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HomeMy WebLinkAboutPLANSIIU X I T I N G B U I L D I N G R F M A I N 2:.Nii {2 TO/ ,I� E M � ID i ELEV/470il SCALE: 1/4" = 1'-0" 1IIIICe III'Ca �u CTURE'RWSEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE (Int.) WINDBORNE DEBRIS PROTECTION (Intl IMPACT RESISTANCE GLAZING n •) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS FILE` " REQUIRED BY FIELD INSPECTORS THAT ;; MAY BE NECESSARY -IN ORDq TO; COMPLY WITH ALLAPPLICABLE CODES.`. o L-01L I of 34 'oC 0101,1 St. Lucfi Go. F' Bate 1;' //9s/? railing to remain xisting stairs to remain LNaL T10N LEFT ELEV�470N SCALE: 1/4" 1 3CALE: I/4" SCABN1NED St, Lucie County 1301 FLOOR PL,4N SCOPE OF WORK: REPLACE EXISTING WINDOWS AND DOORS AS SHOWN. - REPAIR ALL ROTTEN WOOD AS NEEDED IN JAMBS, HEADERS, SILL KNEE WALLS ETC..... - REPAIR FLOOR WATERPROOFING AND DECKING AT EXTERIOR LOADING DOCK. - NO NEW MECHANICAL, ELECTRICAL OR PLUMBING WORKI TO BE DONE Re -hang existing aluminum railing on both sides of stairs. I Existing railing to remain \ 6 Existing deck and stairs to remain EXI,5TING LPADING DOCK SCALE 1/4" = 'I'-0 Contractor to remove existing rotten siding along r ar walls using and replace with New l �.4"HardrPlank Siding face nailed thru plank overlap using the following nail$: Head dia = 0.22" Shank dia = 0.09" Nall Length: 2Y2" long at 14" o.c. with a maximum pressure of -84.3 psf Per FLU 13192.2 over house wrap or 151b felt on 19/32" COX plywood nailed to studs using Od ring shank nails at 4" o.c, at edges and 12" o.c. in Field to studs at 16" o.c. U L Replace existing door Existing R'olumns to rem \ / E> to Existing c to remain Existing stairs to remain Contractor to remove existing rotten decking and replace with new decking and waterproofing. See detail on sheet D-I \ Contractor to provide new aluminum removable guard rail along loading dock. EXIStir LO remain Existin colum to re a!n , O Exlstln wlnd s to re in //E O I Q yj," - LO if`e main T I 'N/G / R ALL NEW STRAPPING, FASTENERS ETC..... SHALL BE STAINLESS STEEL ONLY EXISTING DINING AREA TO REMAIN ExIs ng d0rs to emal A U N T xistl columns to r0401M u I' xisting do s , to remain M AXN PERMITTING INFORMATION ONLY APPLIES TO NEW REPAIR WORK SHOWN ON THESE PLANS PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 2010 Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Speed: 145 mph ultimate Mean Roof Height: " Roof Pitch: III 3 29'- Internal Pressure Coefficient: +O.IB FePLAT"Olii Subjectabihtg to damage from: Weathering: Negligible Termites:Veru Heavu rrlT2E'aH Width of ROOF End Zone: 5'-0" Wind Exposure Classification: D AdJuetment Factor for Exposure Height tieing Allowable Streeb Design and Load Combination per ASGE 1-10 Sectior 2.1 DL+LL; DL+O, WL; O.60L+O.GWL Exp Height Ad2 Factor: 1.40 x Load Combo Factor 0.4 = 0.84 applied below ROOF APPLIES TO THE FLOOR DECK REPAIR AT LOADING DOCK Components t Cladding Wind Pressure (NET) Roof Zone: 1. +28.2/-44.1 psf Roof Zone: 2. +28.2/-18.0 par j Roof Zone: 3. +28.2/-115.2 psf Components t Cladding Wall End Zone Width: 5'-L" Components t Cladding Wind Pressure (NET) Well Zone: 4. see schedules pef Wall Zone: 5. see schedules psf E Components t Cladding Wind Pressure (NET) on Garage Door: N/A pef e Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes GABLE POOP U.S. GABLe POOP PROM THAN 2d1 PITCH 2.42 TO 12:12 PITCH Are Components an Cladding Delis Provided? Yes Minimum Sol Bearing Pressure: 2 500 pe, Presumptive: X Bg Tal psi L-:. Red Zan, 1 p m Poor Zane 2 111111111 - corner Zones This Building Shall Have the Following: wait. Zama, 4 WalENID ZONE Roof Zone 3 APPROVED S14UTTERS: IMPACT GLASS: X NEITHER: Si Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, gliding Daora. Windows a Skylights Opening p ng' Type NOA/FL NUMBER Product model manufacturer G Inns Attachment. method _ TEST Ex tration p Date maxiltum Design Pressure of Approved Teats 1. 11-1031.06 12-0104.03 Fixed Glass I Impact p French Door IPill Series 130 Non -Thermal Series 450 CGI CGI 7 e "CI' gP Type 'A" woad sl2 aood acres, a/ min. 1 '/2" penetrator spaced par testing re4urasomts stated in product approval 1/-V din. tapccns a/ tin. 13/e" penetration to be spaced per product appravel. Contracts ,hell adhere to 9-22-IS + 80.0 PSF _ _- + 63.1 PSF 2• Non -Thermal min. adge M,tances spenfied in Product approval 3. FLU 8g11.8 Fiberglass g FberClasac Therma-Tru a10 x 2.5' uood acreaa verb m:n. 1.25' panrtrsaon tlnd spaced par pr t epproyel. Cyntrpcta shell adheff to + 65.0 PSF_ double door Outswmg nmpa min, adge deteM:es apeahsd in Product approval tapcora e/ min. I I/4' penetration to be _-- _ - PEST Maximum Product NOA/FL Model / Manufacturer Attachment Method Design Dsure NUMBER 11-0831.05 _ _ Series 450 CGI "Sentinel' woad: tl12 wood nggees nin.t I Expi _ t _ 9-22-15 Approved Tests _--_ Mullions + 110.0 PSF - L.M.I. to tote inet•euon spaced per tasting regmremena ,cited m NOA PER NOA over 19/32" CDX plywood nailed G" o.c. ire field Roof 01-0822.10 Self Adhered E(1) Roofing System Polyglass USA Inc. 10-11-12 -112.5 PSF max. and 4" c.c. . on edges with Sd common nails I Install hardi-plank siding nailed to 2" x studs at max. Siding FLU 13192.2 Hardi-Soffit James Hardie Products 14' o.c, with 2.5" long x 0.09'. shank dia. x 0.22' HO _• ring shank nails at It o.c. field and edges IAW product approval and manufacturers real. over 19F32" plgaood - 84.3 PSF _ Install hill soffit nailed to 2" x 4" soffit framin at max. Soffit FLU 13265.1 Hardr Soffl James Hardie Products 24' o.c. with 1.5" Ion x 0.083" shank dia. x 0181" h1D ring shank nails at 8 c.c. field and edges IAW product lit - approval end manufacturers real. - 83.0 aF - " --- Hurricane Panels ALL Product Testing bit: Miami -Dade County Building Code Compliance Office / Product Control Division tl7have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) columns n Contractor to remove existing rotten siding along mar walls using and replace with New l /�"Hard)-Plank Siding race nailed thru plank overlapp using the following nails: Head dia,= O.a2" Shank dia = 0,09" Nall Length: 2Y2" long at 14" o.c. with a maximum pressure or -84.3 psf Per FLu 131912 over house wrap or 151b felt on 19/32" COX plywood nailed to studs using IOd ring shank nails at 4" o.c. at edges and 12" o.c. in field to studs at 14" o.c. E Sting Ind©wS ttlo re M,61n - U U O Replace existing doors and sldelltes O j columns to Tema to remain Sc h& d u I WIND PRESSURE Mark Size Window Description ZONE 4 ZONE 5 I. 5'-2" x 8'-0" FIXED IMPACT GLASS +41.0/-51.0 psf +41.0/-42.0 psf 2. 3'-8" x 8'-0" FIXED IMPACT GLASS +41.0/-51.0 psf +41.0/-62.0 psf 3, 5'-4" x 8'-0" FIXED IMPACT GLASS +41.0/-51.0 psf +41.0/-62.0 psf 4. 1 2'-4" x 8'-0" FIXED IMPACT GLASS - Field Verify +49.0/-53.0 psf +49.0/-66.0 psf 5, 10'-4" x 2'-0" FIXED IMPACT GLASS TRANSOM - field verify +41.0/-51.0 psf +41.0/-62.0 psf 6, 3'-0" x 2'-0" FIXED IMPACT GLASS TRANSOM- field verify +49.0/-53.0 psF +49.0/-66.0 psF - ALL Window frames to match existing. Windows to be alurrunum with tint to match existing. No insulation. Mull bars provided by Manufacturer. See product approval FILE C(:9, - ALL windows to withstand Pressures stated In PermitY Information Box on these plans. - ALL windows to be saftey glass. - verify all masonry/rough opening sizes prior to ordering windows, �---�� Door 1..1i O o r Schedule WIND PRESSURE Mark Size Door Description ZONE 4 ZONE 5 A 3'-0" X 8'-0" SINGLE LITE FRENCH +41.0/-51.0 psf +41.0/-62.0 psF B 6'-O" X 8'-0" SINGLE LITE FRENCH +41.0/-51.0 psF +41.0/-62.0 psF C 6'-0" X 8'-0" FIBERGLASS FLUSH DOORS +41.0/-51.0 psf +41.0/-42.0 psf - ALL exterior doors do withstand pressures stated in permit Information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. - ALL Glass in doors to be Safteu glass Braden lt Braden AIAt, PA ' RERAIR FOR: Date Drawn : Revisions Architects - Planners - 1-21-13 411 S.E. Coconut Avenue BE INTROS RESTURIA�� Drawn by: Tel (�l2) 281-8258 C.C.U. Fax : (172) 28-T-8283 -mail: bradenaiaacomcast.net Stuart. FL 349% UAAC000032 I0900 State Road AIA, Jensen Beach, FL 34Q5� Chec!:ed by: p• •g• Sheet Comm u OF ADJUST EXISTING OPENINGS TO ROUGH OPENINGS REQ BY MANUFACTURER Existing double top plate — strap header to top plate using Simpson LSTA 12 at 24" o.c. with (8) IOd nails each strap — Existing header to remain Provide Simpson LSTA 18 as shown II III '1`-- d news ' ' to duce III 'op opening sizeasneeded for news window III III II III Existing studs to remain or posts to remain II III II III III strap stud to plate using III impson SP8 III add new 2" x 8" pt bottom plate and jack _ L studs at IL o.c. under new windows Existing decking to remain Existing beam to remain Screw 2" x 8" PT plate to existing beam using using 5/8" x 8" lag screws at 32" o.c. with 2" washer at each screw I�CdUGc:U Op�nir�ly SiLC %1t IwindC'L'uS Scale: I/2" = 1'=0" ALL NEW STRAPPING, FASTENERS ETC..... SHALL BE STAINLESS STEEL ONLY Existing drip edge to remain Repair as needed if damaged Contractor to remove existing rotten siding along r ar walls using and replace with New 1 �,i"Hardi-Plank Siding face nailed thru plank overlap using the following nails: Head dia - 0.22" Shank dia - 0.09" Nail Length: 2Y2" long at 11" o.c. with a maximum pressure of -84.3 psf Per FLU 13192.2 over house wrap or 151b felt on 19/32" COX plywood nailed to studs using IOd ring shank nails at 6" o.c. at edges and 12" o.c. in field to studs at 16" O.C. Frevide new Hardi-Plank trim to match existin ALL NEW STRAPPING, FASTENERS ETC..... SHALL BE STAINLESS STEEL ONLY Window - see schedule Provide new Hardi-Plank trim to match existing. Provide (2) 2" x 8" sill plate for new window attachment _ --- Strap plate to studs using simpson SP8 using (L) IOd x 1.5' nails in each strap Screw bottom plate to existing beam using_ i dia. x 8" lag bolts with 2" washer at 32" o.c. Provide owner specified non -slip the over elastomeric thin -set over two layers of Ping peel and stick self adhered roofing installed per FL 12-0110.04 Provide new drip edge Corrosion resistant Existing dock to remain repair decking as neede Existing post to remain Contractor to remove existing rotten siding along rear walls using and replace with New 1 "Hardi-Plank Sid"na Face nailed thru plank overlapusing the following nails: Head dia - 0.22' Shank dia = 0,09" Nail Length: 2y2" long at It" o.c. with a maximum pressure or -84.3 psf Per FLU 13192.2 over house wrap or 151b felt on 19/32" COX plywood nailed to studs using 10d ring shank nails at 6" o.c. at edges and 12" o.c. in field to studs at 16" o.c. Repair siding as needed Extend waterproofing eda N up behind siding and EXISTING provide ntw Frashing Existing wall to remain Existing decking to remain Existing joists to remain I Existing stud wall to remain; -i field' verify exact width. i Strap studs to plate using 6imp'son H2•.5A Bolt bottom plate to conar,'olte using 1/2" dia. exp anchor at 32,1o.c, it i.: r Existing slab- to remain IV ' {l Section at Loading Dock ALL NEW STRAPPING, FASTENERS ETC..... SHALL BE STAINLESS STEEL ONLY Existing roof, framing, and skylights to remain Existing framing to remain - repair as needed Existing beam to remain - repair as needed if rotten Remove existing windows and replace with new replace all trim and sills as needed for new window install Existing siii waii to remain I cpali i Ottei-, W, ow eacStrap double top plate to as needed - replace existing insulation with R-19 as needed SPhstraps. stud u51Adjust n t strap size to match si Existing floor joists, flooring and decking air as needed sec studs - see wall to remain - repair sections for applicable and stud spacing 2"x blocking as req. E Florida Building Code Existing beam to remain - repair as needed Residential. Bolts - see wall.secti for size and spacings. Existing pilings to remain Strap PT bottom plat each stud using Simps� SP straps. Adjust t strap size to match s Tt�plcal Section a Fear UJlndow ��pair SCALE': I/2" = 1'-0" Hardi plank siding see elevations for notes windowRitu 2" x 8" stud wall two studs under header two on outside Hardi plank window trim see elevations for noteshard) at sill material unit dow to opening framing ;turers product approval ALL NEW STRAPPING, FASTENERS ETC.....SHALL BE STAINLESS STEEL ONLY Hardi plank i see elevation Hardi plank window trim see elevation for notes Wardl 1 Existing header 4ttach window to opening framing >er manufacturers product approval °ywail reLurri Jndow — verify rough )pening size manufacturer �rble sill rywall Window Header and Sill. detail 5) Frame Wall I Scale I — 1/2" ' 9l '2" COX Plywood fWood \ j! 4' Casing eather Strip exltlg beam to remain I Hardlplank Trim Door stop I At Attach door to wall per product approval y door manufacturer HEAD '' T�,hlclxt rlor Door D�tall it -rl`n�rdlplank Siding icopt" l I \ Hardiplank Trim 1,9/32" COX `< Plywood Sting stud wall to remain T� tti0 x 3" wood scrams -'----Door stop Jamb 12 o.c, vert. into existing studs -- 2"x studs — see section for sizes f/ mote: all doors Drywall wood/ to be prehung wel new rooting steel casing into existing and set in Epoxy Attach door to wall FALL NEW STRAPPING, FASTENERS ETC..... per product approval ISH,\__L BE STAINLESS STEEL ONLY ` by door manufacturer - "i- T Ical �xtcrlor Door D�tall Frame UMI Connection E)&tall- - N T S 1] l� I U \QJ 1 I l I R 0 U S � — U 0 i i �— 1— Ln d- m LL D s v 4 m v in Lu QL Q O O LL — cn ' I�II W (yl CL O J LL(1 N m v �O < �QNN UO 00 00 E �(Laria 00 00 Q pNN # s L V m LL ELL �Q w� L V,V � L 71( Sheet Comm u 13-05 / E.xisti g col cis -Be s, fb ings a roo to remain XISTING O REN Existing columns Beams, footings and roof to remain Flip top bar for access ry / Existing columns Beams, footings and roof to remain BAR SCOPE OF WORK: REPAIR COUNTER TOPS, KNEE WALLS, FLOORING, APPLIANCES DUE TO ROT AND CORROSION. Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows Opening NOA/FL product Model # Manufacturer Glass Type NUMBER & Skylights TEST Maximum Attachment method Expiration Design Pressure Date of Approved Tests I• FLU 1224b_I Rolling shutter h System Nautilus Ex ert Shutter p Service Inc Install per product spaced per product min. edge distances approval and manufacturers recommendations approval. Contractor shall adhere to specified in Product approval + 80.0 PSF — ALL Product Testing by: Miami -Dade County Budding Code Compliance Office / Product Control Division I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Replace existing sink fixtures in existing locations Replace existing counter top with new owner specified granite top Contractor to remove all existing bar walls damaged due to rot and replace with new 2" x b" stud wall - see section Contractor to replace existing appliances due to corrosion/rust. ALL APPLIANCES: SHALL BE RE -INSTALLED IN EXISTING LOCATIONS U51NG -EXISTING ELECTRIC AND PLUMBING. Contractor to install new roll down shutters under existing beam which shall terminate on new counter top. New shutters to be manual with no electric req. New Roll down shutter xlsting beam, roofing, strapping to remain Set granite top in full bed of Red Head anchor adhesive C-6 troweled on to plywood. Screw Plywood counter base to wall using (2) u12 x 2.5" SS screws at 24" Existing columns to remain o.c, and to diagonal bracing using (2) 1�12 x 2.5" wood screws. Replace existing counter top' with new owner specified =o" ma., granite top Replace existing bar appliances Screw bracing to studs using (2) g12 x 2.5" SS Screws 2" x 6" studs at 16" o.c. Brace counter top with finished with 19i 32" CDX plywood 2" x 4"' diagonal brace at 12" o.c. nailed to studs using IOd ring shank nails at b" o.c. at edges and 12" o.c. in field. I"x Pecky Cypress T>1G over Finish wall with owner specified tile. 19/321, CDX plywood nail to studs " IOd nails at b" o.c. on edges 2" x b" PT wood plate screwed to blockingg or existing i2sing and 12" o.c. in field. floor joists through existing decking using (2) #12 x 4.5" Stainless steel deck screws. Strap stud to plates using Simpson SPb at each stud. ALL NEW STRAPPING, FASTENERS ETC..... SHALL BE STAINLESS STEEL ONLY IIIIIIIII II III I II II I I I IIIIIII I� I�IM- IIII= I � III =� I I I1 I I I IIII IIII- 1I I=1 I I I1 I I I I_I ICI-11i1II 1�111 Provide 2"x blocking at 24" o.c. for wall attachment where no joists present below new wall. Screw to existing joists using (2) 412 x 2S" S.S. wood screws. Existing foundation to remain I IIII-1 .IIII -IIII IIII IIII -- 1 I !1- -IIII :IIII till.=IIII-' IIII-=IIII =-IIII=till=IIII ; '_ II IIIIIIIIIIIIII_I�i!iilll��,;1111= � L - copy II,i-III Braden I Braden AIA, PA REPAIR FOR Date Drawn Sheet Comm � Architects - Planners l S.E. Coconut Avenue - F l� T R O S R E S T A U R A N T I-21-13 Drawn by: C.C.U. Tel : (712) 281-8258 — Fax (l12) 281-8283 Checked by: E-mail: bradenaid5comca5t.net Stuart, FL 3499b UAAC000032 10900 State Road AIA, Jensen Beach, FL 34951 D.R.B.