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HomeMy WebLinkAboutREVISION, blgd plans 051312 4 1 SLOPE W-I" T.O.B. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet 12 ' 5/8" thick light textured stucco on typical concrete t block construction O'-O" =Finished Floor 5/8" thick x 8"w cut coral Finished stucco bands LEFT ELE /ATION SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 2L ga. 5v crimp metal roofing attached to plywood deck using 99 x i,5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with I. " ring shank nals spaced 6" o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cut finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands �L��4TIO�l 1�OT \\\ Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end Fops fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet H. O LLI 5/8" thick light textured / stucco on typical concrete block construction REAR ELE\/,4701 Overhangs at I'l unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted ,Any changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. Return ALL Stucco Bands Into UJlndow or Door. 12 SLOPE 4 12 APE Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal 1 o00ing FL #11651.12 26 ga. 5v crimp metal roofng attached to plywood deck using #9 x 1.5" (t pescrews 30wit lbhfeltself underllymentwasher installed with inn. ax 4Paside lapsra d I" en laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 0 o.c. at all laps aid two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12' H File COIDV TERMITE TREATMEIi T REQUIRED ATTACHMENTS ' ERUKRO LM OF THE t'q0JA+1�10R ROOM ALL MANUFACTURES LAB SHOWINQ U FACTORS AND SHGC C MPLIANCE WITH FBC ENERGY CO E MUST REMAIN ON ALL DOORS D WINDOWS UNTIL INSPECTIONS ARE APPROVED "(nESE PLANS AND ALL PR OSED WORK ARE SUBJECT TO ANY CO RECTIONS REQUIRED DY FIELD INSPE TORS THAT :MAY B4 NECESSARY., RDER TO COMPLY.I�ITHLLL APPLIC BLE CODES. t9ol- OSl3 tuCTrrouNTV A11if n"a T I4TS:oN AND PE ART MUST Rf KEPT ON JO IN�SPEC110NIVILLE' 4:�E. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using Bid nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in fi�j d and edges with IOd ring shank galvanized naillnto truss webbing. SLOPE 4 2" rH .O.B.H❑12" -5/8" thick x 8"w cut :❑ ❑ 3 core Finished stucco bands 3 �❑ O El _ 5/8" thick x 8"w cut coral finished stucco bands stucco thick light textured stucco on typical concrete block construction — -----—————————————————————————————————— — — — ——— 0'-0" = Finished Floor Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELE\v/A71CN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord /2" drywall on " x '4' studs at 16" o'c. base -board 11 11 i 2' x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6"x6" #10/10 wwM on 6 mil Visqueen over clean compacted termite treated fill Interior lion —Searing Partition nts Braden t Braden AIA, PA UJW nne Building Corp. Architects — Planners 411 S.E. Coconut Avenue Carlton299 Tel : (772) 287-8258 Fax (712) 281-8283 Spanish Lakes E—mail: bradenaiag comcast.net St. Lucie County Florida Stuart, FL 34994 UAAC000032 5/8" thick x 8"w chit coral finished stucco ba ds -O'-4" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Cede Residential- 5th Edition and ASCE 1-10 for Wind Loading Building Design is; Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Heigh:: II'-p" Roof Pitch: 4:12 Internal Pressure Co-e f is ent: to -is Subjectablitg to damage from: Weathering: Neghgible Termites: Veru Heavu Width of RooF Erd Zone: 3'-f Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.124 ASO desiggn Load Combination; ASCE 1-10 Section 2.4 OL+LL; DL+O.6WL; O.6DL+0.6111L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.4 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20,6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Consdered for Structure? Yes Continuous Load °aO Provided? es Are Components an Cladding Details Provided? Yes Minimum Sal Ball Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __'5_ pill FLOOR DEAD LOAD: l0 sf JOB ,ADDRESS:, G� Lod �0.1 Date Drawn Revisions 12-27—IL 4-4—I1 plan review GARAGE Drawn ll RIGHT c.c.L.I, Checked by: D.R.B. Sheet I OF 5 IP ROOD 2:12 O L:12 PITCH = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Comm # �-301 File Cojp�,,r FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = i'-O" N.T.S. 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding With work. Flange with 4 - expansion bolts into 2. Contractor to STRICTLY enforce ALL OSHA Requirements. slab (3/e"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc.., to have 6„ a minimum 1,400 P.S.I. fiber stress. 2r25. 4. No dissimilar metals to touch. F11 ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ''_° ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to 0 ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix to bottom chord 2'r2' q' 6. Drywall at ceilings shall be leveled and attached 2/2' f t with screws er FBC R7023.5. o ° 7. o cusses p ALL wood in contact with concrete shall be pressure treated. �2" 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. IL Contractor to Provide a 2'-8" wide door at one bathroom for 2y;' 2i/2" handicap accessibility requirements. /21' `.- /11' 12. Lowest finished floor to be set by Governing Building Department 13. surveyor to set in field. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 17. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 0 P.T. Buck nailed to Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen 18. with F.B.C. R316 - see permit info box of code edition Gypsum board material shall conform to ASTM C36, C79, C475, C514, C630, C931 ; C` M, C1002, C1047,C1177, C1178, C1278, C1395, or C1396 and shall be installed Arrnrrlinrl to the following: (FBC R702.3.5) J Drywall Thickness Location Orientation Framing Member Max. spacing p 9 of fasteners Nall si:zln options for g p installation or drywall Into Spacing Maximum wood framing members Nalla Screws h 2" x ryiin. thickness Ceiling Perpendicular 24" 1" 12" 13ga I _3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular=ringed or 5d cooler nail /2 OR Walls Either I6" g" I6" 0.080° dia. xx 1 5/8" long with head Direction 15/64" OR G psum board nail 0.086" dia. x 5/8" with 9/32" head. Ceding Perpendicular 24" �" 12" 13ga 1 5/8" lloong with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail / OR 0.092" dia. x 11/8" long with 1/4" head Walls Either 16" g' 16" Direction OR Gypsum board nail 0.04115" dia. x 1 I/8" with 19/64" head. Install SGD thru buck Into block with 3/14" tap -con with /- 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c, max thereafter at sill per product apkrc 19. ALL ceramic the surfaces installed shall conform to ASTM AICJ8.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A137.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and Installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels 1n shower areas. 21. Insulation Including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl Spaces and attics shall have a flame spread index not to exceed 25 with an accompanyln smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.50 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 0 end taps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane ith (10) IOdox I I/28Cnailsuss 12 PRE-ENGINEERED TRUSSES supporting Max. 4 at 24"o.c. TYPICAL 18101be. uplift (shop drawings by manufacturer) \R-30 blown fiberglass Aluminum Drip Edge E Fascia in bottom chord of trusses /2" drgwali with smooth finish 2" x 6" sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast Ilntel filled with concrete and (U #5 Kagcan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gale. bar cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #1 , x furring 1/2" dr mall over I' � steps I6" o.c. with R4.1 f -roil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 5/B" thick II lit textured g T and shall meet all pertaining ASTM codes. stucco on typical concrete ao Mortar to be Type "M" onlg proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (U #5 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill Grade I I -III 1= IIII _ I I I- ME-1 l=IIINEEIII IIII 1 IIII1111 11 N .III - I1411 (24' Concrete footing #5 bars Cont. and #5 TY P I C A L SECT f C N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1,41.4 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1% sq, ft. Garage = 321 sq, ft. Total Under Roof= 2,124 sq. ft. 2" VTR JAL I I 1 21' VTR MastSirr� I JiL Bath 1 Lev. 2' Lev. 4' 1 2" VTR 3- JL I 2' 13" 1 Sher. Kit. Sink I I Kitchen 2 I Lev. 3" w.C. Bath #2 Shur. 3" C.O. To Selatm PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door ti Masonry Wall-[n al 1 1/2" fY Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with S l I d 1 n g D OOr D et a I I from om enetration at 6" . max. eacph corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS eo I,Ulndow S c h dulle Mark Size Rou h O en. Window Descrl do PRESSURE ZONE I. 4'-5%8'x 5'-3%" 5419"x 63%4' Single Hung ZONE 4 2, C-2%'x 5'-3 %" '15" x 63 i4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2'x 38%a" Single Hung ZONE 4 4. 4'-S%"x 4'-2%a" 54%"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Sch�dul� Mark SiZE Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41'/4"x 83%' Fiberglass Panel - Inswing ZONE 4 C X 6'-8" l4" x 81 %2' of rec " Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Eli-Fold Finished 24" x 8111�" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J I 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch 8'-O" to 19'-8" A.F.F. Vault d Ceiling GrtEAT iyOOi'1 I I 1 21'-8' I EGRESS 12'-8" N I MASTER BEDROOM OD U 8'-O" A.F,F. Flat Ceiling qF~N Rod " Shelf I �I I 8'-0" to 9'-8" .F.F. 2" x 6" knee -wall o I 0D Vaulted Cedirrlg below counter top ly I DiNiNG I L SET ROOM - -- �,a D.F 81, Rod Shelf bs i Vanity to be I �i/ T 34 %"high I �� 13'-O /4" I 3 4y9 High (Wall o I _ 3'-8" 'K�iTCHENo iv I °D I / " n. U O 10'-2" BATH O Rod t Shelf - - - - N m I in N F O 0 8'-0" A.F.F. w ~�N U c' Flat Ceiling J, SECOND ° BEDROOM - - Uver-hang 8'-0" A.F.F. Flat Ceding n � / Upper cabinets to -O" extend over Ref. LLLJJJ aw � 3 x0 ty to be 2 "high K I IN 0 N ® I `u N -II Bai s Inwletion 4" 0 Steel Ballard I See detail on this sheet j 0 11" r 22" X rq" 1 Provide auto I Q 8 Attic Access closer Q 22, with fight 1 L_____� E 150 Amp m Panel B ae E GRESs Y GARAGE ID T 11° Q 8'-4" A.F,F. O Flat Ceiling EGRESS I is E E ° 3'-I" T C 21co VER D 12" x 1rate column block filled with concrete nd (2) #1 bars v rt. tied 0RC in o lintels above 12'-6" 71 Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,lambs and 20" o.c. max. Exterior face at head and sell per product approval of wall / \ Buck to be I" x 4" PT r----------------- 1 Block wall in i garage tbe �-� I struck bll ock I I I I I I I I 1 ® I I I 5'-2" 2'-8" 2'-8" ir 3'-5" A< > I'-6" "x4" P.T. Buck nailed to INSTALL VULGEM BLOCK SEALANT dock with case hardened nails ON ALL JAMB, HEADER. AND D e t a 1 l a t W 1 n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION - - NTS Braden t Braden AI A, FA Wgnne Building Corp. Date Drawn : Revisions Architects - Planners q q 12-2i-16 4-4-17 Plan Review 411 S.E. Coconut Avenue Carlton 2 I I GARAGE Drawn by: Tel : (772) 281-8258 C.C.U- Fax : (712) 281-8283 Spanish Lakes Checked by: E-mail: bradenaia comcast.net St. Lucie County Florida 0.R.13. Stuart. FL 31994 UAAC000032 Exterior face wall A/C lb 1 Meter Attach buck to block wall with 1/4" dia. Elco conc screws with min. I I/4" penetration at 12" o.c, max and 4" max from each corner thru 2" x 6" PT Buck ws thru jamb into buck and 15" o.c. max and attachment NTS Sheet Comm # 2. l�-301 OF 5 File COPY ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Pltgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I CC Bid ring shank 45 psf Zone 2 4" 6" 8d ring shank 1L psf Zone 3 4" 4" Sd ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan 12"x 12" ilumn Block v#1 � Rebar Rebar 48 Bar Dla. 3 Min. Overlap to Lintel 4ttachm&nt NTS Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Filled cell steel Into continuous beam block steel. t\ Provide #5 bar set in pre -oast lintel into beam where length of the opening calls for it. Provide Cast -Crete SUB-OB/OT precast - -- `�- lintel set in mortar _ Min. 8" Bearing -- --- - - Provide PT Buck attached per iamb letails into filled c 4" Pre -cast Sill Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel, CBS WALLScale: 1/2" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vent. leg of truss with IOd x LI nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKINCs DETAIL )ER STRAPPING TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tape 2 felt paper using 8d nails. Substrate to be 19/32 CCX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" d wooscrews with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ���ei�-0 LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete $ ecification Rows of "H" Block Above " " Bottom Steel size Tap steel size Max. Gravity Load (PLF) Max, Uplift Load (PI Max Lateral Load (PLF) L22 2'-2" 3'-L' 8F6-OBAT I #5 3069 150 1024 L31 2'-6' 2-0 3'-18" 4'-0" 8F8-OB/IT I 95 25Li 1343 l63 L45 4'-5" 5'-10" 8F8-OBAT I 85 1105 909 339 L50 5'-0" C-L" 8F8-08/IT I #5 1238 835 121 LLO 4'-8' T-L' 8F6-OB/IT I #5 1011 121 534 LBO 8'-O" 9'-4" 8F8-IB/2T I #5 2 #5 152 591 512 1-90 9'-0' IO'-L" BF8-I8/2T I #5 2 #5 1.143 1 530 401 L90B 9'-0' 10'-1." 81PIL-I13/27' ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4" 81=8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O" ll'-4" BFIL-I15/2T ONE I #5 2 #5 131.4 1028 452 L120 12'-O" 13'-4" 8F8-I15/2T 1 #5 2 #5 411 428 324 LI20B 12'-0" I3'-4" 8FI4-I8/2T ONE I #5 2 #5 1015 110 324 LI40 14'-0" I5'-4" 81aIhIB/2T ONE I #5 2 #5 1250 409 259 L140 IL'-O" IT-4" 8F8-IB/2T I #5 2 #5 300 192 194 LILOB IL' -Om IT-4" BPIL-IB/2T ONE 1 #5 2 1 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE PILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. J Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. 18lobs. uplift Aluminum Drip Edge t Fascia 12" 2" x L" Sub-Fascf Kagcan full o vent vinyl soffit installed using 1/8" dia shank x 15" long galv. rooring nails with 3/8' dia, head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tfed" into lintels above thicken edge to 8"x8" With concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor a 12 4 1/2" into on onti or Aluminum Drip Edge i Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web hi -rib lath vertical wood a to provide .ration into 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Vanes - see plan #5 bar vert, w/ 30" overlap at each Filled cell Rear Patio/Slab to be flush with bottom of sliding door recess, Step per foundation plan �� Slope per foundation plan S \el Tt Poured Ca concrete t Poured Concret concrete block Concrete , Manufacture 1211N.Virll W ood Base chora Per Specs lax. Shutter Detail Aluminum Panel 5izes per manufacturer — 5ee Typical Stud Detail 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing vper manuracturer's Details � Oc3" 0 C I IBis Stud Detail stud w/ Die Cast Zinc NTe Nickel Plated Wing Nut nt5 Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss O N z vJ IvI n/ VJ �� Q �Uru 7 WF_E Qy ::11 UJ W �-° to z rn O N I � UJ �)- ° (Y IL N Brace Gable end with 2" x 4" SYP 42 min. art back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES > ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1) 95 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over 1" x furringg strips at IL" o.c. with R4.1 Pi-foll -insulation on typrcal 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC RLO1.2.1. Provide Our-O-Rock at all wet areas (ex, showers, tubs etc.-) Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift CqETA 20 Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedm into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss lea ter detail on this sheer. 1=11=11=11=1=11=1114 Mimi !Iml MI Ell ME INN AE WAS MR, 4 FIN 1 i PEA WPAN VA,' FIII cell with concrete and (1) #5 bar vent. (typlcaU. ROOF h j� L" -Max. spacing shall not exceed /4 48° unless otherwise noted see foundation plan notes for — OVERHANGS — AT 1 O UNLESS OTHERWISE NOTED ON THiS SHEET spacing at openings 4" concrete slab with — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET milribl Visgh en 6"x6" #10/10 WWM on 6 mil Vlsqueen over /alean compacted termite treated fill —TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER — ANY CHANCES TO THIS PLAN SHALL BE SUBMITTED TO THE 1111E1II1=1III— III 11 I I I I IIII=IIII 1111E1111 �=Lai r —IIII IIII-III — -1 1111111-III 11 1=11 11 = IIIIIIIIIIII Ain1�I111 II�I1 III�����1���1I 14II1 1111. ,illlll l� II—it-li—il lilt 3 7`4plcal Section at Front porch 4�alo I /7° 1i_ni, ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTION File Copy PANEL "A" tire# circa Description Poles BR Load Wire Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 3 5 1 2 4 6 8 AHU Range #lo 3.5 kw 30 2 2 30 4.5 kw #10 40 gal. water HTR #6 12.0 kw 50 2 1 20 1.8 kw #12 Pump 9 1 IO Dr er 410 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher 412 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is 16 Refrigerator g #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 is Rscepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts Recepts 412 20 I 1 20 1.2 kw #12 Clothes Washer 21 22 #12 20 I I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1A kw #12 25 26 Recepts tt12 20 1 1 20 1.92 kw #12 21 28 Recepts tt12 20 1-- 1 20 #12 General Lighting 29 30 Recepts #12 20 I 1 20 #12 General Lighting 31 32 Recepts 012 20 I 1 20 412 General Lighting 33 34 Exterior GFCI #12 20 I 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GPI 39 40 General Lighting ttl2 20 1 spare 1 41142 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt Watts Total(Watts) General Lighting_ ,13, .watts sq. ft.) .. _ .... .......... Small. Appliance. Circuit(s), .................. Refrigerator ........................................... I ...... Microwave .............................................I.......... Dish Washer Washer ..................... .Clothes. ............................................... Clothes..Dryer................................................ Water Heater Water Pump ................................................... Garage Door Opener„, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1135 3 5.206 2 1,500 3,000 1 1 1 1 -1 V 1 12,000 12,000 1,200 1,200 11500 1,500 1,200 1,200 1,200 1,200 5.000 6,000 4,500 4,500 1,800 1.800 810 810 0! al Watts 31,415 First 10000 Watts 0100% 1 10,000 10.000 Remainder 21,415 540% I O 10,944 Electric Heat or A/C 10,000 %S% 1 10.000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps PATIO/SLAB I GII EAT RIOOM I I I Center Reglstalrre 208 CFM on telling Fhn 208 CFM I0xIOx1 I OxlOxl DINING ROOM 149 CFM IOxlOx6 MirnlI Zit•y 149 CFm IOxlOx6 r%T 12xl2x10 n-- - B/A 9 CFM L Off. I 1211 I - I DDT o 10 CF l2 12xLx1 H.a. Is CFM 20x 0 _Ventthru_-- JOfIt _ _-- _ f�- �ei�i I /� BAT T O I 00 - - - I T I - - - - - - - - LF I I 2 r Attic Access IOxLxL I Q Q with light l _�- it __� ' SECOND BEDROOM 12x12x8 j / j B/A dJ COVERED PORCH ®= JUNCTION BOX TO SUPPORT A FAN � N � C � L L � "r0 � T O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: I/4" = I'-O" I. Use coppper wire only, no aluminum. I1. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18, All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 19. The electrical system shall be completely and effectively 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC grounded as required by the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fullu. operative. 13. Contractor shall pay for all fees, permits, tes"ting, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress Of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less tharl two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below T-I" shall be installed in metal 1-MT charge and shall include replacements or repair of any conduit, other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMIS02 161 H X 511 4 C.FM [! _ Pent-thru_ BAT Soffit 150 Amp Id �I"feter Panel GARAGE r-----------------, I I I I I I 1 I I I I I I I I I I I I I I I I A/C disc. LF7 #2/0 Aluminum feed AMP 1 ''/2" Conduit PANEL 2" PVC ( 2" rigid service FPL I toatt54 cont" LaWirn slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 287-8283 E-mail: bradenaias'comcast.net Stuart. FL 34996 #AAC000032 ff- Exhaust Duct Thru Soffit- Wire For Front Post Light PATIO/SLAB /covered PorcR�\ , // w.p. GFI I I It MASTER BEDROOM v I $S © Y K G E 1-1 A T Smoke / Carbon - - - - RO1 1 Monoxide Detector Combo I I S S M I1P II &Z LbSET I 1 I I 1 I DINING�- ROOM I I "�LsT GFI o� I KIT HEN J I - � N - Smokes / CgfbbeCL Monoxide Detector I Hines C GFI ombo 3 2 3 2 2 kMl 50 M E. H r enter -- - I7" r- - 22" x b4" � Attic Access L fight ; BEDROOM -with Optional U / ® panel location Re IVO Am p V IPull / Panel chain light in attic / / y ` w.p. GFI / \ tQVERED P O R-C I=t T­l �7 2"h GFI GARAGE Garage Door Opener r-----------------, I I I I I I I I I I I I I I I I I I I I Exhaust Du Thru Soffit 4" Exhaust Duct Thru Wall z). GFI unde ouiet � under disc. 0 not shown for clarity A/C #I eter 0 v- ELECTF-,f C/4L FLU` I SCALE: 1/4" = 1'-0" Post Light with I 6'-3" o Photo cell Attic Ventin Calculations 1=5C 2309.7 Total Attic Space = 2124 sq. ft. m Venting Ratio I/ISO = 14.16 sq. ft. required ` N Provide A Continuous Vented Soffit v w Wgnne Building Corp. Date Drawn : Revisions Sheet Comm GARAGE 12-21-16 4-4-I1 Plan Review Carltor 299 RIGHT by: C.C.U.. F. - 1 I�-30 Spanish Lakes Qhecked by: St. Lucie County Florida n.R.S. OF 5