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HomeMy WebLinkAbout278 Big Spring TerCITY OF SANFORD Jul- 201, BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: ' C� (cJI�l �,Oi)�Gl �YI�GL Historic District: Yes ❑ No OX Parcel ID: 2`b-19-30426-0000- I?& 0 Residential [)� Commercial Type of Work: New Fxl Addition ❑ Alteration ❑ Repair ❑ Denio ❑ Change of Use'U .Move Description of Work: NSW �(� 1 - THORNEBROOK LOT NUMBER: /769 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: da hne aiPermitsPermitsPermits com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: C13C1257462 Arch itect/EngIneer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage .Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL,r IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. f� NOTICE O.F COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING: YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical worts, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code RCViSCd: June 30, 2015 Permit Application o c� c� � ao M rn rn M co r v 'S WALLLEGEND 9'-4" T.O.M. = INTERIOR/ExTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. RECORD COPY A�I)f' 55 t,, 0) 'Ai JAN 1 D 2017 iBY�—w FIRST F FRAMING PLAN - NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4„_l,_o„ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W r - O Q � ❑ 0 T_ r O O _O F_ W U W Q ❑W - W� Ek� Ld iL o0 a9!ldd/J� b ®��®aaa9 i Z n`G o d — y �(r0), y�� d 0 . W 1.0 nv d z n '°.• 6'� °dddadd�ov��'aVa ED LL � ��' �►aoi�eeta o Q r � fJ 'IISIIi�uV.�u�' U g O e^i Ca o Z C� � U 0 J F Z Q U �5 N Q O cy Uj O O F - LL W T U) w W W UEJn Q W F- W 91 W r 0 Z � ® e Q r, 0 z W LL W ® 0 O n v STRUCTURAL ENG: CFO / BED DRAFTING: STRUCT: AML CSC CHECK: -- EA — Ea JOB No. TM - 2'152536 SCALE: AS INDICATED Cn DATE: 06-27-16 S4 d T Ll I NOTE: PIPE OR DUCT W/ DOUBLE 2x4 "FOP NOTES: 2 ROWS 10d C 3" O.C. PLATE J PLATT LENGTHS MUST BE AT PENETRATION OF 1) f- N LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q in NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 '1/2" LAG SCREW'S OR EQUAL (SPACE AS SHOWN FOR 3 -PLY f� O TOP PLATE WIDTH ) EDGE DISTANCE INSTALL SIMPSON PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2 EDGE OUTSIDE (2) 2x4 s PER IL 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS •1" EDGE 1 '1/2" EDGE O PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & NAILS TYP' TOP &BOT. FRAMING PLAN TOP PLATE ATTACH W/ � (2) 10d NAILS O.C. ATTACH PER NAILING DOUBLE 10d @ 3" O.C.(SOLID BLOCK W/ 2x6) PATTERN ON THIS 4� 4_� 10d x 3" COMMON z 1 O x 3" _ DETAIL -i' TOP SPLICE - I L w w 21/4" c7 - z 2.. ` w '1 1 /2"�� c_v I c� O 2x4 BEYOND AGAINST — `f�"M �� w n O "M 2x8 STUDS fN N n - 0 /iy cv 10d x 3" COMMON no In ° fl LU LU ATTACH 2x STUDS TO I - - - I fY TOP PLATE W/ (4) 16d OVERLAP TOP PLATE 10d x 3" COMMON OPP. X U NAILS (( w ) ON EA. SIDE) AT CORNER SIDE z z E N z U J W < TYP. AT ALL EXTERIORc7 Q ¢ v 10d x 3" OPP. SIDE C) NAIL BOTTOM PLATE M LU ATTACH 2x STUDS TO CONDITIONS U I I vai I I I I z a W TOP PLATE W/ (4) 16d / TO CORNER STUD ¢ - - —CO NAILS ((2) ON EA. SIDE) PACK w/ (4) 10d NAILS cnn I °p TYP. AT ALL EXTERIOR 2x8 STUDS PER — I CONDITIONS FRAMING PLAN 10d x 3" COMMON TOP SPLICE OPP. SIDE Q_ DISTANCE PER DETAIL - BOTTOM SPLICE OVER (2) 2x4's (2) 2x6's (2) 2x8's sruD TOP PLATE CORNER TRANSITION DOUBLE 2x8 TOP INSIDE PLY NAILS NAILED AT 8" O/C I I `- PLATE TOP PLATE TRANSITION (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's a fiFO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" o i111lJlp/ LLi rn 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN BEYOND z INSTALLED VERTICALLY. O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/811 U_ z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING �\ .ca ���co M °off t - - - - - - - - - -` w c� (1) ROW OF 8d COMMON NAILS @ 3" O.C. ROOF SHEATHING, � ,l?,o J �- r.� <� z 1 A' =NAIL SPACING FASTEN PER PLAN ° ►-`°4 `r �T ----- n---jl —�I� — �h w_� 01 O s, •c� ° Iii 6 r NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON C O Sr, ROOF SHEATHING, °`t Q.® =`� `� II I I II II II o s O NAILS @ 3" O.C. () `r� �< �I ROOF SHEATHING, ?r �eR _�f7 ��f %> vo`y"" Z 0 II r I II II II p `If, O �� <�� TMJ FASTEN PER PLAN ®°® t ,d< Q 1 ~ 1/2" A 1/2" FASTEN PER PLAN tiO °" , °°° °®0 . ) >- O -__LI— - _ -- _ -- - -- - L, v) z -r 3O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d fyCJ`(JS,S Tff Iyej ........�C. III '�.....-. LL FD COMMON NAILS @ 3" U.C. IIIIII IIIIII II II II II I lIWALL SHO ,�-- r OyEATHING ow NAIL INT. W/ 8d COMMON NAILS O.C. &NAIL �Av__ SPLICE, SEE SPLICE z O'�S 2x4 FRAM ING a) 24" DETAIL. MAX 1/8" - EDGES 6" O.C. U.N.O. ON PLANS 1/2" O.C. MAX.2x4 FRAMING@24" - II I OPENING III II I I II SPACE BETWEEN u w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. 2x4 #2 SYP CONT. w/ (2) III III 4 II PANELS w F- 0 " DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS PROVIDE (4) 10d x 3 cn COMMON NAILS @ 3 O.C. 16d COMMON NAILS % @ 4" III O.C. PROVIDE (4)10d x3" NAILS AT JOINT EA. STUD OR TRUSS o '�✓ U 3 I I I I I II _j U PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT � PER -ENG TRUSSES MEMBER, TYP. (MAX. HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, q III TYP. III II II II o - c� USE (2) 1/4 TAPCONS Nupl';il°I1 7�r! LL O TOP & BOTTOM STUD PER PLAN _ III OPENING III I I I I II 2x STUDS BEYOND, F O SHEATHING SPLICE, @ 4" O.C. c w/MIN. 2" EMBED, c°'fil c G ci III III II 11 11 SEE PLAN FOR MORE 7 (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION C� Q LL _ PER ENG TRUSSES @ U 71— _ _ INFO W Z I- O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN - - 2x FASCIA 24l O C �' M III I I I I I <n 2x FASCIA PER PLAN' r rl - �I f w -r 2 GYPSUM WALLBOARD a' I II II II a, o NOTE: BLOCKING 2 1 r N CMU WALL PER PLAN —` O 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS _ I I I I I I I O ~ '15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE JOINT, MAX. 1/8" GAP LEDGER TRUSS PER PLAN v O_. { O - PER PLAN TO LEDGER Ill I IL _ =1 LL = _LI = = ll —� o L 00 USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS _ _ 2x4 PT LEDGER W/ - MS — — — _ — — — — `� O cv REQ'D. EXCEP"f AS NOTED ON PLANS. NAILING PER 1/4" x4" TAPCONS 12" 2x4 LEDGER W/ (2) 16d �� PLAN NAILS WALL PER NAILS @ 16" U.C. 0 L rr SCHEDULE OC. @ X_FLOOR S r�CTEM SHEATHING SPLICE NOTE: SAME THICKNESS AND nn2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV�_ FOR WOOD/MASONRYLN) STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS WALL /M TRUSS SEE CU"f TU FIT 2x BOTTOM PLATE FLATWISE (2) 16d O.H. SIZE O.H. SPIE pp��`�tiw PLAN (TRUSS SHOWN) Q REQUIRED BETWEEN STUDS. NAILS EACH END OPENING SIZE BEYOND SEE PLAN SHEATHING SPLICE DETAILCONDITION a� CMU WALL CONDITION FRAME WALL SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/8 THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT "F1EXTERIOR SHEATHING SCHEDULE PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER NAILS. IF PLYWOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE AF`I' TYPICAL SCAB OVERHANG (LD02 LEDGER @ LOW ROOF 3/4"=1'-0" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 1-1/2"-1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF' Z - PLAN NAIL PER PLAN (2) 2x BUILT-UP COL . �MORESEE'TINFO PLAN FOR SEE TRUSS PLAN FOR BLOCKING @24" O.C. —A CD U DOUBLE TOP PLATE O & MORE INFO & w/ (2) 16d END NAILS o ..... (� SIMPSON SP4 OR SP2 2x BL OCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END x x O CO)EACH STUD 12d NAILS @ EACH END ++-- x" C - - 2x12 BOX HDR w/ 2x8's ++ r off TOP & BOT.; 2x8 TO 2x8 #2 SPF VERTICAL W 7 r J PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS - WALL TO PRECAST NAILING SCHEDULE & w/ 2 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND c + O LINTEL w/ 2 ROWS OF SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF NAIL PER PLAN TALLER STUD) w O + T S NAILS EACH EACH END + Z SEE PLAN FOR � 1/4' x 4" TAPCONS @ 2x4 #2 SYP P.T. EA. TRUSS MEMBER O O � CONNECTION 16" O.C. MAX. @ MORE INFO & TRUSS w/ (4) 12d NAILS 2x8 w/ 2 10d NAILS c� x n T + ROOF SHEATHING STAGGERED O L x x CONNECTION ++ 1..1. U O tri 2x BRG WALL, SEE INTO TRUSS & (3) 12d EACH VERTICAL + + oQ £1 PLAN FOR STUD SIZE & I TOENAILS INTO OTHER SEE WALL CLIP DETAIL TRANSOM BETWEEN TRANSOM BETWEEN SPACING. MI 2 2x SEE FLOOR PLAN FOR TRUSS FOR MORE INFO . - z O O O LINTELS LINTELS 2x8 #2 SPF VERTICAL UNDER GIRDER TRUSS MORE BRIG. WALL INFO4. LINTEL PER PLAN SLOPE AS REQ'D S 2x8 #2 SPF VERTICAL @ 24 O.C. w/ EXT. v U.N.O. i i LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN I- �- ` ..-..-. 7 „ INTEL PER PLAN - c• �_4 O.C. w/ EXT. _ SHEATHING PER 2x6 #2 SYP P.T. CONT. .• — 2x6 #2 SYP P.T. CONT. •s SHEATHING PER NAILING SCHEDULE & 2x BLOCKING w/ (2) 1/4' x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (4) 12d NAILS EACH W - W SIMPSON LSTA24 EACH (2) 2x TOP PLATE ' TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. - (4) 12d NAILS EACH TRUSS MEMBER (TOP STUD SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING) IN BRIG WALL, SCC PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS aD SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET 5GD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGU EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER W OF`I�SECTION @ DOUBLE BEARING fiF1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM FS03 HEADER @ POCKET SLIDER SO4 HF_ADER (rc7 POCKET SLIDER � W o 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-U" Pj Q - - - - W CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO tD N r Fr I S .� SfJDSw/ 2 1/ X4/z BEAM INTO LONG SPAI�tA INDICATED ON BEAM � () 4 � � W � SCHEDULE. IF BUCKET 1S INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ \ PRE-ENGINEERED STRAP IS NOT REQUIRED. 16" O.C. MAX.; _ TRUSS PER PLAN Z () 0 I TO GABLE END STUDS w 2x BLOCKING AS 0 Z W EXT. BEAM PER PLAN EXTERIOR WALL/TRUSS (2) 1/4' X 3'/z' SIMPS' SD PT POST PER PLAN SCREWS @ 16" O.C. REQUIRED TO SUPPORT 2X8 SYP #2 P.T. SILL CEILING BY BUILDER y ®M LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT PLATE W/ I" EPDXY 0 NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) ANCHOR OR J -BOLT @ 32" 2X8 SYP #2 P.T. TOP PLATE NAILS PER PLY EXT. BEAM PER PLAN 12 1/4" x 2 3/4" TAPCONS AT\ O.C. W/ MIN. 7" TO VERTICALS @ 16" U.C. N 12"O.C. / EMBEDMENT & 6" FROM W/ (4) 12d TOENAILS �r jEE PLAN \ EACH END® Z HTS20 CLIP FROM ( 0 W @ POST TO BEAM SIMPSON H3 CLIP \ SHEATHING PER PLAN 2x8 SYP #2 P.T. VERTICAL � V PLAN VIEW TOP OF POST 2x4 SYP 92 LEDGER. - - 16" O.C. W/ EXT. SHEATHING I! I --) < PT POST PER PLAN TO STUDS PER NAILING SCHEDULE OR BEAM w/ � (4) 10d NAILS FOR ( _ � Q }- � � (2) 1/4" X 4'h" SIMPS.7 CONY. FRAMED A ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUDS ¢ (2) 2x8 SYP #2 P.T. STFtUCTUFtAL ENG: CF'/BED p: NUT SET IN ADHESIVE w/ (2) 1/4" X .3"%' SIMPS. I HGAM10 @ TOP AND BOTTOM BOTTOM PLATE W/ 4 a 4'-0" MAX. O DRAFTING: c SDS O.C.MAX.;S @ 16 FASCIA PER ( PLATE TO CMU WALL W/ (4)-1/4" X 12d NAILS @ EACH �TRUCT: AML nCOMMUNITY SPECS VERTICAL, EACH PLY. Alk . , a SEE FOUNDATION TO MASONRY w/ 2x4 PT P2x4 SYP #2 OR RE -ENGINEERED 2-3/4" TAPCONS T/O CMU @ 32" O.C. STAGGER NAILS AS QC CHECK: EA �. 4° ii / PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" / REQUIRED. _ l AND MIN 6 FROM ENDS. POCKET SGD TM - 21525:36 ��� INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" � JOB No. — _ O.C. MAX. SCALE: AS INDICATED O.C. ATTACHMENT BY ti PING SIDE VIEW @ ASE DATE: SIMPSON H3 CLIP DESIGNED FOR BUILDERCn SHINGLE ONLY w 06-27-16 CD01 CORNER COLUMN FRAMING (SDO1 TYPICAL SHED ROOF DETAIL S05 HEADER @ POCKET SLIDER 3/4"=1'-0" 1/2"=1'-0" i REV 1/2"=1'-0" OEPA�l SD4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property o I G SG , 0-r1 71% & S OIA E, L C. Any use, upflca on, or ransfer o these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL -� PLAN FOR OVERHANG INFO / WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN . r. WD. HD. H SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER — ......... _ PLAN FIN. FLR. - GRADE �. r I ✓ \ KWI IM a ' W.AVUA HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O. C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONi FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS TRUSSES TO BE P.T. IF PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCA"TION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE QNL Y REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE; IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO -CRANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 1 Od x1-1/2" @ 24" O.C. (USE NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS NAILING SCHEDULE FLOOR TRUSS SEE TO BOT. RIBBON, NAIL NOTE: ALL FLOOR `S�rf>f.. SP6 @ `Lx6 STUDS & r PRE-ENGINEERED TRUSS STRAP - SEE — STRAP (MAX 100 TRUSSES TO BE P.T. IF STRAP (MAX 10° ROOF TRUSS - SEE FRAMING PLAN FOR ,- NO MOISTURE VSTRAPS CENTERED @ FRAMING PLAN FOR CONNECTIONS NAILS. BEND STRAP BARRIER (FELT PAPER LOCATION & SPACING OVER TOP PLATE MIN. PRE-ENGINEERED OR SIM) IS PROVIDED _ 3", THEN RUN DOWN ATTACHED PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE FACE OF JAMB STUDS/ STRUCTURAL COL PER HEADER O.C. HEADER (2) SIMPSON LSTA18 PLAN FOR SIZE AND HEADER SIZE & REQ'D STRAPS CENTERED @ FRAMING PLAN FOR FROM TOP OF WALL REQ'D # OF STUDS GIRDERS: BLOCK 2 -STORY WALL CONNECTIONS . Y EXTERIOR SHE=ATHING EXTERIOR SIMPSON META16 \\�\ STRAPS CENTERED @ \ \ FLOOR W/ (14) '1 Od SIMPSON MSTAM36 FLOOR TRUSS TO DOUBLE 2x TOP PLATE REFER TO TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO FOUNDATION PLAN 2x BOTTOM PLATE 2x STUD PACK FRAME CONNECTION. STUDS & (8) 1/4" X ATTACH PER NAILING 3/4" FLOOR SHEATHING FLUSH W/ FACE OF SEE STANDARD 2-1/4" TITEN SCREWS MASONRY ATTACHED ATTACHED PER SHEATHING/ DRYWALL CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE (2) 16d NAILS@ 6" O.C. USE SIMPSON , SHEATHING AND MSTCM60 STRAP W/(20) ." NOTE: IF WOOD WALL OR BEAM BELOW USE REFER TO PLAN FOR 16d SINKERS & (14) TRUSS OR FIELD PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS SINKERS AND (14) Y4"X2 %4" TITENS TO MASONRY TRUSS w/ (4) 16d NAILS; INFO. FOR TRUSSES 20" TO WALL, STUDS @ 16" BOTTOM RIBBON TO 26" DEEP O.C. W/ (2) 16d NAIL @ BE PT IF BRG PRE -ENG. FLOOR (IF TITENS ARE NOT IN � DIRECTLY ON CMU S SYSTEM - IF NO FLOOR (MAX) -� CONNECTOR SYSTEM INSTALL LINTEL COURSE OR _ SCHEDULE FOR 1/2" GYP. CLG BD OR - (2) ROWS 8d NAILS @ KNEEWAI L &PROVIDE INTO FILLED CELL USE , = CONNECTION- � (2) 5/8" TYPE "X" WHEN 3" O.C. WALL (1) SIMPSON LSTA30 - SOLID BLOCKING 1/4" X 1 3/4" TITENS) - _ (1) ROWS 8d NAILS IN GARAGE _ SHEATHING TO STRAP W/ (11) 1 O TO UNDER COLUMN U.N.O. ;; FLOOR TRUSS PER STUDS ABOVE PLATE ABOVE PLAN I _ SHEATHING TO PLAN U.N.O. PROVIDE SOLID - c _ " AT WOOD BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO NOTE: ALL FLOOR I TRUSSES TO BE P.T. IF PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCA"TION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE QNL Y REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE; IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO -CRANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 1 Od x1-1/2" @ 24" O.C. (USE NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS NAILING SCHEDULE FLOOR TRUSS SEE TO BOT. RIBBON, NAIL SIMPSON LSTA30 `S�rf>f.. SP6 @ `Lx6 STUDS & r SIMPSON LSTA30 REFER TO PLAN FOR STRAP (MAX 100 ��� SP8 @ 2x8 STUDS) STRAP (MAX 10° SEE PLAN FOR MORE ANGLE) W/ (22) 10d ,- ANGLE) W/ (22) 1 O VSTRAPS CENTERED @ NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP PLAN BEYOND OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. PLAN FOR FLOOR 3", THEN RUN DOWN _ 3", THEN RUN DOWN ATTACHED PER FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ SCHEDULE HEADER / „ FLOOR PLAN FOR MIN. HEADER (2) SIMPSON LSTA18 EXTERIOR SHEATHING HEADER SIZE & REQ'D STRAPS CENTERED @ 2x4 #2 SYP BLOCKING — FROM TOP OF WALL - JAMB STUDS GIRDERS: BLOCK 2 -STORY WALL NAILS ' _� - EXTERIOR SHE=ATHING EXTERIOR FRAMING PLAN FOR PER PLANFROM TOP OF WALL CONNECTION INFO..-�- IF HEADER IS UPSET TO BOT. RIBBON, NAIL (2) 2x SILL AT WINDOW - AND WINDOW IS PER PLAN FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL BEAM; SEE PLAN AT EA. END NAILED TO / PLATE w/ (2) 1 Od NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION MS0TYPICAL GIRDER COL. @ HIGH BEAM BARRIER FELT PAPER C ( OR SIM) IS PROVIDED SO TYPICAL TWO STORY COL. @ GIRDER 3/4"=1'-0" TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:('1) 2x SILL PLATE wl (2) 1 O TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 REFER TO PLAN FOR 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 — INFO. SEE FRAMING PLAN VSTRAPS CENTERED @ BEARING WALL PER A FLOOR W/ (14) 1 Od PLAN BEYOND SEE FLOOR FRAMING NAILS COLUMNS PLAN FOR FLOOR ATTACHED PER MID -HEIGHT BLOCKING SYSTEM INFO. ATTACHED PER PER BEARING WALL NAILING SCHEDULE SIMPS. MSTAM36 w/ SCHEDULE NAILING SCHEDULE ATTACH 2x STUDS W/ - 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. ROD WITHIN 6" FROM STRAPS CENTERED @ 2x4 #2 SYP BLOCKING — COL; SEE BRG WALL/ FLOOR w/ (14) 1 Od GIRDERS: BLOCK 2 -STORY WALL NAILS ' ��� (2) SIMPSON LSTA'18 — SECTION FOR MORE(2) INFO. SIMPSON META16 \\�\ STRAPS CENTERED @ \ \ FLOOR W/ (14) '1 Od TOENAILS EACH END FLOOR TRUSS TO SYS. 42 FLOOR AND SEE ARCH PLAN REFER TO MASONRY WALL NAILS FOUNDATION PLAN L(3) 2x STUD PACK FOR FTG. EXT. SHEATHING ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE AGAINST TRUSS MASONRY ATTACHED (2) 12d @ 12" O.C. SHEATHING/ DRYWALL PER NAILING ATTACH 2x STUDS W/ - SCHEDULE; PROVIDE (2) 16d NAILS@ 6" O.C. 1/8" GAP BETWEEN PRE -ENG FLOOR SHEATHING AND END MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR TRUSS OR FIELD PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SINKERS AND (14) Y4"X2 %4" TITENS TO MASONRY MIN THICKNESS SHALL BE 1/2" GYP BOARD OR SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:('1) 2x SILL PLATE wl (2) 1 O TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 3/4"=1'-0" 15/32" OR 7/16" OSB. CLIP AT EA. END FOR 0©mow CLIPS EACH SIDE w/ 2x ATTACH TO FLOOR SEE FRAMING PLAN OPENINGS GREATER :rCA CRIPPLES @ 16 U.C. TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER BOTTOM CHORDS NAILING SCHEDULE SIMPS. MSTAM36 w/ NAILING SCHEDULE NAILING SCHEDULE STUDS @ 16" O.C. 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH SILL w/ (2) 1 O 2x4 #2 SYP BLOCKING — FRAMING PLAN FO FRAMING PLAN FOR GIRDERS: BLOCK TOE NAILS AT EA. END @ 48" O.C. W/ (2) '12d SPACING AND GRA SPACING AND GRADE SOLID BETWEEN OF SILL (MAX OPEN'G TOENAILS EACH END AND SEE ARCH PLA SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON WIDTH 4'-0"). USE A35 TO VERIFY SIZETO TRUSSES @ 24" O.C. VERIFY SIZE A35 EA. END CLIP AT EA. END FOR 2x4 #2 SYP ANGLE 2x BOTTOM PLATE / (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR OPENINGS GREATER AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END END 2x SYP #2 OR SPF #2 TRUSS OR FIELD RIBBON (MIN 2x4) TO FRAME 2x4 KNEE TRUSS w/ (4) 16d NAILS; WALL, STUDS @ 16" BOTTOM RIBBON TO SYS. 42 FLOOR O.C. W/ (2) 16d NAIL @ BE PT IF BRG CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE DIRECTLY ON CMU SEE FOUNDATION (MAX) -� CONNECTOR PLAN FOR MORE INFO 1/2" GYP. CLG BD OR --�� _ SCHEDULE FOR 1/2" GYP. CLG BD OR - (2) ROWS 8d NAILS @ (2) 5/8" TYPE "X" WHEN , = CONNECTION- � (2) 5/8" TYPE "X" WHEN 3" O.C. WALL IN GARAGE - _ (1) ROWS 8d NAILS IN GARAGE _ SHEATHING TO MASONRY WALL PER _ 3" O.C. WALL MASONRY WALL PER I' BOTTOM RIBBON SIMPSON META16 AT - PLAN I _ SHEATHING TO :+ PLAN MASONRY OR MTS12 - c _ " AT WOOD (3) 2x STUDS IFORNIA CORNER A -A (4) 2x STUDS STANDARD CORNER A -A 3/4"-1'-0" STUD PACK w/ 1 Od NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL w/ (2) 10d TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 / - TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:('1) 2x SILL PLATE wl (2) 1 O TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 (2) 2x •31 LL AT WINDOW NO MOISTURE CLIP AT EA. END FOR 0©mow CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS SEE FRAMING PLAN OPENINGS GREATER :rCA CRIPPLES @ 16 U.C. AT EA. END NAILED TO THAN 4' BUT LESS Q w/ (2) 1 Od TOENAILS STUD PACK w/ 1 Od O THAN 6' ° �� es T&B (PLYWOOD NAILS @ 8" O.C. THEN ,,: �• _ PERMITTED SIMPS. MSTAM36 w/ % SHEATHING REQ'D STUDS @ 16" O.C. (7) 1 O NAILS & (4) 1/4' T&B) ATTACH SILL w/ (2) 1 O x 2 1/4" TITENS; IF ,,. SEPARATE SHEATHING TOE NAILS AT EA. END FLOOR TRUSSES ARE .y UNDER WINDOW OF SILL (MAX OPEN'G 20"- 26" DEEP, USE - WIDTH 4'-0"). USE A35 SIMPS. MSTCM60 ' CLIP AT EA. END FOR STRAP w/(20) •16d ,' OPENINGS GREATER SINKERS & (14) 1/4" X 2 ' SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x'1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 1 Od TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 1 O TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. W/ (2) 1 O TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) W 0 a( �S ❑ 0 O THAN 4 BUT LESS 1/4" TITENS INSTEAD. THAN 6 (IF TITENS ARE NOT IN LINTEL COURSE OR c 1r INTO FILLED ED CFI I USE 2x TOP &BOT. �IMPoON L �TA30 w/ v, O GiC� 11 '10d TO STUDS / c1 1/4" X 1 3/4" TITENS)RIBBONS, CONT. ( ) / aIf+," !hl..� N ABOVE PLATE U.N.O. \ H ., Uj n Q TRUSSES TO BE P.T. IF q!®!S 11, 09 NO MOISTURE BARRIER (FELT PAPER 0©mow " z SEE FRAMING PLAN - :rCA FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR 0I W Q ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING z "< Q O ., WATERPROOFING. NO ° �� es NA O ,,: �• _ PERMITTED og THAN 4 BUT LESS 1/4" TITENS INSTEAD. THAN 6 (IF TITENS ARE NOT IN LINTEL COURSE OR c 1r INTO FILLED ED CFI I USE 2x TOP &BOT. �IMPoON L �TA30 w/ v, O GiC� 11 '10d TO STUDS / c1 1/4" X 1 3/4" TITENS)RIBBONS, CONT. ( ) / aIf+," !hl..� N ABOVE PLATE U.N.O. \ H ., SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 OR SPF #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. RIBBON B �TTOM PLATE 1/8 GAP BETWEEN � SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE NO MOISTURE S BARRIER (FELT PAPER 2x4 PT ILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTION fis 1 TWO STORY PARALLEL FLOOR CONNECTI N S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" 3/4"= '-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) --- 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN CO-) 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO TYPICAL BALCONY FRAMING NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z SEE ARCH DWGS FOR TOPPING INFO a !_ 3/4" PLYWOOD FLOOR SLOPE NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED _Ft SEE FRAMING PLAN - IF FLOOR SYS. NOT PRESENT PER FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR CMU WALL BELOW PER DETAIL INCDICATED CONNECTION CONTRACTOR TU'r -= ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING PROVIDE ADEQUATE �. _ '' REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS ., WATERPROOFING. NO SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE CONCRTE SLAB ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO ,,: �• _ PERMITTED "SoHEADER CONNECTION @ 2nd FLOOR SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 OR SPF #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL SHEATHING TO EA. RIBBON B �TTOM PLATE 1/8 GAP BETWEEN � SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE NO MOISTURE S BARRIER (FELT PAPER 2x4 PT ILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTION fis 1 TWO STORY PARALLEL FLOOR CONNECTI N S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" 3/4"= '-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) --- 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN CO-) 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO TYPICAL BALCONY FRAMING NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z SEE ARCH DWGS FOR TOPPING INFO a !_ 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" _Ft TALL) (60/15/5 MIN. - LOADING) W/ LUS26 OR LUS46 TO LEDGER CONTRACTOR TU'r -= — SEE W S11/SD5 FOR PROVIDE ADEQUATE �. _ '' SIM. END CONDITION ., WATERPROOFING. NO CONCRTE SLAB — LINTEL PER PLAN ,,: �• _ PERMITTED NOT USED 3/4"=1'-0" 3/4"=1'-0" 0 IRDER TRUSS PER LAN EE TRUSS LAYOUT OR HANGER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS �- TRUSS PER PLAN 1 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" SEE FRAMING PLAN -' FOR FLOOR +r W CONNECTION % ' 4= FLOOR GRIDER OR����`� - � BEAM HEADER CONNECTION @ 2nd FLOOR HIGH BM -1'-0" 3/4" V (f) z cra J - U W :1 ❑P-4 06 ^� h h c9 z 4 W ODo O Q Q W z� COPYRIGHT MCD 2014: The information contained in this document is copyrighted and' is the exclusive property of MONTH CONSULTING & DESIGN,'OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. W cs� V ICU V -m > E� W PQ W to 11 ` W �..,., Oz� O Uj M 0 1 N W H �-- 0 —� z J W a QQ= w O H- I— STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: AML QC CHECK: EA JOB No. TM - 2152536 SCALE: AS INDICATED w1LDlyC DATE: 06-27-16 SANFORD