF SHEATHING AS REQUIRED AND NAILING PER SEE PLAN FOR PLAN WALL TYPE AND MIN. 2X4 SUB FASCIA, SPECIFICATIONS SLOPE CUT AS REQUIRED. i FASCIA PER DESIGN FASTEN EACH acc 1.ca1 a run MEMBER, EACH ADDTIONAL INFORMATION END, WI(3)0.148713' NOT SHOWN THIS DETAIL TOE -NAILS MAX. 1•{r MIN. (5) 0.148-x3' NAILS LEDGER TO WALL CONNECTION AT EACH INSTALLED LEDGER MEMBER: CMU MIN. (2)1/4" TAPCONS W/ 1-1/4' EMBEDMENT INTO CMU @ 16- O.C., 1- EDGE & 4• END DISTANCE FRAME: MIN. (2)1/4" BOB SCREWS W/ 1-10 EMBEDMENT @ Is- O.C., V EDGE & 4" END DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS 62 BROW FRAMING DETAIL MAX. 1'-0" O.H. 1 12"=1'-0" TYP. NON -LOAD BEARING WALL PER PLAN. STUDS @ 24" O.C. MAX STUD SPACING TO BE REDUCED DOWN TO Hr O.C. MAX. @ LOCATIONS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING. HOLD TOP OF NON -LOAD BEARING WALL DOWN 1-12" BELOW BOTTOM OF TRUSS BOTTOM CH( FLOOR8011N0: MIN. 1-15' THICK OSS RIM BOARD. NAIL TO FLOORaLOCKING I-15"O.S. B. RIM BOARD OR IJOIST 1 W/(1)­0.131•X 2-12" NAIL TOP S BOTTOM. FLOOR -BLOCKING SPACED @ 2"c A% M' MATCHING FLOOR DEPTH. NAIL `� SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM ```� FLOOR$LOCKING TO TOP & BOTTOM CHORD BOARD. W ROWS 0.131' x 2-I? NAILS @ 3' O C. ABOVE OF JOIST W/ (2}0.131' z 3'TOE4JAIL5 AND BELOW SPLICE. REFER TO DETAIL WFIW SD4=0R HGAIO, CENTERED BETWEEN EA, PIECE OF / ADDITIONAL INFORMATION. 1) 'JOIMBOA FLOOR -BLOCKING, AND SPACED NO MORE THAN ELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER 24.O.C. SCREW W/(3}1/4' X 3' BOB SCREWS TO RD MANUFACTURER'S VMLITTEN SPECIFICATIONS. 2. PLATE -BLOCKING 8 (4} 1/P z 1-12' 6D5 SCREWSINSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM TO RIM BOARD. _ MATCHING SIZE AND SPECIES OF COLUMN ABOVE. FLOOR JOIST OR PER PLAN. 0.131' X 3' NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 6' (4)- 0.131' X 3" TOE -NAILS EA. PIECE OF O.G. & 7 FROM EA. END. & EA. SPLICE. FLOOR -BLOCKING TO DOUBLE Zx TOP PLATE. DOUBLE 21 TOP PLATE PER PLAN. PLATE4NLOCKNIS: ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1.0: MIN, 2145YPM2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN V­ -1S0 MPH. EXP.0 EA. PIECE OF FLOOR -BLOCKING. NAILED TO DOUBLE TOP PLATE MAX. IN -PLANE SHEAR: 335 PLF 0.131' x W NAILS @ 6' O.C. & Z' FROM EA. END. MAX. UPLIFT: 848 PLF �W/ (TTx11 FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) C:) NOT USED 1 12'=1'47' ained 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, wditen consent of MONTA CONSULTING & DESIGN, 0 MIN. 2x8 SYP 1'2 FOR CONVENTIONAL FRAME USE SIMPSON -RED LEDGER FOR LRU26Z W/ (9) 0.148"x7 NAILS OR FOR CONVENTIONAL - PRE -ENGINEER TRUSS USE SIMPSON w FRAME AND MIN 2x6 HGAIO USING (8}1/4'111-12•SDS SCREWS O SYP i2 FOR SHEATHING PER PLAN PRE-ENGINEERED TRUSS. ATTACH TO MIN. 2x6 SYP #2 STUDS W/ (2)1/4" x I RAFTERS OR 2x4 SYP y 4-12" SIMPSON BOB 92 PRE-ENGINEERED S 12 SCREWS616'O.C. BEE ROOF TRUSSES a MAX.; TO GABLE END 2C O.C. MAX. PLAN STUDS W/(2) (5) 0. 148'x3' NAILS FOR 1W x 312"SIMPSON CONV. FRAMED SDS SCREWS @ 16• MEMBERS ONLY O.C. MAX; TO 4 �F MASONRY W/2xe P.T. COMMUNITY ` r 6 �� SYP tl2 LEDGER W/ (2) SPECS 1/4" 31W TAPCONS '� x ` @ 12' O.C. 447 MAX. 4 SYP f2 OR D -s• • �!`- •• /:. I� RE -ENGINEERED ROO SIMPSON LUS24 WI TRUSSES DESIGNED _ EXT. WALL /TRUSS (6) 0.148"x 1-12" NAILS FOR SHINGLE ONLY 2x4 SYP i2 LEDGER. ATTACH TO STUDS OR = ! e BEAM WI (2)1/4" x 4-10 SIMPSON BOB SCREW3r -' •' U ! J _ @ 1 S' O.C. MAX.; TO GABLE END STUDS W/ (2) Y. 1/4'x312' SIMPSON SDS SCREWS 16"O.0 p e MAX.; TO MASONRY V// 2x4 P.T. SYP i2 LEDGER - W11W x 31/4'TAPCONS@12'O.C. ��xK cow ! > • ` ` � TYPICAL SHED ROOF DETAIL !•• Ir , CNONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FORD LARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. p o Q tp, ROOF SHEATHING d NAILING PER ROOF m O TES. < w OF TRUSSES PER PLAN.0. Z 1`\MPSON .N.O. ON FRAMING PLAN: (2)-S' w SDWC15600 SCREWS EA " w `1ETAIL RUSS TO TOP PLATE. REFER TO r 10MIN S/SDVVC. f 12'G & CORNICE PER DESIGN w Z WALLBOAOVERHANG CEILING PPLANS. > O FBC-R702.2x SYPI2 SUSFASCIA W/(3}0.131'x nZCEILING IS3' END NAILS TO EA TRUSS (U.N.O.)DESIGNED DIAPHRAG 2x TOP PLATE. REFER TO DETAIL0 2. (3}D.131"%3'TDE OR END NAILS. p to EA STUD TO TOP PLATE. W O (1)- 6" SIMPSON SDWC1560D SCREW, O INSTALLED TO THE INTERIOR NARROW FACE O PER 131SDWC; EA. STUD TO TOP PLATE. w Z EXT. WALL SHEATHING PER DETAIL-101 SD4 p i p p MID -HEIGHT 21 BLOCKING, MATCHING SIZE 8 SPECIES OF STUDS. NAILED BETWEEN STUDS W/(3)-0.131"x 3" TOE OR END NAILS, W O Fn i 2x STUDS, SPECIES AND SPACING PER FRAMING PUN. PER PLANS. O ❑❑� iH SIZE DESIGN 0 MIN, 12" GYPSUM WALLBOARD PER 0 2 FSC-R702.3. 0 F J 0 a 3/4" FLOOR SHEATHING PER FLOOR u n w S FRAMING NOTES. - r 0 (3)-0.131' x 3' TOE OR END NAILS; EA. STUD p TO BOTTOM PLATE. -J FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. O REFER TO DETAILS W520 AND z W w J Z n O q� 3 I1x\ DRAFTSTOPPING W521 ON THIS SHEET FOR w O CONNECTION l- 1'' • .. WHERE ` REQUIRED PER FLOOR -TO -FLOOR < p INFORMATION. INFORMATION. i FBC-R 302.12 O w rc W W PIZ w ' U) DOUBLE 2x TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131" x 3' TOE OR END NAILS, EA. STUD TO TOP PLATE. O Z MIN. 12" GYPSUM WALLBOARD CEILING PER rc y FBC-R302.13. EXCEPT WHERE SIB'TYPE X GYPSUM WALLBOARD IS REQUIRED PER < i FBC-R302.6. CEILING IS NOT DESIGNED AS A 2 - DIAPHRAGM. w w WALL SHEATHING PER DETAIL WF10/ SD4 a O1EXT. MID -HEIGHT 2x BLOCKING, MATCHING SIZE 8 i _� ZGo ►El SPECIES OF STUDS. NAILED BETWEEN STUDS o0i W/ (3} 0.131' x 3" TOE OR END NAILS. �- < Yn ? p 2 5p� 2x STUDS, SPECIES AND SPACING PER w O O LU I- z - FRAMING PLAN, SIZE PER DESIGN PLANS. r JO W MIN. 12' GYPSUM WALLBOARD PER < cum = } O FBC-R7D2.3. 0 (7 F- P - �ww wWO (2).4-lrr SIMPSON SDWC15450 SCREWS, G Q J U) INSTALLED PER DETAIL 10/ SDW'C; EA. STUD TO o i O d f BOTTOM PLATE. w Q r. d U) 01 (3).0.131"x 3" TOE OR END NAILS; EA. STUD TO w 6TRUCNRAL ENG TH BOTTOM PLATE. w 2x P.T. BOTTOM PLATE, 0 ATTACHED TO _ i FOUNDATION PER DETAIL WF07A( NOTES eft 0t t21E0(: CC & CONNECTOR LEGENDS O rc _ SHEET U.N.O. o FOUNDATION PER PLAN. w CAPACITIES (LDF =1.6): Q r JO6 No. STAR-17147 ASSEMBLY ALLOWABLE s(ALE: AS INDICTED MA%. IN -PLANE SHEAR: 192 PLF MTE: 0&OI123 MAX. UPLIFT. 442 PLF w TWO STORY EXTERIOR WALL-1 JOIST o S D 3 SO TYPICAL x O h p = WMR & ASSOCIATES, LLC is strictly prohibited. WINDOW JACK STUD COLUMN PER PLAN. MIN.-- (2} h SYPf2 STUDS EACH. 6' I TONA ONSDWCSCREW INTO NARROW =' -' (1)- 6" SIMPSON SDWC SCREW INTO NARROW FACE FA O EACH EACH STUD(SIMILARW FACE OF EACH STUD(SIMILAR TO DETAIL 13/SDWC) CFWO SCREWS TOTAL). 13/SDWC) (TWO SCREWS TOTAL). HOLD CRIPPLE STUD BELOW SILL PLATE SHORT TO ALLOW PROPER INSTALLATION OF SDWF 1' MAX, SCREW. NAIL TO JACK STUDS W MIN. (4} 0.131" x T NAILS. FLOOR SYSTEM PER PLAN. Y - 1 � SI ONE ON! SCOLUMN SQUASH BLOCKING .` / x1 FRSCREWS: /t MAX.I' EACH SIDE OF COLUMN W// MX. 1' FROM EDGE EA SI O OF WASHER TO COLUMN, AND ONE CENTERED WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. BETWEEN COLUMNS. I TOP OF PLATE PER PLAN DOUBLE 2t TOP PLATE PER.. / MIN. (2} 2x SYP82 STUDS MATCHING SIZE OF (2)- 6' SIMPSON SOWC SCREWS INTO NARROW COLUMN ABOVE, CENTERED BELOW JACK STUD FACE OF STUD COLUMNS (SIMILAR TO DETAIL COLUMN. . INSOWC)(4 SCREWS TOTAL. UPLIFT CONN. CAPACITIES: (2)SDWC15fi00: 9(101'VIVCOLN. S.Z124a: 1d1BNCOLN. COLUMN TO HEADER CONNECTION ACROSS FLOOR COLUMN, OR JACK & KING STUDS PER PLAN. MIN. (4} 2x STUDS. (1 } 412 SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO (2}41/7 SIMPSON SDWC SCREWS INTO WIDE DETAIL MS-) (PI❑ SCREWS TOTAL) FACE (PER DETAIL 10/SDWC) (2)- 412" SIMPSON SDWC SCREWS INTO WOE MMAX FACE (PER DETAIL IO/SDWC) FLOOR SYSTEM PER PLAN. / 1 (2} SIMPSON SDW/F2724T11W SCREWS EACH W// SIDE OF COLUMN MAX. 1"FROM EDGE OF SQUASH BLOCKINGWITHIN FLOOR SYSTEM r/� WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE 2L TOP PLATE PER PLAN. (1 -T SIMPSON SOWC SCREW INTO WADE FACE (1} 6' SIMPSON SDWC SCREW INTO WIDE FACE PER DETAIL 10/SDWC) OR NARROW FACE (PER ` (PER DETAIL 10/SDWC) OR NARROW FACE (PER DETAIL IWSDWC). 4J DETAIL 13/SDWC). COLUMN PER PLAN. ALIGNED WITH COLUMN (11-T SIMPSON SDWC SCREW INTO NARROW ABOVE. MIN. (4)- ZK STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL IMOWC) (2 SCREWS TOTAL). UPLIFT CONN, CAPACmES: COLUMN TO COLUMN CONNECTION ACROSS FLOOR (4)SDWCIS600. 18" (8)SOWC15450: 197M 1"=1'_w_w DWFZ724: 2832N 3' 1.1r2 E A 1} 3" 10 D E OPENING PER PLAN. E M B C ............................ FLOOR SYSTEM E A E OPENING PER PLAN. E D E - 8 oz FULL PANELS WHERE PANELCUTTOFIT I PERMITTED BV OPENING SIZE #I BUILDING LAYOUT. it 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN 15"2' EXPOSURE 1 OR 7N6' STRUCTURAL 1 & EXPOSURE i RATED SHEATHING. EXTERIOR WALL SHEATHING CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. REFER TO CLADDING MANUFACTURERS VINTTEN SPECIFICATIONS AND/OR CODE REGULATIONS FOR MINIMUM REQUIREMENTS. 2, 1/8' MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END JOINTS. 118' MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTION: 12" GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1-15' THICK WOOD STRUCTURAL PANEL (O.S.B.) RIM BOARD. 3. CONTRACTOR TO TAKE CARE NOT TO OVERDRIVE 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 PLAN(S) AND/OR FRAMING DETAILS. DOUBLE TOP EXTERIOR WALL SHEATHING SHALL EXTEND PLATE PER PLAN TO THE TOP OF THE DOUBLE TOP PLATE. NAIL EXT. WALL SHEATHING TO DOUBLE TOP PLATE W/(2}ROWS 0.131'x 2-12" 3'O y.C. NAILS 03-O.C. STAGGERED I-12' 3/4"F / 71rl TAGGER ' EXTERIOR WALL SHEATHING 0 TYP. NAILING AT DOUBLE TOP PLATE 1-12"=1'4Y COLUMN, OR JACK & KING STUDS PER PLAN. UPSET HEADER MIN. (4} 2x STUDS. (2} 41/2" SIMPSON SDWC SCREWS INTO WIDE _ FACE (PER DETAIL 10MOWC) 1' MAX. FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE I IF PER PLAN DOUBLE 3 TOP PLATE PER PLAN. i \ HEADER PER PLAN. - 1 12 O.C. COLUMN, OR JACK& KING STUDS PER PLAN. MIN. (4} 1, STUDS. (2}412' SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10/SDV.C) FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE 2x TOP PLATE PER PLAN. MIN. (4} 2x SYPI2 CRIPPLE STUDS MATCHING SIZE OF COLUMN ABOVE, CENTERED BELOW COLUMN. CRIPPLE LENGTH TO BE 8' MIN. HEADER PER PLAN. DOWNSET HEADER COLUMN TO HEADER CONNECTION ACROSS FLOOR 1'=1'47 35'' L 3IB NAIL EXT WALL SHEATHING PER PLAN NAIL WALL SHEATHING 1 ATTACH PER NAILING O r SHEATHING AT VERTICAL SCHEDULE PANELS TO RIM BOARD :' 2x STUDS ,SEE y PANEL JOINTS ('EDGE W/ (2} ROWS 0.131'X NAIL SHEATHING FRAMING PLAN FOR NOTE: NAILING") WI0.131"x 2x BOTTOM PLATEWI O 2-12" NAILS 3" O.C. TO EACH SPACING AND GRADE WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN -1 NAILS 6'O.. 1 SIMPSON SDWC ❑z¢ // STAGGERED I-12'. '6 INTERMEDIATE U 22NA @ C AND SEE ARCH PLAN () WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND > MAINTAIN MIN. 3/P FROM O MAINTAIN 3/8' TO EDGE TO VERIFY SIZE 15600 SCREW @8'G.D. Q O STUD IN THE BOTTOM AND EACH SIDE OF OPENING W/ A34 CUPS TO TRANSFER ,'`- a EDGE OF PANEL ',q FIELDS WI0131'O L OF PANEL. STAGGER & fi' FROM ENDS AND LATERAL IDADS .2-1?NAILS ,O NAILING ON EACH SIDE 3/4-FLOOR SHEATHING SPLICES. SCREW TO BE n 1/2" OF PANEL JOINT. AT PER FLOOR INSTALLED TO CENTER SIMPSON LSTA24 SOLID SHEATHING @ NAILING NOTES OF RIM BOARD BELOW HEADER H i i/ OC STRAP WI(22)0.14TI X 'j SHEATHING SPLICE ATTHE U i T MAINTAIN t/6" GAP - 3" NAILS. BEND STRAP SIMPSON SPO W/ (6) / MIDNEIGHT OF RIM ¢ ♦ ♦ / �. ; BETWEEN PANELS w OVER TOP PLATE MA%. t 0.148" A-12' 24' O.C. h ❑ BOARD. MAINTAIN 12" GAP RIM BOARD BLOCKING 1 � 3. THEN RUN DOWN (USE SP6 @ 2.6 STUDS N P t 24' O.C. MAX BETWEEN PANELS. 1 MIN. 21 STUD CENTERED t FACE OF JAMB & SPB @ 2x6 STUDS) ua❑i ATTACH TO DOUBLE 3 ,� f � �- f A, �( EXTERIOR WALL JOINTON VERTICAL PANEL TOP PLATE USING (1) LL; STUDS8IEADER. �'♦' SHEATHING 37 {j7� JOINT. SIMPSON A34 (ONLY REO'D IF WALL (2) 2. SPF TOP PLATE O �� ' / •' �f '. i i .' + '� EXTERIOR WALL } RIM BOARD PER TRUSS SHEATHING CANT BE U.N.O. ON PLAN z �• " - / "1x- SHEATHING MANUFACTURER. INSTALLED AS WOIST @ 2d' O.C. HEADER -SEE 2N0 a TYP. PANEL SPLICE AT WSP RIM BOARD TYP. VERTICAL EDGE & FIELD NAILING ATTACH TO EACH JOIST INDICATED) (MAX) FLOOR PLAN FOR MIN. C D ATTACH RIM BOARD TO BEAM FLANGE W/(1)0.131'x EXTERIOR SHEATHING HEADER SIZE &REO'D 4Y BELOW USING (1) SIMPSON 2-12' NAIL FROM TOP OF WALL JAMB STUDS A35 18'O.C. MAX88'FROM (1)ROWO.131'x 2-1r TO BOTTOM OF FLOOR ..,.-,p..,.»:..,. NAILS @3"O.C. WALL SYSTEM (RIBBON I F 1 'f ♦, �, 'f! f-.�-a A /y / /, ENDS 8 SPLICES SHEATHING TO BEAM) ATTACHED PER 4) } ♦ ♦ f �' •� BEAM OR FLOOR NOTE: REFER TO RIMBOARD NAILING SCHEDULE IF GIRDER PER PLAN (2) ROWS 01"' x 2-11 SHEATHING CAN NOT IF HEADER IS UPSET 1j (I} 41/2" SIMPSON BMW SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (TWO SCREWS TOTAL) (2)- 41/2' SIMPSON SDWC SCREWS INTO WADE FACE (PER DETAIL 1WSOWC) (2)- SIMPSON SDWF2724TUW SCREWS EACH SIDE OF COLUMN W// MAX. 1' FROM EDGE OF WASHER TO COLUMN. (4). G SIMPSON SDWC SCREWS INTO INTERIOR FACE OF HEADER (SIMILAR TO DETAIL 13/SDWCL SPACED AT 141 O.C. & CENTERED UNDER COLUMN ABOVE. (I)- 41/T SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (TWO SCREWS TOTAL) (2)- 41/2' SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10/SDWC) (2)- SIMPSON SDWF2724T17W SCREWS EACH SIDE OF COLUMN WWI MAX. 1"FROM EDGE OF WASHER TO COLUMN. (4)- W SIMPSON SDWC SCREWS INTO NARROW FACE OF CRIPPLE STUDS AT TOP & BOTTOM (SIMILAR TO DETAIL INSDWC). a LND FLUUK J I1 SEE PLAN FOR MC INFORMATION SEE FLOOR FRAMI PLAN FOR FLOOR SYSTEMINFO. SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS W11 0.148'X 21AW SINK (2) 2. TOP PLATE 2. 1ST FLOOR STI SEE PLAN FORM, INFORMATION FOUNDATION PEF PLAN SIMPPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148'X 3-1 W SINKERS ATTACH 2x STUDS W (3) 2x STUDS ((22)e.X3-12'NAILS SIMSPON MSTC402ND CALIfORHM CORNER 1j ❑ w w O FLOOR STUDS TO 1ST ���"••••�••••••_ 0P Z''� FLOOR STUDS WITH (32) 0.148'X3-1/4'SINKERS H •S a V q (3) 2x BUILT UP 1 COLUMN ATTACH PER •Lr "' z •., U • 2 '� • 1' 1 = NAILING SCHEDULE 'r �! ! N .J Cb - QO • lY ATTACH 2x STUDS W/ '+i z (2) 0.167X 312' NAILS (4) 2x STUDS - O O • .J • @ e' O.C. STANDARD CORNER B43 LL ALTERNATIVE STRAP: (2)- CS20 COIL STRAPS COLUMN TO (4) 2x STUDS wOak • COLUMN WN MIN. B' END LENGTHS • • (14} 0.131' x 2-12• NAILS EACH END. • • • PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM. OJ o HTT4 W/5/S" ALL m Z� T O Q Q THREAD ROD, 7" MIN. Q SATTACH TUDS ROWS EMBED. Wl SIMPSON r w OF O.i6YX 312' NAILS 6-O.C. GLffORNIA CORNER A,A SET EPDXY OR EQ. O ® ATTACH COLUMN W/ w (18) 0.148" X 2-12' NAILS i 0 O F MTTI W/55'ALL `I THREAD ROD, 7' MIN. 2 U r Z EMBED.VNSIMPSON t4 'z? O (3) 2x BUILT UP STUD SET EPDXY OR E0. ¢ F-- COLUMN ATTACH PER ATTACH COLUMN W/ n O_ WFOB/SD2 (18)OA48"X2-12-NAILS i - ATTACH ix TO BUILT UP STUD COLUMN W 0 LL 62-X W (2) ROWS OF OA < 3-12'NAILS @6'O.C. i w O STANDARD CORNER AA r NAIL EXT. WALL SHEATHING TO HEADER W 0.131' x 2-1/2" NAILS @ 6" O.C. TOP & BOTTOM MAINTAINING W r EDGE DISTANCE. AT EA. END OF HEADER, NAIL SHEATHING TO HEADER W/(6}0.131'x 2-1/ NAILS. NAIL EXT. WALL SHEATHING TO TOP SILL PLAT W/ 0.131" x 2-10 NAILS @ 6" O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS V 0.131' x 2-12- NAILS @ TOP S BOTTOM, & THEN 6"O.C. 18000 19700 SHEATHING WALL %/ ! NAIL EXT. WALL SHEATHING TO SILL PLATE 0A 31'x 2-1/2" NAILS @6"O.C. O �\: NAIL EXT. WALL SHEATHING TO CRIPPLE •O FRAMING W/0.131"x2-t2'NAILS@TOP& /. .p BOTTOM, &THEN 6'O.O AT PANEL EDGES &12 O O.C. IN THE FIELD. AT VERTICAL PANEL JOINTS, REFER TO DETAIL (D)./ / I NAIL EXT. WALL 2x BOTTOM PLATE /. / \� 3'O.C. PER PLAN SHEATHING T02x `\\\ BOTTOM PLATE W ` MAINTAIN 11W GAPlqri �f' `a1 f 'al �i "r / f - FOUNDATION PER PLAN. 0.131' X 2-1/2" NAILS BETWEEN SHEATHING @ 3' O.C. MAINTAIN AND FOUNDATION OR 3M' TO PANEL EDGE. MASONRY. TYP. EXTERIOR SHEATHING DETAIL (2-STORY)(:�) TYP. NAILING AT BOTTOM PLATE %� TYP. SHEATHING &NAILING AT OPENINGS jr 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 /VU3081 2-STORY CORNER FRAMING ATTACHMENT -FRAME 3/4'=l'-M JOIST MAIN SPECS i FOR BLOCKING REQUIREMENTS NAILS @ 3" O.C. WALL SHEATHING TO BE INSTALLED AS INDICATED, AND WINDOW IS z LOWER: (1) 2x SILL Qo PLATE Wf (2) 0.148" z 3' p BOTTOM OF BEAM CONTRACTOR TO TOE -NAILS. EXT. O INSTALL LSTA24 & HEADER OPENINGS $� PARALLEL TRUSS TO DROPPED BEAM STA30ASSHOWN LESS THAN 4FT:(1)DI 3/4'=l'-0' SILL PLATE W/(2) w (2) 2z SILL AT WINDOW 0.148' x 3" TOE -NAILS. W/ 2'CRIPPLE STUDS AT EA END NAILED TO OPENING LARGER R THAN 4FT. (2) 2x SILL M STUD PACK W/0148k PLATE WIA35 LIPS 0 3- NAILS @8'OC EACH SIDE W/2x ❑ THEN STUDS @ 16" CRIPPLES @ 16' O.C. O.C. ATTACH SILL W/ W/ (2) 0.148" x 3' J (2) 0.148' x 3' TOE -NAILS AT EA. ENO TOE -NAILS T&B Z (PLYWOOD SHEATHING 3 OF SILL(MAX OPENG REO'D T&B) w WIDTH 4-(r). USE A35 i CLIP AT EA, END FOR ❑ OPENINGS GREATER F THAN 4' BUT LESS - w THAN 8 T SIMPSON LSTA30 } O ❑ STRAP CENTERED = BETWEEN COLUMN & GIRDERI3EAM BELOW W/(22KAW X 3- SEE FRAMING PLAN ❑ NAILS. (ONLY REO'D IF FOR FLOOR m WALL SHEATHING CONNECTION w CANT BE INSTALLED r AS INDICATED) ❑ FLOOR GRIDER OR BEAM n 6 Z NOT USED HEADER CONNECTION @ 2nd FLOOR HIGH BM w 3/4"=l'4T y r ,xpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is stray prohibited. z Z pv0 O m 0 X naz r3 X?O W W LXZ O Fay C. O n El • 5 aTRJCTURAL ENG: TH (DRAFTING: 7 z STRUCT: DP y OC CHECK CC w JOB No. STAR-17147 i SCALE: AS INDICATED w DATE: 09/0123 a SD4O ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON SDWF2724 (0.27 x 24") SCREW Q 2C O.C. MAX. MAINTAINING &' FROM ENDS AND SPLICES 2X4 SYP#2 RIM -BLOCKING BEHIND RIM BOARD. NAILTO RIM EXTERIOR WALL SHEATHING PER DETAIL WF1W SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL BOARD W/ (2K.131"x 3" NAILS Q 3' O.C. SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST 16' FROM THE EXTERIOR STUD FACE.... ....OTHERWISE, ADD FLOOR -BLOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED / 2X BOTTOM PLATE PER PLAN. X 3' NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT Q 210 .C. MAX, W/ (2} 0.131' x 3' TOE -NAILS 2P CC, MAX). TO TOP & BOTTOM CHORDS EA. END. MIN. 1'4' 3/4' FLOOR SHEATHING (2y0.137' x 3' NAILS Q 3' O.C. & 2' FROM ENDS AND SPLICES; (6} 0.131' x 2-12' NAILS: FLOOR PER FLOOR FRAMING 21 BOTTOM PLATE TO RIM BOARDIRIM BOARD BLOCKING. SHEATHING TO EA. PIECE OF NOTES CENTER NAILS ON RIM BCARD/RIM BOARD BLOCKING. FLOOR -BLOCKING. MIN, 1-1/B' THICK OSB RIM BOARD. NAIL TO FLOOR -BLOCKING 1.. W/(I}0.131-X 2-1?NAIL TOP &BOTTOM. � SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)- ROWS 0.131' x 2-12' NAILS Q 3' O.C. ABOVE FTAOR-BLOCIUM 1 -1 /8' O.S.B. RIM BOARD OR IJOIST `�1 AND BELOW SPLICE. REFER TO DETAIL WF10/ SDFOR ADDITIONAL INFORMATION. FLOOR -BLOCKING SPACED Q 24" O C. MAX, MATCHING FLOOR DEPTH. NAILS BELOW CONCENTRATED LOADS, AND WHERE FLOOR -BLOCKING TO TOP & BOTTOM CMO20 `i i REQUIRED PER RIM BOARD MANUFACTURERS OF JOIST WT(2}0.731'x3'TOEl4AIL5. \ WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. " (2K.131"x 3" NAILS: RIM BOARD TO 2x PLATE-0LOCKING Q FLOOR JOIST OR PER PLAN. 3' O.C. & 2' FROM EA. ENO. & EA. SPLICE. (4).0.131- %W TOE -NAILS EA. PIECE OF DOUBLE Zx TOP PLATE PER PLAN. FLOOR -BLOCKING TO DOUBLE 21 TOP PLATE. P ATE41LOCIGNM MIN. (2}2X4 SYP#2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1.6)' PLATE W/ 6" SIMPSON SOS SCREWS Q 4" O.C. & 2' FROM EA. END. VOLT = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF r2ND FLOOR), 1080 PLF (1 ST FLOOR) MAX. UPLIFT. 425 PLF FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) 1 12"=1'-0" NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN. 12' GYPSUM WALLBOARD CEILING PER FBC-R7023. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1 f 6` SIMPSON SDWC15600 SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. MIN. 12' GYPSUM WALLBOARD PER FBC42702.3. (2) 4 112" SIMPSON SDWC15450 SCREWS, — INSTALLED PER DETAIL 101SDWC; EA STUD TO BOTTOM PLAT 3/4' FLOOR SHEATHING PER FLOOR FRAMING NOTES. MIN. 1/2' GYPSUM WALLBOARD CEILING PER FBC.R302.13. EXCEPT WHERE SW TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBC-R 2.6. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1}S'SIMPSON SDWC15600 SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDIAC; EA STUD TO TOP PLATE INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN 2x P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER DETAIL WF07A ON NOTES 8 CONNECTOR LEGEND SHEET U.N.O.ANCHOR BOLTS SHALL BE INSTAL AT 12' O.C. MAX. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6'; MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR) 10W PLF (1 ST FLOOR) MAX. UPLIFT: 442 PLF St HIGH SHEAR TWO STORY EXTERIOR WALL r- ROOF SHEATHING & NAILING PER ROOF NOTES. 2X SYP#2 VERTICAL BLOCKING BETWEEN EA. TRUSS. (1)- T SIMPSON SOWC SCREW TO FROM TOP PLATE TO BLOCKING ON EA. END (TWO SCREWS PER EACH PIECE OF BLOCKING). NAIL ROOF SHEATHING TO BLOCKING WITH RSRS-01 (0.173'x235') RING SHANK NAILS Q 4O.C. MAX /- U.N.O. ON FRAMING PLAN: (2}6" SIMPSON SDWC75600 SCREWS EA. TRUSS TO TOP PLATE. REFER TO DETAIL 5/SDWC. _FLOOR PLATE PHE PLAN OVERHANG 8 CORNICE PER DESIGN PLANS. 2X SYP#2 SUBFASCIA W/ IS)-0.131' x 3' END NAILS TO EA TRUSS (U.N.O.) DOUBLE 2, TOP PLATE. REFER TO DETAIL WFO7/SO2. (3}0.131"x3'TOEOR END NAILS, EA. STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WFI(V SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL MID 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. _ Bz 3" TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. TO FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. `11r REFER TO DETAILS M107 (FOR HOIST) OR DRAFTSTOPPING WHERE WS125 (FOR FLOOR TRUSS) ON THIS SHEET REQUIRED PER I FOR FLOOR -TO -FLOOR CONNECTION FBC-R 302.12 1INFORMATION. FLOOR PLATE PLAN ' DOUBLE 2, TOP PLATE. REFER TO DETAIL WFO7/SO2. (3)- 0.131' x 3" TOE OR END NAILS, EA STUD TO TOP PLATE. 3/4'=1'-0' EXT. WALL SHEATHING PER DETAIL WF10/ SD4 ALL PANEL EDGES SHALL BE NAILEO PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT aBLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131"x 3" TOE OR END NAILS. 2X STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)-4-12' SIMPSON SDW/C15450 SCREWS, INSTALLED PER DETAIL 10/ SDWC; EA. STUD TO BOTTOM PLATE., (3)-0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FOUNDATION PER PLAN. ELEVATION .`� pre �" 6 ��'�• ' e • • !G or coo Y 0 • i • A • Q go 001 • #m 01 Z pp 0 �El h 2 m _j 2 CL 2 - zxzx W W O CL -STRUCT: DP QC_: CC 0 w JOB No. STAR-17147 i SG AS INDICATED w DATE: OB10123 SD5 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 4'4Y+HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES IW GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY WaN V344 IS USED} SEE DESIGN PLANS, 1? GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3-VZ THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALLAS REQUIRED 12• GYPSUM WALLBOARD PER U3731PW7, UTVPWM, U3471PW4. ORV34UPW6 EACH BIDE OF PARTY WALL FASTENED USING MIN. 5d (OAW x 16R' LONG, 15W HEAD) COOLER NAILS OR N. S TYPE W DRYWALL SCREWS (MIN.1-1/4' LONG). ALL FASTENERS SHALL BE INSTALLED 0 MAX4' O.C. 0 ALL SUPPORTED EDGES & Ir O.C. INFIELD (3),0.131-X 3' TOE OR END NAPS. EA STUD TO BOTTOM PLATE, EA SIDE OF PARTY WALL (1} P SIMPSON SDWCIWW SCREW, EACH STUD TO BOTTOM DATE PER 11/SDWC, (EACH SIDE OF —\ PARTY WALL} MN. 2.4 SYP 42 BORON PLATE ATTACH TO CENTER OF RIM BOARD BELOW USND (1) SI MPSON BDWC15000(0.152z scREwO21.O.C.MAx MAINTAIN V FROM ENDS & SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (027 x 24') SCREW 0 37 O.C. MAX MAINTAIN P FROM ENDS AND SPLICES FLOOR BEARING NOT. REFER TO PLANS _ — FIRE BLOCKING EASIDE OF PARTY WALLAS REQUIRED 4• PARTY WALL V-23H'+ HALF PARTYWALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1)SIMPSON SDWC15SW (0.152 x V) SCREW 046' OC & V FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFO71SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC150M (0.152 x In SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731VW1, U33&T%V4 U3471PWM, OR V344PWS MN 214 SYP 42 STUDS 01V O.C. W/ MID-HEIGNT WAIL BLOCK NO EACH SIDE OF PARTYWALL SW FLOOR SHEATHING EACH SIDE OF PARTY WALL. ATTACH PER NAILING SCHEDULE PREENG. FLOOR PREENG. FLOOR SYSTEM SYSTEM 5 ATTACH RN BOARD TO WALL DOUBLE TOP PLATE, - EACH SIDE OF PARTY WALL, USING (,) SIMPSON SDWC1WW SCREW O W O.C. MAX & V FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN.3.3/4' PENETRATION TO RIM BOARD. (I} C SIMPSON SDWC1WD0 SCREW, EACH STUD TO TOP PLATE PER 11/SDWC, (EACH SIDE OF PARTY WAIL} 11r GYPSUM WALLBOARD PER U3731PW1. U33fi1PM2 U347PW4, OR V344PW5 EACH SIDE OF PARTY WALL FASTENED USING MN Sd (0.088• x I-&Bm LONG, 151164 HEAD) COOLER NAILS OR N. 6TYPE W DRYWALL SCREWS (MIN. 14M LONG} ALL FASTENERS SWILL BE INSTALLED 0 MAX 4.O.C. 0 ALL SUPPORTED EDGES & Ir O.C. N FIELD MIN. 2M SVP 62 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.W O.C. MAX & WITHIN a' OF EACH END OF WALL i EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT =270 PLF - IN PLANE SHEAR = 260 PLF TYPICAL PARTY WALL SECTION 1 DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WPOTISM FOR SPLICE & ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U117311W1. U336/11YY2, U347PW4, OR V344PM MN. 214 SVP ill STUDS 0 16' O.C. W/ MIO-HEIGNT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH SKID TO BOTTOM PLATE USING (1) SIMPSON SDWC154W (0.152 x 4-IM SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4 PARTY WALL W-V HALF PARTY WALL WIDTH I4',254•+HALF PARTY WALL WIDTH FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING I TREATED ROOF SHEATHING 117 GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY SXUV.V344 IS USED), SEE DESIGN PLANS. 1? GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ ` MN. 3-IM TICK GLASS FIBER OR MBERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES hROOF aEARRD NOT. YREFER TO PLANS -- FIRE BLOCKING EACH SIDE OF PARTYWALLAS REQUIRED 1W GYPSUM WALLBOARD PER U3731PW1. U13SPWM, U347/PW4, OR V3441PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.086' x 14V LONG, ,SIBS- LEAD) COOLER NABS OR N. 6 TYPE W DRYWALL SCREWS (MIN. 14 W LONG} ALL FASTENERS SWILL BE INSTALLED O MAIL 4' O.C. o ALL SUPPORTED EDGES & 1r O.C. N FIELD ATTACH EACH STUD TO BOTTOM PLATE USIW (1) SIMPSON SDWC15450 (0.152 x 4-12•) SCREV CONNECT 2ND FLOOR WALL N PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) VP x4-1? S SCREWS 01r O.C. AND P FRI END OF WALLS. ALL PLI SCES T BE STAGGERED MN. 46' 1/C GYPSUM WALLBOARD PER U3731PW7. U33SPW{ U347PW4, OR V3441P10115 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (0.095• x 1400' LONG, 15M HEAD) COOLER NAILS OR NS.0 TYPE W DRYWALL SCREWS (MIN. 14W LONG). ALL FASTENERS SHALL BE INSTALLED 0 MAX4' O.C. 0 ALL SUPPORTED EDGES & 1r O.C. IN FIELD MN 2M SYP 02 P.T. BOTTOM PLATE (I" 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 36' O.C. MAX & WITHIN S' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CARAC171ES: -UPLIFT =270 PLF -IN PLANE SHEAR • 250 PLF TYPICAL PARTY WALL SECTION ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SOWC15600 OLI52 x Ir) SCREW 048.00 & 6' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/SD2FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15WO M.152 x In SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW1. U33•P%VZ IU347PW4. OR V344 PM INSTALLED TIGHT TO ROOF SHEATHING, MN. 2x4 SYP HE2 STUDS 0 it O.C. W/ MIWIEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15M (0.152 x 4-1F1') SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W1 m UV x4-11r SOS SCREWS o Ir O.C. AND 6• FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MN. 4r DOUBLE TOP PLATE EACH SIDE OF PARTY WAIL. SEE WF07/802 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SI PSON SDWCI5S00 (&152 x 67 SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U37301W1, U3361PR2, U347PW4, OR V3441PN5 MN. 2M SYP 02 STUDS 01r O.C. W/MID#IGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15460 (0.162 x 44W) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PUN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4-V +HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING W GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FBTE RATED WALL SYSTEM OF ASSEMBLY BXWDIMA IS USED} SEE DESIGN PLANS. IQ• GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. 34W THICK MASS FIBER OR NER MAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES 1/C GYPSUM WALLBOARD PER U3731PWI, LW Wa U3471PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MIN. 6d (O.OBB' x 1-W LONG, I5OW HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MIN. 14N' LONG} ALL FASTENERS SHALL BE INSTALLED 0 MAX 4' O.C. 0 ALL SUPPORTED EDGES & 1r O.C. N FELD MIN. 2.4 SYP 42 STUDS o Ir O.C. W/ MID41EIOHT WAIL BLOCKING EACH SIDE OF PARTY WALL (I} e• SIMPSON SMICIS800 SCREW, EACH STUD TO BOTTOM PLATE PER I IWWC, (EACH SIDE OF PARTY WALL). Z, BOTTOM PLATE FASTEN TO FLOOR SYSTEM W/ (1) SIMPSON V SUM SCREW (SDWC15800) 0 2C O.C. & 4' FROM ENDS & SPLICES. AT PERPENDICULAR FLOORC CENTER SCREW N RIM BOARD. AT PARALLEL FLOOR: SCREW INTO SFAMTRUSS, STAGGERING IN BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE — BELOW USING (1) SIMPSON S7WF2724 (027 x 24 ) SCREW O 3r O.C. MAX MAINTAIN VFROM ENDS AND SPLICES PRE-ENG. FLOOR SYSTEM FIRE BLOCKING EA. SIDE OF PARTY WALL AS REQUITED ATTACH RIM BOARD TO WALL DOUBLE TOP — PLATE, USING (1) SIMPSON SDWC1S500 SCREW 0 W O.C. MAX & V FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MN 3-W PENETRATION TO RIM BOARD. (i)-6' SNPSON SOWC15600 SCREW, EACH STUD TO TOP PLATE PER 11/SDWC. (EACH SIDE OF PARTY WALL} M. 2M SYP 62 STUDS 018'D.Q W/ N MID-HEIGHT WALL BLOCKING IW GYPSUM WALLBOARD PER U3731PW1, L13361PW2 U347/PW4. OR V344NIM EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd (0.011rx I-W LONG, 15M HEAD) COOLER NAILS OR Nc.6 TYPE W DRYWALL SCREWS (MN. IAA LONG} ALL FASTENERS SHALL BE INSTALLED 0 MAX 4. O.C. 0 ALL SUPPORTED EDGES & tr O.C. N FIELD MIN. 2.4 SYP 62 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES& CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACT IES: -UPLIFT 270 PUF - IN PLANE SHEAR=250 PLF TYPICAL PARTY WALL SECTION irz41'E' 442 3W+HALF PARTY WALL WIDTH IL PARTY WALL FIRE RETARDANT i TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SOWC1560D (0.152 x In SCREW 046' OC & V FROM ENDS (EACH SIDE OF PART' WALL) FIRE BLOCKING EACH SIDE OF PARTY WALL AS REOUNED DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE W P07/SD2 FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOABLE TOP RATE USING (1) SIMPSON SOWC1SSW (0.152 x B-) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U37WW 1, UMM-W2, U347PW4, OR V3441PW5 INSTALLED TIGHT TO ROOF SHEATHING. MIN. 2x4 SYP M2 STUDS O tr O.C. W/MWEDHT WALL BLOCKING ATTACH EACH STD TO BOTTOM PLATE USING (1) SIMPSON SDWC154W OIA52 x 4A W) SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2)1W x 4-1/C SOS SCREWS 012 OC. AND 6' FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN. 46' DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/302 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15B00 (0.152 x In SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373PW1, ULSIMN 4 L1347A WC OR V3441PW5 MN. 2.4 SYP 02 STUDS 012' O.C. W/MID#EIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4 M SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION `��1111111111/// O• W —: J s Q • / 1111 m G� �F w0 y Z JYyOOOO� 0 �f NI z°z� O 8 �Z`.Cd Cz 0a z00 Uj S R Z T-a3 W W W Z O < a r}n a rno,F S s1RULT: DP CC 0 w JD3 No. STAR-1 ]ld] i SULE: A3 INDICATED w DATE: 09/01lp SD6 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) SIMPSON Hf74 W/ (1) 518• - THREADED Roo. r MN. EMBEDMENT W/ SIMPSON SET-W EPDXY OR EC. ATTACH TO COLUMN W/(18)0.18r x2-1/r WALL SHEATHING SHALL BE HEST$ INSTALLED AS A CONTINUOUS SHEET FROM DOOR OPENING TO 2x SEPARATION FRAME BUILDING CORNER W/ NAILING PER WALL TOP A BOTTOM WFIO. PLATES SHALL RUN CONTINUOUS PAST LSD OF SLAB ADJACENT FRAME WALL DOOR OPENING TO END OF SLAB INTERSECTING 2K FRAME WALL SHALL BE SCREWED TO MIN. (3) 2x SEPARATION PLY BUILT LP COLUMN WITHIN WALL FRAMING SEPARATION FlMNME WALL W/ (2)1M SIMPSON SIDS SCREWS INSTALLED M FROM TOP 8 BOTTOM, 1-11r EDGE DISTANCE, FIRE RATED WALL OTHERWISE SPACED ® Ir O.C. rLK PER 8TAGGEREDSMAx U347PW4. OR V3M/PWB INSTALLED TOHTTO ROOF SIEATHNO. SECTION A -A 4'4r - HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF NE/1THNG (NO PENETRATIONS) V-V + HALF PARTY WALL WIDTH TN. FIRE RETARDANT PARTY WALL TREATED ROOF SHEATHING ROOF SHEATHING AND I FASTENING PER NAILING (NO PENETRATIONS) SCHEDULE 1Q• GYPSUM WALL BOARD EACH SIDE OF ATTACH SHEATHING TO FRAME WALL DOUBLE PARTY WALL PER FIRE RATED WALL TOP PLATE WIRSRS01 NAILS ® SPACING PER SYSTELI (F ASSEMBLY BXW.V344 B A A SHINGLE ROOF TABLE ON 81. PROVIDE SMM USED), SEE DESIGN PLANS. 1W GYPSUM MATCHING PITCH OF ROOF TO FILL GAP BETWEEN WALL BOARD MAY BE SUBSTITUTED W/ TOP PLATE 8 SHEATHING F REWIRED MIN. 3-Ire THICK GLASS FIBER OR FASCL WATTERPROOFRD. AND FLASNINO BY MINERAL WOOL INSULATION BUI EBB, NOTMCD COMPLETELY FILL THE STD CAVITIES EACH WALL STUD OR EACH BUILT lP COLUMN SND HGA10 ®4SOUO.C. B S FROM EA END OF TRUSS. CONTRACT MAY USE SIMPSON SOWCSCREVIS FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON SOWCISSOOSSCREW S o.C. & C FROM ENDS PER 2AISDWC DOUBLE TOP PLATE SEE YVF07/S02FOR _ T- SPLICE BATTACIMENT INFO. =RBEARINO �S I FIRE RATED WALLASSEMBLY PER U3731PW1, U33M'W2 FIRE BLOCKING AS REWIRED U347A W4. OR V3"rM INSTALLED TIGHT TO ROOF SHEATHING. CAULK WITH AN APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTUREREI EACH WALL STUD OR EACH T UP COLUMN STUD INSTALLATION INSTRUCTIONS. PROVIDE MINERAL FASTENED TO DOUBLE TOP PLATE W1(1) SIMPSON WOOL. OR OTHER APPROVED METHOD TO FILL N SDWC IWW S SCREW VOIDS MIDPOINT BLOCKING BETWEEN STUDS U.N.O. ON FRAMING PLANS Ur GYPSUM WALLBOARD WALL W/ Sd 000EaR EXTERIOR WALL sIEATHIKG AND NAILING PER (O.OBB�c 1315 LOUD. 44V LONG C D.C. DRY WALL SCRElN81-i/4 LONG 40.C.O/EDGE WFtasD4 & 1r O.C. N FIELD CONTINUOUS WALL BLOCKING INSTALLED AT MAYL 10 O.C. AS MEASURED VERTCALLY FROM FOUNDATION TO UPPER MOST DOUBLE TO' PLATE BUILDER TO VERIFY (1)-6' SIMPSON SDWClWW SCREW, EACH INSTALLATION, TYP. STUD TO BOTTOM PLATE PER 1t/SDWC, UPPER241 SYP STRK Q 12' O.C. MAX SKIDS L2 SKHALL BE INSTALLED CONE. FROM MD WALL PLATE TO UNDERSIDE OF ROOF S FATHING. CENTERED OVER MIN. 2xt SYP R BOflOM RATE ATTACH TO LOWER STUDS CENTER OF F M BOARD BELOW USING 0.131• x 3• EACH ABOVE WALL STD OR EACH BUILT LP COLUMN NAILS a N.O.C. MAX. STUD FASTENED TO BOTTOM PLATE W/ (1) SIMPSON SDWC 1S00 S SCREW ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON SDWF2T2t (027 ■ 24") A iA FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM SCREW @ 32. O.C. MINX MNNTAM S FROM ENDS PLATE TO BELOW FRAME WALL DOUBLE TOP PLATE W/ AND SPLICES 1Q1 /4'x 412• BOB SCREWS 0120.C. MAX W/ 1• EDGE FIRE BLOCIINL3 AS REQUERED MIDWCAEARPLATE 3W FLOOR SHEATHING -" H'Na= FASTEN PER RAN PRE -ENO. FLOOR SYSTEM LOWER 2. FRAME WALL DOUBLE TOP PLATE SHALL hFLOOR BEARN6 KKST. MATCH ELEVATION OF ROOK SHEATHING (T•P, a M- 10'-43M'. BLILLDER SHALL FIELD VEEDFV AND CO&L PREFER RTOPLANS_- ATTACH FILM BOARD TO WALL DOUBLE TOP PLATE EACH LOWER WALL STD OR EACH SUILT UP COLUMN USING (1) SIMPSON SDWC15OW SCREW ! 1S O.C. STUD FASTENED TO DOUBLE TOP PLATE W/ (1) MAX 8 S FROM ENDS & SPLICES. SCREW TO BE SIMPSON SOWC ION S SCREW INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 33/4• PENETRATION TO RIM BOARD. LOWER 2xt SYP 82 STIDi @ Ir O.C. MI1X. STUDS SWILL BE NSTALLID FROM FOUNDATION TO OM Ili- SSIMPSON SOWCISNO SCREW, EACH STUD MID WALL PLATE TO MATCH OF FLOOR SHEATHING, TOP a 44-10'13W TO TOP DOUBLE Top PLATE W/1310.14S x3.1N• TOE -MOUES TO EA IJCST, TYP. FgiE RAID WALL ASSEMBLY PER U9791PW1 U3981PW2 t1917R+YW. OR V341IPN5 NSTNIFD 7qM TG ROOF MID -POINT' BLOCKING BETWEEN STUDS U.N.O.ON SHEATHING. CAUX WTIH AN APPROVED PRODl1CT TO CREATE AIR TIGHT SEAL PER MANUFACfUER'S FRAMING PLANS INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL GYPSUM WALLBOARD WALL W/Sd COOLER OROTHER APPROVED METHOD TO FILL IN VOW LW DRYWALLEff SCREE NB 1!1lANG P O.C. ON EACH WALL STD TO P.T. BOTTOM PATE EDGE A Ir O.C. INFIELD 2X4 02 SYP WAIL W/ 8TUo8 %1S o.C. 81E SM IN THE BEARING WOOD ALL SCHEDULE PSMPSON SDWC1545041? SCREW (EACH SIDE OF ARTY WALL) SHEET SSA FOR ADDITIONAL INFORMATION. CONNECTION CAPACITIES: -UPLIFT •270 PLF MIN. 2.4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF - N PLANE SHEAR -see PLF PARTY WAL4 ATTACH TO FOUNDATION USG C ANOR BOLTS DEFINED N DETAILWF07A ON NOTES B CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 3S O.C. MAX 8 WTHIN a,OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE _ FOUNDATION PER THE FOUNDATION PLAN TYPICAL PARTY WALL SECTION (VE) 1/n1'4r W-V ♦ HALF PARTY WALL WIDTH 4'-2 31C- HALF PARTY WALL WIDTH 4'0•+ HALF PARTY WALL WIDTH V-23M+ HALF PARTY WALL WROTH FIRE RENT TARDAIL PARTY WALL FIRE RETARDANT FIRE RETARDANT IL PARTY WAIL FIRE RETARDANT TREATED ROOF SHEATHING I TREATED ROOF SHEATHING TREEA(Np D ROOF FASHEAT) N O I �(NOEPEWO T EA 9TM� (NO PENETRATIONS) (NO PENETRATIONS) STUDDED COMMON TRUSSES STUDDED COMMON TRUSSES ' 1W GYPSUM WALL BOARD EACH SIDE OF lir GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL ATTACH TRlB3 TO DOUBLE TOP PLATE USING (1) PARTY WALL PER FIRE RATED WALL ATTACH TRU33 TO DOUBLE SYSTEM (IF ASSEM13LY BXUV.V31415 SIMPSON SDWCIWW(0.152x8n SCREW 04S OC SYSTEM OF ASSEMBLY BXW.V344 IS TOP PLATE UW40(1) SIMPSON USED} SEE DESIGN PLANS. 12' GYPSUM 5 S FROM ENDS (EACH SIDE OF PARTY WALL) USED} SEE DESIGN PLANS, VC GYPSUM SDWC1S800 (0.152 x In SCREW WALL BOARD MAY BE SUBSTITUTED W/ WALL BOARD MAY BE SUBSTITUTED W/ Q 4S OC 6 S FROM ENDS N M.3-Ur THICK GLASS FIBER OR MN. 3.1rC THICK GLASS FIBER OR (EACH SIDE OF PARTY WALL) MINERAL WOOL INSULATION MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES COMPLE RELY FILL TIE STUD CAVITIES ROOFRBEANISEGT_ ROOF BEARINGREFER TO PLANS FIGT_ DOUBLE TOP PLATE EACH DOl1BLE TOP PLATE EACH SIDE OF PARTY WALL SEE SIDE OF PARTY WALL SEE FIRE BLOCKING EACH SIDE OF WF07/SD2 FOR SPLICE & FIRE BLOCKING EACH SIDE OF WIWISC2 FOR SPLICE & PARTY WALLAS REWIRED ATTACHMENT UFO PARTY WALL AS REQUIRED ATTACHMENT INFO 10 GYPSUM WALLBOARD PER US7SIPW1. US36`PWz 1W GYPSUM WALLBOARD PER U373FW1, U3381PW2, DOTAGE EACH STUD TO ATTACH EACH STUD TO DOUBLE TOP PLATE DOUBLE TOP PLATE USING (1) U347PVM, )R V944PW5 EACH SIDE OF PARTY WALL USING (1) SMPSON S)WCI58W (0.152 x 87 U3471PW{.OR V3MIPYYb EACH SIDE OF PARTY WALL SSMPSON SDWC1S=(0.152 x FASTENNED USING MN. 5d (0.0BS x 1-Ur LONG, 15OW L N G () SN SIDE D PARTY WALL) FASTENED USING MN. 5d (0.0@r x IBIS LONG, TSB{• V) SCREW (EACH SIDE OF HEAD) COOLER NABS OR N11.6 TYPE W DRYWALL HEAD) COOLER NABS OR NM 8 TYPE W DRYWALL SCREWS (MIN. 0 MAX C O.C. ®ALL SUPPORTED LINO} ALL FASTENERS SHALL SCREWS (FAN. MW FIRE RATED WALL SYSTEM PER U3731PW1, BE INSTALLED 0 MAX O C O.C. ALL SUPPORTED ALL FASTENERS SHALL P FIRE R BE INSTALLED .CIMATED WALL SYSTEM EDGES 51r O.C. N FIELD U338P10W, W47PW4, OR V344IPW5 EDGES 81Y O.C. N FIELD PER 1137341-YY1, 11338PVlt, U347PW4, OR V344PM MIN. 2.4 SYP 42 STUDS O 16" O.C. W/ MID4EIGHT MIN. 2.4 SYP42 BOTTOM PLATE. SCREW TO WALL BLOCKING EACH SIDE OF PARTY WALL MIN. 2.4 SYP/M BOTTOM PLATE SCREW TO MIN. 2.4 SYP $2 STUDS 016' PARALLEL FLOOR TRUSS BELOW W/ (2)41C x 3-12• PARALLEL FLOOR TRUSS BELOW W/ (2)-1W x 3-IrC O.C. W/ MKMEIGHT WALL SOS SCREWS ®1S D.C. & C FROM ENDS & MN. 2.4 SYP 02 BOTTOM PLATE ATTACH TO SIDS SCREWS 01S O.C. A 4• FROM ENDS 5 BLOCKING EACH SIDE OF SPLICES. CENTER OF RIM BOARD BELOW USING (LAW x r SPLICE& (EACH SIDE OF PARTY WALL) PARTY WALL NABS 04. O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE (1) S SIMPSON SDWC1MW SCREW, EACH STUD STUD TO BOTTSONOM M PLATE P SCREW. EACH ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE STUD TO BOTTOM PLATE PER 11/SI%VC, BELOW (EACH SIDE OF PARTY WALL) USING (1) 70 BOTTOM PLATS PER 11BDWC, MACH SIDE MACH SIDE OF PARTY WALL) U8040 (1) (EACH SIDE OF PARTY WALL). SIMPSON SDWF2724 (027 x 2C) SCREW Q ST O.C. OF PARTY WALL) 88.OWSWsN ACH SIDE (OZ7 x247 SCREW IN 9z O.C. IMF. MOUNTAINS FROM ENDS AND SPLICES MAX MAINTAIN S FROM ENDS AND SPLICES 3/P FLOOR MEATH" EACH SIDE OF PARTY SN• FLOW.. EACH WALL ATTACH PER NAILING SCHEDULE $PER NAILING SCHEDULE ATTACH2 BOOR BERI ANG HOT. REFER TO PLANS _ - FBE BLOCKING EA' SIDE OF PART' WALL AS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ (2} 1W x 4.12' SIDS SCREWS ® W O.C. & 4• FROM ENDS & SPLICES. 1Z GYPSUM WALLBOARD PER U3731PW1. U338PWM U3471PW4.OR V3/4PW5 EACH SIDE OF PARTY WALL FASTENED LONG MIN. Sd (0.08V x 14V LONG, 15181 HEAD) COOLER NAILS OR N. a TYPE W DRYWALL SCRETNS (MIN. MAI- LONG), ALL FASTENERS SHALL AR INSTALLED ® MAX V O.C. ® ALL "PORTED EDGES & 12. O.C. N FIELD MIN. 2 4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES S CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3S O.C. MAX & WTIM W OF EACH END OF WALL 8 EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT . Z70 PlF - IN PLANE SHEAR. 250 PLF /15R�K TYPICAL PARTY WALL SECTION NOT USED 1?•1'a 1,r-1,4Y PRSar- FLOOR SYSTEM 5{pOR BEARING MST �FER TO PLANS ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SDWCIMW SCREW O 1S O.C. MAX & S FROM ENDS 8 SPLCES. SCREW TO BE INSTALLED INTO THE CARER OF THE RIARD. MIN. 3-W PENETRATION TO RIM BOARM WNW. MIN. DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2 FOR SPLICE &ATTACHMENT INFO (i), 5. SIMPSON SDWC15900 SCREW, EACH STUD TO TOP RATE PER IUSDWC, (EACH SIDE OF PARTY WALL} FIRE RATED WALL SYSTEM PER U373IPW1. U3981PW2, U347PW{, OR V3HPW5 MIL 2N SYP 02 STUDS O /S O.C. W/ MoMIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC164SO (0.162 x 4-1/2•) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PAN FAR CONCRETE SLAB AND FOUNDATION INFORMATION FLOOR BEARING HOT. REFERR TO PLANS _ - FIRE BLOCKING EA SIDE OF PARTY WALLAS REWIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/(2).1M x 4.12• SOS SCREWS ® 24' O.C. 8 4• FROM ENDS d SPLICES. (EACH SIDE OF PARTY WALL) Wr GYPSUM WALLBOARD PER U3731PW1. U33S1VWZ U347PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (0.09r x I-W LONG, 16SC ER HEAD) COOLNAILS OR N. a TYPE W DRYWALL SCREWS (MN. 1-1W LONG} ALL FASTENERS SHALL BE INSTALLED A MAX P O.C. ® ALL SUPPORTED EDGES & 1r O.C. N FIELD MIN. 2.4 SYP M2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES B CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 3S O.C. MAX 8 WITHIN S OF EACH END OF WALL S EACH BOTTOM PLATE SPLICE CONNECTION GIPACTES: - UPLIFT -ZM PLF - N PLANE SHEAR. 250 PLF V32� TYPICAL PARTY WALL SECTION Irr-1*4r DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD21OR SPLICE & ATTACHMENT INFO ``��111111y1111����' � w LY .. •F Uj U p z • co � o ee .e BEARING HOT TO PLANS ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDVVC156W (0.15r x 8) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373PW1, L133dP62. U3471PW4, OR V344PM MIN. 2x4 SYP82 STUDS 016' O.C. W/ MD4EIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-1/2•) SCREW (EACH SSE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SAS AND FOUNDATION INFORMATION v/ T J n �o Q -0 LL0 LIJ -j z J J t� F zz Q- V� o� F- <LL Wz § ^Q p 01gg € LL 6 z TH sTRIxT: DP K M CHECK: CC 0 w JCB No. STAR-1]14] "INDICATED w DFTE: 03 Hm 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 ENGINEERED FIRE RETARDANT ROOF TRUSSES PER SHEATHING ATTACHED PER RAN NAILING SCHEDULE SEE I� ARCHITECTURAL RM7S FOR I REQUIRED LOCATIONS 2C FASCIA PER PLAN. SEE ELEVATIONS FOR MORE INFORMATION 2C FRAME OR CMIU WAN_ SEE ARCHITECTURAL PLAN FOR MORE INFORMATION 1-HOUR FIRE RATED SOFFIT PER GA FILE NO. RC 2Bi/2 TO EXTEND A MIN. 4-0' EACH SIDE OF 2 HOUR PER RATED IB' ASSEMBLY. MS'TALL BASE DYER STYPE X GYPSUM WALLBOARD APPLIED AT RIGHTANGLES TO WOOD TRUSSES ZV O.C. WITH 1-1M TYPE W OR 8 DRYWALL SCREWS 24 O.C. FACE LAYER SIB' TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1.TAr TYPE W OR 8 DRYWALL SCREWS 12' O.O AT JOINTS AND INTERMEDIATE TRUSSES AND 141r TYPE G DRYWALL SCREWS Ir O.C. PLACED Y BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24' FROM BASE LAYER JOINTS. WOOD TRUSSES SUPPORTING 10' WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH 0.131-x2-1TL• MAMA APPROPRIATE ROOF COVERING. FIE CAULK EDGES AND ENDS AS REQUIRED TO PROVIDE AN AIR TIGHT SEAL TYPICAL FIRE RATED SOFFIT E PARTY WALL YC CHANNEL OR RU NNER INSTATED PER ' MANUFACTURER'S SPECIFICATIONS 2K BEARING WALL PER RAN. SEE EXTERIOR FRAME WALL SCHEDULE INTERIOR FINISH PER SUILDERS SPECIFICATIONS FIE RATED WALL SYSTEM PER DESIGN PLAN. INSTATED TIGHT TO ROOF SHEATHING 1 TWO HOUR FIRE WALL @ FRAME INTERSECTION FIRE WALL @ FRAME INTERSECTION 314+ra Y C CHANNEL OR RUNNER MIN. 3W AR SPACE INSTALLED PER MANUFACTURER'S FIRE RATED ROOF IO SPECIFICATNS SHEATHING PER PLAN BREAKAWAY CUP OR TRUSS OVERHANG EACH ALLANNUM ANGLE aloe INSTALLED PER MANUFACTURER'S EXTEND GYPSUM BOARDS SPECIFICATIONS WHERE REQUIRED PER UL PER FIE RATED WALL W73MM, U33fYPNL, SYSTEM INTO SOFFIT AREA W47MM OR V344IPWS (�C/�TIAMI A A ROOF SHEATHING — ATTAGED PER WALING SCHEDULE FASCAPERRAN ATTACH CHANNEL FLANGE TO BOTTOM OF FASCIA W/ (3)1-1W TYPE W SCREWS INSTIL. C CHANNEL OR RUNNER FROM BOTTOM OF FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE EXTENSION OF THE GYPSUM BOARDS. FASTEN 2' C CHANNEL OR RUNNER W/ MIN 1-1/4' TYP W SCREW TO FRAME OR 3HS' x 2.1W TAPCDNS TO MASONRY AS SPECIFIED PER UL U373~. U33SIP VVZ U347IPW4 _ CRRVV3344 PW3 F'Wlz� TWO HOUR SEPARATION 0 EAVES GYPSUM BOARDS PER FIE RATED WAN. SYSTEM U3791PW1. U33BIPVR, U347OPW4 OR V34WR!i MUST EXTEND INTO SOFFIT AREA. IF EXTERIOR WALL IS FRAME PROVIDE SOLID BLOCKING AS REQUIRED TO INSTALL C CHANNEL TRACK EXTERIOR WALL PER PLAN ♦♦♦\I11111//��� •e � a � � i N� o e + s + � % 1 1 1 ♦ M - CA f OB C9 a? Z CO 7 C I H no m J T -2Q2 I.- IL F (9}F - W lZ WOO T U) V: • � smucr: OP � QC CHECx: CC 0 w JOB NO, STAR-17147 i SCALE: ASINDICATED wDATE: 0M123 =111 ' ILA 34111'41` 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 VVMR & ASSOCIATES, LLC is strictly prohibited. Design No. U373 BXUV.U373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. • Authorities having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design suWnit[er and have been Investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the fled. • 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 conceming alternate materials and atemate methods of construction • Only products which bear We Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U373 March 05, 2018 Nonbearing Wall Rating - 2 Hr (Area Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A and 46) Nonbearing Wall Rating 2 Hr (Protected Wall, See item 4B) Finish Rating - 120 Min. (See Rem 4) Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cut. Certification (such as Canada), respectively, SECTION A -A SECTION S-B 1 - - - - - 0 = �Jvii! CONFIGURATION A EXPOSED TC FIRE FROM AREA SEPARATION WALL SIDE ONLY CONFMlMA110N B EXPOSED TO FIRE FROM EITHER SIDE AREA SEPARATION WALL: - (Nonbea ding, Max Haight -44 t) 1. Floof, Intermediate or Top Wall - 2-3/16 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG gals steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gall steel having "H' -shaped flanges spaced 24 In. OC; overall depth 2-1/8 in. and Range width 1-1/2 in. 3. Gypsum Board' -Two layers of 1 in, thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "W - shaped studs. GEORGIA-PACIFIC GYPSUM LLC -Types TRSL, DGUSL 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. Woods Studs - For 2 Hr. Bearing or Nonbearing Well Rating - Nom 2 by 4 in., max spacing 24 in. OC. Studs cros.4—ed at md4l ght whore necessary for clip attachment Mn, 314 in. separation between mod framing and area separation well. Finish rating evaluated for wood studs only. 4A. Steel Studs - (As an atemate to Item 4, not shown) - For 2 Hr. Bearing Wall Rating - Conosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel a min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gall steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members the American Iron and Steel Institute. AN design details enhance the structural integrity of wall assembly, including the M 9 9 the ly. 9 axial design load of the surds, shell be specified by the steal stud designer andlor produces, and shed 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 ceding tracks with 12 in. long type S-12 steel screws on both sides of studs or by welded or boded connections designed In accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, mn No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gall 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 Roo, ceding, and/or other walls. Attached to floor and calling assemblies with steel fasteners spaced not greater than 24 in. OC studs croesbreced with stud framing at mid —height where necessary for dip attachment. Min 314 in. separation between steel frarhvhg and area separation wall. Finish rating has not been evaluated for steel studs. 4B. Steel Studs - (As as atemate to Rem 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from run 25 MSG corrosion -protected steel, min 3 12 in. wide, inn 1-1/4 in. flanges and 1/4 in. retum, spaced a max of 24 in. OC. Studs to be cut 318 to 3/4 in. less than assembly height Tap and bottom tracks shall be channel shaped, fabricated Rom min 25 MSG corosion-proteded steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ced'mg with fasteners 24 in. OC max. Studs cross -braced with stud framing at mid -height where necessary for clip attachment. Min 314 in. separation between steel framing and area separation wall Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick. 4 it wide, applied either horizontally or vertically. Wallboard attached to wood studs (Item 4) with 1-114 in. long steel drywall nails spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 4B) with 1 in. long Type S steel screws spaced 12 in. CC. Vertical joints located over studs. (Optional) Jdms covered with paper tape and joint compound. Nast or screw, heads covered with pint compound. 5A. Plywood Sheathing or OSS - (Not shown) - As an alternate to Item 5, Nominal 12 in. Mick or greater plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joint shaN be butted fight to form a closed joint Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum clips shall be spaced as described in Rem 6. 6. Attachment Clips-Alumnum angle, 0.062 in. Mick, min 2 in. wide with thin 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 screw 1-1/4 in. long to wood Raining or steel rimming through holes provided in clip. Gips spaced a max of 10 ft OC vertically between wood or steel frandi rig and "W studs for separation walls up to 23 it high. For separation wags up fo 44 it high, dips spaced as descmbed above for the upper 24 ft. and the remaining wall are below required dips spaced a max 5 ft OC vertically between wood or steel framing and "W studs. 7. Batts and Blankets• - (Optional, now shown) - Pieced in stud cavities, any glass fiber or mnerel wool insulation, max 3.0 pc density, bearing the UL Classification Mad ng as to Surface Burning Characteristics andfor Fire Resistance. See Gaffs 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. Tie app«fence da _W. vine or product In tMs daNaaae dsea hest In Xsexasswe M medhrds a aeruned these eeea m•mbxtrred hnhdv ill's Mum —p s.rn«. Dory thhpu proerdz Dearkhp me to mink shwa ee comamed to be eernned ahhd «cared hhm.r uLy rawAwp serwce. Anwys Ieok tw rK Mzrk m the product UL permM1s Ms Npodhrctlen •ItlN msbdal cmblhhM In tlN Onll« DeNn«tlm drecNry thUlecl to tine follawlq cenduehhv: 1. TNe ghxde IrMmstlen, mump. Ns, Cmatrucame, DezlpN. systems, xhdw tertlflcatlpns Inleal most he PwmN In tlhelr emlrety srtl b • mhnJaleadlrg hmnhher, hduhshA srry m•nhpdrtbn ofnhensb s9, ifie s).a.she rtbehrhent•Repined hemthe On -in ficstlmsdreMYwtah 9u. unawn UL'muY appear zdlvcahebtfr exv.a.e hrhrtxm. b,adtlm, toe reabba m.bdd mart khdhrae, «pytam mtl« In she nsNwlnp ramie ro ma h4. Ltc• A'IL ' AIL��LL gp/•IlSALt•I� B,-4.L(UNDERWRITER1 r.M1- ). SIGNED AND •• _(/� �� D R S UCTURAL : MIS NG ONLY. • A * (/ t • W R * J = o O. Q • z ¢ •••�kGJ�O``� m g U) Q J 02 _J �i�• Q C Z � m Cl) I� ` W hJ D p 0 (DE F 9 M. o y Cn + O O � Z so M E J F LU M O OC U X UJ J 0 - =0 F- F 0 1— - W W W 0 CL ;5 W • � slaucr: DP � oc cNEac: cc 0 -I-- STAan7u7 hu sLALE: AS INDICATED hu1 DATE: 09/Im I 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, ortransfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. U336 BXUV.U336 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be 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 consufted before construction, Fire resistance assemblies and products are developed by the design submilter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, 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 concerning alternate materials and aftemate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May 08. 2018 Exposure to fire from separation Wall side only Nonbearing Wall Rating - 2 Hr (Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A) Nonbearing Wall Rating 2 Hr (Protected Wall, See item 413) Finish Rating - 120 Min. Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certificetion (such as Canada), respectively. SECTION A -A Ijs-: 9y I �inifSBzl�r¢.4Fr IN w SECTION B-B CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 0 0 0 11 1.1„11 1,1 � 1.1 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 gals steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2 in. and flange width 1-M in. 3. Gypsum Board' - Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H" - shaped studs. CGC INC - Type SLX UNITED STATES GYPSUM CO - Type SLX USG BORAL DRYWALL SFZ LLC -Type SLX USG MEXICO S A DE C V - Type SLX PROTECTED WALL: (Bearing or Nonbearing Wall). When Bearing, Load Restricted for Canadian Applications- See Guide BXUV7. 4. Woods Studs - Nom 2 by 4 in, max spacing 24 in. OC. studs cross braced at mid -height where necessary for dip aeachmeaL 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 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in, thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The mm stW spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom backs shall consist of steel members, min No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in, thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud framing at mid -height where necessary for clip attachment. Min 314 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) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG conosion-protected steel, min 3 12 in, wide, min 1-1/4 in, flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 314 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 wtlh stud framing at mid -height where necessary for dip attachment. Min 314 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 it wide, applied either horizontally or vertically. Gypsum board attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC. Vertical joints located over studs. (Optional) 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 seared with Type S screws 3/8 in. long to "H" studs and with Type W screws 1-114 in. long to wood framing through holes provided in dip. 6& Clip placement (item 6) for separation walk up to 24 It high. Space clips a max of 10 it OC vertically between wood framing and "H" studs. 68. Clip placement (Item 6) for separation walk up to 44 it high. Space clips as described in Item 6A for upper 24 R Remaining wall area below requires clips spaced a max 5 it OC vertically between wood framing and "H" studs. 6C. Clip placement (Item 6) for separation walls up to 66 it high. Space clips as described in item 6A for upper 24 ft. Space dips as described in item 68 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips space a max of 40 in. OC vertically between wood framing and'W'studs. 7. Non -Bearing Wall Partition Intersection - (Optional) - Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3 in. long 10d nails spaced a max 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in long 10d nails spaced a max 16 in. OC. vertically. Intersection between petition wood studs to be flush with the 2 by 4 in. studs. The wall partition mod studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d dais 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 banter. KNAUF INSULATION LLC - Type ECOSEAL Plus Indicates such products shall bear the UL w cUL Certhicalion Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 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. CONFIGURATION B T� •glwrcnce of a comwrly. a.awe «groeret m mu 4.uw.e aoe• nor In ilaen ass«e awn pogvala w lamnea nave naml manr,.v.w,ma.r u-•a EXPOSED TO FIRE FROM EITHER SIDE N�o"IY krona wva«r• naarlr,a m. u. mark .nom Ix �..m.e m x eamnaa am c«w.a um« UL's ralway samce. anwy.laok rorme UL permpa me rcpatluctlm of tlrc mamas cmYlrrcd In lne Ongne C,,­- bI.cr to ma fopowlrp c«gMan:1.TMC hlnr«matlm, aaaemdka, ConNucnoe,-1g.,ayamma, arW« e«tlscauana (fgea) mun I pII-11,mein«Rimyma lna —rig marxar, wnmoul any manlpnatlon tM ew(«ar—ix;I1.1 me nNemenr'R".—nom-OnH. eertlgcagana Olrace«y cam I,Iv abn tram— moatePWaraEMcanlmnee emran.4 ranmmLmaeamm, Ina rcplrlmtl mamaalmen mcIWea.,pyd,, oosaemmefwoftsIbr .croranM1u 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 1!E (AILl ON*�l� SHE £t ifrya� l U BY u R TOoj LL R THE STRUCTUITlR� R I OF THIS DRAVIA ONL* 01 �� ~O4LL1 i i b • W w O • co �� � •., e .. *' PROF . ��. III Z w n� 21 Q J Am (= � 5` H . J Q Z= 4a < W Q V� O�n w F~— co F- 16 z O0 "K fn M - owL4 N C 'O 4• tlyl q O Z CO 0 � C LU m 0 U S IL Z - I.- IL - � � 0 MWO sTRUCr: Dv Oc diEq(: CC w .108 No. STAR-17147 i sGIE: AS INDICATED w UATE: oaxilm PW2 �C Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff Provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning aflemate materials and ahemate methods of constructbn. 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 - cantulc-s101 certified for canada design criteria and allowable variances Design No. U347 March 05, 2018 Nonbearing Wall Rating -2 Hr (SEE ITEMS 5, 5A AND 5B) (SEPARATION WALL, SEE ITEMS 1,2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall, See hems 5 and 5A) Nonbearing Wall Rating 2 Hr (Protected Wall, See hems 5A and 5B) Finish Rating -120 Min. (See hem 5) ' Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Cediflcation (such as Canada), respectively. 17-7-1 PROn:D1FD WALLS 1 9 2 A 3 d e e ] SEPARA'ri WALL, ITEMS CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY vaoTEcrEo wALLs 1 9 2 6 3 le i 9 ] sEPAnAT10N W4LL.ITEMS CONFIGURATION B EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY V 1 0 CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE VM '1. Q CONFIGURATION D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -bearing, max height -66 It -see hem 6) 1. Steel Track - Floor, sidewall or top wall track. Nom 2 in. wide channel shaped with nom 1 in, long legs, formed from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - "H" shaped studs formed from No. 25 MSG galv steel having an overall depth of approximately 2 in. and flange width 1-3/8 in. 3. Gypsum Board' -Ttwo layers of 1 inthick 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 48. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Air Space -Minimum 314-in. air space. 5. Wood Studs - For Bearing or Nonbearing Wall Rating - Nom 2 by 4 in. max spacing 24 in. OC. Studs cross braced at mid -height where necessary for clip attachment Min 314 in. separation between wood framing and fire separation wall. Finish rating evaluated for wood studs only. 5A. Steel Studs - (As an alternate to Rem 5, not shown) - For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3.112 in. wide, min No. 20 GSG (oO36 in. thick) gaiv steel or No. 20 MSG (0.033 in. thick) primed steel, mid formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design bad 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 triads with 12 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. studs cross -brand with stud framing at midheight where necessary for dip attachment. Min 314 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 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 max of 24 in. OC. Studs to be cut 318 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, brig legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at midneight where necessary for dip attachment Min 314 in, separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. 6. Gypsum Board- Classified or Unclassified - Min 12 in. thick 4 It wide, applied horizontally or vertically. Wallboard attached to wood studs (Rem 5) with 1-114 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to steel studs (ttem 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 aftemate to Item 6, Min 12 in. thick plywood or OSS applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted light toorm a dosed joint Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum clips shall be spaced as described in Rem 7. 6B. Batts and Blankets' - (not shown) - As an alternate to Items 6 and 6A, glass fiber or mineral wool insulation, min. 3-12 in. thick placed to completely fill the wood or steel stud cavities. When Batts and Blankets are used in place of hems 6 and 6A the max height is 54 it and the aluminum dips (hem 7) shall be spaced a max of 5 If OC vertically. Min 3/4 in. separation between insulation and area separation wall. See Baits and Blankets (BKNV) category in the Building Materials Directory and Batts 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 it wide panels, applied vertically. Panels attached to wood studs (Item 4) with 1-5/8 in. long steel drywall screws spaced 16 in. OC. Vertical joints located over studs. Joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. NATIONAL GYPSUM CO - Type SoundBreak Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM -Types QuietRock OR-500, QuietRockORr-510, 0uietRock QR-525 6D. Gypsum Board' - As an alternate to Item 6 - Min 518 in, thick, min. 6 in. wide batten strips, applied on both sides of Steel Studs (Item 2) and horizontal back to back Steel Track (Item 1). Min. 518 in. thick min. 3 in. wide batten sops applied on both aides 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 hoard may be used in lieu of the battens. Clip placement as in item 7, 7A, 7B, w 7C. NATIONAL GYPSUM CO - Type FSW3, FSW, FSW6. 7. Aluminum Clips - Aluminum angle, 0.049 in. thick 2 in, wide with 2 in. and 2-12 in. legs. Clips seolred with type S screws 3/8 in. Jong to "H" studs and with 1-1/4 in. long screws to wood framing or steel framing through holes provided in clip. 7A. Clip placement for separation walls up to 23 It high: Space clips a max of 10 It OC vertically between wood or steel framing and "H" studs. 78. Clip placement for separation walls up to 54 It high: Space clips as described in item 6A for upper 24 It, Remaining wall area below requires clips spaced a max of 5 It OC vertically between wood or steel framing and'W'studs. 7C. Clip placement for separation walls up to 66 it high: Space clips as described in hem 6A for upper 24 ft, space dips as described in item 68 for middle 30 ft. Remaining wall area below requires clips spaced a max of 39 in. OC vemcally between wood or steel framing and "H" studs. & STC Rating -The STC Rating of the wall assembly is 61 when It is constructed as described by hems 1 through 6, except: A ttem 5, above -Wood Studs- Shall be spaced 16 in. oc. B. Item 6, above - Gypsum Board - Min. weight 1.5 Pat Shall be applied vertically and attached to studs with 1-1/4 in. long steel drywall screws spaced 16 in. 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 b the wood studs shall be friction fit with 3-12 in. thick fiberglass Y g insulation balls, 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 Wall is 23 ft. F. The STC rating applies to Configuration S only. G. Steel Studs (hems 5A, 5B), Plywood Sheathing or OSB (Item 5A and hem 9) and Batts and Blankets (tems 6B) not evaluated as alternatives for obtaining STC rating. 8A. STC Rating - TheSTC Rating of the wall assembly is 69 when h is constructed as described by hems 1 through 6, exceptA. Item 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Item 6C, above - Wall and Partition Facings and Accessories' - Type QuietRock QR510 panels shall be installed. C. Item 7, above -Aluminum Clips- Spaced a max of 10 ft OC vertically. D. Batts and Blankets' -Tthe cavifies formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation bads, min. l o pd. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 23 R F. The STC rating applies to Configuration B only. G. Steel Studs (hems 5A, 5B), Plywood Sheathing or OSB (Item 6A and hem 10) and Bans and Blankets (Items 6B) not evaluated as altematives for obtaining STC rating. 8B. STC Rating - The STC rating of the wall assembly is 70 when it is constructed as described by hems 1 through 7, except A hem 5, above -Wood Studs -Shall be spaced 16 in. CC. B. Item 6C, above -Wall and Partition Facings and Accessories' -Type QuietRock QR525 panels shall be installed as described in Rem SC. 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 ft with 3-12 in. thick fiberglass insulation balls, min. 1.0 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Bans and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 23 ft F. The STC rating applies to Configuration B only. G. Steel Studs Items 5A 58 Plywood Sheathing or OSB Item 6A and Item 10 and Batts and Blankets items 6B not ( I. YWo rig ( 1 ( 1 evaluated as alternatives for obtaining STC rating. 9. Non -Bearing Wall Partition Intersection - (Optional) Wall system consisting of nominal 2 by 4 in. stud or nominal 2 by 6 in. stud. Maximum one non -bearing wall partition intersection per stud cavity. 10. Plywood Sheathing or OSB - (Optional) - Min 12 in. thick plywood or OSB applied horizontally or vertically to "H" studs on area separation wall side of Configuration A or Configuration C. Vertical joints located over studs. Fastened to "Id" studs with screws of sufficient length, spaced a maximum of 12 in. OC. e 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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In Q J >J M � m Z � O = F W m O = Q Z f- I}L K W ZO may V/01 TH n� a!s F � •F wN FHZ 5 J 0 _f Z j°r 4 8eC'� s3 �� O� Z M. o C �+ Oa Eu ,y QL OF: CC 0 w .Kle No. STAR-17147 2 aGIE: AS INDICATED ~ dATE: 09,01?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. PW4 Design No. V344 1021122 UL LLC BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements oovedng 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 submi ter and have been investigated by UL for compliance with applicable requirements. The published information cannot alway s address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service start provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning attemate materials and attemate 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 - ansiful 263 certified for untied states design criteria and allowable vartar ces See general information for fire resistance ratings - caNulc-s101 certified for canada design criteria and allowable variances Design No. V344 February 04, 2022 Nonbeanng Wall Rating - 2-12 Hr (Area Separation Firewall, See hems 1, 2, and 3) Bearing or Nonbeanng Wall Rating 2-12 Hr (Protected Wall, See items 4 and 5) Finish Rating - (120 or 150 min, see item 5, 5A and 5B) Indicates such products shall bear the UL or cUL Certification Mark Forjurisdictions employing the UL or cUL Certification (such as Canada), respectively. 2'0R._ Exposed to Fire from Either Side Side A Side B 1-12" Type G Drywall Laminating Screws 1-12" Type G Drywall Laminating Screws Exposed to Fire from Either Side Exposed to Fire from Either Side AREA SEPARATION FIREWALL - (Max Height-66 ft) 1. Perimeter and intermediate Channels - 2 in. wide channel shaped with mom 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 1-3/8 in. 3. Gypsum Board' - Four pieces of 12 in. thick gypsum boards, supplied in nom 48 in. widths, full lengths. Vertical edges of panels friction fined into "H'- shaped studs. AMERICAN GYPSUM CO -Type EKCEL PROTECTED WALL: (Bearing or Nonbeanng Wall, as indicated in items 4 and 5. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Wood Studs - Bearing or Nonbearing Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. face parallel or perpendicular to gypsum board (Item No. 3). Studs cross -braced where necessary for Gip attachment Min 314 in. separation between mod framing and area separation firewall. 4A. Steel Shads - (As an attemate to Item 4, not shown) - For Bearing Wall - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel a min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cod -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 and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long Type S-12 steel screws on both sides of studs or by welted or boiled connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0,033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross -braced with stud. Min 3/4 in. separation between steel framing and area separation wall. 413. Steel Studs - (As an attemate to items 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from min. 25 MSG corrosion -protected steel, min. 3-12 in. wide, min 1-1/4 in. flanges and 1/4 in. retum, spaced a max of 24 in. OC. Studs to be cut 318 in. to 314 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud sae, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC. max. Studs cross -braced with stud framing at mid -height where necessary for clip attachment Min 314 in. separation between steel framing and area separation wall. 4C. Framing Members• - Steel Studs - (As an attemate to Item 4, 4A, and 4B) - For Nonbeanng Wall. Proprietary channel shaped studs, 3-5/8 in. wide spaced a max of 24 in. OC. Studs supplied with proprietary top and bottom tracks, min width to accommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be cut 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 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. CALIFORNIA EXPANDED METAL PRODUCTS CO - Vipe25 TM CLARKOIETRICH BUILDING SYSTEMS -CD ProTRAK CRACO MFG INC - SmaRStud25 Tit IMPERIAL MANUFACTURING GROUP - Vipe25 TM MARIONIWARE, DIV OF WARE INDUSTRIES INC - Vipe25 TM STUDCO DUILDING SYSTEMS -CROCSTUD S. 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. log 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 lbs/R2, Finish Rating is 120 min. When minimum board weight is 1.3 Ibs/R2 agreater. Finish Rating is 150 min. 5A. Plywood Sheathing ce OSB - (Not Shown) - As an alternate to Item 5, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs, horizontal joints shall be butted tight to 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. 513. Batts and Blankets • - As an alternate to Items 5. Glass fiber or mineral wool insulation, min. 3-12 in. thkK placed to completely fill the wood or steel stud cavities. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. Min 3/4 in. separation between insulation and area separation wall. Finish Rating is 120 min. When used in addition to Item 5 Finish Rating is 150 minutes. 5C. Loose Fill material • - (Optional) - To be used in addition to Items 5, 5A or 5B. any loose fill material bearing the UL Classification Marking for Surface Bunting Characteristics, placed to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product. Min 314 in. separation between insulation and area separation wall. 5D. Fiber, Sprayed' - (Optional) - To be used in addition to Items 5, SA to 58- The spray applied cellulose fiber is applied with water to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product with nominal dry density of 2.7 lb, 3. Aftemate Application Method: the fiber is applied without water or adhesive at a nominal dry density of 3.5 lb, 3, in accordance with the application instructions supplied with the product. Min 3/4 in. separation between insulation and area separation. U S GREENFIBER L L C - SANCTURAY, FRM, INS735, NS745 AND INS75OLD for use with wet or dry application. iN55151LD, INS541LD, INS510LD, INS765LD AND INS773LO are to be used for dry application only. 6. Aluminum Clips - Aluminum angle, min. 0.063 in. thick, min 2 in, vide with min 2 in. and 2-1/4 in. legs or min. 0.050 in. thick min. 2 in, wide with min 2 in. and 2-12 in, legs. Clips secured with min. No. S. 3/4 in. long panhead sharp screws to'H'studs and wood framing through holes provided in dip. 23 ft. Height Clip placement (Item 6) for separation firewalls up to 23 ft. high. Start at roof line and space clips 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 R 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 R below space the clips 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 both sides of wall in between the H studs. on both sides of the wall rows spaced 24 in. OC with a maximum dimension of 12 in. from the top and bottom C-channels of the assembly. On one side of the wall each row contains 2 screws located 12 in. from each face of the Hstuds. On the other side of the wall each now 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 3m. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. studs with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. maximum on non -bearing wall partition intersection per stud cavity. Non -bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. 9. Culking and Sealants- - (Optional - Intended for use as an air barrier - Not evaluated as fire blocking) - A bead of sealant applied around the partition perimeter in the 314 in, air space between wood framing (Item 4) and gypsum board panels (hem 3) to create an air barner. DUPONT DE NEMOURS, INC. - Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro Window & Door ICP ADHESIVES & SEALANTS INC - Handi-Foam Fireblock, Handi-Foam Fireblock West, and Fast Foam Fimbimk Indicates such products shall bar the UL or cUL Certification Mark for jurisdictions employing the UL w cUL Certification (such as Canada), respectively. Last Updated on 2022-02-04 Tire alMwmnce W a ,o h,ya name «p+oEwt In rots Eabbaae Ewe ml In own aae«e Umt poaucta w IaMM1eE love Keen mamxay, to w I , Id kit dn,i Seneca, OnIY mew «uEncte bearlrq tin k mark abouW be coml4erM b Le cernnm anti <w«M wrnak ULY FopowAlP SerNtt. AMaYs look f« be kYrk m Ind k a.mrxs nra re«o--of ate ms- <amameE In are OnN.e«nncatlm Wecbry sublet to are-"corlEnamrs: 1. 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N C4 (7y QP5 5 C JI W j ~O u LU J - S C Z = }a}o - MLU0 "C"': CC 0 w x1s No. STAR-17147 r SCALE: AS INDICATED 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. OODES SOWIC1S90R IAPMD JESER-282 Rafter to Top Plate shown GABLE RAFTER TO TOP PLATE SHOWN PUSS TO TOP PLATE SIMILAR Truss b Top Plate similar TRUSS SCREW TO BE INSTALLED METAL INSTALLATION INTO THE CENTER OF GUIDE TOOL THE GABLE END BOTTOM Optimal l2Y' OpSma122Yt' CHORD 10' 0' 10• 0' 30' 30 12"MIN Ra/fer or Truss ,INSTALUTION 3" mn um GUIDE dials— f.,U CHANNEL 0. DO NOT '/.lures (wNh or Splice may be in upper s lower plate INSTALL SDWC1 Y:•Ma>< ® IN HATCHED without a plate splice) Ski 1-AIPr b nWd Yrrle/ron ptl• lad (Yltluded)wlrleYlea(.rMle, and drM M 9p dtr SM W 94M. SD WC be,~ IM ft..& AREA SDWC156DO SDWC158DO SDVC15600 ebn2-WM.mr1lleali bdNeb SDWC,b 1.11.Ma hasedY ittelp a dla.W bwrin.p•rW M1eHr•Mm arpY d22S.11e IrWdon orate rep r —� 12'MIN Offset Y.'ftom OOP plate splice fora worse 1(r-W(aa•drFM 14 Olee•e blWYmalob 1. selrbYlad, f WA Nshillaillon Now 1. SbpedeOdWdemybserpetlrpbalMNWrild-1212 Plh•b 8D1ACi pld.bd my Meaneted ; SDWCI58W rrutEeTYennMOL 13/4" MAX =3-pM1MOWW SC O b Head d•ebW1flY l rerIll&* rillH cDMM 2Rd—deYlmY ftir ebrdoa Nob R.rraN.dold2•brbaWmsld.M OVERHANG dortlebpfMob.V•lyrllAean••eMMdlr WrwYbY/tl HbaNaod ! merlbs. SINGLE SDWCROM TOWALL ORBEAM SINGLE SDWC ROOF TO WALL OR OPT.SDWCINSTALLATION- NOTE SDWCMIN. EDGE DISTANCE FOR SDWC INSTALLATION INSTRUCTIONS MISTALLTION BEAM INSTALLATION RANGE TRUSS/RAFTER SLOPED -ROOF RAFTERS MAYBE SLOPED UP TO AND TOP (ROOF TO WALL) w � ^� •• SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION ( t a� SBXaYE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE L 2 1 OPT. SDWC BISTALUTION TRUSSIRAFIHi OFFSET FROM SRO L 2a OPT. SDWC INSTALLATION RANGE INCLUDING A 12:12 PITCH AND MUST BE CUT. ! 3 1 SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE (-4 SDWC WAUAT10N INSTRUCTIONS (ROOF TO WALL) j N.T.S. N.T.S. N.T.S. 3"=i,(r N.T.S. N.T. ) DOUBLE SDWC INSTALL- CONFIGURATION A DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. SDWC15600 at singWdoubls bolbm platsover wood Iloor Bottom plate (Wdi. face d abd) Subfloor RIM joist / Bbddm SDWC15600 at double top plat. (Wid. face ds1W) SWK STUQTHOTT. PLATE COMECU WMWODD FLGDR NOT USED N.T.S. *�o e m JtZ' TRUSS OR RAFTER U:•4Y: (2) SDWC 15600 1rz^-r Both screws installed ±s'. DOUBLE SDWC INSTALL CONFIGURATION B 1 DOUBLE SDWC INSTALL: CONFIGURATION B �\ ( late 1 OPT' SMIINSTAUTIONTRUSSIRAFTEROFFSET FROM STUD N.T.S. N.T.S. rear MSOM (3)SO4MD"al amd2SOWCparMYdMuto (Y•d.FodSMd) No1x 8W4d8p4ePbbah— NcharYeY1MwsMbar. SDWC EDGE DISTANCE AND SPACING INFORMATION SDWC EDGE DISTANCE AND SPACING INFORMATION N.TS. CONFIGURATION B (TRUSS OFFSET WITH STUD) INSTALLROUGH TOP PLATE XINTO TRUSTHS/ RAFTER. BOTH SCREWS INSTALLED VERTICALLY 25" INTO THE CENTER OF THE TRUSSMRAFTER FROM THE UNDERSIDE OF TOP PLATE, 12• TO 1" FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3/4".1W f 3/4'31/4" fasoWC& p.SDWC �•per "H9mr1e9on Optmal 22)i• \\ YC15/FAMd1 MC1890DMa/ rmnerslra T 1 3 ty Angle R.v. OSaMY.• Mh wet Yp Pir apiltdru OWues Splpa may be orb—pYY f*— dbrgper 14•pe dale mforN saHwa Mk*—EdpaDYYr ,- oral8PI®0ia1ReplemerY SDWC SCREW TO STUD - NARROW FACE 3'=1'O• OginW 22JS' 1.• Ir 30• wR �0. 30MiC15D0 MS1dbDo•YT.PR•e (NNFaMdSld) Nam: S W bdortle YP pldaa Blown 92dbi1yatlor•I. hpmrn plats aer waod/ovaMr. SDWC STUD-TO-TOP/BOTTOM PLATES CONNECTION SDWC STUD-TO-TOP/BOTTOM PLATES CONNECTION N.T.S. Pressure treated sill SDACIS(WMSIP.I.L=U*e RNIOBIWcECadTM (MMd.Foa8lid) NcgMphbr hrbbmddmrWar~trd*. SDWC STUD -TO -SILL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION TES 11..SSTRONDARNE STRUCTURAL WOOD SCREWS FOR TRUSSIPAFTER, STO-TOPLATE, AND FLOOR-TOAOOft CONNECTIONS ARE MANUFACTURED AND TRADEMARKED SY 'SIMPSON STR(N C TTE COMPANY, NG• HOE OFFICE: SBSB W. LAS POSRAS BLVD. PIEASANTON. CA 94SIS TEL.• (800) MW99, FAX (1125) 8N7-1597.'B/.PSON STROW-TIE COMPANY. NC• IS AN 190 9001 REGISTERED COMPANY. 2 118E OF THIS PRODUCT B SUB.ECIrTOTIEAPPROJALOF THE LOCAL BUILDING DEPARTMENT. 3. THESE PRODUCT'S ARE PART OF THE OVERALL WIND UPLIFT FORCE HEStSTING SYSTEM OF THE STRUCTURE. DESIGN OF THE UM M3'S MAN WIND FORCE RESISTING MTEK NCLUDINC THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCIURETO THE GROUND, B THE RESPONSIBILITY OFTHE SPECIFIER. 4. ENGINEER OFRBOOiD 13 P6U/I7TD TO MODIFY DELLTO S FOR SPECIFIC S. THE CONTRACM 04A L VERIFY ALL DFEN310N8, CONDITIONS, ETC PRIOR TO INSTALLATION OF ANY STRONGDRNE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM F ANY DISCREPANCIES ARE FOUND. THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CZAR IFIbATION PRIOR TO CONSTPol7710N10NLY COMMON HEEL TRUSSES W/ A MN. 34W OVERHUNG CAN LOSE THESE SCREWS. RAISED HB3/TAL SEARING, ETG MUST USE COMMON. METAL TRUSS CONNECTORS PER CONNECTER SCHEDULE L INSTALLATION OF PRODUCT SIULL BE DOE N OOFORMANCETO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE TESPOISBLT' OF THE FRAMWNMGENIERAL CONTRACTOR. CONTACT BOT F NSGLLATON INSTRUCTIONS ARE NOT FOLLOWED. 7. SIMPSON STRONGITE COMPANY INC RESERVES THE RIGHT TO CHANCE SPECIFICATIONS. DESIGNS, AND MODELS WM40UT NOTICE OR LABLTY FOR SUCH CF ANGEL L ALL HARDWARE CALLED OUT B SIMPSON STRONG-TIE. 9. ES MIME 70P PLATSHALL BE FASTENEDPER DETAlLWF071802 10.CONTRACTOR MAY USE SIMPSON SDWC1S800 9(7EYY8 ONLY FOLLOWING CONFIGURATION (A) OR (B) THIS SHEET N LIEU OF SIMPSON H10A OR SIMPSON H2.5 FOR COMMON ORJAM TRUSSES WHERE UPLIFT T DOES NOT EXCEED (1195 Y.) FOR DFISP OR (1045 b)FOR SPFIFF. N.T.S. L21 J F f— UL LII M (n e••ee••ee�o "A-/// 0 ILL! • O• e Q • 0 Z i U is 0 j J Z� J� W *A o =j R V� c$ W W .0 U) z 91 M N CA + IN � C m 0 U xaz - MXz - F0-O M LU ZO S S RUNT DP >� DC CHEq(: CC w AJB No. STAR-1 T14] r a -LE: AS INDICATED N.TS. 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 NOTES 1.a 1.b 1.c SDWC/F STRUCTURAL ASSEMBLY N.T.S. IW 0 r emit 4 /L 1.8 1.b 1.0 Drive the SDWF screw vertically (90" t 2°) into the center of the upper -wall bottom plate. Once SDWF has passed through upper -wall bottom plate and floor sheathing, make sure SDWF is still vertical (90° t 2") prior to driving SDWF into lower -wall double top plate. Adjust if necessary. Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. SDWF-TUW INSTALLATION AND PRODUCT INFORMATION N.T.S. 1. STRONG-DRNE STRUCTURAL WOOD SCREWS FOR TRUSS/RAFTER, STUD -TO -PLATE, AND FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY"SIMPSON STRONG -TIE COMPANY, INC." HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL, (OW) 999.WW, FAX (925) $47-1597.'SIMPSON STRONG -TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. a CODES: SDWF. Kr ES ESR3046 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE � or+e�. W 15.• myµ ICC£S �-= E STRUCTURDESIGN OF THE BUILDINGS MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY tw"Pko -Owl OF THE SPECIMER. 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. UPPa00 gluon 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY STRONG -DRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. n!f 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER 7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, 9babg or AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 8 ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. SDWF model number per deli 6 4 rrt- Lowerwaltopphlespiceshawn End VAlarm Note: Skids, flow foist, blocking and stud"Isles comedians rat shown for clarity. TYPICAL SDWF-TUW INSTALLATION N.T.S. Note: Skud4o-plate connections are 1•Maanm vied to complete the toed path and are not shown for clarity. Studs, Post and bk per Designer Double SDWF shown (Single SDWF-TUW seniar) SIX TO CONMNTRATM LOAD RESTRAINT AT OWNl1()l1S WALL N.T.S. 2. Slide the TUW (provided) over the SDWF screw head and center using locator tab as a reference. Orient locator tab so that R points toward the outside of the wall. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2Y2" Simpson Strong -Tie Strong -Drive SD screws (provided). _­ I � 11 OFFSErFROM VHirIl71L7A W SINGLE BOTTOM PLATE SHOWN Model No Allowable Joist Depth Below (in.) Single It. Plate I Double Bott. Plate Min. I Max. Min. Max. SDWF2716-TUW 8-1/2 10-1/2 6-7/8 9 SDWF2720-TUW 12-1/2 14-1/2 10-7/8 13 SDWF2724-TUW 16-1/2 18-1/2 14-7/8 17 SDWF2726-TUW 18-1/2 20-1/2 16-7/8 19 1. Joist depth listed based on the s/i sublloor and 3" of thread pertekation adD double top plates. 2. See L-FSDWFALTHT WW for 11 Y4,11 �/a , and 16"joicl depths. SDWF ANGLE LIMB INSTALLATION tL ALLOWABf E AT. DEPTH N.T.S. Note: Stud -to -plate Connections ale Iegl$et complete the bad palh >: are not shown for daft. Double SDWF shoa (Single SDWF-TUW Ip SDWF-TUW CONCENTRATED LOAD RESTRAINT AT CORNER 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrivel z 0 0 z s w e a� SDWF-TUW 3 " U.S. PATENT 8,276,323 0 The Strong -Drive SDWF is sold as a kit that o includes: IT OUT,% W VIEW ALL H (25) SDWF wood screwsIDP (25) TUW take-up washers y (100) #9 x 2Y2" Strong -Drive SO 5. Check to ensure the proper engagement of the structural -connector screws TUW tabs to the SDWF screw shank using the • stie hex driver bit screw depth guide (provided). The measured gap • Y.• hex driver bit shall be no greater than 9/32" and no less to s/32" Screw depth guide to ensure proper SDWF a engagement with TUW 'z 0 it . %%J11111111 W� Les J H- z W 0 LL Z �T 822 R U) IL fd o° f 9 M LIP C w Of ZZp Z OD 7 0 M- EC J 1- a 0 p u Lu X = Q Z w =a0 t,�z - w W ] X Z WIx_Ja) IL 00 U).6 • y o_ S smuciursu END: TN � sTrtucr: or a a cNE«: cc STAR-mn i SCRLE: AS INDICATED w DAre: r»ro,rzs SDWF COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x WALL FRAMING PER PLAN OR SOLID L PANEL SPLICE W/ COLUMN AT PANEL SPLICE LOCATIONS MAX NB' GAP BETWEEN PANELS COLUMN PLIES NAILED PER WF08/SD2 �— NAILING PER WALL SHEATHING VF10BD4 AND NAILING PER PLAN VERTICAL PANEL SPLICE DETAIL ALONG WALI Qw i m0G WALL SHEATHING PER WF10/SD4 (2) ROWS 0.148'x 3' NAILS @ 3- O.C. PANEL TO PANEL (1) ROWS 0.148'x 3' — NAILS @ 3- O.C. EACH 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 NOT TO CROSS NAIL WALL SHEATHING PER WFIO/SD4 I (2) ROWS 0.148N 3' TOP PLATE NAILING NAILS ® 3' O.C. SPLICE LOCATIONS PANEL TO PANEL PER WF07/SD2 WALL SHEATHING WALL SHEATHING PER SHALL RUN CONT. yyF10/SD4 WALLSHEATHING WALL SHEATHING PER FROM EACH WALL \\\\�� SWILL RUN CONT. WF10/SD4 FACE TO CORNER. (1) ROWS 0.148'x 3' FROM EACH WALL MAX. 1/8" GAP NAILS @ W O.C. EACH FACE TO CORNER. (2) ROWS 0.148'x 3' BETWEEN SHEATHING FACED F CORNERAS MAX. i/8' GAP NAILS Q 3" O.C. EACH DRAWN. ALTERNATE BETWEEN SHEATHING FACE OF CORNER AS ROWS AS REQUIRED DRAWN. ALTERNATE NOT TO CROSS NAIL ROWS AS REQUIRED NOT TO CROSS NAIL NOT USED VERTICAL PANEL SPLICE DETAIL VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. ms 1O � INSTALLE[ . n PER WFUT v- ^. m INSTALL FIELD INSTALLED TOP PLATE (2) 0A48' x 3' @ T O.C. PER WF07/SD2 m 48' PAST SPLICE 8 EACH WAY A \j MAX. A WALSHALL RUNG LNG SHALL RUN CONT. FROM EACH WALL FACE TO CORNER. B B INSTALL FIELD MAX. 1/e' GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WF07/SD2 VPO TOP PLATE DETAIL AT CORNER N.T.S. NOT USED SECTION A -A INSTALL FIELD INSTALLED TOP PLATE PER WF07/SD2 (2) 0.148' x 3' NAILS (2) 0.148' x 3' NAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD @ CORNER STUD @ CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING I ' ' I NOTE: SHEATHING NOT SHOWN IL'LVI,'�IL NOT SHOWN SECTION B-B HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION Has (2)2c6 82 SYP H4x6 3.5S15.4' AFP 1.8E SHORT SPAN HEADER Has (2)218 02 SYP H4x6 3.5155 AFP 1.8E SHORT SPAN HEADER 1i200 (2)2x10#2 SYP H4x10 3.559.5' AFP I BE SHORT SPAN HEADER H2112 (2)2x12#2 SYP H4x 10 3.5-W.5' AFP I.6E SHORT SPAN HEADER 1. WHERE SYP M2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.6E SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. Z AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 1600000 psi, FB = 15W 0. FV = 175 Psi, FC.PERP = 650 Psi. 3. AFP 1.6 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES & CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. C TOP R SPLICE r/. PANEL SPLICE W/ MAX W GAP 1'-T MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE (2) 0.14('x 3' NAILS EITHER SIDE OF PANEL SPLICE 21 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/ 12) 0.148SI 3- NAILS @ 8- O.C. (FOLLOW NAILING REOUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE 2x TOP4lATE PER PLAN (TVP) OA P•• 00 11L,i i Gi (, • i cc) Y� ATTACH ALL STUDSi... I!1 u TOP AND BOTTOM (3)0.148'x 3-1WNA (TOE OR END NAILE9► Q 0 Q U O • F 7 LC p LL O Z o QF ,0 'a w" = LL. J J_ w N Q �o >n I� Q L w �= > LLW � o� o� J t§ i p LU W IQ N z C z 01 zF- og J F'- EI Lu � n 0 ' o m J g =aZ - W =a0 - M X z aW 0�LU0 N-1 QJyy OM Nm1- • CL i ', p sTRUCIIMAL ENG: TH yj DRAFTING: u STRUT: DP a: OD LHECK: CC O w J08lb. STAR-171/7 i sDAIE: AS INDICATED w DATE: 0&D1lY3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. MIN.(3)2x SYP#2 - STUDS READ @ END OF LANDING W/ MIN. (6) 0.162" x 3-10 NAILS FROM (2)202 SYP#2 HEADER TO BUILT-UP STUD COLUMN STANDARD(3)2x12 - SYP#2STRINGERS YW $IMPSON A35 / A34 'LIP TO FLOOR SYSTEM & LANDING FRAMING (2) 2xl2 SYP#2 BEAM PER SCHEDULE RED'D @ END OF LANDING FOR STRINGERS TO DONNECTTO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMNS BELOW OR ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW C MIN. (3) 2x SYP #2 STUDS W/ I .( END OF LANDING W/ MIN. (6) 0.767 x 32 1 NAILS FROM (2)2K12 SVP#2 HEADER TO BUILT UP STUD COLUMN OPTIONAL (29.12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2IHUC210.2 W/ (18) 0.167 x 312 NAILE TO LEDGER/SUPPORT AND (10)DA 48" x 3' NAILS TO (2)202 SYP#2 HEADER. MASONRY: HU210-20Huc210-2 W/ (18) 1/4'k9-1/4' TAPCONS TO CMU AND (10) 0.148" x 3' NAILS TO (232.12 SYP#2 HEADER STANDARD (3) 2X12 - SYP #2 STRINGERS W/ $IMPSON A34 / A35 CUP TO FLOOR SYSTEM & LANDING MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.149' x 3' TOENAILS EACH END SEE TABLE FOR MAX. I, WIDTH OF LANDING 90 DEGREE TURN LANDING I. _..__. SEE PLAN FOR DEPTH_ _. L STANDARD (3) 2X72 STRINGERS W# SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN 6' MIN. LINE WITH MIDDLE NI STRINGER BE UTILIZED AS BLOCKING G MIN. 26 SYP#2 JOISTS @ LANDING @ 16-O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE tl i 10 MIN. MIN, 1,8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER./ (3) ,O 0.167 x 3-12" NAILS @ 16' O.C. MAX. TO EACH STUD. (2) 1 /4' x 31/4' TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) STAIR WINDER DETAIL /-- 314PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.149' x 3' TOENAILS EACH END - SEE PLAN FOR MASONRY WALL OR WOOD WALL FRAMING (2) 2x12 SYP#2 BEAM PER \� MIN. CH2�8 NG TO MASONRY IF ATTACHING CONT. L MASONRY SCHEDULE REQ'D IN END OF MIN. ND NG 0 JOISTS WALL)3-1/2LEDGER w/ (3) LANDING FOR STRINGERS TO @LANDING @ 16"O.C. 0.167 x 312' 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 1/4-.3-1/4- @ 16' 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 WOM OF LANDING 3/4" O.S.B. W/0.131k2-12 NAILS @ 3- O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA STRINGER TO LANDING 2x ATTACHED TO - STRINGER 2X12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35CONNECTION 2x8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (6)114'13-1/4' EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-12 A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH A ST01 GENERAL LANDING $ STAIR FRAMING INFO wALE--3w"'-w (2) 2z12 SYP#2 BEAM PER SCHEDULE @ END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEARDIRECTLY ON BUILT UP COLUMN BELOW MIN. (3) 214 SYP 92 COLUMN 2x P.T. BOTTOM PLATE PLYWOOD SHEATHING OVER LANDING MIN. DXB SYP#2 JOIST ATTACHED PER LEDGER (P.T. IF GENERAL FLOOR ATTACHING TO CONSTRUCTION MASONRY WALL) NOTES BEAM @ END OF 16" O.C. LANDING PER SCHEDULE OPTIONAL (2)2X12 SYP#2 ATTACHMENT TO CMUAEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HUC210-2 Wl (18) 0,1 fi7 x 31fr NAILS TO LEDGERISUPPORT AND (10) SIMPSON A35 0.148' z 3' NAILS TO (2)202 CONNECTIONS SYP#2 HEADER MASONRY: HU210-21HUC210-2 W/ (18) MASONRY WALL OR 114X1-114' TAPCONS TO CMU FRAME WALL BEYOND AND (10) 0.148' z 3' NAILS TO (2)2x12 SYP#2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET IN 2.4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) 0.148' x 3-1/4' NAILS @ 16- O.C. (3) 0.162" x 3-12 TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT A INFORMATION. 2X JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 0.162' X 3-12 NAILS @ 16' O.C. MAX. TO EACH STUD. ((2) IW x31/4- TAPCONS @ Is- O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2X JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2X8 91-0' NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINNUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THEOUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BFAL7. NAIL (2)PLY SEAM TOGETHER USING (3) 0.148' x 311C NAILS AT W O.C. 3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO 2.4 02 SPF STUDS @ SEE ARCH PLAN �3-Y-y- I ' STUDS W/ (2) 0.162 x 312 3}• 2x4 CONT. TOP PLATE 21 O.C. MAK 4'-0" ABOVE FLOOR TOENAILS (ATTACH TOP PLATE TO 2x4 #2 SPF STUDS @ 24' STUDS W/ (2) 0167 x 31(7 it X X O.C. W/ (2) 0.148"x 31N' TOENAILS 2x6 VERTICAL @ 6'47 NOTCH SILL PLATE I TOE -NAILS BOTTOM O.C. MIN. AND @ ANY FOR VERTICAL 2X4 SILL PLATE w/ (2) I NOTCH SILL AND 21412 SPF STUDS @ 24" OPENING. W11N 0.148" X 3" NAILS I' PLYWOOD FLOORING O.C. EVERY OTHER HANDRAIL KNEEWALL O.C. NOTCHED 2x6 ( l TO ALLOW VERTICAL STUD BE ATTACHED 2, L-BRACE W/0.148' z VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR IS 70I-JOIST BELOW 3.1/4'NAILS@4'O.C. FACE OF (JOIST SHEATHING TO (OTHERWISE ATTACH ACCOMMODATE2. W/(2)0.748'x31W ATTACH 2x6 VERTICAL TOE -NAILS @ BOTTOM) 216 VERTICAL AND TO (JOIST VW (3) Y' x 3' L-BRACE @ 6'4' O.C. & SDS WOOD SCREWS 2X4 SILL PLATE W/ (2) SECTION X-X @ ANY OPENING EQUALLY 0.167 x 312 TOE -NAILS 2X4 CONT. TOP PLATE ATTACH TOP PLATE TO }!' I I -4-. •F SPACED/CENTERED IN (JOIST TO OUTSIDE �B s EA. CONT. BRACE & 0.148' x 3" NAILS @ 4"O.C. TO STUDS W/ (2) 0.162" x 3-12 FACE OF JOIST FLOOR SHEATHING TOE -NAILS 2X4 #2 SPF STUDS @ 24' DOUBLE I JOIST PARALLEL TO FLOOR ATTACH 2X1 TO HOIST O.C. W/(2) 0.149"x 3-1/4" x.Ts. WI(2)Y•X3-SDS TOE -NAILS BOTTOM 3}' SCREWS EQUALLY SLICE CUT PLYWOOD 2X4 CONT. TOP PLATE SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO }� SEE ARCH PLAN IN IJOIST STUDS W/ (2) 0.162' x 312 MAX. 4'-0' ABOVE FLOOR 2.4#2 SPF SILL PLATE TOE -NAILS x ) x 8' WIDE WEB STIFFENER @ 48" O.C. W/(2) 0.148' X 3" NAILS 04.O.C. 2X4 02 SPF STUDS @ 24" O.C. W/(2) 0.148"x 31/4' I PERPENDICULAR TO FLOOR 2X4 SILL PLATE W/(2) (@ EA. BRACE) w/ (2) ROWS OF 0A48`.X TOE -NAILS BOTTOM I 0.148" x 3" NAILS @ 4" NAILS @ 3' O.C. NOTE: ) O.C. (NOTCHED @ 2X6 STIFFNER TO BE (2) SIMPSON LSTA24 STRAP (1 EA. SIDE OF NOTCH SILL AND VERTICAL LOCATIONS). FLUSH W OUTSIDE OF STUD) EVERY 48' O.C. PLYWOOD FLOORING TO ALLOW VERTICAL BOTTOM CHORD FLOOR BEAM CONDITION TO SLIDE WN TO FLOOR BEAM SEE FACE OF IDO 5T PLAN 2X6 VERTICAL AND ATTACH 2z6 VERTICAL L-BRACE @ 6'-0" O.C. & TO WOIST W/(3)Y' x3" @ANV OPENING ST02 SECTION HANDRAIL W/ EQUALLLOD SCREWS • IJOIST SEE PLAN FLOOR BEAM CONN. CENTERED WoISTTOOUTSIDE IN SCALE SW -1'L' 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 - 2X6 #2 SPF JOISTS @ 12" O.G. W/ (3) 0.162' x 312 END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST04 ELEVATOR TEMP. FLOOR FLOOR SYSTEM PARTY W4SEE CONTRACTOR TO ELEVATO CONSTRUCT PANELS PLAN TO SLIDE INTO THE ELEVATOR SHAFT SHEATHING) MIN. 7/i6' SHEATHING W/ THRU DOOR OPENING, 1 3 2 WIDTHS MAY VARY. RSRS-01 ( PANELS 1 AND 2 TO BE RING SHANK NAILS @6' INSTALLED AND O.C. ON EDGE AND 17 SHIFTED OUT TO O.C. IN FIELD ALLOW FOR PANEL 3 ATTACH PLATFORM TO (WHICH IS LONGER) TO BE INSTALLED LAST LEDGER VW 1W X 312 SIDS SCREWS @ 17 PLATFORM LAYOUT ANOWILLAID LOCKING EVERYTHING O.C. ON ANGLE TYP. TOGETHER. MID SPAN BLOCKING W/(2) 0.148' x 31/4' TOENAILS 2X6 #2LEDG 372 SDS SCREWS @ z 2X6 #2 SPF RIM BOARD 16' O.C. MAX INTO STUDS OR FLOOR W/ (3) 0.167 x 312NAILS SYSTEM TYP. EACH g INTO JOISTS END UNDER n PLATFORM `..., _ 2X6 #2 SPF @ 17 O.C. SCALE 3W-1.4P MIN7/16'FLOOR PLATFORM DETAIL SHEATHING MIN.7/18" SHEATHING W/ RSRS-01(0.131N2-M-) PARTYWALLOR RING SHANK NAILS @ 6- ELEVATOR WALL SEE O.C. ON EDGE AND 17 PLAN O.C. IN FIELD 2X6 #2 SPF CONT. - LEDGER VW (2)1/4' X 312 SDS SCREWS @ RIMBOARD I W O.C. MAX INTO STUDS OR FLOOR 2X6 #2 SPF JOISTS @ 12' SYSTEM TYP. EACH O.C. W/ (3) 0. 167 x 312 END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION (ST05 ELEVATOR TEMP. FLOOR SCALE:3W • 1'-T ATTACH PLATFORM TO LEDGER W/ 1/4' X 3-12 SIDS SCREWS @ 17 O.C. ON ANGLE TYP. MIN 7/16' FLOOR PLATFORM DETAIL SHEATHING MID SPAN BLOCKING W/ (2) 0.148" x 3-IW TOENAILS 2X6 02 SPF RIM BOARD W/13)0.167x 312 NAILS INTO JOISTS 2X6 #2 SPF @ 12.O.C. O ' pis �• •�•� �,�' •��• • N � 0 J ."`. j:S CIO v Z � o O_ WJ �Z ~ (n z U) LJ r- LL 1- 4- Zn gF_ W W C. o1 Z Vz O� L LJ `Ta S i Q� �€ oI STRUCTURAL ENS: TH K QC CHECK: CC O w JDB No. STAR-1 ]td] i SCALE: AS INDICATED w DATE: OB/0123 Q 0 ST1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.