Loading...
HomeMy WebLinkAboutPLANSMORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT B" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4A (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO.2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN -PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING PANELS (FLUOROFLEX 1000 TM) - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED -ON 7057o PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR. ROOFING PANELS (ACRYLIC COATED) - 0.019" MIN., AZ55 GALVALUME STEEL WITH CLEAR ACRYLIC COATING ON EXTERIOR AND INTERIOR SURFACES. TRIM - DIE -FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 707, PVDF FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 2x4VMF1 02/12 SHEET INDEX SHEET# DESCRIPTION G1 OF G1 SPECIFICATIONS & SHEET INDEX S1 OF S12 COLUMN PLAN S2 OF S12 TRUSS/BRACING PLAN, TRUSS TIE DETAIL & END RAFTER CONNECTION DETAILS S3 OF S12 TRUSS DRAWING, PURLIN LAYOUT & PURLIN DETAIL S4 OF S12 PORCH FRAME DRAWINGS & PURLIN DETAILS S5 OF S12 ELEVATIONS S6 OF S12 SIDEWALL SECTION, COLUMN SPLICE DETAIL & STILT ISOMETRIC S7 OF S12 ENDWALL SECTION & OHD HEADER SECTIONS S8 OF S 12 WALKDOOR HEADER SECTION, PORCH CONNECTION DETAIL & CUPOLA FASTENING DETAILS S9 OF S12 PORCH SECTION & CONNECTION DETAILS S10 OF S12 OSB PROTECTION FOR GLASS DETAILS & STITCHED ROOF STEEL FASTENING DETAIL Sl 1 OF S12 SHEARWALL DETAILS S12 OF S12 FASTENING SCHEDULE ALL DESIGN AND EXPLANATORY NOTES 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART OF THESE DRAWINGS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.11.2 a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY STRUCTURAL MEMBER = 19 PSF c.) FOOTINGS = 12 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER NON -TEMPORARY LOADS W/ APPROVAL FROM BUILDING OFFICIAL. 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED / REGISTERED ENGINEER. 5.) THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. BUILDING DESIGN CRITERIA BUILDING CODE 2010 FLORIDA BUILDING CODE USE GROUP U CONSTRUCTION TYPE VB FLOOR AREA 2700 SQ FT MEAN ROOF HEIGHT 20.6 FT BUILDING RISK CATEGORY I MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 GROUND SNOW LOAD 0 PSF WIND SPEED (VuLT) 150 MPH WIND ;PEED (VASD) 116.2 MPH EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT ±0.18 BUILDING DESIGN CONDITION ENCLOSED WIND LOAD DESIGN ASCE 7 METHOD 2 MAIN WINDFORCE RESISTING SYSTEM (ALL FORCES ACT NORMAL TO THE SURFACE) (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) (MAXIMUM VALUE SHOWN) ZONE 1 E 19.76 PSF ZONE 2E -25.73 PSF ZONE 3E -17.56 PSF ZONE 4E -16.43 PSF ZONE 5E 16.26 PSF ZONE 6E -12.55 PSF ZONE 1 14.33 PSF ZONE 2 -17.91 PSF ZONE 3 -13.35 PSF ZONE 4 -12.25 PSF ZONE 5 1 11.94 PSF ZONE 6 -9.67 PSF COMPONENT & CLADDING WIND LOADS (ALL FORCES ACT NORMAL TO THE SURFACE) (FOR ZONES SEE ELEVATIONS) ZONE 1 13.99, -22.23 PSF ZONE 2 13.99, -38.69 PSF ZONE 3 13.99, -57.21 PSF ZONE 4 24.29, -26.34 PSF ZONE 5 24.29, -32.52 PSF TYPICAL LUMBER SPECIFICATIONS - 2005 NDS SIZE DESCRIPTION BENDING VALUE Fb 2x4 NO. 2 SPF 1313 PSI 2x4 NO. 1 SYP 1850 PSI 2x4 2100f MSR SPF 2100 PSI 2x6 NO. 2 SPF 11W PSI 2x6 NO. 1 SYP 1650 PSI 2x6 2100f MSR SPF 2100 PSI 2X6 2400 MSR SYP 2400 PSI 2X8 NO. 1 SYP 1500 PSI 2x8 2400 MSR SYP 2400 PSI 2x10 NO. 1 SYP 1300 PSI 2xl0 2400 MSR SYP 2400 PSI 2x12 NO. 1 SYP 1250 PSI 2x12 2250f MSR SYP 2250 PSI 1 1/2"xl6' LAMINATED VENEER LUMBER 2800 PSI 31/Z'xl5" GLU-LAM 1650PSI 51/49c161/2" GLU-LAM 2400 PSI 51/4"x191/2" GLU-LAM 1 2400PSI FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY 1E NECESSARY IN ORDER TO sww**!4v*4owft ST. LUCIE BUILDING OFFICE: TALLAHASSEE, FL JOB NO. l 43-024668 0� Ljj W N N CoLIJ L Q J J f-- U F-- ��Z. U Q CD 0 DRAWN BY. 11MOSIER DATE: 1 1 /27/2012 CHECKED BY.'IV. DEVERA REVIEWED BY DATE DATE.' 11/29/12 PLAN ND PERMIT REVISED DATE., -- MUST B KEPT ON JOB OR NO INSPECTION WILL BE MADE REVISED DATE.' - SCANNED REVISED DATE: --- BY REVISED DATE. - St. LucieCounty I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR ,a•""""""" �„ THIS BUILDING WAS PREPARED BY ME OR UNDER MY �,.•`�,• SUT DIRECT SUPERVISION AND THAT I AM A DULY LICENSED/REGIST PROFESSION EN INEER.0.3gg0T •.'; g. 2; RONALD,� UTT�N o•.• SjPSE QP •C?.^ DATE: _S ,K �1 REG.# 34487 '.pc'•. FLO •' a° D o unauuaeaaa RONALD L. SUTTON, P.E. REG. # 34487 MAR 2 1 2013 SCALE: AS NOTED SHEET NO. GIOFGI DESIGN AND EXPLANATORY NOTES DOOR SCHEDULE SYMBOL QTY. DOOR SIZE MANUFACTURER/DISTRIBUTOR STYLE FRAME TYPE HARDWARE REMARKS FBC APPROVAL # 9-LITE TEMPERED GLASS I 1 3068 MORTON BUILDINGS FIBERSTEEL FIBERGLASS W/CROSSBUCK, IN SWING,; LEFT FL-3073-R3 HINGE W/LOCKSEf & DEADBOLT 1.) THE PORCH CORNER COLUMN IS SET OUT AN ADDITIONAL 1" ALONG THE LENGTH OF THE PORCH WHEN A PORCH CORNER COLUMN AND A MAIN BUILDING CORNER COLUMN "APPEAR" TO LINE UP, i 1 O 10'-0" x 8'-0" C.H.I. OVERHEAD DOORS OVERHEAD BUILDING FRAMEWORK CORNER ENCLOSURE, PREP. HI -LIFT TRACK FOR FL-15058-R1 OQ 1 12'-0" x 140" C.H.I. OVERHEAD DOORS OVERHEAD BUILDING FRAMEWORK CORNER ENCLOSURES FL-15058-RI WINDOW SCHEDULE SYMBOL QTY. UNIT SIZE MANUFACTURER STYLE GLAZING REMARKS FBC APPROVAL # m 4 4429 HAYFIELD SLIDING INSULATING GLASS 9-LITE W/15" x 36" LOUVERED FL-13441 SHUTTERS ROUGH OPENING SCHEDULE i; 04 0404011 N O UNIT SYMBOL WIDTH HEIGHT 4It FROM LEGEND o ^ N M h Lo 381/4" S1 7'-41/2' 714" LI 7-6" 7-6" 7-6" 7-6 7-6 7-6' 7-6" 7-41/2" V-0" VENTED SIDEWALL OVERHANGS 1'-0" NON -VENTED ENDWALL OVERHANGS Q 52 1 /4" 33 5/8" Ilk 11 I I A I I I I I I I —� 56--�-- _---I—-�--- 35'-9" 35'-9" 18"R 18'R ! \ ! \ ! \ / \ ! \ ! \ ! \ / \ / \ o I 18"R 18"R 18"R 18"R 18"R 18"R 18"R 18"R 18"R 18'R 32'-9 1/2" O 28'-101/2"0 - 8"R D p N S7 a 0 21'-10 1 /7' - 8''R 18' I 22'-1 1 1 /2" 5 N Ln o BLi I 18' R 17'-9 1/2" ao S7 13'-10 1/2" - 8'R C O 4 I S7 6'-101/2" - 8''R E S8 18"R \ 5'-11 1/2" 0 I I8"R 18"R 18"R 18"R 18"R 18"R 18"R 18"R 18"R 18"R Q ;p 18"R \ / \ / \ I \ I \ I D / \ / \ I \ I \ I 18"R 0'-0" ■ W, h — — — — — — — CN o I 18"R 18"R 18"R 18"R 18"R 18"R 18"R 18"RI ;o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I s9 II I I I I PORCH COLUMN 10'-7" 10'-9" 10'-9" 10'-9" 10'-9" 10'-9" 10'-7" LOCATION DIMENSIONS -7 O 0N M Nv h 10 '— I `� FI 7'-4 1/2" 7' I -6" I 7'-6" 7' 1 -6" I 5'-0" 5' I -0" 5' I -0" I 7'-6" 7' I -6" 7' I -6" 7' I -4 1/2" BUILDING COLUMN LOCATION DIMENSIONS COP O N CV CV N CV CN N N CV N OON v o v o 0 0 0 � o Y 7 I� V N 01 N � 01 4 h ,n � I COLUMN PLAN LEGEND ❑ - 3-2x6 LAMINATED COLUMN LOCATION THESE PLANS AND ALL PROPOSED WORK ■ - HEADERED TRUSS LOCATION T ARE SUBJECT TO ANY CORRECTIONS - 81 M BASE ANCHORS l� REQUIRED BY FIELD INSPECTORS THAT 1 - (2) 3' 6" X 3' 6" CUPOLA WITH "M" 30" WEATHERVANE NON-FUNCTIONAL MAY BE NECESSARY IN ORDER TO 1 - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS COLUMN PLAN {mIVWMryfM�1L4AMMlkl�dES s0 - (3) 7/16" OSB SHEARWALLS (SEE SHEET OF FOR DETAILS) 18"R - 18" DIAMETER FOOTING WITH 8" THICK MINIMUM READY -MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY -MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2' 8' SCALE: V 4' 16' 1 OFFICE.' TALLAHASSEE, FL JOB NO. 143-024668 , Lu LU N W J _._I DRAWNBY.• MOSIER DATE. 11 /27/2012 CHECKED BY.* V. DEVERA DATE.* 1 1 /29/ 12 REVISED DATE.' -- REVISED DATE., ---- REVISED DATE: ---- REVIS� P: ENS@•'•.• 'F w • 3001•: ' 4 7W= c of Jrll nmry,W\ L lJ RONALD L. SUTTON, P.E. REG. # 34487 SCALE: AS NOTED SHEET NO. e SIOFSl2 .00i 60d R.S. NAIL (1) #9X1" TRU-GRIP SCREWS ON PEAK SIDE AND (2) ON EAVE SIDE IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) �),,A TC)I ICC TIC I-ICTAII ZV (V o 0 0 0 7-4 1 /2' 7'-6" 7'-6„ N 7-6„ N 7'-6' `h 7-6„ 20 GA. GALVANIZED s� PURLIN CONNECTOR ADDITIONAL 2x6 NAILER 20d R.S. NAIL THROUGH STRAP INTO TIE (3) 1 1/2" R.S. NAILS THROUGH STRAP o v v 7'-6" Lo 7'-6' h 7-6" `O 74 1 /2" .1 b M � TRUSS/BRACING PLAN T I'fI IC`C` I ri A t' ik 1/� mI A I1.1 1 CC CPI I"1 1 — JO ZUYV J.L. I KUJJCJ %Y / —O U.V. ' -'Z END RAFTER ASSEMBLY s - 2x4 TRUSS TIES Q 3'-6" & 4'-0" O.C. + - 2x6 DIAGONAL END BRACES Q 7'-0" & 8'-0" O.C. (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) Q e - 6' PORCH FRAMES V - 6' PORCH END FRAMES 2' 8' SCALE: 1 ' 4' 16' 2' LONG END BRACE STRAP (4) 2 1/4" R.W. NAILS 2x4 TRUSS TIE 2x4 TRUSS TIE TO ENDWALL DETAIL 36' - 2x8 (NO.I SYP) END RAFTER ASSEMBLY v V 10 (2) 20d R.S. NAILS IN OVERHANG FRAME 2x4 BEV. PURLIN TOE NAIL OVERHANG RAFTER TO OVERHANG NAILER WITH (1) 16d R.S. NAIL EACH SIDE OVERHANG FRAME J 2x6 OVERHANG NAILER E cop,, 4-20d R.S. NAILS PER CONNECTION 2x6 END COLUMN EXTENSION OR UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO HEADER AND FRAMING MEMBER WITH (2) 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. DETAIL B SCALE: 1 1 /2" = V-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO "Rwo WIT446ApRwww of" �— 36' - 2x8 (NO.I SYP) END RAFTER ASSEMBLY (7) 20d R.S. NAILS DETAIL A SCALE: 1 1 /2" = V-0" 3-2x6 CORNER COLUMN OFFICE.' TALLAHASSEE, FL JOB NO. 143-024668' rill Lu w N N Lu Cm L Q J J C, 0 r C*14 w 10 O� IZ� Z / w Z O 2 ^ a V Z Lu g Lu Z U_10 J H— O O U l 0/ `o O Zm 4 IL Z;;5 Z LLJ _ pw a Lu 8 J J Q DRAWN BY: MOSIER DATE: 1 1 /27/2012 CHECKED BY: V. DEVERA DATE: 11/29/12 REVISED DATE ---- REVISED DATE. --- REVISED DATE.' -- REVISED--- .��"�� RONALD L. SUTTON, P.E. REG. # 34487 ('SCALE. AS NOTED SHEET NO. S20FS12 a d 7-3-0 CENTER 2x4 (NO. 1 SYP) WEB STIFFENER ON TRUSS WEB & NAIL W/ 3-1/2" HDG R.S. GUN NAILS OR 16d R.S. NAILS WITHIN 4" OF ENDS & 6" O.C., STAGGERED 4 SECTION A -A TRUSS SPACING 7'-6" O.C. SCALE: 1 1/2"= 1'-0" A A LIVE LOAD 19 PSF DEAD LOAD 4 PSF A A CEILING LOAD - PSF TOTAL LOAD 23 PSF W w W mC 35- 9- 0 Q J 36' S.C. 2090 TRUSS I I � SCALE: 3/8"= Y-T 2x4 PURLIN HEADLOK .19"x6.0" FLATHEAD LAG SCREW (ICC-ES REPORT ESR-1078) 20 GA. GALVANIZED IS) PURLIN CONNECTOR (1) #9xl" TRU-GRIP SCREW ON PEAK SIDE AND (2) #9xl"TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1 /2" = V-0" 3.6' WIDE (ZONE 2 & 3) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO MAW -W;.To A-6 w4wwwfelt 2x4 PURLINS (2100 MSR) Q 23" O.C. 36' WIDE B SCALE: 1/2"= 1'-0" 3.6' WIDE (ZONE 2 & 3) ATES PURLINS TO BE FASTENED DLOK .19" x 6.0" FLATHEAD LA( Y-:KLW, ALL OTHER PURLINS TO BE FASTENED w/60d R.S. NAIL ILDING PURLIN LAYOUT ( r) O DRAWNBY.• MOSIER DATE: 1 1 /27/2012 CHECKED BY., V. DEVERA DATE: 1 1 /29/ 12 REVISED DATE: ---- REVISED DATE: ---- REVISED DATE. ---- REVISED DATE.' ---- No.3AA�� *I RONALD L. SUTTON, P.E. REG.# 34487 SCALE: AS NOTED SHEET NO. S30ES12 e' Y.. d. d. d. d` TRUSS SPACING 104" O.0 LIVE LOAD 20 _ PSF DEAD LOAD E PSF CEILING LOAD 2 PSF TOTAL LOAD 28 PSF LUMBER SPECIFICATION (2005 NDS for Wood Construction): Lower Chord -- No.1 K.D. - 19 Southern Pine Top Chord --- No. 1 K.D. - 19 Southern Pine Web Members -- No. 1 K.D. - 19 Southern Pine TRUSS PLATE SPECIFICATION (ICC Evaluation report No. 3080): ASTM A-653, Grade A 20 Ga. and 18 Go. where noted, galvanized steel Morton truss plates identified by a hexagon stamped every 1 1 /4" along the center of the plate. LIVE LOAD 20 PSF DEAD LOAD 6 PSF CEILING LOAD 2 PSF TOTAL LOAD 28 PSF LUMBER SPECIFICATION (2005 NDS for Wood Construction): Lower Chord -- No.] K.D. - 19 Southern Pine Top Chord --- No. 1 K.D. - 19 Southern Pine Web Members -- No. 1 K.D. - 19 Southern Pine 3x5 PL. 12 2'-9 1 /8" WEB ?x8 TOP ONOR —� 4 L3x5 PL. I" 2x6 LOWER CHORD 4x5 x5 PL. 6 TRUSS PLATE SPECIFICATION (ICC Evaluation report No. 3080): ASTM A-653, Grade A 20 Ga. and 18 Go. where noted, galvanized steel Morton truss plates identified by a hexagon stamped every 1 1 /4" along the center of the plate. 6'-10 1 /2" 6' PORCH FRAME SCALE: 1 /2" = V-0" T— - 2kg TOP 12 � 4 2'-5 7/16" Web CNORO 2-3x5 PL. 2x6 LOWER CHORD 6'-10 1 /2" 0 000a 61/2" 5x13 PL. 6' PORCH END FRAME SCALE: 1 /2" = V-0" 2x6 END BAY OVERHANG PURLIN HEADLOK .19"x6.0" FLATHEAD LAG SCREW (ICC-ES REPORT ESR-1078) 2x6 END BAY PURLIN NOTCH DETAIL / / / 'L 2x6 F NOTE: V-0" END OVERHANG SHOWN / raE COPY 2x6 END OVERHANG DETAIL (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1 /2" = V-0" 2x6 PUR (1)0.13.5"x11/9"R.S NA11 INFACH THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO i I I I ^ i i /� N.J. NAIL IN EACH SIDE TAB OF CLIPS * * NOTE: ALWAYS USE A TOTAL OF (8) 0.135" x 1 1 /2" R,S, NAILS PER PURLIN 2x6 PURLIN CLIP DETAIL SCALE: 1 1 /2" = l'-O" OFFICE: TALLAHASSEE, FL e, JOB NO. 143-024668 o v a r� N 0% M s, w m Z [lf- w (f) Z 0 x yy a LLJ " LLJ Q Q L L <W W N W co _1 DRAWN BY.' MOSIER DATE: 1 1 /27/2012 CHECKED BY.' V. DEVERA DATE.' 11/29/12 REVISED DATE.' ---- REVISED DATE: ---- REVISED DATE: ---- REVISED DATE: ---- No,34487 RONALD L. SUTTON, P.E. REG.# 34487 SCALE: AS NOTED SHEET NO. S40FS12 ._j e,- 5 I (ZONE 3) (ZONE 2) (ZONE 3) 3.6' WIDE (zorl= 41 3.6' WIDE (ZONE 2 & 3; �o 18'-6" zo 3.6' WIDE (ZONES 2 & 3) Wme 67.8' WIDE (ZONE 4) KIrIDTLJ CI C\/ATION 8 f -m DESIGN AND EXPLANATORY NOTES 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. 2.) * - STITCH SCREW ROOF STEEL LAP RIBS 10 L.F. FROM EACH ENDWALL W/ #9xl" S.S.I.D. SCREWS W/ WASHERS. SEE SHEET S10 OF S12 FOR DETAILS. Reference Corner 3.6' WIDE 3.6' WIDE (ZONES 2 & 3) !]nKIP sl 111 WEST ELEVATION 28.8' WIDE (ZONE 4) 3.6' WIDE 3.6' WIDE 3.6' WIDE (ZONE 5) (ZONE 5) (ZONE 5) (ZONE 3) (ZONE 2) (ZONE 3) MWFRS T# 16 GABLE TRIM HI -RIB STEEL SIDING T#21 CORNER TRIM T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T# 167 BASE TRIM 28.8' WIDE (ZONE 4) 3.6' WIDE 12-0" 16'-0" 8,_0„ (ZONE 5) 0 0 N bo cV EAST ELEVATION <° 5" O.G. GUTTERS HI -RIB STEEL SIDING T#21 CORNER TRIM T# 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T#167 BASE TRIM 67.8' WIDE (ZONE 4) 3.6' WIDE 3.6' WIDE (ZONE 5) 15'-01, 11'-01, 11'-0" 15-0" 11'-6" (ZONE 5) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY yY BCE NyE�Cy�E�S�S{CA�RY IN ORDERTO 4 FILL: COPY o� o 0 ° ° 4 ° 0 2' 8' N (1^) SCALE: � 7. 4' 16' SOUTH ELEVATION OFFICE: TALLAHASSEE, FL JOB NO. 143-024668 ry Lu Lu fi cCIO L a_ J J DRAWNBY: MOSIER DATE: 1 1 /27/2012 CHECKED BY: V. DEVERA DATE.' 11/29/12 REVISED DATE.• ---- REVISED DATE., ---- REVISED DATE., ---- REVIS=9'£" i* r.ENeS•�0'4 r� Q ; No.34487 a d` d' RONALD L. SUTTON, P.E. REG.# 34487 d' SCALE: AS NOTED S5OFS12 (D UNPAINTED GALVALUME HI -RIB STEEL FBC APPROVAL #FL-6250-R2 ©2x4 PURLINS Q 23" O.C. — (2100 MSR SPF) HEADLOK .19" x 6.0" FLATHEAD LAG SCREW 2x4 BEV. PURLIN WIRE MESH FILLER STRIP 2x6 BEV. FASCIA ' 0 5" O.G. GUTTERS m o TRUSS IN COLUMN SADDLE LAMINATED COLUMN T4144 & 146 FASCIA TRIM 36' 2090 S.C. TRUSS 0 SOFFIT - HI-RIB/SOFFIT CAP 2x6 OVERHANG NAILER (2) 1 /2"x5 1 /2" M. BOLTS & (4) 20d R.S. NAILS FLUOROFLEXTM 1000 HI -RIB STEEL FBC APPROVAL # FL-3072-R3 16'-0" GRADE TO HEEL mej 18" LOWEST MEMBER CUT-0 - FINISH GRADE �i 1 14 ) ROWS 2x6 NAILERS (2100 MSR SPF)Q 3-2x6 LAMINATED COLUMN 2x2 VERTICAL BLOCKING AT COLUMN LOCATION T#167 TRANSITION TRIM 2x6 NOTCHED NAILER (2100 MSR)G FLUOROFLEX 1000 HI -RIB STEEL WAINSCOT 7/16" OSB PROTECTIVE LINER T#167 BASE TRIM (1) ROW 2x8 TREATED SPLASHBOARD 4" CONCRETE FLOOR 81 M BASE ANCHOR 4" MINIMUM COMPACTED GRANULAR BASE 218M (14 GA.) COLUMN STILT© 8" THICK MINIMUM CONCRETE (2500 PSI MINIMUM) BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. SIDEWALL SECTION SCALE: 1 /2" = V-0" 2x6 LAMINATED COLUMN 22 NAILS 18 NAILS 40 NAILS TOTAL DESIGN AND EXPLANATORY NOTES 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL CONDITIONS MAY REQUIRE MODIFICATIONS. 2.) CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1 /2 BAG MIX CONCRETE b. SLOPE GRADE AWAY FROM BUILDING Q 1" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS \300 /4"x30" H.R. FLAT STEEL S I NAIL KEY ® 148" x 4" (20d) NAILS 0.131"x 3 1 /2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS 3-2x6 COLUMN SPLICE FASTENING DETAIL STILT ISOMETRIC (4) 0.177"x2.25" STAINLESS STEEL ANCHOR NAILS PER STRAP BUILDING COLUMN 81 M BASE ANCHOR FASTENING DETAIL SCALE: 1 1 /2" = V-0" 3-MEMBER LAMINATED COLUMN 1 1/4"xl 1/4"xl4 GA. SUPPORT ANGLE FASTENED TO COLUMN AT EACH CORNER WITH (3) .148"0 x 2" STAINLESS NAILS. (12 TOTAL NAILS PER COLUMN) 14 GA. CHANNEL WITH 1/4" PLATED RIVET TO SUPPORT ANGLE UNDISTURBED SOIL STILT INSTALLATION 1. INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN THE AUGERED HOLE. 2. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. 3. BACKFILL AND COMPACT THE ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL AUGURED FROM THE SITE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPW WITH ah APPLAIA969 ©Qp% FILE C'm-'uP� , OFFICE: TALLAHASSEE, FL JOB NO. 143-024668 o U � N oe w m O= Z w V Z O 2 d `J _ Z< m 1 1 1 0 1 1 1 Z� O W W W <m L Q J J �i DRAWN BY.' MOSIER DATE: 1 1 /27/2012 CHECKED BY., V. DEVERA DATE: 1 1 /29/ 12 REVISED DATE., ---- REVISED DATE.' ---- REVISED DATE.' --- REVISED DATE: ------------- ---- L. RONALD L. SUTTON, P.E. REG. # 34487 s, SCALE: AS NOTED SHEET NO. S60FS12 _j SCALE: AS NOTED SHEET NO. S60FS12 _j GABLE PURLIN FLASHING T#16 GABLE TRIM 2x6 FASCIA -� T# 194 TRIM - © @ SOFFIT HI-RIB/SOFFIT CAP TRIM 36' - 2x8 (NO.1 SYP) END RAFTER ASSEMBLY 2x6 E.C.E. - ® FLUOROFLEXTM 1000 HI -RIB STEEL UNPAINTED GALVALUME HI -RIB STEELQ 2x4 PURLINS Q 23"' O.C. © Q (2100 MSR SPF) HEADLOK .19" x 6.0" i FLATHEAD LAG i SCREW i i i i — — — — ADDL. 2x6 NAILER — — — — — — — 2x4 TRUSS TIE FINISH GRADE 81 M BASE ANCHOR 218M (14 GA.) COLUMN STILT 8" THICK MINIMUM CONCRETE (2500 PSI MINIMUM) BELOW BOTTOM OF LOWER COLUMN WITH 18"O ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION B SCALE: 1 /2" = V-0" (4) 0.135"x2 1/4" R.W. NAILS OR 16d R.S. NAILS 2x6 UPRIGHT 2x6 NAILER (1) 20d R.S. NAIL THROUGH STRAP 2x6 BLOCK & INTO BRACE 2' END BRACE STRAP W/ PRE -PUNCHED T# 124 HOLES (BEND TO FIT) FASTENED W/ T#129 (3) 0.140 x 1 1/2" R.S. NAILS 2x2 BLOCK 2x6 DIAGONAL BRACING FASTENED T#151 TO COLUMN W/(4) 16d R.S. NAILS T#154 36' 2090 S.C. TRUSS 2x3 JAMB (BEYOND; BOTTOM 2' TREATED) (3) 2x6 JAMB COLUMN (BEYOND) 2x6 TRACK BLOCK (BEYOND; BOTTOM 2' TREATED) 2x6 UPRIGHT 2x6 NAILER 2x6 BLOCK T#124 T#129 2X2 BLOCK T#151 T#154 2x3 JAMB (BEYOND; BOTTOM 2' TREATED) (3) 2x6 JAMB COLUMN (BEYOND) 2x6 TRACK BLOCK (BEYOND; BOTTOM 2' TREATED) 2-2x10 HEADERS (NO.1 SYP) O.H.D. ALUMASEAL T#152 OHD HEADER SECTION C SCALE: 1 " = V-0" OHD HEADER SECTION D SCALE: 1" = V-0" 14'-2" GRADE TO BOTTOM OF 2x6 BLOCK HEADER NAILING SCHEDULE HEADER UPRIGHT JAMB I MEMBER COLUMN EA.2X10 4 1 6 NOTES: 1. NUMBERS ABOVE ARE 20d R.S. NAILS REQUIRED PER CONNECTION. 2. PRE -DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. am (P) HEADERS K BETWEEN HEADERS HEADER NAILING SCHEDULE HEADER MEMBER UPRIGHT JAMB COLUMN EA. 2x10 4 6 EA.2x12 4 8 ') HEADERS NOTES: 1. NUMBERS ABOVE ARE 20d R.S. NAILS REQUIRED PER CONNECTION. 2. PRE -DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. BOTTOM 'LOCK THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO [OFFICE- TAL LAHASSEE, FL JOB NO. 143-024668 o U ' v 10 ri o. M Q_ w m Oz Z w CD Z O x IL CD _Z L__u o L.LJ ¢ z� Q O LLJ LLJ V) LLJ m Q J J C DRAWN BY: MOSIER DATE: 1 1 /27/2012 CHECKED BY.' V. DEVERA DATE: 1 1 /29/ 12 REVISED DATE., ---- REVISED DATE., ---- REVISED DATE: ---- RONALD L. SUTTON, P.E. REG. # 34487 SCALE: AS NOTED SHEET NO. S70FS12 (2) 1 /2 x5 1 /2" M. BC (4) 20d R.S. NAILS HEADER SECTION E SCALE: 1" = V-0" CUPOLA BASE TRIM FLUOROFLEX 1 2x10 2x6 BLOCK BETWEEN 2x10 NAILER AND 2x10 HEADER. TOENAIL BLOCK WITH (4) 16D R.S. NAILS 3 SCHEDULE AN JAMB COLUMN 6 1. NUMBERS ABOVE ARE 20d R.S. NAILS REQUIRED PER CONNECTION. 2. PRE -DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION IS EXCESSIVE TO CAUSE SPLITTING, THE EXCESS NAILS MAY BE INSTALLED IN HEADER SUPPORT BLOCKING. POLA CAP , ROOF OSB WITH 1-3/4" R.S. COIL NAILS 12" O.C. TOP AND BOTTOM 2x10 HEADEI. FIRST ROW 2x4 PURLINS PEAK PURLIN ®2x4 CUPOLA USP MPAI (4 1/2") FRAMING CLIP EACH SIDE WITH SLOT DOWN. ATTACH EACH TO PORCH FRAME WITH (6) #9 x 1 1 /2" TRU-GRIP SCREWS AND TO 2x6 BLOCK & 2x10 NAILER WITH (6) #9 x 1 1 /2" TRU-GRIP SCREWS USP JH20 JOIST HANGER. ATTACH TO PORCH FRAME WITH (6) 1 Od 2 7/8" x .148" DIA. GALVANIZED POLE NAILS AND TO 2xl0 HEADER WITH (2) #9 x 1 1 /2" TRU-GRIP SCREWS & (12) 0.131"x 1 1/2" TC POSITIVE PLACEMENT GUN NAILS, PORCH FRAME ATTACHED BETWEEN COLUMNS r 1! CENTERLINE OF CUPOLA 1 f I __�l (!1/1" LJ L/ THESE ARE SU. REOUIR M MAY BE BLOCKS WIN 39Q FRF TRUSS 'DINS AND ALL PROPOSED WORK 3JECT TO ANY CORRECTIONS 9D BY FIELD INSPECTORS THAT NEC�YEdSSARY IN ORDER TO W���I'1 amWow IO Q9B'ES: ,MING CLIP —2x4 CUPOLA BLOCKS 39Q FRAMING CLIP® CUPOLA FRAMING DETAIL SCALE: 1" = V-0" 3'6 x 3'6 Cupola Non -Functional (2x4 Purlins) OFFICE: TALLAHASSEE, FL JOB NO. 143-024668 LLu L Lli N N ui Q J C� o_ U ro N cO M Iy w W m Z pi W Z CD 2 r ^ 0.. V z� Q P 1 1 1 Lu ¢ Z� ¢ O xc DRAWN BY.- MOSIER DATE: 1 1 /27/2012 CHECKED BY: V. DEVERA DATE: 1 1 /29 / 12 REVISED DATE: ---- REVISED DATE: ---- REVISED DATE: ---- REVISED DATE. ---- lJ RONALD L. SUTTON, P.E. REG. # 34487 SCALE: AS NOTED SHEET NO. S80FS12 0 2x10 NAILER FASTENED W/(6) 20d R.S. NAILS T#6 & T# 167 TRIMS 2x6 ADDITIONAL PURLIN 7/16 OSB SHEATHING & 15# ROOFING FELT ®6' PORCH FRAME ®i 2x6 PURLINS W/CLIPS 22" O.C. (NO.2 SPF) 1 /2"x5 1 /2" M. BOLT & (6) 20d R.S. NAILS 12 T#178 4 2x6 BEV. FASCIA T#144/146 TRIMS 5" O.G. GUTTER el SOFFIT (2) 2x6 HEADERS T#106 T#39 COLUMN COVER 10'-4" 4'-0" 218M (14 GA.) COLUMN STILT 8" THICK MINIMUM READY -MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY -MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2x4 SOFFIT SUPPORTS ®®USP JH2O ADJ. JOIST HANGER 2x10 HEADER FASTENED W/(6) 20d R.S. NAILS 3-2x6 LAMINATED COLUMN (3) ROWS 2x6 NAILERS — (2100 MSR) 4" CONCRETE FLOOR 6'-1 1/2" 6" LONGER LOWER 36' 2090 S.C. TRUSS 2x6 BLOCK. ATTACH TO COLUMN WITH (4) 16d R.S. NAILS, STAGGERED. USP MPAI FRAMING CLIPS ®® 7/16" OSB 2x6 BLOCK 2' 7" 16-9' GRADE TO HEEL I� .;I,..., '. . .I'. 3x4 BLOCK. ATTACH TO 2x6 BLOCK WITH (5) 60d R.S. NAILS. ATTACH PORCH FRAME TO 3x4 BLOCK WITH (4) 16d R.S. NAILS STAGGERED 2x6 BLOCK FROM — BOTTOM OF 2x10 HEADER TO TOP OF FIRST NAILER 2x6 NOTCHED END OVERHANG PURLINS FASTENED TO END FRAME WITH HEADLOK SCREWS r� r r--------- iI i 2x6 BEVELED FASCIA FASTEN PORCH END FRAME TO COLUMN WITH (5) 20d R.S. NAILS FASTEN BOX HEADER TO COLUMN WITH (2) 20d R.S. NAILS END VIEW OF END PORCH FRAME & 2x* BOX HEADER (SHOWN WITH END OVERHANG) 218M (14 GA.) COLUMN STILT 8" THICK MINIMUM CONCRETE (2500 PSI MINIMUM) BELOW BOTTOM OF LOWER COLUMN WITH 18" d 18"0 ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. & PORCH SECTION F SCALE: 1 /2" = l'-0" FILE Cop,, 7/16" OSB �- 2x6 BLOCK ATTACH TO COLUMN WITH (4) 16d R.S. NAILS, STAGGERED. 3x4 BLOCK ATTACH TO 2x6 BLOCK WITH (4) 60d R.S. NAILS. ATTACH PORCH FRAME TO 3x4 BLOCK WITH (4) 16d R.S. NAILS PORCH FRAME HANGS 1 /2" OVER EDGE OF PORCH CORNER COLUMN �— 7/16 OSB SHIM PORCH ENDS AT CORNER COLUMN TOP VIEW OF END CORNER BAY THROUGH 2x* BOX HEADER THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO OFFICE' TALLAHASSEE, FL JOB NO. 143-024668 w CLu Lu N uj m Q Lo 0 C) M 10 (Z_ c� o. 0 w m C) z (�! w r Cz 0 v LLJ 0 LJ_J a Q ry O V q =i o L-Li o 0 O �I m O e CD d �J LJ_1 O = w LIJ d � O O _J J LL DRAWNBY.• MOSIER DATE.' 1 1 /27/2012 CHECKED BY V.DEVERA DATE: 1 1 /29/ 12 REVISED DATE. ---- REVISED DATE: ---- REVISED DATE., ---- REVISED D,40n NlPd/�p� Lo v RONALD L. SUTTON, P.E. REG.# 34487 SCALE: AS NOTED SHEET NO. S9OFSl2 HEIGHT OF WINDOW +1" #8x3 1/2" WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS INTO THE 2"x4" ROUGH FRAMING. PRE -DRILL HOLES 10" O.C. IN WINDOW JAMB FLASHINGS TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. O.S.B. SHEATHING IS 1" WIDER THAN THE WIDTH OF THE WINDOW r FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. / O.S.B. SHEATHING IS 1"TALLER THAN THE HEIGHT OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. WIDTH OF WINDOW +1" HEAD FLASHING 7/16" OSB PANEL FINNED WINDOW SILL FLASHING FIN WINDOW SECTION WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW 7/16" OSB PANEL #8 x 3 1 /2" WOOD SCREWS @ 10" O.C. FINNED WINDOW WINDOW JAMB FLASHING 2"x4" ROUGH FRAMING FIN WINDOW JAMB DETAIL #8x3 1/2"WOOD SCREWS @ 10" O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS INTO THE 2x4 ROUGH FRAMING. PRE -DRILL HOLES IN ALUMINUM DOOR JAMB TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. #8 x 3 1 /2" WOOD SCREWS SPACED HEAD FLASHING AS SHOWN ABOVE TO AVOID DOOR INSTALLATION SCREWS — 7/16" OSB PANEL )R JAMB ROUGH FRAMING WALK DOOR JAMB DETAIL NOTE: DOOR PANEL AND WINDOW PROTECTION DETAILS ARE FOR INSTALLATION INSTRUCTIONS ONLY, AND ARE NOT PROVIDED OR INSTALLED BY MORTON BUILDINGS' INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. OSB PANEL IS 1" WIDER THAN THE WIDTH OF THE DOOR FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM WINDBOURNE DEBRIS PROTECTION - WALK DOOR #9xl" S.S.I.D. SCREWS W/WASHERS USED TO STITCH THE GABLE TRIM TO THE STEEL BETWEEN PURLINS #9xl" S.S.I.D. SCREWS W/WASHERS INTO PURLINS T#16 GABLE TRIM 2x6 FASCIA #9xl S.S.I.D. SCREW W/WASHER T#194 #9x2" S.S.I.D. SCREWS AT EACH HI-RIB,— #9xl"S.S.I.D. SCREWS CENTERED IN FLATS FLUOROFLEX 1000 HI -RIB STEEL #9xl " S.S.I.D. SCREWS W/WASHERS INTO PURLINS #9xl " S.S.I.D. SCREWS W/WASHERS USED TO STITCH THE GABLE TRIM TO THE STEEL BETWEEN PURLINS NAIL PURLINS TO END RAFTER W/(1)60d R.S. NAIL #9xl"S.S.I,D. SCREW W/WASHER INTO EACH PURLIN (CENTERED BETWEEN HI -RIB AND FIRST MINOR RIB) FLUOROFLEX 1000 HI -RIB STEEL #9x2" S.S.I,D, SCREWS W/WASHERS INTO PURLIN AT EACH HI -RIB #9x1"S.S.I.D. SCREWS W/WASHER USED TO STITCH LAP RIBS BETWEEN THE PURLINS ).1 SYP) END RAFTER ASSEMBLY I . . . . . I . . t . . 1 ;2 3 FIRST SCREW IN THE FLAT AT THE TOP AND BOTTOM PURLINS W/ #9xl " S.S.I.D. SCREWS SCREW LAP RIB FIRST. THEN THE OTHER TWO RIBS, USE #9x2" S.S.I.D. SCREWS NOTE: SET SCREWS PERPENDICULAR TO PANELS. USE AN ERASER TO MAKE MARK ON PANELS SHOWING WHERE PURLINS ARE LOCATED (DO NOT USE PENCIL). FILE COPY' #9x1"S.S.I.D. SCREWS W/ WASHERS USED TO STITCH THE LAP RIBS BETWEEN THE PURLINS #9xl" S.S.I.D. SCREW W/WASHER INTO EACH PURLIN (CENTERED BETWEEN HI -RIB AND FIRST MINOR RIB) STITCHED ROOF STEEL ATTACHMENT DETAIL SCALE: 1 /2" = V-0" (V-0" OVERHANGS) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO HEAD FLASHING WIlQ4 7/16" OSB PANEL DOOR SLAB WALK DOOR SECTION OFFICE.' TALLAHASSEE, FL - JOB NO. 143-024668 Lu L uj N Lu m _Q J J o_ N w w OZ r w Z CD O 2 a V z � G�•O v t' 1 1 1 M 0 L-u ¢O O ILJ DRAWNBY.- MOSIER DATE.• 1 1 /27/2012 CHECKED BY: V. DEVERA DATE: 11 /29/ 12 REVISED DATE.' ---- REVISED DATE REVISED R DATE.• ---- DAT�II Iiioil 3A N� '• cr OSri>0• Ir6\ra°r , RONALD L. SUTTON, P.E. REG, # 34487 .40 SCALE: AS NOTED SHEET NO. S10OFS12 TOP CHORD OF END RAFTER ASSEMBLY 7/ 16" OSB 2x4 NAILERS EXTRA NAILERS ADDED BETWEEN STD. NAILERS (MAX. SPACE TO BE 24") 7116" OSB SHEARWALL ELEVATION SCALE: 1 /2" = V-0" LOWER CHORD OF END RAFTER ASSEMBLY 2x6 VERTICAL BLOCKS @ COLUMN BETWEEN NAILERS PERIMETER OF OSB SHEETS NAILED W/1-3/4" RING SHANK re COIL GUN NAILS SPACED 3" O.C. OSB NAILED TO INTERMEDIATE SUPPORTS W/1-3/4" RING SHANK ®o COIL GUN NAILS SPACED 6" O.C. LAMINATED COLUMN 5/4x6 NAILER (IF PROTECTIVE LINER IS INCLUDED) 2x8 TREATED BASEBOARD 2x6 BLOCK BETWEEN NAILERS NAILED TO COLUMN W/20d GUN NAILS. NAILED 3" O.C. LAMINATED COLUMN 2x4 NAILERS 7/16" OSB LAMINATED COLUMN OSB SHEARWALL DETAIL SCALE: 1 /2" = l'-0" THIII PLANS AND ALL PROPOSED WORK ARE BUBJECT TO ANY CORREC11ONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO OOW WIT" A4AFA41649f014 OFFICE: TALLAHASSEE, FL JOB NO. 143-024668 0 U IT o6 N 0 w w <m< O G M Z rl w V Z O a Z� P W O LLJ a za u Q O WC W V) V) W <00 Q J J C, i DRAWN BY: MOSIER DATE: 1 1 /27/2012 CHECKED BY., V. DEVERA DATE: 1 1 /29/ 12 REVISED DATE: ---- REVISED DATE.' - REVISED DATE ---- REVISED DA �„ fop„-�� 0 X RONALD L. SUTTON, P.E. REG.# 34487 SCALE: AS NOTED SHEET NO. Sl IOFSl2 ROOF STRUCTURE FASTENING SCHEDULE 1 T#5 RIDGE CAP #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ EVERY HI -RIB (1'-0" o.c.) 2 RIDGE BASE TRIM TO 2x4 PURLINS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" o.c.) 3 HI -RIB STEEL STITCHING #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS IN LAP RIBS BETWEEN PURLINS 4 HI -RIB STEEL TO 2X4 PURLINS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" o.c.) 5 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1"TRU-GRIP SCREWS 6 2x4 PURLINS TO TRUSS HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE -DRILLED HOLE 7 36' STRAIGHT CHORD TRUSS TO COLUMN (2) 1 /2" x 5 1 /2" M.BOLTS & (4) 0.177" x 4" (20d) RING SHANK NAILS WALL FRAMING FASTENING SCHEDULE 8 COLUMN STILT (14 GA.) TO COLUMN (12) 0.148" x 2" (6d) STAINLESS STEEL RING SHANK NAILS 9 81 M BASE ANCHOR TO COLUMN 0.177' x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR 10 2x8 SPLASHBOARD TO COLUMN TI A GALVANIZED A x 4" (20d) RING SHANK GALVANIZED NAILS 9 STANDA=_ CONNECTION 11 2x6 NOTCHED NAILER TO COLUMN (4) 0.148" x 3-1/2" (20d) FAILS @ SPLICE/ (4) 0.148" x 3-1/2" (20d) NAILS @ STANDARD CONNECTION 12 7/16" OSB TO SPLASHBOARD & NOTCHED NAILER 0.099" x 1-1 /4" ASBESTOS SIDING NAILS 13 2x6 NAILER TO COLUMN (4) 0.148" x 3-1/2" (20d) RING SHANK NAILS @ SPLICE/ (4) 0.148" x 3-1/2" (20d) RING SHANK NAILS @ STANDARD CONNECTION 14 END RAFTER ASSEMBLY TO-2x6 END COLUMN EXTENSIONS (4) 0.177" x 4" (20d) RIND SHANK NAILS 15 2x4 PURLIN TO END RAFTER ASSEMBLY HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE -DRILLED HOLE 16 HI -RIB STEEL TO NAILERS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" o.c.) 17 SOFFIT TO WALL INSERTED IN PRE -FORMED SLOT IN SOFFIT/HI-RIB CAP 18 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE sQ 7/16" OSB SHEARWALL - 19 OSB TO PERIMETER BLOCKS/ FRAMING 0.1 13" xl-3/4" RING SHANK COIL NAILS @ 3" o.c. 20 OSB TO INTERMEDIATE FRAMING 0.1 13" xl-3/4" RING SHARK COIL NAILS @ 6" o.c. 21 BLOCKS TO COLUMNS 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS @ 3" o.c. (SCREWED ROOF STEEL C._'lPOLA FASTENING) 22 CUPOLA CAP TO CUPOLA ROOF (4) 1/4"x 1" PLATED MACHINE BOLTS AND LOCK WASHERS 23 CUPOLA ROOF TO CUPOLA SIDES PRE -FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x I" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS 24 CUPOLA SIDES TO CUPOLA BASE FRAME #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (16) TOTAL 25 CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8" GUN NAILS @ 6" o.G. 26 OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148" x 3-1/2" (16d) RIND SHANK NAILS @ ' O.C. 27 TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS 1 /4" x 4-1/2" LAG SCREW W/ 1 /4" FLAT WASHER AT EVERY HI -RIB (1'-0" o.c.) 28 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2) 0.135" x 1-1 /2" RING SHANK NAILS 29 FRAMING CLIPS TO PURLINS (2) 0.135" x 1-1 /2" RING SHANK NAILS IN SIDE OF PURLIN AND (2) 0.135" x 1-1 /2" RING SHANK NAILS IN TOP OF PURLIN PORCH FASTENING SCHEDULE 30 & PORCH FRAME TO PORCH COLUMN (1) 1 /2"1 1 /2" MACHINE DOLT & (6) 0.177' x 4" (20d) RING SHANK NAILS 31 2x6 PURLIN CLIPS TO PORCH FRAME (1) 0.135" x 1 1 /2" RING SHANK NAIL IN EACH TOP TAB OF CLIPS & (1) 0.135" x 1 1 /2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS 32 USP JH2O ADJUSTABLE JOIST HANGER TO HEADER (2) #9xl 1 /2" TRU-GRIPS SCREWS & (12) 0.131"x 1 1 /2" TC POSITIVE PLACEMENT GUN NAILS 33 USP JH2O ADJUSTABLE JOIST HANGER TO PORCH FRAME (6) 0.148" x 2-7/8" (1 Od) GALVANIZED POLE NAIL 34 USP MPAI FRAMING CLIP TO 2x4 NAILER (6) #9 x 1 1 /2" TRU-GRIP SCREWS 35 USP MPAI FRAMING CLIP TO PORCH FRAME (6) #9 x 1 1 /2" TRU-GRIP SCREWS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY It NECESSARY IN ORDER TO �IIMIM� NN'ffI Aklr,lN�I!kk1� OOR OFFICE.' TALLAHASSEE, FIL ~ . JOB NO.;_F 143-024668' Ln a w m Z W .. ( 0x sf a �a <w L w W `DO Q J J C M W g Lu Z� J L_LJ O �- O cf 2 X O m O O L1J = Lu w a. Lt ! 1 g LL DRAWNSY: 77-1 MOSIER DATE: 1 1 /27/2012 CHECKED BY: V. DEVERA DATE: 1 1 /29/ 12 REVISED DATE.' ---- REVISED DATE' ---- REVISED DATE: ---- REVI---- El RONALD L. SUTTON, P.E1 REG. # 34487 SCALE:AS NOTED SHEET NO. S120FS12