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HomeMy WebLinkAboutDaerr Ridge St (2)W INDEX GENERAL NOTES: LOT 1 - PULSAR 'NR' 9 - PLEX BUILDING - A PLAN 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPA IES SHALL BE REPORTED TO THE BUILDER FOR FL o.L10 FL 1.11 SLAB N FLOOR PLAN Tr A 0.1.1 sue PERIMETER PLANaPLEx A 0.12 SLAB PERIMETER PLAN 9•PLEX JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIB ITY FOR ERRORS THAT ARE NOT REPORTED TO FL 1.11.1 FLOOR PLAN OPTIONS A 1.1 FIRST FLOOR PLAN 9-0LEX THE BUILDER. FL4.11 SECTIONS A 1.1.1 FIRST FLOOR PLAN 94 EX 2, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE. AND LOCAL CODES, REGdJLATIONS, AND FHAIVA MPS. FL 5.11 FL 618.70 ELEVATIONS -If ROOF PLAN A 2.1 SECOND FLOOR PLAN 9•PLEX 3. A 2.1.1 SECOND FLOOR PLAN 9•PLEX ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. - FL 6r1 UTILITY PUNS •N' A 5A 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 A 5.1.1 ELEVATIONS 94?LE1( ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. LOT 2 - PULSAR 'LR' As.+.2 ELEVATIONS9-PLEX 5., CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. FL0.1.8 SLAB PLAN'V A5.+.3 ELEVATIONS9•PLEX A 5.1.4 ELEVATIONS 94n.Ex 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL. REINFORCE AS. PER CODE. FL 1.9 FLOOR PUN V A5.1. 5 ROOF PUN 944" 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 PUN OPTIONS - A 5.1.6 ROOF PUN 9-PLEX WHERE APPLICABLE. FL 5.8 SECTIONS ONS DETAIL SHEETS 8• ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A FL5.13.e ROOF PLAN •L• WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. F L 69 UTI P UTY LANS'L' D-i DETAILS. 9. 1 STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL LOT 3 - PULSAR 'KR' o-z DETAILS D-3 DETAILS AND SAFE STRUCTURE. D•4 DETAILS 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.qR. -7TH EDITION (2020) RESIDENTIAL AND FL 0.1.7 .SLAB PLANW Da DETAILS STM C 1063. ALL LATH -AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 111/2 INCH 11 GAUG AILS HAVING A 7/16 INCH FL 18 FLOOR PUNK HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKN OF TEXTURED H OVER FRAME F�ae t sEcTIOLOOR Ns N APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO.26 GALVANIZED SHEET FL 5.6 ELEVATIONS 1c GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-12 INCHES SHALL BE PROVIDED FL5.13.7 ROOF PLAN IC AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHAALLLL BE PLACED A -MINIMUM OF 4INCHES ABOVE FL 6.8 UTILITY PUNS IC THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUI<CO`APPLICATION AND CURING PER LOT 4 - PULSAR U' 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 SUB PLANT SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. FL L7 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 1.71 FL 4.7 FLOOR PUN OPTIONS O SECTIONS 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. - FL 5.7 ELEVATIONS •r 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 613.6 ROOF PLAN •.r MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. -- _ FL 6.7 UTIUTY PLANSr 14. ASPHALT SHINGLES (IF APPLICABLE): LOT 5 - 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 FLORA SLABPLAN'M' UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING FL 1.10 FLOOR PLANM WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE It OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FL 1.10.1 FL.Lto FLOOR PLAN OPTIONS SECTIONS FROM FOUR UNITS. VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERI-AYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE FL 5.10 ELEVATIONS V IV OR ASTM D 67571S REQUIRED IN ACCORDANCE WITH SECTION R905.11. FL 5.13.9 ROOF PLAN'M' 15. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL FL 6.10 UTILITY PUNS'M' RELATED SUB SECTIONS. LOT 6 - 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 SUB RUIN EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR 1.1 FL 11 N FLOOR PLAN'O THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, L 4.1 1 FLOOR EC ONS N oPnor4s TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR FL 5.1 ELEVATIONS•A - TELEVISION., RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS FL 5.13 ROOF PLAN A' OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE FL 6.1 UTILITY PLANS MANNER. LOT 7 - 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 sue PLAN' DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. 1,10 FL 11FL 1 10 R FLOOR PLAN'W OR 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 4.101 SECTTIONS N 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 ELEVAnONS'M OR A LENGTH -TO -WIDTH RATIO OF 2 12 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE FL 5./3.9 ROOF PUN'M' EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDEfi'_D AS CONTROL JOINTS. FL 6.10 UTILITY PIANS'M' 19. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS: AT ALL CHANGES IN ROOF SLOPE OR LOT 8 - 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 OAA SLAB PLAN'Er OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FL 1.2 FL J." FLOOR PLANS' FLOOR PUN OPTIONS FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. FL 4.2 SECTIONS 20. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION FL 5.z ELEVATIONS V INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FL .13.1 ROOF 21. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT 6 FL.2 UTILITY PLANS THE TIME OF APPLICATION FOR PERMIT. LOT 9 - PULSAR 'O' MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL FLo 1 11 SLAB PLAN SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CON rROL SIDE TO SERVICE AN APPLIANCE. FL 1 12 FL 1.12.1 FLOOR PLAN ICYWORKING 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 FL4.12 SECTIONS - GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FL 5.12 N'C' 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 ROOF PLAN ROOF vPLANS UTILITrPUNS'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. rL �I to (•` TY 0 N 1� 0 llll n ♦ -PLE��� 9 0 ��°NA t A LOTS 1-9 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME AREA FIRST FLOOR 1588 SF FIRST FLOOR 5469 SF SECOND FLOOR 796 SF SECOND FLOOR 17343 SF HEATED 1386 SF HEATED 12812 SF GARAGE 228 SF GARAGE 1991 SF PORCH 32 SF PORCH 281 SF PATIO /COV. PORCH 180 SF PATIO/GOV. PORCH 1720 SF UNHEATED 338 SF UNHEATED 2992 SF ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF 7'EPHYRHILLS ORDINANCES Mai 23 Cl-N OF ISSUE DATE: 05.03.2022 FOR gs are the atight reaud zed renot to be Co nstrwIiDn, or copied in part or In Whole without permission from the buidor. 0 2022 Stafthl Homes LAST REVISION LAST SAVED BY: ruj W W N N a0 W C) J v Q I � I SHEET NO: T 1 T m � o LL: V C �..� U LL" U J J LL- T mn - o CU Z C) !L J C J O u- U ,- M n 0 Z U J J i cm W J i � x Q H ISSUE DATE: 05.03.2022 FOR REVIEW /lllittd/ EVISIONs: �i •• a i • • LOT 1 � • y 12 12 �5 '��' ••••.•• •. ••� fa.4.iYdB ChB a MT 5 / dare not to be ROOF TRUSSES PER / // ' j /III 11 to construcibn, a copied in part or in whole STRUCTURAL ENCiiNEER without permission from the builder. 0 2022 Stafthl Homes FLOOR PL. M. _ LAST REVISION tVl — — — — — — _ BED 2 OWNER'S BED a °° LAST SAVED BY: 2ND FLOOR FJ-FUL v — — — — — FLW]R PL M. — 1STFL— .fL — �.....__. • 2 ENTRY _.._.,. a. O. U � o � U o 1E]EI MAINTAIN 101111 FAMILY RM 17RQ0'-713W � , e'-e' HEIGHT AT FROM OF WATER CLOSET BUILDING SECTION 1N' a O N i/4 = V AT 22'X34' LAYOUT 1B' =1'-0' AT 11' X 17' LAYOUT V� I SHEET HO: FL 4.11 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 S'SOLDIER COURSE E5 ROWLOCK COURSEE7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED EI CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5104 CORNER TRMt BOARDS EIS FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16-D.C. (VINYL BOARD AND BATTEN SIDING) IS 11X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOOONINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN W ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 77 ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL em-ainfLOOFt Pi- n YofXa.1LT — - — 13 GOfi-RN.Fut _ 12 .. . ......... ...... .. .. .... .. .... . -------- - -- r, LEFT ELEVATION 'N' i/4' =1'-0' AT 22•ICi4' LAYOUT 1B" . V-0' AT 11' X 17' LAYOUT 1 A 1STFLPQ Eulku --�-- FRONT ELEVATION 'N' 01/4'. 1'-0' AT 22•X34" LAYOUT W - 1'-S' AT 11• X 17' LAYOUT LOT 1 VA 1ST ELOOf T&WM q�—lu ELo REAR ELEVATION 'N' 1/4' = 1'-T AT 22•X34• LAYOUT 1/S' . V-T AT I I* X 1T LAYOUT toill III x cm W J i O = I Q fl— ISSUE DATE: 05.03.2022 FOR fku. REVIEW }°( are not to be I Consfi)ction, or ior 'm part or in whole witlW permission from tha (wider. 0 2022 Stwiiphi Homes LAST REVISION LAST SAVED BY: a 0 T Z N J � a0 a W �a SHEET NO: FL 5.11 x CD +- w ..... , O x= LOT 1 PATIO I w pISSUE D TE: FOR WP/GFI wArl He / A/C cONp. A� wPGR _ .._. - _._..__..\ —.. -- REVIEW REVISIONS: WIC cc 8.1'CLG ® •` FAMILY RM OW N E R'S BED TV " LL: ...... TV AN AS \ REQUIRED PER O� '�A STATE AAD ' \ These drawings are the of Slarlight a \ ;1 CI.G. .� LOCAL BUILDING n W \ \ g b _ o }¢' t - - Y e g w $� - T t . _ \ -:.. ® \_ I •� r' � ®/ _-`•`_. DISHWASHER DISPOSAL MICROWAVE FII i�, KITCHEN I ,-(��" `� L �'Ci1�" property IIOIIIBS and are not to be utilized for construction, or copied in part or in whole wiilhout pemMssion from the builder. ti 2022 Horn S qq 4 F i �� ERVICE SPANIEL GFIl o �I — .. J s ' _ —' —--'t ®i) o n REC. PUMA TO LIGHT/ n IF RE° L -SWITCH -- . LAST REVISION LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS TO ABOVE - 1ATER HEATER SERVICEPAWL LEBELOW�I SIZE AND LOCATION ON IOHT IN _L...IGHT/ _ GARAGE FIE PCISELAND LOCAL CODES/ _. • ,m.-.,... ..._�. —.—. �i' r"'---sit'„,„„.11 .,._. ELECTRIC METER I r KEYLESS y�' / \. ENTRY TELEPHONE/ TELEVISION Box BED 3 YA /ENNG\ •• ., e'-1•'LG. w ® ® \ '\ BE© 2 I /GFI DOOR\ I - c OPENER AORCH x 2 s .------------' -r a HB Ii O SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND rN' NOTE:EXTERIORWBC .P. OUTLET REQUIRED NEAR ACONDENSER (NOT SHOWN) rNr � J OVER BATH CABINETS OVER KITCHEN CABINETS n FLOOR PLAN� FIRST FLOOR PLAN �( 114" 1' 0' AT 22 Z LAYOUT -1'A' AT 11' X 1T LAYOUT 1{AT 2;)M: LAYOUT 1'-T 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 CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 oir xa>�1 SIw°`� "�"11�P0°F°R01P1�O1"�T �• cEtw Mw.wrwwr unExExr CE111f3fiW L�twrFan� � (FnovoEAOEalMTE81iPON9 - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FANAIGHTS IN wET/DAMP LOCATIONS SHALL BE LABLED *SUITABLE FOR WET OR DAMP LOCATIONS.' # vq cnouosAuticnunsxlEmslEa pAE%WTIEi �/�_ nova�lolal>eTEclan rY wui ww1®rcuaEscert ® �� M- LIYRFK1U11E Cdf�IECIWw/MTiH1Y - - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE „ N IWIFiV//IfG®d1NFXOU11Ef - AE�>i9EUItlCASCEHflIGllfiifTl� COYOElE+:1un RAovE.aEOUNrE B1lPP7rtq on ceuxo WoinlEotmlatluFE " ��� CONTAACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT * m' a1D VOLT O11M1Ef ® rvN•vllranI r CaMEC1EDw�B�T1ERv - PROVIDE AND INSTALL LOCALLY CERTIFIED SMIOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. aArawn Q muu IWI(VEWMEK18v 4 '—® s+mFtrwrtH viuve (NFPA) - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF) AS REQUIRED BY NATIONAL ELECTRICAL O o TAT CODE (NEC) AND MEETING THE RE°IAREMENTSOF ALL GOVERNING CODES - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP&GUTOFFS t NErrtTOEIc RKR © ,g - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATKNS. - to TMgEasuv averww rwAlEA meour a EL MIC WMR ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, NC UNITS, ELECTRICAL PANELS, SANITARY SUALP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWATCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S t i d - FO�'�Y °v"1� ® FwoNEece.ruwrrxruf v Eil:cmc vwiEt -� SHEET NO: A Ea Nuesreleu w�u amacE i urcaaEeTswITCH - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE - FL 6.11 HARDWARED. INTERCONNECTED AND PROVIDE BATTERY BACKUP. WALL LEGEND FULL HEIGHT FI I L HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED - FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGEMOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1PZ GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5Mi TYPE •X' GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3ML• SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1/2' 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 307W. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TLIBSES VYXSPSIZE TEMPEREDSAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 18 SUDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS R r WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION � ? -I 1 WIC P I r-," CLG 7 LOT 2 a.9 R II WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION WALL OF ADJACENT 1 UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 17-0' 3•-231e• e'8114' 3050 SH 3050 SH II I I • EGRESS OWNER'S BED V-1"CLG I16 0 24� I —1 4 I 8 HVAC 14 VANITY I - ' I BA 2 r 3,rr s•-rcLG � I ' 2068 Z. I KWIC �^ I 1 J � 1 � 4 4 1 I 2488 I I I 5'81/T 4.8 VT 3•-10' S'•10' � I BED 2 BED 3 81"«G ' 1 1 III PL ,�1 Iir 'EGRESS 'EGRESS ' SH 3H WALL OF ADJACENT T-10' 2' 'T T•10• WALL OF ADJACENT WALL OF, UNIT, SEE COMPOSITE 9'e 12' 1'•10 ,/T 9'-11 1/2' UNIT, SEE COMPOSITE UNIT, SEE DRAWINGS FOR DRAWINGS FOR DRAWING LOCATION 19.8' LOCATION LOCATKM 7 / 7112' SECOND FLOOR PLAN ELEV'L' 2 ' 1/4' - 1'-O' AT 22194' LAYOUT 1B' =1'-0' AT 11' X 17" LAYOUT CM J f d: I Q ISSUE DATE: `,� G • •••••..� •. 05.03.2022 FOR ' s REVIEW SIONS: eQ% Q o • �' B L d.9 • f• � ! Q R PATIO R ,9-0 1/2' Iw-0' 94 UC I I A/C I r II BOBS .GD. 305o SH 3050 11 III SEE OPT. ATRIUM DOOR II I ON 8HEET 1 / FL FAMILY RM I°'•'"DLG I Ie '$,Ar 91•9 ire 3'-9 1/T T-S Ur 1 � I I I� I I o. 3 r N I I I 2888 HANDICAP ACCESS 2868 Y'Pf3Ei, 1 .I° 4 m-SsSX.Sr r✓r-- I I KITCHEN i I O O REF ___ ' 1 4 io 1M81 ( 1 rr 9• - 1 Ise I .42• ++ I SLOPING 4 , I o I� I 1 I r GARAGE 4 pENTRY I I V-1"CLG I I 4 I I SOFFIT, SEE i I EXTERIOR ELEV 9 I SH J II 2'•1 112' 3'8' L,' w I L , I v 11re 8070SECTIONAL PORCH e'-0' / -r WALL DJACENT '-01 8'-0' '-01 11• FI�71 1,•.7- g•.,• ' DNITRAW 19'8'MEW LOCA' FIRST FLOOR PLAN ELEV 'L' 1/4' -1', AT 2TX34' LAYOUT 1Mi" = V-W AT 11• X 17'LAYOUT •W t l' s R F w dop tC,� . ••••.• RA Q OCA ��i� the are O ,e of $la fight �_{ 1 Homes and are not to be utked for conch Iclim, Or copied in part or at whale without permission hao the buider. 0 2t122 Starlight Horses LAST REVISION LAST SAVED BY: NE OF UPPED GAG — N- 8'-C WALL HT. � a J T Z J a aO 0 J 0 Q W ADJACENT IEE COMPOSITE NO S FOR ON SHEET NO: FL 1.9 O Z U J J LL yC7 T W J g I Q ISSUE DATE: 05.03.2022 FOR tt111111I /t REVIEW sIONs: % �,.... i •!._ �dip i . .� . a • are the Sutilizedbff#d 12 s� �5 ''''��! 1 and for or in Ydlole copW art or in whoon,le copied in part ROOF TRUSSES PER - STRUCTURAL ENGINEER pBrIIII6S10I1 if0111 Si ft builder. 0 2022 Starlight Homes LAST REVISION FLOOR 1.L+Ip. F-WQWL-tjL ——— — ---- ——— — — BED 2 OWNER'S BED 4 m LAST SAVED BY: Q"1LQQR-aN..EI1—— — — — — — — — e11iT FLOOR PL Hp. — — — — U n - ENTRY r FAMILY RM m 0 U do o J 3 ♦ -"' MAINTAIN MIN. ._. .. 17R QO•713132' ♦ 6-S' HEIOHTAT FRONT i OF WATER CLOSET '� •__ fI,QOR�N E(.R. ♦ L,lR1� , --'- - W� g a0 ,� BUILDING SECTION 'L' 1/A' =1'-0' AT 22'X94' LAYOUT 1/8• =1'-0' AT 1 P X 1T LAYOUT J N Q SIHIEETNOc. FL 4.9 W oa � cn (� T N 20o cc Z (D W . - J V u— ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 WSOLDIERCOURSE 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 ROOF/WALL INTERSECTIONS 12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 514.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 15' O.C. (VINYL BOARD AND BATTEN SIDNG E18 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOODMNYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALIONG SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 2 FYPON NT BKT.12X/8 FLOQBPItfT— FLVAMta — 1 1 1r Q 2ND FLOQRJabLFL&& 1 FL0Q8.li,liT— tSS F194&F1bLEL& ��r I�'T"_Z �l �FRONIE T 1 LEVATION'L' 1/4- = P-0" AT 2rX34' LAYOUT IV = T-0' AT 11' X 1T LAYOUT �" ELQQ& q�-w& M Q 2-W &02& nsTEW! L TELL" ei—lu .m. �J REAR ELEVATION 'Lr 2 1/4' = 1'•0' AT 2rX34' LAYOUT 1AT =1'-0' AT 11' % 1T LAYOUT s C'3 +- W J ? Q1: x 12 ISUE 05.03. 022 FOR — — ,,`�t►1111* /�01, REVIEW I1 w L_ are the R of starlight and are not to be i j 1 utilized for construction, or copied in part or in wlale without permission from the binder. 0 2022 Stadght Homes LAST REVISION LAST SAVED BY: e J � (A J 1— o 0.0 J Q W 0 SHEET NO: FL 5.9 ROOF VENT CALL. ELEV. 'L' Nerve A— i/900 RATIO AT HIGH I LOW 1/150 RATIO AT HIGH & LOW AREA 1 840 SF 202.06 In0 1405.92 WO 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 17J00 PRODUCT SELECTED BY OWNER VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARMHN- BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. TIE REWIRED VENTILATION SWILL BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCHTHIAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL BY THE STRUCTURAL ENGINEER) TO ALIAW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATMNG BE VENTED INDEPENDENTLY TO MEET 2020 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING OODE. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOL ATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2020 FLORIDA BUILDING OODE. FLOORS. CANTILEVERED DEOORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWNABOVE, DOUBLE FRAMING PROJECTIONS TRATARE SEPARATED PROVIDE CONTINUOUS2*CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2' CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: D ALL ROOF DRAINAGE SHALL BE PIPED TO 0 TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BILOER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW 0 DASHED LINES INDICATE WALL BELOW PRIOR TO FABRICATIONS. 0 LOCATE GUTTER AND DOWNSPOUTS PER 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A MIMMUM BUILDER AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN FUDGE. LOT 2 � ROOF PLAN TILL 114'.1 AT22'XS4'lAYOUT 1fir =1'-0'AT 11* X 17' LAYOUT ISSUE DATE: ffi1111#1 05.03.2022 FOR // ,,, 1� REVIEW ,%%% ,,,,. SIONS: 'y �y • •W ..• • ,rj I I 41t 1*111if p of stm darennottbbe utized for cmfttion, -or copied in part or in whole wdhout permission from the buider. 0 2022 Stnfight Homes LAST REVISION LAST SAVED BY: SHEET NO FL 5.13.8 CM W J i Q LOT 2 PATIO �- U a coo . o ISSUE DATE: H8 i - ac 05.03.2022 FOR REVIEW "_�`' WICK REVISIONS: ® FAMILY RM f OWNER'SCC i' BED N - TV I • AN AS \ REOL .. PER \ e roper y o StdghtthHanes EE , O)) CSA �- .- STATE AND • and are not to be JBUILDING DISHWASHER "1" ut�Zed fa' Ca1St wt!Dn, Dr DISPosAL - KITCHEN I capiedinpartor6lwhole wittrout fromy 8 ry®\ {�} ®/ \ MICROWAVE I. -- ., ` PI?R —. ' 8 7 L�LG.s permission thebuider. 0 2022 Staftht Hanes STANDARD ELECTRICAL BOX HEIGHTS I i I 11 -^--",� TO SWITCH/ -BELOW .. KEYLESS 'N SERVICE>. € -J ® NEC.IF REG. PUMP. © -S ITCH 30A. ELEC. -SWITCH ABOVE \ WATER HEATER / 1 "`. 1 -: SERVICE PANEL SIZE AND LOCATION LAST REVISION LAST SAVED BY: GHT IN _ I I `— I - PER EGFILDERSTFICS { \GARAGE w�u /� ... AND LOCAL CODES/ ELECTRIC METER V / I I [1 �. TELEPHONE/ TELEVISION $ KEYLESSA / �. ENTRY SERVICE BOX $ BED 3 I-i 9'-1'CLG. / \ / \ 1w-l-CLa o - \ BED 2 I / O OPENER \ aP 1 � '� 618EC,10fEf L I WP � I/� z - _.._..__.___..._.............-_.__._.... OR W ^J a y.-...:.._.................CH -_j ------ O SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) a � J n SECOND FLOOR PLAN 'L' FIRST FLOOR PLAN 'L' 1/4' =1• : AT 22'X94' LAYOUT .1•-W AT 11• X 17' LAYOUT /4 - 1'7AT 22'X94• LAYOUT . 1'-W AT 11' X 17" LAYOUT NOTES: LEGEND: • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ttlgExamET Y1°"w' � x T J� ® uELEe Y LmrtFunvlE Fu�eunon awnw IFwvpEApcq.WlE wyFon� - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. OAOUiDFALLTG9CUR-NIEPRUPIER 1 WV BNONE�iEGTOR wNielowrEo ® ownmArA � • FANIUCHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS' WFIE%W1lET _ LKYITFIXTUE CaN1ECTtL WIBATIENI' LNtliTFIXTIIRE MCM10EeCEM - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE H (PN AOE"TE SUPPIX T) �Y} di<EiNG1�IM1EolWPIXlI11E �p���y CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. *nw aovoLTpmEr Uwl-vwm PI106 ® CaNt1ECTFD W/BIITTOW - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS ANI)COQ DETECTORS AS REQUIRED 8V NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) THE rww s,RPLYwImv&w AND MEETING REQUIREMENTS OF ALL GOVERNING CODES. • PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTERS(GR) AS REQUIRED BY NATKNMLL ELECTRICAL O AEvsclr� cTONevt O ExwYlsrPulf"EWTTOEx1EPion) O TI$WGLTAT CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 4 wuiswrtcN J ® TELEa�vE �> E� - ELECTRICAL CONTRACTOR TO PROVIDE REOUARED DIRECT HOOK-UPSACUTOFFS. i .(}. EnwucTPullxa�TcoleEaTox ro 'T° rErrtTO ExlEnpn, - l ® ��yw HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL MECHANICAL T' T E-Y/AYBWI 1X W�TE118TUB OUT a AND EOUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. $ 4 Po .YSNIICH EIECTRICMEIEI ® FLUORE8CENTLgNTFPt1URE v E,ECIPoC PNEL SHEET NO IAT - PROVIDE POWER, LIGHT AND SWITCH AS REOLARED FOR ATTIC FNACE PER CODE AND MANUFACTURERS WWIIEfI WBTN{ICTgN6. , LQMv0.TM£OU11ET 1Fip1 x,IBSY8T91 � O6COMIECT WMICM � W1115CONf,E • PROVIDEANDINSTALLLOCALLYCERTIFIED SMOKE DETECTORS MIDCO2DETECTORS UNITSMUSTBE FL 6.9 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING- TYPICAL - SLOPE GARAGE FLOOR 1/B• PER FOOT TO GARAGE DOOR OPENING - VERIFY CURB OUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING NAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. • PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR OAS, WATER OR ELECTRIC. • VERIFY ALL DOOR THRESHOLD HEIGHTS TO WARD SURFACES. 7 3/4' MAX AT INSWING DOORS. - TYP STOOP AT INSWINGISUDER DOORS: 38' DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. • FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3' DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND Ft LINE OFSLABABOVE F2. LINE OF FRAMED WALL ABOVE FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS 3,/2• 101-V 9'-4Ilr air O d an @ PATIO SLAB 4'ff MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMSAND APPLIANCES ARE DIMENSIONED TO CENTER UNE. NOTE: LOCATED GRADE VERIFYALLGRADE UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING GF CONCRETE77'�� 1 - rm ------ I ARAGE SLAB REINFORCE PER LOCAL 17 CODE AND ENGINEER'S SPECIFICATIONS_ f2 _ i d! 7 e' CURB AT EXTERIOR f e (MIRAGE WALLS. SEE STRUCTURAL 9 0 yr F1 1W_W 7 SLAB PLAN 'W We. 1'-M AT 22"XW LAYOUT 1W.1.4r AT 1TX 17' LAYOUT .H SLAB :E PER LOCAL I ENGINEER'S ATIONS C3 W J � � x 'Q ISSUE DATE: 05-03.2022 FOR REVIEW 0 EVIMONS: i � • v • us I _ io i— �� ` drawings are the ®i are not to be mill Utilized for cons# Ction, or copied in part or in whole mahout permission from the buider. 0 2022 Stadght Homes LAST REVISION LAST SAVED BY: a 0 seT W 4 J i- a O N 0 FL 0.1.7 WALL LEGEND T FULL HEIGHT - FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD -SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGEMOUSE SEPARATION AT VERTICAL SURFACES SRALL BE PROTECTED WITH ONE (1) LAYER W GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE , LAYER SW TYPE -r GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 318" SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR BENEATH STAIRS AND LANDINGS. 11T GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EOUIPMENT MIT NOT LESS THAN 30'X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 6iFeX54-SIZE) TEMPERED SAFETY GLASS 11 HALFWALL HEIGHT As NOTED 11 TRSSHOWER COMBO 18 SUIDE4N ELECTRICAL RANGE W/ HOOD AND MICRO ASV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS LOT 3 R L a. R r /9•.8 6•-n• Ire• WALL OF ADJACENT WALL OF ADJACENT WALL OF ADJACENT UNIT, SEE COMPOSITE e'-2 S4• 6'4i 1M' UNIT, SEE COMPOSITE UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION =1 - III �- DRAWINGS FOR LOCATION DRAWINGS FOR LocanoN � li � Soso � aose � III I I • EGRESS 1 I �I I I I I I WIC I OWNER'S II I � ' 81-OLG BED I 1 I I � I I I O. BA I I I 8'-1"CLIi 2V 1r' /0'd 1r e � I � 2.� a I 71r' S•b 1r• . 3'-21Q- I 0 5068 ON +d2' a „ I 2468 14FE-1 r --I I 1 6 HVAC C6 DD I C 4 I VANIBA 2 V-0 '91r s I W KWIC �- � I � y 4 2468 I 1 T-31r' 1 4'e 1r' T-10' 5•40' I I BED 2 I = ' BED 3 V-1"CLG. V-,"CLG. I JI I AIL ail lir 'EGRESS 'EGRESS WALL OF ADJACENT 1 Se' -'3 1 ,r" 4'-2 1r': � • 51-V ' � WALL OF ADJACENT UNIT, SEE DRAWINGS FOR COMPOSITE UNIT, SEE COMPOSITE e'dt i/C 9-11 ,r' LOCATION 19'-8' DRAWINGS FOR LOCATION 71r• 71r „SECOND FLOOR PLAN ELEV'K' " 1/4• . I• AT 27X34' LAYOUT 10T.1'-0• AT 11" X 17' LAYOUT WALL OF 1 UBT, SEE DRAWING LOCATIOI• + W x Q ISSUE DATE: 05.03.2022 FOR tiII111111110 REVIEW EVASIONS: ,, `, •N••N 4. 4.2 JZ e• ■•• OIN 1~ k •! / R PATIO ,9.4Y 312' 10'-0' 9'd ir' • 4'-7 //r 8'40 tr' 8'-r I I; A/C I r ' II 6966 .GD. 3050 SH 3050 II III SEE OPT. ATRIUM DOOR - _._ II I I ON SHEET 1 / FL 1.8.1 I FAMILY RM 1 I � I-0 1r 9'-9112• 3.9 ir 3%6 /r- � I I � I ¢ I t- z a -' b iv I U 2888 HANDICAP ACCESS �I/Ji 2988 tj I C • L9'_ I p KITCHEN I I I 16 0 REF _ � Y "_ wH I 1r-T 9• - I .4r 1 g 2868 SLOPING 4 , o I uj GARAGE W i ENTRY i W-,"CLG I I 4 i I: SOFFIT, SEE I 1 EXTERIOR ELEV 9 I SH.._... -1 ,r• 3.6• r3 1r' I L III Ir .70 SECTXWAL PORCH 8'4• 1- -II r WALL( DJACENT 11' �71 FOR 11'-T 8'•1' 1211FST 19•-B' DRAWISI LOCATI FIRST FLOOR PLAN ELEV'K' 1/4" . T-O- AT 2rX34• LAYOUT V8' :/'-(• AT „' X,T LAYOUT LF f - ��- • • draw. p are the U l R nY of Starlight are not to be T��,,t t t l l i 111 1` utllzod forconstruction, or copied in part or in whole Without permission from the builder. 0 2022 StadgM Hanes LAST REVISION LAST SAVED BY: IE OF IPPED CLG. +F 6'd' WALL HT. e 0) se T Z LL1 c a ao 0 °' aILL _ADJACENT M COMPOSITE GS FOR )N SHEET NO FL 1.8 CM +— w J i O 1= x Q ISSUE DATE: 05-03.2022 FOR �s EVIEW ` Q • are ale 12 ,2 � st�t�td it, omen and are not to be utilized for conshucaon,or ROOF TRUSSES PER STRUCTURAL ENGINEER copied 61 part or in whole w thort permission from the builder. 0 2022 Starlight Homes LAST REVISION LQQR PL Hf. EL,yW✓ W. — — — — — — — — — — — BED 2 OWNER'S BED 4 m LAST SAVED BY: V��44RP L NOW. HT. — — — — — — — — — — — — — w U Q - ENTRY FAMILY RM m s a MAINTAIN MIN .__................. .. _.. 17R@0'-713W `` S'-S- HEIGHT AT FRONT . OF WATER CLOSETLL �QQR FIN, FLR — , HZ BUILDING SECTION1 K1 J (L 0 coil N r, `! 1'F1=1'-0" AT 22'X36" LAYOUT 1R" 1'-0' AT 11' X iT LAVOIlf a SHEET NO FL 4.8 Lco rn T D O �z � U ILL 1 0) O) T �Qj L U J x C + W ..___ ..............-..................., i O � I LOT 3 i PATIO WPtt1Fl� ISSUE DATE: A/C,DND. S WProFI 05.03.2022 FOR REWEW WIG I REVISIONS: §- FAMILY RM OWNERS 9'-1"CLG i BED ry (i W-1"CLG / ry I t AN AS i REQUIRED PER - BTATE AND I{, 11 Wy'Ie'd" S77"Ci.G. LOCAL BUILDING CODEThese \. \ &awkW am the I I �� E DISHWASHER Fl� - T �= KITCHEN `� - pWerly of Stadiabt Homes and are not to be utilized for 1xlLLstruction,a o DISPOSAL �� j � copied in part a m whole as-- \ , — \ PDR wilhompemassion hall a 8 iL /' ®j MICROWAVE —. \ ' a cL s:he t builder.2022 eFIOm € vP' G I h1 - 1 a $ I I HVAC SERVICE > e I I I jj PANEL L =-- o ® , , LAST REVISION BA • / .; 3 x REC. PUMP. .. © TO LIGHT/ 4' G IF REO. YVH AWI�T _.. STANDARD ELECTRICAL BOX HEIGHTS i r/ .. _Wi.�BELOW• rnclN —SWITCH\- TO uclltn ISWIT 90A. ELEC.MR \ WATER HEATER / GARAGE - t C• SIZE ANDSERVICE LANEL OCATION I SPEGFlCATIONS LAST SAVED BY: Ii • \ / II AND LOCALCODES / i� ELECTRIC METER !BED TELEPHONE/ TELEVISION 3 �YLESS— Xe ENTRY 8'•i"CLG. ` \30 `1"CLG. t t$ < � ® ® �• I /CEILING\ W BED 2 •� j /GFIDooR\ OPENERRE / \ I � � j / v wProF, Oi X AORCH Q W O NOTE: EXTERIOR W.P. OUTLET REWIRED NEAR A/C CONDENSER (NOT SHOWN) ' SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 1K1 FIRST FLOOR PLAN WIC OVER BATH CABINETS OVER KITCHEN CABINETS r, Q va'. 1•-W AT 22XW LAYOUT .1'-O' AT 11' X /T LAYOUT 1/ = V-0' AT22'X34' LAYOUT .1••O' AT IP X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT AS REQUIRED BY NATIONAL ELECTRICAL -INTERRUPTERS (AFG) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0— (—AMo TEsuwaap - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. av ottouNacauLTcwcAMrt-wtE1VwF1En L�ounEo wcuaEacEM ® ' su>� cetEcrun �� I - • FAN/UGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' ° %OUT�r L LIOHTFIXiUE CRACKK0TEDYH &11lERY �t Forr` WRX piCAlOEBCEM • ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BEEN43NEEREDBYOTHERS .THE MF°IIDFL(IU11E COE11Ef1eD tPROi'OEi10EO1AMSWWOAn CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT . ry IIOOgLN6Mp ® 1W�11mEDZxtEa' - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS RE"FIED BY *� apvoLTar�r eaNNECM�ft� NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. OwsmruncvonAalt Q EIRUUStFNt lvtlrt TOEXIEfVpO �Ar �---® wscuFxrwnH v�LVE - PROVIDE AND INSTALL GROUND FAULT GRCLAT4NTERRUPTERS (GA) AS REWIRED BY NATIONAL ELECTRICAL CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # wAu swRat I]OMUSTFANLMi111CgbI1Nt10N ® tELFF1C1+E —}N Bee - ELECTRICAL CONTRACTOR TO PROVIDE REWIRED DIRECT HOOK-UPS/CUTOFFS. ryE—EXTVWM - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL #a iMIEE+MAr SwRClIw 8 rwt�st�aur EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE BLIMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DIME TO FIELD CONDITIONS. $ 4 FOURW,1r w1aTGt ® FuroaEscEttrLr.xt FatuAE RECINC1ElEA SHEET NO: - PROVIDE POWER, UGFfT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AMU MANUFACTURER'S wwttEn we,wctluNt. LQY VJLLt(iE OUttET �,�� �. .>�, � wnusodcE - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.8 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING -TYPICAL • SLOPE GARAGE FLOOR 1I8• PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB OUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS • REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS. CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 31C MAX AT INSWING DOORS - TYP STOOP AT INSWING(SUDER DOORS: 36• DEEP BY THE WIDTH OF THE DOOR SERVED. MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3' DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING • WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE FEQUI ED SEPARATION TO GRADE SWILL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F/ LINE OF SUB ABOVE F2 LINE OF FRAMED WALL ABOVE 19'B' W-41/2" lw-w I-li PATIO SLAB d' MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENS ICNED TO OUTSIDE FACE. GRADE BEAMS AND APPLWdCES ARE aMENSIONFb 70 CENTER UNE VERIFY ALL GRADE I NOTE: LOCATED GRADE BEAM LOCATIONS I UNDER ALLLOAD PRIOR TO POUHINRG BEAPoNG WALLS GF CONCRETE. w •-, r '�7' 1l2• 11'-10 V2• m ' _'. GARAGE SLAB ,,' REINFORCE PER LOCAL `. CODE AND ENGINEER'S - SPECIFICATIONS m F2 L 8'-7• a 6' CURB AT EXTERIOR 4 I m 9 GARAGE WALLS, SEE STRUCTURAL I F7 I PORCH SLAB Sol REINFORCE PER LOCAL e'-t• 1'-7 72' 11'-T 1'-7 7/2' WIDE AND ENGIMEER'S SPECIFICATIONS 7 w 71W SLAB PLANS 1/4• . i'M AT 27X34' LAYOUT lAP . 1'4• AT 17' X 17' LAYOUT - FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS cm + w J � O I Q ISSUE DATE: 05.03.2022 FOR /. _REVIEW drawkIgs are the Nbpof Sww ,sit Half and are not to be utized for DDrisbwtbn, or COpled in hall or in Wt1018 WdhDUt NITlIISSIDn horn the builder. 0 = Starlight Homes LAST REVISION LAST SAVED BY: d � i W j H o_ to J a SHEET NO FL 0.1.6 CO 0) T- S� L O) 0) T Q Q x cz N � W J � � x Q I tI 11111 ISSUE DATE: 05.03.2022 FOR ,"tt * s REVIEW �vIs10Ns: a� Q . ••.....•�• y • • LOT 4 ' Ui 72 12 Of 6� os j�dJt a &awkw are dw 1111 11® prop gofstad w Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER udzed for corshwim, or Copied III part or III whole whhout permission from the buNer. 0 2022 Stad'ght Homes — — — — — — — — — — — — — — — — — _ 2ND FL. w tip LAST REVISION OWNER'S BED 2 m LAST SAVED BY: 4 BED ]EL,-1MJ i FAMILY RM r ENTRY t= MAINTAIN MN 17R�0'-713rl2' 6! HEIOHTATFRONT OF WATER CLOSET 1ST FLooR FjbL W o1 BUILDINGSECTION Jr rl w O 1/4' .1'-0- AT 2210C LAYOUT LS' . T-0' AT 11' X 1T LAYOUT Li Q u: SHEET Na. FL 4.7 Ll; 0) cu 3 Z L' .J LL ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGM AS NOTED EN WSOLDIER COURSE ES ROWLOCK COURSE E7 FVPON OR EOIAVALENT LOUVERED VENT, SIZE AS NOTED E/ CORROSION RESISTANT HOOF TO WALL FLASHING. CODE COMPLIANT FLASHING AR13T BE INSTALLED AT ALL RDOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ S/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ SMx4 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING W/ IXS BATTS AT 16.O.C. (VINYL BOARD AND BATTEN SIDING EIB 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINVL SHUTTERS. TYPE AS SHORN SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 2r ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALICNG SURFACE MAST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 4 x CD N � W �J b� r 1 l i1 11fiSUEDATE: 4 N u11 v� .....-.._ - 4. 'a/11i 1 m $ if 76 party of Starlight -- 15 Homes and are not to , utilized for Twnstrucdon, or copied in part or in whole — — — — 1@TFL44B Flea F38_Il Without permission from �I the builder. 0 2M FRONT ELEVATION V StarrlghtHomes L% 1/4•.1'-O' AT;XePLAYOUT IiS•.,'-(rAT11•X/7'LAYOUT LAST REVISION 4 REAR ELEVATION'S i/N• 0' AT 2;;; LAYOUT VB• . V-0• AT 11* X 1T LAYOUT LAST SAVED BY: 2ND FLOOR �. —2ND FL WD1N. �V W � L o ar0 Q �Q W W ,ST FLOOR '1 12 -9 TS.T EL44S.fIN.Fl6.�Q VI SHEET NO FL 5.7 CM W J g LOT 4 PATIO 'Q � DATE: 05.03.2022 FOR q WP/GFI 0 a A/C COND.ISSUE Arc Ile WP/GFI —_. REVIEW SIC REVISIONS: FAMILY RM S OWNERS BED ._. N-\ 8'-t"CLG \ TV -- _ % -- S FAN AS 111. /• - REQUIRED PER STATE AND BUILDING These tnawiR� are INLOCAL • cooE I % — � pwerty fHomes are to be << DISHWASHER utilized IDT CDrisbWiDn, Or 3 KITCHEN _-- DISPOSAL copied in part or in wlale • •v �" '" ' 4 o -- P1�R wahout permission from theebuider. a 2022 �Vpl j —C�6P BTkTi.Homes Starlight ICROWAVE LAST REVISION HVAC I °LG __ ' "— LL p TO uaw/ C REC.PUMP, S v w IFRREO IERFI t SERVICE PANEL LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS A� VE _',' 30A. ELEC. TSWITCH/ __ I _.. \ SERVICE PANEL WATER HEATER / - _LON1» •� KEYLESS lC SIZE AND LOCATION ?"-- ---- v �'1 wuL /! uOIiTIN �.d ATTIC 1 ' ..._ _ / PER BUILDERS SPECIFICATIONS AND LOCAL CODES ELECTRIC METER I \ GARAGE / I ' ' •.. i g TELEPHONE/ ,�•�((}IEYLESS BED3 SERVICE TELEVISION ENTRY / \� 8'-t"CLG CE A'-1"CLG. II • BED 2 / GFI DOOR OPENER 8'-i CLG. - �i\ \` i W � // sc�vvm : $ � ew;Ec.•rEr l � X z o ip —_ PORC _.-...u._u_k ~ _ —� O HB----- a F" NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) J RECEPTACLE BOXES SWITCHE BOXES SECOND FLOOR PLAN 'J' FIRST FLOOR PLAN 'S OVER RBATH CABINETS OVER KITCHEN CABINETS 2 Q 1/4.1'-O• AT 22'K1!' LAYOUT - r-D' AT I X 1T LAYOUT 11C -1'-W AT 22MV LAYOUT = /'-0' AT IP' X 1T LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL HOD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCQ AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ggEXOVttEr {�M°''t '�T�pr A ® daEs LfMFKME PUWBIRlONBWW PRDYOEAOEOWlE BiFPo•O - ALL EXHAUST FANS SHALL HAVE BACKORAFT DAMPERS. - FANIUGHTS IN WET/DAMP LOCATIONS SWILL BE LABLED-SUITABLE FOR WET OR DAMP LOCATIONS.' '�� OgouroPaurcpcuswlEtwP>et O11P1�O11 tpV96tl'Q OElECl011 'T Wu�tr �� ® ca• 1•nw/�T�iew E ceuwrwwrtHwanoEacFrrt FKTUFE QOMT09 - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED��i�p BY OTHERS. THE MLLfBwrtCNEDUFLOfOU11Er y ii�s>i�MIwltlEstEMttGXfFmWE � } ancEuw—w LEO� p, p,wy p WRDVDE �lESIAPpin CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. t m' �0TO1r {vvl�vAPrnPAoaP ® - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKEDETECTORS AND CO2 DETECTORS AS REQUIRED B'/ NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES O �ria•cEO�xctto•Owc Q muusrcu1lwtxrromenny TEAMGBTAT �® OAB&iPLrwlIHv&w - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GR) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® > ��tiOee - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSX:UTOFFS # w�u swrtcH vnutrersuxvticOLeuiax t ryE•t ro EztEnON ©, • HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - i' TM�E r �" 8 lwGtE1� wwastanea/r ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES. A/C UNITS, ELECTRICAL PANELS, SANITARY Sl1MP PI7S. DRAN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. • POWER. T �°ut'w"vswncH FLU0IEBCENTLY FK Ell ® v ELEOrnc P� SHEET NO. PROVIDE LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS wrniE• wemucnonN. , wwwLuwE ounEr -, � y owcornEcrawrtON ^ wKl aooxcE 7 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS UNITS MUST BE FL �•■ HARDWIRED; INTERCONNECTED AND PROVIDE BATTERY BACKUP- I GENERAL FOUNDATION NOTES: I - THIS PERIMETER DIMENSION PUN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BULDING- TYPICAL. • SLOPE GARAGE FLOOR IV PER FOOT TO GARAGE DOOR OPENING. • VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER • REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SWILL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICIWESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES. VENT LOCATIONS, ETC. ARE APPROXIMATE CONTRACTOR TO VERIFY COUNT AND LOCATION. • VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES 7 314• MAX AT INSWING DOORS. - TYP STOOP AT INSWINGYSUDER DOORS: Nr DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3• DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F, LINE OF SLAB ABOVE F2 NNE OF FRAMED WALL ABOVE 5 LOT 5 9•4 1rz• 1W.01 31 0iw p a PATIO SLAB MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPUANCES ARE DIMENSIONED TO CENTER '9 VERIFY ALL GRADE NOTE: LOCATED GRADE BEAM LOCATIONS I UNDER ALLLOAD C PRIOR TCO POURING SEARING WALLS OF CONCRETE. w •., r :: ro +nr. / GARAGE SLAB a,rz [REINFORCE PER LOCAL CODE AND ENGNEER'S SPECIFICATIONS R I F2 � a rn R a•r +o••r 4 ti G CURB AT EXTERIOR 4 w ? GARAGE STRUCTURWALLS.AL SEE f I I F7 l PORCH SLAB 1, a•.o 11 a'.4• REINFORCE PER LOCAL 9'-1• •-712• 1 r-r ra 1 CODE AND ENG1NEER'S SPECIFICATIONS 712 71PZ r, SLAB PLAN V LJ 11 = 1'-0• AT 22'Z LAYOUT 1,ff =,'-MAT 11• X 17• LAYOUT - FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS ��a + A,rsAN�rrr r ' ut . to i >�� •L�rr�r y r4rr4 05.032022 FOR e_ REVIEW dfawkW are the property of Stadw Homes and are not to be utilized for constrwtion, Or Copied in Par( Or In whole without permission from the buider. 0 = StarW Hanes LAST REVISION LAST SAVED BY: I t C r / L C WALL LEGEND FULL HEIOHf FULL HEIGHT . 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING !EIGHT AS NOTED ON PLAN T't . BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGEIHDUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 12• GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SRALL BE PROTECTED WITH ONE (1) LAYER S'B• TYPE'X• GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION, PROVIDE 1 3AY SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 12• 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 SUE WITH TRUSSES IRS ,/TX6P TEMPERED SAFETY GLASS it f WLF WALL, £EIGHT AS NOTED 11 TUBSHOWERCOMBO /8 SUDE4N ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS , It 4.1 it 2' iff6 WALL OF ADJACENT4i=, WALL OF ADJACENT UNIT. SEE COMPOSITE I I e'6 7NI UDCAT�COMPOSITE DRAWINGS FOR (DRAWINGS FOR LOCATION I, . 3 SN 3n60 SH I 5 II EGRESS I I 1 I III i I OWNER'S WIC I ( ' I BED I I 1 I I 'I 1 II O. BA _ I W-1-CLQ 10' 4 Ur I'41'r 5' I 2,68 ON I +42' 11 'P 3••2 12• all 2468 _ O L J .g I < VAN 3ITY 14 2.,2 •-0 I BA 2 an J WIC I 4 ------- 9 2488 N � 2488 I 3'-10' 4.812• V312" I BED 2 V-11"aa BED 3 ' g-7- CLG. I JI I NIL ,I r -EGRESS •EGRESS, LOT 5 VERIFY - LOCATION IN FIELD WALL OF ADJAI UNIT, SEE CON DRAWINGS FOF LOCATION LINE 01 CUPPE +/_ V-4- WALL N WALL OF ADJACENT I 3'•T aA B'J 12' 3'b 17N an 8'3' ' �- WALL OF ADJACENT WALL OF A UNIT, SEE COMPOSITE 9'•11 12' 9'6 72' UNIT, SEE COMPOSITE UNIT, SEE DRAWINGS FOR LOCATION RAWINGS FOR ORAWINGE LOCATION 19'6' LOCATION 7 12' 7 72' SECOND FLOOR PLAN ELEV V 1/4•. I'; AT 22'X34' LAYOUT IV . I*-T AT 1,• X 17' LAYOUT x CM � s Q f� 1%%t1111/ // ISSUE.03.2022 l FOR ii VIEW � • NS: +i • W � �l Ui " � I � • U ` ♦ d/` C C �. try LL Q I PATIO R 2 W-412' { ♦ m6•-2' 1ff-0• 3 1&1r 81.10 12• 4'-7 1Pr ENT I I WALC) '061TE AM; II UNIT, f DRAMA LOCAT II SH 3060 SH SG.D. I I SEE OPT. ATRIUM DOOR -III ON SHEET 1 / FL 1.10.1 I I: FAMILY RM ! e'•,- cLc I 1 I � I 4 I I a I .� 2888 i ll�a 2888 Dyv HANDICAP ACCESS I CLG. I 1 -gam- -- KITCHEN •I I 9 16 I REF O O - M,G I I. - 11'-T 11 4 SLOPING I GARBAGE ' ENTRY I - I.T. SEE - I I 0 EXTERIOR ELEV I _.'611C SH . J I 3'6' 7-1 ,2• II 8070 SECTIONAL Iir l PORCH 1'-2' 6'-0' it• I'-0 12 8'-W '6 1 FIACENf OPPOSITE FOR WALL OF UNIT, SEE DRAWINGS LOCATION ADJACENT CONWOSII FOR e'•1• 11'-7' 19'6• - i ur FIRST FLOOR PLAN ELEV V 1/4' . 1'•0' AT 2210W' LAYOUT 1Mi . 1'-0' AT 11' X 17'UVOUT % •�• F E RO ON I i i ,, d,awrits are the pmpaq of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2022 Staftht Homes LAST REVISION LAST SAVED BY: 0 SHEET 10. FL 1.10 if WALL LEGEND T'f FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2XS WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STIR SUE 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 VT GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HOtlZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER SW TYPE •X" GYPSUM BOARD HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3A1• SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR BENEATH STAIRS AND LANDINGS. 11r GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EOUIPMENT BUT NOT LESS THAN 30102". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (251W)OW SIZE 9 TEMPERED SAFETY GLASS 11 HALF WALL, FIEIGFIT AS NOTED 14 7U8•SHOWER COMBO 18 SUDE4N ELECTRICAL RANGE W/ HOOD AND MICRO ASV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS LOT 5 //-- WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION OPT. ATRIUM DOOR ,/4' =1'•0' AT 2YX34' LAYOUT 1R' =1'-0' AT 11' X 17' LAYOUT tD N � W J i O Q ,%>aJ110111 jISSj ,%`EVIEW 5.032 °022 FOR \�••• ••• i?�610NS: st a• • � T 0 y •% • +• !y •••••♦ • 40�i`4*° PRO" v drawings �e the preperly of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2022 Starlight Homer LAST REVISION LAST SAVED BY: SHEET No: FL 1.10.1 f� cm � W J � � x Q fi— coo tt1i1110! ISSUE DATE: 05.03.2022 FOR REVIEW EVISIONS: lb � • � LOT 5 • W ,� u .c Cc All 0 / These &dwt gs are the plo OofStaw O Homes and are not to be ufked for consbudon, or ROOF TRUSSES PER E40INEER copiedSTRUCTURAL wftu In part Or In iNwut permissbfrom from the buider. 0 2022 StadW Homes LAST REVISION — — — — — _ — — _ — _ _ _ — — 2CDE6 OWNER'S BED 2 4 BED LAST SAVED BY: .____.._........____ — ISTFL-wv �I UF i PP Zg 4¢ FAMILY RM ;r !E '` ENTRY m O 4 mo— ` m •{ N 3 MAINTAIN MIN. 17R C 0' - 713W 94r HEIGHT AT FRONT -- OF WATER CLOSET LODR N V — — _. 1s7 F H1 7. BUILDING SECTION V J H 1 1/4' = 1'•0' AT 271C14' LAYOUT VS' :1'-0' AT 11' X iT LAYOUT a O W O� J Q rn SHEETNO FL 4.10 u- ELEVATION KEYNOTE LEGEND E2 IMASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED EI S- SOLDIER COURSE ES JROWLOCK COURSE E7 FVPON OR EQUIVALENT LOWERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ S/4x4 CORNER TRIM BOARDS . E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 514.4 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16.O.C. (VINYL BOARD AND BATTEN 310I1G E18 1 X RSER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS TYPE AS SHOWN. SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN ZC 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 REAR ELEVATION V 2 1/4' =1'-0' AT 271Q41AY0UT 1IT =1'-0S' AT 11* X iT LAYOUT QPIR 24 j 1,-VYDA .,,"r��X �U /A W ZO �V 40 a J u Q w �R}ICL.F1. V .ri+241 1Qv ivim. �I SHEET NO: FL 5.10 x c + W J � _.__..................._--...—................._.__........_.� d: I Q LOT 5 PATIO DATE: 05.03.2022 FOR WP/GFI@ A/C coND.ISSUE LE.V REVIEW WIC REVISIONS: ®cc FAMILY RM -� OWNERS I I"CLG. BED Tv iTv FAN AS REQUIRED PER STATE AND - O. A '.. / i These drawings are the .. / LCODDE OCAL BUILDING DlopertY of Starrod _.... d _ _ DISHWASHERutilzedforconstrmtlori Homes and are not to be o I KITCHEN 'I — or ' C 4 � � � ` 4 -� �' .. • / J .. J /i� • � i DISPOSAL copied in part or in whole willawithoutpermission horn p ......... P'CR i --' — j -fi'- the bllNdeO 2U22 5 tx.T,' lon MICROWAVE Staright am LAST REVISION HVAC I. i G ., -. .S — ( SERVICE PANEL :.... t7 STANDARD ELECTRICAL BOX HEIGHTS - V I CLG ro uc�Tv .SWITCH30A. --... I " '-----• - .J _BELOW ./,� '\ 10=vLE- WIC ., SERVICE PANEL SIZE AND LOCATION - REC. PUMP, S TO LIGHT/ ©Z", A� ;, 1f REO. O 2 ELEC. \-' WATER HEATER / -y' '�-- ` I• LAST SAVED. BY: �LIGHT IN ATTIC {� PER BUILDERS ..........Iµ \-'AIVAU'E / / '/'1`• ANDSPELOCATIONS AND LOCAL CODES ELECTRIC METER • �— - -- � /\ /:.... i TELEPHONE/ a BEDL� TELEVISION SERVICE BOX \ ` ,10=YLESS \ ENTRY -­`0. \ \ s•-r•CLG. , \ w BED / �f�. �� I /OFT DOOR\ o �l / OPENER \ I / PORC�_\ ui SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES S1 SECOND FLOOR PLAN W NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT FIRST FLOOR PLAN SFIONN) 'RAF V, J O OVER BATH CABINETS OVER KITCHEN CABINETS z 7 7/d' = 1'-0' AT 22'X34' LAYOUT =1'-e' AT 11' X iT LAYOUT i/d' =1'-0' AT?7X36' LAYOUT = 1'-0' AT 11' X 1T LAYOUT NOTES: LEGEND: • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. • PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. a ppelpmer aT OFlO aO T A Y �� Nc�rceerwrt LgNTF«lUE ® o�a,Es w>vxeurm.elwrti+ 0w �TE—PoRn • ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. a°R �Tcn MWEFIFwM�} N w� HAWW ceTs°TaA ® D • FANAJGHTS IN WET/DAMP LOCATIONS SHALL BE TABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' ° OU 'T LIOXTFIXIUE CONEC191W/ MTiB1Y MfXli ceuwFw�wnN FpwoEs�rrt LgNTFQIIUE • ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR a FMIFiWRCM®dNLEItWREf }q_ • •��•�w • LOHf FOfIUE vw Aw "A°i R�YOEAOEOtMTEBUPPaf� SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. * m' M0 VOLTOURET �! A vMOu'noaF�D�D� ® wiwlrTfAY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q oouusrrowNExrrosOnevoll �—® cueawxvwm�vu.ve - PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERRUPTERS (GFQ AS REQUIRED BY NATIONAL ELECTRICAL O �wFalom.uncTv�.eac le�T�T CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # w. swnu' E>vwUSTFAIM.pXTCp.BN,L1gN ® Te.ERaNE �ro � • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP&CUTOFFS. (YEgTmpfTEApiI) THEY I • HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #a nNEEr�Yavma� a _} �rwwiFwsneaur • ALL ELECTRICAL. AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SAM imR SUMP PITS. DRAIN TILE SUMP, AND WATER HATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ii $ d PoNFNMYPMACII ® FLVO flITL10MTFIXIUE te^ v �ICTnic nNEL SHEET NQ • PROVIDE POWER, LIGHT AND SNATCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S , Lmw T—amEi >Ew WRSYST91 y pgpp pigympi ww. BcdlCE - PROVIDE AND INSTALL LOCALLY CERTIFIED Shgl� DETECTORS AND CO2 DETECTORS. Ik11T5 MIST 8E HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PUN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING. TYPICAL • SLOPE GARAGE FLOOR US• PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. • REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SWILL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR HOIDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PUUL PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3W MAX AT INSWING DOORS • TYP STOOP AT INSWINGWDER DOORS: 3W DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP43ESISTANT FINISH. • FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3• DA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 IUME OF SLAB ABOVE F2 JIM OF FRAMED WALL ABOVE FOUNDATION WIDENS - AT SITE SPECIFIC CONDITIONS LOT 6 19'•e• ,re 10--0- T-4 10 2 OJ a N � g 9 PATIO SLAB 4' MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. 's NOTE: LOCATED GRADE IVERIFYALLGRADE Ip tr UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CONCRETE. ro r-n ,I s b ,r-totre------ 4 _ - 1'•11 ARAGE SLAB - ;.... ,re REINFORCE PER LOCAL CODE AND ENGINEERS - SPECIFICATIONS I _ - F2 0 c y N 9 W CURB AT EXTERIOR w e WALLS, SEE STRUCTURAL § TURRALL L 14 I I F7J I I . „• 9•-0- 1PORCH SLAB 1'-7112- 1V-7' 1'-71re-I fREINFOFtCE PER LOCAL 79'$' CODE AND ENGINEERS SPECIFICATIONS 71re 7, SLAB PLAN 'A' `% lhr = 1 it AT 2PX34• LAYOUT LB• . 4-0• AT 11• X 1T LAYOUT x t3 W J i I Qi 1-- ISSUE DATE: 05.03.2022 FOR REVIEW ,`%%j%11111/11 �� 'w W, REVISIONS: V _...•..._ i a: ••••- , — drawmpare the ,.; ry of StarhglLt Hwm and are not to be utilized for Donstruclion, or copied in part or in whole wittaut permissbn from the buider. 0 2022 Staftht Hanes LAST REVISION LAST SAVED BY: O� r c� n O Z U ..! WALL LEGEND C� y FULL HEIGHT FULL HEIOM J i 2X4 WOOD STUD PARTITION 2XS WOOD STUD PARTITION STONEVENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN Q BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED ISSUE DATE: ! ! ! / 05.03.2022 FOR 0`,111111 `/ REVIEW a SIONS: w ate. • • (� Lu V 4'a O s • I • i �J j �• AV psi/ �t O / drawnps are the fit 1111 P „y of Sta"t Homes and are not to be �ed�cmvw&n,or LOT 6 DWled In W or in Whole WNW penI11SSI0I1 iron, the bolder. 0 2M Starw Homes LAST REVISION 2 R PATIO WALL OF ADJACENT LAST SAVED BY: UNIT, SEE COMPOSITE p1,T101-v DRAWINGS FORLOCATION 8 A ,OPT. ATRIUM DOOR 1/4' = V-0' AT 22 )I ; LAYOUT IW = 1•-P AT I I' X 17' LAYOUT Z O a r a J 1- a d 0 a dJ o Q o tL SHEET ND: FL 1.1.1 FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGEIK)USE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) (AVER 1/7 GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZOMAL SURFACES SHALL BE PROTECTED WITH ONE (t (AVER Sl8' TYPE "X' GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 13�8^SOLID CORE DOOR OR APPROVED MINUTE RATED ODOR BENEATH STAIRS AND LANDINGS. t/2" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS e ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30^X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS (ADDER, VERIFY LOCATION AND SRE WITH 426 TRUSSES 1/P'X84'SUE 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TU83HOWER COM80 18 SUDE4N ELECTRICAL RANGE W/HOOD AND MICRO ASV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS x CM + W J i O I Q ISSUE DATE: 111 { 1 { 05.03.2022 FOR 0\\I VIEW LOT 6 " �' •� �' ' • Q ♦ s s ♦♦,�♦I'�f, ,.• �i _� ® are the { { r!Y Of $tarlghi and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from p nna a wr. the buider. 0 2022 Starligtd Homes LAST REVISION BED 2 OWNER'S BED 4 m LAST SAVED BY: q0lQFL0OR EK PL — _ _ — — _ , R. rlr. _ YMT • U 4 P....._._ ENTRY FAMILY RM m O Y ` m m V _ MAINTAIN MIN. i _.. 17R Q S' - 7 13W V-S' HEIGHT AT FRONT F . i OF WATER CLOSET ---------------- BUILDING SECTION'A' z 1 1FC' 1'-S• AT 2ZlCW LAYOUT lie• .1'-0' AT 11' X iT LAYOUT W U) 0 aOLU J Q SHEET NO: FL 4.1 C ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER HEIGHT AS NOTED E4 S•SOLDIERCOURSE E5 ROWLOCKCOURSE E7 FYPON OR EOUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5104 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5Ns4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 18' O.C. (VINYL BOARD AND BATTEN SIDNG E18 1% FIBER CEMENT TRIM OR EQUAL, U.N.O. SIM AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS JALL WINDOWS WHOSE OPENING IS LESS THAN 24' ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST WIVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 6 Q�—= &0Qft=-f'— a"FLVAWUT — — 2ND FLOQED&FLIK Q\ —M FLOOR PL trr �([♦ 1ST F� WDW. M. — — 10n 1-4 III■I�I�I■11�3 Ilrlrl�l�lrl�i�ll A 1ST Fes. ♦ r�r,�l — �� FRONT I ELEVATION'A' 1/4' = 1'-0" AT 22'%36' LAYOUT iB' =1'-0" AT i P X 17' LAYOUT Q�-"&-n& qi-w ELM &CQ VT QEI ELOEL q�lu acmj REAR ELEVATION 'A' 2 1/4' = 1'-0' AT 22'%34' LAYOUT 1l8' =1'-0' AT 11' % 17'LAYOUT C9 N � W J � � x Q 1� ISSUE DATE:. — — 05.03.2022 FOR — — �p11111 i i tt REVIEW w ���` a +• ••... •SIONS: s � � W s s • L ` • s C e C wilgs are the LL R of StadgM C t tt t t l i 1and are not to be 5 i i i utilized for consbllction, or — Copied BI part or in whole wftut permission from the builder. 0 2022 Starlight Homes LAST REVISION LAST SAVED BY: a 0 711 Q to Z J aOUJI Q J Q W Lu Z co T U n 3 O 7 I � J LL C +— w J f PATIO Z Z F— U WP/GFI ® y H' A/C A C ISSUE DATE: 05.03.2022 FOR REVIEW -...-_ ..... — REVISIONS: WIC I � IsAtvilL..Y RM EXEC? ry It, A rv AN AS �! REQUIRED ) '� a W STATE MIDI" L BUILDING LOCAL These drawings are the property of Starlot a DISHWASHER TIV - Homes and are not to be < q m zzo K; ; DISPOSALl usizedfor construction.or copied in part or in Wi* f'/�®� r - -- — Py without permission from the buidec 112022 ? � � GFL fi't ._ KE i ',' i f fYAr MICROWAVE °•' ` ' `" � ... J SERVICE PANEL r—S -11 o _ o ® Stwrght Homes LAST REVISION I., � A / ,_,� 70 LIOHr/ . STANDARD ELECTRICAL BOX HEIGHTS �..s,.. t€ I / i ....... !{ rouaw IZL REC. PUMP © '0' 0IF REG.Y.7+f�7,.1 _SABOT VE I I SWITCH . WIC- IcrlTw / BELOW 30A ELEC \ WATER HEATER - - \ / I . 1 �:°I,�kRAGE � SERVICE PANEL PERAND BUILDERST'O'N LAST SAVED BY: me ICATIONS ECIFLOCAL AND CODES/ ELECTRIC METER / ,..\ V /. , I ....1 ......... TELEPHONE/ -_ - � EE BED {,7}�,}.� /! �. ENTRY TELEVISION SERVICE BOX is .� 30 n'.,..�,: � A 1 /''}I�L�I7ry 3\�I ct< b BED 2 I /GFI DOOR\ / OPENER 9O'��DY '� &18E C110NET WPIGH h i / \ I / x iJ. Vi _PORCH LV NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR AAC CONDENSER (NOT SHOWN) J J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS n SECOND FLOOR PLAN 'A' r, FIRST FLOOR PLAN 'A' Q 1/4' =1'-0' AT 2TX96' LAYOUT = 1'-d' AT 11' X 1T LAYOUT IW -1'-0' AT 22'X94' LAYOUT = l'-e' AT 11' X 17'LAYOUT NOTES: LEGEND: • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. • PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFG) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. OlgEll DUTFi wunooEiw lliarnFr A ® DM1E8 �Fai PIov�AOE>Esipvolp • ALL EXHAUST FANS SHALL HAVE BACKORAFT DAMPERS - FANAJGHTS IN WET/DAMP LOCATIONS SHALL BE LASLED'SUITABLE FOR WET OR DAMP LOCATIONS.' DtiDINDfALLT DYCUfTMIERDWIEN D T wV MMDIE IETNiTOfi ' T uw M t OL.MD-�WEW ® �I � �E��I� FwxwrtH Nrw.oExE.r Ilwattq U3ITFwIIiE • ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS THE {I HusswnD�Daif�xouner A aECEaWrrAwEecFxruprtrocrt� ���p NiwvnEAaEuwiE sisaaap i� ancEux+Mou�lEOlmvocnnE HAROWED�uo.nER CONTRACTOR SWILL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. t. aw �vaTamM'r IwN. w1faS fnoDF w�r>E.r • PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOOIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. • PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQURED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O faErsa ,D.uNCTior+ewt # IIACIIIP 0 E�awarcw, /vErrtTDEz�Eninq —TAT �® aseDrw.v vmHvavM ® ram�arE —Fro HDEMIIee • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOKUPWCUTOFFS - wnu.swncH EnuLorw�tva+rcaew�nw WMxlEMM • HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # a D EvAy mTMH (v 8 " 'w vuren rnsart • ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP,. AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUI: TO FIELD CONDITIONS.. - PROVIDE POWER. LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS 4 fW AY8wrtCX ELEDTIICI.EIEI FWDaEMfEwT—fNTURE ® O EtFDme fMH SHEET NO , EowvanwEgmar TEa � i r wuLecalce AND INS • PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE PROVIDE - FL 6.1 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. WALL LEGEND FULL HEIGHT FULL FLEIGFIT 2X4 WOOD STUD PARTITION 2X8 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT'.. AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGEMOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (l) LAVER 12' GYPSUM BOARD. GARAGEMDUSE SEPARATION AT fpRIZONTAL SURFACESSHALL BE PROTECTED WfTHONE 1 LAVER SAP TYPE'X' GYP" BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 13V SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 11r GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS e ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EOUIPMENT BUT NOT LESS THAN 30'X2r. FIRE RATED ACCESS AS NOTED. AT71C ACCESS LADDER, VERIFY LOCATION AND SITE WITH TRUSSES 127(54'SIZE TEMPErED SAFETY GLASS 11 IHALF WALL, HEIGHT AS NOTED 14 TUB-SHOWERCOMBO - 16 SUDE-IN ELECTRICAL. RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS LOT 7 IL L4.1 R 2 1T4' 12'4• e'•11' WALL OF ADJACENT UNIT, SEE COMPOSITE '• 63/4' 66 1/4-2 OF ADJACENT SE'WALL UNIT, E COMPOSITE _ DRAWINGS FOR LOCATION ,III I _ DRAWINGS FOR I r LOCATION 3050 SH 30505H I 1 I 'EGRESS i I I II OWNER'S I ; WIC ; I1 1 BED i LL•-1"CL� I e'-I"CLG. I I O. BA - 10'-4 Me 8'-1" CLG. 2'-4 12• I � x4c6 I C � ON I 3 io .42" 11 Sf 3'.212' S'S 12• 7 12- a � I 2466 Q 14 - - I � r� I • HVAc 6�� j C6 a n h L .j .-.- •4 i C L _ 23, To VANITY 14 BA 2 I (n `' • 8'-/" CL R WIC I W 4 4 5-10' 3'-10• I 4'-S 12' W3 12' BED 2 r-I"aG. BED 3 ' Y-1"CLG. I JI ILL •EGRESS •EGRESS SH WALL OF ADJACENT 3'-T fj 6'-4 12' 3151/2'TSH 6'3' WALL OF ADJACENT UNIT, SEE COMPOSITE 9'-11 Ire9'6 12' UNIT, SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION IW-W LOCATION 7 12 12• r,SECOND FLOOR PLAN ELEV V 1/4'.1'-0"AT22X34' LAYOUT IM'-V-0-AT 11-X ITUIYOUT VERIFY — LOCATION IN FIELD WALL OF ADJA( UNIT, SEE COM DRAWINGS FOF LOCATION LINE Of CLIPPIE s/• F-C WALL H WALL OF A UNIT, SEE I DRAWINGS LOCATION x � W J i I Q t� O`,,,1i1i1iJ �� ISSUE DATE: • � * � .03.2022 FOR . , o NS: :: 4 ' • O fiy • •W W �� RI PATIO R ,174• 9412' 10161 312' W-1012• V-7 Ire a ENT �031TE AAC r III SH 3050 SH 6068 S.G.D. II II SEE OPT. ATRIUM DOOR II I 1 I ON SHEET 1 / FL 1.10.1 I I I FAMILY RM I a-1" cLLL I T-9 ItZ 9'-912• 2'61 1 4 a i �.( �( I. .f' I-Y� I 2868 HANDICAP )CLG. 2868 ACCESS � e; Jtx41� �e •I Y I KITCHEN I I 9 m I R 16 I REF — O O ,I � I WFi _ +42' t1 I 2888 4 SLOPING , F I _ P N ° GAGE 1 ' ENTRYN I r-/"DLa I 1 SOFFIT, SEE I I a EXTERIOR ELEV SH ° 11 II II r I PORCH 0070sECT L 1'-2' 8'6• 11- 'A 7 8110• '6 1 LM(IENT WALL OF ADJ OMPOSITE e'-,' 11'-T UNIT, SEE CC DRAWINGS R FOR 1W-S' LOCATION -712- FIRST FLOOR PLAN ELEV V 14• -11' AT22X34' LAYOUT 1AT' . 1'-0• AT,1' X 17- LAYOUT • � P :• 0. WALL UNIT DRACAW'TK)N , i't a ,, Th. draw 0.4 property of Slarw Homes and are not to be 0 utilized for constnlction, or copied in part or in whole widlout permission from the builder. 0 2022 Starlight Homes LAST REVISION LAST SAVED BY: CENT WIOSITE OR SHEETNO FL 1.10 n h WALL LEGEND 1 FULL HEIGHT FILL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION. GARAGEMOUSE 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 1 LAVER 508' TYPE "X• GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE I3A1•SOLID CORE DOOR OR APPROVED 2D MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS.1/2• GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 3O'X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER. VERIFY LOCATION AND SIZE WITH TRUSSES 51/2•L54'SIZE TEMPERED SAFETYGLASS 1 HALFWALL.HEIGHTASNOTED4 II TUBSHOWEROOMBO 8SUDEaN ELECTRICAL. RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS LOT 7 OPT. ATRIUM DOOR 1/4' = 1'4r AT 22134' LAYOUT 1Ai =1'-0' AT 11• X 1T LAYOUT WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 0 ISSUE DATE: ,11111110 ��� *% 05.03.2022 FOR `�� A EVIEW ea Q ••� ••• SIGNS: v • �c*j • d • ✓�'/',,` * ,� a drawings are the 1111 PMP" of Starlight Homes and are not lobe utilized for car;Wctbn, or copied in part or in whole without permission from the builder. 0 = Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 1.10.1 n. CM ly T W t� I Q i 1 f f /� ISSUE DATE: ttttl * �� 05.03.2022 FOR ��� �'ff REVIEW i% i ®' /•_ e LOT 7 ? W Cu .' ,z +z !! s� QS ��lliiilitt t0 These drewngs are dre properly ofStaftw . Homes and are not to bX utilized for construction,Q ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part Or In whole without permission from the balder. 0 2M StadWd Homes — — — — _ _ — _ _ _ — — — 2ND FL lll�I LAST REVISION OWNER'S BED 2 m 4 BED LAST SAVED BY: — — — — — VQ FLOOR FIN JS,—iQ 1ST FL MQWJfL-AlC!k\1 W___..... .................... U - - FAMILY RM m ENTRY m i � m a + 3 MAINTAIN MIN. I RQ0'-713ldY' S'-S' HEIGHT AT FRONT OF WATER CLOSETIrv- Mir .._. 1ST FLOOR FIN. FLR... /l91 —. —. _.. T fA Z BUILDING SECTION V J H P V4" . T-0' AT 22"X34" LAYOUT lAr . l'-0" AT l l" X 1T LAYOUT a O W. �_ a SHEET NO: FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 e" SOLDIER COURSE S ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOWERED VENT, SIZE AS NOTED 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/ S/4x4 CORNER TRIM BOARD3 E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ S/4x4 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E!8 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 FALSEWOODNINYL 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 7 u� B FASCIA FRIEZE 12 FRONT ELEVATION V 1/4' = 1'-0" AT 22'X34' LAVOIJT VS" .1'-0" AT 11" X 17" LAYOUT cm J W J i x Qi F ooa i /t ISSUE DATE: 05.03.2022 FOR �� EVIEW `v► �.• Ns: LLI ����tltlll 1Y drawings are the fly ofStarlight 0 (L Homes and are not to be (� utilized for construction, or 1$T-F194@ 1 copied in hart or to whole without permission from the buider. 0 2022 Staftht Homes LAST REVISION LAST SAVED BY: REAR ELEVATION V 1/4' .1'-0" AT 22"X94' LAYOUT 1M" =1'-0' AT 11" X 17' LAYOUT SHEET NO FL 5.10 N ROOF VENT CALL. ELEV.'M' Name Area 11" RATIO AT HIGH II LOW 1/150 RATIO AT HIGH I LOW AREA 1 (446 SF 202.9610 n406.92IN, 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 11150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO It" PRODUCT SELECTED BY OWNER VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARMHN- BE USED FOR MINIMUM CALCULATED VENTS MINTER SIDE OF THE CEIUNG. REQUIRED. THE REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FEE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LAW BUILDING OFFICIAL VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE HOOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES S"A L BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET2020 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODE. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2020 FLORIDA BUILDING CODE. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SFONN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE CONTINUOUS700RROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO U TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDERS GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW 0 DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. .0 LOCATE GUTTER AND DOWNSPOUTS PER 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A MIMMUA BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE x C3 N � W J i T: Q LOT 7 ISSUE DATE: 05.03.2022 FOR ;., ```��� * /j♦ REVIEW TIGHT••, A SIONS: e O AREA i � I .� i• � •�+/ � '- 4 " &&wins are the / t l i l l l0Homes property ofstadight Ni and are not to be utilized for construction, or died In part or in whole without permission from _--- the builder. 0 2022 Starlight Hennes LAST REVISION _ - RIDGEI 'LLL111( I---. LAST SAVED BY: ROOF PLAN V 1A".IW AT 22WVLAYOUT 1fir . 1'-P AT 11" X IT LAYOUT G W U) 4 0.0 a O� O 0 FL 5.13.9 CM +— w J i --...._ x PATIO fF- LOT 7 ISSUE DATE: 05.03.2022 FOR WP/GFI Q A/C COND EA/li WP/GR REVIEW REVISIONS: Q WIC FAMILY RM OWNERS i s•T cLc \ BED ' '......`.• v ` '\ .. S'-1"CLG :: rv§:...... ......... % o FAN AS-� ititt, / p W STTATEADDPER '� -.....®\pA -.....- /• These are the � 8E LOCAL BUILDING. \ •`g��°'LCjiG /,/ W Y u CODE _ t / OR., 1 I ! �(I� . • — KITCHEN 'I kRFiHomes I DISHWASHER `I DISPOSAL property D1iliM and are not to be utilized for constructon, or copied in part or in whole without permission from PDR the .0 2022 -VP/ MIDRowAVE8 Starlight Homes LAST REVISION ........ _ HrvAc SERVICE 1� j W .,, ;-I ® I r�-.— '�, — _—' PANEL t 0 ( �{�4. ` � TO LIGHT/ © t SWITCH-- O 1�J REC. PUAP, E IFREQ. G Y LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS ro uGH' ABOVE ELEc / SWITCH�.--.---�---� SIZE ANDSERVICE NEL 4 LOCATION` - ., \ WATER HEATER / BELow '� KErLEss Wj t LIGHT IN PER BUILDERS 11 I• GARAGE ,/- ..- ATTIC SPECIFICATIONS j_- �,. AND LOCAL CODES ELECTRIC METER - � I TELEPHONE/ BED 3 .I TELEVISE BOX SERVIC ENTRY , /KEYLESS �• \ 1 /. /CEILING\ I ® ® \ BED 2 / �- Y / CFI DOOR \ OPENER �'.�� ` / m K aPNGC � � $ eASE CAeF�ET ° WPMR � \ \ I T X N z s PORC LLJ HB a O NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT MOWN J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'M' FIRST FLOOR PLAN 'M' OVER BATH CABINETS OVER KITCHEN CABINETS n n Q lift/4' 1'-D• AT 22'X94' LAYOUT :1'-D' AT I I' X 1T LAYOUT 1/4' = 1'-0' AT 22'X94 LAVOIJr =1'•7 AT 11' X 1T LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT"INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 DlrmExCunEr ® cHLEs ¢ ��� CEAND FAN CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. av�'°" ' An�P^00F 0q0 IXOU^tT LgNTFanA1E PuweurroNewnCN (PfIDVOEAOEpNIESIPPONI) - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FANrLGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SIATABLE FOR WET OR DAMP LOCATIONS.' �,� DAOUWPFAMTCg W4V1Ew UPTeA ° IXOU 'r ,}� HOYWRM0E'IECIOn IY wAu-rAoiArteo wcANOE:scErtt ® LpHi FIXIWE � CEI M FM WAN WCANDESCEW LaNTFFnuIE • ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SILL BE ENGINEERED BY OTHERS THE wuFtwrtcH®wxacaunET a � AECEsseD Wrwr4EscENrLaNrFInAIE � pADVOEADEgNTE s11PPONl) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. 1I' asovaTaut�t• R� v�AF�CNWgOFULEI)WnUAE mwieArlEar - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MELTING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 NDNFaA�DAs¢noxawl Q E10MIRTFAN(rEMroE%iENOFp © nlWw AT �� oAsstlwLrwrtx vKVE - - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFQ AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® 1EIEPNOrE 'fro NCBEBBB - ELECTRICAL CON TOR TO PROVIDE REQUIRED DIRECT HOOK41PS1Cl7r0FFS. volt giy EIDNUBTFANAAiRCC1BFNTCN ryEMTOIXIEIIgRi ©y • HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES. A/C UNITS. ELECTRICAL PANELS, SANITARY SI1MP PITS. DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. • • TWE AY AWITCII +A Fo1AFwAr � ® FUAJIESLB�TLAiI1TFFAUIE a EIECTFL�IEf1 �My��81L00Uf SHEET No. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS PW,�K'N , LowvoLTADE CUXEr � i Dt3oanlECTawna — WA SCONCE - TALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE PROVIDE AND INS AND FL 6.10 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING- TYPICAL - SLOPE GARAGE FLOOR 118' PER FOOT TO GARAGE DOOR OPEMNG - VERIFY CURB CUT SLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SWILL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING REFER TO SOILS REPORT FOR ANY SPECIFIC RECUREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO WARD SURFACES. 7 31r MAX AT INSWING DOORS - TYP STOOP AT INSWINGSLIDER DOORS: 36• DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3' DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE RECIARED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 1UNE OF SLAB ABOVE F2 ILINE OF FRAMED WALL ABOVE FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS 9V 1@• d�W O u " PATIO SLAB 4-11 MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE UNDER ALL LOAD IBEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CONCRETE. .......... ARAGE SLAB REINFORCE PER LOCAL -- :F2f CODE AND ENGINEERS —. SPECIFICATIONS i O " ry 10•-r 8 -T S' CURB AT EXTERIOR w� GARAGE WALLS. SEE a STRUCTURAL 4 " Fl '-71/2' 11'•T 1'-71 e'-1' 19'$' a Y 7 a ,x PORCH SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 7 UC 0SLAB PLANS' 1/4• : 1'-0' AT 2')Z LAYOUT 1B" = 1'-0• AT 11• X 17- LAYOUT ``,e�llnrilll, :VNO" •••• • 01 v • 6 t �s j ISSUE DATE: J 05.03.2022 FOR l ` " VMwsdmwkVsarethe Hout and to be utilized for consf Ction, Or copied in part or in whole Wkt)out permission hm Mulder. 0 = Startwlbmes LAST REVISION LAST SAVED BY: WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN T� BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 7 HOUSE TO GARAGE FIRE SEPARATION, GARAGUIOUSE SEPARATION AT VERRCAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER Vr GYPSUM BOARD. GARAGEAIOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 7 LAYER SW TYPE "X" GYPSUM BOARD 2 HOME GARAGE DOOR SEPARATION. PROVIDE 13A1• SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 9 BENEATH STAIRS AND LANDINGS. 1/r GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'X2r. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH BUSSES (25129W'SIZE EMPERED SAFETY GLASS 11 HALF WALL, NEIGHT AS NOTED 14 TUBSHOWERCOMBO 18 SUDE4N ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS • 1 R L 4. it 19'4• m WALL OF ADJACENT e••11• Ire• WALL OF ADJACENT WALL OF ADJACENT UNIT, SEE COMPOSITE 6'-2 3/4" 61•0 1q" UNIT, SEE COMPOSITE UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION I I ,1 DRAWINGS FOR LOCATION DRAWINGS FOR LOCATION 411 ago SM s�o b III I EGRESS I I II 1 WICK ; OWNER'S II I Z.' I ' BED I 1 , I I I O. BA I o_ C i Y'd 1/2' 10'd 1!Y a I � 2466 I 71/C 5'41/r s'•21/1' ON a 11 a42' 2466 �:A /r 1 1 n J „ I a VAN BA 2 "— 241/r r 1" CLG " I KWIC 4 Y 2466 _, ,.--_---_ 4 :I ur 4.4 t/r X-10" 5'•10' I BED 2 BED 3 °''1"CLQ ' I I IIL 'EGRESS, *EGRESS, 1 r•to' r-r r.1o• r-1o• ' WALLMPOSIS ` WALL OF ADJACENT C,OAD DRAWINGS FOR 10'e• 9'4' TE -- UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 1w-r 11:7w 71 LOCATION r, SECOND FLOOR PLAN ELEV 'B' t/4'. 1•-0" AT Y2'X3P LAYOUT U6" a 1'-(r AT IV X 17- LAYOUT R PATIO In, 10.0" 4'a 12' a•-10 1I -� II 6aea GD. II x CD J i I Q coo ISSUE DATE: 05.03.2022 FOR ```1111111111/ '� REVIEW V j Q • to •• b aet do m I,* - ® • In L C 10 �.i �a FAMILY RM' w-+• CLG. 12' . 9'-91/r V-9 In" 3'4+2" p zees HANDICAP ACCESS - I° KITCHEN 16 L I I REF a _ O ° VA1 tr-r GARAGE N 0 SOFFIT, SEE EXTERIOR ELEV $--tj V*l Ra drawings are the 11property of Starlight Homes and are not to be Utilized for construction, or copied in part or in whole without permission from the builder. 0 2022 Starlight Horses LAST REVISION LINE LAST SAVED BY: CUPPED CLG a ./• 6-4• O) m X Z J a a. O O Q LL J I H 2'-1 t/r L 3.4• r-SIM" l L. PORCH ...... — r,-�--- 8070SECTIONAL WALL OF ADJACENT WALL ADJACENT UNIT, SEE COMPOSITE I UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION DRAWINGS FOR 19'4' LOCATION 71/r Tire r,FIRST FLOOR PLAN ELEV'B' L:l 1l4' 1'-0' AT 2rX34' LAYOUT IS"- 1'Ar AT 11' X 1r LAYOUT SHEET NO FL 1.2 x CM + W J f Q IH COO ►►►III11J ISSUE DATE: *195.03.2022 l' FOR VIEW ,��T�.......� • • �� . i1 NS: .., • M • ` -' Ia u* ; v .� r LOT 8 F~ � '• • ' W•� I� f ,z 72 sj�� S� �5 f 0 0 i l i ► ► nrovemd �� the Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER CIwhole part Of In W copied Without permission from the builder. 0 2022 Staftht Homes FL4oR�tir. _ ___ _—_ LAST REVISION BED 2 OWNER'S BED 4 m LAST SAVED BY: FtL<XPLHT. _ WOWS AT END— — — ttVll�l — — — — — — UNIT Nnlntw i ENTRY FAMILY RM MAINTAIN ANK W-W HEIGHT AT FRONT ............. . . i OF WATER CLOSET /w BUILDING SECTION 'B' o 111-�7AT@!,Gila'LAYOUT VS--T-WAT 11-X 17- LAYOUT J CL V A\ O �� Q Lu SHEET NO FL 4.2 0) O) T co N 0 z U .J ROOF VENT CALL. ELEV. 'B' Nema A� 1/J00 RATIO AT HIGH 8 LOW 1/150 RATIO AT HIGH 8 LOW AREA 1 . SF 202.08. 605.021n0 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SWILL VERIFY THE AS AN ALTERNATE TO THE 11150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO It" PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I•PERM INSTALLED ON THE WARMdN• BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE COUNG. REQUIRED. THE REQUIRED VrNn ATION SHALL BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOTOBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQURED BY TIE OWNER VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REWIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SWILL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET 2020 (AS ALLOWED BY THE STRUCTURAL ENGINEER)TO ALLOW FLORIDA BUILDING CODE. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2020 FLORIDA BUILDING CODE. FLOORS, CANTILEVERED DEOOWAnVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE CONTINUOUS2•CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2• CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO 0 TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDERS GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW 0 DASHED LINES INDICATE WALL BELOW. PRIOR TO FABR rATIONS. 0 LOCATE GUTTER AND DOWNSPOUTS PER 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A M NIMUMI BUILDER AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN FUDGE �I L. r, ROOF PLANS' 1/d'=T-O• AT 22'1CRa•LAYOUi 1Lr= 1•.w AT 11• x 17_ LAYOUT s C +- W a %% of t' ISSUE DATE: `%% 3.2022 FOR IEW • : ((� C g Cv :v C .. ... z �� •••' '� -a _ tills if t / 11 se drawings are the Pin➢ of Stadlght Homes and are not to be utilized forconshuctiim, or copied in par[ or n whole without permission from the budder. 0 = Sta W Homes LAST REVISION LAST SAVED BY: 1 0) - W N d 0.O 0 SHEET NO: FL 5.13.1 C3 +— w i.�. i LOT 8 PATIO WP/GFI � A. COND. G Ii9 i AA6 ISSUE DATE: WP/M 05-03.2022 FOR — \ REVIEW a WIC ? ► REVISIONS: FAMILY RM fOWNER'S BED 3'-,'QLG. Ct ry n . ............---' T, ' °- AN AS h \ s•� h REQUIRED PER \ - STATE V)•'[SA -. , AND LOCAL BUILDING �•\ ' \ • These drawings are the -- A € DISHWASHER ,..--• •� .- Property of Stark* Homes and are not to be. .; f Iy T DISPOSAL KITCHEN \ L `' roupieeddinWconowwhole s3 my K wftut permissionthe builder. 0 202P from MICROWAVE i B.7 CCQ. Stadjdllt HOlneS LAST REVISION o SERVICE I _ § 1 . PANEL �` , • _.. _ u REC. PUMP © To LIGHT/ STANDARD ELECTRICAL BOX HEIGHTS I BwiraH/ }�`.. KEYLESS �� ) IN SWITCH.. 30A. ELEc. / ABOVE_ \ WATER HEATER / -� ,::. GARAGE / I / SERVICE PANEL PER BUILDERS LOCATION LAST SAVED BY: �g Tnc T i SPECIFICATIONS AND LOCAL CODES ..... A...... ELECTRIC METER /I \\ •'--LEI ii- �/ // •= KEYLESS \. TELEPHONEJ TELEVISION SERVICE BOX 3 BEDs �' s �j'� ENTRY `. E'-q CLfr. $ ® ® \ I /CEILING\ \ BED 2 I orE� \\ I Y // / A 3 9P1110N VNtl1Y � ;� S 618EGENET a GEIIET I/ \ V � (n o , r ORCH ^ z —.— ---- a He aO NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A!C CONDENSER (NOT SHOWN) J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES F= OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'B' FIRST FLOOR PLAN 'B' Q r, iW = 1'-(r AT 22')MC LAYOUT : 1'A- AT 11' X 17"LAYOUT Ile = 1'-Ir AT 2213C LAYOUT = 1'4r AT I V X 1T LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. • PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL pplp�gpl� ® fJINEB �- CELNGMOWIEDNGN]ENEM CELWFN1 CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Nam•° wEAT�EnEaoaF aFl ouNExarnEr L.o FrcnS+E PwBBVTld161vrtcH IFAOVOEMEOWITESL"ORT) - ALL EXHAUST FANS SHALL HAVE BACKDRAFf DAMPERS. diOtfM)F•U.TGRCUITNlEPH1YlEA 10V eA101� WNL MDIIIlIEI NGNJFSCENT ® - FANrUGHTS IN WETDAMP LOCATIONS SHALLBE LABLED'SUITABLE FOR WETOR DAMP LOCATIONS.' CI.VIE%CUPIET LSartFFnunE Cdf1EClEDW/BI�TTERT CEl1NfiFMWfIHNWQE9CENP LLartFxl� • ELECTRICAL SYSTEMS ARE SOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE �Wf-aY11C�EDpIPLE[OUtIEf Ii� XECE89EDNGMESCEwf L•Lif FEfTRF ��,� RMvOEMEIXNTE &iPORTI CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. *"w zwvaT°unaT � N�FI�. vFaaNO Mo DtEIFtt1uE ® IWtlMINWA•p MIE0. wiS�Tlea • PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O �NFaeCEUaINCTIONB�( Q E%WWBT FIW (VENT TOE%iRipR) TE111.pgT•T F� MSSUPPLY WIIH VALVE - PROVIDE AND INSTALL GROUND FAULT ORCUIT-INTERRUPTERS (GFl) AS REQUIRED BY NATIONAL ELECTRICAL OWE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. $ wAuawrta� # EpMUSTFANLpXTWABFNTION ® 1F181oE b � • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-URSICUTOFFS. ryE.rTOFstowipy • HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # • nNEE.wAvswnai • 8 w +KYMT9i sTUBOUf ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES. UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 1 t� FawwArH ® FLU0 �5CENTLgHTFIXT RE ELEcmowElEA SHEET NO DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTIMRS t , LQYMOLTALIE OUAET v ElEC1RG FANEI. ,Ey ♦ U6WNIEC, eWrtCN wALLBCCNCE wWnENNEmu FL 6.2 INS - PROVIDE AND INSTALL LOCALLY CERTIFEO SMOTE DETECTORS AND CO2 DETECTORS. UNITS Ml1ST BE .HARDWIRED, INTERCONNECTED AND -PROVIDE BATTERY BACKUP. GENERAL FOUNDATION NOTES: I - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING- TYPICAL • SLOPE GARAGE FLOOR US' PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCIOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. • FINISH GRADE SKULL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REOUAREMENTS. • REFER TO STRUCTURAL DRAWINGS FOR HOIDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. • VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 31C MAX AT INSWING DOORS. • TYP STOOP AT INSWING/SLIDER DOORS: 36' DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3' DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE FOUNDATION WIDENS — AT SITE SPECIFIC CONDITIONS LOT 9 1W-r 9-410 10'-0' 312" O PATIO SLAB a' MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES j ARE DIMENSIONED TO CENTER LINE. I( '4 VERIFY ALL GRADE I NOTE: LOCATED GRADE BEAM LOCATIONS I UNDER ALLLOAD PRIOR TO POURING BEARING WALLS OF CONCRETE. i - - -_-r 1re 11'-10 IrrWH 4 , GARAGE SLAB 91 REINFORCE PER LOCAL. !—FF2 CODE AND ENGINEERS C SPECIFICATIONS W .....__.__ n O Nl 4 6'-r ,a-r 6- 6' CURB AT EXTERIOR a GARAGE WALLS, SEE 4 ? STRUCTURAL PORCH SLAB ,•2 6-0 11' 6'-e' REINFORCE PER LOCAL e'-1' 1-410 11'4- 1'-71/ CODE AND ENGINEER'S 19,9• SPECIFICATIONS 7 1/2' SLAB PLAN 'O' VC 711-0' AT 22'X34' LAYOUT IA,' = 1'-0• AT I I' X 1r LAYOUT ISSUE DATE: iii10! 3t 05.03.2022 F `®iRFViFW i Qf • • • .W Lis t• • t P- drawnps area i� lltilrfill Homes anof ot and are to be utilized to consbuction, or copied in part or in whole without permission from the builder. 0 2022 Sta ftht Homes LAST REVISION LAST SAVED BY: 1 0 VL 0 W 4 J a a0 m J J Q N SHEETNO FL 0.1.11 0) T U J J L ,- e� O Z U .I J LL s � N W J i � x Q F-r ISSUE DATE: 3.2022 FOR VIEW ONS: LOT 9 • 4 ,2 ,2 -♦'FO I/////t11i1 1 These drawkWarethe property of Stadght Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for ConstnIctlon, or Copied in part or In whole wehout permission from the bwMer. 0 2022 — — — Sta Ot Homes — — — — — — — — — — — — — 2ND FL ll W LAST REVISION OWNER'S BED 2 m 4 BED LAST SAVED BY: i 4 r ENTRY — — � m FAMILY RM ' 3 MAINTAIN fAN. 17RQU•-713137 6'4S" HEIGHT AT FRONT — — 1SI.EL44R FjN. FtR._/1 T BUILDING SECTION'O' y W O 151=T-0"AT 2;Z LAYOUT 1V=1Ar AT11"XiPLAYOUT JLu U a SHEETNO: FL 4.12 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 ED 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 13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 18' O.C. (VINYL BOARD AND BATTEN SIDING) E78 1X FIBER CEMENT TRM OR EQUAL. U.N.O. SIZE AS NOTED E17 IFALSE WOOD/VINYL SHURERS. TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN W ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72' ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL RIGHT ELEVATION 'O' 1/4 =1'-0" AT 22'XW LAYOUT LB' .1'4r AT 11' X 1T LAYOUT LOT 9 x C3 ay T W J i x Q H ISSUE DATE: A 06.03.2022 FOR oj 3 /® REVIEW •• I L a SIONS: o n : Lt a .flit 161---Nw 111 1sT FLOOR Fla FLR. & M-3 drawings are the '0 property of Sta ftht V Homes and are not to be utilized for constriction, or copied in part or in whole without permission from the builder. 0 2022 Stadfght Homes LAST REVISION LAST SAVED BY: 1 xr b z tl) 0.0 Q W SHEET NO FL 5.12 x CM N W J i O I i PATIO Z ISSUE DATE: 05.03.2022 FOR m WP/GFI� LOT 9 o A/CCOND. anc IjB wvroFI REVIEW - -- -_-. - --- wic REVISIONS: FAMILY RM e BED \ ( 8"-i"CLG. k ry TV FAN ASjA REQUIREDPERSTATE ANDThose R Y - LOCAL CCODDE BUILDINGG ' ' " 1 / i /. GFI KITCHEN I DISHWASHER DlsPosAL drawhgs are the property Of Sit Homes and are not to be utizedtorconstmction,or copied in part or in whole t ee Q) 4g ro 5 gg WiS / .. // ®` f{ 2, /• l/ ' �•® r' } / —' E'Drl'' \ without permission from the bolder. a 21)22 s 8 % MICROWAVE Sta ftht Homes § ` _, � ` �� I 1 I G . ` - > ', SERVICE PANEL LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS ... i I CLG...SWITCH.r TO LIGHT/ -- SWITCH nt I J .--""""--- -- eELow KEYLESS VtIIG t SERVICE PANEL SIZE AND LOCATION ( TO UGHT/ � REC. Pump. r IF REo• ° Z 3M. ELEC. WATER HEATER / LAST SAVED BY: // • ` �y LIGM IN �) I' GARAGE wAu cA __ i _ S/d ATTIC ! _ SPECIFICATIONS AND LOCAL CODES / ELECTRIC METER I \ / •I-—"—.��\ Cc TELETELE!PHONE/ 1 /KEYLESS \ a BED 3 SERV CEE BO% ENTRY- 1 8'-1"CLG. \ BED 2 �} I - .I /GFfDooR � OPENER m / \ I S ___......._-._._�.. V� 4 w 1+vuivAnm• € aAsec�enET _ WP/OFl \ Z PORC�All // a z LLI UL HS o. O SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'O' NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) FIRST FLOOR PLAN ION , J OVER BATH CABINETS OVER KITCHEN CABINETS n NQ L/ 1/4' = i'-e' AT 22'X34' LAYOUT 1'-e' AT i t' % 77'LAYOUT , I/ =1'- AT 22;)O LAYOUT =1'-D' AT 11' X 1T UYOUf NOTES: LEGEND: • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. • PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTSOF ALL GOVERNING CODES pylr:xgrneT a1R41 wFATc�NxwTttT ® cw,�s eeLw6�nlMnen McuoFacL"r LGIITFXII/IE vuweVrtoV ewrtai °tvw3 FAM (ggrpEApEpyTTEgLpFapn • ALL EXHAUST FANS SHILL HAVE BACKDRAFT DAMPERS. �� GIgUOFM1LTCgCtpT-wlEq@RhTi iavewna[aETECTOS {(� WALL MIdM1ED WAroEacEHr ® NAN[IWPEDAN)RAEiF - FAWLIGHTS IN WET/DAMP LOCATIONS SHILL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS' ° «° i '�" u TFKRW ca c*wwleA*1wr gAq(.W cFcwo FAr�wm1wuraEecErrt LI FIXTUIE • ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE {) '8WR0 D 0 %OUST on�rwroeecenruart FaTurw � � LM D MF� wu+vxPw Irne0. "4 Ao[ n SLPPCRT1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. * n" MD T ° T � p�pp ® — anD WISAt,Lar - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES Q OaAuerFAx '—® Loa amFLrwm�vuve - rrtHrroF%TsnioRl TnuosTAT O sawFauAlHCT�o/iecat • PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REOUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # wAu awrtcH eouueT FAxapHrcaewATon ® TEIEPogNE �ro '� • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT.HOOK-UPSCUTOFFS ryexr roF.xlMnonl ® vw - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. • #a Tie-wArewnw 8 E�TACMETEn T��g� SHEET NO: ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUP PITS, i FLU011E817eNTLAMFO(1wE DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. } FouwwAr avmc�i ® FO • PROVIDE POWER, LIGHT AND SWITCH AS REOUIRED R ATTIC FURNACE PER CODE AND MANUFACTURER'S v e�cmp FAAB wwrra YIBTRUCTp6. , LONVOLTMiE w11eT TaH/AS BYSTp1 ♦ pTq,M� 71 wAuscaT� • PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS ANDCC2DETECTORS. UNITS MUS'T - FL 6.12 HARDWIRED. INTERCONNECTED AND PROVIDE BATTERY BACIQIP. ft IATtLOTBL0T9 Not, 179'-e" ,? 10'-0' 9'-,' S 12' I 12' 10'-0• 9'-0 12' I 12' 10'-0' 9'•1' 51 I 9'6 12' 10'-7-1 0' S 12^ i ,2• 9'-t' 10'-0' 512^ 1 12' 1 I I I wl I • �+ •• I I I � �1 '2 1 I �+ o I I iL 0 1 I • # I m �� I i �N m I �W 1 14• 4 a N I PATIO SLAB I w 0 a •' 4 I PATIO SLAB w 0 ' I ' ' '•.. PATIO SLAB PATIO SLAB PATIO SLA� I ++rot PLAN 1386 I I PLAN 1386 PLAN 1386 I LOT 2 � PLAN 1386 � LOT 4 � PLAN LOT 1 I ELEV LR I LOT 3 I ELEV J I LOT + j I Lh 1 I I I I I ELEV NR I� I ELEV KR ELEI I IGp I I � 1 �-: 10'-7 /2' 12' � 10'-7 12' 10'-T N g 1 10'-7 12' 9 1f • - I _ � 6 _ 72' 10'-7 72' 1 .: I GARAGE � GARAGE SLAB(�---_--- � SLAB GARAGE � GARAGE >r , � r GARAGE ; I SLAB SLAB SLAB 1� � W W Q I m 4 w� , I yy I N iu I I N N i 1 I N I I I I'll 1 1 I Irlw a• -a• raln• n^ a•-0• I r•a- s•<• ra,rz- 1r aw• I r-r 9••n• ralrr ,r 9w• I e•-0• n• e•-s• re• I a•-0• rate- e•<. ,'-772' - 19'<12' 1012' I 19'-1' 1012' t 16'-11' ,0 ,2' 1 1072' 19'•1" 512' I 10 ,2' 16'-11' 5 12' 12' S 72' 712' S12' 12' 12' SLAB PERIMETER PLAN 9—PLEX ifd• = 1'-0' AT 7IX34' UYOItr 1B' . 1'-0' AT tt- X IT UYOUT + W J i x Q fi— ISSUE DATE: 0 + 5.03.2022 FOR IEW •� NS: w 4 a s Cu s ••' cis are the Of starlight t Homes and are not to u*od for consMxf*n, or copied it part or in whole without permission from the bui� 0 2M Starlight Homes LAST REVISION LiLAST SAVED BY: X -771 J a V� Z r _j H w O) O Q w a m a J fD SHEET NO: A0.1 ft LOT t i LOT 2 i LOT 8 i LOT / ro� 4 I I I BUILDING Imo'/ ��i1N111 612' I 12' 9'-1" S12' I 1/Y 10'-0' 9'-012' I 12" 9'•1' 10'-0" 512' 1 12' 10'-0" 9'-012' 1 1rz" 9'-1' 10'-0' 312' ,yam •b• •• 4 1 I l m ATIO SLAB PATIO SLAB •� I I I I I .......• ' PATIO SLAB PATIO SLAB I I PATIO SLAB �, VIA I a / ///sicllllt I ._..._ — r, 19'd 12' I � i PLAN 1386 i I PLAN 1386 PLAN PLAN 1386 � LOT 8 � PLAN 1386 I LOT 5 I I ELEV AR I LOT 7 I ELEV BR ( LOT 9 I 1 I I 1 I I ELEV M 1 ( � I ELEV M I r I ELEV O w 1 w w G�. I ,, I I v-0• 1rs• `•a^ n•-5• rs 1- r-0• nvlrz' 5 b 10'-712' 10'-712' I _ I trr� 1o•atrz' 1 I I 1rz;� 1oalrr for `rt ��t GARAGE GARAGE SLAB m SLAB � GARAGE GARAGE � GARAGE � SLAB I R � a � `� SLAB W SLAB W �l w 4 4 I � /, 1 I �, Ol 4 i ,� Ol Q I ,f i I 1 a I I i I a 1 a a I I a a I x Cm J i � x t— //J UE DATE: /0�. 8 2022 FOR •• JEW NS: • 412 177 These drawings areal* property of Starlot Homes and are not to be 01 utilized for construction, or ( ) copied in part or in whole without permission from the builder. 0 2022 Stadrght Home LAST REVISION LAST SAVED BY:ICTI W J a a i< J tu Cy O Q W a m IL L J dL � A01.1 IL I L ET 0) T h O Z d W Q: 0) = M m n v ci ZZ D L LL PLAN 1386 i PLAN 1386 i PLAN 1386 i PLAN 1386 LOT 1 LOT 2 LOT 3 LOT 4 ELEV NR I ELEV LR ELEV KR ( ELEV J FRONT ELEVATION 9-PLEX t/4'.1'-0'AT 7IICM'UYOUr i.B'=T-O"AT 11'%17-LAYOUT i CM W yore J � 0 i � x Q ►Illli ISSUE DATE: .05.03.2022 FOR P. . • Ions: uj : : w tMqQ drawitarli* �tttt `t m i Hanes and are not to be 1 I III I utilized for corstn,ctlon, or I vteu �1 ICI I copied in part or in whole O without permission from I III 1 I the buider. 0 2022 1 hl 1 Starlight Homes 1 IIIII 1 I UI I III t Iill I I LAST REVISION t ' I I LAST SAVED BY: PLAN 1386 LOT 5 1 1 ELEV M I I X J a x Ch W M —� o �0 a W Q -.1 W SHEET Q. A5.1 PLAN 13861 1 i PLAN 1386 i PLAN 1386 i PLAN 1386 i PLAN 1386 LOT 5 i LOT 6 LOT 7 LOT 8 I LOT 9 ELEV M ELEV AR ELEV M ELEV BR ELEV O ,� FRONT ELEVATION 9-PLEX lW = 1'4r AT 22')CW LAYOUT lM" = 1'-TAT 11' X iT LAYOUf r: - s 'e + J6`a �9 w) •Ilap Hoam and are not to be aCl CORN BEYOn % Sri, !! VrW I I I + W T/ OT T OT LoT a LOT T i LOT e i— 9 J i I 1 I Q BUILDING KEY too ISSUE DATE: 05-032022 FOR EVIEW ` ' a SIONS: CC ,.• .y E T w S r _ tu y i w �' 7• s-Awe(� s ! � ••• ((Ca�� V I 1 I I I I =1LLft •• <. I; I I I I ''' ...• III IIIII 1111 I 114 I IIIII ''�� �� a drewngs BM Ule J LL I �s� Starlight of III 1 1 III L.—WALL-wAu IIIII C �.wALL I III I� COR-WALL 1 lil OOP WALL Homes are not be i l 1 IIII BeroND IIII BEYOND 1111 BEYOND IIII BEYOND wed for cons NCtion, or III 1 IIIII IIIII IIIII IIII! Capied in part or in whole III 1 IIIII IIIII IIIII IIIII wiltioul permission from III IIIII IIIII IIIII IIIII the builder. 0 2022 1 11 1 IIIII IIIII IIII IIII Starlight Homes IIII 1 IIIII IIIII IIIII IIIII LAST REVISION _. _ — .... - r ❑ ❑ ---- :I -- LAST SAVED BY: W a X o> W N N PLAN 1386 i PLAN 1386 i PLAN 1386 i PLAN 1386 i PLAN 1386 J �"� Z I i LOT 5 I LOT 4 I LOT 3 I LOT 2 I LOT 1 �' o J a ELEV M ELEV J ELEV KR I ELEV LR ELEV NR Q J w REAR ELEVATION 9-PLEX 1l4' 1'0' AT?2'X34' UVOUf 1JB' . 1'-0' AT 11' X 1T UVOUT s �► �.• : 4 VISIONS: r W I I I I I I • �i I fill * 0! These drawkW are the 1 property of Starlight h Homes and are not to be l 1141 III IIIII I lh l I PI IIIII IIIII I 1 114 t IIIII utilized for construction, or COR-WALL IIII MR-111 IIII L COR-WALL COR-WALL —J I I I 1 III 1�— Opq.WALL copied in part or in whole AIL— II BEYOND III) BEYOND IIII BEYOND BEYOND 11�11 1 IIII BEYOND without permission trom III IIIII IIIII IIIII IIIII the builder. 0 2022 it I I lil I I lil I I I I I 1 1 I ICI I Starlight Homes III IIIII III I1�11 III IIIII II III IIIII IIIII IIII IIII IIIII IIIII 1 I III 1 1 IIIII I111 IIII I Ifill LAST REVISION _ El D7 . . ...... . _.. -- EE ... _1 �. -- - — LAST SAVED BY: Lt— -,__ I-- _.-..- PLAN 1386 ' PLAN 1386 ' PLAN 1386 ' PLAN 1386 ' 1 PLAN 1386 ' LOT 9 I LOT 8 I LOT 7 i LOT 6 I 1 LOT 5 ELEV O ELEV BR I ELEV M ELEV AR I I ELEV M REAR ELEVATION 9-PLEX IW� 1'-0' AT 2T'X3•' LAYOUT UB' - V-0' AT 11' X 1T LAYOUT SHEET NO. A5.1.3 M _C0 CM r`e 6 J LL. O) 0) T N Z _d J L. Cz # 00(-T i —7 LOTS —9 O I 1 ISSUE DATE: 1 I I I 1 I zl I t� 05.03.2022 FOR //> REVIEW `,�11�1111/ i FIRE BLOCgNG ATEAVEs I TYP. FIRE RETARDENf lk NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. 4W I 4:,0- PLYWOOD MN 4'-W EACH SIDE OF I I `�,, 1 I ` SIGNS: TENANT SEPARATION •••••..• 1 • • NO ATTIC VENTING OROPENII I I I SOFFIT TO BE I R I •. • •� -� •• FW4OWOOMSUSTIBLE SOFFIT. 2020 FLORIDA BUILDING I I OODE-RESIDENTIAL I I 1 I !L ~ SECTION R90222 i• 1 Y I I I W ---.--�---_-- �'.t� r ✓ '/.I . .._'-_ ......, ... I r, 'a � -'r�-- - - -_-_--'---- - �-r�r. r ;' 'I ',� i /✓ ✓ >I L-------- '�� ._-... -- .. -lL`�.t � ✓�/ •..N •• - �... 1 ✓'�u�i' ','I 1 i ,.,.�� r � ,. ✓ I 'i r�r { I r✓,� r �� (' I, '✓ ✓ ��` %I l �'% r 'I I,/�,' r,1,� ;I I '✓Y ,� Y 1'; // P edrewYlgsarethe y I, i k ,-i r � ; ,I h',', J ',I I ' %dG 1 �✓ r,' ' .,/ >►ft reperyofStadight Homes and are not to be � ✓� 'I 1 i � I''�r ,1 //,;. Y rx�. ' I I ',(, utilized for construction, or F, ✓ copied n or in whole , "� ' Y without permission Imm I ✓`i [ . , J r,','� I, r I I, the beider.12022 Starlight Homes --- - ;1 dLr ,1 I` r ✓ � ',I I � _ 1 P 9 �� I C e. r,,,,, r:k � l , Y , ,,�(� , ,',',j �,� ✓' � ,,r f X ,'I ,=�xlx ✓ ✓, F '�'x ✓�✓,, ;��� I ° I ,� �� - LAST REVISION r , LAST SAVED BY: f ✓ i ;' -' �Y ,� ' I G I r _ 01 r 7 ems." 1Fu — 1 -s j%J` C ✓ ! h ,t/ ✓ ✓l I t I., r II ., [.y. ,„'..-.... '. ✓ , .I ._..1, �.; i - 6:12 is I': ' ^'S'.,�.i ',✓, '',1 ': f ar... 'r I ✓ ✓ 1 4�" ;" ✓KU:' ' '. .. , ' PLYWOOD CRICKET ,I +' _r..,,!. i f✓ PLVWOOO CRICKET ' r r 1.� 1V r xl — PLYWOOD CRICIIETT ., I ` ' xI> �,r, r,'�-'C}—..PLVWOODCRrK=T r T=" r ' , • , �. PER BUILDER - _ *�.A ! PER BUILDER - y -PER BULDER r✓ �f.^y-r;;l PER BUILDER Lu , 1 r ;' l ✓'✓ I �I I' q I I '( rXr/ I 4,. I' O. Of 1 r ' I; �; ,�,I I r�'i✓tr �i r Iy r; �, r r ', ,,rl 'i' I f F- I A K I; I: (� {� I kl ,1 1 f � �' ,I Y / I ' � t J �,' ✓ Qi LL O • P � x r '+ r �rr 'I I'i'C.' 1 ;I /�12 I, ✓ ,� '1 � r� i 1; I ✓5:12 r l r t I I Y 5_ 12 512 A >- �-:------ ..t�r...lr14 . _---=-._..k -.L1..� / %•I ��,/ ,r 1; '�sr�---- -, 71 r" 1 PLAN 1386 i PLAN 1386 i PLAN 1386 i PLAN 1386 i PLAN 1386 j e LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 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'XSC LAYOUT Va' . 1'-0' AT 11- X 17- LAYOUT I I I I +—w LOT1 1 LOT2 1 —3 1 LOT T T T Tr J f I I I D Q BUILDING 1 Ey 1 I I I I ISSUE DATE: I =1 I I I I I I I I FIRE BLOCKING AT EAVES I TYP. FIRE RETARDNT I , 1 I t I I / 05.03.2022 FOR NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. V-w I V-0" PLYWOOD MN d'-rcEACH SIDE OF EVIEW I 1 I 1 TENANT SEPARATION p ONS: SOFFlT TO BE NO ATTIC VENTING OR �O NONIC.OMBUSTIBLE SOFFIT I OPENINGS ALLOWED. PER •••••••• BUIUDINGI • •• 1 1 i 1 ( I I I I CODEFLORIDA SECTION R302.2.2 I I ®•. } s • V /• • • s I I I I I , ,' 77 -- - I r 'r r , , I Y r • y_ y�- 4 --------- -- } 7-7 1 Ii I Ir 4�=,TL-------- • a'k , '•1 X ' I -'I', ,' 1 I r � � 1 .zt< =,'1 f �/ , �r I 1 �r} ••...•• •• - '1 ! I%,i;' .%., x �, I, C , ) Y,'� �'v' ,1 r'';I ,I ;'G I __^^ a are Q A perry of Stadot 1 �' I' '1 ,; ;� I a Hanes and are not to be 1 I' r�� 1 Y udSzedforconsbWdDn.or 1 "i (,',`<',',' (r ) copied in pad or inwtlole , , I I I without permission from the bolder. 0 2022 I h lH 1 ,N - I tarllgM Hanes 3LJ4STREVISION , x ,I , r 'I , I , G r� P CRICKET PER BUILDER {r �' , ' 1 I';r 1 ' r LAST SAVED BY: r'fY 1 Y d' < I - IDGE91DOE I: /, : r , RID( —�� • _ < , _� ,'� � RI I '- ;--} _ , . _. _ '' 'S - , —► -_PLYWOOD CRICKET BUILDER t <, I,.' XI .r.. ,,: t , , PLYWOOD CRICID:T PER BURGER _ } te r 1 - LVWDOD CRICKET - { I PER BUILDER I ,'��<. ' PLYWOOD _ CRICKET BUILDER r _- 1 I _. -_ _PEfl _.- J a I — L i Lu 1•---- frr t I W Ca z 11 I I r; 1Y rfzI I rK ;1LL 5a2 eat - ' a ,� 5:12 a: 5:12 4,', tr ,',I (• ' Y 5:12 , . — — — — — — ,' -----.-----.--- , , — ---- —— --- ----- � / < -f. ;L.� �' -_--------�rr 1 r :�5 — s.tz -- —------------- P 1'S:12 1 I I I I I i PLAN 1386 j I PLAN 1386 I PLAN 1386 1 PLAN 1386 i PLAN 1386 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 ELEV M ELEV AR ELEV M ELEV BR ELEV O SHEET NO: ROOF PLAN 9—PLEX 1!d'=1'-0' AT 22'X34'LAYOUT 1B'. 1'-0' AT 11'% 1T LAYOUT w C•1 •C EXTERIOR CORNER SA TRIM up. (sm ELEV) V2)QSaTRI4 FILL LAP FACING INTERIOR FRONT WIRNER CORNER BOARD DETAIL —nc[-nruvr. GALVA12 NIZED TRUSS DRIP E06E Ix2 P.T. 2x4 5UB 5/4' HARDIE FASCIA FASCIA PER O.H. ELEV. REO. (SEE ELEV) F ��� VINYL SOFFIT J CHANNEL EXTERIOR FIN15H FLAT 5OFF I T DETAIL r IP ROOF 20 SOB*ELWJ PRE-MANE. FASCIATRU55 6ALVANIZED DRIP EDGE /4 SYN. W. OR Ix2 P.T.ARDIE W. TRIM EE ELEV. FOR 5/4' HARDIEXPOFJft DIMENSION) FASCIA PER ELEV. REO.CNAMBJ CIfAN aINYL SOFFIT FINISH HIP SOFFIT HARDIE nFA5GIA DETAIL D SINGLE FRIEZE W. GALVANIZED 20 SM DRIP EDGE FASCIA Ix2 P.T. PRE-MANJF. 3/4' HARDIE TR)% FASCIA Phi EXTERIOR ELEV. REQ. oH. FINISH SEE ELEV) J CHANNEL (TYPJ VINYL SOFFIT - GABLE SOFFIT HARDIE D FASCIA DETAIL GALVANIZED 20 SIB DRIP EDGE FASCIA Ix2 P.T. PRE-MANUF. 5/4' HARDIE TRUSS FASCIA PER 5/4 SYN. BD. OR ELEV. RER. HARDIE W. TRIM J CHANNEL Ox (SEE ELEV. FOR (IYP) (SEE ELEV) EXP05LRE DIMENSION) VINYL SOFFIT EXTERIOR FINISH GABLE SOFFIT HARDIE FA50IA DETAIL E SINGLE FRIEZE W. SILL PAN FLA5MNS M OWE OR JAMB SILL PR=T SEALANT SEALANT FLANGE 5LLiSwATHIw AT SILL BACKER W. DO P.T. DAM BEHIND TRIM 2x4 SILL TRIM HEATHER RESISTANT V2' GYP. &I: BARRIM 02 RREVST� BARRIER •1 BOARD AND BATTEN SIDING HALL 51LL DETAIL i 12 2 -rFc-rrvvr. GALVANIZED TRIM DRIP EDGE Ix2 P.T. J CHANNEL 5/4" HARDIE FASCIA PER O.H. 2x4 50 ELEV. REQ. (SEE 15") FASCIA VINYL SOFFIT J CHANNEL EXTERIOR FINISH RAKED 5OFF I T DETAIL WHIP ROOF 12 w�. 2x4 SIB FASCIA GALVANIZED DRIP ED6E J CIIANI� bQ P.T. 5/4 SYN. BD. OR HARDIE W. TRIM 514' HARDIE O.H. (SEE ELEV. FOR FASCIA PER (SEE ELEV) EXPOSIM DIMENSION) ELEY. REO. VINYL SOFFIT EXTERIOR J CHAtL FINISH HIP SOFFIT HARDIE KFA5CIA DETAIL SINGLE FRIEZE 50. RAKED SOFFIT NAIL FIRST PIECE AT TOP SET SECOND PIECE IN SEALANT -mac --- i i cm t N m J 3 / 0 NAIL SECOND CAP PIECE ON TOP ISSUE DATE: t %%III 08.09.19 FOR j IIAEVIEW � � U/ s 0 BOTTOM SIEATHIN6 WRAP SLIPS PAPER STEP I LNm TWO-PIECE STEP 2 FLA5HIN6 �. ►aTE TO SEAL AMM FENEIRAWA USE A TMO4%CE METAL PLATE EEDDED IN WTHA E SEM.AM. SFEATHRI I THE METAL PLATE "W LAP OVER TIE RATE AEU SHEATHIW MRAP BUM IT S MO W SLIPPED HALL PENETRATION FLA5HING DETAIL RIMEN51ON LOCATION ON FLOOR PLAN TO DRYWALL DIMENSION LOCATION ON BLAB PLAN TO SLAB EDGE IVIN6 I 6ARA15E INTERIOR WALL DRYWALL BASEBOARD 1 1/2" TO FRAME WALL GARAGE WALL DETAIL R r. W fa_- ICZ ILL i andptaT uftW for wRehaotlm or coped to pert or h whole wBlalt pemlfeeion from tlIe 61ilder. 0201(! IieIIMB LAST REVISION LAST SAVED BY: to J U) � J Q R W W c TEMPORARY TAPE ¢ TO HOLD FLAP LHMW WLAP7 5H WHINS c 9' ROUSH OFENINS WINDOW FLASHINS METHOD 'A-P A A WN OOW INSTALLER WILL OUT THE BUILDING PAPER AT A 45' ANGLE TO A „I y POINT 11' UP AND 9' OUT FROM THE IRPER CORNERS OF THE ROUSH OPENNS. B. THIS WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6. TEMPORARY TAPE TO HOLD FLAP LWUSE HRAP7 IEAD FI.A5HQI6 .LAM PLASHING HIMM FLANGE S91 FLASHING WINDOW FLASHINIB METHOD 'A -I' .5...,__ A 15TALL HEAD FLASHING. OVER THE WINDOW FLANGE. - B. EXTEND THE HEAD RiAWN6 B' BEYOND THE ROUGH OPENING ON EACH SIDE. TEMPORARY TAPE TLAP, TO HOLD FLAP J� `-HOUSE ROUSH OPENINS INSTALL FLEXIBLE INSTALL FLEXIBLE FL ASHIIN6 FLASHM GORN�9 4' AT WINDOW SILL AT WNDOW SILL SNJ.YRAP LLf1.A5HME WINDOW FLASHIN6 METHOD 'A -I' 5-STEP FROM& 2 A. INSTALL SILL FLASHING MXTENDINS 4' BEYOND THE ROUGH OPENING " ON EACH SIDE) B. INSTALL CORNER SHIELD FLASHIN6 (FASTEN WITH MOISTOP SEALANT OR EQUAL) C. INSTALL SILL WRAP 04ST COMPLETELY COVER ROUGH OPENING 51LL (INCL.UDINS CORNER SHIELDS) ZWUSE 'FLAP' WRAP7 fEAD fl.ASHRlS .HIM Ii.AS11eD SILL H.AWINS WIDOW FLANGE WINDOW FLASHING METHOD 'A -I' (� € A ALLOW THE BULOIN6 PAPER -FLAP' TO DRAPE OVER THE WAD FLASHING. TEMPORARY TAPE TO HOLD FLAP LH,„sE `RAPT SFEATMNS SEALANT BEHIND WINDOW FLANGE 115TALLAT ON. WINDOW FLANGE SILLFLAWN5 WINDOW FLASHING METHOD 'A -I' 3 A APPLY A CONTINUOUS BEAD OF SEALANT ON THE BACK 51DE OF THE WINDOW FLANSE. B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. HEATHER RESISTANT 1,1N5TRUCTION TAPE FLAP HOU5E HRAF �---HEAD f "Iw JAM RAW* WINDOW FLASHIW METHOD 'A -I' �,,....,,. A APPLY HEATHER RESISTANT TAPE OVER THE 45' ANGLE CUT ON THE BUILDIN6 PAPER B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOU5 BEAD OF SEALANT OR EXPANDABLE FOAM WINDOW FLASH I NO AND WRAP DETAILS TEMPORARY TAPE TO HOLD FLAP ZMSE 7 a 51EATIiIN6 JAM RA51RN6 � `,►►►►► tyt,a S� Q •• 2 v- W �* ,''' WIDOW FLANGE '. iW- • (/� ���lll • PR A�Su WINDOW FLASHINI6 METHOD WI' 4 A INSTALL JAMB FLASHINS OVER THE WINDOW FLANSE ON EACH SIDE. ..,. "6 B. EXTEND THE JAMB FL.A5HIN6 4" ABOVE THE ROUGH OPENING AND 8" BELOW THE ROUGH OFENINS. C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. U4DER-AYM4lr M15T BE INST&M PM PROPER LAP5 AND PROVIDE ADW ATE PROTECTION FOR OPBUNSS II II DRIP FLASHINS MUST BE PROPERLY li iI i INSTALLED TO '.. DIVERT WATER I II II I I II �I I WINDOW II II �BE O MINN+IM 2' OVERLAP — — — — —L J REQUIRED ENDS MST TAP MHRINt b' 47 BE SEAL® AS REMM BY NWllFACIU ER BOTTOM SEALER STRIP MW BE PIMM OM WERl.AYMW TO ALLOW MOISM TO BE DIVEM TO THE OUf51DE IWAGE co co J � I� x ISSUE DATE: 08.09.19 FOR REVIEW Oho Igo she of Sww Homes end ere not to be wlixea for cmanrcliok or oopkd In pert or in whole wiOloutpe *6mUom the Wder. ®2016 St r%M Holm LAST REVISION LAST SAVEDBY: Bl18tlOR9EUIMS PxNeaaN9MTNl6 rrOR = wDBVNBN WA =5OMl ROUSE YRM cz am HOUSE mw Bo 11401T: +— "'°""� � BclawR MAI" w � TRAmUBFom EKUFJM S EAWNS �J c STAVERIIRP 336 apmomio BECALM. OSNTfoNLK 1� _ 7' PLA&M OVER TOP OF S/4• IPAYEW'6APIEIIl�NSDIB lmm NPm& " HARDE W TRIM. NDTRA9N*WlVr&M WtAP SamoFlI0fA7sTo IEf.NII®.POwff/iU LEAVE A I/4• BAP EETY®N 7' FLASHW AND SOWS PLANK AS ammaF oLom — — — ~ SOW DD NOT ONR.K NOSE BBA !%YMNREM /y 7 - RYE NS CORRAM R) ISSUE DATE: 08.09.19 FOR ®ININ Twel.canw�nRw 9�W �� eual roNxogl N05E 8B �lsnxrcNlK t j 1 / 5WWR LWWWA5 1ttit L 971 VIEW zu a WASHER ]15dWANBIOT - Irk IMSAG,9WF 5"N9 QN ••• •• — — — 9N'WNE®TNT WMADWIN Ruaeoc '� - • BOARD AW BATTEN 11.1 51DINO / TRIM AT H05E BIB - ` ]• VARI� 2' Vft • 46 > R� • t l ti 6f EXTERWR SEATNNS y •ems • ^ iV LAP SOW. SAKE ,� SOWS OR BOARD fj AID BATTEN H OUSE NRAP • _ • • • - OUT HHMW MAP SO THAT Z n.Am 6 Prr5 WOEA HOUSE 5101NO / TRIM AT ELECTRIC, METER BOX T EDSM STARiHi SKIP STAR792 57RIP 4 of p..rlwN 71 PLASNINS E>neealt 9lEA Oil 1 t Honle6 mtl rlre lqt to 'Z' Fi.ASIR o OVER TOP OFS/4' WHROIE BD ,,,,,,.�..,.N,,,, for Mw•wwu.w%a TRIK LEAVE IW SAP EE VIEEN SDMS AND •Z' FLAS INS DO NOT WTAP d h plli Q h MII1019 LEAVE AV4' 6M OAILKTAIWFN '--rwwfmm EIIHlq! WATNIB AND SONS FLANK AS s 1fIB bIN1dBL �'�IIt6 IAP5OIB,9WE5DII6Qr IONV AID SHOW DD NOT CALK $181ipht IIOIIIB! BATTEN 3334 MATHS .CUT AS WAO VO4T NECESSARY LAST REVISION IMIEYPAP CUT HOUSE MAP 50 THAT Z FLASH NS FITS MINK NOIP.,E STARIBNSIUP RwE 233 d WEATHER OUT 1 In VARN5 I V4 MRAP TAPE WSES. W/P WAIM91Fl TRMMS FZ6a18FAA"IC 5/4' WARDS W iWM SFT' W/mEm iRN T fLASNNS OVER TOP - - OF 5/4' 11/RDE ED TRIM. IEAVE W' fVPffil®19m" ND T RAm" O0MXCAU LAST SAVED BY: LEAVE A V4' BAP BEI'M 'Z.---'+ PLASMNS AND SDINB PLAN, AS W QA TRNLTm N9E AT&6WA N PPE 't• LAPSDINS,S/MW LA•5ONS,SlNESDIBOR SDIN6 OR BOARD _ SNOY•L DO NOT CALK cmxmfm YMT8IR1515TN?fmm AND BATTEN BONmNDBAIiHI C WWimEwlm 51DINO / TRIM AT HVAG OPENINGS In• In• SN• W mE IV TRN w�N3,9wFmBox IWANm NDBATrIN IXiBIlOR9PATINS NK WW,9WZ 9m"QI LAP Sam, SANQE SDMS OR lwwNDBAmm BOARD AD BATTEN NOE mw OUT HOUSE WRAP SO THAT Z SrNll@tSiN U FLASHINS FITS UDER HIOVSE vRAP TAPE EDGES. Maw N ° '�"�""' 51DING / TRIM AT GA5 R15ER 7 FLA3HNN6 HARONE EOF SW DTw TTU9M5 r LEAVE A V4.6AP BETWEEN'r LEME UP6MBBNB sm APT FLASNAID 50#0 PLANK AS v KASRB WWr&W NB ui G S MK DO NOT CALLK _ Q 5/4' IAIM BD TRIM SAP HVIOENO iIQH 1 II I' I' LAP S WG , SNAKE SIDING OR EDAM AND BATTEN TIP 9DIG,9WESONS aR SCAM AN) SATO BFIffTNQ. D-3 h 510INC / TRIM AT ELECTRICAL OUTLET W a0) T /c�a O Z W J 5 LL- V 2" TO 4" LAP AT HORIZONTAL JOINT / / I / I / I / I I I SHEATHING ( I I I I II I I I loll II I I I it I I I II I I I I I -GUT I I I ZHOU5EWAP7 ,I s I I SHEATHING WRAP I I elE R OR 2" I I I I / 4' TO 6" LAP AT-/ VERTICAL JOINT SHEATH I NO WRAP DETAIL I = 2" TO 4" LAP AT HORIZONTAL INTERIOR DOOR ROUGH OPENING SIZING CHART DOOR DCr� ROUGH OPENING ROUGH OPENING DOOR DOOR TYPE SIZE ON DETERMINED BY DETERMINED BY R.O. R.O. SINGLE WIDTH x 6-8 OR INCHES TO THE INCHES TO THE 82-I/2" 98-I/2" DOOR WIDTH x 8-O WIDTH ALLOF THE HEIGHT OF THE GALL WIDTH x 6-8 WIDTH EQUALS THE ADDING 3 INCHES DOUBLE BI-PA55 OR GALL 5IZE WIDTH TO THE HEIGHT OF 83" 4" WIDTH x 8-0 THE GALL SIZE >>�, WIDTH x 6-8 ADDING 2 1/2 INCHES ADDING 2 1/2 INCHES DOUBLE BALL CATCH OR TO THE WIDTH OF THE TO THE HEIGHT OF 82-1/2" WIDTH x 8-0 GALL SIZE THE GALL 5IZE z .+ DOUBLE WITH WIDTH x b-8 ADDING 3 INCHES TO ADDING 2 1/2 INCHES T-ASTRAGAL OR THE WIDTH OF THE TO THE HEIGHT OF 82-1/2" or WIDTH x 8-O GALL 5IZE THE GALL SIZE f+ W 51NGDOOR POCKET WIDTH x 6-8 ADDING 2 INCHES TO ADDING 3 1/2 INCHES 1i/: V OR 2x TO THE HEIGHT OF 83-1/2" 112.0 WIDTH x 8-0 THE WIDTH OF THE THE GALL 51ZE DOUBLE POCKET WIDTH x b-8 OR INCHES TO 4x THE ADDING 3 1/2 INCHES TO THE HEIGHT OF 83-1/2" III DOOR WIDTH x 8-O WIDTH OF THE GALL SIZE THE GALL SIZE T Q (�V Q N fn (V (V p WIDTH p p p ADD 2" EQUALS ADD 2 1/2" Q ADD 3" Qp Q SINGLE DOUBLE BI-PA55 DOUBLE BALL CATCH DOUBLE W/ T-A5TRI67AL ADD 2" �+ ADD 11 3/4" 1DBL. %v I I I i I o R I I o GALL GALL < GALL GALL CALL GALL Q SIZE SIZE 5IZE 5IZE 5IZE I 5IZE SINGLE POCKET DOUBLE POCKET INT. DOOR ROUGH -OPENING SIZING CHART CD — " co " � x ISSUE DATE: 08.09.1s FOR /1 VIEW . c �- d r ai i .c cu Z pit a • 4 Of J fill Homesandare not to C J uftWforemdpjcft4or O u- c*W in pat orb whob vdowpn '10'onbw dwb*W.02DIG sw4mlbnbs LAST REVISION LAST SAVED BY: U) J 1� W cl 1 600 AMP SERVICE / (4)-150 AMP MAIN TENANT BREAKERS ENTRANCE RATED (1)-100 AMP MAIN HOUSE PANEL J 2 ♦1 #2 93 N4 01 01 HOUSE O _ Q 120 24W O1 O1 32 OR 32 OR 32 OR 32 OR 12 OR 10 MLO MLO MLO MLO MUD PANEL PANEL PANEL PANEL HOUSE O 1 PANEL ISSUE DATE: a 05.03.2022 FOR ,,dt1 I EVIEW `�%% * (z)3 PVC rPVc rPvC CU I I ® ••••• �` �•°• ••• OHS: BY OTHERS WIRE BY OTHERS (1)NCU (3) 2/0 ALUM (1)IN (3) 91 ALUM i ®'� • - _ I ��• y • w L y 'ti • I LI i ••• 'yam of e I •••••• %ft JiL '��� V#2 I mP�h ofswww** CU I I 6 IP Homes and are not to be I I ed forco r �COp NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC - p p inion,g PURPOSES ONLY. ALL INFORMATION SHOWN WAS I I wtw P Dn from PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS I I �P the buider. 0 = OF THE 2014 NATIONAL ELECTRICAL. CODE. I t` I ,, Stad'ght Homes -F,L UST REVISION 9-UNIT ELECTRICAL PANEL DIAGRAM i 112 i � DETAIL 1 _ I �t0 J�SN� 110 1'-0' AT 2rX34' LAYOUT = 1'-(' AT 1P X 17- LAYOUT I I ) I I I I I i gyp. I 2 I 11 1l2 I I LAST SAVED BY: 600 AMP SERVICE / (5}150 AMP MAIN TENANT BREAKERS I I I ENTRANCE RATED v VHG A � d i5 66 i7 OB 010, B9 .1LG 2 J. et 120 240V O1 O1 32 OR 32 OR 32 OR 32 OR 32 OR 2 10 MLO MLO MLO MLO MLO 9S PANEL PANEL PANEL PANEL PANEL 5 01 AO�� $ U) BY RE BY OTHERS 3) 210 ALUM as W W n NOTE: PLUMBING RISER DIAGRAM IS FOR 9OE4ATIC Q PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE PLUMBING INSTALLER AND MUST BE VERIFlED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2020 FLORIDA PLUMBING CODE, 7THEDITION. r, PLUMBING RISER DIAGRAM 3' = P-0' AT 2r1C14' LAYOUT =1'-0' AT 11' X Ir LAYOUT 2 GALVROOS 82 CU NOTE: ELECTRICAL. PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2014 NATIONAL ELECTRICAL CODE. 9-UNIT ELECTRICAL PANEL DIAGRAM SHEET NO r, DETAIL 2 D-5 AT 2r)W LAYOUT = T-0' AT 11' X 17' LAYOUT - Lu i c T 2 O Z L V �LL BUILDING COOL FLORIDA SUP DING CODE, RESIDENTIAL 7TH EDITION (AM MIi41M R00FLAADRIDI TOP CHORD LIVE LOAD: LESS THAN 4n2 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 /5 PSF (REFER TO NOTE 1) 1. BUILDER SHALL VERIFY MATH ROOF COVERING MANUFACTUREIYS YNRIETEN 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 UNITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FOXED STAIRSOMNG DOOR 30 PSF - Arno LOAD CANCURRENCYAND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED W THE GOVERNING BUILDING CODE SECTIONS: FBCR3013 OR FSC 1807.1 BOTTOM CHORD DEAD LOAD IOPSF MMMa1M FLOMLOAWDT TOP CHORD LIVE LOM - RESIDENTIAL FLooR 4o PSF GAME OR GATHERING ROOMS___SD PSF STARS 40 PSF DECKS 40 PSF SALCONIES(LESS THAN 1006F) SO PSF BALCONIES IOO PSF TOP CHORD DEAD LOAD: CARPET, VINYL, OR WOOD 10 PSF CERAMIC TILE 10 PSF (REFER TO NOTE 2) 2. TOE FLOOR LOADING ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO A 23024MM 08B SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HAND1300K FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THEME ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/rRUSS SPACING LESS THAN 244NCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM C14ORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD 5 PSF GIARDSANDHANIGRAL& CONTINUOUS LOAD 5o PLF MAXIMUM POINT LOAD_____?W LBS IN -FILL COMPONENTS_____AO PLF DEFECTION CRRERM ROOF RAFTERBRRUSSES LIVE LOAD L1240 TOTALLOAD L1240 FLOOR JOISTSITRUSSES LIVE LOAD L 1300 (REFER TO NOTE 3) TOTALLOAD L 1240 (REFER TO NOTE 3) 3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S WRITTEN SPECIFICATIONS. FOR TILE FLOORING, REFER TO THE TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY, THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS. AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS WIND LOADS MATH PLASTER OR STUCCO FINISH L 13W WIND LOADS MATH OTHER BRITTLE FINISHES L1240 WIND LOADS WITH FLEXIBLE FINISHES L/ISO OiFERENTIN, DEF ECTKft THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED SY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24.O.C.. THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERSRRUSSES SPACED AT 24'O.C. LIVELDAD L/240: 020' MAX DIFFERENTIAL DEFLECTION TOTALLOAD L/ IB0: 02r MAX DIFFERENTIAL DEFLECTION /IRUSSE FLOOR JOISTSS SPACED AT 24' O.C. LIVE LOAD L 13BO: 0.13' MAX DIFFERENTIAL DEFLECTION TOTAL LOAD L 1240: 02D' MAX DIFFERENTIAL DEFLECTION ABaRlYM7101Y As' ANCHOR SOLT AMC AR CONDITIONER INT. INTERIOR AF.F ABOVE FINISHED FLOOR MAX MAXIMUM AHL' AR41ANDLER UNIT MCD MONTA CONSULTING & DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC BCDL BOTTOM CHORD DEAD LOAD MPSI MILLION POUNDS/SQUARE INCH BRG, BEARING NO. NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE 8 CENTER LINE O.C. ON CENTER C.J. CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIAL DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURE TREATED ELEC ELECTRICALL. REDD REQUIRED ELEV ELEVATION RM. ROOM E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING E.W. EACH WAY SCL STRUCTURAL COMPOSITE LUMBER EXT. EXTERIOR SGD SUDING GLASS DOOR FBC FLORIDA BUILDING CODE SIM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FLR. FLOOR SO. FT. SQUAREFOOT/FEET FND. FOUNDATION SUB SUBCONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT/FEET TCOL TOP CHORD DEAD LOAD FTO. 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 NOR, HEADER VERT. VERTICAL HOT. HEIGHT W WITH HORIZ. HORIZONTAL I.L.O. IN UEU OF WIND DESIGN CRITERIA VA DCODe ASCE 7-16. MODIFIED PER FLORIDA BUILDING CODE, RESIDENTU;L, 7M EDITION (2020) WAD DESIGN IEOlNO3EM RISK CATEGORY II BUILDING TYPE VB WIND SPEEO(ULTIMATE) 139 nWh NAND SPEED (ALLOWABLE) Joe WM YNND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INFERNAL PRESSURE COEFFICIENT 0118 MAXIMUM MEAN ROOF HEIGHT 30 R VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 413 PM 4 4 F 4 ZONE a- 4 FEET FROM ALL EXTERIOR ® ZONES CORNERS PER FBC-R3D12(7) COIVONENT AND CLADDM DESIGN PRESSLVM WINDOWS AND DOORS EFFECTIVE WINDAREA (SQUARE FEET) ZONE PRESSURES (PSF) ZONE PRESSURES (PSF) 0 -191? +292 -313 +292 -39.1 20-491Lx +279 -30.4 +279 -36.5 SO-9BR1 +262 -28.7 +262 -330 ROD-1SS1L +249 -273 +249 -30.4 20W R1 +235 -26.0 +235 -27.8 r4rx3'd GARAGE DOOR .25.7 -29.1 r-wx144r(MIRAGE DOOR +245 .273 SOFFIT PRESSURES 1.292 -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: w ROOF PITCH MINIMUM SAVE/RIDGE INTERIOR ALTERNATE SAVE/RIDGE INTERIOR LL SPAR MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING "x pp u00 RAINING THICKNESS TYPE (EDGE/FIELD) (EDGE/FIELD) TYPE (EDGE/FIELD) (EDGE/FIELD) e i 1/128 LESS 32/16 15/32" RSRS-01 6/6 6/6 0J.31'x 3' 4/6 6/6 4%112& GREATER 21/16 7/16' RSRS4ri 6/6 6/6 0.131"x3' 4/6 6/6 R(ALCLLPITMC F 40/20 19/32' "R"�,°' 0AM- xr 4/1, 6/6 F& ALTERNATIVE (IF PERMITTED) 3ZI16 15/32' RSRSM 6/6 6/6 0.131'.r 4/6 6/6 'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC-R SECTION R301.1 AND DOES NOT MATCH THOSE OUTLINED IN SECTION R303.2. CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SWILL BE EXTERIOR EXPOSURE I ARA RATED SHEATHING. FOR SHINGLE ROOFS. 060 OR PLYV40M (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. FOR TILE & METAL ROOFS. PLYWOOD CONSTRUCTION IS REQUIRED ... .._ ... UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN SPECIFICATIONS. AY AY_ 2. BUILDER SWILL VERIFY MINIMUM ROOF SHEATHING WITH THE - SHINGLE MANUFACTURER'S WRITTEN SPECFICATDNS. 3. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY -..; CUPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CUPS TO BE SPACED NO Q H N2P O.C. MORE THAN 2r h 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH LESS THAN OR EQUAL TO 41IZ THE BUILDER SWILL USE THE SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE STRUCTURE yy`� 5. THE'EAVE IRIDGE' ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF. AND I FEET EACH SIDE OF RIDGES AND HIPS. S. EDGE= NAIL SPACING ALONG PANEL EDGES. INTERIOR ZONE 7. FIELD= NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE EAVE/RIDGE ZONE PANEL FIELD. S. RSRS4N, RSRS-03. RSRS414 ARE RING SHANK NAILS MEETING a = 4 FEET FROM ALL �- THE SPECIFICATIONS IN ASTM FIS37. EAVES AND RIDGES Q S. 0.131' X T SMOOTH SHANK NAILS MAY BE USED F NOTED IN PER FBC- R301.2(7) 14- THE ROOF SHEATHING AND NAILING TABLE. 'N.P.' INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TREROOM 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLYNMEN PERMITTED BY THE MANUFACTURER'S WRITTEN SPECIFICATIONS. 'N.P.' INDK:ATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL TERM HEAD DIAMETER Sd 0.131'x2r 257' 10d 0.14r.7 .317 .131'x S'GUN NAIL 0.131'xr .11. 12d&1Bd SINKER 0.14Wx3r .317 16d 0.187x3e .W (RSR84)1) RING BNANK 0.113'x 21' .281' (RSRS4D) RING SHANK 0.131'x2}' .281' (RSRS-04) RING SHANK 0.12W x 3- .2e1- NAILING NOTES CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED 3 LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND 7NGTH INDICATED. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. NIMUM NAIL LENGTH PER CONNECTOR 18 RED. F LONGER UL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT REND THRU THE MEMBER ITS BEING ATTACHED TO. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE IECIFIED PER CONNECTOR MANUFACTURER WAIF WELDED WARE FABRIC SPAN RATED SHEATHING REQUIRES SLOCKINGAT ALL 14. ALL NAILS TO MEET ASTM FIS37. UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE 9N 8W R, NAILED AT EACH END WITH (3).0.131' x W TOE -NAILS. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is Strictly prohibited. INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL COVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS rr%mnnu %j rL ^im • FRAMING PLAN s 1 NECTOR LEGEND G PLAN G PLAN = PW1 U373 WALL ASSEMBLY PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY SDWC SDWC DETAILS SDWF SDWF DETAILS WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS NUMBER DATE MASTER UPDATES DESCRIPTION 1 1228/2023 1 CREATED 9-UNIT BUILDING TYPE W PER TYTH-BLDG 1 (BFS) 1. MINIMUM EXTERIOR EXPOSURE i APA RATED SHEATHING, MTN A MINIMUM SPAN RATING OF 2AMS, AND A MINIMUM THICKNESS OF 7116' OSS OR PLYWOOD (MINIMUM 3-0LY) CONSTRUCTION IS PERMITTED. 2. PANELS MAY BE LAD PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL WITH(I) ROW0.131'.2-1/2" NAILS AT 3' O.C. AT EDGES, AND S' O.C. IN THE FIELD. INSTALL MIN. 2x4 SYPA2 BLOCKING AT ALL SHEATHING JOINTS. ExT�ale WALLS - REFER TO DETAIL WFI0 FOR MORE INFORMATION. FASTEFA : 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 2-17 OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HMO DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SWILL BE HOT-WPED ZINC -COATED GALVANIZED STEEL THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A153. ,If. .`411111, i - J 1 F- ��W W W// � 1HOQ INTIALS = TH OC CHEM CC "w. STARASM SCALE: AS INDICATED DATE: "'M S1 FOUTAMI BOLL UNDER SUBS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95%OF MAX DRY DENSITY AS DETERMINED BY ASTM D1SS7 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2DDO POP TERMITE TREATIIMINT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS III SIEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BBLET STEEL BURS CONFORMING TOASTM AST& AREFER TO FOUNDATION PLAN AND DETAILS FOR REWIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40. U.N.O. $.REFER TO DOWEL PLACEMENT PLAN FOR. MASONRY WALL REINFORCEMENT SIZE AND GRADE. CAEFER TO LINTEL PLAN FOR MASONRY UNTEL AND BOND BEAM REINFORCEMENT SIZE AND GRADE. 2. REQUIRED LAP SPLICES SHALL BE AS DEFINED IN TABLE BELOW. TABLE MOOS REDO LAP SPLICE, EMBEDMENT. AND HOOKED RENF. STEEL (INCHES) GRADE 40 1 GRADE00 BAR SIZE BEND 0 LENGTH JLAPSPLICE SEND 0 LENGTH LAP SPLICE 'A' Ir 'C' 'D' 'A' Ir 'C' 'D' MASONRY 'M CONCRETE 63 2-IW 4-12' 8' 15 24W 412' S' 15 Ir 94 3' B' S 20 3' W S 20' 24' 85 3aW' 7-irY 8' 2S 3.314' 7-12' 8' 25' 30' 66 412' r 41? 9' a' 40- 36'- 67 5-1/4' 10-12' T 11' S7/4' lowl 7 I ST S3' IJ U M=2V 65=1)4 067 67• )r c 'B' )APNglGE 91ANOARD6711001C STANDARD "VHOOK CAST N PLACE CONIICM-M 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF e' PLUS OR MINUS 1', AND HAVE 2 TO4%AIR ENTRAINMENT, AND A MAXIMUM W ATERCEMENT RATIO OF 0.58. 2. WELDED WRE FABRIC SHALL CONFORM TO ASTM A406 FOR 8A5tW1.4xWVI.4 WWF SHALL BE LAPPED AT LEAST 6' & CONTAIN AT LEAST ONE CROSS MIRE WTHIN THE S'.FISERMIXOF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WAIF. 3. ALL CONCRETE MARK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' AC1318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,' ACI SO. 4. FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WITH A STANDARD 90-DEGREE HOOKAT THE CORNER, REFER TO TABLE MD06 ABOVE FOR REINFORCEMENT HOOKAND LAP DIMENSIONS. S. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED N PUCE FROM THE CENTER TO UPPER 100E THE SLAB. 1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90, SHALL BE NORMAL WEIGHT, SHALL BE LAID IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (fin) OF 2000 PSI AS DETERMINED BY THE UNIT STRENGTH METHOD. 2. MORTAR SHALL BE TYPE M OR S. CONFORMING TO ASTM C770 3. GROUT SHALL CONFORM TO ASTM C476. COARSE GROUT SHALL BE UTKIZEDVITH A MAXIMUM AGGREGATE SIZE OF 344NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, USE OF 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. S. SHOULD AREAS OF STACK BOND EXIST, UTILIZE B GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED. S. VERTICAL REINFORCEMENT SHALL BE PLACED AS NOTED ON THE DOWEL PLACEMENT PUN 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 84r U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL; USE RESAR POSRTIONERS IN MIDDLE OF WALL 7. NO NONSTRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS. S. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W MIN. 16 GA TES SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION. 9. VERTICAL RENFORCMENT SHALL HAVE STANDARD 90-DEGREE HOOK INTO THETOP COURSE OF THE BOND BEAM, AND A STANDARD 904)EGREE 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 1102-16). 12 HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 1S. MASONRY ROUGH OPENING TOLERANCES -TW TO a Vl 14. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE AC131B. 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-I W EMBEDMENT OR 1 W TAPCON W MIN.1-U7 EMBEDMENT 0 IS' O.C. MEASURED VERTICALLY AND 4- FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR D MAXI O.C. 1. WOOD CONS CONFORM TO THE ANSLAW:'NATINAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPFR OR SPF#IM2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED 'No.1N0.7 BY NLGA OR BETTER. 3. LUMBER DENOTED AS SYP62 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED'No 7 BY SPB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED'No. 7 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 SPFNAR OR SYPR OR BETTER U.N.O. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW F INSTALLED, 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 6. THE PORTIONS OF GLUED{AMWATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OFASUJ)WG OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE-TREATEO 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 10. ANY WOOD FRAME INTERIOR BEARING RNLI. STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO P DA SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER I. IN GUM FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL IT IS THE BUILDERS RESPONSIBIITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACO-C. ACO-0. CB" OR CMB REWIRE HOT4XPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SIX) DOES NOT. 12 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WTH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 18. TRUSS SPACING SHALL BE 7R 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 A 2P O.C. W SINGLE TOP AND BOTTOM PLATE. LEAVE 1-10 GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WTH SIMPSON DTC CLIP OR 2t4 SYP No.2 BLOCKING WITH (2).0.131' x 3' NAILS TOP & BOTTOM 18. ALIGN TRUSSES AND WAND FRAMING 80 ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO. CEILING. Is. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HWROMARE BEFORE INSTALLATION. FLOOR FRAMING NOTES: OENERALNOTES 1. FLOOR JDISTRRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOMT?RUSS 00. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. P LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS RED. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. S. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. S. G.CJSUNDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ, FOR DOOR AND WNDOW INSTALLATION ALONG WTH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING TO BE SW PLYWOOD MIN. OR 2307 OS8 MIN. APA (4024) RATED SHEATHING OR STRUCTURAL 1, WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSESL GLUED AND NAILED TO SUPPORT. FLOOR NAILING NOTES NAILS: MAILS USED N ALL FLOORING APPLICATIONS SHALL BE 0.131'x 3'. 0.M' x Y RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NABS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 4- ON EDGES AND 17IN FIELD. EII LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSBAWC NATIONAL DESIGN SPECIFICATION FOR HOOD CONSTRUCTION (IDS) 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER (SCL) AS DEFINED BY Nos SECTION 8.1 (INCLUDING LVL, PSI, AND LSL LUMBER) OR STRUCTURAL GLUED LAMINATED TIMBER AS DEFINED BY Nos SECTION 5.1. VALUES AS FOLLOWS: COLUMNS S S TUD COMB. NO.50 GLULAM SCL E-1.9 MPS1 Ex 1.7 MPSI E-2.0 MPSI E=1.5MPSI FOY=2100 PSI FB-2850 FB=3000 FS=22M FBX-2,100PS1 FT=1850 FTx 1700 FT - ISM FCII=1,700 PSI FC 11.3000 - FC 11=3WD FC H=2100 FC_•450 FC_•8DO FC_-450 FV x285 FV=295 FV-150 CERM CONSTRUCTION 1. USE 1? CEILING OR SAG RESISTANT BOARD FOR 24' O.C. FRAMING U.N.O. 2. SAT' TYPE'X' GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LING SPACE IS ABOVE THE GARAGE. WEANS AND MEIHM CONSTRUCTION MEANS 6 METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS I 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, UNM STAR PRaiECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS. UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WTH 104NCH (127MM) GYPSUM BOARD. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL ANDOR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED MOODS. AS PER THE FOLLOWNG GUIDELINES. 1. WOOD TREATED WTH DOT SODIUM SORATE(SSXk CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WTH ACQ-C OR ACO-D (CARBONATE) OR OTHER BORATE (NONDOT) 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 MOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1SS7 1. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A LICENSED ENGINEER'S SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED E NOT INTENDED TO SERVE AS ATRUSS DESIGN MALL TRUSS COMPONENTS SHALL BE DESIGNED WTH LUMBER HAVING A SPECIFIC GRAVITY (G) OF AT LEAST OBD S. THE TRUSS DESKIWSYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGNSMSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS. 2. ANU THE TRUSS MFACTURER SHALL VERIYWITH TRUSS GEOMETRY DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURERS LICENSE TO FABRICATE TRUSSES UTILIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED. 4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE. SHAPE, AND LAYOUT. 5. JOSSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WTH THE CURRENT EDITION OF SBCA BUILDING COMPONENT SAFETY INFORMATION WAI). 6. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WITH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEDULE. 7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES ON TRUSS ENGINEERING DOCUMENTS MAY BE DISREGARDED. S. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN. AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESIOWSYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24INCHES O.C. PROVIDE MIN. 2X4 SYP 82 BLOCKING: ALWEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NALLBLOCKNGTO TRUSS TOP CHORD W R►ROWS 0.131-X 3-NAILS AT 12.O.C. STAGGERED 8', BEGNWNG 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 (21"A31' x X TOE -NAILS OR FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. C. PLYWOOD EDGES AT RIDGES REWIRE BLOC19NG W (3)- 0.131' x 7 TOE -NAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS W BRACING: MIN 2t4 SYP 62 AT ANGLE APPROX. 4S FROM VERT. TO EA TRUSS MEMBER W(3)-0.131-X3-NAILS. SPACE-X7 BRACING ALONG TRUSS SPAR@ 1047 MAX AND EQUALLY SPACED FROM END OF TRUSS. W BRACING TO START 20'4r MAX FROM N HP GIRDER AND I OR (4) BAYS AFTER GABLE END BRACING. SEE SCSHB3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2.4 SPF 62 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0' O.C. MAX WIN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACK W IS)- 0.131-X 3- NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (W) PLUS 6- MIN PAST BOTTOM CHORD. 12. INSTALL PERMANENT 2x CONTINUOUS LATERAL RESTRAINT (CLR)ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCS403 (T BRACING MAY BE USED I.L.O. PEMARENT CUB IF IT EXTENDS MIN. so%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WINN BCSM). 13. AT RAISED HEEL TRUSSES, 20 SYP 62 (FAIN.) AT TOP AND BOTTOM OF HEEL W (2) 0.131' x T TOE -NAILS REGO. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT 0 LESS THAN 12' TALL 2x4 SYP 62 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 BC%m 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IOS, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWSE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PUN 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 0 HOT ADVISED, AND THE ADDITIONALO.R. IS NOT RESPONSIBLE FOR ADDITIONCOSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL 0 REQUIRED, UNLESS LAYOUT IS REVISED WOUT WRITTEN APPROVAL FROM MCD. IS. IF DESIGN DOCUMENTS INDICATE THAT AN AC UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 756 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 SUPPLED BY EITHER THE CONTRACTOR OR AO SUPPLER. REFER TO DETAIL TOM TUGS SHEET. 1. OMSITED ROM DRILL A SW 0 MOLE MIN. C DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL 15 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXYOR EQ. FOLLOW MEANS INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE W COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXYTO CURE TO MANU'S SPECIFICATIONS. THEN FILL CELL IN NORMAL WAY DURING 9ONDSEAMNPOUR. USE 30' MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN 12 BAR DWMETERS(EXCLUOIN6 SEND) 2.STRAPINIDDINacTDR91B9RMION THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH REGARDS TO 90TH UPLIFT AND LATERAL VALUES. ADDITIONALLY. ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIR CONSTRUCTION ION 2X17S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM 90ARDS MAY BE USED FOR RISERS & TREADS ILO 2x123 (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METALUD STayern1UIION WOoO STUDS MAY BE SUBBED W METAL STUDS IN NON -LOAD BEARING WALLS S. OMITTED JiOLT 4r2 ALL THREAD ROD W 7 x 7 SO. WISHER DRILL & EPDXY W SIMPSON SETJP EPDXY WITH MIN. r EMBEDMENT. 427A' SIMPSON ON ND THREADED ANCHORS W LSPI2 WASHER MAY BE USED ILD trr JOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITERS B. MIDRTMJOMIS FOR BED JOINTS /2'-1', GROUT FILL CELLS IN BLOCK AFFECTED MO VERT. REINF. REOD) FOR HEAD JOINTS GREATER THAN 3M, GROUT FILL CELL IN BLOCK AFFECTED ON EA -SIDE OF JOINT. PROVIDE (1) a VERT. RENF. IN FA CELL COAT. PER PLAN. '4XCEPTION:IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW. AS WELL AS Id (2) COURSES FROM END. NAVE HEAD JOINTS WHICH FALL VAN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQO TO BEEPDXED INTO TIE BEAMPTG TOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA SIDE OF JOINT AND PROVDE n)65 VERT. RENF. N EA CELL, CONT. PER PLAN. 7.OVER HANOINO CMU WALL -FOR CMU OVERHANGING FOUNDATION <IW. NO FIX IS REOTD POUR TESEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM •12'-1-US', GROUT FILL FIRST (3)COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN TOR CMU OVERHANGING FOUNDATION OVER 14A'. CONTACT FOR FOR REPAIRS. STIBIMMAL STEEL, 1. MATERIAL SPECS: - DUDE FLANGE SECTIONS: ASTM A9B2, FY -50 KSI FU = 65KSI - TUBESTEEL(HSSg ASTMA5W,GRADEB,FY-42KSI - PPE 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 SP AT'SNUGMGKr CONOITION AS DEFINED IN ASC 380. - BOLTS USED N STEEL CONNECTIONS: A325 U.N.O. - ANCHOR BOLTS CAST IN CONCRETE: ASTM F1664 GRADE 36 - BOLTS SMALLER THAN 56' DNA: A307 - ALL SHOP AND FIELD WIELDS 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, SPADING, & 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 WOCH 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. PER CURRENT EDITION FBC4R SECTION M1305: NOTE TO CONTRACTOR: IF DESIGN DOCUMENTS INDICATE THAT AN ATTICS CONTAINING APPLIANCES SHALL BE CONTACT FOR FOR AC UNIT B TO BE RECESS INTO THE ROOF PROVIDED WITH AN OPENING AND CLEAR AID ADDITIONAL REVIEW PRIOR TRUSS SYSTEM, THE TRUSS SUPPLIER UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO TO CONSTRUCTION IF SHALL DESIGN TRUSS TOP CHORDS ANOOR ALLOW REMOVAL OF THE LARGEST APPLIANCE. SLIT TRUSWLAN ORIENTATION BOTTOM CHORDS TO SUPPORT A MIN. (2) NOT LESS THAN 31r HIGH AND Zr DUDE. A LEVEL AT AR HANDLER UNIT 7511, PONT LOAD EACH TRUSS AT THE AC SERVICE SPACE NOT LESS THAN Xr DEEP AND 30' OFFERS THAN INDICATED IN LOCATION. MEANS OF AO SUPPORT SHALL WADE SMALL BE PRESENT ALONG ALL SIDES OF THE THIS DETAIL BE BY OTHERS APPLIANCE WHERE ACCESS IS REWIRED. REFER TO SECTION M1305 FOR ADDITIONAL REGURED 12 INFORMATION NOT COVERED ON DETAIL SEE STANDARD TRUSS ROOF SHEATHING PLAN TOP CHORD VARIES ATTACH PER NAILING SCHEDULE 27 MIN. BY OTHERS TRUSS WEBS NOT GENERAL NOTE SHOWN FOR CLARITY INSTALLATION ANDOR AIR HANDLER UNIT. REGUIREMENTSOF A.H.U. SIZE AND THE AR HANDLER 2x4 R SYP RAT RUN / SPECIFI CATIONS BY UNIT OR SYSTEM TOP AND BOTTOM MIN BUILDER, NOT MCD SHALLSE PROVIDED (2) SAYS PAST AIC 02 SYP CROSS SY MECHANICAL CONTRACTOR OR BY LOCATION. MIN (3) BAY 1, W BRACING (AT 45') OTHERS, NOT BY MCD LAP W(2)0.167x 3-12' NAILS TO EACH (3) 0.146' x SIN' NAILS TO RAT RUNS. TYP TRUSS. TYP EACH EACH SIOE SIDE DRAIN PAN & CONDENSATE LINE BY STANDARD TRUSS OKRA BOTTOM CHORD PLYWOODSHEATHING A/C IN TRUSSES BY BUILDER AS REOID FOR LEVEL WORKING 3W=1'1r SURFACE I ppppl. VJ LW r Z ILLJ N LZ) T 0 W F'rt VJ- Z KW 0 x< =IL F2 0 ~ 0Q W ` 9L E.. 0. f�W � C or E oy Y w allow QU JOB W. STAR-190 BfI1H.E: AS INDICATED ATE: tMfrn 9 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 W d y prohibited. NOTE: SEE PAGE S2.1 FOR NOTES AND FOOTING SCHEDULE - I 13WNR 113081A 113811-M 11388J 11386-M 1138S AR 11387-M 11308-SR 1 13WO BUILDING KEY I I I m Q i m 1 1 I 17a6' , 19-ta (2-STORY FTO) 2 -W "TORY "13) tad (2-STORY FTG) p4' (MTORV FTG) 2 -W "To" "a) 31r1 iaa 8'S1rz sire I016' 9'61rz 51rI 196' - 9`61rI 51re 9'61n 1a6' 51re 94to 1a6' ................. F I � m II 1II1 a I AA: PAD 4 AA: PAD I i m alb A/C PAD I Y ( aid I AAC PAD , 'v , MC PAD _ 1 _ 3 3s I I I r.8 1 5-101N' I I I 18'-134' 1 3'•101N' I I /8'-13N' I 3'-101I 3'401M' 1 18'-19N' 7-101N' I 18'-131/' I 1 75'-„14 3I 3'-1011C a I I 1 1 I I ( I I 1 1 I ai I 1 I a-Y - 1 3-1nWVVELIONC. ':.... a6' FIN. FLR. 1 a-0' fl-�-- N'=�' 1 1 .. Ir I 1 1 110 THICK 1 SLAB VMWELDED WIRE FABRIC OR FIBER MESH - AS INDICATED IN FOUNDATION HOTES n - i — SLAB IY�WELDED VARE FABRIC OR FIBER MESH 1 AS INDICATED IN 1 3-10 THICK CONC. ._:— SLAB VNWELDED WIRE I - FABRIC OR FIBER MESH , I I AS INDICATED IN - —� I - , _ SLAFASB YIWELDED WIRE SLA WIAELDED. - I - - OICATED W IC OR FIBER ME6H 1 Cd , FOUNDATION NOTES R - , I SLASWWEL ED SUBVWWELDEDHARE FABRIC OR FIBER MESH - I - _ AS INOICg7ED IN FOUNDATION NOTES 02 J I 1 I ,- i I FOUNDATION NOTESn = FOUNDATION NOTES T2 I 11 I I� 1 1 I 1 I I I T I I 1 7117 1 x iaa 1? •y I 91n I I 81? 71n y i I pI� —: I n-..._ :•.-712 1 I" nle 1 L __ 1 �� JAQI _ 1 x� I 1 >� /� xy �! — �—§ o_ IF� >.xLL a — t`Y/ I I -�F LL 6.- 4 h 2 2 2 2 2 2 H y 4.3 2 - 2 I 2 2 2 2 2 O2 2 B'6' T.11Ir .0 ,'61 e•alrt B'6' e'�12' 841r, .0 841052' e'a 1'61? IL4 81M 1111? 11— 12l r 1'-111- 1'61re B3W 1'-13N' 1'-13W 83N' V-91? 1'-171? 1'-79N' 83N' 1'6/? 1r-r Sire r61? 1r6" W-T 11'4r V-S' 81-7 11'6' 5 ire INSWING DOORS VMTH 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 TYP. RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS i\,,••••• •�•.• tr• '0 � V �� � UJ A up: 'ITE •. IL 6 + �� do10 • • Z • •••••••• • /I� � creMf\�� J U LL ,,�IfIIf', f J a FOUNDATION PLAN' 1386-NR LOT 1 1386-LR LOT 2 1386-KR LOT 3 1386-J LOT #4 1386-M LOT 5 W=11" 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 sDidly prohibited. 00 o� $ fy50 fn O<z P-d� xX 0 jyxj0 - J N d 3ECK CC !b. STAR -ISM A: AS INDICATED S2 138"R 13WJ 113881E 11386•M 1 1357-M 11391LBR 113WO BUILDING HEY 2W-M (2STORY FTG) 27-Ir (24TORY FTG) Wa V (2STORY FTG) 19-1D' (2-STORY FTG) 51? 51.7 312 ,.? 1aa 94110 9S Irz 1a4T 1a4T 94 Ire 9S 1rz 1a47 I I I i � I AC PAD FOB § FOB U I n = I ff( PAD I a i I 1 y AC PAD § - 8 - ¢ r -- ---J- -- y� 3 -4 - ---I- y• I III nil (11 I I II I I 3 I 1 1 r63WW N 1 I 19.13M' 3'-101N i-101M' IVA 3N' I 19-191C 3'-101/6' 3'407M' 78'-113N' I I a� I I o-0' �� FFI�M!� FFLlRN� ate_ I a I a-0' FIN. FLR. I '.... 3-1?THCKCONC. I SLAB W WELDED WRE t FABRIC OR FIRER MESH . _ _ AS NDCATED N I FOUNDATION NOTES 82 I 3-1?THICK SLAB FABRIC AS INDICATED , FOUNDATION CONIC. I W YYELOED MIRE OR FIBER MESH I IN - -.._FOUNDATION NOTES 82 ';,j 8 BRIO OR TER MESV-MRH I :::: FABRIC A FIBER MESH I INDICATED W I FOUNDATION NOTES 62 "} , _ _ _ J , 3--THCKCONC. I SLAB FABRIC AS I FOUNDATION I W WELDEOMIRE OR FIBER MESH INDICATED IN _- NOTES D2 t t T I I:I n t I TIN -, l iF`,F i I i I I I r 114 -F I -"+�-� 9.101r 7 _ i- . I - I _ -I- I -I� v r v � -- TTIt • [ �vj I � I « ( _Z ... ... � I i a� I I I I 9,rr 71W 1 QI` T- �. 91FE 9 ,I I I I a III I III � I � I I II � II a k - _� _ � -y/ 1 0�0n a ffL. I - . • II 8 _ x ,_Z 'LL___..ill G-.� x �LL S. - 2 2 4.3 L 2 2 947 V412 941r7 B'-0" 9-0" 941l7 2 r-i IM' 94' 1'-010 83W 1'-13N' V-1 SIC 83N' 1•41w 1'-11112' 1.111? V-912 83W 1'-1 3N' B1/4' 1L 1M 1'-01R• 11.8 6-7 a-11'•9 v-r Q., rS 10 S 1M 11' T 512 NOWD000°R RECM NOTE. FOUNDATION NOTES: INSWING DOORS WITH COVER (MN 5FT RADIUS IN _ t. PROVIDE MR. 0MIL. APPROVED VAPOR BARRIER. ALLJOI1TSroBEW4ED ALL DIRECTIONS FOR SIDES OF DOOR)DO NOT NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MR.9 AND SEALED. REFER TO FBO-R CURRENT EDITION SECTION 1100823R COVER IS NOT MET IN ANY DIRECTION. A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2 PROVIDE AiW THICK2500 PIWWNA CONC. SSW4W.4WA WELDEDRE ETAINSNNNG DOORS WITH NO COVER IL. RECESS DETAIL FAINCpN". PLACED IN MOM TO UPPER IM OFSLAS DEPTH 0VER6 REQUIRE A RECESS MIL. VAPOR SAARER ON COMPACTED FILL (F M MESH NAY SE MISS ND W WF.IMIEN FIBER MESH MEETS OR EXCEEDS SP6ONCITNON3 SET FORTH NCURRENTOODEEDRION). - S CONBMTWMM:SPECIRQL710H8 PRIORroPouRNIOOR SILLS. wIMNM OOOR6 WENT COVER (MIN SFrRMMBw SMIESOF DOOR)WNOTNEEOARECOBATBIAaF YE} RECESS SRE07){ GYP. NCESS RECESS DETAo.. waMrKs DOORI WN NO DETAIL 4. EXTERIOR ABB 6HALL stDPE fIS'PFR Foar` S. CONTROL JOINTS (OF SHOW) ARE NOT RBQ�F. • (ESPECIALLY NMEN USING FIBER RSWF. 10 CUrA DEPTH OF IM OF THE THCKMESS �. JOINT WTDRIALOR USE ALTERNATE • IL MECHANICALY&OOU LO OOES. Fat N� COWUNT'BCOUNTYOOOE& • /yy 7. FOUNDATIONSANDSUGPORTS FOR OUTW70R •-Jy SYMM68MALLBERAIBEDAT LEAST T AND BNALL ALSO FORMTO THE _ NSTRUCTION3. li _ I, NOWOOD STAKES PERIAMMN • 8. PENDING BMECOMOIION8,FQUMB_ SEE SHEET 83 FOR ADDITIONAL INFOR STEP LOCATIONS IF REOUNLED •• IS. SEE DETAIL TABLE SAM ON $1.1 FOR RBCL AN�lti 6 SPLICE. SEE DTL W W A Fl ON m FF R STEP DOWNANOCORNERNFORMATION. , 11. EQUIPMENT AN AN CN FIV.CAPPLNRACTOR TO BE ELEVATEDAMN V 16'.CONTRACTORroPRWCE BE ELEVATED FITTER MABoxRrdew000colElRucTlolN 12. /SBINEDALLOWMBLE80I MMINOPRESwWEAFIERCOLPACTCN: 20M PSF(SEE SOILS REPORT AND SPECFCATIONS FOR COMPACTION REQUIREMENTS). FSORCONORIMINTREPROJECTDONOTIAMOR EXCEED THE CAPACITY, THE GENERA. CONTRACTOR SHALL CONTACT THE ENONEER PRIOR TO FOUNDATION POUR FOR VEAFICATION OF FOUNDATION DESIGN. SON TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED W 1r LIFTS TO AT LEAST 99M OF MAX DRY DENSITY AS DETERMINED BY ABTM- D1557(MODIRED PROCTOR). ' THE FOUNDATION SIZE$ IN ON THE FOUNDATION RAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARMO CAPACITY OF 2DW RIM. IS PENDING SITE CONDITIONS, F STEMWWLL 0 REQUIRED. G.C. TO DETERMINE REQUNEDCQUR8E8 FOR ITEMWALL FOUNDATION. DEESTEMWYLLCHMT. FOR REOUIRE0 REINFORCEMENT AND FOOTING MOM PENDING DEPTH OF STEMWAL. IF CHART SNOT PROVIDED CONTACT FOR TO REVEAIAND PROVIDE 14. IF STEM WALL 0 REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE-STW-. CONTACT E.O.R. PRIOR TO INSTRUCTION I& ALL FOUNDATION PADS WHERE SHOWN ON THE BELOWFOOTMNG SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OFTIE FOOTING WALL BE MEASURED MON THE LOWEST SLAB ELEVATION MANTANING AMINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD WAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS ANOOR LOCATIONS. CONTRACTOR 70 FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. IIL FIELD TO VERIFY ALL GAS LINE AND PLUMING LOCATIONS PRIOR TO IN POURG SLAB. FOOTING SCHEDULE 17X17Xi2• rip W 65. EQUALLY3PACED EA O WAY MN. r HOR¢ CLEARANCE BETWEEN MIN�SSE.W. BARS { T MIN. COVER TOEDGE OFCONC. 1h24'klr rip WSB. EQUALLYSPACED EA 2{•SIOE Or cc, SN to WAY Yw. r HOR¢ CLEARANCE BETWEEN (3) 65 PARALLEL TO BANS{ r MIN. COVERTO EDGE OFCONC. 1 C W/6SY EWALLYSPACED EA O24'x2CXlydP WAY MIN. r HOR¢ CLEARANCE BETWEEN WNM05E.W. BARS { T MIN. COVER TO EDGE OFCONC. W129'Y1701WWA EQUALLYSPACEDEAL <'> WAY MN.7 HONG. CLEARANCE BETWEEN WN(4)SSEW. BARS { I'MN, COWER TO EDGE OFCONC. 305 50k17p WIF. EQUALLY SPACED EA .. .5 ® WAY MIN. r HCR¢ CLEARANCE BETWEEN MIN(4)65E.W. BARS { S MN. COVERTO EDGE OFCONC.. 3702Y1r DIP W OB. EQUALLY SPACED EA .8 © WAY . r HOR¢ CLEARANCE BETWEEN MIN MW(5)65E.W. BARS { T MN. COVERTO EDGE OFOOMC. AP W6. 6EQUALLY SPACED EA 3O3Sh3SS17 V NARY MIN. r HOW¢ CLEARANCE BETWEEN 81R3{SWN.COVERTOEDOEOFCONC. MN(S)SSE.W. W /e4EWALLYE EA 3.5 BETWEEN MIN.H EBETWEEN r H. MN1B165 E.W BAVMN. BARS { S MN. COVER roEDGEOFCONC. COVER TOED 471,47k76' SPWM9.EGUALLYSPACEDEA ® WAY MN. 7 HOR¢ CLEARANCE BETWEEN WN(S)SSE.W. BARS { r MPL OOVER TOEDGEOFCONC. 4V"I tIr dP W MS'. EWMLLYSPACED EA D� p\ Vi S � N • O .I • �►.' `�, J z •� E OWAYMIN. 7 HOR¢ CLEARANCE BETWEEN BARS 87 MN. COVERTO EDGE OF COMIC. Mw(7)65E.W. $ _ p O O481140h24'4 MNArX16• rip W65'. EQAALLYSPACEOEA WAY MIN. 7 HOR¢ CLEARANCE BETWEEN BARS {r MIN. COVERTO EOGEKCONC:. W 63. EQUALLY SPACED EA WAYMN.THOR¢ CLEARANCE BETWEEN BARS{I MIN. COVER 1611(7165E.W. MIN (5)05 E.W. O W < z w z y M O + l3 05R1541t16' ® OBOY80'Y19 S.S EQUALLYACED EA. WAY MI. HORMCEARANCE BETWEEN WAY Mw.7 NOR¢OFARANCE BETWEEN BARS S S MIN. COVER TO EDGE OFCOMO dPWMSLEQUALYSPACEDEA WAY MN. 2` NORM CLEARANCE BETWEEN eVRS6r MN. COVER TOEOGE OFCONC: SL'Y MIN.PA ORIL EQUALCLEARA A TW E N GE BETWEEN WAY MIN. r HOR¢ COVERTO EDGE BARS SSMN.COVER roE00EOFCONC. OPWAS• EQUALLY SPACED EA NMYMIN.7H. COVERAMNCE BETWEEN BARS{r MN. COVER TO EOKNEOFCONC. SSWnI6' 4P WAS•. EQUALLY SPACED EA WAY MN.7110R¢CLEAMNCE BEIYVEEN BARS{? N. COVER TO EDGE OF MN (7)65EW. WN0)S5£.W. WN(B)i SE.W. MN(0)BBE.W MIN(10)6SE.W..� Z 0 0 O IOU ZO < Asa z. z 'lz' JJ H Q W m J _. Q � z �j = W 3 f d Q � � f z U J W Q (� Coo-- O q C ' - • 3TRKIDTIIRA EAT: TH =i OM IS ORAFTIND: 21 q z -BTRUCF: OP. a0EQK: cc u - NX WW J06 Nw STAR•15BBD SCALE: AS INDICATED DATE: 03Q7QS FOUNDATION PLAN I 1386-AR LOT 6 1386-M LOT 7 1386-BR LOT 8 1386-0 LOT 9 ,,,�,•-0. = s S2 . l COPYRIGHT MCD 2015: The information curtained in INS 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 2r BEARING WALL PER EXTERIOR WALL 2c BEARING WALL PER EXTERIOR WAIL IF BEARING WALL HOLD ERG WALL BACK CENTERUNE OF PUN - SHEATHING PER PLAN. PLAN SE DETAIL PER PLAN, HOLD.NOBASE WALL ABOVE - WALL 80 BASEBOARD IS BEARINGYFOOTER PLAN AND B . RI SEE DETAIL NF70/8D4 SEEDER-EINFR—MAT BACKSOBASEBOARD PLAN AND BEARING _ FOR MORE INFORMATION 2x P.T. BOTTOM PLATE ANCHOR TO HAVE MIN. SITTING TI WAIL SCHEDULE .. 2x P.T. BOTTOM PLATE .& ATTACHMENTS PER FOR NORE INFORMATION FOUNDATION ON T EMBEDMENT BELOW FOUNDATION SLOW &ATTACHMENTSPER PLAN F AX2') KW BELOW NON4IEARINO WALL LOWEST STEP OF MINS .(MAXI) 7 2x NANDBEARIN 2c P.T. SASE PLATE PLAN BUILDER TO PROVIDE SILL - ( CURB BUILDER TO PROVIDE SILT MAX j PUN AND BEARING CLEAR COMPACTED - CURS 167ALLER THIW WALL SCHEDULE FILL@85%STANDARD BUILDER TOPROVIDE SLLL SEAUNTANSUUTN7N - 8', CONTRACTOR TO ADD BUILDER TO CONC. SLAB PER (1) I6 COAT. W 1-7? - 3 SEALANTANSULATION DEN CONC. SLAB PER 'CONCRETE SLAB PER SEAUWTAN6UUTIOIN _6 {f)FS COAT. BAR - PROVIDE SHl MAX1 FOUNDATION PLAN COVERTYP. WS ^ W� 1 2x P.T. BASE PLATE FOUNDATION PLAN FOUNDATION CONCRETE SLAB PER & CENTEREDWTHW EAUWTANSULATION CONC SLAB PER •, , . - NDATION lAtl > W MIN.7 COVER CURS 10 w fr FOUNDATION PLAN FOU P i s b vAREs « a 3 f 0 S ' FpOUNDRTE SLAB GRADE SEE PUN. ;-• ./ �. - � i- �. .,'+ § b _ .. u. aAtADE m � - •-i I_i' . I <!<-. I• . `I ". T6 -I ( 3o _r (2) 05 BARS CONT. W tF 3AN CLEAN COMPACTED DENSITY 3COVER TYP.CHAIRSWMIN.3- ••� _ +i ul o B' B' M S •C p, m COVER e' 1'-0' FILL Q 95%STANDARD (2)e5 CONT. REBAR ON -:. 1 I;^ (L) #5 BAR CONT. (2) #5 BARS CONT. W .. a DENSITY 'I CLEAN COMPACTED W3•COVERTYP. 7COVER TYP. g e' 7 70' a �� i •fin - CWURSWMIN.3' \/ • i a • i COVER FAIL Q 94%STANDARD CLEAN COMPACTED (2) IS BARS CONT. W zy �, • CONDITIONS, SEE WERE 2ND STORY OCCURS. FIG ENDING SITE 8' f DENSITY �Qm %STARDARD 3' COVER TYP. FILL 95%SCOMSTANDARD FILL • ` �e x Q �. NL MF20 FOR SNNLL BE I'4WDE W(3)45 BARS CONDITIONS. SEE YANERE 2ND STORY OCCIAiB, FTG DENSITY WERE 2ND Y >4 WI $ 8� LL d EEP O ETAIL MF20 FOR WERE 2r0 STORY OCCURS, FIG WERE 2ND 370RY OCCURS. FTG !.. 2 K SHALL BE I'�'WLE Wp)tM BARS SHALL t' ib DEEP MONO , SHALL BE V' rIMDE Wp) s BARS SHALL BE I.4r WIDE W(JjAS BARS Ate':' O 0. 1 TYPICAL EXTERIOR FOOTING TYPICAL GARAGE CURB FOOTING t NON -BEARING SLAB STEP DOWN 1190DOUBLE STEP FOOTING BEARING SLAB STEP DOWN A—Fik FOOTING AT INTERI 114% �l 3M•=1'4r' 3/a'=t'd 3/4•=1'-M k J 3/COW k I 3W-I'4T ' •e•e 'ypr• _..._._ CONTAJPFNDINCTESITE CONDITIONS, i NOTETOCOSPECIFOR: I ALL REINFORCEMENT SPECIFIED IN PLAN yEINFy W DETAILS FOR REDID VERIFY W DETAK:S FOR RECD m - FOUNOATIONDETAILS NOAM RSTEM TO STEEL AT 2 STORY LOCATKWS STEEL AT29TORY LOCATIONS �. EDGE LS REQUIRED TO BE " NOTE AT FRENCH I ADIATIONSA SPECIFIED STEM DETAIL. DEEPER THAN I7 FOUNDATIONS AS SPECIFIED THIS DETAI..., LOCATIONS rc &tom" I� FOR E. <: CONTRACTOR TO -- 9 INFORMATION O MIN. 24' BEFORE '^ SEE FRAMING V PLAN , rc n z ANOTHER STEP � ' .�'t, ..• :.�`'.. VERIFY � � AND PARTY WLLL GARAGE I (o O CONC. SUB PER Ski? THICKENED t < DETAILS FOR MORE FOUNDATION PLAN SLAB W (1) se COAT Q WRED RECESS SLOPE INFORMATION W3'COVERTYP. �(^ FOUNDATION PUN -•,:'.. s'' GRADE r r• , t RE r �•* � • � A5 COAT. CONCRETE SLAB PER I 4' MI I,': " ; 't THRESHOLD PER MFFCS I •, �.; REINFORCEMENT SEE SPECIFICATIONS F t t el t FOUNDATION PLAN THRESHOLD PER O ` § '% � •,', _ m i+�;.r�� + .t'�:., FOR QUANTm sAiPEciFTGTwxs TOP VIEW 0 CORNER GARAGE W0.L 1 0 Q x 25' x 25• CORNER CONC. SLAB PER BEYOND Q 1t' _ - OUNDATKON PROVIDE 3W MIN. za _T L m — + BAR. ONE FOR EA • ••'. F PLAN E w ... VERIFY PLAN DETAILS ':' HORIZONTAL-'s''.•�� REQUIRED 05 CONC. SLAB PER - _ SLOPED RECESS AT Yz V •..'! REBAR, TYP. U.N.O. FOUNDATION PUN 4 i •a + `{- GARAGE DOOR 4 MAINTAIN -+' 4 I FT• . • I ! 1- O fq "I 4. _ 3'COVER TYP. `•`��'•+•�'�'•.I,-� DRIVEWAY BY BUILDER_ t W _, ..!!=TI�I '-:I-t�:J��'1��';'• '-fr �R. SLOPE. CONCRETE OR PAVERS Q.. SLOPE VERIFY PLAN DETAILS is-iii_ i BEND EACH COOT.PER MFG IY FOR REQUIRED 13 BAR AT STEP DOWN,. - SLOPE EXT. SURFACE CONT. BARS. MAINTAIN OR GRADE IA1 PER CLEAN COMPACTED OR INSTALL 45 NOOK •'� 3'CD�R BARS FOR EACH CONT FOOT AWAY FROM (3)eS COAT. REBAR I FILL BUILDING CLEAN COMPACTED (2)95 CONT. DENSITY BAR. LAP REBAR PER FILL Q 94%STANDARD ON CHAIRS W MIN. W T COVER TYP. 4' MIN. •4 Q TOP 0 TABLE MOOS ON SIA 1? FIBER EXPANSRW DENSITY W COVER t'4 `- REQUIRED PER APA o W AS REQUIRED .PORTAL FRAME SPECS Of z THICKENED EDGE F TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL 1 FOOTING AT INTERIOR BEARING F 3w THICKENED EDGE @ GARAGE DOOR w 3W-V4T 3/4"-l-W 3u'=7•tl 3W=I',W 3W=I'-0' 3W-l-T a _ . (2) •5 x 4'47 BARS 1' TYP. 2' SCH. 40 STEEL PIPE IF MASONRY WALL OR All REINFORCEMENT BNALL ZO J o � a CENTERED AT PIPE PVC OR SCH40 SLEEVE FILLED W 2500 PSI COLUMN IS ABOVE, MAINTAIN S CLEAR TO O LL Q y ww CONCRETE. BOLLARD HOOK VERTIGL L W PENETRATION TO BE MIN. 3FT TALL STEEL TO BOTTOM � ARDEXPOSED TTO TO w ' f Q I F 7/4' ROW OF STEEL WEATHERr. E701 y SEE FRAMING PUN O Q 8• CMU - v - AND PARTY WALL CONC. SUB PER a S PER EI.EV I J ` i FOUNDATION PLAN CONC. SUB PER FINISH I-_� ' I� IF CURB IS TALLER THAN DETAILS FOR MORE of I FOUNDATION PLAN S• C.M.U. FINISH PER 1—I I I ! I� t I S'YSkGVB" TNICKA38 SUP- STUD • S•. CONTRACTOR TO ADD INFORMATION 5' I FINISH FLOOR ELEV.STEEL SE PLATE ( COT. BR . IWN • z t 4 1 1-t?EMBEDMENT 7 COVER THAN 3'.O', ADD ASIF FOOTING IS R rc O J C FINISH FLOOR m 2 I k ' < ' i REFER TO `� 6 M1• BARS AT iM POINTS OF m PENETRATING I SECTION AA INTO CONCRETE 'i" 1-'! ! PIPE MAX 4' i -FOUNDATION PLAN w RgpE PENETRATING PIPE I -' E . I _�i- FOR COAT. CONCRETE SLAB PER < (2) t5 BARS Q TOP FOOTING DEPTH o Mq)(, q^ SEE FON. FOUNDATION PLAN > WHEN MONO DEPTH >? I- L" PU1N FOR - (I FOUNDATION 2" SCH. 40 STEEL PIPE EXCEEDS 2&•, IF ?/ S5 LOOP TIE (TYP.) �) SIZE d REINF. INFORMATION FILLED W 2500 PSI DEPTH <26• THESE !_: + i >< z I= J PVC SLEEVE MAX -/ : z -` REFER TO CONCRETE. BOLLARD E70X ' S BARS ARE NOT REDID j p H Z �.. - ' b � PIPE PERPENDICULAR TO FND TO BEMIN.3FTTALL _ GRADE o .0 6' DIAMETER - - : I !- 'L FOUNDATION PLAN {3t 1', i3 STIRRUPS 0 Ar _ i F- 6. °..: )TING PER PLAN FOR COAT. ... ..'... .. Sk5k3A)' THICK A36 - (. z • . (. CONTACT FOR FOR ADDITIONAL REVIEW. ... D.C.00WHEN MONO I a�� 2 �j �- • n b .. FOUNDATNN ! FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS STEEL BASE PLATE ! : < _ § DEPTH EXCEEDS 26` I �• GLEAN COMPACTED INFORMATION ..._.... .. _._._ .. i ' - IF DEPTH <�• THESE t r LWLI LL O 'I 'I I._ § FILLQ 95%STANDARD ,. .. r 411r x3tN' - r -- BARS ARE NOT REQU t=! Fm (SIDE VIEW) DENSITY FOOTING PER PLAN H „.. A A FASTENERS - PVC SLEEVE < CONCRETE SLAB PER W MIN. -! I _: i i - (2) t4 BARS COAT. W .. �- I� I - CLEAN COMPACTED m NSITY (FRONT VIEW) MAXB'aA -I I- PLAN IJD 2-IMEMBEDMENT 1,� I,-0 7COVERTYP. 1� FILLQ9%STANDARD p INTO CONCRETE O S Iry� I' CLEAN COMPACTED IF FOOTING IS TALLER THAN 3'-P, Q =1 I C I I FILL 095%STANDARD (3) IS CONT. REBAR ON FOOTING IS REQUIRED TO BE 3'-0• WIDE mm C DENSITY W MIN. 7 COVER W (4) 95 CONT. SANS W 3' COVER 0- CHARS tq <w 4 Ft TYPICAL FOUNDATION PENETRATIONS y r=1 { I! I — F1 BOLLARD DETAIL F1 PARTY WALL FOOTING W/ CURB F2 DEEP MONOLITHIC FOOTING ? o p 3/4•=r-0• PIPE PARALLEL TO FND 3w-1'-w 3W I'4P - 314'=P41 mw +. 00 ALL REINFORCEMENT SNAIL I SEE FRAMING PUN & ~ 0 A MAINTAIN 7 CLEAR TO GRADE AND 1-10CLEARTO PARTY WALL DETAILS m Z s i ANY FACE EXPOSEDTO SEE FRAMING PLA N d FOR MORE - WEATHER C PARTY WALL DETAILS INFORMATION pp f O m (A = O (j (2) 05 BARS Q TOP FOR MORE I o W m WHEN MONO DEPTH INFORMATION IF CURB IS TALLER THAN E7(TERK)R WALL 7 i? g � y EXCEEDS 2W- NOT ^ rc T, CONTRACTOR TO ADD SHEATHING PER PLMI. w O Q Z REDD. IF LESS THAN. < EXTERIOR WALL (2) 65 CONT. BARS W MIN. SEE DETAIL WFIQ0X it = W M DEEP O SHEATHING PER PLAN. 2'COVER FOR MORE INFORMATION Q n f•- IL O (1) 45 BARS Q NOSING SEE DETAILVIF10SIM CONC. SLAB PER FOR MORE INFORMATION w 4 BUILDER TO CONC. SLAB PER i5 CONTINUOUS REBAR R FOUNDATION PLAN a SROEAUM�.TION FOUNDATION PLAN AT NOSE, MAINTAIN MIN. _ J X O BUILDER TO > 3'CONCRETE COVER k W W N ' . s CONCRETE SLAB PER PROVIDE SILL CONCRETE SLAB PER a } . , FOUNDATION PLAN VARES, z W r - . ' •' S1• ` ,'t. it' NI man FOUNDATION PLAN SEAIANTANSULATION O t" w m b a a D. STikHEN MO 48' I' t y .a N GRADE m w w k • _ GRADE O.C. WHEN MONO �g{ _ f' .l" :: I i' 71, i I ,. t: I' I O S1R11CR1wLL ENu TH IF PTH DEFT IS EDS LESS26', I :,t , .:�.: '� z I I�I^ GRADE `/ . -i ii -b - L. ,; DRAFTIN3 ni o _f sl -- - _ -i T DEPTH IS LESS - - - -i - THANZ6':STItRUPS `` •�!'-! � �.� - - _�I � 41TRUCT. pp ARE NOT REQO. OC CIEs(:. CC e • y - - (W 3" COVER TYP., v J0B Ne. STAR -ISM (T `. _ (3) #5 COAT.11_ w CLEAN COMPACTED �. - (3)#SCONT.RESAR `yt FILL Q95%STANDARD 2T (3) AS BARS COAT ® ON CHAIRS W MIN. I �I I-• - CLEAN COMPACTED ON CHAIRS W MIN. V'� L CLEAN COMPACTED ram+ SCNE. AS INDICATED FILL N885%STANDARD 3'COVER II CLEAN COMPACTED DENSITY - TEP SECTION W3' 3` COVER FILL Q 95% STANDARD QAIE: 0Y22/23 COVER TYP. 1S DENSITY t''B FILL 95%STANDARD DENSITY - DENSITY DEEP MONOLITHIC FOOTING W/ STAIR EXTERIOR PARTY WALL FOOTING F3� EXTERMIR PARTY WALL FOOTING i FA\ FOUNDAT oN GARAGE STEP-DOWN - NOT USED ^ 3/4'=t'4T 3/4•=1'4r 31d'=7'4r 3M'=1'4T m z 3 z COPYRIGHT MCD 2016: 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, TLC is strictly prohibited. ~ SHEAR NULLL SCHEDULE EXTERIOR FRAME WALL EXTERIOR FRAME WALL NOTES STANDARD IST FLOOR FRAMING RWALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT of . AG. PANELS 512E EDGES FIELD TOP PLATE BOTTOM PLATE VER71CALLM HORIZONTAL WISIMPSON 5firTHREADED I7J0OLT SCHEDULE (sTARUGHMTI 1 BEWITHIN THE WALLALL STUDS N OFT END ZONE. SEE COMERTSR AMO_VE SIDEREDTO NOTES: TREK MD ROD FOR STUD SPACING PER EXTERIOR FINISH MATERIAL ww IN wo.C. IT o.C. (2)-Rows 70.C. 7O.C. MIN.21 STUD 2C 37 37 2 STUD SPACINGSHALLFOLLOWTHE CHART ABOVE U.N.O.ON THE 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARECONSDEREO SHEAR 3AN PER DETAIL COMMON C O.C. 17 O.C. (2HRows 7 O.C. 7 O.C. - MIN. STUD PER DETAIL IV 2C 2C EXTERIOR PLASTER F94W FRAMING PAW. WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. O WFIOISD4 (0.131• x WFIOISD4 3. SEEI)ETAILWF1018D+ FOR REQUIRED WALL SHEATHING ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WFWA ON F WY3 2,5•) 7O.C. 17 O.C. (2)-ROWS 3. O.C. 7O.C. MIN. 9ZH OR h STUD 17 IC IV NOTES a CONNECTOR LEGEND SHEET WAIL HEIGHT INTERIOR ZONE END ZONE THICKNESS iNAa1NG PATTERN. OW2 Z O.C. 17 O.C. (2)-ROWS 7 D.C. 7 O.C. MIN. (2H21 OR a STUD NOT ALLOWED 17 17 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF 2. AT ALL WNDOW I DOOR OPENINGS A IST FLOOR, CONTRACTOR W7 17 GYPSUM 5d COOLER- 7. D.C. 7. O.C. 7. O.C. 7.O.C. MIN. 21 STUD MIN. 2, BLOCKING 24• 37 ST S'-0w 2x4 SYP t2 A Is- O.C. MAX 2x4 GYP 04 A IV D.C. MAX NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO TO FOLLOW DETAIL WF0MD2 BE REMOVED AND REPLACED. F MORE THAN 2D%OF THE IAS Od W O.C. 17 O.C. 4. D.C.. 4.O.C. MIN. 2. STUD 2C Sr SHEATHING IS OVERDRIVEN. CONTACT FOR FOR REVIEW OF 7n8• STRUCTURAL COMMON 8'-0• 21M SYP f2 A IV D.C. MAX 2M SYP MQA /70.C. MAX EXTERIOR STIRS. 3. AT ALL CORNERS. CONTRACTOR TO FOLLOW W80WSDt4%A, � � ,l:W 4. O.C. 170.C. +•O.C. /'O.C. NIN.2x STUD PER DETAIL 1S• 2C 2C `.. •• - SHEATHING (0.131' x WFIO/SD4 4. F WALL IS FRAMED WITH 2x8 STUDS OR LARGER. STUDS ARE TO U.N.O. ` s` t9vJ - 70.C. 1Toc. 4'O.C. 4•o.C. MIN.(2}2x OR 4x STI1D 17 1B' 1C - 2a-112A17O.C.MAx 2x48YPf2AI7O.C.MAx ` 15A37 SHEATHING 2.V) BE MIN. OFF a O 18. O.C. MAX U.N.O.ON FRAMING PLANS. 4. F SHEATHING K MOT INS7MLED CONTAIN ` Fl D.C. CO.C. MIN. Q}2x OR 4: STUD Nor ALLOWED 1T I2 ALL E SNAIL BES D 8Wa. AILEXTE KR IN ,ME f0'-0• 2x+SYP 010 17 O.C. MAX 214BW flOSO.C. MAX FROM BOTTOM OF FLOOR SYSTEM TO DO ULTIMATE WIND :139 MPH EXPOSURE: C FRAME WALL, INSTALL REQUIRED SHEA 06 )OLER NA. SHALL SEWN. OASS .1515• LONG & ISlW HEAD. No. S TYPE W` DRYWALL SCREW (MIN LONG) MAYBE USED IN UEU OF Sd COOLER NAIL EXTERIOR SIDING PER PLAN DETAIL WF101SD4AT ALL L fit` TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADOMONAL INFORMATION S. �••�f� f IIfE 1R6\ ✓,. UT TO DETAIL WF07A ON LEGENDS a SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. S REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTB REQUIRED WALL HEK94T INTERIOR ZONE ENDZONE ANY INFORMATION WRITTEN ANDIO I. PLAN I BUILT UP COLUMNS, CON pft LEVEL SHEAR WI1LL ONLY. S'47 2x4 SYP f2 A IS• O.C. MAX 2.4 SYP 62 A Ur O.C. MAX NOTES. SHALL SUPERCEDE ANY INFW A 44i ,[ N (2Dc_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFO81 303 STANDARD DETAIL. IF ANY ITEM IS IW C T TfN�Pt�% q xF = SHEATHING TO BE APPUED TO BOTH FACES OF WALL SEGMENT 9124+SYP 02 A IVO.C. MAX 2x4 SYP f2 A IVO.C. MAX ENGINEER OF RECORD FOR ADDI7RM/ALC �• -1 ;"'� -0• . r Afi nSHEAR WALL SCHEDULE W/BOTTOM ANCHORS BUILDER NOTE: W-C WSYPf201WO.C.MAX 2x4SYPf20IG•O.C.MAX WALLL • IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS 1047 I 2x4 SYP f2 A 12.O.C. MAX 2.4 SYP 02 A /7 O.C. MAX ✓ .�� MANUFACCMANUFACTURERS LAYOUT -im-T.O.W. IST FLOORINTER✓ I ---STOP- I ING-NR 13BB-LR I3BGdOt I3GSJ (13.MWWMIM.-AR 1397�A IM43R ,3GGC INICGRIEXTEj,R10R � . - _ -S'-1• T.O.W. 2ND FLOOR •... �' AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY z' INTERDRIEXTERIR t R BUILDING FAY Iw TRUSSES 1 o y BEARING WILLL �� f i I i IT 2.4 SYP f2 EXTERIOR FRAME WALL STUDS A 17 O.C. MAX * - ALIGN WITH COLUMN ABOVE E8W3 ESWB ESWe ESV48 EeWe � � 1 1 1 i 7 F I I M APPLY TO ENTItE s 7 F 7 D I i D 7 7 F ] I f i_ _ Z REARW? LLOF 1( 1 I m END UNNIT 7 13 E11 E 13 7 -- +( I I { F 7 Rm7 H4x/0 MR.I H4x10 Pont I w ' 19 13 E 7 19 E E 13 7 ax U�`. E 19 I H4x12 S S S i H4x12 I ;; ,. W .. ' Rm1 M4x70 D H+x10 p Rmt NNc70FT D -- H4x12 i i -H4x1215 1 q Z E 12 18 11 13 E F 19 11 18 E C 7 E 13 7 E 13 7 p 7 7 C 7 O 0 7 7 D 7 13 E 7 13 E o 7 D 0 0;W i FJ3 FJ3 __ w 1 FJ3 E Mi FJ3 E A FJ9 c U ii BEAM LANDING 9E HANDING ....... :2d1 LANDING BEAM 1; D 8218 LANDING BEAM C �_ _ 8218 tAtWING 1 1 5 NOTE; DOWNSET HEADER AT - TE NOTE: DOWN HEADERAT _ BEAM u O ':-::: DOOR LODATDN "' E ---::.j D ':-::-. DOOR LODATKkR 3 y D 1 - K O ...- " NOTE: DOWNSET O MEADER AT F _m .' I NOTE ATTACH BEAM TO g A r NOTE: DOIM/SET HEADER AT -.-- 1. NOTEATTACH BEAM TO 5.. _ I .....:::: i NOTE: DOYYNSET HEADER AT 7 --- - 1 - v `an O _ DOOR LOCATION E r� , MIN. 3-PLY BUILT UP COLUMN BETWEEN x : L DOOR LOCATION E 1 - MIN. 341LY BUILT UP COLUMN BETWEEN E DOOR LOCATION "LL ¢ V 1. NOTE ATTACH BEAM TO i = DOUBLE TOP PLATE a �: NOTE ATTACH BEAM TO g = _- T % DOUBLE TOP PLATE a 1 g NOTE. ATTACH BEAM TO -^ p. Z MIN. 3-0LY BUNT UP x HEADER USING MUC41 D E :::.3 MIN. 3-PLY BUILT UP -' E D HEADER USING__ UC48 = BUILT UP 2 COLUMN BETWEEN DOUBLE TOP PLATE a - - 1 �_ - f - -- ^I _ .- 82112 ! _ . j; COLUMN BETWEEN DOUBLE TOP PLATE 8 -- #.� -`;L B2c12 ___ _ 1 - % COLUMNYBETWEEN DOUBLE TOP PLATE 8 _ ! O F m ._... HEADER USING HUC46 O E.- -.1 BEAM -X HEADER USING HUC48 D .. I E ..- LANDING BEAM I : E _- D HEADER USING HUCIS i O N LL FJ5'I. 82x12 @ ._ E _.: _ ___ 82112 "i I I` f.7 i .,�I FB / 1 _ �- i O J LL ............ __ _ '� __N _ LANDING_ m. 1 - -i LANDING { ... ...... O b __ .._ BEAM % BEAM /-� N2. 1~jJ W BWI _ 1 i i E d - aVVI .•^.^^.^...^...•, _ i m N ¢ BWI p BW, ... .. D - BWt i rc w V D m FLATS HEIGHT AT C OF FLOOR SHEATHING Ir FJI E F.M ( O rc E FJ, ( - FJ1 E E 1 FJ3 E li FM Q F p� FJ3 K FJ3 EE I FJA3 .. O W ` 11 E i OW2 i C OW2 B _ dM 11 E 0111 H1218 H218 M218 i -_ f W 3 eYvt s to to Bwz am 0 4 = 0 FRROONTTYVML OF H2112 M21G FM yy 7 12 E N2R H2dt FJ4 H12b - H2x8 - O f- Z i ,Ti:;= E 12 7 � FJ4 ��� Q END UNIT is a FJ4 BNQ , ca era o 0- 4 t: FJ4 � ESNO _ _ _ '1� _ FJ4 � 7 12 E _ � _ - E I2 7 � FJ4 _ � H4x12 Rm1 MUD FJ4 M35W 25 Rmt FJ4 i W Q' H 124' Rm, H3.&&.25 ® ESYID 19 13 E D 1 17-217 I I 1 1 1 ' I H4x12 17-2I W H4x12 Rmt H&Sx9.25 1 H3.5x8.75 Rini H402 1 _. I I I 17-217 1 17-2 /7 1 1 , 1 Z A SYP 02 EXTERI i FRAME WALL STUDS A 17 O.C. MAX f I b n a O w vo (L BTRWnAftea TH ORIFRHS: 4IR QOaCC J(61b. STAR-15M9 MAtE: 7FD - 1386-NR LOT 1 1386-LR LOT 2 1386-KR LOT 3 1386-J LOT #4 1386-M LOT 5 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND FIRST FLOOR 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, I.I.C. Any use, duplication, or transfer of these documents without the eXpPassed, written Consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. � S5 SHM WALL SCHEDULE STANDARD 1ST FLOOR FRAMING EXTERIOR FRAME WALL LHEM WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PATE ANCHOR BOLT m TAG PANELS am EDGES FIELD TOP PLATE BOTTOM PATE VERTICAL HORIZONTAL WSIMPSON SWTHREADED 12•J-8OLT NOTES: SCHEDULE �ARUGNn TREN HD ROD EBNS Sd rO.C. IT O.C. MAOWS YO.C. S'O.C. MIN. 21 STUD 2r 37 32' 1. ALL EXTERIOR VOLLS. LESS OPENINGS. ARE CONSIDERED SHEAR ESVW PER DETAIL COMMON 4. O.C. 7r O.C. (2fROWS 7O.C. r O.C. MIN. 2<STUD PER DETAIL IV 2r 2r WAIAU.N.O. ATTACH SHEATHING PER NAILING SCHEDULE EXTERIOR PLASTER FINISH(0131• x ATTACC H BOTTOM PATE TO FOUNDATION PER DETAILWF07AON ESM WFIOISD4 2Z') 3' O.C. 1r O.C. (2)-ROWS 3' O.C. r O.C. MIN. (2)-2c OR 4x STUD WFIOISD4 IT 7r IL' NOTES &CONNECTOR LEGEND SHEET WALL HEIGHT INTERIOR ZONE END ZONE ESM r O.C. IT O.C. "ows r D.C. r D.C. MIN. (2)-210R 4. STUD NOT ALLOWED IT 1r 2. AT ALL WINDOW I DOOR OPENINGS 0IST FLOOR, CONTRACTOR law? 12'GYPSUM Sd COOLER'• rO.C. rO.C. rO.C. TO.C. MIN. 2, STUD MN. 2I BLOCKING 2r 3r 37 TO FOLLOWDETAIL WFOBISD2 S'4" 24 SYP 020 IV O.C. MAX 24 SYP 020 IV O.C. MAX _ 19B&NR 13BBLR 13884KR 1988J 13B&M NIBS -AR 13874A 1338•BR 13BBO ISWB Bd wo.C. 1ro.C. rD.C. rO.C. MN. a, STUD 2r Sr 32" 3. AT ALL CORNERS, CONTRACTOR TO FOLLOWWSOaISD4 VA 9'47' 2o4 SYP 020 IV O.C. MAX 2148YP•2017O.C.MAX ° I8VA 711VSTRUDTIRAL COMMON rO.C. 1r O.C. D.C.r4. O.C. MIN.2. $TUD PER DETAIL IB' 2r 2r BUILDING�Y 1SHEATHING OR AIM'- WFIGFSD4 U.N.O. ISNB Is/sz SHEATHING 2.S) 30.C. 1z O.C. rO.C. WO.C. MIN. a}21OR "IT /2 13' 16` W- 24SWS201r O.C.MAX 24 SYP 32 �� IS%2 r O.C. it O.C. r O.C. 4. O.C. MN. Q)21 oR 4. STUD Noi ALLOWED 7r 1r 1. FROM BOTTOM SHEATHING W F FL INSTALLEDCONTINUOUSTO DO BLE TOP PLATE OF (ONE LOUD PEKE) _ - - - - 'U.N.O.: IOR FRAME SHN.I SHEATHED PER EXTERIOR VWILLS, SS OPENINGS. ME CONSIDERED SHEAR WALLS FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING ltl-0` 2N SYP 81 01r O.C. MAX 2N 0 C ° . '• 5d COOLER MAIL SHALL BE MIN. OASS'x74A1' LONG d 15 W HEAD. No. a TYPE W DRYVYALL SCREW (I -Ur LONG) MAY BE USED IN LIEU OF Sd COOLER NAIL PER PLAN DETAIL WF1013D4 AT ALL LOCATIONS AS REQUIRED. EXTERIOR SIMG V •• • REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS. AND ADDITIONAL INFORMATION 5. ANY INFORMATION WRITTEN ANDIOR DETAILED ON THE FRAMING O •• WALL HEIGHT INTERIOR ZONE h • Ii O REFER TO DETAIL NF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. d REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED PAN L4. BUILT UP COLUMNS, CONNECTORS, ENGINEERING • it AT 1ST LEVEL SHEAR WWLL ONLY. NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN DNA z + •'A n �V W WHEN (2)2x STUDS ARE USED, ATTACH STUDS TOGETHER PER WF'OII SD3 STANDARD DETAIL. IF ANY ITEM IS IS OUESTON8, CONTACT THE w4r 2.4 SYP I2 018' O.C. MAX 1 • ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. •SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT W4r 2x48YPI201CO.C.MAIBo :2 O. y f YY SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS gLe 2.4 sw a 0IV D.C. w7Xs Co. . 3W-I'.W Wa 2.43YP17201r O.C. �} '3 Z �o EXTERIOR FRAME WAU• �� '$� Lei LL =I ( I I I. Y MILL STENOS WRINN SFT OF EACH BE VYRHIN THE WALL END ZONE. SEE •• 1 1 1 REQUIRED STUDBPACINGPER EXTERIOR ••• IOU I I I 2- STUD FRAMING SHALL FOII THE CHART U.N. A A �II -. 1 1 1 3. SEE DETAIL & NAILING FOR REQUIRED YWLL SHEA7 THICKNESS a NAILING PATTERN. //'�� J ESNB ESNs ESWB ESVA 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT 0 MRORNENAIE NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO I 1 1 1 1 BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRIVEN, CONTACTEOR FOR REVIEW OF ILL 4. MM�LNL IIS STUDS. MED WITH 2.5 STUDS OR LARGER. STUDS ARE TO BE MIN. SPF 02013' O.C. MAX U.N.O. .O. ON FRAMING PLANS. - 14rm 7 F 84 7 D I I 7 F D4 7 D I APPLY TO ENTIRE ULTMATE NAND SPEED: 139 MPH EXPOSURE: C 8 Z li 1 ;I 1 REAR WALL OF y P II 713EI END UNIT - * 00 WALL LEGEND SF E 73 7 Rm1 H4x10=9'-1'T.O.W.ISTFLOOR INTERIGRIEXTERIORN412AiM _ 11FI1412S ^ f E to BEARNNG WALLRm1 H10 Rm74x10 i — =e'-r r.o.w.2ND FLooRINTERIORIEXTERIOR E 13 7 E g H4xt2 E 13 7 E 19 7 p 7 I H4x12 1 BEARING VA%U *= ALIGN WITH COLUMN ABOVE _o E 7 13 E D 7 71 13 F E 13 11 19 72 E BUILDER NOTE. On IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS °O - W FJ3 E FJ3 i MANUFACTURERS LAYOUT � O --STOP— AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY FJ3 FJ3 TRUSSES = g (� 82.3 LANDING Sae LANDING n Q BEAM BEAM __ BM LANDING f = NOTE: DONMSET D BEAM f '1 NOTE: DOWNSET D BW LANDING 3 i HEADERAT HEADERAT BEAM u DOOR LOCATION p DOOR LOCATION rc So- O J; E .._. .... E D NOTE: DONMSET I_�— 1 i NOTE: ATTACH BEAM TO -FJg HEADER AT ''''� NOTE: ATTACH BEAM TO HEADER AT o O j O - ...... NOTE: DONNSET A".. ""O Y MIN.3PLY BUILT UP x 1 — DOOR LOCATION a „ MIN. 3-PLY BUILT UP x / NOTE:DOOR LOCATION ATTACH ° ! COLUMN BETWEEN s = E COLUMN BETWEEN E .,,,� O 3 L DOUBLE TOP PLATE d I 9A NOTE: ATTACH BEAM TO �r I .. �.: DOUBLE TOP PLATE a I AT 4I:. - Z m HEADER USING HUC48 p - N MIN. 3PLY BUILT UP HEADER USING HUC48 p x MIN. SEEM BUILT UP aa F cC TT ..'F E 1 x COLUMN BETWEEN n: FJS E_ 1 __ COLUMN BETVYEEN ® y G c T — iRy 82x12 DOUBLETOPPLATEa I 8202 _ DOUBLE TOP O o IyL Ay Q I LANDING— _ I t_.. _ FJ aI BEAM E D HEADER USING HUGSLL .c-, s OEM E .ia E i D HEADER USING la W y ::LANDING EE NG HUC48 p 1� ugh LL 81IV1 1 .'.�- UWDING ._.........; ..--__._i ._.f`...�FY a 82,12 - _ —LANDING - BEM/ j rt. FJS BYVI _ _ BEAM O 11 E i W y W E T. .. E 11 LIV2 W D i�dr �p ry ' yy � ISNA 11'8 HEIGHT AT BOTTOM °FM FJI ' E L'j FJ7 E OF FLOOR SHEATHING m Z q nz + FN FJ7 _ Qthe E I E - i F Z FJ9 FA z S r N s `? j F c FJ3 I FJ3 a W 0 8 BW2 f i i am E 11 0`� ::. H213 H2x8 . f i i H24 H2.e n n 101 tM amI IIE @ � BW2 E 11 Z W j APPLY TO ENTIRE r m FM yFJ4 7 12 EHis F�FJ4 7 12 E Hh6 3 END UNIT °F �i J %� Q _.. ■ W S Wco • BN2 BW2 E 12 7 FJ4 -- ___ ' BW2 FJ4 ' t J F.Y/ � ESW9 NbA2 Rmt 113,5021 BW2 ~2 Rm1 H3.519.25 FJ/ m d M W _ ___ ___ _ 1 17-21? D 1 H3.5x9.25 Rm1 H4112 1 1Y-21? D 1 H3.519.25 Rmt 1 4r o STRUCTUM EN I: TH E 13 79 ro ORP*-nM i 7Y-21? I I m E® j $i iImILT: OP 1 1 i D U OC CHlCN: CC F JIINo. STAR-15M9 y SC/IE: AS 01dCA7E0 1386-AR LOT 6 _ - - -- FIRST FLOOR FRAMING PLAN w NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND S5.1 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. ~ HEADER SCHEDULE BEARING WOOD WALL SCHEDULE - TAG KAM FASTENERSSTUO CONNECTION FT CAP. Tom' SPACING SPECIES BLOCKING H2w8 (2)21882 GYP W OPT. t FLITCH PLATE ATTACH KING STUD TO HEADER W (8)01S7 x 31? NAILS T� BOTTOM LF) (ELF (42 SSYP ATTACH KING STUD TO NEADERW ® IV SYPF2 (3)0.148'x 34W (3)0./47 x 31M' NO UPLIFT MID -SPAN M2.8- WOPT.}FLITCH PLATE (8)MIa7.x312 NAILS TOE-NARA TOE41A&S ® 18• SYPA2 (1)SOVIC15800 (1)SOMISC0 270 PLF MR13PAN (2)200A2SYP ATTACH KING STUD TO HEADER W H2110 WOPT. }FLITCH PLATE (1030.187x31? NABS Q IW SYPA2 (t)SOVMC15SM (7)SOMIS60 270 PLF ?APT. Rpx1292SYP ATTACH KING STUD TO HEADER W - HZd2 WOPT.r FLITCH PLATE (1gO.1Q'x312 NA&.S ® 17 SYP82 (3)0.148'x3-IW (3)0147x34Ar NO UPLIFT MID -SPAN (312112fJSYP ATTACH KING STUD TO HEADER H3x12 W OPT. f' FLITCH PLATES (IM0.187 x 3 0 NAILS TOE4YU8 TOES ARA ® 17 SYPA2 (1) SOMYCIS800 (1) SO I C1SM 380 PLF M04PAN H3.SAS (2)7.76515.S LVL ATT KIND STUD TO HEADER W I8I0.187x312 NA&S H3.Sz7:2S (2)1.76'x727 LVL ATTACH KINGS O HEADER Vd ® 1Y SYP/2 (7)SOWC16800 (1)SOVYC15450 380 PLF to PT. (8) O.18T x 37? MALS 173.Sx9.25 2)1.755M77 LVL ATTAGI KING STUD TO W (tq 0NGSTU T NAILS ® IW SYP112 (1)SDWC15900 (1)SDVIIC1S/50 517PLF MID -SPAN H5.75x11.75 (3)1.75k117S LVI. ATTACH KINGS TO HEADER W (12)0.187x31/I NABS ® 18" SYPlr2 (1)SOWC15ew (1)SDVMC15450 517 PLF 113 PT. H4x8 3.Sx5.5' AFP 1SE SHORT SPAN ATT H KIND D H W HEADER (6)0.167x372 NAILS O 17 SYPA2 (1)SOWC1SB00 (7)SDYM016460 890 PUP MID-SPAN f7018 3.S'x7.25' AfP 1.8E SHORT SPAN A ACH KIND D M W HEADER (a)0.187x31?NAILS SWR 17 SYF82 (I)SOWOIEBOD (1)SCIMISM 880 PLF 14 PT. HWO 33W.8' AFPISE SHORT SPAN A ACH KING W HEADER (70)0.1S7x312 NAN.S BWI 17 SYPf! (1)SDWC15500 (1)SDVMC1560 778 PLF MID -SPAN ~2 3"12S AFP IAE SHORT SPAR ATTACH KING STUD TO HEAVERW (12)OIsrx3-V2 NM.G P40R SEE DETAIL H0/4 THIS PAGE END VERTICAL TO KING STUD W (6)- 0.131x7 NUULS HEADER SUPPORT SCHEDULE SM.FORWALLIMOIN OPENING SIZE JACKSO EA ETC KINGS Ell END - STANDARD BEARING WALL W/STRAPS NOTES razor-m I I 4'-0' TO T-11' 2 2 84T TO V-it• 2. 3 1 VERIFY WPLAN FOR WALL SIZE. ASSUME 2.4 STUDS U.N.O. 2 ALLLUMBER TO SE EFHER SPF l2 OR SYP 82 U.N.O. ALWAYS IA& STUDS TO TOP AND BOTTOM PLATE W (3) lO-0' TO 12-0' 3 4 0.131' x 7 TOE -NAILS. ALL LOAD BEARING WALLS SWILL HAVE SYPAZ DOUBLE TOP PLATES & BOTTOM PLATE. STANDARD HEADER NOTES 3. CONNECTORS ARE TO BE INSTALLED ® EA STUD U.N.O. A 2.6 STUDS. USE BPS AND B 20 WALLS USE BPS INSTEAD OF INDICATED SP4. - 7. VERIFY,.PLJN FOR CORRECT LENGTH OF HEADER REDS. SIZE INDICATED ON PLAN IS 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. MINIMUM REDID. PER LOCATION. LARGER HEADER MAY BE INSTALLED W OUT APPROVAL ' F'BW CAV2 ED OUT ON si FUR. SEE PLAN FOR STUD TO STUD CONNECTIONS. FROM E.O.R. . MID OR j PT. SLOC49NG TO BE 2x W(2) 0.131' x 7 TOE OR END4AILS EACH END. 2. ALL HEADER JACKSAOdGS TO MATCH IAALL 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 Y1FWS02. ANCHORS DEFINED IN DETAIL WFWA ON THIS SHEET. 3. NAB. HEADER PLES OMCLUONNG LVL.) ) TOGETHER USING (i) ROWS OF 0.14NAILS O S.NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REOD. IF BRG. WALL IS NDICATEO'NO /70.C. ONE SIDE. MIN.7 FROM TOP AND BOTTOM. USE (3) ROWS F HEADER IS 1,10 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-NAILEDJEND NAILED TO THE PLATES & THE 2t P.T. BASE PLATE CAN BE ATTACHED VBHARD CASED INTO HEADER GUN NAILS AND WLL NOT RED. THE ANCHOR SOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 4. NAIL KING STUDS TO HEADER Wp) 0.148TO' TOE -NAILS PER SIDE IN ADDITION TO NAILING S. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD030301 U.N.O. ON PLAT PER HEADER SCHEIXILE. 10. AT HEADER LOCATIONS WTHIN BEARING WALLS SEE DETAIL WFWSD2 U.N.O. ON PLAN. S.IF MORE THAN (1)IONG B REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL READ. 11. COLUMNS WITHIN BEARING WALLS WUPUFT THAT DO NOT SHWWA BASE CONNECTION: CONTRACTOR TO MAULS FROM lot KING INTO HEADER THEN ATTACH ADOIT'L KING PER OTL WFW SD2 INSTAL SPIN SPOT BPS AT EACH STUD TOPBOTTOM AND HAVE AN ANCHOR (AS DEFINED BY DETAIL WFO/A OTHERWISE, CONTACT E.O.R. FOR REOD. WOOD SCREWS. THIS SHEET) WITHIN S' FROM THE COLUMN. e. IF HEADER is NOT SPECIFIED CONTACT E.O.R. 2 IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 3. AT NON-BFARING WALL LOCATIONS Zx4 SPFA2 STUDS 0 24m- MAX. ARE ADEQUATE. AT NOWNEARING S.SEE DTL VWMS02 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS HEADERS USE (2)a14 FLAT WISX1.731•x7 TOE -NAILS EA SIDE AND CRIPPLES AT 24"0.0. AT 2-STORY OPEN AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. L AREAS INSTALL NON -BEARING WALL STUDS ®1Bb.a A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE)AND 9. AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: SINGLE TOP PLATE ARE ADEQUATE LEAVE A It GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER E =1800000 psi, FB =1500 psi, FV-175 psi, POPERP-S50p*L (2) 0.131"x7 TOE -NAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w1E1THER GUN NAILS 037- OR (2) U1 WHERE SYP 92 SULT-UP HEADERS ARE SPECIFIED ON THE PLOWS, AFP 1.8E 0.14BX3-1N' NAILS TO EACH FLOOR TRUSS. SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION UB K; 4. IF QUKTE CABLES ARE SPECIFIED TO BE INSTALLED WTHIN ANY BEARING WALL INDICATED ON THE SCHEDULE ON SHEET WP7. ABOVE BEARING WOOD WALL SCHEDULE, NO SP4'S ARE REQUIRED. 1I. AFP 7.8E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. "flat Ia 2-7/4' MIN. 12 SIMPSON TREK-HO SCREW SUBSTITUTION: AS INDICATED ON THE STRUCTURAL PLANS 'BASE ANCHOR INSTALLED O MAX 24' O.C. W MIN. CONNECTOR• I.. SIMPSON TITER -HD, 12 THREADED ROD, T EMBEDMENT INTO FOUNDATION. AND Ir1,1eOLT, MAY BE INSTALLED AND OR SUBSTITUTED . MAINTAIN A MIN. 2-1W EDGE DISTANCE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW FROM THE CONCRETE OR MASONRY FACE. FOLLOWNG THE INSTALLATION INFORMATION PROVIDED ON INSTALLERS: REFER TO MANUFACTURERS THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. MINDLMACN? ALL -BASE CONNECTORS' SHALL BE SPACED AS INDICATED IIBIfADlD 100D8/ �LYAICHOLC THIS SCHEDULE. 7 FROM ENDS OF WALL FRAMING, AND 24W DRILL & EPDXY: MIN. 6N' THREADED ROD, WTHIN 8' EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F1554 GRADE 30. Fy381ox, F-S", INSTALLED O MAX. 32- O.C., W MIN. T / AT INTERIOR FRAME WALLS: SIMPSON BP OR SPS72 SO. EMBEDMENT INTO FOUNDATION USING IWSHER OR EQUA (7a'S13/18). SIMPSON SET-XP EPDXY OR EQUAL. 2 AT EXTEROR SHEATHED FRAME WALLS: USE SIMPSON MAINTAIN A MIN. 2-IM EDGEDISTANCE D ANCE BP OR $Q. WASHER OR EQUAL FROM THE CONCRETE OR MASONRY FACE USING OLESD7271 3. WHEN USING WASHERS MATH BLOTTED HOLES, A STANDARD CUT WASHER IS REQUIRED BETWEEN NUT JM MTT AND THE PLATE WASHER. MIN. 7? JSOLT INSTALLED a MAX 32' O.C., 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER 2 W MIN. ASTM A307 OR BETTER W MIN. T SHALL EXTEND TO VTHIN 120F THE EDGE OF THE -12' EMBEDMENT. MAINTAIN A MIN. 2-1M EDGE LEG DISTANCE FROM THE CONCRETE OR BOTTOM PLATE ON THE SHEATHED SIDE. RY MASONRY FACE. LEG OF JSOLT SMALL BE 101 MIN.1-1?AS MEASURED FROM SHAFT BUILDER BUILDER SHALL USE AN APPROPRIATELY SD HEX NUT FACE TO END OF LEG AS SHOWN THIS MATCHING THE DIAMETER OF THE ANCHOR. VERIFYALL SCHEDULE NUTS TO SE INSTALLED SNU6TIOM PLUS 20'4 OF A.M. STANDARD BASE PLATE CONNECTOR SCHEDULE U4"•1'4r TO.ACK STUD TRANSITION WALL SHEATHING. - THICKNESS AND TYPE PER PLAN SEE HEADER SUPPORT- SCNFDUE FOR REQUIRED KING STUDS -NAIL END VERTICALS TO KING STUD PER HEADER SCHEDULE. FASTEN SHEATHING TO- CON1 PLATES W 0.131x 2-12 NAIS0 r D.C. A SPAN CONT. DOUBLE TOP PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING ___ __ I O.C. ABOVE OPENINGND A AT EA END OF HEADER TOP OF WNOOW FASTEN SHEATHING TO CONT. PLATES w/0.131x: MAILS g 7 O.C. CONTINUOUS DOUBLE SCHEDULE FOR REQUIRED JACKSTUDS BOTTOM PLATE AT OPENING. NO BREAKS PERMITTED AT OPENING SECTION /411 COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE A UP STUD OOJAROTUD SIZE TOS) TSPECIFED TAG SIMPSON CONNECTOR NOTES TYPE MATCH WALL SIZE ONTHE FRAMING KAM SPF 6 ( S��SY%B) TAG BEAM SIZE CONNECTIONS B (3)2L SPF/2 BUILT UP STUD OOLUMN(STUD SIZE TO (1}SDWCISBOD SCREW, REFER TO DETAILS I, IA, AND FRAME TO TO POST: SIMP. HIS= OR IATA/8(UPUFT-123S) MATCH WALL SIZE SPECFED ON THE FRAMING PLA10 2 ON SHEET SDWC FOR INSTALLATION REQUIREMEINTS I FRAME 485 815 (ZXMg gyp TO BEAM: SIMP. HU48OR HUC46 W (12)10.187x 3t NAILS & (S)0.14rx 7 NAILS. MONUPLJFT-I135) (4) 2L SPF 82 BUILT LIP STUD CALUMI(STUD Stg TO C MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) -,C4-SDIAC1S800 �2 SCREW, REFER TO DETAIL 6 ON SHEET SDYYC FOR INSTALLATION REQUIREMENTS /D fRAMETO FRAME (1)P4.Y 1045 (2)PLY940 (ipLY 1195 (2)PLY 1075 82XS VWTH72'fUTC PLATE TOMASONRY: SIMP.HU48ORHUC48W(8}1M'x TAPCONS S(4}0.14g'.x 3.(U-70OR-M) ON(5),IM-xZMASONRY. GSM 02 STUD CO (STUD SIZE T UP (2) 2.L SYPLSIZE (?)PLY TRUSS H1OAVN(1B)Q74Sx1-1?NAILS OR (2)PLY TRUSS KID" %W".147x 1-12 NAILS FRAME TO FRAME H10A 1015 H10A-293O HId11105 D SPECIFIED THE FRAMING MATCHIWALL SIZE 8PECFED ON THE FRAMING PLAN) IM-TAPCONS(UPUFT-1 E 2L SYPn BUILT UP (IN COLUMNS71ASIZE TO HIOM2100) TO POST: SIMP. HT82D OR 1STA18(UPLIFT•/215) a HTSM W(18} 0.147x 1-12 NAILS FRAMEFRAMETO 1215 1446 MATCH WALL SIZE SPECIFIED ON THE FRAMING PLANO B2xB WITH lrZ UT WITH TO SEAM: SIMP.HW8 W(13r to MASO47x?MACH. TO MASONRY: SAP. HU48 W(8}O.. 7 F (4)21_ SYP 82 BUILT UP STUD COUIMN(STUDS9E TO (2)iTS20 W(18)0.14C x 1-12 NAq-8 EACH FRAME TO 2110 MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) FRAME LA E PLATE NAILS & (10}}"x 2}' T ON HRRY. MM H25A VAID}0.13T x 1-1? FT VETO 540 825 G U6SW 82 P08T (MA 0*400 Q DTT2W(8}IACx2-1?SDSSCREWS&12EPDXY 45 COLUMN TO i8B5 1885 TI POST: SAP. 8 =123A N •e SYPi2 POST ANCHOR CMUIFTO. TO BEAM: FN1410 B (2} C8HP180RQ} C82D COILS STRAPS COLUMN TO HEADER. BEAM. OR COLUMN BELOW. MN. P END (2)2110 A2 SVP (/0)0.14WX 3MIA1 TO MASONRY: SBIp. H W J Ste SYPR POET LENGTHS (TOP & BOTTOM) W (14}013l" x 2-1? NAILS 8 COLUMN TO B2110 WITH 12 FUTCH 4►}` TAPL♦118. l� EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. FRAME PLATE .(IO)-.1485c C3500MI J jjIg00) • �F& ON MASONRY. WT x78NlSi. K NOTUSED -BEAM, CSHP18 OR CS20 COLS STRAPS COLUMN TO HEADER, OR COLUMN BELOW. MN. VEND LENGTHS (TOP COLUMN TO (5)-tx27 375) TO POST: S 1735) L 4A SYP 02 POST (PT F USED N AN EXTERIOR APPLICATION) a BOTTOM) W (14}0.1310 x 2-12 NAILS. PROVIDE SOLID 8 FRAME 1IXq 103D TO BE NU4 1 BLOCKING WINN THE FLOOR SYSTEM AS REQUIRED. 82x12 (2)a112 F SYP WITH 7LA FUTC PLATE (70}0.14ft A TO MASONRY: 8 H R (10}0.148'x7 CONS. (9500A7PLFT•1 •• ON MASONRY: MST • • M ad SYP 82 POST (PT F USED N AN EXTERIOR APPLICATION) 10 8' 8SAP80N SDVMC15800 SCREWS TOP & BOTTOM OF JAMB STUD COLUMNS. TOE -SCREW TO HEADER AND FRAME TO u5 8' • O N 8.8 SYP 82 POST (PT F USED N AN EXTERIOR APPLICATION) BOTTOM PLATE THROUGH WDE FACE OF COLUMN PER FRAME .147: DETAIL 126DWC (5)-tx27TAPCO UFT•1 P 3727137? ENINNEERED UMBER COLUMIN. PER HTTSKT COLUMN TO FOUNDATION W l23} HO z 2.7? TO POST: GIMP. NTG20 TA18 FT TO BEAM: HW10 W(18)0.1 AILS & o STRUCTURAL COVER SHEET 11 D SCREWS. 518ALL THREAD ROD TO CONCRETE SIMPSON SET3G EPDXY. U.N.O. ON PLANS: MN.7 EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING am U46 (2)/.75'k11.7S (10}0.148'x 7 NAILS. ) �1"' TO MASONRY: SIMP. HU410 OR HUG 312T -ENGINEERED DUMBER COLUMN. PER Q STRUCTURAL COVER SHEET BELOW CONCRETE CURBS. W24W MIN. EDGE 63.Sxll 2S LVL (1%0.146Nr NAILS &(14)-t x 2t TAPCONS. LL DISTANCE. (350DNPUFT•ING) ON MASONRY: MSTAM24 W(9K.14B-x 7 NAIS & R RED LUMBER COLUAN. PER STRUCTURAL LSTAIB W(14}0.147x2SNDNNLS (CENTER STRAP ON HEADERTO COVER SHEET COVER SHEET 72 i115 1235 (5}tz2tTARCONS (UPLIFT =1975) G 3725 ,7 ENGINEERED LUMBER COLUMN. PER TO POST: SNP. HT82D OR LSTAIS(UPUW=12/5) 5 STRUCTURAL COVER SHEET 13 ❑ (2KSTA18 VA140.147 x 2./? NAILS EACH (CENTER HEADER TO 2230 2470 TO BEAM: HUMO /(18".1en 9 NAILS & Q STRAP ON STUD) STUDS Sx11.873 (2)7.75S1IIS77 (1%0.147x 7 NAILS. (3250NPUFT•1796) TO MASONRY: SIMP. HU410 OR HUC410 W T S7MNS-IM ENGINEERED LUMBER COLIMN PER (1} A34 ANGLE W (8} 0.131' x 1-12 NAILS O IB' O.C. FRAME TO 300 PLF 348 PUP STRUCTURAL LAVER SHEET 74 O MAX &C FROM G END. PROVIDE To FLOOR AS EQUIREO FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) (LATERAL) LVL (3500.748Y7NAILS&(74}tx2�'TAPCONS. (JSOOR)PIIFT•1BOq ON MASONRY: MSTAM24,d(%0.147 x 7 MAILS & n tx V 54- ENGINEERED TUBER COLUMN. PER STRUCTVRAL HOA10W(4PM'x1-i28DS SCREWS &(InH'x75D5 FRRAME 84R 1185 COVER SHEET 15 SCREWS FRAME (LATERAL)AL) (LATERAL) Zt (UPLIFT • p. X � NIOIMEERED LUMBER COLUMN. PER STRUCTURAL 18 MSTC25 W(28)0.147 x 3-IM NAILS CENTERED 2325 2M0 PO T: W. MT I5 TO (uPL TO BEAM: SIMP. HIU4/0w/(18}0.162'x 3e & SHEET(10),0147 BEAMKIT x 7 NAILS. l325ONPUFT-1795I TO MASONRY: SIMP. HU410 OR HUC410 W LUMBER COLIMN. PER 17 MSTC40 W (24)O.147 x 3-I W NAILS CENTERED W 8STUDS STUDS TO 1983 COVERENGINEEREDE COVER SLEET 21-7/4' CLEAR SPAN & 7 END LENGTHS 83.Sx78 (2)1.75'110'LVL (10}0.147x7IIAIS&(14}txJ}"TAPCONS: (J5001UPLFT=1810)ENGINEERED ON MASONRY: (2) MSTAM24 w*)-0.148N r MARSCOVER =1fZ LUMBER COLUAAN. PER312 HUC410 CONCEALED FLANGE HANGER W(12)0.162-x NAILS & (8) 0.147x 7 NAILS FRAMETO FRAME U=ge7 R =1885 U-1077 R = 2106 19 HTT4 18)0.1e' x 2.1? W45M' NAILS EPDXY ANCHOR W( 4,7 COLUMN TO FTO. 3640 YP: 4375 2 PSI/LVSL: 381 SHEET (5}}' x Zr TAPCONS EACH STRAP (UPLFT475q `NAIL BEAM TOGETHER USING (4) ROWS OF 0./47 x 3 NAILS & e• Q.C. EACH SIDE '. O � w STANDARD COLUMN NOTES 1. MAR. ALL BUILT-UP STUDS PER DTL WFWSD2 CONNECTOR NOTES TO POST: (2) SIMP. HTS20 OR LSTA18 NPLFT-2A7q 1. UMESSNOTEDOTHERWSEONTHEPROJECTP�ANS, CONNEC7ALLSTRUCRIRALMFAIBERS: A 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD ON MASONRY: (2) MSTAM24 wA*4.14ft 7 NAILS& BE P.T. OR WOMANIZED. TRUSS OR BRIM TO MASONRY (PERPENDICULAR CONDITION) NOTAPPUCABLE e5mos (3)1.75*x/8•LVL (5}tz2t TAPCONS EACH STRAP(UPLIFT•2797) 3. CONTRACTOR TO USE ARUBASE CONNECTORS ®SPFBYP SOLID POSTS. AT EXTERIOR CONDITIONS S. FLOOR TRUSS TO MASONRY CONDITION), WITH A MINIMUM EDGE OBEAM NOT APPUCABLE 'U.N.O. MAIL BEAM TOGETHER USING (4) ROWS OF 34" VIALS &r' EPDXY ANCHOR wMN. DISTANCE3"SS 0.148N St NAILS @ e' O.C. EACH. SIDE 1t T EMBEDMENT12p.182k C. FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDITION), WITH NOT APPUCABLE q - BxB: ABlBBZ W(12p.182k 3}' NAILS & r EPDXY ANCHOR wMIN. MINIMUM EDGE DISTANCE OF I-1/2' TO POST: (2) SIMP. HT5200R LSTA7B (UPLIFT=247q y, T EMBEDMENT D. ALL ROOF TRUBS/PURUN/RIAFTERTO FRAME (PERPENDICULAR CONNECTION) /EA OR 3❑/Elk ON MASONRY: (2) MSTAM24 W49F0.148Y S NA"& 5 04. ABUSSZ Kl8)D.IW'A 37 NAILS &(2t EPDXY ANCHORSW E HIP JACKS LE55 THANT4Y LONG, AND CORNER IACI(S,TOFRAME. MAXIMUM UPIIFTOi 535 x-• e351Q0 (2)t.7SX20'LVL (5}tx2t TAPCONS EACH STRAP (UPLIFT = 2750) MNN.TEMBEDMENT/EA OR 8�/EA LB& '-U.N.O. NAIL BEAM TOGETHER USING (q ROWS OF .n 4. POSTAVL INSTALLED WITHIN ERG. WALL TO BE WITHIN TOP 0.148x 3t NAILS ® 7O.C. EACH SIDE ¢ AND BASE PLATE$ U.N.O. ON PLANS. F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PUMA. STANDARD BEAM NOTES 5. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER G. CONNECT ALL INTERIOR FLOOR TRUSSES/JCISR TO INTERIOR ERG. WALLS USING (3}0.131" ALL HEADER SUPPORTS/ COLUMNS. CONNECT ALI E B SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 2. IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3}0131' X3"TOE�4NL5. SPECIFICATIONS. 1. WULALL(2) 2x BEAMS TOGETHER USING (2) ROWS OF 0.147 x 3f'NA&S Q 7. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER 3. STRAP MAY BE INSTALLED OVER MAXIMUM 23/32• SHEATHING, USE 2.1/7 NAILSLLO. 1-1/7 NALS. 770.0. (TYP. ONE SIDE) USE 3 ROWS WEN 2,10 OR LARGER. MN. 7 FROM a o3 OF JACK STUDS REQUIRED. 4. PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMPSON SPEC9IGTKKJS.HEX NUTS SHALL BE WRENCH TIGHT r 1/3TURN. TOP AND BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHER USING(3)ROWS 5. WALL W/ NREAD ROD TO MASONRY ORC IN.r E dEDME PSONTTO CONCRETE FoornNG.TEMBEDMEMTO GROUTED CMU WALL W/ 2.3/4" MIN. EDGE DISTANCE. MIN. T EMSEDMEMTO CONCRETE FOOTING W/ 2.1/4" MN. EDGE DISTANCE. OF 0.14r OF BEAM x 3t NAILS a Cox. (TYP. ONE SIDE) MIN. 7 FROM TOP AND BOTTOM Q ., S. S/8' ALLTHREAD ROD TO MASONRY WITH SMPSONSET-XP EPDXY. MIN. 15'EMBEDMENTTOGRWTEDCMUCDRE 2 VERIFYwIPIAN CORRECT LENGTH OF BEAM REOD.(MIM. 78RG. EA END OR j4f CONTAINING ATWIST(1)VEKnCAL*M OR 85 BAR. MAINTAIN 2-1/4- MN. EDGE DISTANCE. FTHREADEDRODCINBE MN. 7 BRG. ON MASONRY) CENTERED WITHIN THE MASONRY WALL MIN. EMBEDMENT MAY BE REDUCED TO Jr. w x 7. S/S• ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.NA.ON PLANK: MN. T EMBEDMENT To col"ETE 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. FOOTINGW/2-1/4" MIN. EDGE DISTANCE. FULL CAPACITY ACHIEVEDWIRI I2' ENDDISTJWCE FROM EXTERIOR CORNERS. - MINIMUM DISTANCE FROM CORNERS IS2-1/4- WTTII ACAACITY OF 2650 LBS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WTHOUT & REFER TO SIMPSON LITERATURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN & END LENGTH MEASUREMENTS. WRITTEN APPROVAL FROM THE E.O.R. w 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 1, c STROM DP C pCGTEGE CC A'1•ib. STAR -ISMS SOWE: AS NOTATED HD14 BUILT-UP PANEL HEADER DETAIL I 717=7'47 CONNECTOR LEGEND 2 S5.2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LTC is SWCdY prohibited. it P Ift so EXTERIOR FRAME WALL EXTERIOR FRAME WALL NOTES STANDARD 2ND FLOOR FRAMING WALL LEGEND ,. EACHEDTQ NOTES: SCHEDULE (STARLIGHT) BEVATHNNT14EEW LL" � � �E FOR �-F-T-T.O.W.+ST FLOOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL 1. ALL EXTERIOR lAALLS, LESS OPENINGS, ARE CONSIDERED SHEAR INTERIORIEXTERIOR 2. STUD SPACING SHALL FOLLOWTHE CHART ABOVE U.N.0 ON THE VWLI.S. U.N.O. ATTACH SHEATHING PER NAILING SCMEDUIE. BEARING lAALL EXTERIOR PLASTER FINISH FRAMING PLAN. •TERT.O.W.2ND FLOOR 3. SEE DETAIL VWIQSw FOR REQUIREDNNLL SHEATHING 2. NDOW/DOOR OPENINGS FLOOR,CONTRACTOR NNLL HEIGHT INTERIOR ZONE ENDZDNE THICKNESS S NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TALE CARE AND NOT OYERORNE NIILS.IF BELOW. TOPoLLOW THE DETAILS INDICATED BELOW. T*POLL WALL BEARING NYVl BEARING r-O' ZA SYP 62 Q IC O.C. MAX 2*4 SYP 020 Ir O.C. MAX NAILS ARE OVERDRIVEN. THE ENTIRE SHEET OF SHFATH40 IS TO 2-STORY FRAMING -VY802MM * s ALIGN wrH COLUMN ABOVE BE THAN IAOFTHE oPEIRNosrrnNaoNWOOD BEAM -NG4&Sw 13BBNR 1306LR 13884KR 1386J 139" 1396AR 1357-M 139643R 13850 ea 2A4swnO+so.c.MAx 2x4swaQ+ro.c.MAX ATHINGDANDREPLACED.IFMORE EORFO SHEATHING IS OVERDRIVEN,CONTACT FOR FORREVEWOF BUILDER NOTE: � 1 BUILDINCiKEY - - 8'l 2x1 SYP I2O+r O.C. MAX t14 SVPi2 Q 170.C. MAX EXTERIOR STUDS, 4. IF ISFRAMEDIV TN 2xA STUDS ARE TO S. AT ALL CORNERS, CONTRACTOR TO FOLLOW OETAM.IARRDBf5D1 U.N.O. IF THE TRUSS LAYOUT SHOMYM AA U.N.O.RLARGER, BE MIN. SPF n A IV O.C. MAX U.N.00N FRAMING PLANS. MIN. ERSDOESLAYOUT MANUFACTURERS LA 19-M 20 SYP 01 u 17 O.C. MAX 2x4 SYP n ® Or O.C. MAX 4. IF SHEATHING IS AIM' INSTALLED CONTINUOUS (ONE SOLID PIECE) ---STOP•• ULTIMATE NAND SPEED: I39 MPH EXPOSURE:C FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME VMLI INSTALL REQUIRED SHEATHING SPLICE SLOC10NG • AND CALL THE ENGINEER OF RECORD PRI EXTERIOR SIDING , PER PLAN DETAIL VVFIO/SD4 AT ALL LOCATIONS AS REQUIRED. TRUSSES WALL HEIGHT INTERIOR ZONE ENDZONE S. ANY INFORMATION NARITTEN ANDAM DETAILED ON THE FRAMING PLAN N.•. BUILT UP COLUMNS, CONNECTORS, ENGINEERING 6'-0' 2x4 SYP S2 018' O.C. MAX 2x4 SYP 02 Ng 78' O.C. MAX NOTES, SHALL SUPERCEDE ANY INFORMATION SHONM ON A'� STANDARD DETAIL IF ANY ITEM I81N QUESTION, CONTACT THE : / • w-(r 2X4 SYP 02 Q IV O.C. MAX W SYP I2 ® IV O.C. MAX ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. Id' 2x4 SYP 02®IT O.C. MAX 2X4 SYP A2 Q IV O.C. MAX IOa 2x4 BYP#2 Ir D.C. MAX 2X4 SYP 02017 G.Q. MAX � • Ir 1 ' Ww 1 1 sw sw s 1 s f w 6 D 1 H4x10 or H3.fa7.2r H4x/0or H3.sx7.25 w s 9w S 1 H4x70 or H3.Sx7.25 H4x10 or H3&725 t HIx10 or H3.50.25 D 13 D _ 13 1 o. all F � ( CIA g � 4 13 w 1. 1 C3A , 'I V SCHEDULE (STARLIGHT) 13WNR 11MO-LR 113WM 11386J 1138SM 11386M 11387-M 11308-BR 1 138SO BUILDING KEY 1386-AR LOT 6 1386-M LOT 7 1386-BR LOT 8 1386-0 LOT 9 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR PLASTER FINISH F WALL HEIGHT INTERIOR ZONE END ZONE v4r 214 SYP 82 Q 18' O.C. MAX ZASYP12Q1f O:C.MAX QO' 2.4 SW S2 Q 18' O.C. MAX ZA SYP fi .. 94' 214 SYP •2 Q 17O.C. MAX 2xtqwe o• C 101Q' 214 SYP 81 o 17 O.C. MAX S OEAft EXTERIOR SIDING: • WALL HEIOMT INTERIOR ZONE • • • B'a 214 SYP 82 Q IS' O.C. MAX. O.0 cr 0 • ' W-V 214SYPf2018'O.C.MAIP 2a O.jljlF ?? O. 17-P 2.4 SYP 02 0 Is- D.C. 2.4 SYP a IT O.C. MAX /�I taa Q EXTERIOR FRAME WAto011h 1. WALL STUDS WITHIN 5FT OF EACH CORNER BE WITHIN THE WALL END ZONE,SEE CHARTS REQUIRED STUD SPACING PER EXTERIOR FIN RILL. 2. STUD SPACING SHALL FOLLOW Tiff CHANT ABOVE ..(r THE O l FRAMING PLAN. t �' 3. SEE DETAIL WFIOISO4 FOR REQUIRED IANLL SHEATHING THICKNESS NAILING PATTERN. 3.1 NOTE: CONTRACTORTO TAKE CARE AND NOT OVERDRIVE NAILS. IF r+ NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO 9 BE REMOVED AND REPLACED. IF MORE THAN 20% OF THE Q SHEATHING IS OVERDRIVEN; CONTACT FOR FOR RENEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 218 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 02 Q IS' D.C. MAX U.N.O. ON FRAMING PLANS. O a ULTIMATE WINO SPEED: I39 MPH EXPOSURE: C p STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERKKt WALLS, LESS OPENIiGS,MECONSIDERED SHEAR F WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. O 2. AT ALL WINDOW/DOOR OPENINGS Q 2ND FLOOR, CONTRACTOR i TO FOLLOW THE DETAILS INDICATED BELOW. X 2-STORY FRAMING-WS0215M w OPENING SITTING ON WOOD BEAM - W54BISD4 u 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL VVSOa5D4 0 U.N.O. O 4. IF SHEATHING IS MDT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING F PER PLAN DETAIL VVFIOISD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN ANDAR DETAILED ON THE FRAMING O PLAN i.•. BUILT UP COLUMNS, CONNECTORS. ENGINEERING LLO NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE 2 ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. 5 WALL LEGEND w IhITERT.ROEXTETOR INTERIORIEXTERKKt � BEARING WALL - =8•-1-T.O.W. 2ND FLOOR p INTERIORA XTERIOR BEARING WALL =ALIGN WITH COLUMN ABOVE 4 BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH Tiff TRUSS MANUFACTURERS LAYOUT F —STOP— AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY w TRUSSES i O Q 0 w Q U 7 C a Z ROOF FRAMING PLAN Z r 0 � IA 0 1110 Q - Z I- 9L xt C W �� d C O C E N IY s • DCg4'_Q(: CC .IDB ro. STAR-,. SGIE: AS INDICATED S5.4 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is shictly,prohibited. ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE 9YPF20R BETTER. REFER TO FRAMING PLAN FOR WAIL DIMENSIONS. SHEAR WALL SEGMENT a18ffN8KNlED THIS DETAIL�HAU, BE INSTALLED . CONTINUOU$ 6 FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING, PORTAL FRAME SHEAR WALL (2}2x TOP PLATE PER PLAN. 7S NAIL SHEATHING W (2} ROWS 0.131' x 2-IrZ NAILS dT O.C. SHEATHING TO HEAER 0.131'x2-IWNAILSATTO HORIZONTALLY &VW AT PORTAL FRAME i i 3-Ir z 11-iM HEADER PER PUW. IiI 1 EXTERIOR SHEATHING 6 NAILING PER DETAIL WFIDISD4. B!I/AIB t 1 7 ' FLOOR JAMB COLUMNS. R MIN (3}2x JACK & (1}2t HNG STUD 12F2t4 SVPRL STUDS O WALL ERSECTION. (3)2: JACK STUDS (GARAGE OPENING) MIN.7AV STRUCTURALI SHEATHING. OR 15G7 EXPOSURE 1 SHEATHING. MIN. (J I JACK STUDS 8 ((1 2z4 KING STUD. NAILED PER St&DARD CONTINUOUS FROM BOTTOM HEADER NOTES. I PLATE TO MID•HEIGHT OF FLOOR SYSTEM. NAIL ALL EDGES TO STUDS OR COLUMNS 1 I j W 0.13152.12' NAILS Q T O.C. & T O.C. IN THE FIELD. M.2x BOTTOM PLATE. NAIL TO SHEATHING W (2) ROWS 0.148' x T NAILS Y T O.C. (2}2x BOTTOM PLATE. NAIL TO . •. `.: .': INGWR)RGWS O.1 48'XT ,3: -• '::• • �• _ NAILS T O.C. NAILS a : FOUNDATKN PER PLAN. n ....1t. . .. .. • ..'4; . ... GARAGE PORTAL FRAME EXTERIOR ELEVATION 12'•1'4r (2)-CS20 STRAP W 0.14T x T NAILS ON INTERIOR FACE OF WILL STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MINA END LENGTHS. (2)2c BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN. NOT SHOWN —� THIS DETAIL FOR CLARITY. 3.T x 1125' HEADER PER PLAN. (2)4.sTA18 OR (2)CS2D STRAP W 0.14T z T 'L1 V NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. P END LENGTH OVER Z JACK STUD. (2}2x BLOCKING BETWEEN STRAPS 2 AND HEADER a OPENING) (GARAGE O } KTT4 BASE CONNECTORS W (10)0.1e7.2-117 NAILS & 5AP THREADED ROD W MIN. 17 EMBED BELOW CURB TO FOUNDATION USING F SIMPSON SET XP EPDXY. MIN. 2-lAr EDGE Z DISTANCE FROM FACE OF CMU �v SIMPSON OTT2Z W (S} 1q' x 2.12' BOB SCREWS 8 (1} i? EPDXY ANCHOR. >} (, - i ANCHOR SHALL HAVE MIN. T EMBEDMENT BELOW LOWEST GARAGE OR PORCH SLAB i W SIMPSON SETXP EPDXY. _ I � �• t _ .' t . ;. j FOUNDATION PER PLAN. •.. :. ... (1)ANCHOR BOLT CENTER OF SHEAR WALL TO FOUNDATION PER DETAIL VYF07A ON NOTES & CONNECTOR LEGEND SHEET. INTERIOR ELEVATION OPENINGS N SHEAR WALL ARE PERMITTED FOR MECHANICAL AND 2x OI ELECTRICAI. PENETRATIONS. CONTACT E.O.R. FOR ADD mONALREVIEWIF LAND A SINGLE OPENING LARGER THAN tT WIDE x 48" TALL IS REQUIRED, OR IF pANI THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS 8 SO. FT. CONTINUE SHEATHING A0OVEAND BELOW OPENINGS 4 INDICATED ON FRAMING PLAN. 2x SVP12 STUDS j SSS 0IV O.C. U.N.O. ON FRAMING BOTTOM PLATE PLAN. (3)-0A3I'X ANCHOR BOLTS PER T TOE -NAILS OR DETAIL WF07AON END NAILS TO TOP NOTES i &BOTTOM CONNECTOR PLATES LEGEND SHEET y-1AAX .-y t }• • SPACING PERT• - .. 4a SC LE .�-4 . z, . r.. y 4:. IRST ANCHOR ATf TO FROM ENDS OF WILL, XWW2� TYPICAL INTERIOR SHEAR WAIL OR HOLD-0OW81S. 3W.1'4T WALLFRAMING& FLOORSHEATHW& FLOOR -TO -FLOOR WILING PER PLAN. CONNECTIONS PER PLAN. (2}2X88VPF2 JOIST. NAIL 7B TALL 2.4 SYPP2 VERTICAL. ' PLIES TOGETHER W (.S FASTEN FLOOR NAIL TO O.S.B. Rat WMRD W 0.14rx T NAILS @ T O.C. SHEATHING TO TOP WROWS0.131'xTNALSQ j &7FROM FA END. PLATE OF SHEAR WILL T O.C. UO NAILS TOTAL). W (2) 0.13/' x 2-7? NAILS ® 4' O.C. 2z4 SYP82 BLOCKING tD 3W SHEATHING I 24' O.C. W (2)0.74TxT TOE4WLS EA END. 7-7A' O.S.B. RIM BOUND 1 HUC2B.2 W p0)-oI67 x 3-I(P NAILS FLOOR SYSTEM PER PLAN 2-HOUR AREA SEPARATION TO CARRYING MEMBER 6 (4}O.I4Tx ASSEMBLY PER PARTY 3- NAILS TO M-W JOIST. WAIL DETAILS. AT HANGER LOCATIONS, INSTALL SHEAR WALL PER MIN. I7 LONG BACKER BLOCKS ON PLAN, BALLOON BOTH FACES OF (JOIST PER JOIST FRAME TO FLOOR MANUFACTURERS WRITTEN SHEATHING. WALLFRAWNG& SPECIFICATIONS, FLOOR -TO -FLOOR CONNECTIONS PER PLAN. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. 3W-1'4r FLOOR FRAMING AT STAIRCASE HOISTS PER PLAN. — i 4Y� � _a 1 ♦ ♦ 10 4• INDICATED PER',% `I ►► FRAMING PLAN. OPENINGS SHALLSE LOCATED AWAY FROM THE END OF THE WALL AT LEAST 1,00F THE WALL HEIGHT. MID SPAN WALL BLOCKING U.N.O.ON FRAMING PLAN STRUCTURAL SHEATHING PER SCHEDULE END OF WILL ANCHORS :PER FRAMING PLAN. 14 - le" LL LU a^ WW - C J J � LU cO W yZ.0 a j C Z� O �~ E Wm0 O<Z 0 - �d0 _X- TWO t J � • LL qaY� TH ocweac: cc .mew STAR -ISM WALE: AS INDICATED GATE: 03(tllJ3 o I NOT USED56 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 thesedocuments wiUwut the expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR &ASSOCIATES, LLC is *Icily prohibited. GARAGE BUCK DETAIL FRAMING DETAIL SIMPSON. ._. DIAGONAL T.O BEAM 2x8x12 CENTER BUCK 39'DIA ANCHOR CENTERED 2.8 P.T. BUCK EACH O SIDE F OPENING (5)12exr LAG BOLT AT EA DOOR BUCK EA SIDE OF DOOR. PROVIDE 2. 311C THICK WASHER W EA ANCHOR. (1st BOLT TO ,BE &' MAX ASV. CURB, REST EQ SPACED -24' O.C.) END VIEW w/ CMU HEADER (SEE PLAN) 711 W O.S.S. EX SIDE 2x BLK'G. TO O.S.B. W (2) 0.131' x 2-I17 NAILS EACHEND END VIEW w/ WOOD Whin\ ARCH WINDOW FRAMING DETAILS 12'=1'4r t% / 3M'•1.4T A 2x STUDS 0 1S' O.C. FOR KNEE WALL F 0 32" O.C. STUD TO ROOF FRAMING OLSTAIS B BELOW, SUT ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NNL PER PLAN 2x4 BLOCKING MM Mier x 3.1/r NAILS EACH OPROVIDE D END TO ROOF FRAMING BELOW WEN BOTTOM PLATE DOES NOT LANE UP ABOVE ROOF FRAMING BELOJVAND CONNECT M SIMPSON 14TS200 32' O.C. OROOF FRAMING TRUSS PER PLAN BELOW A J PLATES OVER ROOF SHEATHING PER VALLEY FRAMING O2t F DETAIL CFOiSDS OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLIER B O DOUBLE TOP PLATE � V OSIMPSONH3 OR HS 0 EA END OF TRUSS OR RAFTER C. OFINISHCOMMON STRUCTURALARCHITECTURALSHEWINGPERPLAN LANS AND ROOF CURVED ROOF TRUSSES PER PLAN OR CURVED K O RAFTERS M 22) DYERS 3W CDX SHEATHING - NAILED 0 6- O.C. STAGGEREDNOTE: SEE ARCH ELEVATION FOR FRONT WNDOW OPENNG IF RECID 12'=1'47 ATE' ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGA10032'OC SIMPSON HGA100 32- W (4) IM x r SDS TO TOP O.C. W (4) lWx r SDS PLATES & (4) IWx IAA TO TOP PLATES & (4) SDS TO TRUSS 114'k 14re SDS TO TRUSS SHEATHING NOT REOD SHEATHING NOT REOD TO BE CONT.0 THE TO BE CONT. @ THE TRANSITION FROM rl' TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE 2, TOP PLATE FASTEN SIDEBEAM PER PLAN SHEATHING PER PUN. SIMPSO DWGON PLATE EXT. SHEATHING; ATTACH PER PLAN SEE TYPICAL HEADER FRAMING DETAILS FOR INFORMATION (HEADER CAN BE EITHER UPSET OR DOVYNSET) 2x W (2) 0.18rx3-U7 TOE -NAILS EACH END (3) 0.1e2' x 3.12'NAILS (TYR) 2.4 SPF CONT. BLOCKING ATTACH TO Ins OSS W Q) 0.131' x 2-1? NALS TAW Des EACH SIDE. W O.11rxrNAILSO IS. O.C. TO SIDE & TOP HAILER 2. BUCKS. 2x4 BLOCKS, (2) 0.182x 3-Ifr NAILS 0 EA END. NOIP. ALLGABLE BLOCK ADJ. BAYS 0 EA DIAL. AS SHOWN. BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS Wn SYPOR BETTER 0.131•x2-12" NAILS 00. D.C.(4) BAYS MIN (1) SAY AFTER BRACE IS REOD) 148"X r SHEATHING PER PLAN SHEATHING PER PLAN (2� SYPS2 TOP PLATE TYP. TRUSS TO FRAME SEE NAILING SCHEDULE TYP. TRUSS TO FRAME CONNECTION PER FOR ADDR'L INFO CONNECTION PER STD. CONNECTOR FASTEN SHEATHING TO i STD. CONNECTOR NOTES HEADER W17H RSRS-01 NOTES FRAME OUTTO BLOCK (0.1135d-30I)RNG •�'\,.. SL FRAME OUT TO BLOCK EDGE AS REOD SHANK NAILS N r ORID PATTERN & r O.C: N f EDGE AS REOD ALL FRAMING (STUDS AND 8L18) (TWJ LAST STUD OF I - 2x STUDS AS REOD@t&' LAST STUD OF KNEEWALI r KNEE WALL JOINING NIP I OC.M(9)0/4S x3-i/4' JOINING UP TO MAIN HOUSE TO MAIN HOUSE TDE44AIL8 TOP & WALLS SWLLL SE ATTACHEO TO (2) 2x TOP PLATE WALLS SHALL BE I (2) 2x n SYP SEE PLAN BOTTOM MIN. (2) 2<FULL HEGHT WALL I ATTACHED TO MIN. FOR BEAM SIZE NOTE:IF PANEL SPLICE STUDS W (2) 0.164' x 3.12' I (2) 2x FULL HEIGHT I 19 NEFA .0 R SHALL NAILS 0120.C. I WI1LL STUDS W (2) 2x P1ATE OCCUR WITHIN 24"OF MIN. 2N SPF N2 KNEE WALL I #2 SYP SEE PLAN (2)O.I8rx3-IrZNALS I @ Ir O.C. I MID4IEIGHT. BLOCKING IS NOT REOUReD. WITH STUDS O 15" O.C. W FOR BEAM SIZE 2.4 SPF n KNEE WALL I H7T4 W 51r AUL STRUCTURAL SHEATHING I WTH STUDS 018• I EMBED AND MIN. THREAD ROD. r 11.75- ON BOTH SIDES FROM TOP I BUILDER FRAME O.C. W STRUCTURAL j EDGE DISTANCE USING --.. OF WALL TO BOTTOM OF RADIUS AS REOD SHEATHING BOTH SET EPDXY BEAM. ATTACHED _ I SDES FROM TOP OF j T OR EQUIV. ATTACH OR EQUN. ATTACH TO SEE PU NNG SCHEDULE I WAIL TO BOTTOM OF I COLUMN USING (i>h •.. ................J... 4 SEAM. ATTACHED PER BULDER FRAME 0.Idrx21/TNALS •. . EACH STD TO EACH STUD TO DOUBLE TOP PLATE AND SPt CUPS EACH NAILN4G SCHEDULE �I- RADUS AS READ FOUNDATION PER FLAN; SEE MF70153 STUD TO BOTTOM PLATE FOR CORNER BARS FO KNEEWALL AT DOWNSET BEAM 04 KNEEWALL AT UPSET BEAM 1 PORTAL FRAMING 3M'ara 3N'=1•a 0.131'x 2-U2 SEE GE02 OR GE311 S02 SEE GE02 OR GE311 SD2 NAILS 0 4' O.C. FOR OUTLOOKER OR 0.131'x 2-i? FOR OUTLOOKER OR CO.V. FRAME OR SHEATHING NAILS 04'O.C. SHEATHING VALLEY TRUSSES CANTIEVER CANTLEVER PER PLAN VALLEY TRUSS r POR ALLEY TA ER PLAN I TOP & BOTTOM ' FULL SHEET OF t SHEATHING Sd FROM BOTTOM OF HEADEROLVL TO TOP OE�I1I EE HEADER 01R READ R OR F THOF �'✓� ru(2) LL •. C- Cl- SILIMMTE: DIM ; 4 ,, --S- j P BOA 1FOR O ; ? 6i' • �i -N z • ( U LL - PLYWOODCRICKET m O a EXT. SHEATHING: GABLE TRUSS ATTACH PER WAILING EXT. SHEATHING: SCHEDULE ATTACH PER COAT. PLYWOOD ROOF NAILING SCHEDULE SHEATHING PER (2) 0.152 x 3-12• NAILS NAUNG SCHEDULE OR TO EA COMMON OPT. 2x4 BLOCKING r RAKE W FLASHING TRUSS PERP. TO EA VALLEY DOWN TO ROOF TRUSS NAILED TO BELOW & FACIA OVER SIMPSON LTA2 0 4'4r TRUSS BELOW 0 24' TOP O.C. GABLE TRUSS TO O.C. W(2)0.1e2Y3-IW MASONRY OR SIMPSON HGA100 32" MAIN SPAN ROOF TRUSS HAILS TYP. ��i (2) LAYERS OF 1' THK:K GYP. SWIFT LINER PANELS, UP TO O.C.FRAME VVMLF- UPLIFT CONNECTOR ATTACH TRUSS TO MAIN SPAN UNDER SIDE OF SHEATHINGTRUSS (SEE SCHEDULE) BELOW USING (3) 0.162'x 3.1?NAILS ROOF TRUSS UPLIFT CONNECTOR NO SIDING UNDER FACIA N MASONRY WALL 2x BLOCKING W (3) (SEE SCHEDULE) THIS AREA, JUST EXPOSED SHOWN. SEE PLAN 0.146x 34W MASONRY WALL FLASHING CONNECTON TO WALL FOR V400D OR TOE -NAILED 0 EA. END SHOWM. SEE PLAN MASONRY CONNECTON TO TRUSS FOR WOOD OR MASONRY GABLE END AT VALLEY FRAMING CONN. (WALL & TRUSS) /16gil� CRICKET DETAIL SIC=147 3M=1'-0' 12 �12 M/ WHERE O.N> 9% REFER TO GE31MM 12 12 2.8 SYP n DIAGONAL BRAZING 04r O.C. MAX. 11 AS REQUIRED PER GABLE BRACING \ \ CHART GABLE SEE CHARTCING I-) MID HEIGHT OR V PROVIDE 2x4 BRACE L 113RD HEIGHT BEAM CONNECTION TO EA ADJ. DUG. i � STRONG BACK FRAME WALL CONNECTION FASTEN TO DIAG. AS REQD PER w1(2)0.IS2'Y342" Zx85�n i GABLE BRACING GABLE END TRUSS NAILS. CHAT PER PLAN. TYP. DIAGONAL READ GABLE ND'L• ANDADR T BRACING. SPACED I A A GABLE END ¢ i BRACING STRONG BACK PER GABLE WHERE O.H >!Y, ®4r O.C. •. SHEATHING END BRACING CHART REFER TO GE31SD2 BEGINNING 8'4T FASTEN PER FROM EAVES PLAN. 2x4 SYP n TOP CHORD BRACING i CONTRACTOR TO HELDVEWFYW $ MAX PLYWOOD 016- O.C. MIN RI TRUSS BAYS CANT. CONDITION DI REQUIRED. CONTACT FOR BACK FROM GABLE END (MIN. 4B7 I ' FOR ADDITIONAL TION4l INFO AS REODD Az3DIAGONAL ro TRUSS BOTTOM CHORD. REFER TO GE02 FOR REDD PL-00 BRACING TYP. SHEATHING & 20 SYP n BOTTOM NAILING PER CHORD BRACING 01s PLAN SHALL O.C. FOR FALSE BEAM "' RUN CONT. ATTACHBMENT W (3) m ACROSS GABLE 0.14rx r TOE -NAILS EA. END MN. (2) n TO BOTTOM OF FALSE BEAR. TRUSS SAYS BACK ATTACKED PER FROM GABLE END NAILING (MIN. 4r) SCHEDULE 21 TOP PLATE TO MIN. 214 SYP M2 GABLE END W 0.148'Y 3-IM' NAL808' O C Deal GABLE BRACING CHART H GABLE BRACING + UP T03'4' NO BRACE REQUIRED 7.4=He W-10' (1)2N L-BRACE 4'-10'<HAV4' (2)2x4 L-BRACE(SEE SECTION AA) 8'4' = He1r4' STRONGSACK & DIAGONAL BRACE @ MI EIGHT IT4'<HdW-W I STRONGSACK 1 (2) DIAGONAL BRACES 01S AND 20 HEIGHT •l SEE GABLE 1� CONNECTION DETAIL FOR REGO CONNECTIONS N4 ATTACHED TO EA GABLE 2x4 BRACE WTH (2) 0.148' x r .l NAILS (1) A23 FROM STRONGBACKTO 214 n FRAMING FALSE O.C. W SINGLE BOTTOM &TOP DIAGONAL BRACING SYP FOR BEAM 0Is' O.C., IF READ W (4) PLATE W (3) 2.4 L-BRACE IF REOD 0.148'x r NAILS 0 EA. TRUSS 0.148'x r NAILS SEE CHART. BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2x4 SYP n HORIZONTAL PER PLAN 0.148'x r NAILS O IS' O.C. W(J) IF REOD 2x402 SYP @e'O.C. 0.14rx r NAILS EACH END BLOCKING ETWEEN GABLE VERTICAL CMU WALL CONNECTION CLEAR SPAN CONNECTION F ONLY F 2ND 2�/ L-BRACE IF IS A SINGLE Z, REDID, SEE CHART 24 '**NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*" VIDE AA GABLE VERTICALL-BRACING 0. "X NAILS GABLE END @ FLAT CEILING CONNECTIONS GABLE END BRACING (140D or INC) STRONGBACKDETAIL 3N'=1'-0" 314'=1'-W COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documeMS Without the 2x4 BLOCKS, 0.131SI r NAILS 0 EA. END. BLOCKADJ. BAYS@ EADIAG. AS SHOVM. FASTEN ROOF SHEATHING TO BLOCKS M0.131'x 2-1? NAILS 0 a- O.C. SHEATHING PER PLAN WHERE O.H. IS> 9'. REFER TO GE31SD2 �- COAT. 20 (5) 0.131N r NAILS NAILS BRACE TO BLOCKING GABLE END PROVIDE ZA OWE _ SHEATHING FASTEN TO EA ADJ. DING. PER PLAN FASTEN TO DWG.M(2) 0J31"x r NAILS. SPLICE AS REQD'. GABLE-V BRACING, SIMPSON H10A DIAG. SEE CHART FROM TO BLOCKING DETAIL GM GABLE BRACING AT RIDGE AND 0 40' O.C. MAX 45- FROM TRUSS PER PLAN HORIZONTAL(H-10') NO DIAGONAL BRACE TYPICAL TRUSS TO IS REQUIRED FROM '.. THE TRUSS HEEL TO FRAME CONNECTION - THE HIP JACK GIRDER SEE STANDARD CONNECTOR NOTES INTERSECTION. WALL PER PLAN .(FRAME WALL SHOWN; MAY ALSO BE PROVIDE 2. BLOCKING MASONRY) FOR HAILING PROVIDE BLOCKING BETWEEN TRUSS BAYS 2.4 SYP. BLOCKING 0 40' O.C. FOR FIRST 3 BETWEEN TRUSSES SAYS M(2) 0.182'x 3-10 TOENAILS EA END 0 GABLE END Q FLAT CEILING W/ BOSTON HIP 3M•=1'-0' rxixessad. written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. .51 aq 0. 3- 0 F 4050 5 OJ IL =ai =10- �0 :3 0 w Us m o1 .- TH cc •fJ11E: AS NdrATED OAIC o3Q2rrJ z SD1 - NOTE: PIPE ORDUOTW (2)0.14Tx 3"NAILSQSO.C. PLATE LENGTHS MUST PENETRATION OF MORE WITHIN 47 OF SPLICE THEN SE AT lEABT Bd' THAN 50%OF TOP (2) ROWS C14rx 7 NAILS* ' MONO. GYP. PLATE WIDTH INSTALL 7O.C. OTHERWISE SIMPSON PSPN516Z W (12) 0.16rx 3.1? NAILS TYP. Top &BOT. ATTACH -STUDS (2) 0.148'xr NAIS or TO TOP PLATE W O.C. WITHIN 4T OF (3)0.148Y31M• - SPLICE THEN (2) ROWS TOE -NAILS TYPICAL - 0.148YTNAA.S*T AT ALL LOCATIONS O.C. OTHERWISE 2x4 WALL BEYOND - AGAINST 2e STUDS y, ATTACHED PER (WFWGD2) TOP SPLICE Q - DOUBLE 20 TOP PLATE ATTACH 2XS STUDS TO TOP SIMPSON DTC, (2) PLATE W (4) 0.148Y 31IW ATTACH 2x4 STUDS TO TOP TOENAILS TYPICAL AT ALL 0.191'x2-1?NABS PLATE W(3)0.148Y3-IW LOCATION "To BLOCKING. (4) AL ATALL TRUSS PER PLAN 0031'x2-irTNAPSTO TOP PLATE LOCATION-MLSTOE BOTTOM SPLICE OVER TRUSS PER PLAN STUD 2K4 SVP sz BLOCKIN0. 1 TYPICAL TOP PLATE SPLICE 0 BRG. WALL Q 24. O.C. W MO.14T 3M=1'-Cr x 311P END NAILS Q ROOF SHEATHING, 0.131'x 2-UT NAILS Q4'O.C. EACH END. WALL SHEATHING PER PLAN NAIL PER PUNT PLAN DOUBLE TOP PLATE 2x WALL SEE PLAN SIMPSON SP4 OR SP2 Q EACH STUD STD CONDITION @ FRAME WALL I V NAILS PRE.F LASS R ROOF TRIES -SEE SEE GE02 SDI 0 EAR. , .T Q EA BLOCKING TO FRAMING PLAN FOR FOR BLOCK PUTS SPACING EXTERIOR SHEATHING INFORMATION TRUSS PER PLAN TRUSS PER PUNTV2x SEE PLAN FOR NAIL PER PLAN (2) 0.148' x 7 NAILS CONNECTION TO BOTTOM CHORD 2x BRG VWLL, SEE *EACH END OF PLAN FOR STUD SIZE & BLOCKING SPACING. MIN Q) N 2 FLAT UNDER GIRDER TRUSS (2) 0.148" x T NAIL, * 24' O.C. U.N.O. BOTTOM CHORDT x 3UC END *EACH END OFACN END. 2K BLOCKING BLOCKINGSYP ON LSTA24 EACH COMMON ATHING PER PLAN SIB ROOF TRUSSES PERPLAN. SEE PLAN 2 BRG WALL, BEE PRE-ENG. ROOF ROOF SHEATHING & NAILING PLAN FOR STUD SIZE & TRUSS PER PLAN PER PLAN SPACING. MIN (2) 2, ALT. BLOCKING @ FRAME CONDITION UNDER GIRDER TRUSS SEE FOR UU.N..O�CONNECTION ( FO WALL CLIP DETAIL (IwmpH EUP.cMAx) /ter Tg1 SECTION @ DOUBLE BEARING j(^�T VALLEY GAI 3M =1'd 314_ \ / 2X CRPPLES * 1T O.C. W SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER S NOT FLUSH AGAINST TOP PLATE WHEN STUD LENGTH IS <17 USE LSTA30 STRAPS AT EA STUD WRAPPED OVER TOP PUTS & NAILED TO HEADER EA SIDE W (11) 0.14T x7 NABS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROM 0.147 x 3.1M NAILS STAGGERED Q 17 O.C. EA FACE OR (3) ROWS 0.14T x 31M NAILS STAGGERED Q 17 D.C. FOR 2XIO OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REDID. IF W SHEATHING CANT BE NSTALLEC PER WFIG'SD4) FILLING AND BLKING AS REOD W (2) ROWS OFQI47x31M*I1r O.C. TO HEADER LINO 2x STUDS TYP. ATTACH JAMB STUDS PER WFONSDS BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND DOUBLE 214 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2K4 ON TOP WALL ORPRE- ASSEMBLED WALL OF2xBTOPAD CUT TOP PANEL W 9" PLATE. ATTACH W L2) D.C.-x NNLB*70.C. 0.148'hTHAILS70C. " (SOLID SLOCK W ZM LC!t% u �J PLARDETAIL -OWN g� THIS OETALLFOR CLARITY. TOP PLATE PER PLAN. NAIL SHEATNNG W (Z} ROWS OVERLAP TOP PLATE 0.131' x 2.1?NAILS 6 T O.C. AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT SHEATHING TO HEADER W 0.131iQ-1? UP COLUMN BELOWW NAILS AT 70.C. HORVAWALLY& (2) 0.148'x T NAILS VERTICALLY AT PORTAL FRAME. ALL FRAMING MEMBERS IN -18 ASSEMBLY SHALLSE SYPA OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSKKIS. WS2D STRAP W 0.148Yr NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM COLUMN ABOVE TO JACK STUDS. MIN. r END LENGTHS. (2) 2t BLOCKING BETWEEN STRAPS AND HEADER. AND WITON FLOOR SYSTEM. 3r x 1127 HEADER PER PLAN. -a- OOUBLE2x8TOP TOP PLATE CORNER TRANSITION m (2)-LSTA36OR(2KS20STRAP W0.146'xT- PLATE i NAILS ON INTERIOR FACE OF WALL STRAP i CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN (3)-21 JACK i (1}21 KING STUD MIN. r END LENGTH OVER JACK STUD. 0-21 TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) BLOCKING BETWEEN STRAPS AND HEADER M-21 JACK STUDS MIN. TINS' STRUCTURAL I SHEATHING, OR - i5T92' EXPOSURE 1 SHEATHING, SHEAR WALL SEGMENT EMENSIONED THIS Tar_ S FREE FROM PLATE SPLICES OR DISCONTINUOUS - FRAMING. ARWALL •o % r u $ i F N MEW d g 2 V LL LEVEREDYa 6V MAX NG� BLOCM 0y6RK4N01 W TO MAX 12^. ROOF SHEATHING NAILS TO SUBFASCM i G i BLOCKING e T O.C. CONTINUOUS FROM BOTTOM PLATE TO MID-1EIGHT OF FLOOR SYSTEM. SHEATH INTERIOR FACE OF WALL CONTINUOUS �O�' gDE REFERTOGE31MMFOR I SIMPSON HTT/BASE FROM BOTTOM PLATE TO TOP PLATE NAIL CONNECTORS W (18) OF MEMO THREADED R(>D 1 GABLE RAKE OVERHANG oI$TOQ-I1TNAILS&5W ALL EDGESTOAILS ORCOLUMNS.I < SUPPORT INFORMATION HEATHING & NANJNG 0.131' x 2-1? NAILS Q 70.C.8 T O.C.IN THREADED ROD W MN. 1T THE FIELD G REFER TO GE02 FOR GABLE UCTURAL COVER 2H SYP. i2 SUB•FASCA LECONTINUOUS EMBED SELOWCUMB TO § A A WEB BRACING INFOIBAVTION VALLEY TRUSSES SHEATHING SHALL FROM END 2N SYP. A2 BLOCKING Q iT FOUNDATIONUSNGSIMPSON SET-XP EPDXY. MIN. 24W EDGE (2)•21 BOTTOM PLATE. NAIL TO MIN.7 BELOW w TOP OFSPRED (IF TISHABEHIND RHANG TO MIN. 7L' O.C. w/ (3} 0.73/x T DISTANCE FROM FACE OF SHEATHING W (2) ROWS OA46' x 7 FOOTINGABLE GBE CONNECCTEED TOIJxIMNIN GABLE TRUSS. TOE -RAILS EA END CONCRETE CURB NAILS * 70.C. p ROOF TRUSSES PER TRUSS GABLE TRUSS PER PLAN L • • • . • • • , • �� •. ••.. . 2 SUPPLIERS SPECIFICATIONS. VALLEY GABLE TRUSS PER PLAN. GABLE SHEATHINGS DROPP®OAlLL�W1X'L"ONEIYMN� 2xISW.ROUTLOOKER Q24'O.C. MAX M-21 BOTTOM PLATE. NAIL TO ,� `'(1)ANCHOR BOLT CENTEROF ,, ,T.ry - - -��` O SHEATHING W R) ROWS 0.148" x 3' `o t�- •. SHEAR WALL TO FOUNDATION �: :'. C NAILS * T O.C. "• : •'r� PER DETAIL To NOTES &_• ' • •. •.MIN NAILING PER PLAN. DrOPPED QAMM N2r TO MAX 2P';]i1l ..: CONNECTOR LEGEND SHEET • •. - _ • • n .((22•}}•2H 2B SVP32 PLATE BEHIND 2x4 SYP. 02 OUTLOOKER * 15.7 OC MAX TOP OF SPREAD FOOTING•.• SVPl2 FULL w VALLEY GABLE TRUSS. TO i (3)0.131' x 7 TOE -WILLS FOUNDATION PER PUNT. (BELOW GRADE ) MEI(GHT KING STUDS F REQWFwSD2HHEADER EA COMMON ROOF TRUSS W TOAST x 3.10 NAILS@ p END W PLIES FASTENED PER WFDB�SD2 I 2FO.C.MAX SW' DIA F1554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO Z Yd OVERHANG ATTACH VALLEY GABLE TRUSS TO EA. TRUSS BELOW FOUNDATION. 5W DA SIMPSON HIGH STRENGTH THREADED ROD MAY BE SUBSTITUTED. PROVIDE NUT &35b 12k1?PLATE WASHER ABOVE DOUBLE - ROOFSHEATHNG& 2.45YP. 82SUeFASCYI W p) 0.18r x 31? NAILS NAIUNG PER STRUCTURAL TOP PLATE. NUTS SHALL BE SNUG TIGHTENED +2S TURN. COUPLERS WITH WITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS TN w 2x BLOCKING W O) 0.14T X COVER NOTES. l2} H2.SA GABLE TR1188 TO OUTLOOKER. THREADED ROD UTILIZED. EPDXY ANCHOR TO FOUNDATION RAIN. 6' BELOW - TOP OF SPREAD FOOTING USING SIMPSON SET-XP EPDXY OR EQUIV. SECTION St? x 31? ENGINEERED - LUMBER JACK COLUMNS. 31M' TOE -RAILS EA. END SHEATHING 8RALL BE CONTINUOUS FROM END DROPPED TOP CHORD BUILDER ALTERNATIVELY USE A 9p' DUL (OR SS` DU HIOM STRENOTN) ONE JACK COLUMN ON T EACH SIDE O' EACH �. -,OF OVERHANG TO MN I GABLE TES PER PLAN CAST4NFLACE THREADED ROD W 3YJD.22B' PUTE WASHER SANDWICHED BETWEEN TWO HEX NUTS, MN 7 BELOW TOP OF SPREAD FOOTING THREADED ROU. p 74r BEHND GABLE TRUSS. z f10N -150C MAX. �.3 GABLE OVERHANGS UP TO 24" SHEAR WALL DETAIL BETWEEN OPENINGS : (2)ROWS 0.147x3-IW N� NAILS STAGGERED* 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 17 0.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST NO OF TIE THICKNESS OF THE LAST LAMINATION (3)ROWS0.14rx3.1/r 3) FOR SFLY, PROVIDE IRPOHA. x5-1? LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) NAILS STAGGERED * 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN N-W 2-1? EDGE IT D.C. FOR 2)(10 OR 1' EDGE 1-1? EDGE GREATER HEADER 0.147 x 7 O LSTA30 HEADER TO w 140 uQzi 2-1? 2.1/4' STUDS U.N.O. (ONLY y REOID. FWALL r SHEATHING CAN BE I 0.148' x 7 NAILS INSTALLED PER WFIG0SD4) 0.148' x T OPP. SIDE, e DOWN DOOR 0.148' x 7 NAILS 2X STUDS TYP. DPP. SIDE (2)MKS (2)2$x (2)2®'• (2) 2x COLUMN ATTACH JAMB STUDS PER WMSDS BOTTOM PLATE ANCHORS PER DETAIL WFUTA ON NOTES & CONNECTOR LEGEND SHEET OPENING SHEET \/SP4 Q BASE OF EA ` P.T BASE PLATE STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET HEADER DETAIL NOTES: 1. UPUFT 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 LEADER SUPPORT SP4 Q BASE OF EA SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUD U.N.O. SEE STUDS SHOWN ON FRAMING PUNTS SHALL SUPERSEDE THE QUANTITYAS BEARING WALL SHOWN ON STANDARD DETAILS. SCHEDULEFOR MORE INFO. 3. JACK STUDS SNAIL. BE INDICATED ON FRAMING PUNTS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. F NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE TYPICAL HEADER DETAIL (VE) HEADER SUPPORT SCHEDULE ON NOTES& CONNECTOR LE IPLFT CAPACITY Q HEADER TO STUD = 7000 1?=1'4P 4. CONTRACTOR TO NAIL Id KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDrrL KINGS AS READ. COPYRIGHT MCD 2015: The information Contained in this document is copyrighted and is the exclusive property I TYPICAL BUILT-UP STUD COLUMN DETAIL 0.131'x SEE GE01 FOR OUTLOOKER OR NAILS * r O.C. r OR SHEATHING VALLEYRAME USSESI PER CANTILEVER PLAN I PER PLAN U GABLE TRUSS EXT. SHEATHING. ATTACH PER NAILING SCHED. (2) 0.167x 31rr WAILS TO EA COMMON TRUSS GABLE TRUSS TO TOP PLATE W SIMP3ON HGA10 * 47 O.C. MAIN SPAN ROOF TRUSS - DOUBLE TOP PLATE UPLIFT CONNECTOR PER PLAN (SEE SCHEDULE) EXTERIOR BEARING WALL PER PLAN Ai;;h GABLE END AT VALLEY FRAMING COMI. TO WALL 31411 d If MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, U. O z m NSDEPLYNALSNALJEDATS' 2[Ih EDGE DISTANCE PER DETAIL 0.148'xTNAILS yy � r le I 0.141rx T NAILS vo b OPP. SIDE Q DSTANCE PER DETAIL IC LLDATrm OUTSIDE2)ts (3+) 2x COLUMN (2) 2x BUILT-UP COL 2, BLOCKING W - (2) 0.148'S611'r NAILS Q EACH END - SIMPSON LSTA30 W (22) 0.14OW NAILS z� (ALL CORNER n CONDITIONS STRAP AROUND TALLER STUD) (2) 2x TOP PLATE - ATTACH 2t TO - BUILT-UP W12) ROWS OF 0.148'YS NAILS STAGGERED *7o.c. (2) 2. TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO STEP 4M BEARING FRAME WALL 11 / 3W-1'd CONTRACTOR PLAY ELECT TO BUCKET SHORT SPAN SEAM INTO VERTICAL BLOCKING & 2.4 SYP 02 RIBBON. LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET S RIBBONS ARE NOT NAILED TO EACH INSTALLED THE SHORT SPAN STRAP S Nor THE SHORT SPAR STRAP NOT REQUARED. REQUIRED IFSOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W (3) 0.131YT NAILS. To SPAN THE - 214 SYP n VERTICAL PT. POST (AS NOTED) OVERHANG DISTANCE. BLOCKING. NAILED TO OR IF DESIGN TRUSS OVERHANG W EXT. AS NOTED PLANS SPECIFY (3) 0.13150" ILS NA. LAP BEAM PLYS AND WAIL ANOTHER METHOD OF AS SHOWN(5) 0.14850-1W SUPPORT. REFER TO wwo4m513BLRt NAILS PER PLY MANUFACTURERS BLOCKING Q EVERY HTS20 CUP FROM SPECIFICATIONS i OTHER TRUSS (48' O.C.POSTTOBEAM y DESIGN PLANS. x STRUCTURAL SHEATHING EXTERIOR BEAM AS NOTED MULTIPLE VERTICALS i ,� �0�®rAYNL ATTACHED PER NAILING SCHEDULE PLAN VIEW TOP OF POST BLOCKING *EVERY O TRUSS (24' O.C. MAX) c RIBBONS ROLENGTHPER=P. 2x4 Yt SYP COW. LEDGER OR PT POST (AS NOTED) ABU POST BASE TRUSS BRG.& i CORNICE CONNECTIONS PER TRUSS CHORDS. NAIL TO WALL (AS NOTED) DESIGN PLAN w FRAMING MEMBERS W (2) 0.148'x 31W NAILS Q 2P O.C. MAK SEE FOUNDATION PLAN SW THREADED RODW 2NUT PLOWS SOFFITS&OVERHANGS »IF MASONRY USE R) iW TAPCONS FOR AODITIOWU.INFO SET IN ADHESIVE PER DESMaN PLANS.OR EQUAL Q 2r O.C. W MIN. 1-IW FASTEN SOFFIT TO IT MAX EMBEDMENT. MAINTAINrEND 1' EDGE DISTANCE c I I ��., it a CORMEXTERIORDISTANCE& VERWALL ANDRIBBONS TRUSS OR ROOF RAFTER UPERDESIGN '• \ � � i PUNTS OR m MANUFACTURERS \ �I WRITTWOOD TRUSS. SEE PLAN SIDE VIEWWALL �BASE OF POST SPECIFICATIONS. LEDGER @ LOW ROOF / ,DO CORNER COLUMN FRAMING /E0� SOFFIT SUPPORT FOR OVERHANGS > 12" Q 3W=1'Jr 3M•=1'-0' 1'=1'-0' a r C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. to d+I C. O j W50 m - o<z F d G S x f - K W J � •(~PP 4A !- CC ,I SCALE: AS INDICATED 1 SD2 2.4 SYP a BLOCKING @ 40' O.C. MAX W (3) TRUSSES AT 21' O.C. O ROOF SHEATHING. PER PIJW 0.14S*kS_Iw TOE4UIL& ROOF SHEATHING PER @ EA END. REDUCE _ PLAN ATTACH PER TYP. NONIOAD BEARINGPER WALLDS SSIMPSOACH 'o .FASTEN SPACING TO 2C O.C. @ - _ NAILING SCHEM ...-=.._ __. FBEARIS D.C. MAX STUD W � p SOFFIT. ATTACHMENT. LOSCARRYING H ....�'. ....-. CABINETS OR HEAVY .._ .... ."..;...... SPACING TO BE 0.1O.C91'x24WMASS (MAX 1a• VERTICAL • & REINFORCEMENT SHELVING .....•.. ... REDUCED DOWN TO GAP BETWEEN /2 PER ARCHITECTURAL SIMPSON OTC @EACH = - - 16'O.C. MAX LONG BLOCK &TRUS1 LOCATIONS CARRYING BOTTOM CHORD/ DESIGN PLANS. HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING.) CORNICE PER LOCATION. ATTACH W - _ - - (8)0.131-QZIWNAILS CABBIETS OR HEAVY REDUCE DTC SPACIM 2x SCAB w/Q148k7 ARCHITECTURAL _ (MAXtVERTIGALGAP - - SHELVING. To 2C O.C. FOR NAILS @ 4' O.C. DESIGN PUNS.- _ BETWEEN 12 LONG .. _ HOLD TOP OF WpLLSCARRYING LOADS SUCH PER TRUSSES - - - BLOCK&TRUSS DO BEARING H CABINETS OR MEAN PER PLAN PLAN BOTTOM CHORD/ -__ WAIL DOOM WALL SHELVING ' TRUSS BLOCKING) OM O BELOW BOTTOM OF TRU8S CONNECTION 2X BLOCKING x 17 = TRUSS BOTTOM 2x BLOCKING x 1210 PER PLAN LONG @ HORIZONTAL _ CHORD. @ TRUSS LOCATION 2x FRAME WALL PER BLOCKING LOCATION FOR CLIP - FOR CUP ATTACHMEI @ 48 O.C. ATTACH T< PLAN SEE ELEV. FOR ATTACHMENT. ATTACH - WALL SINGLE TOP O.H. SIZE TO WALL SINGLE TOP - PL.ATE W / MIN. (4) PLATE W / MIN. (4L 0.131'x 2.1? NAILS. CONDITION @FRAME WALL 0A3I'x 2J2' NNLS. SINGLE 2X TOP PLATE SINGLE 2, TOP PLATE TYPICAL SCAB OVERHANG #itI NON -BEARING WALL (PARALLEL TRUSS) II irl"I m SHEATHE ROOF PRIOR TO OVER FRAMING. 2x8 COLLARTIE HALF WAY - UP HEIGHT OF VALLEY. 1 FASTEN AO(5) 0.14r x 3' I 1 NAILS @ EACH END (TYP.)2xS RAFTER TO 2x8 RIDGE ! BOARD W A35ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE(ASSHOVIN) FASTEN SYP OR SM 2X5 (MIN. WDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE£NG TRUSSBELOWW1a'x4-1?SIMPSON VFRAMNG(ORPRE-ENGVA SDS SCREWS 2x8 OARD PLATE TO TOP CHORD OF Y. 2x VALLEY RAFTEREACH TRUSS BELOW 2xSk @ 2P RE-ENGVALLEY TRUSSES)O.0 VAX. WITH SIMPSON MTS12 ORNECTORS ((5) 0.131- xFIELD FRAMED VALLEY DETAIL ) @ RAFTER TO PLATE CONN. 12 Z7 m__ (2) 2x TOP PLATE - (2) 2x HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 21 BACKING W/ (2)0.148' 3-IAC TOE -RAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOFLNE 2. BASE PLATE W 0.148E X 34W @ 2I' O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING - SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR FLOOR I SYSTEM DIRECTION & MORE ISO FLOOR BEAM SEE PLAN FOR CONNECTION IF TRUSSES ARE PERP. TO WALL. INSTALL 2x4 BLOCKING W (2) 0A'IW x 34Ar TOENAILS EA END AND (2) 0.148' x 31M NAILS TO EA STUD. 3 W FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN. 1-Ur THICK OSS RIM BOARD. ATTACH TO EACH JOST FLANGE W/(1}0.131'x 2-i?NAIL 1 1 HGAt0. CENTERED BETWEEN EA FLOOR JOIST, PRE ENGINEERED AND SPACED NO MORE THAN 2C O.C. SCREW TRUSSES 92,r O.C. (3)4a'x 7 SDS SCREWS TO 2x PLATE-BLOCKING6 �N MAX PER PLAN (4"W x t-1? SOS SCREWS TO RIM BOARD. SEE ARCHS FOR ROOF WATERPROOFING AND PUGtEaLopolo: FINISH MIN.2X4 SVPI2PLATE-BLOCKING INSTALLED TIGHT TRUSS ANCHOR (SEE BETWEEN EA FLOOR JOIST. NAILED TO DOUBLE TOP PLAN) PLATE W0131'x 7 NAILS a S'O.C.&2 FROM EA. END. ROOF SHEATHING ATTACHED PER , NAILING SCHEDULE IJOIST PER PLAN. (40.131' x 7 TOE4MLS EA IJOIST TO DOUBLE J 2X 42 SPF STUDS @ 1S' 2X TOP PLATE. 1-JOISTS PER PLAN, BEARING ON O.C. W/ EXT. SHEATHING DOUBLE 21 TOP PLATE. FROM TOPOF WALL TO BOTTOM OF TRUSS/ NN Me.ATTACHPER NAILING SCHEDULE � AA S A FLOOR -TO -FLOOR CONNECTION WF10/SDC E WALL SHEATHING ISNT CONT. LSTA/8STUDS REDID FROMROM STUDSS TO FLOOR-OLOCKIN3 SHALL EXTEND INTO FLOOR SYSTEM AT LEAS' GIRDER BELOAV .... 1B• FROM THE EXTERIOR STUD FACEIFTRUSSESARE ,,,,OTHERIMSE, AOD FLOORJILOCIONG BETWEEN THE NEXTFLOOR JOIST.SPACED- PAR/LLLELTO WALL, 2x4 825YPCONTW(2) @ 2rD.C. MAX W(2} 0.131E x7 TOE44ALS TO TOP & BOTTOM CHARDS EA. END. 3W FLOOR SHEATHING PER 0.148'x 34W NAILS AT MF 0.131'x 24W MALSL FLOOR-��FLOOR FRAM NO NOTES. EACH STUD SHEATHING TO EA PIECE OF ROOF SHEATHING FLOOR-SLOCKING (2) 0.1485c3-I W NAILS @ EACH STUD 2X4 STUDS @ Ia. O.C. Ifr GYP. BOARD SIMPSON H/GA@ EACH DIAGONAL BRACE CSIS EA STUD ABOVE TO STUD BELOW W I I' END LENGTHS & (18) 0.13rid-1? NAILS 211 BOTTOM PLATE, ATTACH TO DOUBLE TOP PLATE W (2) 1a514-1? SOS SCREWS @ 12 O.C., STAGGER ROWS B• 2x BEARING WALL WITH ROOF LOAD REFER TO BEARING WALL SCHEDULE FOR STUD BASE CONNECTION & BOTTOM PLATE AN4�CH�OORS 'YYF7:A BRACING @ 2 STORY FRAME WALL /'=ra EXTERIOR WALL SHEATHING PER DETAILVW101 SD4 2x BOTTOM PLATE PER PLAN. (2}0.131' x 7 NAILS; 2, BOTTOM PLATE TO EACH JOIST (AT W O.C. MAX). 0.131E x 7 NAILS @ C O.C. & 7 FROM ETAS AND SPLICES; 21 BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON ROA BOARD. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2}ROWS 0.131'x 2-1? NAILS a 7 O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL W'I W SD4 FOR ADDITIONAL INFORMATION. RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM ' 0.131E x SNAILS: RIM BOARD TO 2X PLATERLOCKING @B O.C. & r FROM EA END. & EA SPLICE. DOUBLE 2x TOP PLATE PER PLAN. 1 1r."*4Y MAX. IN-PLANESHEAR: 335 PLF I' V ad sTORV 2.4 BLOCKING W (2) VNLl1 0.1&2-A3-1? NAILS @ BOTTOM PLATE EA END. SLOCK ATTACH PER NANJNO ADJACENT BAYS @ SCHEDULE EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 21 BLOCKING W 0.13'-44? NAILS 61 O.C. (5) 0.1021A-i? NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP f2 CONT. BRACE W (2) 0.182ks1? NAILS EACH DIAGONAL BRACE. O.S.B. TO OVERLAP BOTTOM PLATE I-IM' TRUSSES PER PLAN (MIN.) 21 LEDGER TO UPPER 2X4 SYP 82 DIAGONAL FLOOR WALL W BRACE @ 4r O.C. MAX 114913.1? SIMPSON 45' FROM SDS SCREW @ 16' O.C. HORIZONTAL BRACE (2) 2(1 TOP PLATE NOT REQUIRED 6 FROM EAVES. ALL BROW FRAMING SWILL BE MIN. 2X4 SYP a. 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 MAILING PER SEE PLAN FOR PLAN WAIL TYPE AND MIN. 2X4 SUB OF SPECIFICATIONS SLOPE CUT AS REQUIRED. nASCW PER DESIGN FASTEN EACH see 1+es a rvn MEMBER, EACH ADDITIONAL INFORMATION END, W (3)0.14w)Kr NOT SHOWN THIS DETAIL TOENAILS MAX. i'4T MIN. (5) 0.14BXT LIDOERTOWAL.L ONMECTgN ATEll H 0WALLED 0 i rEl RSEMI M CIAU. WIN.-(2) W 14M' EMBEDMENT INTO CMU @ 16' O.C., 1' EDGE & C END DISTANCE FRAME: MIN. RI I W SDS SCREWS W 1-1 re EMBEDMENT @ 1S- O.C., 1' EDGE & C END DISTANCE BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS BROW FRAMING DETAIL MAX. V-0' O.H. IL 1 1 1?-1'd TYP. NON -LOAD BEARING WALL PER PLAN. STUDS @ 2C O.C. MAX STUD SPACING TO BE REDUCED DOWN TO 1S O.C. MAX @ LOCATIONS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING. HOLD TOP OF NON -LOAD BEARING WALL DOW N I.10 BELOW BOTTOM OF TRUSS BOTTOM CHORD. LMIN. 2x8 SYP R LEDGER FOR CONVENTIONAL FRAME AND MINZA SYP a FOR PRE-ENGINEERED TRUSS. ATTACH TO STUDS W (2)1a' x 4-10 SIMPSON SDS SCREWS @ l,r O.C. MAX; TO GABLE EIS) STUDS W (2). 1M•x 34WSS/PSON SDS SCREWS @ 1S' O.C. MAX; TO MASONRY W 2x8 P.T. FOR CONVENTIONAL FRAME USE SIMPSON LRU25Z W (9) 0.14nT NAILS OR FOR PRE-ENGINEERRED TRUSS USE SIMPSON HGA10 USING (S)tak 14? SDS SCREWS SHEATHING PER PLAN MIN. ZM SYP a RAFTERS OR 2X4 SYP n PRE-ENGINEERED 12 SEE PLAN ta' x 3-ia' TMCONS • Cn c�L SIMPSON Q4 4 IN O R d** a OBP- II 0' $ n1 EXT. WALL/TRUSS (8)0.141rxV •OF G i. Qii _> 2.4 SYP 2yE SEAMWST1B2S BEAM Wppa'x. iy O 4fE • • "4`, 7 STUDSW(2)Q • �" LL ' MAX.: TO Ir 0.0 REDO 1fA.. VA j W 1a'x3&11�AP TYPICAL SHED ROOF tgi1TAI r0. •. ��• AIR, Me fa3 LL NON-STRUCTURALELEMENT8 NOT SNONM M.FOR -. CLARITY. REFER TO DESIGN OR ARCHRECN ROOF SHEATHING & NAILING' NOTES. ROOF TRUSSES PER PUN. I' U.N.O.ON FRAMING PLAN: R}8' �\ ` SIMPSON SDWC159DO SCREWS EA TRUSS TO TOP PLATE, REFER TO ---;DETAIL 5/8OW0. 1 / 2n0 FLOOR PLA M01'1?GYPSUM I PER PLMI A WAIJBpARp i1 OVERHANG &CORNICE PER DESIGN CEILING PER --- PLANS, FSCR71 2x SYP02 SUSFASCW W IS} 0.131' x CEILING IS NOT 3• END NAILS TO EA TRUSS (U.N.O.) DESIGNEDASA DWPMRAGM. DOUBLE 2, TOP PLATE. REFER TO DETAIL WFOT/SDI. (3)-0.13I*x3*TOE OR END NAILS, EA STUD TO TOP PLATE. (I) -Or SIMPSON SDWCI%O0 SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. EXT, WALL SHEATHING PER DETAIL WFid SDI MIOHEIGHT 2, BLOCKING, MATCHING SIZE & SPECIES OF STUQS. NAILED BETVYEEN STUDS W (3).0.131' x 7 TOE OR END NAILS 21 STUDS, SPECIES AND SPACING PER FRAMING PLAN, SIZE PER DESIGN PLANS. MIN. 1rz GYPSUM WALLBOARD PER FSCR702& OOR SHEATHING PER FLOOR ING NOTES. 131' x 7 TOE OR END NAILS; EA. STUD TTOM PLATE 4DRAFTSTOPPING FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. REFER TO DETAILS WS20AND VY521 ON THtSSHEETFORFLOOR-TO-FLOOR CONNECTION INFORMATION. 1•I FLOOR PLATE ti. PER PLAN DOUBLE 2X TOP PLATE. REFER TO DETAIL WFOUS02. (3)- 0.131E x r TOE OR END NAILS, EA STUD TO TOP PLATE. MIN. 1rF GYPSUM WALLBOARD CEILING PER FBCR30213. EXCEPr WHERE SM' TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBC4t3D26. CEILING S NOT DESIGNED AS A DIAPHRAGM. EXT. WALL SHEATHING PER DETAIL WFIG/ SDI MID44EIGHT 2, BLOCKING. MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W p)-0.131' x 7 TOE OR END NAILS 2X STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. MIN. 10 GYPSUM WALLBOARD PER FSCRT02& (2)- 4-i? SIMPSON SDWC1545D SCREWS, INSTALLED PER DETAIL 101 SDWC; EA STUD TO BOTTOM PLATE. (3)- 0.131'x 7 TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. 2, P.T. BOTTOM PLATE ATTACHED TO FOUNDATION PER SLAB ELE CATION�..� DETAIL VIFWN NOTES PER PLAN i & CONNECTOR LEGENDS SHEET U.N.O. FOUNDATION PER PLAN. Y ALLOWABLE CAPACITIES OAF =1.6): LANE SHEAR: 192 PLF i FT: 442 PLF TYPICAL CONNECTION @ GIRDER OR BEAM I4nM FLOOR -TO -FLOOR CONNECTION (PARALLEL IJOISTS) NOT USED TYPICAL TWO STORY EXTERIOR WALL -I JOIST 3M=1'-0" 1 UI=1'41• 304E+1'11' i COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WHIR & ASSOCIATES, LLC is strictly prohibited. SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO FLoon4LOCNM 14W O.S.B. AN BOARD OR W01ST FLOOR43LOCKM SPACED @ 2,r O.C. MAX, MATCHING FLOOR DEPTH. NAIL ; FLOOR-SLOCKNG TO TOP &BOTTOM CHORD OF JOIST W (2)•O1SI'x rTOE4MILS. HGAIO, CENTERED BETWEEN EA PIECE OF, `AM FLOORAIACKINO, AND SPACED NO MORE ) ; 2P O.C. SCREWWl3i 1/PXr SOS SCREWS 1`•. 21 PIATERLOCIQNG & (4} 1/4' x 14,7 SOS 1 TO RIM BOARD. FLOOR JOIST OR PER PLAN (4)- 0.131-X 7TOERMLS EA PIECE OF FLOOR•BLOCKING TO DOUBLE 2 TOP PLATE. PLAT¢eL-- MIN. 214 SYP82 FUTE43LOCIONG INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR-BLOCKNG. NAILED TO DOUBLE TOP PLATE W 0.131' x r NAILS @ S' O.C. & r FROM EA. END. EXTERIOR WALL SHEATHING PER DETAIL W 10 SD4 �21 BOTTOM PLATE PER PLAN. /- ($0.131-X 7 MASS: 2. BOTTOM PLATE TO EACH JOIST (AT / N O.C. MAX} - 0.131E X 3' HAWS @! O.C. & r FROM ENDS AND SPLICES; 2U. BOTTOM PLATE TO RBA BOARD. CENTER NAILS ON RN BOARD. MIN. 1-Ur THICK OSS RIM BOARD. NAIL TO FLOORRLOCKING W (1)-0.1W X 2-10' NAIL TOP & BOTTOM. SPLICE EKrERIOR WALL SHEATHING ATCENTER oFR&M BOARD.(2}RDWSO.137'x&1?HWLS@rO.C.ABOVE AND BELOW SPLICE. REFER TO DETAIX W 10/ SDFOR ADDITIONAL ISORMIITION BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WTHIN THE FLOOR SYSTEM \MATCHING SIZE AND SPECIES OF COLUMN ABOVE. ` 0.131E x r NAILS: RIM BOARD TO Zx PLATE -BLOCKING @S' O.C. d r FROM EA END. & F.A. SPLICE. DOUBLE 21 TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.% VxT - 150 MPH, EXP. C MAX IN -PLANE SHEAR: 335 PLF MAX UPLIFT: 60 PLF on; TH FOCCNBE ' CC JOB 14x STAR•18119 r SG11.E: AS INOKATED DATE: OY22lLi SD3 WNDDW JACK STUD COLUMN PER PLAN. ANN. (2)- 29 SYP02 STUDS EACH. r} S SMPSONSUNICSCREWINTONARROW FACE OF EACH STUD MAHARTO DETAIL / 3SOWC) (TWO SCREWS TOTAL). HOLD CRIPPLE STUD BELOW SILL PLATE SHORT TOALLOW PROPER ILSTALUTION OF SDWF SCREW. NAIL TO JACK STUDS W MIN. (4)-0131- x 7 NAILS. FLOOR SYSTEM PER PLAN. SQUASH SLOCIONG WITHIN FLOOR SYSTEM MATCHING SIZE& SPECIES OF COLUMN ABOVE. TPER OP OF PUTS PLAN DOUBLE 2x TOP PLATE PER PLAN. MIN. (2}2x SYP'62STUDS MATCHINGSIM OF - COLUMN ABOVE, CENTERED BELONJACK STUD COLUMN. COLUMN TO HEADER CONNECTION ACROSS FLOOR COLUMN, OR JACK& KING STUDS PER PLAN. MIN. H4 21 STUD. (2). 41? SAN SON SONG SCREWS INTO WIDE FACE (PER DETAIL I SOVVC) FLOOR SYSTEM PER PUN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP Of PLATE PER PLAN DOUBLE 2x TOP PLATE PER PLANT -- (1)-ESIMPSON SDMSCREW INTO WIDE FACE - (PER DETAIL I O/SDWC) OR NARROW FACE (PER DETAIL /3SI)MI. COLUMN PER PLAN, ALIGNED WTH COLUM ABOVE. MIN. (4).2x STUD. COLUMN TO COLUMN CONNECTION ACROSS FLOOR 1'=1a (1)-S' SIMPSON SOM SCREW INTO NARROW FACE OF EACH MUD (SIMILAR TO DETAIL 13fSDWC) (TWO SCREWS TOTAU, (3)- SIMPSON SDWZ/24-TUN SCREWS: ONE ON EACH SIDE OF COLUMN TAN MAX.1' FROM EDGE OF WASHER TO OOLUM, AND ONE (ENTERED BETWEEN COLUMNS. (2)- W SIMPSON BMW SCREWS INTO NARRaw FACE OF STUD COLUMNS (SMILER TO DETAIL 13SDM) (4 SCREWS TOTAL r)- 4117 SIMPSON SDAIC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13SDWC) (WO SCREWS TOTAL) (2} 4.1? SIMPSON SOM SCREWS INTO WIDE FACE (PER DETAIL HNSDWC) (I} SIMPSON SOAFM4-TUW SCREWS EACH SIDE OF COLUMN W/ MAX. 1' FROM EDGE OF WASHER TO COLUwL (1).B SIMPSON SOM SCREW INTO WIDE FACE (PER DETAIL 10SDWC) OR NARROW FACE (PER DETAIL 131SOW4 (I)• 8' SIMPSON SUM SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL I=OWC) (2 SCREWS TOTAL) UPLIFT CONN. CAPACITIES: (4)SDWC159D0. HIM MSDW015450: 19700 MSDM2724, 28= 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN, 15W EXPOSURE 1 OR 711 STRUCTURAL 1 & EXPOSURE 1 RATED SHEATHING COLUMN, OR JACK & KING STUDS PER PLAN MT. (4).2x STUDS. (2).4117 SMPSON SUM SCREWS INTO WIDE FACE (PER DETAIL 1GSDWC) FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE S SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE 2c TOP PLATE PER PLAN. HEADER PER PUN. COLUMN, OR JACK i KING STUDS PER PLAN. MIN. (4)-21 STUDS. W' 47lI SIMPSON SOM SCREWS INTO WIDE FACE (PER DETAIL IOSDWC_) FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE 21 TOP PLATE PER PLAN AML (4)- 2. SYM CRIPPLE STUD LATCHING SIZE OF COLUMN ABOVE, CENTERED BELOW COLUMN. CRIPPLE LENGTH TO BE I' MIN. HEADER PER PLAN. EXTERIOR WALL SHEATHING CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. REFER TO CLADDING MANUFACTURERS WRITTEN O n SPECIFICATIONS ANDIOR CODE REGULATIONS FOR MINIMUM REQUIREMENTS. • �' 2. 18' MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END F. JOINTS. IV MAX GAP SHALL BE MAINTAINED AND VERIFIED. E%CEPTWN: 1? GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1.1 THICK WOOD STRUCTURAL PANEL (O.S.B.) RM BOARD. . . 3O 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF MAILS ARE I91 OVERDRIVEN, THE ENTIRE SHEATHING PANEL SHALL BE REMOVED AND REPLACED IF MORE THAW 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 ARECC REQUIRED WHEN SPECIFIED ON FRAMING PLAN(S) ANDIOR FRAMING DETAILS. DOUBLE TOP EXTERIOR WALL SHEATHING SHALL EXTEND PLATE PER PLAN TOTHE TOP OF TILE DOUBLE TOP PU7E. NAIL /i P_XTLATEWLLSHEATHINGTOx 2-IrZ TOP PLATE W(2}ROW30.131'x2-1? US 0 3. O.C. STAGGERED 14rr �- EXTERIOR WILL SHEATHING &EYEP. NAILING AT DOUBLE TOP PLATE 14rZ-1'd 1117 O.C. COLUMN TO HEADER CONNECTION ACROSS FLOOR 1'M'd (II 412' SIMPSON SOMC SCREW INTO NARROW FADE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 130SQNC) OWO SCREWS TOTAL) (2)- 41? SIMPSON SOAK SCREWS INTO WOE FACE (PER DETAIL IGSDNIC) (2} SIMPSON SDNF772HWVSCREW8 EACH SIDE OF COLUMN W/ MAX I"FROM EON OF WASHER TO COLUMN. (4)• E SIMPSON SDWC SCREWS INTO INTERIOR FACE OF WEADER(SMILAR TO DETAIL I3fSDWC), SPACED AT 14,7 O.C. &CENTERED UNDER COLUMN ABOVE. (1)- 41? SIMPSON BMW SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13SMtq (TWO SCREWS TOTAL) (2)- 4-1? SIMPSON SOM SCREWS INTO WIDE FACE (PER DETAIL /01SOWC) (Z} SIMPSON SDWF2724-TUNWSCREWS EACH SIDE OF COLUMN W/ MAX. 1' FROM EDGE OF WASHER TO COLUMN. (4)- S' SIMPSON SOWC SCREWS INTO NARROW FACE OF CRIPPLE STUD AT TOP & BOTTOM (SIMILAR TO DETAIL IWSDMC teoAl 19700 2x 2ND FLOOR STUDS SEE PLAN FOR MORE INFORMATION SEE FLOOR FRAMING PUN FOR FLOOR SYSTEM INFO. SIMPSON MSTC402ND - FLGGR STUDS TO 1ST WITH FLOOR STUDS (32) a.148'X 3-11C SINKERS (2) 2x TOP PLATE 2x 1ST FLOOR STUD - SEE PLAN FOR MORE INFORMATION FOUNDATKON PER PLAN FT717KIA7 SMSPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (� 0.14CX 9.1M'BINKERS IIII)® ATTACH 2x STUDS W � sT (2) 0.187X 9•i? NAILS • 0*00.4 SMSPON MSTC402ND 4L• FLOORSNDSTOIST FLOOR • Ike STUDS WITH (!2) 0.14rX3.1M'SINKERS - TUP ILSCHEDULE COLUMN ATTACH R ■■��� MFP� • Lill •-` NAILING s ATTACH 2x STUDS W • • (2)OAGrX3.1?MAJLS ' 0 S'O.C. STAND • y f� ALTERNATIVE STRAP: (2}CS20 COIL STRAPS COLUMN TO I •• U 1 COLUMN W MIN. 7 END LENGTHS& •III• (14}0.131' x 2-IrT NAILS EACH END. PROVIDE SOLID BLACKING WITHIN FLOOR SYSTEM. ¢� 2 ATTACH 21 TO H1T7 pq j1A. STUD W (2) ROWS O EMBED. W SMPSON 2 OF 0.187X 31? SET EPDXY OR EQ. O NAILS a r D.C. GT-rORNM CORNER ATTACH COLUMN W (18)0.148'X2-1?NALLS O HTT4 W5B'ALL i THREAD ROD. T MT. Q (3) 2x BUILT UP8TUD EMBED. W SMPSON SET EPDXY OR EQ, O COLUMN ATTACH PER ATTACH COLUMN W y WIFOISD2 (18) 0.14W X 2-1?NAILS m ATTACH 21 TO BUILT UP STUD COLUMN W O (2) ROVED OF 0.1S7X 3.10 NAILS 0 S' O.C. i STANDARDCOIS A A W 6 2E O U RAME 3IC-1•4r s HAILWALL SHEATHING / !/!/J//9SNAIL EXT. WALL SHEATHING PER PUN PANELS TO RIM BOARD / SHEATHING AT VERTICAL. ATTACH PER NAILING / /. / //// //, 2x STUD6, SEE SCHEDULE W(2} ROWS0.731'X �- NAIL SHEATHING PANEL JOINTS (EDGE FRAMINGPLANFOR 2.1?NAILS 03'O.C. / / / TO EACH ./fi \\ \ \\ NAILING] W0.131'x SPACING AND GRADE 2x BOTTOM PUTEW WHEN 80R MORE WIDOWS ARE IN A ROW(ONLY JAMB 37lDSBEIYFEB4 STAGGERED 14TWO i .o INTERMEDIATE 'i/ O\\\\� 2-1?NAILS 0 S'O.C. (1)SMPSOI SDVLC WSDOWS) CENTER WIDOWS MIST HAVE LSTADSTRAPSTO+AND AND SEE ARCH PLAN MAINTAIN MIN. SW FROM ./j-/ O STM%TNE / .O \\\ MAINTAIN NEL. STAGGER TO EDGE TO VERIFY SIZE iSB'FROMSCREWS 8'O.C. BOTTOM AND EACH SDEOF OPE/MDW/0 AS4CLPS TO TRAIEFER EDGE OF PANEL / !Fr flEID) W 0.191 '.xi / aP OF PANEL, STAODER & 8' FROM ENDS AND LATERALLOADS 2.1?NAILS 0 i0 \�\\ NAILING ON EACH SIDE 3M FLOOR SHEATHING SPLICES. SCREW TO BE O.C. AT 17 .'b /\\\ OF PANEL JOINT. ATTACHED PER FLOOR INSTALLED TO CENTER NAILING NOTES OF RIM BOARD BELOW STRAP V L 0.I SOLID SHEATHE G 0 HEADER SHEATHING SPLICE AT THE rNMS.(ENDS8'X C. MIO4IEIOHT OFRM •/ lit%%%/'/'/%/// \`. BETWEEN IAEELSr CAP OVERT. PLATE AX OA4S`x4QP02,SIMPSON SP4 VW 8) BETWEEN PERILS r BARD. MAINTAIN I?GAP / / // J / / / / / / / / \ \ \ RIM BOARD BLOCKING @ W. THEN RUN DOWN �R (USE xl-1 M STUDS _ W. THEN RUN DOWN Q? USE SPS 2x85TUD BETWEEN PANELS. / / / / / / /f // \ \` 2ACH T MAX ( 0 \ 0 /i////\'` ON VERTICAL CENTERED \i ��•`-A F�EOF,WAB SBPS Q2xSSND) EXTERIOR WALL ATTACH To oouBLE '' ' /l //// ON VERTICAL PANEL 57UDSLHEAD IF SHEATHING �///////////// A`AV JOINT. _ TOP PLATE USING (1)` 1 (ONLV RE07)IFVWIl \ � SIMPSON A3t -� '\ \ SHEATHING CAN BE ` � \ (2) � �F PLAN E \'. FJCTfONOR WALL RIM BOARD PER TRUSS U.N.O. ON PLAN SHEATHING IJOIST 024'D.C. MANUFACTURER. INSTALLED AS `\ HEADER -SEE 2ND AT TO EACH JQST INDICATED) TIP. PANEL SPLICE AT WISP RIM BOARD&IL . VERTICAL EDGE &FIELD NAILING (MAX) l FLOOR PLAN FOR MIN. FLANGE W (1) 0.131' x EXTERIOR SHEATHING HEADER SIZE i REDO ATTACH RIM BOARD TO SEAM 2-1?NAIL - / 1-12'=1'd 1-1/2'•1'd FROM TOP OF WALL JAMB STUD BELOW USING (1) SIMPSON (I)ROYVG131'x2-1? TO BOTTOM OF FLOOR I R ' A3501C O.C. MAX & 8' FROM NAILS 07 O.C. WALL SYSTEM (RIBBON / • •\ i \•\ ` END&SPLICES SHEATHING TO BEAM) ATTACHED PER - \ • \ \\ \\ \ �,\;A\\`B`.\!,��: \ /,9;i �1/ BEAM OR FLOOR NOTE: REFER TO RMBOARD NAILING SCHEDULE. IF \\`.• \>.\\\ \u\\\-.. t/ 4 .. GIRDER PER PLAN (2)ROW50131'x2.17 SHEATHING CAN NOT IF HEADER IS UPSET NAIL FIT. WALL SHEATHNG TO HEADER W 0.131' x 2.1? NAILS 0 w O.C. TOP & BOTTOM MAINTAINING EDGE DISTANCE. AT EA. END OF HEADER NAIL SHEATHING TO HEADER W LIST 0.131' x 2-1/I NAILS. NAIL EXT. WALL SHEATHING TO TOP SILL PUTT W O.131'x 2-1? NAILS 00' O.0 NAIL EXT. WILL SHEATHING TO JACKSTUDS W CA31' x 2.1? MAILS 0 TOP &BOTTOM, 8 TEN B' O.C. EXTERIOR WALL WALL EXT. WALL SHEATHING TO SILL PLATE W sFEATMNG % % �/ \\\\ `�• 0.131'x2-IrZNALS@B'O.C. NAIL EXT. HALL 9HIFATHIN6 TOCPoPPLE /// - % //////////J%// / /// •/ / / b \ FRAMINo W0.131'x2-1?NAILS eTOP6 \.\�U BOTWOM,&TIENB'O.C. AT PANEL EDGES O O.C.INTHE FEUD. AT VERTICAL PANEL JDTTS, • / / \ �\h \ REFER TO DETAIL (D) 3M NAIL EXT. WALL \\ 21BOTTOM PLATE SHEATMNGT02x 3'O.C. \ PER PUN FOUNDATION PER PUN. 0.131'X2-1?NAILS BETWEEN SHEATHING 3W O.C. NLI EDGE. AND FOUNDATION TNT OR- 3M' TO PANEL EDGE. MASONRY. TYP. EXTERIOR SHEATHING DETAIL (2-STORY) / n l TIP. NAILING AT BOTTOM PLATEJ_lr TYP. SHEATHING & NAILING AT OPENINGS 0 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and i3 the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the JOIST MAIN SPECS OR BLOCKING NAILS 07 O.C. WALL REQUIREMENTS SHEATHING TO BOTTOM OF BEAM PARALLEL TRUSS TO DROPPED BEAM BE INSTALLED AS INDICATED, CONTRACTOR TO INSTALLLSTA24 d LsrA30 As SHOWN S i `\ I\ AND WINDOW B LOWER: (1)2x SILL PLATE W(2)0.14Cx3' HEADER OPENINGS LESS THAN 4FT(1) 21 SILL PLATE W (2) 3M=1'd (2) 2x SILL AT WINDOW W 2K CRIPPLE STUDS i \\ 0.14C x 3'TOE-AILS. OPENING URGER AT EA END NAILED TO ` THAN 4FT: (2) 2x SILL STUD PACKWO.14WX 1 PLATEWA35CUPS T NNL808'O.C. \ EACHSIDEW2x THEN STUDS 016' CRIPPLES 010' O.C. O.C. ATTACH BILLED \ \ W(2)0.14SxS (210.14B'x3' ` \ TOE-NWLS T&S TOE�RAILB AT EA END 1 (PLYWOOD SHEATHING OF BILL (MAX OPEWG \ EOO T68) WIDTH 4'd). USE A35 l \ l CUP AT EA END FOR OPENINGS GREATER THAN W BUT LESS THAN 6 NOT USED Oglressed, written consent of MONTA CONSULTING & DESIGN, 0 SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN& GTDERSEAM BELOW W (22)0.145 X 3' SEE FRAMING PIMA NAILS. (ONLY REQO P FOR FLOOR WILL SHEATHING CONNECTION CANT BE INSTALLED AS INDICATED) FLOOR GRADER OR BEAM i HEADER CONNECTION 2nd FLOOR HIGH BM 1 3W-l.(r i i WMR & ASSOCIATES, LLC is strictly prohibited. W s 3 +i •'Lie: ofo J• C + Z O �~ 050 0 E m S -C oZ =LLI F n :3 W J dJ • SI STRUCTURAL LAN: TH 1 40RUCT. DP OCCIEGC CC JCSw STAR - SCALE: AS INDICATED DATE: 03Q2M NONSTRUCTURAL EIEMENT8 NOT SMOWM THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHRECTURAL PUNS. ROOF SHEATHING & NAILING PER ROOF NOTES. ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON SOM2724 (027 x 24-) SCREW Q 24' O.C. MAX MAINTAINING r FROM ENDS AND SPLICES 2M SYPIQ RIM -BLOCKING BEHIND RBA BOARD. NAIL TO RIM BOARD .w(2).0131' x r MAILS Q 7 D.C. FLOOR-BLOCIONGSMILL EXTEND INTO FLOOR SYSTEM AT LEAST 16' FROMTHE EXTERIOR STUD FACE.... OTHERWISE, ADD FIOOR4LOCNNO BETWEEN THE NEXT FLOOR JOIST, SPACED Q 24' O.C. MAX, w (2)-0.131' x r TOEIWLS TO TOP & BOTTOM CHORDS EA. END. _ MIN. 1--r (By 0.131'x 2-V7 MILS: FLOOR SM'FLOOR SHEATHN PER FLOOR FRAMING SHEATHING TO EA. PIECE OF FLOOR-BKIJMIOCq. 14WOaLAnoM� 1-1/B' 0.3.8. RM BOARD OR IJOIST FLOOR -BLOCKING SPACED Q 24. O.C. MAX. MATCHING FLOOR DEPTH MIL FLOOR -BLOCKING TO TOP & BOTTOM CHORD OF JOIST W W0.131'x rTOE4AILS. FLOOR JOIST OR PER WAN. — (4).0.131-X r TOE -NAILS EA PIECE OF FLOOR -BLOCKING TO DOUBLE 21 TOP PLATE. MTHLOCl01k MIN. (N}2x45VPF2 PLATE -BLOCKING INSTALLED TIGHT BEMEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP PLATE VW SIMPSON BOB SCREWS Q 4-O.C. & 7 FROM EA END. FLOOR -TO -FLOOR 1 tr7=1'd" EXTERIOR WALL SHEATHING PER DETAIL WFIW SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE LLO. OF NAILING INDICATED ON DETAILWFIO 2X BOTTOM PLATE PER PUN. (*0.131' X r NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 2B O.C. MAX} (2)0.131'x r AWLS Q r O.C. & 7 FROM ENDS MID SPLICES; 2x BOTTOM PLATE TO RIM BOMWPoM BOARD SLOCIONG. CENTER NAILS ON RN BOARDRM BOARD BLOCKING. MN. 1-1B'THICK OSB RIM BOARD. NAIL TO FLOOR 3LOCKM w (1)-0.131' X 3U7 MAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)- ROM 0.131'x 2-U7 NAILS Q 70.C. ABOVE ANDBELOWSPLICE. REFER TODETAE. wild SDfOR ADDITIONAL NFORMATDN 1BELOWCONCENTRATED LOADS, AND NMERE REQUIRED PER RIM BOARD 1NNUFAC7URERS WRITTEN SPECIFICATIONS. INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. (2)0.131' x r NAILS: RIM BOARD TO 2[ PLATE -BLOCKING Q r O.C. & 7 FROM EA END. & EA. SPLICE. DOUBLE 31 TOP PLATE PER PUN. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.8} CT a 150 MPH. EXP.0 MAX. NRLANE SHEAR: 336 PLF (2ND FLOOR), 1080 PLF (1ST FLOOR) MAX UPLIFT, 425 PLF ROOF TRUSSES PER PLAN. MIN. IrZ GYPSUM WALLBOARD CEILING PER FSCR702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)-CSRIPSON SDWCISSW SCREW. — INSTALLED TO THE INTERIOR NARROW FACE PER 13ISDWWC; EA STUD TO TOP PLATE - MIN. 1r7 GYPSUM WALLBOARD PER FBCR702.3. (2f4-Irr SMPSONSDWC15MSCREWWS, — INSTALLED PER DETAIL 1O#SDWC; EA STUD TO BOTTOM PLAT 3W FLOOR SHEATHING PER FLOOR FRAMING NOTES. MN. IrZ GYPSUM WALLBOARD CEILING PER FBCR30213. EXCEPT WHERE 5Nr TYPEX GYPSUM WALLBOARD IS REQUIRED PER FSC4302.8. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (I)- B' SIMPSON SDWICISSOO SCREW — INSTALLED TO THE INTERIOR NARROW FACE PER I&SDWC; EA STUD TO TOP PLATE INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN 21 P.T. BOTTOM PLATE ATTACHED TO FOUNDATION PER DETAIL VW07AON NOTES& CONNECTOR LEGEND SHEET U.N.OANCHOR BOLTS SHALL BE INSTAL AT 12' O.C. MAX ASSEMBLY ALLOWABLE CAPACITIES (LDF - IS) MAX IN -PLANE SHEAR: 335 PLF (2ND FLOOR) 10SD PLF (1ST FLOOR) MAX. UPLIFT: 4/2 PLF &—* HIGH SHEAR TWO STORY DRERIOR WALL 3W-1'4r 2, SYP82 VERTICAL BLOCKING BETWEEN EA TRUSS. (* 8' SIMPSON BMW SCREW TO FROM TOP PLATE TO BLOCKING ON EA. END (TWO SCREWS PER EACX PIECE OF BLOCKING} NAIL ROOF SHEATHING TO BLOCKING WITH RSR— (0.11rx23,8') RING SHANK NAILS Q C O.C. MAX %Jill1i U.N.O.ON FRAMINGPLAN:(2)-S' ,t� l� SIMPSON SDWC15900 SCREWS EA% y TRUSS TO TOP PLATE. REFER IAA w A jj PLANS. ,` j / _ `D 21."" SUBFASCy W `/ 7 END NAILS TO 6► .B O� �� o R+ � •Q • ! ul LL DOUBLE 2, TOP PLATE RE T �1 )�� WFO71SD2. (S".134"xrT �•R A&B • g,� n EA STUD TO TOP PLATE. • ®P EXr (MALL SHEATHING PER D�JL <g ALLPANEL EDGES SHALL BE N&RED SHEAR WALL SCHEDULE LLO. •• INDICATED ON DETAIL WFIO / O.^/ •••e ' N••ee 4�, t] u MID -HEIGHT 2. BLOCKING, MATCH & 0 SPECIES OF STUDS. NAILED BETWEEN q� �+ w(J)-0.131"x7 TOE OR END NAILS. 'till, 2� STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (31. 0.131' x r TOE OR END NAILS; EA STUD TO BOTTOM PLATE. j� FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. 1%(- REFER TO DETAILS V4107 (FOR HOIST) OR 1 WS125(FOR FLOOR TRUSS) ON THIS SHEET FOR FLOOR -TO -FLOOR CONNECTION ..INFORMATION. iM FLOOR PLATE PER P DOUBLE Zx TOP PLATE. REFER TO DETAIL WFOTISO2. (J)- 0.131' x r TOE OR END NAILS, EA STUD TO TOP PLATE. EXr WALL SHEATHING PER DETAIL M10F BOA ALLPANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE LLO. OF NAILING INDICATED ON DETAIL WFIO MID -HEIGHT 2, BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W (3} 0.131' x 3- TOE OR END MILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4.1? SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 1W SDWC; EA- STUD TO BOTTOM PLATE. (3)- 0.131- x 7 TOE OR END NAILS; EA STUD TO BOTTOM PLATE. FOUNDATION PER PUN. SLAB ELEVATION .51 C s Z ?� O ~ W E � O. m - O<2 I }d; S F -C3 2 Ir J N • d }} N tA� a A»Gc a Jae Ha STAR -uses BGYE: AS NpCATED I� 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 WHIR & ASSOCIATES, TLC is strictly prohibited. N N Cb ri ro'. HALF PARTY WALL WIDTH FIRE RIETAROANT yr GYPSMW WALL BOARD (RICH SIDE OF PARTY WALL PER FEE RATED WALL SYSTEM (IF ASSEMBLY BXW.VS4 A USDA WE DESIGN PUNS. 17r GYPSUM WALL BOARD MAY BE SUBSTITUTED W) M1L St?THBC4 GLASS FAEROR MOERAL WOOL N RUTM COMPLETELY FALL THE 611A) CAV RIES FIRE BLOCKM EACH SIDE OF PARTY WALLAS RECLAIM IW GVPSUMW 4LUMMW PEEtU7RPWM, IIG&PWL UN7PW4,0RV34AIPW6 EACH SIDE OF PARIYWALL RME ED UMO WL M peer x 14WLONG.16Mr HTAgCOOLE RNALB ORMLOTYPE W DRYWALL SINEWS (MAIL 1-Vr LOFD► ALL FASTENERS SHALL EE NSIALLE) O MAx r O.C. O ALLSUPPORT® ®6C3 A 1r OF. N FIE D M4LI3t'xrTOE OR ED M4tA EALSTUD TO BOTTOM PLATE, EL SIDE OF PARTY WALL (I)- r SWOON SCREW. EACH To GOrTOM PLATE R PE 1 MW 111AKWIr. (EACH SIDE OF MN bA SYP@ BOTTOM PLATE ATTACH TO — CEUnROF NM BOARD OE.OW UMD (1) nrP WNCMW p:152x n SCREW Oar OA MAX MAINTAIN e' FROM ENDS &SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE -- BELOW MAW SIDE OF PARTY VOW =0 (1) SOVEON SOWF2M4 ISM x2r) SCREW oar O.C. MAX MAINTAIN r FROM ENDS AND SPLICE® FIREBLOCNIG EA SIDE OF - PARrY WALLASREDUiED ATTACH IBM BOARDTOWAL DOUBLE TOP PLATE. - EAM SOE OFPARTY WALL, U$M (1)SIVOW WAIMMM SCREW O ar OD. MAX & r FROM BOB & SPucEBL. OCREWW TO EE wBrALL®wro THE CMM()rTERNBOAID. NN.S W PEEmmm ToNMeOARD. (iYCBW aCMSWMCiM00SCEW.EACH 6TUD70701P PLATE PER 11111DINC (EACH MEOFMWWALL). WGYP" WALLBOARD PER U373M. LRUWM USORNN. ORV7MPW6 EACH SIDE OF PARTY WLLI FASTENED USING MALL M pAM'x 14W LONG, 160 H EAD)COOLER NAALa OR NM •TYPE W CW WALL SCREWS WIN. 14W LONG} ALL FASTENERS SNAIL EE INSTALLED O MAX r O.C. O ALL SUPPORTED EDawa tr O.C. N EIBD MAL U4 SYPrt P.T. BOTTOM RATE (EACH SIDE OF PARTY WALL} ATTACI70 FOUNDATION USG ANCHOR BOLTS DEFNSD N DETAL W IWA ON NOTES a CONECPOR LEGEND BEET. ANCHOR BOLTS MAYBE SPACED AT SEPO.C. VAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE TYPICAL PARTY WALL SECTION i PARTY WALL V-2Xr.I"PARTY WALL WIDTH FIRE RETARDANT TREATED RODE SEATAD NO PENETRATOW DOUBLE TOP PLATE EACH SIDE OF PARTY VAALLSEE VAWISDS FOR SPLICE a ATTACHMENT NPO ATTACH EACH STUD TO DOLO ETOPPLATEUW O(1) =NS M SOWC16eM (L762 x e)SC wAW(EWIHSIDEOP PARTPURE RATEDWALLSYSTEM PEt UD7SPW1. UUWM U47PNK ORV344VVW MK M SW e2 WWSO IC O.C. W LUM*X*1r WALL BLOCIONIG EACH SIDE OF PARTY WALL SN' FLOOR SHEATHED EACH SIDE OF PART'WALL ATTACH PER NAILING SCHEDULE PIE• M FLOOR sreTEM _ DOUBLE TOP PLATE SAWN SDEOF PARTYV ALL SE WRMOM FOR SPLICE A, A7TACNAEfTBFO FBE RATIO WALL SYSTEM Pm uay&PWt, tMNPNG. UWVW4.ORWINIPW6 WL aN eYPat erwe O tr O.C. W MD.HEIGHTYYALL BWCONO EACH SIDE OF PARTY WALL ATTACH EACH SKID TO BOTTOM PLATE USING (1) SOPSON SDWCiSM (0.162 x 4.1W)SCEW (EACH SIDE OFPARTY WALL) SE FOUNDATION RAN FOR CONCRETESLABA D FOUNDATON RdMF MNTION C PARTY WALL r4r.NLFFARYYwALLWDTN �-2 SIr.NA.FFARIYwALLWDTH FIRE RETARDANT FTRERETAMANT TRFATDROOPOMWOG i TREATED ROOF SFAT/D eTUDDEDCOWAONTAUMES -\ t? GYPSUM WALL BOARD EACH ODE OF PARTY WALL PER FI EPATED WALL SYSTEM (F ASOBELY NSN.VS44 IB IREM SEE DESIGN PIAML 1W GYPSUM WALL BOARD MAY EE SUBSTTUTED (W MN 3-Ur THICK GLASS FAEt OR M DEP L WOOL NSAATM CAMPIETSLYFLLTIESTW CAVIITES FIE BLOCK M2 EACH SIDE OF PARTY WALLASREOUN® wr GYPSUM WNIHOARDPot WISPWI. U33UNM tAK PWN. ORVs4ePW6 EACH SIDE OF PARTY WAIL FASTENED USING MK M(&arx I-W LONG, NEW HEAD) 000LERWAS OR NL •TYPE W DRYWALL BCRETAA 1-UP LONG} ALL FASTENERS SHALL BE NSTAt11D 0 MMAx r O.C. 0 ALLSUPPORTED E1DOEB&7r O.C. INFIELD ATTACH EACH STD TO BOTTOM PLATE AMINO (1) BSPSON SAWCISM (&162 x4-Vn SCREW CONIECrOND FLOOR WALLBASE RATE TO HST O FIDOROALE TOP PLATE W (2)1Mx4-IM SM saEWa0lr=AND rFROM END OFwAlI. ALL SPLICES TO EE STAGSBi®MIN.4r 12' GYP" WALLBOARD PER US76P1V6 UNSIAM UN7VW4.OR VS14PW6 ETCH SIDE OF PARTY WALL FASIBaD UBNGMN. M (4AM' x i-W LAND, 190 MEN)) OOOLERNALB OR W 0TYPE W ORYWALL SC OMB(MAT. VIW LONG} ALL FASTENERS SHALL EEINSTALLED OMAxrOA0AMSUPPORT® EDGES a tr O.C. N FIELD MK?x4 sYPR P.T. BOr7OM PLATE W.CH SIDE OF PARTY WAW- ATTACH 70FOINIATDN MM ANCHOR BOLTS DE RNI D N DETAL WPo7AON NOTES a CONNECTOR LEGEND VISIT ANCHOR BOLTS MAYBE SWCEDA SrO.C. MAX& Wn*4r OF EACH BID OF WALL & EACH BOTTOM RATE SPLICE COME nMCAPAGITEB: •UPLIFT ,270 PUP IN MANE SEAR,2MRF TYPICAL PARTY WALL SECTION 1W-r4r TOP PLATE USING (1)SM 18ON wwcioM0 p.182 x r) BT2Ew O4rOC&4YRtOMENS WM SIDE OF PARTY WALL) • DOUBLE TOP PLATE EACH SIDE OF PARTY WALLSEE WP0R802POR S LIDE AND ATTACMENTNFO • ATTACHEACHRUDTO DOABLE TOP PLATE LAIRS (1) WAnMSON019Mp.1/2x r)$OMWp=e OF AwrYWALLI FINE RATED WALLSYSTEM PEt WAPW1. U87RPYr2. tA47MP VK OR V844iPW5 NBTALLEDTDHRTO ROOF SEEATIMIG, ASK. SYP eS SI1D6O1r OA W MDHEDM WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SMPMM BOWCISM(0.162 x4-VnSCREW CONNECT END FLOOR WALL BABE PLATE 70 IST FLOOR DOUBLE TOP PLATE W (2) Ur x4-Ur BOB SCREWS 01r O.C. AND r FROM ED OF WN1AAL1 SMICES TO EESTAGOOMMK46' DOUBLETOPPLATEE CH SDEOF PARTY W % L 8EE wFMe1BDGFOROPueE& ATTACHMENT 14PO ATTACHEACHHSTUDTO DOUBMTOPPLA7EUMO(1) =64=SDWC (&162x C)SCMWFACHSDEOF PAR FTIE RATED WALL OWTEM MR 7IPW %CROR V MN. Zd SVP 62 STUD801r O.D. WMSD41EARWLL ATTACH EACH STD TO BOTTOM RATE LMING (1) SIMPSON SOWC1616e (0162x 4.1r') SCEw(EA H SDEOF MKTY WLL) BEE FOUNDATION FLAN FOR CONCRETE SAS AND FOUNDATION INFORMATION r r. HALF PARTY WALLWMOTH FM RETARDANT yr GYPSUM WALL BOARD EACH WE OF PARTYWALLPE RIVERAT®WALL SYSTEM (FASSEMBLY S0N.V814A -IBM), SEE DESIGN PlANEL Ur GYPSUM WALL Swim MAYBE OL408TnUTM W NN S•Vr THIDN GLASS FIBER OR BMBtAL WOOL NBUATION OOM6RETE LY ELL 7}E STUD GVT11E8 Mr GYPSUM WM180ATD PER U73PWI, tRMIPYA WU PW4.OR V344PW6 EACH SIDE OF PART' WALL FASIE® USING MAIL M pAerx 14W LONE. MW HEAD) COOLER MAI$ORM%•TYPE W DRYWALL SCtEMB(MAIL 1-Ur IOND). ALL FASTENERS S ALL BE MTA W W O MAx r O.C. o ALL KV PORUD ®aEs&WOANFE D MAIL2•NSYPMMSRIOS01r OC W WNEJOM WALL BLACK NO EACH SDEOFPARTYWALL (1)-CSWSM SOVM1 SCREW. EACH STUDTO BOTTOM PLATE PER 11NTDYR7, (EACH SIDEOF PARTY WALL} 2x90TIOM PLATE. FASIBHT)FLOOR SYSTEM W (1) suvwrSIWNCSCREN(Sowcioe 0)O2r O.C.a r FROM BIDS & SPLICE. AT PERPENDICULAR F7DOt CENTER SCREW N RIM BOLLARD. ATPARALLEL FLOOR SCREW INTO BEAMWTRUB& STAGGERING N BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP RATE — BELOW USING (1) BOWDON SOWF27S PM a M SCREW O Sr O.O. MAX MAINTAIN r FROM ENDS AND SPLICES RRE BLOCKING EL BIDE OF PARTYWALLAOREQUIVIED ATTACH RIM BOIIRDTOWALL DOUBLETOP — RATE. USG (I) MASON SDWDIMM BLEW O W O.C. UM&r RDMEDS&SLICES. SCREW TD EE NUALL W KFOTE CE TEtOFTHE RM BOARD. MAIN. 3-SW PENETRATION TO RIM BOND. (1)-r=VMM SNWCINM SLEW. EACM STUD TO 1OP PLATE PER /1180 W; (SAC M SIDEOFPNRTYWALLIL rKanawasTuoselroD W — MD46(HT VAA .L BLOCKM FASTEJEE USING MAIL M (11.OM'x 14a' LONG, ISM MEAD)OOCJiRNNAORftGrVE W DRYWALL SCREWS OAK i-1N' LONG} ALL FASTENERS SHALL EE INSTALLED MAX 0.C.0 ALL SUPPORTED TDGEita 1r o o. N FEE D MK U4SYP0 P.T. BOTTOM PLATE EACH SIDE OF NI ACHES: -U JFr-270PLF -N PLA ESEAR-2MPLF TYPICAL PARTY WALL SECTION W-r4. ,jl�lilttt/� NO �% V t PARTYWALL raM �FEERErAARDAKr ° !! - FIRE SLOCIONG EACH SIDE OF PARTYWALLASIECIRED - -DOUSE TOP PLATE EACH SDEOF PATY WILL. SEE WF0R1102FORSKICEAN) ATTA*aS NrNF0 - ATTACHEACISIUOTO DOBLETOP PLATE LAID (1) SMIMM SDWCIMM (LiUx S SCWNPAWSMOF FAMVIAW FSEM,E,WALLeYeTEM PERIA7aPW fusel M UNAWW4.ORV844PWB DISTMU87TIDNTTOROOF SIEATAD. WL2.4eYPDaTUDSOIr O.C. W I D460Nr WALL ATTACH EACH STUD TO BOTTOM PLATE USM (1)BM IONS WC16140 (0.162 x4 M)SREW CON eCT21D FTDOR WALL BASE RATE TO ISTFLOOR DOUBLE TOP PLATE W (2)17r x4-VZ SM BC M 01r O.G ANDC FROM EN) OF WALL& Al- SPLCES TO EEBTAGGEREDMN.Y' DOUNETOP PLATE EACH SDEOF PARTY WALL SEE WFOROMFOROPLICE& ATTACHMENT NBC ATIACHEACISTUOTO DOIAIE TOP PLATE USING (1) SMlSON SOYYCI6MO p.162: IM SCR,pACH SIDE OF PARTYWALL FINE ANTED WALL SYSTEM PMU7&VM. NMPWR, UN7RW4,ORV6MIPW6 wLSdEYE, e2ETTIDBQtr O.D. W WIHEDHT WALL KOCIWG ATTACH EACH STUD TO BOTTOM PLATE USING (1) SOVSON SOWCiSM $LIM x 4-WI SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION RAN FOR CO C ETESASNO FOUNDATION INFORMATION w =�G g tOi V LL F. v _� O� W-O $ - 0 Q W 3 = 0 - x ~ J 2 K H Q .M • 0. 40 (A r a« « +D.Ho. sTAA,1sMA dC1LLE: AS INDICATED 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. t THREADED ROD, r M N. ammmmo TWaafmmwr4r W WOREQATTACHro COLD NW(i%G.i Tx2-Ur WALSHFATHM SHALL BE NW aKRDM TALLABACONUOUS NBOTFRCML1 MWBMTO 2K SEPARATION FRAME BUI DOCCB6RWNAlLIMOPE WALLTOPABOTTOM WF,8• 111 PLA7BSHALLRI CONTNlIDU1! PAST' ENDOF8IAB A AAOB(TFRAME WALL DOOR DEBASE ro BNDOF BLAB MBOECIMIXR1AME WALL SHALL IS STOMN(3) PLYUKTLPCOMIMI WIRON WALL FRAEO" SEPWATIDNFRMENWL W (2) W UNOM SOB SCREWS BMTALEDr FROM TOP& BOTTOMS. 1IX OMr E MMEE or-. aDMBM6DS`MAX O1roQ YPB $TAOfEREDrMAX SEAIHMG. SECTION A A 46'• HA F FAM WELL WIDTH FIRE RETARDANT ROOF 81ELTIlIGAD FAS1BOq PER NIALNG SCHEDULE ,rrGYPSBM WALLBOARDEACHSDEOF PARTY WALPBRFLRE RATEDWALL SYSTEM(FASSBBLYID V.V3{tM W DESIGN PLANS. wALLSOAROMOrBESUBsTITUTEDW MN.S-I&nKXMMSFIM3ROR M mmLWOOLNSMTDN COMPLETELY FILL TE STUD CAVITIES HF IKiA OIA YUSESNAPSCIISOMMOW O r O.C. &r FROM ENDS PER7ABDWC �COOT BEARSD MDT. rcfa�ovl7i�-- FIRE BLOCKING As IEOIBED *V • HALF PARTY WALLWDTH FIRE PWADAW EPA NWPM TEATEDROOF$NEATIMG M MMETMTIONO) ATTACH SFATMM'M FRAME WALL DOUBLE MP PRAM %MRMMM INNS REffm PER A A SIOBLERODFTABLEONSI. SOAR wTCHOD PITCH OF ROOF ro FILL OAP BETWEEN TOP PLATE $ SHEATHED F RBSIIRED FMCKAW TTHrt+ROOANrG.AD FLASHING BY EACH WALL STUD NNORODTEACCH BUILT W COLUM STD PASTEMTODOUBLEUW ATEW(I)SWGON SLWC INm escRew DOUBLE TOP PLATE SEE WFO778D2FOR SPLICE $ATTACHMENT INFO. FIE RATED WALL ASSEMBLY PER U37MM. UM M-M U 3Q"4, OR Vs. INSTALLED TIGHT To ROOF SEATISID. CAULK WITH AN APPROVED PRODUCT70 CREATE AR TOMT SEAL PER MA$FACROBCS NSRLALTWN Iunivic WNB.PROVIDE MO6ML WOOLOROTHE RMPIDW®MEENODTOFLL N VOIDS MID~ BLOCKING BETWEEN STUDS UAC ON FRAMING PLANS W(WIFI UL1 WAL80A D WALL W N COOLER W 0.a/Tx 7-0iB'LOLD. iSNCH61D1 ORO t 1rO.C.wF7LT• D 1-1MLONOOrO.C. ON EDGE (1}r SIFOOM SMWCIBM SCREW. EACH \—\,, STUDTO BOTTOM PLATE PER 11MOW:, MN.2NN8WNBOOTTONMRATEATTACHroCE NTEROF I M BOARD BELCH UM O.131NALBOrO.C.MAL ATTACH BOTTOM PLATE ro COME TOP RBELOW USIKG(1) SWPSON SDWF272L ISMA SCREW 0 Sr O.C. MAX MO NTAN r FIWOM A O SPI 8 FIE BLOCKING AS REQUIRED W FLOOR SHEATHING FASIBI FOR PLAN PRE@NG. FLOOR sratBM ATTACH AN BOARD TO WALL DOUBLE TOP PLATE. LSOD (1) SWOON SMMIWW SCREW O IV O.C. MAX&S'FROMENDS&ORICES SCREWTOSE INSTALLED NrOTHE CBNTMOF TERN SOAR. MN.34W PENETRATION TO ISM BOND. M-S'SWOON OM CIUMSCIkW, EACH STD TOTOP DOUBLE TOP RATEW 614'x3-W TOENAaB ro EA N018T. TYP. � P� OETWTB2 S. UAO. C 1?OYP"VAUIBO FD WILLWSOCOOLER �1dAT TONG. iSAM' ORSOW OdtElW81-W LONG C=ON ®GE • /r O.C. N FIELD 00,128W WALL W BTUDB B IS O.C. SEE MO2NTEBFAWST WOOD SCHEDULE 81EErr PoRMCTONK NFICIMMTON MN 214 SYP ARP.T. BOTTOM PLATE MACH SIDE OF PARTYWALL). ATTACITOFO N)ATONUBBD ANCORBOL73DEFINEDINDErALW WAON NOT &COALWECWR LEGEND SHEET. ANCHOR BOLTS MAYBE SPACED AT 3r OO. MAX a 1 W n6N IF OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE TYPICAL PARTY WALL SECTION i EXTERIOR WALL SHEATHING NO HALED PER WPWCONTINUOUS WALL BLOCKING aMTA LED AT MAX 7-V O.O. A8 •FASURSDVERTICAMY FROM FOUNDATION TO UPPERMOST DOUBLE TOP RATE BUILDER TO VERIFY SMrAlATONLTW. UI+PER 2xN 8 W 62 6IIlB8 1r QQ MAX. $I" LOF ROOF SHEARD�OVFROM ERro EACH ASWEW A LSTD OR EACH BMTUPCOWM STUD FASTS NEDro BOTTOM PLATE W(1)8W90I1 SDWYC tamr scRBW FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM �m Ux 959 sciews 07�EwAx wI ®OE Cr AM PLAATTECE LOWS R2x FRAME WALL DOUBLE TOP RATESNILL MATCH ELEVATIONOFFLOORSN MM •F O'i3N'. BIMD@tSWSL FBDVERFY EACHLOWER VAAK.SNDOREACNBM.TUP000IMN XIUID SMPSOMFM10WWVSCRBN TO DOUBLE TOP RATEW(,) towee2xNaW62snDs ,rO.O.MAxsiVDb MD WV RATE 70 El ATION OF FLOOR SFATTWB,TWOM-wI3W FIRE RATEDW A LAS EOOLY PER U37aIPW1 IpBSPWAG W QP W{, as vawPwa wsrALED TIGHT TO ROOF aFIEA4A�t CALKVYrtNARAPPRGVEDPROOUCTTO BfAWWTONrfMIRIIC7p &PROWIDE� rWOOL OROIHMRAPROVEDPITH00ro FLL PNvo EACH WALL "�f11rr8CEWMWEOF PARTY WALL) -UPUPT .DOPUF -NRAE SIFAR�]N Rf FOUNDATION PER TE POIaDATON RAN 4%6'. HALF PARTY WALLYAM FIRE RETARDANT 87UDDEDCOMMMTiUISM IW GYPSUM WALL BOARD EACH SDEOF PARTYWALPERFIRERATEDWALL SYSTEM OFMaB4OLY BBN.VNM B USED) OEDE8D11 KA B. IW OYPSRM WALLBOADMAYMSUO$Yn MDW WLS-I 'TIMZ Aa6FOBtOR MMERA.wOOL WAK"ION COMPLEIB.Y FLL TE STUD CAVn= FIB SIMMONS EACH SIDE OF PARTY WALED REGL1S® IW GVPMM WA LBO FtD PHt UD73PM, U33&lln UN7NWN, OR V8NMPWM EACH SIDE OF PARTY WALL FASTENED USSR MIN. 6M (SASE x i!O' LONG. MMr HEAMCOCLERNIES ORW 6TYPE W DRYWALL SCEWB (DAL,-W LAND) ALL FASTBNBB SWIL BE *WALLED 0 MAX D.C. 0ALL SUPPORTED EDGES a tr O.O. N FIELD MIN 2MSYM BOTTOM PLATE SCEWTO — PARALLEL ROORRSMB SELOW W (2),IWx3-Ir' WSMWM O tr OP-&r FROM ENDS & ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SWOONSDWF2re6 ISM 24') SCREW O Sr O.O. MAX IMNTAN r FROM ENDS ANDS LACES FIRE BLOCKING EA. SIDE OF PARTY WALLA IEOLAIM SLEW 70DOL OLE TOP PLATE TO PARALLEL MOOR TRUSS WW W x44W BOB SCRE W8 a2PO.C. & rRDMEMOBasROEM. IW GYPSUM WALLBOARD PER USTWWI. UMNIPWQ UMTIPW OR V344PM EACH MOE OF PARTY WALL FASTENED USING MN. N P"x 14S LONG, IBM HEAD) COOLER NAILS OR Na O THEW DRYWALL SCREWS (MIL 1-W LONG} ALL FASTENERS SHALL BE INSTALLED O MAC V O.C.0 ALL SUPPORTED TDGES & IrOr- N FELD MN 2A8YPSE P.T. BOTTOM RATE W=SIDE OF PARTY WALL). ATTACH TO FOUNDATION LONG ANCHOR SOLIS OM ON DETALW07AON NOTES&CONNECTORLEGE DBEET.ANCHOR BOLT$ MAYBE SPACED AT SrO,C. MAX a WITHIN IF OF EACH END OF WALL & EACH BOTTOM DATE UIPLFT � WA RF :NRAE SEAL•280 RFI TYPICAL PARTY WALLSECTION 771-1'-0' PARTYWALL 4-2 SM•HALF PARTY WALL WIDTH FIE RETARDANT TREATED ROOF SHEATHING �- DOUBLE TOP RATE EACH SWEOF PARTY WALL SEE WMFIMFOR SPLICE & ATTAGL6iT INFO ATTACH EACH SRO TO DOUBLE TOP PLATE LING(1)8BPSONSDYY OM(LIS2xin SLEW(EACH OWE OF PARIYW W L) FIRE RATED WALLSYSTB2 PER U3731PW1, U331MPW2, UM7PON.OR V344PM MIL 2MOYPO WUDS O W QQ W MDMMU WALL BLOCOD EACH SIDE OF PARTYWALL P N. 214 SYPS2 BOTTOM PLATE ATTACH TO CB09tOF ISM BOARD BELOW USING LI*Pxr NMSOPO.C.MAX (I)6' SMPew sOWCIM00 SCREW. EACH STUD TO BOTTOM PLATE PER IIAIDWC. MACH SIDE 3W FLOOR SHEATHING EACH ODE OF PARIr ALL ATTACH PER NAILING SCHEDULE ATTACH RIM BONOTO W LLDOUBLE TOP RATE, EACH WE OF PARTY WALL. USING CO) SWOON SOWLISNO SCREW it O.C. MAX V FROM ENDS &SPLICES.SCEWroMBM A LEDINTOTE C NTI ROFTE RN BOAR. MO1.3SAP PENETRATION TO RM901IRD. DOUBLE TOP RATE EACH SIDE OF PARTY WALL SEE W1W(SD2 FOR SPLICE A ATTACHMENT WO (1)- F SWOON SDWCINOO SLEW. EACH STUD70 TOP PLATE PER 188D0I' (EACH SIDE OFPARTYWALL). FIRE RATED WALL SYSTEM PER WM731PWW, W3SPVMU3aff .ORV3IMIPWM MN. 2x4"92 SUDS 0 IV O.C. W M D+0GHT WALL BLOCKING EACH ON OF PARTY WALL ATTACH EACH STUD TO BOTTOM RATE UBNG(,)8M4 MSDWC76O0(L"2x 4VY)SCREW (EACH SIDE OF PARTY WA.L) SEE FOUNDATION PLAN FOR CONCIETESABAAD FOUNDATION NFONMATION 1'4 « HALF PARTY WALL WIDTH FIRE RETARDANT IMAIW RDOF SHEOkIMM PARTYWALL PER FOE RATED WALL SYSTEM (FAOBEMELYBXW V3EM M LBED)v SEE DOM PLANS. 1? GYP8UN WALL BOARD MAY BE SUBMITTED W M L3-VrTHICK GLASS FIBER OR MOBML WOOL BMWTION WLPIEIBYFL.THESRACAVMM IJr GYPSUM WA180MD PER Uf"~. U83aPWZ IM704K ORV344MA EACH SIDE OF PARTY WALL FASTENED USING MM SS AWz 14VLOMG, ISM' REAM OOCSR NALS OR Nw6TYPE W DRYWALL SCRELrs (MNL 1-W WMG} AL FMT9ERS *N BE S WALED O MAX r OR.O AL OPPORTED EDGES a IrO.C. N PB) MN.2•MS1PLQ BOTTOM PLATE SCREW TO — PARAU.EL FLOOR TRUMP BELOW YIN (*IW x3.11r We SCFEAIS0 B' O.C. ar FROM ENDS A SPLICES. FAACHSIDEOFPARTYWALL) ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SI PSON BDWPZrM ONX2r) SLEW 0SrOK: MAX MANTAN 6' FROM ENDS AND SPLICES FLOOR REARING IHGT. '�D HTLwM -- FIIE BLOCKING EA. a=OF PARTYWALLMRECLINED SCREW TO DOL13LETOP PLATE TO PART LELFLOOR TRUBB W m. W x41M'80s aCREYYS O W O.C. a rFROMENII&SPLICES (EACHSIDEOFPALTY WALL) IW GYPSUM WALLBOARD PER U11730M. US OPW2. U347PWW. OR V814PM EACH SIDE OF PARTY WALL FAZIO= USING MOL aM(SAW x 14V LONG. ISM' HEAD) COOIErt HALO OR NM6TYPE W DRYWALL SCREWS (ION VW LONG LALL FASTENERS SHALL M ABTA W W 0 MAC r O.C. 0 ALLSPPOMM EDGER a fro c. N FIELD MN. 20 SAP R P.T. BOTTOM PLATE (EACH SIDE OF PARTYWALL), ATTACH TO MUNDATON USING ANCORSM78 DEFYIED N DETAIL WF07AON NOTES & CONNECTOR UMM SLEET, ANCHOR BOLTS MIRY BE SPACEDAT 36'OA MAX& WTTHON S' OF EACH ENDOF WALL& EACH BOTTOM DATE SPLICE TYPICAL PARTY WALL SECTION i 12!•1'O` "W • HAF PARTY WALLWMDTH PARTY WALL FOE RETARDANT TREATEDROOFSIEKIHND 111111p * 1 IOC&F • U (EACH SIDE OF ,' TP C vI UJ i DOIBE TOP PLATE •••ee•• SDEOF PARTTWALL �• WFWBD2FORSPLICE a , Q ATTACILBNTNFO g�A 1� ATTACH FAdISIiDro ppp DOWBLETOPPLATEUSM 1) SIMPSON SDWMMW (0.182x h SCREW MACH SIDE OF PARTYWALL) FILERATED WV.LSYBTBM PER W73PWL. UR361PIAU. U34?PW{,ORV3111PW6 Aw w"M SMD3016 O.C. W MWEIGHT WNW. GL.00KINOIACHSDEOF PARTY WALL (lW3BP9O WWCIaa60 SCREW EACH SLEW ro BOTTOM PLATE PER 11M W- (F+AC+BWEPARTYWALL), OF / STAR FIOORSHEATING EACH / WHALIARITYMALL ATTACH NG SCHEDULE FLaOR BEARING HGT. --i'16HtTO PLNNe� DOUNETOPPIATEEACH BIDE OF PARTY WILL. SEE W I WI=FOR SPLICE & ATDIC MEMrNPD ATTACH EACH 87WTO DOUBLE TOP PLATE USING (1) SBPWN $DMISM PLUG r x 69 SCREW g" SIDE OF PARTY WAL) FIRERATEDWALLSYSTBM PER UM731PAH, UOSOM UWNN .ORV3WPW8 MN.2MSW420"CAW O.Q W MWHEKIHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM RATE USING (1)SIM 9011 SDWC15460 (0.162 x 4-Ur)SCREW (EACH WE OF PARTY WALL) SEE FOUNDATION RAN FOR CONCRETESLABAD POU DKFION INFORMATION • e 4 L $ _ N 1 j• ;-,� Z C C v • z_p O; N F C W5jO P m - O<z (- IL r. xr 2xz - K W O J d) • /L UP W W TH OCCHECK cc Ax1 M. STAR -ISM 3O11E: AS Np(-dTED DATE: 03r22M SD7 14,.1a I IJ2%'` COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, Written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PRE ENGIEEED F/ELETAtD ANTROOF T PM SHEKT1I SATFACHSDPER PLAN NALM OCHE LLLM ARpMECRIRAI PLANS FOR REQUIRE) LOCATIONS F 2c FMCNPOtPLAIL M ELEVATIONS FOR NOTE - IWOMN71ON %%sti l l 11 0®®® 21 FRAME MaE - 7-MtOt FBERATHDOOFHTPEROAFLENO. AMIN. ••• L� aB'EACH SIDE OF2HOURFINE RATRDA88EJMr. U CV) • SMTYPEX WPS M VIAIL I DMRDAPPI.EDA N TRU8MWO.C.Wrm1-IWTYMWORa W $ p FACE LAVER &r TYPE XOYPSUMW APPLEDATRGHTANKWTOTiMMBEB • V n DNvwALLacv EB1a TrcimATJOBRSAND • ' T-YrTYPE00RYVNLLacRe*airoAmASEDr OFEWJMMJOWBOFFSETWFitONBY U, TRUSSES SUPPORTING UlF WOOD STRCTML 2. MZ ROOF OOV9WM.PIEPM CJiLLKEDM.,-2 PROVOEANARTIGHTSEAI i• 40 • • S TYPICAL FIRE RATED SOFIiI&- _-% • • •_ �. I' LL (fK��'v�h CL PARTY WALL r CCLWMH.aRRUNNER o Q 0 INSTALLED PER c 1 MANUFAGTIRERS C w BPECFICATIONB 02 W W F O i U O ~ 2aBEMiMOWALLPERPLMLSEE p EXTEIORFRAME WALL (L MIERIORFUMPERBULDM eC�LLE i V SPECIFICATIONS rcWp SU PRE RATE) WALL SYSTEM PER DESIGN FIMI INSTALLED TWIT y TO ROOF SHEATHING. W ro 1 O U ZO A 2 TWO HOUR FIRE WALL @ FRAME INTERSECTION ° w �1•d s o cn s € J o QL 2 r o LU � C 6 zZQ ii U J a R id r°CHANN&ORRLBBER MNR .3WASPACEMANUFACTURERS FIRE RATED ROOF . . - SHEATHINGPIRPLAN Q SPECFIGOONSYEXTENDOVPlIUMBOARDS I_ LL y w W Q� W Lim BREAKAIVAYCLIPORTRUSS OVERHANG EACH ALISMIMANGLEam � : N SWRALLIDPER MMAtSIF WCTUNERSEPERFMRAT®WALLUSTIMPIMH. LMBIT /J.srSTE INTOSOFFiTAREA g m Co UWffMORVJ14NW6 _ Uslin B. SECTION A A 36 .2 ow � QED z' n� .1 c• t»�o 8 I 0 .:1::1.'I: m.< ATTACF®EAPTEHItpNNLNG :r.ig SCHEDULE A .:1: :: OW=' zM = - PAswPERPLAN Q3 10 :1: M�J� W :r.1r.l: 220 Fd� • °Qa COCO- A OYPSIMBOAROSPEtFRERATHDWALL p - sTRucnwaeo: TH ATTACHCNMBBFLANGE SYSTEM U373iPW1. U33&1%%J, U347AWA OR a TOBOHTOMOFFASCIAMY V344PM MUST EXTEND INTO SOFFIT AREA, o a DRAFTYxA,. (S) 7-1N'TYPE W SCIEWS O1 % WEXI9RORWALL6 FRAME w i WSYALLC CHANNELORRUNNER FROM BOTTOM OF PROVIDE SOLD BLOCKING 4TRUCT OP FASCNTOTOP OF EXTERIOR WALL TOSUPPORT THE ASREOLI TOILWTALLCcc EVERSION OF THE GYPSUM BOARDS. FASTEIr C CHANNEL TRACK "W STAR45 M• _ CHANNEL ORRUNNER WlMM 1-LIMWSpEYFTO FBMEORVWx2.1MTAPCONSTGM490MWAW EXTERIOR WALL PER PLAN `• SPED PEt tL UX?3~. tMIBPWJ. UStRPVt WALE: AS INDICATED OR VJNIPWS Z DATE: 0S22M NOT USED O TWO HOUR SEPARATION a EAVES •Yo +rr-�a aHr-ra D ° 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 e.Vressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SNGI-ESDWC ROOFTO WALLOR BEAM OffTALLTION SNM SDWC ROOF TO WALLOR BEAM WTALIATION N.T.S. DOUBLE SDVNC INSTALL: CONFIGLRiATM A l DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. sowctssaon .IpWdouhM bolb,n pbb owr wood fo« Bolbm pbb (Yuri. t—.f*A) SDWC158D.tdo,d* t.p Pbb (Md. Tao Of AW) .. _ _ ... ' .. NOT USED N.T.S. Ra1br to Top Pbb.Mown Trues b Top Pbb dear OpMY221(' OpimY 22U(' r 71 I REM 1P P 1P 0' SDVYC75B00 BDYVCI7BSO Nine Lffipdalidw WOUL WbfAlYr1AY.12M2pihfN mulMTdM4fr'wt 2.R.UbgdM114brbafllelfltflldfaa SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE 1a 1 NMSDWC ROOF MWLLLOR8EAMNSTNlATIONRAW N.T.S. EE'S R A NMI Bed,--Lwbl.d t i. DOUBLE SDWC WALL: CONFIGURATM B DOUBLE SDWC INSTALL: CONFIGURATION B N.T.S. SPACM NFOI MATION N.T.S. OPT. SDWC INSTALLATION - TRUSSlRAFTER OFFSET FROM STUD 1 OPT. sows NBiA W 1TgNdR1RAFIHt OFFSET RIOM SRID N.T.S. Mi:PF�31i:T�a1� MIN. 9(2) SDWC 15B00 OVERHANG IrC-1' 7rY-1' WT. WKWTAIlIWW7RUSNR*-MOFMR MSTUD N.T.S. (MIiF.wdit* GULF RAFTER TO TOP PLATE SHOWN END (TRUSS TO TOP PLATE SIMILAR) TRUSS SCREW TO SE NSTM.LED INTO THE CENTER OF THE GABLE END BOTTOM CHORD �,pY 1/C MIN DO NOT ®INSTAL SDM IN HATCHED AREA SOVIC15500 12-MN W tap'MAX OVERHANG SLOPEDROOF RAFTERS MAAN� OPED UP TOAND -- �INCLUDING A 1212 PITCH D MUST BE'&RDSMOUTW CUT. 2a \ OPT. SDWC INSTALLATION RANGE Nvw r=1'-0 CONFIGURATION B (TRUSS OFFSET MATH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH EM INSTALLED VERTICALLY 25' INTO THE CENTER OF THE TRUSSIRAFTER FROM THE UNDERSIDE OF TOP PLATE, 10 TO 1' FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3MS1/r 3Mt1/1' WIN Mdww,Lfpnbpoo "kafrfaysiws Spl—lrWr pYl. bnPP �dYLwnforid ,wfr fM.m ERI.DIrIwoMld�bOi.tRr7awwlDr SDWC SCREW TO STUD - NARROW FACE 3'.1.4 R.fW.Tows IS- mbb un dbbno brN v.Iw.(wb,«-' SpMo. m•raM,.Pv.r«bwrpbb .Mfaot. Pbb Nlfos) .Y,.fmn1.PP".0.t«flva— SDWC WL EDGE DISTANCE FOR T'OPPLATESPLICE SDWC MN. EDGE DETANCE FOR TOP PLATE SUM N.T.S. Opwiwl2Zr 1P O 30' I 7w BOf1TlM tSbibaa11.B4PMb. Pmfbmam Nob:B dbdafibppblwrwiwaSldbid.Alwbbamlep.b.oafr wwdlswfb0r. SDWC STUD TO-TOPIBOTTOM PLATES CONNECTION SDWC BTUDMT0PfiKyr M PLATES CONNECTIOII N.T.S. INSTALLATION CI�� NE sbNaw•y 0 �j 7B N t a� MO • "�'3 � •• N MBY.I10AMSDFFLbwpe. +�/ _ A �/y�W � Tie • • a $i arsY-WIIMm�uYObIMMaOYIR'1SaL� o1Dswlbwwiw.Pal1/fwbaln�y.d 'd�bf Inlal/rf 1P 10'tY..d.Y /yOnsM.wlrlrfen pfd.bNbyf.IwI1.Y.d ,s �� � Nga-OIIr.M80Y/CuMMMddMtl.blb bb1.M�., -�;, wb. g dwbbYp plNaW�rM).YMeIi.flrbdMS0 llwllb. +y$� LL�AiION' SDVYIC NSAwVr +G� Z /�T�pry " TO�f'f�f�L"y •� • fff SDWC.ISTALLATION •• _ a LL SDOOGO&aM1bWRrbn (Mbfadfb4 I.AcMpbbb I bbl.sbbnnotslannbrobec SDWC STUD-TCk%L PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION NOTES 1. STROIN6OnNE XfRUCIURAL WOOD SCReAB FOR TR SSPAFTEK Sn6TOPLAM AND FLODFTOfiOOR CONNECTIONS ARE MI NFACM® AM 7RI10BMN® BY 41IPSON s RoNso-TE COMPANY, SlQ- NON- OFFICE NN Of LAa POSRAS N.VD., PLEI IMINIRK GAINING TEL: 0110) 2N4BM, FAX PM W40111. *SW" STRONG -TIE COMPANY. NC.' M M LBO MN REGISTERED COMPAW. 2. UBEOFTNSPRDMCtMSU 6LTTDTMAPPWMLCFTIELOCALNIIDMOEPARIIBR. & TIE PRODUCTS ARE PART OF THE OV9tNL WSO UPLIFT MOM WEETMi SY M OF THE STRUCTURE D51NiN OF THE BUBDNM MAN I NO FORME TEaWM SYSTEM, INCLUDING THE LOAD MTN 70 TRANSFER UPLIFT FORD FROM THE SRUCRMTOTHEWWUIO, M7M PBW ONMMUTYOFIM WEWWL 4, L9NM CFRBODIDMPEPW MMMD7FYDErNIFORSPBCFICCONDffK 6. S. LECONTRACTORS"MLVPAFYA LOM®NMMACOIORgNS, ETC. PRIDLTO INSTALLATION OFANYSrIMSOMMSC EWS FOR THE WAD UPLIFT ONOR O SYSrBL F ANY DECRERM CES ARE FOUIO, THEY OPAL SE SROUGHr TO THE ATTENTION OF THE SPEL>Ftat POR CWIFICAT10N PRIOR 70 CONSTRUCTION. ONLY COMMON IEEL TMI W A MN S-!Q OWER WO CAN USE 1H�ESCIEYMILRAISED HBlNNALaGAWKA ETC.MUNITIONS OOMMDL MEMTRUMCONMBMORSPER CONEOTBLSOitC1aE L PWAIA710NOFPRODUCrOVA LMD MNODFFOISAM MT07H OED RVM MIMPMOPOWAMOFMOOFmPRWL1LT8 ORM.IMMSWALATIOPIPRDCWUI AEIMM EI49010BBUIYOFTHEPRARIMMUEHMLCONIRALTOLCONDLTEM F BMTNSAIM I67RUC'IIONS ARE NOT FOLLOW®. 7. SWOON STROMS-IECOMFMNY. NC. RESERVES THE MMR70dWMEBPEGFICAYKM DESIGNS. AND Moms W IN=NOTICE ORLVSLOYPCRUMCHRO f. L NLIWOPMRECN1IDQUr.M8aP80NS1itl1167E a OOIMLE70PPLATOOKI LMFMIBEDPBtDETAlYF07/SD2 10LOWBRAMM MAY UBE SIMPSON WVIM M0 SCION ONLY F'OLLO10011q CONFIGURATION (A) OR (0) THIS SHEET N LIEU OF SWOON H ICAOROWSON HL5 FOR COMMON ORA MTRLMMMMEM UPLIFT DOES NOTEXIMED(11N DH FOR MWOR(1045 64PORSPFAF. N.T.S. 91 amum OP au - cc JL,f Ila STAR-Yib li4NDCMlD N.T.S. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SDWC NOTES 1.a 1.b 1.c SDWC/F STRUCTURAL ASSEMBLY N.T.S. TIN IP r 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 N necessary. Continue driving SDWF until the head is a minimum oft" above the upper -wag bottom plate. N.T.S. 1. STRONG -DRIVE STRUCTURAL WOOD SCREM FOR TRUSS RAFTER. STUD -TO -PLATE AND FLOOR-T6FLOOR COPNECTIDNS ARE MANUFACTURED AND T'RAD94ARNI=D BY'SNYPSON STRONG -TIE COMPANY, NC.' HOME OFFICE: NB88 W. LAAS POSITAS BLVD, PLEASANTON. CA 94588 TEL (!00) 99g8o99, FAX (V25)847-1567.18E PSONSTRONWTECOMPANY.OWI5ANI309801 REGISTERED COMPANY. 2. USE OFTH3PRODUCT ISSUBJECTTOTHE APPROVAL OFTHELOCALBUILDING D . mobs CODES: WAT-IOCeSEGRIM 3. THESE PRODUCTS ARE PART' OF THE OVERALL WIND UPLIFT FORCE REffi !11413 SYSTEM OF THE Q+soW" PN1rd" TUIN:ICC ESESR= DESIGN OF THE MA.DN4C�'S MAIM WIND FORCE RESTING SYSTEM. INCLAAMIi�{{ 1 a e.lrewbawso rw4 PATH TO TRANS UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE •'0se,s..d+r'0108' OF THE SPECIFIER. i1 4. ENGINEER OF RECORD IS PE RMRT® TO MODIFY DETAILS FOR SPECIFIC OONORIONS. �� •. �� 5. THE CONTRACTOR SHALLVERIFY ALL DONS. CONDITIONS, ETC. PRIOR TO 143i STRONG-IMM SCREM FOR THE WIND UPLIFT RESISTING SYSTEM. F ANY FOUND, THEYSHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFI�1 CONSTRICTION. LL INSTALLATION OF PRODUCT SHALL BE DONE N CONFORMANCE TO PERFORMANCE OF MOORED PRODUCTS OR ALTERED INSTALLATION PROCEDURES �OIEI MM OF THE SPECIFER. > R.: A M 7. SIMPSON STRONG-TIECOMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECFIOA(T1 ObdilrVor AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGE&—SDWF iBtuJdd model nurlsrpsr a. ALL HARDWARE CALLED OUT IS SI PSON STRONG -TIE -VW- LaaereelloppYbeplasdown End YAW" Nola:Studs,floorjoiskblocligand slud4 IleAaoornedionsnotshownf rclaiily. TYPICAL SDWF-TUW INSTALLATION N.T.S. NOW Sl d bpleb aametAorrs am trlia4alm Ieglied b aanlplele the load pelt aid are notshown fordertiy. Studs, Post and bk per Designer Dorltb Wff shown (Slrgle SDVVF-TLW eirAW) 2. Skb the TUW (provided) over the SDWF screw hoed and cent- using bcabr tab as a ref nonce.OtierttbcebrtobsothatNpoints toward the outside of the well. N.T.S. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2)2" Simpson Strong -Toe Strong -Drive SO screws (provided). OFFSETFROM VER CIL21Nx ( $ PLATE SHOVN4 title; Model No Allowable Joist Depth Below (in.) Single Sort. Plate Double Bott. Plate Min. Max Min. Max. SDWF2716-TUW 8-12 10-12 6-7/8 9 SDVVF2720-TUW 12-12 14-12 10.78 13 SDWF2724-TUW 16-12 18-12 14-7ta 17 SDWF2726-TUW 18-12 20.1/2 16-7/8 19 1. JoM dwb bled bond an the r'4 u l li oraW 3 ofiloead pertobation info double lop plebs. 2. See L-F4DWFALTHNT 1od9rl'or 11 Y',11 %7 , and 16' Joist depls SDWF ANGLE HINT INSTALLATION & ALLOWABLE AT. OTFM N.T.S. NOW Skd4DOM connections we re III - cornplele the load pelt e arenotshownforcloW Doubt SDWF shim (SngleSDWF-TLANal SDWFTi1W CONCENTRATED LOAD RESTRAINT AT CORNER 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrivel N.T.S. BMW DEPTH GUIDE O Ott WALL 5. Check to ensure the proper engagement of the TUW tabs to the SDWF screw shank using the screw depth guide (provided). The measured gap shall be no greater than Va" and no less to 5". I e e sowF-Tuw 3 U.S. PATENT 8,276,323 0 The Stong-Drive SDWF is soil as a kit that o includes: i (25) SDWF wood screws w (25) TUW take-up washers (lsfntaluralooranecEor SD a 3@' hex driver bit Screw depth gum to ensure proper SDIAIF engagement wIth TUW w 0 w r oe'®/ LL Tp % N • r ILL O �'e.�., . • yI.F � o O ; Z W .3 O m ai UJ F ILp 9WO 14 J F d 1.6 r- mac«: _cc _. xISNo. STAR -ISM r arue: AS SIDICATEo SDWF COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L-C. Any use, duplication, or transfer of these documents without the w9ressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. '. 21 WALL FRAMING PER PLAN OR SOW I PANEL SPLICE W MAX 1S' OAP COLUMN AT PANEL SPLICE LOCATIONS BETWEEN PANELS /— COLUMN PLIES NAILED / PER WFOSSD2 NAILING PER WALL SHEATHING WFT01804 AND NAILING PER PLAN IPO VERTICAL PANEL SPLICE DETAIL ALONG WAL N.T.S. 0. :7 w�4 WALL SHEATHING PER IAFINSDI (2) ROVIS 0.1Srx 7 NAILS A r O.C. PANEL TO PANEL (I)ROM0.14rxr - NNLS 9 r O.C. EACH FACE OF CORNER AS (2) ROWS 0.14rx r DRAWN. ALTERNATE NAILS O r 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 SMALL RUN CONT. WALL SHEATHING WILL SHEATHING PER WALL FROM EACH WALL RUN CONT. WF1GS04 SMAFROM FACE TO CORNER. EACH WWL FACE TO CORNER.(2) ROWS 0.117x r MAIL L7OAP BETWEEN sHE11THING MAX Ur GAP NAILS O r O.C. EACH BETWEEN SHEATHING FACE OF CORNER AS DRAN". ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL NOT USED 1IP_0 VERTICAL PANEL SPLICE DETAIL VERTIC, N.T.S. �. S W INSTALLS[ PER WRIA o§ INSTALL FIELD v INSTALLED TOP PLATE PER WIWSO2 1.5 (2)0.IM' x r ®7 O.C. IS' PAST SPLICE 8, EACH WAY A MAX A WALL SHEATHING SHALL RUN CONT. FROM EACH WALL FACE TO CORNER. B B ��.TAILFI. MAX. I r GAP INSTALLED TOP PLATE BETWEEN SHEATHING PERWF ISD2 TOP PLATE DETAIL AT CORNER N.T S. NOT USED SECTION A A INSTALL FIELD INSTALLED TOP PLATE PER WIWISO2 (2)0.147 x 7 NAILS (2)0.147 x 7 NAILS - FROM PLATE TO EACH FROM PLATE TO EACH STUD @ CORNER STUD O CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING ' I ' I NOTE: SHEATHING NOT SHOWN ''--I'yJ`--I` NOTSHOWN SECTION B-B WALL SHEATHING PER WFIOM04 (2) ROWS QI47x 7 TOP PLATE NAILING 0 C TOP t SPLICE C PANEL SPLICE W NAILS 07 D.C. SPLICE LOCATIONS MAXIA'GAP PANELTO PANEL PERWFW/SD2 I- MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE _ 12� PANELSP EITHER WALL SHEATHING PER WFIOSDS (1) ROWS Q1r8'x 7 NAILS A 70.C. EACH FACE OF CORNER AS DRAWN. ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL DETAIL (OPT.) N.T.S. HEADER SUBSTITUTION SCHEDULE HEADER SPECD ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H2x8 (2)2.002SW 114.6 3.6S187 AFP I BE SNORT SPAN HEADER H2S (2)21812 SYP HgS 3.5YSB AFP I.BE SHORT SPAN HEADER H2x10 (2)2xI0S2SYP HIx10 3,Ta.SAFP ISESHORT SPAN HEADER HZ112 (2)2x1282 SYP H.10 3.5St,- AFP 1.8E SHORT I SPAN HEADER 1. WHERE SYP 82 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1 AE SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWNO NNW M SPECIFICATIONS: E =1000000 poi. FB =1500 pa, FV =175 pW, FC-PERP= 850 Pr 3. AFP IA SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. S. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES 8 CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. TOP PLATE SPLICE / ATTACHMENT DETAIL SHOP -ASSEMBLED PANEL NMS: PANELS ARE "PRE -ASSEMBLED' IN THE SHOP FROM INFORMATION SPECIFIED ON PLANS SEALED BY THE ENGINEER OF RECORD, AND ARE NOT INTENDED TO BE AN ENGINEERED PRODUCT. MATERIALS SIZES AND GRADES, DIMENSIONS, CONNECTIONS, FASTENINGS, ETC. ARE ALL AS SPECIFIED BY ENGINEER OF RECORD FOR THE STRUCTURE. THE ONLY DEVIATIONS FROM PLANS SEALED BY THE ENGINEER OF RECORD ARE SHOWN ON DETAIL SHEET WPt. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. 21 WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WPM THIS SHEET) NAIL FIELD "STALLED TOP PLATE TO PRE ASSEMBLEDWALL PANEL W (2)0.17 NAILS 0 r O.C. (FOLLOW NARWO REQUIREMENTS THIS - DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) t1110 • • J 0 . O • I p ••••. "IlillI, 911 Gf gi121 . •id 7 LL <LL w Q a. Qw a Q C. z� 0 J WO h E 5 utvi - O<z FUj Q3 =Zo - 2 z � W co J 41 • H w Gca - CC JE•Nw STAR - SOILS; AS INDICATED ATE: "22as WP1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. U373 BXUV.U373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer • Authorities Having Jurisdiction should be eorsuted in all cause as to the padkstar requimmerds covering the nelaikfion of the UL Certified products, equipment, systerry devices and materials. • Authorities having Jurisdiction should be consulted boom construction. + Fire resistance assemblies and products are developed by the design subm6ter and have been Investigated by UL for compliance with applicable requirements. The published fluorination cannot always address every construction nuance encountered nthe Said. • When field Issues arise, it is recommended the first contact for assistance be the tedwscal service staff provided by the product manufacturer noted for the design. Usem of fire resistance assemblies are advised to corsutt tie general Guide Information for each Product category and each group of assemblies: The Guide Information includes specgcs concerting alternate materials and ater ate methods of construction. • Only products which bear UL's Mark are considered Cerified. 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 WWI, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (protected Wail, See tams 4, 4A and 48) Nonbearing Wall Rating 2 Hr (protected Wall, Sae gem 4B) Finish Rating -120 Min. (See Rem 4) Indicates such products shall bear the UL or ct/L Certification Mark or jurkdictioit employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A T1` r�+t+�xs�s'ri% Wit* f�tri:�. SECTION" CONFKIURATION A E)OSED TO FIRE FROM AREA SEPARATION WALL 810E ONLY AREA SEPARATION WALL: - (NoMeang, Mas Haight -44 it) I. Floor, Intermediate or Tap Wolf-2-3116 In. wide chase! shaped with 1 in. long Was formed hem No. 25 MSG gat steel, secured with suitable fasteners spaced 24 in. OC. 2. SUM Studs - Steel members famed from No. 25 MSG gaN slat having W'- shaped flanges spaced 24 in. OC overd depth 2-1/8 in. and range width 1-12 in. 3. Gypsum Board' -Two Myers of 1 in. Mick gypsumwaboad finer Pasta. supplied in non 24 in. widths. Vertical edges of panels friction filted.4hte -W-shaped Aida GEORGIA-PACWK GYPSUM LUC -Types TRSL, DGUSL PROTECTED WALL:. (Beans or Nanbeang Vial. act indo t d! n items 4, 4A and 48. When Seeing, Load Rwhided for Camden Applcetaa -See Guide BXUVT) 4. Woods $&Ws - For 2 Hr. Bearing or Nonbeang Wall Rating - Nom 2 by 4 in., max spacing 24 In. CC. Studs cross braced at mid height where necessary forc/p attachment Min. 3/4 in. soperatian between wood framing and ova separation wall. Finish rating evaluated for wood Axis only. 4A Sled Suds -(As an alternate to Remo. not shown) -Fa 2 W. Bearing Was Raring -Corrosion protected steel suds, min. No. 20 MSG (0.03291.., min bare metal gdclmesa) stet «inn 3-12 in. wide, min No. 20 GSG(0.035 h Mick) gat steel or No. 20 MSGt0:033 in. Mick) Primed dad, cold formed, shag be designed In accordance with Me current edeon ofthe Spxificaton for the Deep ofCokWor ed Steel Structural Members by She American Iron and Steel institute. AN design details emu mug the struchualinMPby alwW assan", hWdng Me add design load of f Aids, shot be specified by the steel dud designer aelorproducer, and shall meetlle requirements of ot applicable kcal code agendes. The nsx stud sparing of wait assemblies shall net exceed 24 in. OC. Shark Waded to floor and wBng backs with 12 in. long type S12 OW wows on both sides of studs or by welded or bored comeceals designed In ax:adrnce with the AISI speollicallmot. Top and botomtracks shell caukt ofsted members, min No. 20 MSG (0.0328 In. mire bee metal tidiness) steel or No. 20 GSG (0.038 in. Ihidk) galr steal or No. 20 MSG (0.033 in. Mick) pared stee4 that provide a sound ssucdsai connection between steel studs, and to adjacent assembles such a a floor, calling, ardor other walls. Attached to flow and ce&Ig aaembbes with Wed fasteners spaced not greater Man 24 in. OC studs a xis -braced with stud fiamirg W nidheigMwhere necessary for clip attachment bin 3/4 in. Aepararon between steel framing and area separation wag. Finish rating has not boon evaluated for a" Audit. 48. Shad aside, -(As as alternate to Items 4 and 4A, for use in Configuration 8 only, net shown)- Fix 2 Fir. Nonbeasg Wall Raring - Channel shaped, fabricated Rom min 25 MSG cortoskrl-pmkchd steel, min 312 in. wide, min 1414 in. flanges and 1N In. return, spaced a max of 24 in. OC. Studs to bead 3A to 3N in. less than assembly height Top and bottom sacks ahatbe channel shaped. fabricated from non 25 MSG carodon-pmtacted steel, min with to ac ommodato stud size, with min 1 in. long fags, attached to floor and calling with fadasrs 24 in. OC nos. Studs cross-0reced with stud framing at nidhdaht where necessary for clip Attachment Mn 314 in. separation between •eel among and area separation wall. Finish rating has not be evaluated for a" studs 5. Gypsum Bond -Classified or Unclassified -Mn 12 in. thick, 4 ft wide, applied sister hor¢adally or vertiuN/. Wallboard attached m wood stud; (Item 4) with 1-1/4 in. long steel drywall nMs spaced 12 in. OC. Wallboard attached to Wed studs (Ike 4A or 48)with 1 in. long Type S steal stews spaced 12 in. OC. Vertical joints loaded over suds. (Optional, Johds oommd with paper tape and joint compound. Neel or screw heck covered with joint compound. 5A. Plywood Stwwd g or Gas -(Not shown) -As an alternate to tam 5, Nominal 12 in. trick or greater plywood «O88 applied horaoMWy, or vertically to wood or Weal studs. Vertical joil s located ever studs. Hariz«tal Joint shot be butted ti(pa to tam a dosed join Fastened to Auds with nab a screws of sdfident length, spaced 12 in. OC. Joints and fastener heads aA net required to be treated. Aluminum dips shot be spaced as described in it.. e. t. Attachment Clips -Aluminum ange, 0.062 in. Mick. milk 2 n. wide with min 2 in. and 2-lr2 in. logo. Clips sensed with minimum one Type S screw, 3/8 in. long to 1W studs and with minimum are Type W screw 1-1/4 in. long to wood framing or steelrarimg through holes provided in rip. Cips spaced a max of 10 ft OC vertioaty between wood or steel honing and W duds for separation waft up to 23 ft high. For separation wells up to 44 ft high, dips spaced as described above for the upper 24 R and retraining wall am below required rips spaced a max 5 ft OC weft* between wood or Weal naming and W ftWo. 7. Barb and BUnkels• -(Optional, now shown) - Placed n stud cevges, any glass fiber or mineral wool iacabon, max 3.0 pal density, being the UL Cron Marling as to Surface Burning Characteristics andor Rre Resistance. See Balk and Blankets (BKNV or BZJZ) Categories for names of Classed cempamies. • Indicates such products shall boa the UL or cUL Certification Mark for jgrMdlabons employing the UL a cUL Certification (such as Canada), respectivdy. nw«e•rame der s«ep•ny her «an8 +a ass asbeam., rkur m eaaeaa.eh.k ncasr• so ihnaxe ta«bew rmrnfea•ed undr MA sawwarpsrra.. aweh«+«enaa b•rkasw ULeark roan se e«wldrNabe anent err severs ear wy F+a•wApsrr•e. AMpb•k/«tlw rwrkahm. aediW. hs. pram ee repamnaan d se. e.adr ;ara.bwd k err arise euanean arcary rqw a ea maarp mdsoa:,. m• aria bssrreu•rs AWmba; Cowrructlar: aelT+. •nrsaa.;da«eraluaon. ps«Ikr•m ee as.meda t.k •rsryand ins ar.ada•argmr.rr..aoaaM mrYpdWonder are Wr4r•Wmgsl z tla rrrerw'Ae«Ir•dh«a Yw Orwm Cralaakn• preceoryIa Prrr•aMe«A al•aIW+4aer •d•crabaw stub•WdnhWrl•tk•drBwi,awr•Frba4xmenrr•I must kdwae•mpydye Mew aa.arnaeabmrt'e SaelnllC Illlti ON THIS SHEET IS BY UL UNSIGNED IRD ERS �0` �a••• P.. - SDRAWNG ONLY. E STRUCTURAL ads '° g �2 UJ IQ LL O °•y _ O 0OV O �`ft�`S/iOt/too A C oat �J o� G�Z O n a o �rcW co =U. 3 j ttt D o o i w m id� rot G zYS m9 °pin W F ig �3= j U U J Q 0 I m o I= -j M as `3 <N F M CE wM W W � a � CONFKAIRA11M 8 END TO FIRE FROM EITHER SIDE COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, ULC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. lie 4 9 C W 4 O Z .. in in W5o 8 m �dz =�0 O z o as 1 NtA- tXIdEQ(: CC JOB N•. STAR-75BaB r SGLLE: AS INOICATEO am 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 eases as to the particular requsements ooveritp the Installation of the UL Certified products, equipment, system, devices and materials. Augnoritles having JurNdidIon should be consuped before wretluction. Fire resWlence assmblis and products are developed by the design sibmMerand have been investigated by UL for compliance with applicable requirements. The pulAahed information cannot ahways address every wratnwaar nuance encountered n the flwd When fleld Waves aria, R is recommended the Brat contact for assistance be the ledaMcal service stall provided by the product manufacturer noted for the design. Users of fire malwanoe aesenn, . are advised to consuk the general Guide Information for each product category and each grout of assembiles. The Guide Infomnatlen includes specifics concemng after ale idY BN rtate and anale methods of construction Only products which Dear UL's Mark are considered Cessd. 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 Berns 1, 2 and 3) Sewing Wall Rating 2 Hr (Protected Walt Sea Rem 4, 4A) Nonbearing Wall Rating 2 Hr (Protected Wall, Sea Rem 4S) Finish Rating -120 Min. Indicates such products shall bear the UL or WL Certirication Mark or jurisdictions employing the UL or cUL CeNfication (such as Canada), respectively. SECTION A -A SECTION S-S CONFIGURATION C E)IR09® TFIRE FROM EITHER SSE SEPARATION WALL: (Max Height - 66 R) 1. Floor, Intermediate ce Top Wall .2 In. vide channel shaped with 1 in. long tops formed from No. 25 MSG galv steel, secured with suitable fasteners spaced at 24 In. OC. 2. Metal Sails - Steel members formed from No. 25 MSG gah, steel havirp'1i" - shaped flanges spaced 24 in. OC: overall depth 2 in. and flange with 1-= In. 3. Gypsum Bond' - Two layers of 1 In. thick gypsum board finer panels, supplied in ram 24 in. widths. Vertical edges of panels friction Mted Into "W -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 SIX PROTECTED WALL: (Bearing or Nonbearing Wall). When Beating, Load Restricted for Canadian Applications - Sea Guide BXUV7. 4. Woods Studs - Nom 2 by 4 in. max spacing 24 in. OC. studs cross braced at mid4neight where necessary for cap atmdrmmn Min. 314 in. separation between wood framing and fire separation wall. 4A. Steal Seals - (As an alternate to Item 4, not shown) - For 2 Hr. Searing Wall Rating - Corrosion protected afoot au cis, min. No. 20 MSG (0.03291n., min bare metal thickness) steel or min 3-12 in. wide. min No. 20 GSG (0.036 in. thick) gaN d « sleNo. 20 MSG (0.0.In. thick) primed steel, cold formed, shall be designed in accordance with the wm rd edition dike Specification fort o Design of Cold -Forced Steel Structural Members by the American Iron and Steal Institute. All design details enhancing the structural integrity ofwall ease", including the axis] design load tithe studs, shall be specified by the a" sad designer andror producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing ofwall assemblies shall not exceed 24 in. OC. Studio attached to floor and ceiling tracks with V2 in. long type S-12 steel Some on both aids ofstuds a by welded or taped connections designed in accordance with the AISI specifications. Top and bottom bade shell consist dasset members, min No. 20 MSG (0.0326 in, min bare metal thicldes) steel «min No. 20 GSG (0.036 n. thick)gaN stew or No. 20 MSG (0.033 in. thick) prised steel. that. a word wuchnal eonnectiorh betwesrn sled euxW, and to aljecara assmlbaes such as a floor, telling. and/« other walla. Attached to floor and caging assemblies with Slew halms spaced rot Wester than 24 in. OC etude aoas4xaced with add framkg almid-Isigm wdnere neoasary for clip altadansnL Min 3M in. separation bwween stew framing and are separation wag. Finish rating has not been evakaW for tied suds. 4B. Slaw Sails - (As as altercate to gems 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. NonDsring Wag Rating - Channel shaped, fabricated from min 25 MSG corrosion-prdaded steel, min 312 in. wit, min 14/4 in. gangs and 1/4 in. rdum, spaced a max of 24 In. OC. Studs to be oil 3M to 314 in. last than assembly height Top and bottom wads shall be dannw shaped, fabricated from min 25 MSG comossm-protected steel. min wiMh to accommodate �d sae, with min n long legs, attached to goal and calling with fasteners 24 n. OC max. Suds ass -braced with sad kerning at mid4fthtwhere necessary for do attachment. Min 3M in. separation beh~ stew framing and area separation wag. Flash rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or UneWssMed - Min 12 in. thick, 4 R wide, applied either hortzootally a vertically. Gypsum board attached to studs with 1-1/4 In. long steel drinAW nails spaced 8In. OC. Vertical joints located over studs. (Opit") Joins 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. loge. Clips secured with Type S skews 3/8 in. long to "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided In dip, GA. Clip placement (Rem 6) for separation walls up to 24 B high. Space dips a max of 10 B CC verbally between wood framing and "Fr soda COgw70URAT10N A 6B. Clip placement (Rem 6) for separation wails up to 44 R high. Space caps as described in Rem BA for upper 24 R Remaining wall E7PCSEO TO FIRE FROM AREA SEPARATION WALL SIDE ONLY was below requires dips spaced a max 5 B OC vertically bdweenwood fins, 6 and-W outs. 6C. Clip placement (Rem 6) for separation walls rip to 66 B high. Space dips as described in than 6A for upper24 R Space dips as described in Rem 6B for nod 20 B. babwthe upper 24 t Remainhg wag area below regl•es dips space a mace of40 kL OC 1 z a Ventrally between wood framing and'H'auids yytt n - - - - 7. Non-Bwing Wall Partition Mlerasc,,, - (Optional) -Two nominal 2 by 4 in. stud or nominal2 by 6 in. Stud nailed together s with two 3 n. lag 10d nalle spaced a max 16 n. CC. vertically and fastened to one side dine minimum 2 by 4 n. shad with 3 n a long 10d nails spaced a max Im OC. vertically. Intersection bveen partition wood z1bads to be flush with the 2 by 4 ir, studs, The wall partition wood studs afire to be leaned with a second 2 byuey 4 in. wood stud fastened with 3 long 10d nails spaced a male __ ______ __ _ ____ ___ _ __ __ ___ 16 in OC. vertically. Maximum one non4mring wag partition Intersection per Must cavity. Nonbeasg wag partition sod depth - S shall be at a minimum equal depth of the vat __ ______ __ ______ ___ _ __ __ ___ S. Caulking and Sealants' -(Optional) -A bead afe aladappued amundthe partition perimeter, and alte interface beb~ wood or steel finning and gypsum board panes to create an ace barrier. W p KNAUF INSULATION LLC - Type ECOSM Plus - s.. i' ..... .. .. ......., .. .............. kdluMs such products ahsN bear the UL or WL Certllleation Mark for jurisdictions tmpfoyNg IM UL or WL Certification (such as Care"). rspecBsN• a e COgIFIGIIRATION8 l srssa arm cow~ has apwlel In el d40and—atwaaff-see rpra•wa16r h—baa•.lm W—as Mt EXPOSED TO FIRE FROM EITHER SIDE sm w *o+rw.n as.e sees" Mi ss writ es walasr mes c.sawaana srs MVFoaaapsrrowAheyn mkf>w hararr..wapnassen irw nrMlranYwllnhaieeaYutlsratuYry WJMbwrurarYgaNtlw:l.11wOil Hunntlu� AartlgfknrldMe,M•q spwss. nkea CrasowrPawlerrMpaststiwlr•eggaNFa ap annbYtlrprra.navltie wapiirwawlr.kr•a+lrtzwrrwa�rwsli•.awarw.arsasa. mwr.•nwawmes.n� ssaarr.s.ga.ebw v� nr4rYL In ni asnrL w nipMN wrMr sun Mir. a mrM W t mrce In w /atoll door 1'lNa LL LLC COPYRIGHT MCD 2015: The Information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents wigwut the expressed, written consent of MO oesaae ease, 1 •a z.. e • J • as N @ ass '/'' O� hesee 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. 4TA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is Strictly prohibited. 9 WN ON TH18 SHEET S SY UL (UNDERMMRS tIES). SIGNED AND C 7 2 al' O e• W OJ _m - III < Z =X0 - U_' F 2 J • �a 00 or TH cccEcx CC _ JoSr . STAR-1T40a Sme: AS INDICATED sure: 03 z2m ti" 04 $v friar Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer AWhorifes Having Jurisdiction should be consulted in all cases as to the particular requkertKrds covering the Installation of the UL Certified produce, equipment, system. devices and materials. Autimedtis having Jurisdiction should be consulted WIND wro6udbn, Flre resbbnca assemcies and prodacb era devabped by the design subm dWad have been investigated by UL for compliance with applicable requirements. The published inkrtrrdion cannot always address every construction nuance enocuntered in the Odd. "M field bend wise. wise, R is"Scorn mended time met Contact W aseld"em be the "Dol"cal Service staff provided by the product manu%durer noted for the design. Users of Ike resistance assenlins an, advised to consult the general Guns Inbmhation for each product category and each group of assemblies. The Guide Information btdudes spedfu concerning akernde mataiak ad alternate methods dcond"a n. Only products which bear UL's Mark ere axs,iderad Cerdfed. 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 - ans9W 263 certified for united states design aces and allowable variances See general information for fire resistance ratings - cardulnsl01 certified for caneda design aiteria and allowable varances Design No. U347 March 05. 2018 Nonbearing Wall Rating - 2 Hr (SEE ITEMS S. SA AND 5B) (SEPARATION WALL SEE ITEMS 1,2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall. See sane 5 and SA) Nonbeamg WWI Rating 2 Hr (Protected Was, See leis SA and 58) Finish Raft -120 Min. (See item 5) Indicates such products shall bear the UL or cUL Certification Mark Forjurisdidims employing the UL or cUL Cenlfirebm (arch as Canada), respectively. CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE 1 ;FP TKXIWAL, rreu OQPF)Qkg% 1MM D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non4i swing, mac haght-66 R -see fah 6) 1. SUM Track - Floor, sideweD or fop wall trade Nom 2 in. wile channel shaped with nom 1 in. long legs, formed wan No. 25 MSG gaiv steel, secured with suitable fsterhers spaced 24 In. OC. 2. Stesl Basis -"W shaped duds fanned from No. 25 MSG galv steel having an overall depth d apprmcimitely 2 in. ace flange wklh 1-318 in. 3. Gypsum Board• -Tlwo latent of 1 in. thick gypsum wallboard finer panels. Supplied in nose 24 in. widths. Vertical edges ofparmis hidiorh fit ta0o -W shaped ands. NATIONAL GYPSUM CO - Types FSW, FSW-8, FSW-7, FSW6 PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in lams 4, 4A and 48. When Beading, Load Red doted for Canadian Applications, - Sri Guide BXUV7.) 4. Air Space - Minimum 3". akspam. 5. Wood Snub - For Bearing or Nmbearing Wall Rating - Nom 2 by 4 in. max spacing 24 in. CC. Studs cross braced at mid4iegm where necessary for dip attachment. Min 3/4 in. separation between wood framing and Its separatlm wall. Finish rating evaluated for wood Studs only. 5A SUM Sods - (As an alternate to item 5, net shown) - For Bearing Wag Rating- Corrosion protected sled skx%, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide. min No. 20 GSG (0.036 In. tacq gaiv deal err Na 20 MSG (0.033 In. thick) primed deal, cold formed, and be designed in accordance with the current edition of the specification for the Design of Cold -Farmed Steel Structural Members by the Amenian Iron and Steil kwtihRe. M design details enhamdrg the Structural idegrily ofthe wall assembly, including the axial design bad of the ands. Mall be as specded by the steel dud designer and/or producer. and shall meet the requirements of all applicable beat code agent s. The max Mel spacing ofwall assemblies Mall net exceed 24 in. OC. SWdc alldmd to floor and ceiling badawth 12 in. king Type S72 dal screws on both aides of shift or by wekbd or bofed connections; designed in accordance with she AISI Specifications. Tap and bottom trade shall ansbd dsteel membera, min No. 20 MSG (0.0329 in., min bare metal thicidres) steel a min Na 20 GSG (0.036 h thick) gaiv steel or No. 20 MSG (0.033 In. thick) primed steel that provide a sound Sttucbdal connection between sled duds, and to adjacent assemblies such as a Door, calling. and/or other waft. Affected to Door and atilt seaernotbswth sled fasteners spaced not greater than 24 in. O.C. Stun ass -dated with stud framing at rrids,iphtwhom necessary for rip attachment Min 314 in. separation between Seel framing and arm separation well. Finish rating has not been evafiutad for Steel Studs 5B. Seed stets - (As an alternate to Items 5 and SA for use in cofigurabri B only. net Shown)- For Naibeabg Wall Rating - Chanel shaped, fabricated from min 25 MSG auroson-protected steel, min 3-12In. wide, min 1414 h flanges ad 114 In. rebm, spaced a max d24 in. OC. Studs to be M 318 to 314 in. its than assembly height Top and bdlon tads shal be chard shaped, tabfleand from min 25 MSG corrosion -protected steel. min width to accommodate Stud sae. with min 1 in. king tells, attached to floor and ceifirg with fasteners 24 in. OC max. Studs cross -braced with stud the ill at mMlsigM VAsm necessary for rip attachment. Min 3/4 in. separation between sled framing and area separation wait Finish s,tilg has net been evaluated film steel Studs. 6. Gypsum Board -Classified or Unclassified - Min 12 in. tick, 4 t wide, applied horaontaky or vemcaky. Waboad attached to wood Meta (item 5) with 1-1/4 in. long at" drywall screws spaced 12 in. OC. Wallboard atlads,d to Deal Mpds (Ran 5A or 58) with 1 in. long Type S died came; spaced 12 in. CC. Vertical joints boated over studs. Horizontal joints Mall be elated light to form a deed joirR As an option, joules covered with paper tape and joint compound. As an option, scree heads covered with joint compound. 6A Plywood Sheathing or OSB - (net shown) -As an aftemate to item 6, Min 12 in. flack plywood a OSB applied horizontally or vertically to wood or steel Studs. Vertical jolts loaned over sods. Horizmtd joble shah be bated tghtbkvm a closed joint Fastened to surds with nails or wrehvs of sufficient Wgti% spaced 12 in. OC. Jokes and %alerler heads are net required b be treated. Aluminum clips shall be spaced s described in sin 7. 6B. Bass and Blankets• - (net shown) -As an akemate to home 6 and SA. glass fiber or mineral wool ssuldkirL min. 3-12 in thick placed to completely fill the wood or steel dud cavities. When Bass and Blankets ae used in place dsems 6 and 6A, the max height is 54 R and the akxninum dips (item 7) shah be spaced a max of 5 R GC verbally. Min 34 In. Separation between i sulalbn and area separation wall. See Bats and Blankets (BKNV) category In the Bukdi g Midends Directory and Kalb and Backe% (BZJZ) category in the Fire Resistance Directory for name of CW~ Conpaies. 6C. Wag and Partition Facings and Accessories • - (net shown) -we an Wltemate to same 6. BA and 68. 4Itwide Panels, applied vertically. Panels attached to wood sheds (diem 4) with 15/8 in. long sled drywall screws spaced 16 in. OC. Vertical joints boated over cede. Joints covered with paper tape and jobs compound. As an option, Screw heads covered with joint compound. NATIONAL GYPSUM CO -Type SoudBrdk Gypsum Board. PASCO BUILDING PRODUCTS L L C. DBA PASCO GYPSUM -Types Quk{Rock OR-500, QuWRodkQRf610, QWetRodk QR625 6D. Gypsum Bone' - As an alternate to Ran 6 - Min SIS in. thick min. 6 in. wide batten ships, applied on both aides of Sled Studs (Rem 2) and horizontal back to bait Steel Track (Rem 1). Min. SM in. sack min. 3 in. wide batten Strips applied on both aides of single Steal Track (item 1) at perimeter of assembly. Batten amps secured to sods with 14/4 in. long Type S dad screws spaced 12 in. OC. Satan joins shah be butted fight to form a dosed joint. As an option, entse shed ofgypum board may be used in lid its bailers. CRP placement as In two 7. 7A 78, or7C. NATIONAL GYPSUM CO - Type FSW3, FSW, FSW6. 7. Aluminum Clips - Aluminum angle, 0.049 In. took 2 In. wide with 2 In. and 2-12 In. legs Clips seared with type S screws 3/6 in. long to W Studs and with 1-1/4 In. long screw; to wood framing or Sled framing through holes provided In dip 7A. Clip placement for separation wells up to 23 d high: Space dips a max of 10 R OC vertically between wood or dad framing and'W duds. 7B. CUP placement for separation wells up to 54 t high: Space dips as described In flan SA for upper 24 R Remaining wag area below requires dips spaced a max of 5 ff OC vertically between wood orded framing and "rr'studs. 7C. CUP placement for separation waft up to 66 R high: Space dips as described In ken BA for upper 24 It space dips as described in Rem 68 for midrib 30 R Remaining well are below requires dips Spaced a max of 39 in. OC vdticlly between wood or sled framing and W Studs. B. STC Ralkg -The STC Rating of the wd assembly 1961 when It IS constructed ae described by Mms 1 txoug h 6, except A Rem 5, above -Wood Studs - Shall be spaced 16 In. oc B. Item 6, above -Gypsum Board -Min. weight 1.5 pet Shah be applied vertically and attached to studs with 1-1/4 in. long died drywall screws spaced 16 In. OC. Joints and saewheads shall be covered with papa tape an floim compound. C. Item 7, above - Aluminum Clips -spaced a max of lot OC vertically. D. Bads and BtankeW -The c avNes formed by the wood duds shah be Motion lkw1h3-12 In. tlmdk fbeglao ImWatim bib, min. 0.80 pd. See Bib and Blanks%(SKNV) category In the Building Materials Dkxtay and Bib and Blankets (BZJZ) cedegory Infhe Fire Resistance Diredwy for Nana ofCWNMed Companies. E. Max Heightd Separation Waft is 23IL F. The STC rating SWISS to Configuration B only. G. Steel Studs (Reeros SA 5B), Plywood Sheathing or OSS (hem 5A and Rem 9) and Bads and Btankste (Rerrs, 68) net evaluated as akematives for obtaining STC rating. 6A. STC Rating - TheSTC Rating of the wall assembly is 69 when R Is constructed as described by lbws, 1 through 6, exceptA Item 5, above - Wood Side - Shah be spaced 16 in. OC. B. Item 6C, above -Wall and Partition Facings and Aooew~ -Type QudstRodk OR-510 pane%end be Ira%hed. C. Rom 7, above -Aluminum Clips- Spaced a max d10ROC vertically. D. Bate and Blankets' -Tile cavities formed by the wood skids shah be frldim M wkh 3-1/2 in. trickfbeig%d insulation bass, min. 1.0 pd. Sri Bale and Blankets (SKNV) category in the Bukk g MaM%b Directory and Bats and Blankets (BZJZ) category In the fire Resistance Directory for name d'C%sslbd Companies. E. Max Height of Separation Wall is 23It F. The STC rdkg applies to Configuration B only. G. Steel Studs (hems SA 5B), Plywood Sheathhg or OSS (Item SA and Item 10) and Bale and Blanket (kans6B) not evaluated as akemasves for obtaining STC rating. 8B. STC Rating - The STC rating of his wait assembly is 70 when R is conducted as described by hems 1 through 7, excep A Rohl 5, above - Wood Studs - Shaf be apsoed 16 in. OC. S. Rem SC, above - Wait and Partition Facings and Aooessaid• - Type QuidRock QR625 panels SW be Installed as described in ism SC. C. Rem 7, above -Aluminum Cspe -spaced a mat d 10 t CC verbally. D. Batts and Blankets' - The cavdtls formed by the wood studs Shag be friction fit with 3.12 in. tick fiberglass Insulation batls, min. 1.0 pd. See Bib and Blankets (BKNV) category in the Building Materials Directory and Sates and Blankets (SZJZ) category in is, Fire Resistance Directory for name ofClaeaIf Companies. E. Max Height d Separation Wallls 23 R. F. The STC rating applies to Configuration B only G. Sted Studs (Rams SA 5B), Plywood Sheathing or OSS (Item SA and item 10) and Bass and Blankets(Reds 6B) not evaluated as alternatives for obtaining STC rating. 9. Non -Bearing Was Partition InMaaetlm - (Oplonal) Was system ars,ietlng of nominal 2 by 4 in. shed or rmcrrirhai 2 by 6 In. Stud. Maximum one non -bearing was pwW- intersecfion per Mel cavity. 10. Plywood Sheathing or OSS - (Optional) - Min 12 in. thick plywood or OSS applied horizontally or vemcaily to "H• Studs on area separation wall aide of Configuration A or Configuration C. Vertical joints located over Studs. Fastened to "M duck; with screws of sumdent length, Spaced a n o mum of 12 in. OC. • Indicates such products shall bow Ills UL w cUL Certification Mark for jw%dktms amployig the UL or cUL Car6deatlorh (such as Canada), respectively. 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AS MOKATW talmme: 03W COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive properly of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LIC. 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 02022 UL LLC BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Haft Jurisdiction should be coreauRW In all cues w to the particular requirements covering the installation of the UL Certified products. equignm, system, devices and mom. Autlhoritiss having Jurisdiction Should be ==died befce construction. Fire rasleWhCO assembnes ant product are developed by the design wW%IW and have been Investigated by UL for compliance with applicable requirements. The pubisihed lofomubm cannot always address every construction nuance mcciuraered In to field. When fled issues arise, R is recommended! the Mot contact for assim nce be the technical service staff pra✓Med by the product manufadox noted for the design. Users of the resistance assembles are advised to consult the genets Guide Information for each product category and each group of assemblies. The Guide Informatim includes spedMa concerning Manville maWiais and alternate methods of construction. Only products which bear UL'• Mack are considsed CeNfied. 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 - ansirul 263 certified for united states design afters and allowable varwn See general Information W fire resonance ratings - caNuloe101 caddied ied for caeda design criteria and allowable "doses Design No. V344 February 04.2022 Nonbearing Wan Rating -2-12 Hr (Area Separation FirewalL See Mars 1, 2, and 3) Bearing or Nonbearing Well Rating 2.12 Hr (Protected V44 Sea dons 4 and 5) Finish Rating - (120 or 150 min, see ion 5. SA and 58) • Indicates such products shag beer the UL or cUL Certification Mark Forjudsdicl'ars employing the UL or cUL Certification (such as Canada). respectively. r oanaea r caiww WNS,e Exposed to Fire from Either Side Side A Side B i-12' Type G Drywall Laminating Screws r r#� 1-12" Type G Drywall Laminating Screws Exposed to Fire from Either Side Exposed to Fire from Either Side AREA SEPARATION FIREWALL -(Max Height -68IL) 1. Pwim*W and Intermediate Channel - 2 in. wide channel shaped with nom 1 in. long legs, formed from No. 25 MSG gait steel, segued with suitable fasteners spaced 24 an. OC. 2. Steal Sbds - Framing members formed from No. 25 gait steel having "H" shaped SangW spaced Off' O.C.; overall depth 2In. and Range width 1-36 in. 3. Gypsum Sowd• - Four pieces of 12 in. thick gypsum hoards, supplied in ram 48 in. widths, fun hangars. Vertical edges of panes Man Mad into "H" -shaped shots. AMERICAN GYPSUM CO -Type EKCEL PROTECTED WALL: (Bearing or Nonbearing Wad, as indicated in items 4 and S. When Bearing, Load Restrk[ed for Canadian Application - See Guide BXUV7.) 4. Wood Silks - Searing a Nonbearing Wall. Noon 2 by 4 in. max spacing 24 an. OC. Sdds o ierted with 2 in. face pwrabl a perpendicular to gypsum board (rem No. 3). Studs cross -braced where necessary, for did attadmm t. Min 3/4 in. separation betweeni wood hamkg and area separation Mewed. 4A. SWW Sleds - (As an alternate to tern 4. not shown)- For Bearing Wag -Corrosion protected steal studs, min No. 21) MSG (0.0329 In.. min bare metal thickness) steel or min 3-12 an. wide, min No. 20 GSG (0.036 in. thick) g* ssel IN No. 20 MSG (0.033 In. thick) primed steel cold tamed. shall be designed in accordance with the careen edition of the Spadkdon for a* Design of CoI&Fomhsd Steel Structural Members by the Ash Inn and Sod Institute. AN design detain mterccig the sauchual Icy of to wall assembly, Including tine add design bad of the Studs, slag be as specified by the dad slid designer andfa producer. and shall mod the requirements of all applicable local code agencies. The max and spacing dwall assemblies •hat not exce id 24 In. OC. Studs attached to floor and calling trackswith 12 wiin. bug Type S-12 steel screws es on bath skin ofshade a by welded or lolled connections designed In accordance with the ANSI specifications. Top and bottom trade Mall consst of asset members, man No. 20 MSG (0.0329 in.. min bans metal thiclohass) stew a min No. 20 GSG (0.036 In. thw galv dew a No. 20 MSG (0.033 in. auk) prime Stea4 tuat provide a Sound Stnaairal connection between stew skids, and to adjacent assembles own as a Now ceiling. ardor otter walls. Attached to flow and ceNng assemblies with steel fasteners spaced not greater than 24 in. O.C. aside crose4xvind with Stud. Min 3/4 in. separation between steel framing and area separation wall 48. Stew Sleds - (As an atemate to tams 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from min. 25 MSG comoabniaoteded steel, min. 3-12 in. wide, min 1-1/4 In. Ranges and 114 an. realm, spaced a music of24In. OC. Studs to bead 318 in. to 3M in. less than assembly height Top and bottom tracks shag be channel shaped, fabricated from min 25 MSG oonowor •protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and oekV with fasteners 24 In. OC. max. Studs cross4xaced with sad naming at mat -height where necessary for kip atsdhrtent Ms 34 in soh between at" framing and area separation wag. 4C. Framing Membess• -Stew Studs -(As an alternate to tern 4, 4A, and 4B) -For Nonbearing Wet Proprietarydarhnel shaped Studs, 3.518 In. wide spaded a mar of 24 in. OC. Studs supplied with proprietary top and bottom trade, min wkNe to accommodate stud Size, ansdmd to floor and railing with fasteners 24 in, OC max. Studs to be dirt 3141n. ass than the assembly hegM and installed with a 12 In. gap between the end of the stud and track at the bottom of the wad. Slide dxossbrwx•S d with ot framing at mid -height where necessary for dip attachment Min 3M in. Separation between steel framing and area separation wag. CALIFORNIA EXPANDED METAL PRODUCTS CO - Vipe25 1a CLARKDIETRICH BUILDING SYSTEMS - CD PmTRAK CRACO MFG INC - Smm Stu= " IMPERIAL MANUFACTURING GROUP - Vipe25 Te MARIONfWARE, DN OF WARE INDUSTRIES INC - Viper251M STUDCO DURDING SYSTEMS-CROCSTUD 5. Gypsum Board Classified or Unclassified - Ms VL in thick 4 It wide. applied airier farizasaty"vertically. Gypsum board attadhed fo w- ood sods with 1-1/4 an. bug steel drywall nags spaced 8 in. OC a 1 an. long Type W se 11 GooSssd stew screws spaced 12In. OC. Joino may or may not be covered with paper tape and joint compound When minimum bond weight is loss ten 1.3 b M2, Fmsh Raring s 12O min. Whea minimum board wetM's 1.3 knm2"greaW, Fksh Rangg k 150 man. 5A. Plywood sheathing or OSB - (Not Shown) - As an alternate to Rem 5, Min 12In. trick Plywood or OSS applied horizontally or vertically to wood or steel shuck. Vertical joss located over shrshor¢"Mal joss stWl be bused Wto tokm a cloeedPa t futemed to sl ds with naks"s"ews of sufficient Im;N% spaced 12 In. OC. Jokms and fastener heads are not required to be treated. Finish Rating IS 120 min. When used In addition to Rem 5 Fresh RaMg is 150 nhiates. 58. Bats ad Blankab• - As an aRema e to liens 5. Gfap floor or mInerel wool Insulation. shin. 3-la In, VkK placed to completey, Ilk In wood or Steel stud cavities. See Brits and B (BKNV) category in tie Budding Materials Directory and Bats and Bfardeme (R7,0) category m the Fire Resistance Directory for name of Classified Companies. Min 3/4 in aspersion between Insulation and area separation was. Finch Rang is 120 min. When used In addition to lam 5 Finish Raft Is 150 minutes. 5C. Loose Fit material • - (Optional) - To be used In addition to Item 5. 5A or 5B. any loose M material beokgthe UL ClassificationMeddng or Surface Burning Characteristics, placed to completely or parloly N the enclosed abd cavity In accordance whin the application inductions Supplied with the product Min 3/4 in. separation between k subbon and area separation wait SO. Fiber, Spryer - (Optional) -To be used In addition to Rems 5, 5A ro 5B. The spray applied cellulose fiber IS applied with water to completely, or partially IN the enclosed stud cavity in accordance with the application kstr cdokr supplied with the product with nominal dry density of27bit a. ARemste Application Method: the fiber I. applied without water or adhesive at a nominal dry density of 3.5 URt In accordance with the application instructions supplied with the product Man 314 an. separation bdwsan insulation and area separation. U S 43REENFIBER L L C - SANCTURAY, FRM, INS735, NS745 AND INS75OLD for use with wet or dry appliation. iNS515LD, INS541LD. INS51OLD, INS765LD AND INS773LD are to be used for dry application only. S. Aluminum Ctps - Aluminum angle, min. 0.063 in. Brick min 2 In. wide with min 2 in. and 2.114 In. legs a min. 0.050 In. thick, min. 2In. wide with min 2 in. and 2-12 in. kegs. Clips Secured with min. No. 8, 314In. keg paMiead sharp screws to W spots and wood training Ihragh holes provided in clip. pM Clip pacenent {Reah 8) for aepara5on Newalk 1p fo 23 R high. Stan at roof Nnne andspec• ctP•a nfaX M 10R OC vedlcally between wood a steel kami g ad 11'studs. ght CUP placement (Men S) for separation recoups hp to 44 R high. Fa the upper 24 R ofthe wait system, space r ,the dips 10 R OC. and than 5 R OC for the remainder ofthe moll below. ft Gip placement (Rem 6) for separation Wowats up to 86 R high: Fa the upper 24 R ofthewag system, speoe the dips 10 A OC. On the nod 20 A below space the cite• 5 it OC. and then 40 in. OC brlhe.a.mbdo oftewaL 7. Laminating Screen - Gypsum boards (Ban 3) arc Seaued to each other with 1-12 In. long Type G smkhatlng screws from both skMe of wag In between the H elWs. on both aides ofthe wag rows spaced 24 kL OC with a mm&n=d (OWm of 12 h Ran the top and bottom C-drsroes of to assembly. On ons side of the well each rota contain 2 sfaewa located 12In. from sash face of the Heads. On the odor side or the wall can row contain 2 screws located 16 in. from each hoe oftme Hakds. Rearm S. N=43eering Wall Partition hrlarctlon-tOplional)- For wood ffamhV - Two nominal by 4 in. cad or na &L 2 by 6 ot stud failed together with two Sin. long l0d fads spaced a max. 16 in. OC. vertically and bow ed to one Me ofthe manYmm 2 by 4 In. shads with 3 in." 10d fats spaced a maid 16 in. OC. vertically. Intersedioh between panglorh wood abide o be Mend with the 2 by 4In. studs. The wad partition wood adds are to be framed with a Second 2 by 4 in. wood said bssrmd with 3 In. long 10d nals spaced a mar. 16 In. OC. vertically. maximum on ran- beating well pension intersection pa •lid cavity. Norvbwkg well portion sled depth shall be at a mdnkrsm equal to tedepol oftre wat 9. CWkkV and SeaW W -(Optional - Intended for use as an ale bander- Not evaluated as fire bWft)-A bend oteeaknt applied wound the pariitlon perimeter in the 3/4 in. air space between wood frameg (Rem 4) and gypsum blood;Nme1s(Ism 3) o create an ale barrier. DUPONT DE NEMOURS, INC. - Great Stuff Gaps a Cracks, Great Stuff Pro Gaps & Cracks, Great Shall Pro Widow a Door ICP ADHESIVES S SEALANTS INC - HandWaam Fireblock, Handi-Foam Fireblock West, and Fast Foam Fireblock • Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UIL or cUL Certification (such ss Canada), respectively. Last Updated on 2022-02-04 Tlrapaaararaea,MeWONvirpoartMeat WIeWa•oa net b Wasi,i poa,aw,Me Faw kup,iivI facaM YeM Walk-ralp sawn. aaykhaee phawrla a.ksar LL cork eee,aa keanrereeb M caseasaae auaw urn LLY Iaasnga.wa..uury. bakraaw Hann aAle 0. penes aw hepnaarnbe ant arbael ambee b as orree cahsraSahh akaaOy VA4W b ew bNeift ruwm 1. 1he kr•r karrerWAeeseay CahWUNpw, eerar, sSr-, near krasn•ana pea) awl to p-,ow b ark awry see lea mrte,hMtlhq sass, sarrr cry seophWlae Oahe era .sn-b sir.geLimaswrsewera- Ni,parlehWe aae r"at- gb an aNsec roesass, YL'awlapper WeaaablM WaeW haOhmelb Ill. u.C' ap,va.akaes. cos. craa saaoe.a• _ prea� lean, LL �`t�ittt t t l `,,'�t • y T ` +\ Ne••e• • SHOWN THIS SHEET IS BY UL(UNDERWINI ERI IES). SIGNED AND D STRUCTURAL DRAWING ONLY. IL i dw• S � r • t k ahfa � i r. si �s. � Q ; *dyk . •an + 3 0 I', q••• ry Oa . W - El 2 Z 5a b z O d W � o U rn w 7 a o�W r1zQ 6 g _j Zs 0 i� d �z &8 mF W 5 rc CO)_CO) a �^ s� a i Q>Z oFIJL e> t- (> � is rg� W w W V) y kWh 0 is UW zz o�z IN i i9 lit O z O F G c o y50 _ IM m � X UA W =X0 - XLL n JMXLp - o p' Fd� • W z a d) w N s: 1H Wa:BTAR-15asBA8 LDAIM03MM NDICATFA03MM w PW5 �o N N 4111 4m cc COPYRIGHT MCD 2015: The information contained in INS 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. ft MIN.(3)21SYP82 — STUDS REQ'D 0 END OF LANDING W MW. (6) 0.1&7 x 3.1? NAILS FROM (2)2112 SYP82 HEADER TO BUILT4IP STUD COLUMN STANDARD (3)a112 SYP12 STRN)GERS W SMPSON A35IA34 CUP TO FLOOR SYSTEM & LANDING FRAMING m2x12SYP82BEAM c MR)SPAN BLOCKNG i PER SCHEDULE REQO TO MATCH JO48T \y 0END OFLANDWG DEPTHW(3)0.14rx3' . FOR STRINGERSTO TOES AILS EACH END ` CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMNS _ BELOW OR I ALTERNATE WINGER 0 RIGHT OF THIS IL SEE TABLE FOR MAX. DETAR. WIDTH OF LANDING A A PLAN VIEW 0 90 DEGREE TURN LANDING M11(3)21SYP82 STUDS SEESCH®ULE FOR MAXIMUM OFWO�I13 REG'D 0 END OF LANDING W MIN. (6) 0.T6r x 3T7r SEE PLAN FOR DEPTH NAILS FROM (2W112 SYPf2 OF LANDING HEADER TO BUILT UP STUD COLUMN OPTIONAL (2W12 SYM ATTACHMENT TO CMUILEDGER IN LIEU OF BUILT UP COLUMN WOOD, HU2IO MUC210-2 W(IS)GA67.340NAILA TO LEDGER)SUPPORT AND (10)0.14r x T NAILS TO (2)2n2 SYP82 HEADER MASONRY: HU2IO4ANC2t0-2 W (IS) 114Y3-I1C TAPOONS TO CMU AND (10)0.14r x T NAILS TO Rm112 SYP82 HEADER STANDARD (3) 2X12 SYP 82 STRINGERS W SMPSON A34IA35 CUP TO FLOOR STANDARD (S) 2X12 STRINGERS W SIAPSON A34 CUP TO FLOOR SYSTEM LIE UP 21)OI8T m LINE WITH MIDDLE 202 STRINGER TO BE UTILIZED AS BLOCKING MIN. 218 6YPa JOISTS 0 LANDING 01rO.C. W SIMPSON A35 OR LUS28 HANGER ON EACH SIDE MIN. 2.8 SYP82 J018T (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER W (3) 0.16r x 31rI NALS01r O.C. MAX TO EACH STUD. (2) 1W x 3-1W TAPCONS 01r O.C. MAX FOR MASONRY WALL) 3W PLYWOOD OR 068 SHEATHING OVER STAIR WINDER DETAIL LANDING ATTACHED MN. ZA SYPA PER GENERAL FLOOR LEDGER (P.T. NOTES CONSTRUCTION ATTACHING TI NMASON YWA MID SPAN BLOCKING TO MATCH JOIST DEPTH W (3)0.148'xT TOES AILS EACH END SIMPSON A36 SEE PLAN FOR CONNECTIONS MASONRY WALL OR MASONRY WAL WOW WALL FRAME WALL B SYSTEM & LANDING _ FRAMING (2) 2112 SYPr2 BEM PER MIN. 2.9 SYPJOIST (P.T. IF SCHEDULE REDID END OF ATTACHING TOR MASONRY MD.2S SYP{2 JOISTS LANDING F OR OR STRINGERS WILL) CONT. LEDGER W (3) DI CONNECT SEAM TO BEAR 0 LANNG O IrO.C. 0.167 x 31lI NAYS O IV O.C. DIRECTLY ON BUILT LIP WSJ MPSON A35 OR MAX TO EACH STUD. ((2) COLUMNS BELOW OR LUSH HANGER ON 1MNS-I W TAPWNS 0 it O.C. ALTERNATE HANGER 0 EACH SIDE MAX. FOR MASONRY WALL) RIGHT OF THIN DETAIL AA PLAN VIEW 0 180 DEGREE TURN LANDING \ SEEBC)®UIEIRMUNXWAOTN OF— ? 31'.2-1TOPAM NAIO.S.B.W D.C. A35®EA STRINGER O T . TOP MID TO LANDING BOTTOM eorroM CHORD zz FLOOR SYSTEM PER —V Bp SEE ARHS.STEPS FOR MAX STE FRAMING PLAN TYP. IYBRCX RISE OF PS AND I MIN- TREAD DEPTH PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUDTNIN NOTES BEAM 0 END OF LANDING PER SCHEDULE OPTIONAL (2Od2 SYP82 ATTACHMENT TO CMUA.EDGER IN LIEU OF BOLT UP COLUMN WWooD: HU210-7MLIC210-2 W (18) 0.187 x 331? NAILS TO LEDGENSUPPORT AND (10) 0.14r x 3' NABS TO Mb12 SYP82 HEADER MASONRY: HU210,2MUC210-2 W (16) 114*.S-1W TAPCONS TO CMU AND (10)0.14r x T NAILS TO (i)2112 SYP42 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHEDAT LANDING OR LET4N 2c4 SYP82 CLEAT AND ATTACH TO JOISTS BELOW W (2) 0.148" x 31 W NAILS 01r O.C. (3) 0.1Sr x 31? TOE4NAHL8 PITONS LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2A2STRINGERSONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE 0MIDSPAN A A SUPPORT AU 0 EA STRINGER ir TO LANDING 2x JOIST (P.T. F 2. ATTACHED TO ATTACHING TO MASONRY STRINGER (2)2x12SYPI28EAM WALL) CONT LEDGER III II II PER SCHEDULE Hm END (3)0.167x3.12NAIbO OF LANDING FOR 1r O.C. MAX TO EACH 2x12 STRINGERS ONE 1 1 1 1 STRINGERS TO STUD. ((2) IM'.2-1K ON EACH SIDE AND I III CONNECT TO. BE/11J TAPCONS 0 it O.C. ONE O ID -SPAN I III TO BEAR DIRECTLY ON MAX FOR MASONRY I I I BUNT UP COLUMN SOW WALL) A35 CONNECTN)N i I I WOOD OR MASONRY WALL SEE PLAN FOR 2xS P.T. SPF NR (ARN.) LET4N MORE INFO FASTEN TO SLAB USNG MIN. (3) 214 SYP 82 MIN. (8)11453-1 W EVENLY COLUMN 2x JOIST PER SPACED TAPCONS O MIN. SCHEDULE END DISTANCE OF 1.1? 2. P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO B�"�'"'•t'a BEAWJOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS ATLANDING(R SEAM SYP)17-MORLESS �)=, (2)2112 21e MOM 1. STAIR TREAD AND RARER CONSTRUCTION SHALL WLLOWTHE MNMUM WOE REQUIREMENTS AS SPECIFIED W THECUARENTEOITgN OFTHEFBC. 2. MW2 SYP82 BEAM M REWIRED AT THE OUTME FACEOF THE LANONO FOR STRINGER ATTACHMENTS. SEE CHART FOR MN. SSE OF INSIDE BEAK NAIL R)PLYBFAM TOGETHER USING (3)0.14r x 311r NAILS AT O.C. 3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS INSTAL PRIOR TO CONSTRUCTION. '.. 3LVG• 2M CONT, TOP PLATE ATTACH TOP PLATE TO 1 111 2N 82 SPF STUDS O 24 O.C. SEE ARCH PLAN MAX 4'-0" ABOVE FLOOR STUDS W (2) 0.167 x 31? TOE -NAILS 2x182 SPF STUDS O 2C i %%III 3}" -4 C-T. TOP 11r1E (ATTACH T 1� TO *' STUDS Sr 1 x L O.C. Or (2) 0.14r x 3iW TOE4UJ� 218 VERTICALOr-0' O.C. MIN. AND ®ANY NOT SILL PLATE � VERTICAL PORCH 2.4 SILL PLATE W (2) I I TOE -NAILS BOTTOM NOTCH BILL AND BeBR••8 214 f¢�F OPENING. WN 0.14r x T NAILS O r PLYWOOD FLOORING D.C. HANDRAIL KNEEWNLL O.C. (NOTCHEDO2IB t TO ALLOW VERTICAL STl1�T 21 L-BRACE W OA-x VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR TOWO 31M'NAILSOrO.C. FACE OF WOIST SHEATHINGTO ATTACH24VERTICAL ACCOMMODATE 2e VERTICALAND TO IJWST W (3) Y' x S' .� LSRACE 0 8'4T O.C. & SDS WOOD SCREWS 2y1B ECTION X-x 0ANY OPENING EQUALLY 0.18!' 2 4 CONT. TOP PLATE SPACE ENTERED IN ATTACH TOP PLATE TO STUDS W (2) 0167 x 3.1? }!• IJOHST TO OUTSIDE FACE OF JOIST �S x O. TOE -NAILS FL S % 2x482 SPF STUDS 024' DOUBLE I JOINT PARALLEL TO FLOOR ATTAe0ft4 ••I w O.C.W(2)0.14rx3Ur ATA so SLICETOENAILS BOTTOM ,►--y- SLICE CUT PLYWOOD 2M CONT. TOP PLATE J'21 SPACED & D FLOORING FOR STRAP ATTACH W (2)PLATMAX 1'-0' ABOVE FLOOR IN HOIST ),,�! TOENAILS rWIDE NEB 2x4 n SPF BILL PLATE STIFFENER 04r O.C. W(2) 0.14r x T NAILS 21482 SPF STUDS PBWSMOXM70MOOR (OEaBRACE)W(2) 'O.C.O.C.W(2)0.14rx2x4 SRL PLATE W(2) ROWS OF O.14rxTTOENAILS BOTTO014rxTNAILS04' NAILS 0 T O.C. NOTE: O.C. (NOTCHED 0 2e STIFFNER TO BE(2)SIMP(SONLISTA21NOTCH SILL ANDVERTICAL LOCATIONS), FLUSH W OUTSIDE OF ySTRAP(1 EA. SIDEGF BOTTOM CHORD SND)EVERY4rO.C. PLV1'WOUD FLOORITOALLOWVERTICFLOORBEAMLXDDMON TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF (JOISTPLAN2 9 VERTICAL AND 2 ATTACH 218 VERTIL-0RACE0r47O.C.& TOIJOISTW(3)Y.0 ANY OPENINGSECTION HANDRAIL W/ E UADSST SEE PS SPACED)CENTERED IN FLOOR BEAM COIN. TOOUTSIDE ° FACE aFJO �. �yL.•�. ACEIST SINBLEIJHDBrPMAIJELTOFLOOR � Ts t RAKE PANELS WIDTH OF ELEVATOR DOOR MIN r BEARING FOR CENTER PANEL ALL OTHER PANELS TO BEAR ON LEDGERS RNIBOARD 2X882 SPF JOISTS 017 O.C.W(3)0.167x31 ' END NAILS FROM RIM JOIST TO JOISTS W 2XB MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING IOTA),), INFORMATION 6T04 ELEVATOR TEMP. FLOOR FLOOR SYSTEM PARTYWALLOR — ELEVATOR WALL SEE PLAN 8Qft&3W1'-0' 2XB82SPFCONT. — LEDOER W (2)1M-X 31? BOB SCREWS 0 IV O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP, EACH END UNDER PLATFORM MIN. 7MW SHEATHING W RSRS01 (0.131-1Q3161 RING SHANK NAILS 0 r O.C. ON EDGE AND 17 O.C. IN FIELD ATTACH PLATFORM TO LEDGER W 1W X 31l7 BOB SCREWS O Ir O.C. ON ANGLE TYP. IfCOMRACTOR TO CONSTRUCT PANELS TO SLIDE INTO THE ELEVATOR SHAFT THRU DOOR OPENING, 1 3 2 WIDTHS MAY VARY. PANELS 1 AND 2 TO BE INSTALLED AND SHIFTED OUT TO ALLOW FOR PANELSWH (ICH IS LONGER)TO BE INSTALLED UST PLATFORM LAYOUT AND wuAID LOcaNG EVERYTHING TOGETHER. MID SPAN BLOCIONG W (2) T 2)(8 /2 SPF RIM BOARD Wt3)0.I6rx3I?NAILS INTO JOISTS l � MIN 7nr FLOOR PLATFORM DETAIL SHEATHING MIN. 7rr SHEATHING W RSRS-01 (0.13I 1QSIr) PARTYWALL OR RING SHANKNNLS Or ELEVATOR WALLSEE O.C. ON EDGE AND 17 PLAN O.C. IN FIELD 2)(S 62 OFF CONT. — LEDGER W (2)1 W X 31? BIDS SCREWS 0 RIMBOARD 1r O.C. MAX IRO STUDS OR FLOOR 2XS 82 SPF JOISTS 012' SYSTEM TYP. EACH O.C. W (3) O.ISr x 31? END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W 2(8 01 MID SPAN BLOC -NO SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST05 ELEVATOR TEMP. FLOOR WAM3M••1d ATTACH PLATFORM TO LEDGER W 1M' X 31? SOS SCREWS O 17 O.C. ON ANGLE TYP. MID SPAN BLOCKING VWc(2y0., fx3-iW 2XS 82 SPF RIM BOARD W(3)0.1S7x31? c \' NAILS INTO JOISTS NAxra MIN 7116' FLOOR — PLATFORM DETAIL HEIN SATHG =82 SPF 017 D.C. V302 SPF 012.O.C. s /!J f~ i i A. ce• .+ Mi d � NC'�'S � O B• z O ILL r V% CO a x°IEQc co JOB Ne. STAR-11BB8 m i sORE: a5 NDKATFA ST1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exdusive properly 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.