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HomeMy WebLinkAbout REVISION Building Plans/—RC -8 #9 Sc JC -6 5v-Crimp Panel Decking Installation Method Sunlast Metal,, Inc. ",5V Crimp" (26 Gauge) Roof Panel Attached to Wood Deck rofille Drawings 24" Maxin-un,-rNe4 Oavenqge CA "5V Crimp,' Pane I T i I I ew 'apical' Pane: Profile V' Ezastener- _Spadng Across Dana ::Xicfth #10 Hex -He a d Screw with. WS11A/ pace d 12" acfasss the Rzinel Assernbty Profile View Typical Fastaning P*2"ern Across Row stall itior€: Installation Method, (Refer to dlra.wings on Pages 6-7 of this 'ePcft R'G'%�ifspadng- Refer toTable "At' falong: the leng*Uh of the panel) a Fasterersparcing': NomIntel: pat te-rPOf 12'0S. e the 1- D of corru ation peaks) along t h e rovv., across tri se P a n +31 0 f I - &- a t 9 A Rib,inter -lack, Lapped a Minimum fasten*r pe:-,*trat.jon thru luottom of suPp-Oft, 3/16". a For panel corstr,iction ;at the end of panels, refer to manufacturpers instructions and a,.ny site s.p/edfic, designi, TABLE '°A?f METHOD 1: METHOD 2: Design Pressure- 50.S PSF 106.7S PSF Row. Spacing: Fastener Spacmg-. I Ye 12 157,.sta,fll the `5V Crim;t0' roof parsec assembCompla....1ce wltlh the instadatlon mr- hod: listed in this repo;ft and a. pfica.We codie- sections of FRC 2010, The -em is in accardsnce w. h the scope of this evaWation s,epert. Refer to m&.11',ufact firer s instaIati.on ins-truxtiors ,as a si,.pplernerftalol gwde- for attachment. 4efenced Data. 1, TAS :125-40.3 UplIft T est. Hi" !r,dcane Test Lraboraztrery, LLC (F&C Organization #TST '0, 1527.) Report #. 04*12-1017-05, Report Date,- 02/22/045 2. Qu 3 J i b.y, As su r a nrc e By Keystone Ce�-Dffcatior�s, Inc, (OUA -.10:1824) Sunlast Meta� & Sola;:"Anc. Licensee TT 385 3, Engineeflng Ana�ysl.s By CBUCK Engineering 4. Equi-valenoy, of Tr Star, lard. CertilRcatdor- By James. L.. Buckner, P,E, @ C-,BUU-:K* E gi.reering (FBC Orga nization, # ANE 19:1, 6) 5. Certificatior of Independence By.olames L. Bucknf-,rF.E. E. @ CSUCI, ­g"n-eerrig IFRC Oruan,,izatjon # ANE 19:161 Aside Closure -nturi Vent 0 Felt min. 49 x 1-1/211 Screw Inside Closure # 30 Felt min. mil, overhang requires V-crimp Panel at ro Installation Method Sunlast Metal, Inc. (If 5V rim" (24 Gauge) Rwf Pane: Attached Woo d od Deck P P' ]F-ast—,rars- - #10' Y. Heal - 15J32'u qreater Ffj�rrjod,or - 'A',i pUnh Typical Asszmhly lso:metric View TABLE" A" METMOD 1: M. ETHOD 2: Design Pressure: SO..:5 PSF 10-6J5PSF Row acing: FasteSpner Spacv-19.' 12"' E Couipon:ents-Imaterials :(by Manufacturer): Roof Panel: 70 ate ri al --, Thickness.: Pan:ell Width Rib Heeight:� Y! el d St ren g. Corrosion- Resistance. Fastene,r:� Type: sI l ze. Corrosion: Resistan-ce: Standard,.- ipe I U.5v. C .. r] M P Steel 2115gauge (min-) 24' (max.) Coverage 1/2", 40 ksi in. In compl.-Jance w1th.F9C.SecUo;1 1507A1 0. A517 M A-79-2 coated, or 6: ASTM A653 G:90 galvanfized steel Hex -Head Wood Sr-rew 1th WSVIV #10 x 1-1/2" "' Per F9C Sect-ior, 1506.6 and 1.507.4.4 Per ANSVASN4E B18.6.4 Uflderlaytnent.- : : P -P :ro M - r : ofi ng m ain: ij ta ct U r e r s I d el' in es i r, co: R li a n ce Wj t h F BC S ect i on* 150 7A.5 slation(O. Ptf.ion:al)- Type. Rigid. 1915Llation, Boord Thfdkness Properti'es, Densjtl�, 2..25..pcf (Ilb-slift') min. Or Compressive'Strength: 20 psimlin. lns&dation shall comply vifth FBC Section 15,00S. When,: 1.ns-u,::-*J'atj'on. is Incorporated, f&--Aener lenrl"Ith shall confwrm: to pe-inetrate thU ru., bottom :of �spport a m1n.4mi m of C Co. ''6 Dat *P U 41 thro ST REVIF"'k'D FOR C- S )JN BY ANCE DATE PLANS AND�R, IT ST E KEPT 0,1; joli E OR No I-NSPECTION WILL BE THESE PLANS jvN0 �ijppopOSEO Woq� ARE SUBJEr,""Ir TO ANY 0()R)qc U I R E" ID U Y F 11 E, LCO I NS PIL n; r 0 R I T 0 M -APPU0A81.,F' f'*n M F fr 60.00' RTC RICTER 2 // FIN Pi KWO. FLOOR TO BF @) 0-51 /VA 0 I -5z LOT 41, BLOCK "A VERIFY 14 Y OWNER THE AMOUNT OF 8R1PAVERS FOR WX AREA I / / , A'- — — — — — — — — I — — — — — — — — — — — -- LOTS. F = 1780 S. F. AICIS:F FIRST AND SFCOND = 1486 S.F. 6AR46F & FOKER = 252 C. F. TOTAL CONCRETE ON THE GROUND = 917S'. F. = 611X, T9F LOT I A/C COMP 011STAND ,CFE FX7k FLEVA TION FOR LOCATION SITE PLAN_ SC -ALE 1/8":=F-0" U'r-EdGAL DESCRIP TION11 LOT 4, 8LOCKA, 90LIDAKOUY, ACCOR51X6 TO WE PLAT NFREOF AS RECORDED IN PLAT BOOK 14, PA&F 28, OFT9F PUBLIC RFCORDS OFCT LUCIE COUNTY, FLORIDA. o 0" E� W � w C � W O U w � �t 0 z U U Ln 204 Y/ "-; DOOR SCHEDULE SIZE MARK W H THK. TYPE & MAT. MFG. REMARKS A 3'-0" 6'-8" 1-314" RAISED PNLS DEAD BOLT, MTL T S LD. B 2_g 68" 1-314" S.C,R.P.,WD. POCKET C 2-2'-6" 3'-0" 1-3/4" SC. WOOD R. P. D 2'-6" 6'-8" 1-314" SC,R.P.,WD. POCKET F 2'-6" 6'-8" 1-314" N.C. R.P. WOOD F 2'-011 6'-8" 1-318" N.0 R.P. WOOD 61 FOL G 6'-0" 6'-8" - SLIDING GL DOOR LMI N 4'-0" 61_8" 1-318" N.0 R. P. WOOD B/ FOL 1 3'-0" 6'-8" ALUM FRENCH J 2'-0" 6'-8" 1-3/8" N.0 R.P. WOOD POCKS K 2'-4" 6'-8" 1-3/8" N.0 R. P. WOOD SWING L 2'-0" SEE MFG SEE MFG ALUM / GLASS 7 CATTY SAFETY GL M 2-2' 6" 6' 8'1 1-318" S: C, R. P., WD. POCKS N 2-2'-6" 6'-8" 1-318" WD. POCKET 0 2'-6" 11 1-318" WD. POCKET P 3'-0" 6'-8" ALUM SCREEN DOOR Q 12'-0" 8'-0" ROLL UP STL -1 VERIFYNGT W/DUMBWAITER DOOR REQUIREMENTS GENERAL NOTES 1. S. C, R. P., WD. REFERS TO SOLID CORE, RAISED PANEL, WOOD 2. A// EXTERIOR DOORS ARE TO BE FULLY WEATNERSTRIPPED 3. ALL INTERIOR DOORS ARE TO NAVE A 3" CASING BD. M/N . DOORS ARE TO BE UNDERCUT TO FIT ALL WINUUWS SHALL f b; INS I ALLtU WINDOW SCHEDULE AS DESCRIBED IN PRODUCT CONTROL APPROVALS MARK UNIT SIZE RADIUS DESCRIPTION MANUF. REMARKS W 1 5311 505181 ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 2 3-37" 50 5/8' ALUM SINGLE HUNG LAWSON FLANGE TYPE TINTED GL 3 37 38 3/8i ALUM SINGLE HUNG OBS( GL CA TT- 2 SAFETY GL LAWSON FLANGE TYPE TINTED GL 4 261/2" 63" ALUM SINGLE HUNG OBS( GL. LAWSON FLANGE TYPE TINTED GL 5 531/8' 63 ALUM SINGLE HUNG EGRESS LAWSON FLANGE TYPE TINTED GL 6 37" 63" [AWSON FLANGE TYPE TINTED GL �7) 26114" 26" ALUM SINGLE HUNG OBSC GL CA TT 2 MFTYGL LAWSON FLANGE TYPE TINTED GL NOTE ALL WINDOW ARE TO BE IMPACT GENERAL WINDOW NOTES: NOTE I.- DADE COUNTY APPROVAL CONTRACTOR SNAIL PROVIDE DADE COUNTY PRODUCT APPROVAL . NUMBER BEFORE INSTALLATION NOTE 2: ALL NEW WINDOWS GLAZING NOTE 3: ALL FIXED GLASS SNALL COMPLY WITN SECTION 2405.3 SNALL BE GRAY TINTED NOTE 4; ALL WINDOWS ARE TO BE FULLY WEATt1FRSTRIPPED NOTE 5; NOTE 5, DIMENSIONS IN SCHEDULE ARE EXACT FROM LAWSON WINDOW GLASS DIMENSIONS' ALUM WINDOWS FLANGE TYPE SIZE AND COORDINATE THE MASONRY OPENING NOTE 6; ALL WINDOW RUCKS ARE TO BE 14 W1T141/4" x3-1/2" TAPCON SCREWS SEE PRODUCT APPROVAL FOR LOCAT/ON NOTE 7,• SUBMIT SNOT' DWGS TO ENGINEER FOR APPROVAL BEFORE FABRICATION OR INSTALLATION 1/2" SMOO TN STUCCO FINISH ! ONCRETF COLUMN. SEE MUCT. DWGS. FOR DETAIL ALUMINUM GARAGE DOOR DADE COUNTYAPPROVEO 1 x 2 P. T. WOOD TRIM, PRIMED, CAULKED AND PAINTED 2 x 8 P. T. WOOD BUCK ANCHORED TO COLUMN AND BEAM ABOVE W /TN 5/8 0 AND 6" LONG ANCHOR BOLTS AT 16" 0. C., AND 6" FROM EDGES. GARAGE DOOR JAMB DETAIL SCALE 1 1/2" = 1'-0" �o n / / / / STAIR DATA AT ENTRY FROM FOYER TO FIRST FLOOR 5RISERS @ 7 3/4" EA 4 TREADS @ 10" EA FROM FIRST FLOOR TO SECOND FLOOR 16 RISERS AT 7.3116" EA 15 TREADS AT 10" EA RAILING DATA 34" NGT RAILING ON TREADS 36" ACT ON LANDING & BALCONY RAILING ARE TO BE DESIGNED TO RESIST A LOAD OF 200# APPLIED NORIZ OR VERT, PICKETS ARE TORE SPACED TO RESIST AN OBJECT W/AMAX 0OF4" GENERAL NOTE ALL MATERALS BELOW FLOOD LEVEL @ 7'-0" SHALL ADHERE TO R-322.1.8 TO BE FLOOD RESISTANT ALL CERAMIC TILE FLOOR FINISHES TO COMPLY W/ FLA RES 2010 R 702.4 ON WALLS SEPERATING TNF GARAGE FROM A/C SPACE PROVIDE A 5/8' TYPE " X " GYP WALL BD 10. FIRERATED SECOND FLOOR PLAN Y4'll I -o" WRITTEN DIMENSIONS GOVERN. CONTRACTOR SHALL VERIFYALI DIMENSIONS . IN TNF EVENT OF A CONFLICT THE A/F SNALL BE NOTIFIED BEFORE PROCEEDING W/ WORK 1O FIRST FLOOR PL y4"=1'- WRITTFN DIMENSIONS GOVERN. CONTRACTOR SNALL VERIFY TNF EVENT OF A CONFLICT TNF A/F SNALL BE NOTIFIED BEF / G / GROUND IS 917 S F. 16'�l 8" = 200 SQ IN 'L CKS WE ARE PROVIDING 5 7000 VENT 1540-520 STAINLESS STL. KEYNOTES NOTE (AS PER R302.6 ) PROVIDE %" DU-ROK ON ALL WD FRAME PARTITIONS SEPFRATING GARAGE FROM MAIN LIVING AREA. FROM TOP OF FIRST FLOOR TRUSS DOWN & TYPE " X " FROM TOP OF FIRST FLOOR TRUSS UP R-11 INSULATION FOR 4" PARTITION R-11 INSULATION FOR 6" PARTITION 42" NGT. COUNTERTOP ELECTR/CA�PNLS. / FLECFICAL PNL. Mmlq(p 80TT OF PANEL 7--0" NGVD 4/C COMP ON ALUM FRAME ABOVE SEE ELEVATION FOR NGT. 4" DIA RIGID DUCT FOR DRYER TO RUN TNRU FLOOR TRUSSES AND MOUNT TO SIDE OF HOUSE ® 34" NGT RAILING ON TREADS MTL TFIRESI/OLD MIRROR �1 f-I.W.lI TO BE ON RAISED PLAT FORM TO ELEV 7' -0" NAVO ® FLOOD VENT FILLED CELL W/ 1 #5 VERT FILLED W/ CONC via vES RANGE / OVEN W/ MICROWAVE ABOVE & EXHAUST FAN REFRIGERATOR DBL SINK W/ DISP ® LINE OF A/C CHASE ABOVE 4" NGT. TILED CURB ® TABLE GOLF CART © OMIT © 16" WIDE COUNTERTOP OPEN UiviDER ® ROD & SHELF 2� LINE OF A/C CHASE BELOW 2� OMIT © INTERIOR RIDGE ® 22" X 96" ATTIC SCUTTLE ® 36" NGT. RAILING ® PEDESTAL SINK �1 STACKED WASHER DRYER W � M O M N W A � � w H �I N (V WW C05 'o O z N � W W W o ^.� FBI M a w� 0o M ti N a � a Q O w W o� U� � O W� � Q� Q �Ao � O �/• W U W U a H ti N COL DETAIL Y4vt=1 t-on -= I]-/)Il ALUM DOWN SPOUT MTL ROOF LIM I ILI, REAR ELEVATION MAX NGT REQ'MT OF ROOF a=3i-ou 3 TOP Oft 80,1VZ> SEAM F 6" WIDE STUCCO SAND ( rYP. ) 8" LIGHT TEXT MUC 0 ( TY ) 0 ai SECOND FLOOR FIN PLYWD o h ✓C COL. 12" NGT. KEY ONE rCCO ID TRIM 1 FlN PLYWD FIRST FLOOR NA09 + 8'-5" 1VAVD + 7 0 14 VI +48.2 -63.3 MTL ROOF ALUM GUTTER a=3' 0° +48.2 -63.3 %4"=1'-o rr LUD "XT9r I T 7T A T A 9rY"-%T Y411=19-011 COIVC COL W1 RAISED STUCCO 84SE AND CAP. SEE OFT THIS SNT. M O 00 M N MTL ROOF ALUM 6UTTER �+ N � •r r r rr- N CO/VC LINTEL BEAM ` CIA 36" NGT. ALUM RAILING OPEN. CONC COL W/ RAISED O STUCCO 8ASE AND CAP. SEE DIET THIS SNT. N W Zj o a M � a LIGHT TEXT STUCCO +46.2 ' �\ a w o0 M � • ai w N FLOOD VENT +50.0 � ,. _ _ Ix ALUM &UTTER RIGHT SIDE ELEVATION Y4vv=1v-On MTL ROOF +49.0 LIGHT TEXT STUCCO ALUM. DOWNSPOUT 1-0 il DIRECT DOWNSPOUT TO DRAIN TO THE SIDE LEFT SIDE ELEVATION Y411=19-011 FLOOD VENT a=3'-0" �n I-�-i H-i O}} h4 o� va � o w� A4 zA o ,�/• w O U W U 1.4 E-+ 12" NGT. KEYSTONE #`VII;•, +42.6 -46.9 ESP ALUM SCREEN ENCLOSURE W1 A NO SEE UM SCREEN I Z t •�4 � O 0 W A N O r END OD TR, 1 x WOOD BL 5" KSTYLE ALUM GUTT TYP 2,6 8 WOOD FAS STUc SS O.H. SECTION *EAST SIDE SCALE 3/4"=1'-0" SEE SLIT A-7 I ICEYNENE FOAM INSULATION R-20 14" DEEP WOOD TRUSSES GIRDER TRUSS 18" DEEP WD TRUSSES FOAM INSUL,4VI R-20 OPEN 14 4 �.yY 41 G 4 9 SECTION "B " 3/4"=1'-0" Z 0 0 �i ICEYNENE FOAM INSULATION R22 8FI6181T CONC LINTEL BEAM PREFAB WOOD TRUSSES @ 24" O.C. a' LIGHT TEXT STUCCO FIN ON FELT BACKED RIB LATH ON V COX PLYWD GALVALUME 5 V CRIMP MTL. ROOFING ON PEEL AND STICK FELT TIN TAGGED TO 518" CDX. PLYWOOD SNTG. NOA FL 14520-RI SIMPSON META 12 W/ TSS STRAP EA TRUSS 14 P. T. WOOD FIRESTOP GALV. MTL ON AT. ]a WD NAILER 2x8 WOOD FASCIA VINYL SOFFIT #5 IN CONC FILLED CELL BEND 18" E. W IN BOND BEAM AT CORNERS SEE PLAN FOR SPACING 1'-0" SYNTHETIC 518" LIGHT TEXT STUCCO - 36" NGT. ALUM RAILING PICKETS @ 4 0. C. TO BE MTD TO OUTSIDE OF BEAM 1 #5 36" BAR DlA" LAP BENT 12" IN BOND BEAM BELOW TREY WOOD COMPOSITE LUMBER FLOOR - ON FULL FULL MORTAR BED ON BUILT UP ROOFING ON 1- 90# SLATE 14"R4ISED STUCCO BAND NOT MOPPED TO 15# FELT NAILED TO FORMES OUT OF STUCCO 314' CDX PLYWD BEADS 2-2 x 6 WO LEDGER W/ 5111 x WEDGE 801 TS a@ 24" 0. C. STAGGERED T & B W/ 2 ^' EA SIDE OF FLR, GIRDER FLOOR TO BE @ +7'-0" NAVD FIN 1SLA8 TO BE @ + 4'-0" 11 LGUM36-3-S0,SSIMPSON GIRDER TRUSS HANGER FOR 3 PLY GIRDER W/ 4-3/g" x 4" EMBED TITEN ND ANCHORS 2 COURCES OF 8" x 8" BOND BEAM W/ 1 #5 CONT 1N EA ONE TOTAL OF 2 8" CONCRETE MASONRY UNIT. W/ TYPE M MORTAR W/ # 9 6A LADDER TYPE AORIZ. REINF. EVERY OTHER COURSE GENFRAL No rE ALL IVATERALS BELOW FLOOD LEVEL @ 7-O" SHALL ADHERE TO R-322.1.8 TO BE FLOOD RESISTANT 1 #5 96" BAR DIA" LAP 8ENT 12" IN FTG, 2 COURCES OF 8" x 8" BOND BEAM W/ 1 #5 CONT IN EA ONE TOTAL OF 2 Z 0 WOOD TRIX�F,S AT 24" C/C. PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION ICEYNENE FOAM INSULATION R-21 25.95' 1.5 ON12 5/8" DRYWALL TO TO R 702.3.1 8" x 8" PRECAST CONC BOND BEAM W/ 2 #6 = .125 SO..INCNES (2#5 BEND BARS 30 LONG AT ALL CORNERS) 1/2" DRYWALL ON 1 x 2 P. T WD. FURRINGS AT 16" C/C INSUL R= 4.0 DRYWALL TO CONFORM R702.3.1 0 8" CONCRETE MASONRY UNIT °o W/ TYPE M MORTAR W/ # 9 6A LADDER TYPE NORIZ. REINF. EVERY OTHER COURSE TYPICAL WOOD FIRE STOP 5114"" NGT. WOOD BASE BOARD. BY EAST COAST MOULDINGS NTS-20 STRAP (72) 10d NAILIS INTO TRUSS 3/4' PLYWD GLUED AND NAILED 1 .95' NAVD. FIN PLYWD WEDGE 80I TS n 9.d" n. C. STAGGERED T & 8 W/ 2 EA SIDE OF FLR. GIRDER @ EA END �- 5/8" DRYWALL TO CONFORM TO R 702.3.1 18" DEEP PREFABRICATED WOOD TRUSS @ 2 4" 0. C. SU8MlT SHOP DWGS TO ENGINEER BEFORE FA BRICATION 112" DRYWALL ON 1 x 2 P. T. WD. FURRINGS AT 6" C/C W/FOIL INSUL R= 4.0 DRYWALL TO CONFORM R702.3.1 SMOKE -DEVELOPED INDEX. WALL AND CEILING FINISHES SHALL NAVE A SMOKE- DEVELOPED INDEX OF NOT GREATS _ rNAN 450. ^� 1 FLAME SPREAD INDEX. WALL AND CEILING FINISHES SHALL NAVE A F SPREAD INDEX OF NOT GREATER THAN 200. TYPICAL WOOD FIRE STOP 5114 "' NGT WOOD BASE BOARD. BY EAST COAST MOULDINGS 11TS-20 STRAP (72) IOd NAILIS INTO TRUSS 314' PLYWD GLUED AND NAILED ICEYNENE FOAM INSULATION R-: 41' NAVO. TO TOP CHORD M o M 110 N A w H V � N N N � W w E-+ w� o ^.� a w� o ^, o C:)h� u� � W� Q� Q �Ao � W W U v) WEDGE BOLTS @ 24" 0. C. v;Y STAGGERED T & B W/ 2 FLOOD ZONE AE-7.0' EA SIDE OF FLR. GIR - N 12" DEEP PRESSURE TREATRED PREFABRICATED WOOD TRUSS @ 24" 0. C. ,141 4{ SUBMIT SHOP DWGS TO ARCHITECT BEFORE FA6 RICATION 4" CONC. SLAB W/ 6" X 6" - W 1.4X W 1.4 ON WELL COMP. FILL ti OVER 6 MILL VAPOR BARRIER 30" AT PERIMETE d 5.68' NAVD. Y� O WELL COMPACTED, CLEAN NOIIINIC r--� FILL. TYPICAL SECTION SCALE 314"=1'-0" 16" x 24" CONC FTG. W/ 3 #5 CONT. ��W00 0 0