Loading...
HomeMy WebLinkAbout257 Big Spring TerCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ a I Job Address: Qf,lm�CI I enaa— Historic District: Yes ❑ No Q u�– Pareel ID: 27-19-30-Svru -0000-i t3 0 Residential [)� Commercial ❑ Type of Work: New FX1 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: NEW 79 - THORNEBROOK LOT NUMBER: I� Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: :mail: d aph nea Permits PermitsPermits, com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 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.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE '1'O RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER'T'Y. A NO'T'ICE OF COMMENCEMENTMUS'.I' BE RECORDED AND POSTED ON THE JOB SITE BEFORE 1111 FIRST INSPEC'T'ION. IF YOU IN'T'END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY .BEI?ORE RECORDING YOUR NO'I'TCE OIi, COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certiry 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 work, 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: 5t" Edition (2014) Florida Building Code Revised: June 30, 2015 13 V'3 R 1 Permit Application 0 �S— (�,c+�4 r- " C� OHO J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 061 I R=ECORD COPY • FIRST F FRAMING P NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: 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. INC, t\r ,A lwti i JAN 10217 �� ti ® am maa� %✓'S L 00 lei u s � OVA$" a " aen 'Ld o "b. m Gv.;�. =t aoo > Q i T (f) Q 1 � 1 I 1 1 1 1 Z i ® M 1 �4 z cd Z Z O DE : O -j Q Fv 0 j •J 4l; ® 1 ! 00 ® a /� j i T (f) 1 � 1 I 1 1 1 � Z i ® M 1 01 Z Z O DE : O -j 0 ® 1 ! 00 ® a 1 Z tl ® -J ULU j 0 T Q H �CL 1 STRUCTURAL ENG: CFG / BAD - > DRAFTING: 1 -srRUCT: TNT I QC CHECK: cc JOB No. rM - 2152534 I SCALE: ASINDICATED I' DATE: 07/06/2016 NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: r PLATE LENGTHS MUST BE AT 2 ROWS 10d @ 3" O.C. PLATE W N `' `' PENETRATION OF 1) ADJACENT NAIL-5 ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN �. i LEAST 8'-0" LONG. TYP. MORE THAN 50% OF NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION < LID TOP PLATE WIDTH 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) ❑ O BOTTOM PLATE w/ 4 ,,, AI , EDGE DISTANCE � PROVIDE 2x4 ON TOP O 4 TOLERANCES: ALL DIMENSION TO BE FIELD WITHIN +/- •1/. 2 1/2' EDGE OUTSIDE (2) 2x15 INSTALL SIMPSON 2x4 STUDS PER r 10d NAILS ) „ PET. f IL o Ur 2x$ TO BLOCK OUT '1 EDGE 1 1/2 EDGE I' !� PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & EDGE - _ NAILS TYP. TOP & BOT. FRAMING PLAN TOP PLATE ATTACH W/ ATTACH PER NAILING -- — — - _ Q + • (2,) 10d NAILS O.C. ❑ + + PATTERN ON THIS 10d x 3" F DOUBLE 10d @ 3 O.C. (SOLID BLOCK W/ 2x6) 10d x 3" COMMON w * DETAIL �� • OP SPLICE —z � I — � � w ..... I I / ❑ w 2 1/4" 0 - z �, z W 1 1/2" z - _! N I _jU 7 Q 2x4 BEYOND AGAINST ` It cv u N �� r _ \ � wtN v I N n N 0 p 2x8 STUDS 10d x 3" COMMON - Irr °° z Q- W O W ATTACH 2x STUDS TO I, !y �;,. , Y - I 10d x 3" COMMON OPP. U OVERLAP TOP PLATE p J TOP PLATE W/ A. ID AT CORNER SIDE z z f W z \\ w U) - NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR C7 U o <� 10d x 3" OPP. SIDE ��- ❑ CONDITIONS NAIL BOTTOM PLATE z I I �- I I a I I z `C n W ATTACH 2x STUDS TO �> CQ W _ a TOP PLATE W/ (4) 16d TO CORNER STUD <r - - I `n ❑ NAILS ((2) ON EA. SIDE) PACK w/ (4) 10d NAILS - f �' O (] TYP. AT ALL EXTERIOR 2x8 STUDS PER I U U, CONDITIONS FRAMING PLAN _ _ 'IOd x 3" COMMON I cL DISTANCE PER z TOP SPLICE A OPP. SIDE DETAIL -- BOTTOM SPLICE OVER TOP PLATE CORNER TRANSITION 2x4's 2x6's STUD (2) (2) (2) 2x8's EO Uj DOUBLE 2x8 TOP INSIDE PLY NAILS NAILED AT $" O/C, � W r`u' PLATE TOP PLATE TRANSITION (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's AF�0TYPICAL TOP PLATE SPLICE @ BRG. WALL fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1 �- �0® aaaaaaiat��✓ „O) (Y? LL 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING' n v SHEATHING PER PLAN ® ma�m®° °a ��/� ��u-i 00 BEYOND 72 INSTAL LED VERTICALLY. O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 Z'®®��`�, ✓ 0 4' _ z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING n �° p \ ? Z - - - - - - -_ - -_ -_ - - _- - - W cD T (1) ROW OF 8d COMMON NAILS @ 3" O.C. ROOF SHEATHING -` ° -• ------ U ROOF SPACING r n ®,'00 ? \.._ O _j IT I F II- W z J ¢ °I OV SC O S FASTEN PER PL AN � NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 2 F qe t" C' ROOF SHEATHING, ! I ❑ r NAILS @ 3 O.C. 1 ��R<qA TO ROOF SHEATHING, k� R( eT FASTEN PER PLAN � � ��'� � z � II II II II II _ n r II • W W I_ 1/2" A NG T FASTEN PER PLAN FN q'OT O l °�°° °' Z �?' II I I I I II I I W = O r- Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1 /2" T,yU US GT,ct /tt'v w� °� °�O�V" �4• �� O - - -- - -- LL z cz� COMMON NAILS @ 3" O.C• - - - �`Fo s �UF SS T ���✓ �p'Q e®�° ry n III III II II Ir`—. WALL SHEATHING O w O �... 'y U�t ~ ®�`r s® SPLICE, SEE SPLICE 4 NAIL INT. W/ 8d COMMON NAILS @ 12 O.C. & NAIL t 2x4 FRAMING @ 24 O° a611i III III II II I EDGES 6" O.C. U.N.O. ON PLANS A O.C. MAX. <r DETAIL. MAX 1/8" � � 1/2-,..-._ 2x4 FRAMING @ 24" .`' . O MAX. PROVIDE (4) 1 Od x 3" 2x4 412 SYP CONT. w/ (2) III OPENING III II II I I SPACE BETWEEN W W 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. 4 W I- COMMON NAILS @ 3" O.C.DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1od NAILS 16d COMMON NAILS E- I III III I I PANELS @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT ,I III 3 I I I II I I J � © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING r NAILS AT JOINT EA. STUD OR TRUSS �✓ Q -j HEADER W/ 8d COMMON NAILS @ 3" U.C. 2 ROWS PER-ENG TRUSSES MEMBER, TYP. (MAX. MAS w ° III TYP. III II I I I I 7)O O @ 2x SCAB w/ 10d NAILS STUD PER PLAN USE (2) 1/IF "TAPCONS AROUND 2x STUDS BEYOND, I.- O TOP &BOTTOM - - � a 4" O.C. � , � p III III I I I I I I SHEATHING SPLICE, - A t � OPENING SEE PLAN FOR MORE (7 (2) 8d NAILS @ 3" U.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION _ = t _ III III I I I I I I r _ _ _ _ INFO I I- O VERTICAL MEMBER IF GABLE END _ PER-ENG TRUSSES w/ MIN. 2 EMBED. (N p III III II II I W z cn 1 SHEATHING & PER PLAN 2x FASCIA. PER PLAN — 2x FASCIA 24" O.C. U z T l I �I W = GYPSUM WALLBOARD III III II II I I T I— > O NOTE: BLOCKING • ; - 2 8d TOE NAILS TO I- Z II I r rY F CMU WALL PER PLAN — _ _ O TRUSS CONNECTION — (2) 8d TOE NAILS III I I I II I II I II II II ❑_ _ 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE JOINT, MAX. 1/8" GAP = _ L EDGER Q _ - N m USED AS UPLIFT RES STANCE: NO OTHER FASTENERS _ 2x4 PT LEDGER W/ PER PLAN TO LcDGER ,� TRUSS PER PLAN I_i____IL1II1 - IJ==1_L--II- I - - 2x4 'ER I µ ---- -- ----- -- -- _ _ - 2x FRAME WALL PER - C} (� C C� n C'7 O W O REQ D. EXCEPT AS NOTED ON PLANS. NAILING PER 1/4 x4 TAPCONS S @ 12 O W �r FLOOR Q - NAILS @ 16 O.G. I- C4� - L - - SCHEDULE U.(. n - - - - - - SHEATHING SPLICE PLAN C� �i E NOTE: SAME THICKNE SS AND Q -[' - - -- STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELE. FOR T WOOD/MASONRY CUT TO FIT 2x BOTTOM PLATE FLATWISE (2) 16d O.H. SIZE Q.H. ,51ZE WALL OR TRUSS, SEE 1 BEYOND SEE PLAN REQUIRED BETWEEN STUDS. NAILS EACH END PLAN (TRUSS SHOWN) 0 OPENING SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION a FRAME WALL U SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/$" THUS NOT O PAP EAR ON MASONRY OR CONCRETE UNLESS FELT _ I TO fiFl_�EXTERIOR SHEATHING SCHEDULE PAYER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF co _ WOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF1 TYPICAL SCAB OVERHANG LD02 LEDGER @ LOW ROOF 3/4"=1'-0" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS � OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3/4"=1 -0 1-1/2"=1'-0" Q SEE ROOF SHEATHING, PLAN NAIL PER PLAN rr 1 (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 2x4 #2 SPF U Z BLOCKING @ 24 O.C. � DOUBLE TOP PLATE MORE INFO & MORE INFO & ELI D J U) U ' CONNECTION CONNECTION w/ ('2) 16d END NAILS 1- W SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE EACH END (n � 1 �- @ EACH STUD 12d NAILS @ EACH END nxxx 0 µ1 2x12 BOX HDR w/ 2x8's Qco TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL W PRE-ENGINEER cD SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS �_LL Z Q J o @ 24 O.C. w/ EXT. 2x4 #2 SPF O ffi ROOF TRUSS - SFF 22 1O NAILS ALL z (� F_ I @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. zz FRAMING PLAN FOR CORNER CONDITIONS 0- SPACING WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS q, 8 EXTERIOR SHEATHING STRAP AROUND W LINTEL w/ (2)ROWS OF :� _ (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF U Z NAIL PER PLAN TALLER STUD W @ MORE INFO & ROOF SHEATHING Q SEE PLAN FOR ) 1/4' x 4 TAPCONS @ 2x4 #2 SYP P.T. EA. TRUSS MEMBER �/ CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1O NAILS @ x x CONNECTION T + O !� U STAGGERED INTO TRUSS & 3 12d x x w ¢ N 2x BRG WALL SEE O EACH VERTICAL _ ry PLAN FOR STUD SIZE & I i TOENAILS INTO OTHER SEE WALL CLIP DETAIL _- � _ �_ T ~_ W � TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO _ J O v SPACING. MIN (2) 2x SEE FLOOR PLAN FOR % LINTELS LINTELS 2x8 #2 SPF VERTICAL UNDER GIRDER TRUSS MORE BRG. WALL INFO I 1 LINTEL PER PLAN I SLOPE AS REQ'D LOPE AS REQ'D L 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. 'S W U.N.O. I I LINTEL PER PLAN ` � S INTEL PER PLAN --__ _ J1 @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER U 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & Z 2x BLOCKING w/ (2) 1/4" x 3 1/2" -` w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & t (4) 12d NAILS EACH Q W 2 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. ❑ LU SIMPSON LSTA24 EACH O (4) 12d NAILS EACH TRUSS MEMBER (TOP >r STUD SPACED EVENLY SPACED EVENLY p ATTACH 2x TO VERTICALLY VERTICALLY TRUSS MEMBER AND BOTTOM CHORDS ALONG W/ WEBBING) U 2x BRG WALL, SEE PRE-ENG. ROOF BUILT-UP W/ (2) 2x6 Q PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 1O NAILS @ 2x8 w/ (`2) 1O NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 1O NAILS @ z SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD POCKET SGD ❑ UNDER GIRDER TRUSS EACH VERTICAL EACH VERTICAL W SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY co U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER 0 fiFl`�SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM SO3 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER (D 3/4"=1'-0.. 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" Q CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO _j AI BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 41/2" / o SCHEDULE. IF BUCKET IS IN STALLED THE SHORT SPAN SIMPS. SDS SCREWS @ \ PRE-ENGINEERED � z Z �� x STRAP IS NOT REQUIRED. 16" O.C. MAX.; / TRUSS PER PLAN W � z TO GABLE END STUDS w 2 2x BLOCKING AS I- 0 Q � EXT. BEAM PER PLAN -- EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SI' O C. SD CO PT POST PER PLAN REQUIRED TO SUPPORT MAX.; @ 2X8 SYP #2 P.T. SILL CEILING BY BUILDER LAP BEAM PL YS AND TO MASONRY w/ 2x6 PT PLATE W/ 2" EPDXY 2 0 NAIL AS SHOWN (5) 10d ANCHOR OR J-BOLT 32" 2X8 SYP #2 P.T. TOP PLATE _ ® � SYP #2 LEDGER w/ (2) @ NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT( O.C. W/ MIN. 7" TO VERTICALS @ 16" O.C. ~ (N EXT. BEAM PER PLAN 12 12" O.C. ( EMBEDMENT & 6" FROM W/ (4) 12d TOENAILS 0 � HTS20 CLIP FROM SEE PLAN EACH END F- 0 � Z POST TO BEAM SIMPSON H3 CLIP @ ❑ (� ❑ 2x8 SYP #2 P.T. VERTICAL W SHEATHING PER PLAN - PLAN VIEW IOP OF POST 2x4 SYP #2 LEDGER. _ 16" O.C. W/ EXT. SHEATHING O W z IJ I PT POST PER PLAN TO STUDS OR BEAM w/ (4) 10d NAILS FOR PER NAILING SCHEDULE (2) 1/4" X 41/" SIMPS. CONV. FRAMED � ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY co PLAN O.C. MAX.; 0. 5/8" THREADED ROD w/ TO GABLE END STUDS \ W (2) 2x$ SYP #2 P.T. � STRUCTURAL ENG: CFG /BAD _ ( _ °' NUT SET IN ADHESIVE `�+�/ (2) 1/4" X 3'/Z' SIMPS. 4'-0" MAX. I \ BOTTOM PLATE W/ (4) ~ SDS SCREWS @ 16" HGAM10 @ TOP AND BOTTOM (� DRAFTING: FACIA PER 12d NAILS @ EACH � PLATE TO CMU WALL W/ (4)-1/4"X n COMMUNITY SPECS VERTICAL, EACH PLY. �--S'rRUCT: TNT \ ° I `'FF FOUNDATION TO MASONRY w/ 2x4 PT 1-1/2" SDS SCREWS & (4)-1/4" X - -_-- __ S__ 2x4 SYP #2 OR STAGGER NAILS AS ��t�ln�(; 2-3/4" TAPCONS TO CMU @ 32" O.C. J QC CHECK: CC PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4 PRE-ENGINEERED �� � -' � AND MIN 6 FROM ENDS. REQUIRED. r INFO x 2 3/4" TAPCONS @12° ROOF TRUSSES @ 24" / POCKET SGD Oq�U z JOB No. TM - 2152534 l �a - - a p SCALE: AS INDICATEDi O.C. O.C. MAX. ATTACHMENT BY L — SIDE VIEW a0 BASS OF POST _ W DATE: 07/06/2016 SIMPSON FI3 CLIP DESIGNED FOR ( BUILDER SHINGLE ONLY \ W (CD01 CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL SO HEADER @ POCKET SLIDER �' T REV1/2"=1~ 4 3/4"=1'-0" 1 /2"=1'-0" '-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property 0 0 0 tT�1/G M & S O IA E , L C Any use, up Ica Ion, or nsfer o hese 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 k 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, — W311 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 Alk BEARING SEE PLAN LINTEL AS PER PLAN - LINTEL AS PER PLAN-�� i WD. HD. HT. SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND - T ` 1 td MASONRY WALL PER PLAN A t• FIN. FLR. co GRADE DBL. TOP PLATE 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 DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR NOTE: ALL FLOOR @ GIRDER STRAP (MAX 10° PRE-ENGINEERED 15/32" OR 7/16" OSB. TRUSSES TO BE P.T. IF NAILS. BEND STRAP ATTACH TO FLOOR TRUSS w/ 8d NAILS AT ROOF TRUSS - SEE PLATE w/ (2) 10d NO MOISTURE SHEATHING PER ,. FRAMING PLAN FOR DETAIL WF10/SD4 BARRIER (FELT PAPER NAILING SCHEDULE SILL PLATE w/ (2) 10d LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED 2X4 #2 SYP BLOCKING FRAMING PLAN FO (2) 2x SILL AT WINDOW @ 48" O.C.•W/ (2) 12d ROOF TRUSSES AT 24"STRUCTURAL TRUSS STRAP - SEE TOENAILS EACH END AND SEE ARCH PLA COL PER O.C. TO VERIFY SIZE r 2x4 #2 SYP ANGLE PLAN FOR SIZE AND ATTACH SILL w/ (2) 10d FRAMING PLAN FOR (2) 12d @ 12" O.C. ' r VERTICAL @ 48" O.C. REQ'D # OF STUDS CONNECTIONS r Y • PRE -ENG FLOOR TRUSS OR FIELD SIMPSON MSTAM36 FRAME 2x4 KNEE DOUBLE 2x TOP PLATE TYPICAL TRUSS TO STRAP W/ (10) 10d TO O.C. W/ (2) 16d NAIL @ CONC. SLAB - TRUSSES @ 24" O.C.'\1 2x BOTTOM PLATE FRAME CONNECTION. STUDS & (8) 1/4" X CONNECTOR PLAN FOR MORE INFO1/2" 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS (2) 5/8" TYPE "X" WHEN CONNECTION IN GARAGE .� _ ATTACHED PER CONNECTOR NOTES TO LINTEL COURSE. 3" O.C. WALL PLAN .I.I SHEATHING TO NAILING SCHEDULE NOTE: ALL FLOOR USE SIMPSON DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NO MOISTURE SHEATHING & CMU MSTCM60 STRAP W/ BARRIER (FELT PAPER 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED KNEEWALL REFER TO PLAN FOR (20) 16d SINKERS & (14) ' BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS •� INFO. FOR TRUSSES 20" TO 26" DEEP PRE -ENG. FLOOR (IF TITENS ARE NOT IN SYSTEM - IF NO FLOOR LINTEL COURSE OR ` SYSTEM INSTALL INTO FILLED CELL USE KNEEWALL & PROVIDE 1/4" X 1 3/4" TITENS) , SOLID BLOCKING N O U... rr TRUSS PER UNDER COLUMN •� PLOOR AN ABOVE PROVIDE SOLID BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR OR LVL GIRDER COL. EVEN WITHIN MORE INFO NOTE: ALL FLOOR FLOOR TRUSS WALLEE PLANONRY FOR MORE I FO TRUSSES TO BE P.T. IF NO MOISTURE SQ TYPICAL GIRDER COL. CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED 3/4"=1'-0" REFER TO PLAN FOR 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE INFO. BEARING WALL PER PLAN BEYOND A SEE FLOOR FRAMING A COLUMNS PLAN FOR FLOOR MID -HEIGHT BLOCKING SYSTEM INFO. PER BEARING WALL SCHEDULE 1/2" DIA. THREADED (2) SIMPSON LSTA18 ROD WITHIN 6" FROM STRAPS CENTERED @ COL; SEE BRG WALL/ FLOOR w/ (14) 10d ' 2 -STORY WALL NAILS SECTION FOR MORE \�N (2) SIMPSON META16 INFO. FLOOR TRUSS TO REFER TO MASONRY WALL --.---- FOUNDATION PLAN FOR FTG. EXT. SHEATHING INFORMATION FLUSH W/ FACE OF MIN THICKNESS SHALL BE 1/2" GYP BOARD OR A19A TYPICAL_ TWO STORY COL. @ GIRDER STRAP (MAX 10° 3/4"=1'-0" 15/32" OR 7/16" OSB. (2) 2x SPF TOP PLATE NAILS. BEND STRAP ATTACH TO FLOOR TRUSS w/ 8d NAILS AT OVER TOP PLATE MIN. PLATE w/ (2) 10d 3/4" FLOOR SHEATHING SHEATHING PER 16" Q.C. TOP AND ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE SILL PLATE w/ (2) 10d TOENAILS. OPENING 2x STUDS , SEE LARGER THAN 4FT: (2) 2X4 #2 SYP BLOCKING FRAMING PLAN FO (2) 2x SILL AT WINDOW @ 48" O.C.•W/ (2) 12d SPACING AND GRA CRIPPLES @ 16" O.C. TOENAILS EACH END AND SEE ARCH PLA STUD PACK w/ 10d T&B (PLYWOOD TO VERIFY SIZE SHEATHING REQ'D 2x4 #2 SYP ANGLE 2x BOTTOM PLATE / ATTACH SILL w/ (2) 10d AGAINST TRUSS (2) 12d @ 12" O.C. VERTICAL @ 48" O.C. W/(3)12d NAILS EACH END PRE -ENG FLOOR TRUSS OR FIELD FRAME 2x4 KNEE WALL, STUDS @ 16" SYS. 42 FLOOR O.C. W/ (2) 16d NAIL @ CONC. SLAB - TRUSSES @ 24" O.C.'\1 EACH END SEE SEE FOUNDATION (MAX) CONNECTOR PLAN FOR MORE INFO1/2" GYP. CLG BD OR SCHEDULE FOR (2) 5/8" TYPE "X" WHEN CONNECTION IN GARAGE .� _ (1) ROWS 8d NAILS MASONRY WALL PER 3" O.C. WALL PLAN .I.I SHEATHING TO SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NO MOISTURE SHEATHING & CMU BARRIER (FELT PAPER 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED KNEEWALL TYPICAL_ TWO STORY SECTION fisi TWO STORY PARALLEL FLOOR CONNECTI N 3/4"='I'-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 @ 24" O.C. AND @ EA. x END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE W310/SD5 OR WS11/SD5 FOR ADDITIONAL INFO (BF01 TYPICAL BALCONY FRAMING NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED SLOPE / CONTRACTOR TO ' I PROVIDE ADEQUATE WATERPROOFING. NO 'I• - CONCRETE SLAB PERMITTED HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO "14 3/4" PLYWOOD FLOOR DECKING ATTACHED 11 PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. - LOADING) W/ LUS26 OR L US46 TO LEDGER -- SEE W311/SD5 FOR SIM. END CONDITION �— LINTEL PER PLAN MASONRY ATTACHES PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND MASONRY MASONRY WALL PER PLAN TRUSS STRAP - SeE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO STUDS ABOVE PLATE U.N.O. PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & 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 ONLY( REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN 'IFHE 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 SIMPSON LSTA30 STRAP (MAX 10° ANGLE) W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MIN. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FRAMING PLAN FOR PER PLAN CONNECTION INFO.. (2) 2x SILL AT WINDOW FLOOR GIRDER OR w/ 2x CRIPPLE STUDS BEAM; SEE PLAN AT EA. END NAILED TO TYPICAL GIRDER COL. @ HIGH BEAM (2) SIMPSON LSTA'18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS ATTACH 2x STUDS W/ (2) 16d NAILS @ 6" O.0 (2) SIMPSON LSTA'1 STRAPS CENTEREI FLOOR W/ (14) 10d NAILS (3) 2x STUD PACK ATTACH PER NAILI SCHEDULE ATTACH 2x STUDS (2) 16d NAILS @ 6" OD WALL OR BEAM BELOW USE TC40 W/ (36) 16d SINKERS. IF FLOOR "SO 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" 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. WALL SHEATHING TO BOTTOM RIBBON 1/8" GAP BETWEEN SHEATHING & CMU SEE CONNECTION SCHEDULE TWO STORY PERP. FLOOR CONNECTION 3/4"=1'-0" NOT USED 3/4" I-LUUK ZDHLAI I ATTACHED PER NAILING SCHEDULI UNDER WINDOWS GIRDERS: BLOCK SOLID BETWEEN RIBBONS w/ SIMPS A35 EA. END 2x BLOCKING FOR SHEATHING/ DRY\/\ ATTACHMENT w/ (2 TOENAILS EA. END (3) 2x STUDS �1-- (4) 2x STUDS STANDARD CORNER A -A STUD PACK w/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" U.C. ATTACH SILL w/ (2) 10d 3/4"=1'-0" TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'4'). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SIMPS. MSTAM36 w/ - (7) 10c1 NAILS & (4) 1/4" x 2 1/4" TITENS; IF FLOOR TRUSSES ARE 20"- 26" DEEP, USE SIMPS. MSTCM80 S"FRAP w/(20) 16d SINKERS & (14) 1/4" X 2 1/4" TITENS INSTEAD. (IF TITENS ARE NOT IN LINTEL COURSE OR INTO FILLED CELL USE 1/4" X 1 3/4" TITENS) 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 SIMPSON META16 AT --' CAN IILEVER MASONRY OR MTS12 AT WOOD NOTE: ALL FLOOR MASONRY OR FRAME TRUSSES TO BE P.T. IF WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d 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 SP6 @ 2x6 STUDS & SIMPSON LSTA30 SP8 @ 2x8 STUDS) STRAP (MAX 10° IF HEADER IS UPSET ANGLE) W/ (22) 10d (2) 2x SPF TOP PLATE NAILS. BEND STRAP U.N.U. ON PLAN OVER TOP PLATE MIN. PLATE w/ (2) 10d 3", THEN RUN DOWN HEADER - SEE 2ND FACE OF JAMB STUDS/ FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D JAMB STUDS SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 24 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) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 10d TOENAILS T&B (PLYWOOD i� - X i®1111111111111 u1 �00 T 21 IN -6-1 lu toW �. j z va-i `+ ' "a te < z ❑_ I I SHEATHING REQ'D "ur, SEPARATE SHEATHING TOE NAILS AT EA. END \ T&B) C O UNDER WINDOW OF SILL (MAX OPEN'G \ �r� ®0� m LL WIDTH 4'-0"). USE A3.5 .°: O �,°��` J ..,\. CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' \ r q Lu 2x TOP &BOT. SIMPSON LSTA30 w/ tt J ,hi4 Pu f�ti RIBBONS, CONT. (11) 10d TO STUDo� CL ABOVE PLATE U.N.O. - p C, '�-- EXTERIOR SHEATHING IF FLOOR SYS. NOT PRESENT PER FLOOR FROM TOP OF WALL IF HEADER IS UPSET TO BOT. RIBBON, NAIL AND WINDOW IS PER PLAN LOWER: (1) 2x SILL PROVIDE BLOCKING PLATE w/ (2) 10d BELOW JAMBS TOENAILS. EXT. MASONRY WALL SEE HEADER OPENINGS PLAN FOR MORE INFO LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS CRIPPLES @ 16" O.C. AT EA. END NAILED TO w/ (2) 10d TOENAILS STUD PACK w/ 10d T&B (PLYWOOD NAILS @ 8" O.C. THEN SHEATHING REQ'D STUDS @) 16" O.C. T&B) ATTACH SILL w/ (2) 10d SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 24 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) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 10d TOENAILS T&B (PLYWOOD i� - X i®1111111111111 u1 �00 T 21 IN -6-1 lu toW �. j z va-i `+ ' "a te < z ❑_ I I SHEATHING REQ'D "ur, SEPARATE SHEATHING TOE NAILS AT EA. END \ T&B) C O UNDER WINDOW OF SILL (MAX OPEN'G \ �r� ®0� m LL WIDTH 4'-0"). USE A3.5 .°: O �,°��` J ..,\. CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' \ r q Lu 2x TOP &BOT. SIMPSON LSTA30 w/ tt J ,hi4 Pu f�ti RIBBONS, CONT. (11) 10d TO STUDo� CL ABOVE PLATE U.N.O. - p C, '�-- SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR IRDER TRUSS PER LAN E TRUSS LAYOUT R HANGER 3/4"=1'-U" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) 1-15 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 Sik FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" / U =t U c � Q SEE FRAMING PLAN �"^� — FOR FLOOR CONNECTION= U IW- o � FLOOR GRIDER OR U BEAM p U U) z - Q cn _ HEADER CONNECTION @ 2nd FLOOR HIGH BM o ILW � � z U Ur U) U Lu °6 �. z�F Z o O p ao �0� ��� F W L O O U z LU D W O U) Q z W O z z Q 0 Q z p ®e sa ❑ z 0 LU z _j O z ® W 0 00 0 O ® 1 z ❑ W z W �0® FD W Q 16 W tY STRUCTURAL ENG: CFG / BAD (� DRAFTING: I- -STRUCT: TNT J QC CHECK: CC ¢ _ w\LD Nc Z JOB No. _ - FM - 2152534 LU SCALE: AS INDICATED SANFORD �. U) DATE: 07/06/2016 Oho RIO' � U) T_ COPYRIGHT MCS 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 & I�F_SIGN, OF WMR &ASSOCIATES, I_I_C is strictly prohibited. L- J