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HomeMy WebLinkAboutBUILDING PLANSt LEFT SIDE ELEVATION i FRONT ELEVATION CO CEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD AC CONDENSER TO BE INSTALLED ON WOOD DECK ABOVE FLOOD PLAIN WITH REMOVABLE RAILINGS FOR SERVICE mywobo=wmnww. IMEMA +RT�1�1AINE 1mm THESE PLANS AND ALL PROPOSED WORK I ARE SUBJECT TO ANY CORFECTIONS 'REQUIRED BY FIELD INSPECTDRS THAT OMAY BE NECESSARY IN ORDEj TO 1 :COMPLY WITH ALL AP P L. GABLE CODES.: THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FDLLOWING. INTERNAL WIND PRESSURE (Int.) WINDBORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING (Int.) PORCH JA I 63 3' 0" -+- 5' 7' 6 e C FD I�430' 8 1/4" '1/ I I Y" ��4, 12" 6 3/4" 4. 11" 67 1/2" 12' 3 12' 10, It 3/4^ V 0 1/4" � F r - j- 14' 1 314" 3'1I/•1 TO 3/4" 1 O 4 1/2"� F LIVING ROOM L 4 I2 0 4 12" DINING ROOM c NOTES: ALL INTERIOR WALL AND CEILING FINISHES SHALL NOT HAVE A FLAME SPREAD INDEX GREATER THAN 200, ✓' M ~ OR A SMOKE DEVELOPED INDEX GREATER THAN 450 AS PER R302.9 Fri ALL INSULATION SHALL NOT HAVE A FLAME SPREAD INDEX V N TREATER THAN 25 OR SMOKE DEVELOPED INDEX GREATER THAN 450 AS PER R302,l0 0 ALL CONCRETE USED IN FOOTERS AND FOUNDATION WALL TO HAVE A COMPRESSIVE STRENGTH OF 3000 PSI A MIN. TERMITE INFESTATION PROBABILITY: VERy HEAW WEATHERING PROBABILITY: NEGLIGIBLE 4 12" Revised: 4'71/4 63/4 7/30, 3 Frrilll V 0 D � AUGUf2013 QLij M WINDOW SCHEDULE 30" x 48" SINGLE HUNG - IMPACT RATED W Q B� 26 12" x 50 5B" SINGLE HUNG. IMPACT RATED CC 37" x 63- SINGLE HUNG - IMPACT RATED - EGRESS ,DD 37" x 38 3/8" SINGLE HUNG - IMPACT RATED E� 24" x 30" SINGLE HUNG - IMPACT RATED - OBSCURE [T1� 26 1/2" x 50 518' FIXED. IMPACT RATED /� W DOOR SCHEDULE O V 3'6"x6'8" EXTERIOR -IMPACT RATED -FRENCH WITH: l- 1' 0" x 6 8" SIDE LITE 2' 6" x 6' 8° INTERIOR - WOOD - PANEL L_lM_I 2' 4" x 6' 8" INTERIOR - WOOD - LOUVER OVER PANEL 2' 0" x 6 8" INTERIOR - WOOD - PANEL rO/� PR-2'0"x68" INTERIOR -WOOD- LOUVER OVER PANEL rw PR - 1' 6" x 6' 8" INTERIOR - WOOD - LOUVER OVER PANEL v l! V ^ 1 O7 2'8"x68" INTERIOR -WOOD -PANEL F..� ` , Z SECOND FLOOR PLAN "^'� .� ® PR - 2' 0" x 3' 0" EXTERIOR - SOLID CORE - FLUSH - CRAWL SPACE 4' 8 3/4" II QH 3' O" x 3' 0" EXTERIOR - SOLID CORE - FLUSH - CRAWLf PACE _ 6 3/4" �_ 16' 6" I 4-1/2" AAA 19' 4" I 1 41' 6 1/4" 4' 12" 4' I2" I 4' 1/2" 4' 10 1/4" IT0" I: 3/4" -6314" 17'61/41/4" 3- 2 x 6 STUDS FOR POST IN WALL TYP. C UP 3- 2 x 4 STUDS OR x4POST BEDROOM IN WALL TYP. LOSETqCLOSET- 2' 0"� C O H,\LL O KITCHEN REF. SINK DW c.D. P' S' 6 3/4" 21'41/" — 30' 2" 38' 9" FIRST FLOOR PLAN PANEL LAUNDRS 7F T 99'' 111/2" I I / 4'81,---*I 4' 1/2" 0 ELECTRIC METER fV 7 / �ED Lucie- ay FIRST FLOOR 788sf SECOND FLOOR 553 PORCH 72 TOTAL 1,413sf File Copy S . LLICIE roL,.N'IT ST1fI.DN' IVLSION REVIEWED FO ; L REVIEWED 8 DATE PLANS AND PEkNflT MT'ST IT. 1: l Y T ON JOB OR NO INSPECTION 1t11.1. HE NIA Dr. DESIGN NOTES: 170 MPH EXPOSURE C RISK CATEGORY: 2 V) P4 CV QU O W r-� c� � a r[77�'l� I-•-� O l� WWW� C14 r^ Vl a SCALE: 1/4" = 1' UNLESS NOTED OTHERWISE 1 0 s k RIGHT SIDE ELEVATION 601 011 r SITE PLAN REAR ELEVATION 0 0 M Building Permit ff THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLYWITKALLAPPLICABLECOOFF pFile Copy Planning & Development Services Department . ^ Building & Regulations Division Product Review Affidavit owners Plame yQ V l rf,jg„ Applicant: Product Opening Design Pressures Product Rated Design Proseuro Manufacturer Model Number _ Product Approval Number Glass T e Method of Attachment windows f0•� `�3•S t $D PSF Ili Sd. Skf7o® !! le, /3,! ISI r xzlL ar Mulllons Fixed Glass _ Yo•`�'y3 lr5 g'U PSG n y--� P�r {. r1or. �w%� „�l�i3.lg— r 131•rx ,l" �vd�l Block Glass _ Sid: -9ZPS� 7a,na;�cli a� `4`,k- f3-o311.07 ---,oqz X zTS,d,,,r� /Uai _ Sliding Glass Doors S,vinq Type Doors i��-r.Z. f s's'O5�' fjcr d mvr h -tar /o•97S. fQ a *L(19 " Z' ao c e French Doors _Gerago Doors �_ T Hurricane Protection Roof Vor dlatlon Roofing Material 6(,W 1-k !l6Sl.iS �I ScrswS�oDe�k t have reviewed tile above contpollenis or cladding and I ]lave approved their rtse ir: ON ttrnctui e. 'Phesc products provide adequate resistance to the wind loads and forces specified by current code provisions. r Y Pia lire: — HARVEV E. KOEHNEN Signature: _ �1)� �r %7 SCNI Professional Engineer 3281, 7205 Elyse Circle i Design Prof v Cctjt. No. 3Z� Date:7 er (772) 489-3036 fax SCALE: 1/4" = 1' UNLESS NOTED OTHERWISE 0 E eta .......+�-n�••�-.'..-.:._.-.: CONNECTORSCHEDULE TRUSS LD, I BEARING POINT CONNECTOR LD. FASTENERS CONNECTED ELEMENTS ACTUAL UP-LIFT/LOAD ALLOWABLE UP-LIFT/LOAD REMARKS COMMON AO MTS20 14-I0d / 14-10d x 11/2" TRUSS TO TOP PLATE 492 860 COMMON ® HIOA 9-10d x 1 1/2" / 9-I0d x 1 I/2" TRUSS TO TOP PLATE 492 lots HIP -JACK © HCP2 6-10d x 1 112" / 6-10d x 1 1/2" HIP -JACK TO TOP PLATE 184 555 AS NOTED Q HTS20 20-IOd / 24-1 Od x 1 1/2" TRUSS TO TOP PLATE 778 1245 C05G QE LGT2 14-16d Sinkers / 16-16d Sinkers GIRDER TO TOP PLATE 1146 1785 A04G Q LGT3 2646d Sinkers / 12-SDS2.5 GIRDER TO TOP PLATE 2160 2655 2- PLY GIRDER+ I -PLY LEDGER © LUS28 6-I0d / 4-I0d JOIST TO HEADER 1140 HO LUS210-2 8-10d / 6-I0d HEADER TO HEADER 1765 ]O 2- HETA16 8-16d Each GIRDER TO FOUNDATION 3620 JO 2- HETA12 S.S. 7-16d S.S. Each POST TO FOUNDATION 3560 OK LUS26 S.S. 4-10d S.S. / 4-I0d S.S. .JOIST TO HEADER 900 O ABE44 S.S. 6-I0d S.S. / 1/2" x 4" Wedge Anch, S.S. POST TO CONCRETE SLAB 520 ® HD5 1/2" Threaded Rod / 2-3/4" x 6" H.Bolt THREADED ROD TO GIRDER 4945 O MTS 18 14- IOd JOISTS TO GIRDER 1000 TO TIE MAX SYSTEM I Threaded Rod Coupling Nuts & Hex Nuts I FOUNDATION TO TOP PLATE 3636 12" OVERHANG TYP C 0. � U EN fNEERE1 TRUSSE W U A w x N GIRDf R TRUSS ATTIC [U>SSES 4"OVERHANG O 2x8 UO N a a W � r x y K LIMN J N d N N I N m 2 x 6 PT 16" OC MAX CAST 6 x 12 (NOM) POCKS FOUNDATION WALL FOR 3-2x 12 WOOD BEAM 8 SK RT m v.Ly NOTCH TOP OF BEAM TO SOLEPLATE BOTH ENDS a K 3 O M G N N Q a K O O 3 J 3 91 1/4" OPEN FOR TUB DAMN STAIRWELL ROUGH INTERIOR DIMENSIONS a O rl 54 V4" N w m � 3 o N d� k 37" v N EXTERIOR WALL w m y o � �* � m N % N N � .�1 Q N 3 ry F h O U—L-1-1 w L 3 2-2x 2- 1/2" AC CONDENSER TO BE INSTALLED ON WOOD DECK ABOVE FLOOD PLAI WITH REMOVABLE RAILIL FOR SERVICE 7 3/4" RISER MAX SECTION A HANDRAIL GRIP SIZE / 14 x 4 NEWEL POSTS AND AS PER R31 1.7.7.3 (TYP) 2 x 2 BALUSTERS 3 1/8" OC PORCH Wxg T RISERS 34"-38" DS (2- 5/4 x 6 PT) ERS EXISTING CONCRETE SLAB PORCH STAIR DETAIL Ql" 1, 1 /111 — 11 SECTION B 1/2" DRYWALL 2x6 STUD 2nd FLOOR BOTTOM PLATE _- 5 1/2" x 8" BOX BEAM 4- 2 x 6 CUT AND FITTED AS SHOWN {ay h I at FLOOR TOP PLATE 2x6 STUD BOX BEAM DETAIL Scale: 3/4" = 1' AT STAIRWELL NDING: 5' 2" METAL ROOFING AND Ol AC UNDERLAYMENTS AS PER MANUFACTURERS SPECS. ENGINEERED TRUSSES 519" PLYWOOD SHEATHING 2 x 4 SUB -FASCIA A NOTE: ROOF SHEATHING TO BE FASTENED ENGINEERED TRUSSES WITH 8d COMMON RING SHANK NAILS 6" OC HALL BEDROOM I c FIELD IN AND 4" OC AT THE `2 WALLEAND FLOOR SHEATHING TO EES. FASTENED °J WITH 8d COMMON RING SHANK NAILS 6" OC IN THE FIELD AND AT THE EDGES. AC CHASE 2 x 4 STUDS 16" OC WITH 1 l x 2 DRIP 1/2" DRYWALL BOTH SIDES y I xu x 6 FASCIA 5/8" DRYWALL CEILINGS TYP. TYPICAL. FOR INTERIOR PARTITIONS PLYWOOD SOFFIT U BOX BEAM 2 x 8 Jaws [6 oc `o AC CHASE v, STAIRWELL 2- 2 x 4 TOP PLATE R-19 FIBERGLASS AF BEARING WALLS y INSULATION 519" PLYWOOD `D _ 13/8" METAL STUDS SHEATHING N "c ARID TRACK (,25ga) � o 30# FELT VAPOR BARRIER 1/2" DRYWALL CLOSET HALL KITCHEN FIARDI-PLANK LAP SIDING 4- 2 x 12 WOOD GIRDER SECTION C 5/4 x 6 PT DECKING T� 2 x 6 PT JOISTS 16" OC PROVIDE COPPER PAN UNDER THRESHOLD 2 x 8 JOISTS 16" OC THRESHOLD DETAIL AT ENTRY Scale: 3/4" = 1' STAIRWELL BOX AC RETURN FROM EA BOX BEDROOM z CLOSET 1/2" DRYWALL ON UNDERSIDE OF STAIRS AND WALLS FOR FIRE PROTECTION AC ACCESS 22" x 30" BEDROOM I 2 x 9 !1JUST5 16" OC AC CHASE - 1 5/8" 25ga. METALSTUDS 16" O.C. MAX. 518" DRYWALL HALL KITCHEN J 4-2x 12 WOOD GIRDER 16" DIAMETER CONCRETE COLUMN 30" x 30" x 12" ISO FOOTER SECTION D 12 -14 4- 2 x 6 BOX HEADER AT ALL OPENINGS IMPACT RATED WINDOW 2- 2 x 6 SILL AT WINDOW OPENINGS 3- 2 x 8 BEAM AT CRAWL SPACE OPENINGS PEAK OF ROOF: 21' 3" T.O. PLATE: 17' 1 1/2" SECOND FLOOR: TO 1/2" T.O. PLATE: 8' 4 1/2" CRAWL SPACE DOOR STANDING SEAM 3/4" T&G SUB -FLOOR METAL ROOF PLYWOOD SHEATHING GLUE AND NAIL TO JOIST O 2 x 8 .JOISTS 16"OC 2-2x6TOPPLATE 12" OVERHANG (4" ON SOUTH SIDE) 2 x 6 BOTTOM PLATE R-19 ICYNENE ATTIC INSULATION 2 x 4 HORIZONTAL BLOCKING AT WALL SHEATHING JOINTS (TYP) "TIE MAX" ANCHOR SYSTEM CONTINUOUS FROM COPING BEAM TO TOP PLATE. W O � � N O Q W Revised: 7/30/13 U o W C/)ice �^ O fT . n a � UCn v I V1 � N Z r� 2 x 8 JOISTS 16" OC MIN 2 x 8 JOISTS 16" OC R-19 ICYNENE FLOOR INSULATION 2 X 8 PT SOLE PLATE STUCCO VENEER ON FOUNDATION 8 x 8 COPING BEAM WALL Wa 2- #5 REBAR W N S" CMU N l/-I #3 REBAR 4' OC MAX NOTE: ALL CONCRETE USED IN '^ AT FILLED CELLS ROOTER TO COPING BEAM � 'CI"' CIDM FOOTERS AND FOUNDATION WALL V TO HAVE A COMPRESSIVE STRENGTH OF 3000 PSI RILL BOTTOM COURSE W CONTINOUS FOOTER 24" x 12" WITH 3 #5 REBAR WALL SECTIONS Scale: 1/2" =1' ONE HOUR FIRE RATED WALL ON ZERO LOT LINE SIDE OF BUILDING. (UL DESIGN U309) INTERIOR: 5/8" TYPE "X" DRYWALL FASTENED WITH 6d COATED NAILS 7" OC. EXTERIOR: 5/8" TYPE "X" GYPSUM SHEATHING APPLIED PARALLEL TO STUDS AND FASTENED WITH 1 3/4" GALV. ROOFING NAILS 4" OC AT VERTICAL JOINTS AND 7" OC AT INTERMEDIATE STUDS AND AT TOP AND BOTTOM PLATES. SIDING TO BE ATTACHED THROUGH SHEATING TO STUDS. FIRST FLOOR ELEVATION: 0'0"= TO"N.A.V.D. — T.O. COPING BEAM: -0' 9 1/2" _Existing Concrete Slab Q Front NW Comer of House: 3.06' N.A.V,D. Benchmark at Road: 2.62' N.A.V.D. T.O. BLOCK RECESS: 4 1 1/2" B.O. TOOTER: -5' 1 1/2" W � �— EXISTING 4" CONCRETE SLAB � O 1 A F 4 `- O Fi THESE PLANS AND ALL PROPOSED "P!R . ARE SUBJECT TO ANY CORRECTIONS REOUIRED BY FIELD INSPECTORS THAT Ot MAY BE NECESSARY IN ORDER TO COMPLY WITH, ALL APPLICABLE CODS:`'" SCALE: 1/4" = 1' UNLESS NOTED OTHERWISE 11 A THE MAF\'K/TRUSS LABEL REPRESENTS THE LEFT SIDE OF EACH Tf�USS DRAWING Al 11 ': IAII FLOOR SYSTEM IS BY OTHERS. BRIG. @ 8'-4 1/2" 1WQ1 /All BRG. @ 17'-1 1 /2" CONNECTOR SCHEDULE (Simpson) Date: 5/28/13 Notes: (1) Single Ply Roof Truss to frame connections are with mark'M' unless otherwise noted on layout. (2) 2 Ply Roof Truss to frame connections are with mark'N' unless otherwise noted on layout. (3) Attach MV at each end with mark'X'. (4) Hip Jake to Corners Mark "0". (5) Truss to Truss connectors by Truss Co. Contractor: DAIGLE _ Owner. PURDIN _ Truss Mfgr: Al Layout Date: 5/3113 En r. Date: . TRUO BRRN CITY CONNPT.IEE0 RI FASTENERS CONNECTED ELEMENTS1 UPLIFT CTUAL ULPLOF REMARK -1 N 7 LGT 2 16d Sinkers - (14) to Studs, (16) to Trusses 2 Ply to (2)2x6 Studs. 1146 1785 P 1 VGT 5/8 x 4'1/2' Bolt+ (22) 10d To 2 Ply 2160 3555 4 1 _ _ MGT (22) 10d 2- 2 x 6 Studs 2160 3300 M l H10A (18) 10d x 1- 112 - - Truss to Top Plate 778 1015 0 1 HCP2 MTS12 (12) 10d x 1- 112 _ Hip Jack To Top Plate 375 555 X 1 (14) 10d x t - 112 Truss to Truss <860 860 FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD It is understood that above conditions have been reviewed & are acceptable for the fabrication at trusses, elevations,pitches, overhangs, fascias,c@iling elevations/pitchas, bearing conditions & all detail pertaining to this truss placement plafl. No back charges will be accepted without previous written approval from an A-1 Roof Trusses representative. APPROVED AS NOTED ❑ REVISE & RESUBMIT ❑ APPROVED REVIEWED BY: ❑ REJECTED /16" File Copy 8 ". a- KMVEY E. KUUifnt ?fvfessbDml Engineer PE-3 7205 Elyse CIM1e Port St. Lucie, F 34952-: Fax 1772) i89-%)35 = A=1 ROOF TRUSSES A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1020 http://www. a 1 truss. com THE MARK/TRUSS LABEL REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING FLOOR SYSTEM IS BY OTHERS. LV/1VIIVV a LIVE LOAD o O ~ u DEAD LOAD LIVE LOAD 00 0° u DEAD LOAD TOTAL LOAD )URATION FACT -OF, ROOF IFLOO 20 * WIND LOAD ASCE 7-10 170 MPH CATEGORY I I EXPSOSURE C BLDG CODE FBC - 2010 TPI - 2007 BRIG. @ 8'-4 1/2" HANGER 1 - JUS24 2 - SNP3 HANGER BY OTHERS 30' 81/4" BRG. @ 17'-1 1/2" -Truss I.aYouloRvedg118d & APP FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD DRAWN SAE REV DATE BY DESCRIPTION It is understood that above 1 _* _* conditions have been ❑ APPROVED AS NOTED ❑ REVISE & RESUBMIT -/ -/ reviewed & are acceptable for DATE 05/03/13 2 the fabrication at trusses, -� -� - elevations, pitches, overhangs, * * fascias,ceiling APPROVED SCALE N.T.S. 3 '-�--�-- - elevations/pitches, bearing conditions & all detail 4 pertaining to this tfUss JOB # B43143A placement plan. No back REVIEWED BY: 5 charges will be accepted / without previous written SQ. FT. 6 approval from an A-1 Roof Trusses representative. ❑ REJECTED iiARVeY k. K0 Ptdmtoml Emma Pk•3WA 7205 Elyse Ck* Port st, Luc* k 34952-32:12 hX ntim 4a4-.'i035 =A-1 ROOF TRUSSES A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1020 http://www. a l truss. com