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HomeMy WebLinkAboutBuildingplans, 0506File C 8'-1" T.O.B. 0'-0" = Finished F Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 laps 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 12 4 1 SLOPE 12" 5/8" thick light textured stucco on typical concrete block construction CW 000420. loco 'goo 5/8" thick x 8"w cut coral finished stucco bands LEF-T ELEVA710N SCALE: 1/4" = I'—O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c, max spacing over (type 2) 30 lb felt underlayment installed with min. 4' side laps laps fastened with corrosion resistant tin caps and with 1.2r," ring spaced 6" o.c. at all laps and two staggered rows 12" o.c. deck to trusses using attachment detail on this sheet 2" .H. 5/8" thick x 8% cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands =L= \/ATIO>\l >\lOT=S 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 1.5" 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 tops 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 12 0P;= 2„ H. EJ © H. O 5/8" thick light textured \ Flnlsh Columns with stucco On typical concrete 5/8" thick cut coral block construction finished stucco bands REAR ELEVATiON - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4_12 unless otherwise noted - Aneg changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. ,]2d - Return ALL Stucco Bands into Window or Door. 5/8" thick x 8% cut 3 .or, finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION 12 SLOPE 4 SCALE: 1/4" = I'—O" SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11661.12 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 wrth min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.26" 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 an this sheet TERMITE TREATME 4T REQU bt'EW WIWI 9 OR ATTACH APE MEREEPON 1131 YOFTF MRACTOR RECORD U FACTORS AND lSN 3C COMPLIAi rH FDIC ENE CODE MUS' REMAIN ON ALL DOO IS AND WIND ummiNspEcTIM AREAPPROV W—I" T.O.B. REV'4 0`0" Finished Floor \I THESE PLANS AND ALL,' ,�. ARE SUBJECT TO ANY ��• REQUIRED. BY.FIELD IN" �. Y cu OP NO LXSPECTtQ,-q WILL BE: -7/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb feltusing 8d nails. Substrate to be 19/32" CDX lgwood nailed at C o.c. in fi d and edges wit IOd ring shank galvanized : nto truss webbin . SLOPE 4 e'—I" T.O.B. F11 ® ®®®® 5/8" thick x 8% cut ® � coral finished stucco bands 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 ELEV,4710N SCALE: 1/4" = 1'-0" 2" x 4" top plate 1I 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base —board ----\ 1 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition nts Braden it Braden AIA, PA UJW nne Building Corp. Architects — Planners 411 S.E. Coconut Avenue Carlton 299 Tel ; (172) 287-8258 BFax ; (112) 281-8283 Spanish Lakes E—mall: bradenalagcomcast. net St. Lucre County Florida Stuart, FL 34994 4AAC000032 9 thick x 8"W aut (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 Code Residential. 5th Edition and ASCE 1-10 for Wind Loading Buildin,q Design is:Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'—O" Roof Pitch: 4:12 Internal Pressure C- ent: to -is Subjectabilitg to damage from: Weathering: Negligible Termites: Vern Heavti Width of Roof End Zone: " Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure 'Height:1.21 x 0.6 = 0.126 ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+0.611lL Components t Cladding Wind Pre'aaure (NET) Roof Zone: 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components It Cladding Wall End Zone Width: V-4" Components t Cladding Wind Pressure (NET) Wall Zone: J. +35.8/-38.1 psf Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X Bg Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 111_ psf ROOF DEAD LOAD: 10 psf FLOOR LiVE LOAD: __1_5_ psf FLOOR DEAD LOAD:i0 psf ..._ . lTCH = Roof Zone I Walls Zone 4 EKJ = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: Date Drawn Revisions Sheet Comm is 12-2Z-14 plan review GARAGE Drawn by: j RIGHT C. C.U. I Checked by: Q.R.B. OF 5 FLOOR L A N CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. a `" 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o /s° /z° ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix TO 002r,°Drywall at ceilings shall be leveled and attached to bottom chordof trusses with screws per FBC R102.3.5. 2''' „ 1. ALL wood in contact with concrete shall be pressure treated. 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for 2,�" 2 handicap accessibility requirements. y,- ,;• 12. Lowest finished floor to be set by Governing Building Department ` surveyor to set in field. 13. 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 w.H. = 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 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck block with case hart materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395, C1396 be C460, C1002, C1041,C1111, C1118, C12"I8, or and shall installed according to the following: (FBC R102.3.5) Install SGD 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 head per product approval to Masonry Beam / nails 0,40 Head AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = ll6 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. 2" VTR JIL I I I 21' VTR Mastery/� JIL Bath 2" Lay. 1 2' LF Lay. 4" 2" VTR W .C. shallhur. To Septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment fixed door " Use 3/16" tap -con with sliding door 1 1/2" penetration at 6" o.c, max. from each corner and 20" o.c. max ry Masonry Wall thereafter at sill per product approval —"-----------^� 777777, Bottom Track Typical Flooring Sill Install SGD thru Suck into block with 3/14" tap -con with 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, S11d1n9 DOOi" DGll I from penetration at 6" o.c. max. ta A118.1, A118.3, A136.1 and A131.1 from each corner and 20." c. max AIOB.I, thereafter at Jambs per product approval Jamb 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM At Masonry Wall NTS C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Grade Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Wail sizing options for Installation of drywall Into Spacing Maximum wood Framing members Nails Screws " h 2 x min. t Ickness Ceiling Perpendicular 24" 11. 121, 131go 1 3/8" lloong with 19/1 head O 0.098" diameter x 1 1/4" long ammular-ringed or 5d cooler nail /2 OR Walls Either 16" 8" 141, 0,080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 1' 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" lloong with 19/44" head O 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail S OR 0,092" dia. xx 1 1/8" long with Walls Either I6" 8" 16" Direction 114" head OR Gypsum board nail 0.0915" dia. x 1 7/8" with 19/il head. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451-12 26 ga. 5v crimp metal roofing attached to plywood deck using 29 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 la�s and L" end laps fastened with corrosion resistant tin caps and with 1.25" iIng 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 anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip � Edge I Fascia 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit using 1/8" dia shank x 15" long I mg nails with 3/8" dia. heat product approval — see chart al 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap at each filled cell ;r -' l i 1-1111-1 TYFICAL 12 PRE-ENGINEERED TRUSSES 4 F at 24"o.c. TYPICAL nn (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses /2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute ed precast lintel filled with concrete and (1) #5 bar cunt. for bottom row over openings ttl 1/2" drywall over 1" x furring strips a 14" o.c, with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ro Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 1 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated rill T =—III 1111��111111-11j1 1T III III - 14" x 14" Concrete footing with (2) #5 bars cont. and #5 SECTIONtransverse bars at 48" O.C. Scale : 1/2" = I'-O" Window Schedule Mark Size ROU h open. Window Description PRESSURE ZONE I. 4'-5%8"x 5'-3 %a" SI,l 63i4" Single Hung ZONE 4 2, 6'-2%s"x 5'-3 4," 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 21%2"x 38%s" Single Hung ZONE 4 4. 11 '1 1 54k"x Sal 1 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 re Door Schedule Mark Size Rough opening Door Description PRESSURE ZONE A 9'-O" X -1 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%;' Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-81, 14" x 81 %2" of ;��.;�" Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Br-Fold Finished 24" x 81 %2" 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 C-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K T-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #I 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 manufacturer s specs prior to construction N UU 00 00 EGRESS o _ O 12" x 12" concrete column block filled 0 r with concrete and (2) #7 bars vert. tied Into lintels above Covered Porch 12'-e° " OO D D 00 O 00 N MASTER e'-0" to BEDROOM " Vault d Ceiling 8'-0" A.F.P. G � EA T Flat Ceiling RIOOM I o O Rod Shelf N t anity to be /2 ' high rl 8'-O" to 9'-8" F.F. � zo cv 2" x 6" knee -wall m Vaulted Celling below counter top W I i M rr ° DiNiNG I L SET ROOM — — — ia• ,� F 8 Rod Shelf ro ABIX O r---T --j it / Vanity to be I g/ // I / \ 1 B'I r 4(:DJ 34 /2"high I / ° 13'_0314 "�° (4111) o I " High Wall 'K�ITCHENo 03 N — i-I/ J IN — — wegang 8'-O" A.F.F. ° ° Flat Ceiling O 10'-2" q^3, O„ Upper cabinets to extend over Ref. " BATH 1 Qana . Rol.IaVa — — — Rod I Shelf OD Flat Ceiling , ♦—yN , m0, SECOND BEDROOM O 141. O N 11 0 Steel Ballard O(I'See detail on this sheet Attic Access closer with light ISO E GRESS Y GARAGE 8'-4" A.F.F. OLO r Flat Ceiling I � EGRESS O � 12" x 12" co rete column block filled COVER 1) with concrete rid (2) #1 bars v rt. tied PORC / in o lintels above �- Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20." o.c. max thereafter at ,lIambs and 20" o.c. max. 'Exterior face at head and sill per product approval of wall —\ / \ Buck to be I" x 4" PT r-----------------i Block wall in I garage to be 1 struck block I 1 I I I I I i I ® 1 I I 1 2'-B" 3C-O" I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER. AND D e L CI11 O U W I n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NITS Braden t Braden AIA, FA Wynne Bullding Corp. Date Drawn Revisions : Architects - Planners q q 12-21-16 4-4-I1 Plan Review 411 S.E. Coconut Avenue Car 1 t on 2 I I G R RHTE Drawn by: Tel : (112) 281-8258 E-mail: bradeC.Q.U. Fax : (112) 287-8283 p Checked by: naia9comcast.net Spanish Lakes Stuart, FL 34996 UAAC000032 St. Lucie County Florida D ;;I S. Exterior face of wall --\ H.B s W H O Vent I /throuj wall tr I filler" 4'-0„ A/C o I Meter Attach buck to block wall with 1/4" dra. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door File Copy crews thru jamb into buck 06 eacn ninge and IS" o.c. max and prior to door attachment NITS Sheet Comm # 2. 1�-301 OF 5 L� ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these pans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 41, 6" 8d ring shank 14 psf Zone 3 4" 411 8d ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pres ure for roof stated in permit info box on these plans Tor zone 3 Provide 45 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete, 8U8-OB/OT precast - lintel set in mortar Min. 8" Bearing -= -- - - Provide #5 bar set in pro -cast lintel into beam where length of the opening calls for it. divide PT Buck .ached per Jamb ails into filled c 4" Pre -cast Sill X Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = I'—C" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockihuq to vert° leg of truss with IOd x L8 nails at 4" o.c. Verify with Plan r Install Simpson MGT into wall usingg Concrete 12"x 12" 5/8" dial. threaded rod set min. 12" Lintel Column Block into wet beam and (22) IOd nails into truss Rebar Rebar 48 Bar Dial. Min. Overlap TRUSS BLOCKING DETAIL Column to Lintel A ttac hm&nt AT GIRDER STRAPPiNG AT CENTER BEARiNG POINT NTS 1/8" thick light textured stucco installed per ASTM C 012E over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32 CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411651.12 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" and laps 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 I 1 1 1 1 1 I LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Spa cdication Rows of "He Block Above " " Bottom Steel Slza Top Steel Sim Max Gravltg Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" V-six 81=8-015AT I #5 3049 1569 1024 L31 T-0 T-B" 3'-1" 4'-0" 8F8-OBAT I #5 2541 1363 163 L45 4'-5" 5'-10" BF8-OBAT I #5 1105 1 909 S59 L50 5'-O" L'-L" BP8-OB/IT 1 #5 1238 835 -121 LLO 6'-8" T-V 8F8-OBAT I #5 loll -121 534 LBO e'-O" T-4" Slil /2T i #5 2 05 1152 591 512 L90 Cl 10'-6" 8F8-8/2T 1 #5 2 05 443 530 401 L90B T-Ow 10'-(" BFIL-18/2T ONE 1 #5 2 95 1533, 1183 401 LI00 10'-O" II'-4" 8128-I121/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" 1 BFI4-I15/2T I ONE 1 #5 2 #5 134E 1 1028 452 L120 12'-0" IV-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B IT-O" IV-4" BFI4-8/2T ONE 1 #5 2 #5 1015 110 324 L140 K-O" 15'-4" BFIL-I15/2T ONE 1 #5 2 #5 1250 409 259 LILO IL'-0" IT-4" 19FB-IB/2T I #5 2 95 300 192 194 L160B I6'-0" IT-4" 81a`I6-18/2T ONE 1 #5 2 as 950 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, ANO SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip _� Edge t Fascia 2" x 6" Sub -Fast 12 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd I at each web 1/2" thick stucco on 3/8" hi-nb lath attached to horizontal and vertical wood 2" framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetratron into vertical wood framing members Kagcan full o vent vinyl soffit installed wall 1/8" dia shank x 15" long gals. roofing nails with 3/8" do. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied_ into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor to Poured Concrete or concrete block wall Poured Concrete \ concrete block wall Concrete Anchors f Manufacturers Specs F Anchors Per era Space ["Max. I \ — Aluminum Panel I Sizes per manufacturer ] I/ i• y Icy 5ae Tupcal Stud Detail 1/8" x 3/32" Wing Nut w/ v appropriate washer and spacing `v per manufacturer's Details 0 ✓ OL3" s u cc 099° I c i a s I a I m � I z m i m I I � I I I I I I IalS" I Stud Detail I 1 Stud w/ Die Cast Zinc NY® i Nickel Plated Wing Nut iY ed S,'rutter Detall nits Brace Gable end with 2" x 4" SYP 42 Brt back nailed to bottom of top chords using (2) IOd nails at each truss W n L W L _3 � UL) Ca�f�o LU I— E W :�J IJ V —0 W o �, z ;L��'. m O N W W I < _ 1U ° o IV Brace Gable end with 2" x 4" SYP 3*2 min. 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGiNEERIED WOOD TPUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) I m and shall meet all pertaining ASTM codes. ETA 20 - m Mortar to be Type "M" oniy proportioned per FBG R601.1 and Mortar joints shall compply with FBC R601.2.1, Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and C C F F L�` I (U #5 bar Vert. (typicaD. Max. spacing shall not exceed wood spa unless otherwise noted OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET Base see foundation plan notes for — apa" c at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with mil Viesh OR TRUSS SHOP DRAWINGS TO BE ROViDED BY MANUFACTURER 6"x6" #10/10 WWM on 6 and Vlaqueen over — clean compacted termite treated fill — ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE — ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. I-111 I11= 1ALL TRUSS TO TRUSS CONNECTIONS BY 1 —IIII 111 IIII—IIII 1 1 1 1 1I I IIII—III 1l- TRUSS MANUFACTURER =IIII IIII-IIII 11111 i,,, 1111=1111=III ldl Ilia- FI — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR I., IIII= TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION —IIII—IIII=IIIIIIII1'' 3—TI�pICc�l cJCCtIOn dt �i01'lt �Of Ci1 — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale 1/2" = 1'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden t Braden AIA, PA Wynne Building Corp. Date Drawn Revisions: Sheet Comm Architects - Planners q Q 12-21-I6 4-4-I1 Plan Review Tel S_1 1 Coconut Avenue Carlton 2 I I GAP-AGE Drawn by: Tel (��2) 287-8258 �.�"u_ 16-301 Fax : (112) 281-8283 Spanish Lakes Checy�ed b E-mail: bradenaia comcast. net St. Lucie County Florida D. "g, g: OF 5 Stuart. FL 349% UAAC000032 5/8" thick light textured stucco on typical concrete block construction Varies - 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 'r IMLW� O N \R-30 blown fiberglass in bottom chord of trusses < -1/2" drywall with smooth finish 111 Two rows of beam block filled with concrete _and (1) 95 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 3:5 bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg strips at 16" o.c. with R4.1 fl-foil -insulation on typical 8" Block wails All drywall to be installed per FBC R102 3 1 ON WE FA ME VAN 114 EVAMA 1 1 PAWN WE Our 0 won screw-iii laps fastened wii IN Attic Access with light SLOPE 14 File Copy PANEL "A" _ oles BR Load Wire Description arc# arc# Description 2 40 1.0 kw #8 A/C comp I 2 AHU _ 3 4 -_ 2 30 4.5 kw #10 40 gal. water HTR 5 4 Ran e _ 1 8 1 20 1 1.8 kw 412 Pump 9 10 Dr er 12 1 20 1 1.5 kw #12 13 14 Dishwasher 1 20 i.5 kw #12 Microwave 15 14 Refrigerator 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 1 20 IA kw 912 25 21. Recepts 1 20 1.92 kw #12 21 28 Recepts 1 20 #12 General Lighting 29 30 Recepts 1 20 #12 General Lighting 31 32 Recepts 1 20 #12 General Lighting 33 34 Exterior GFCI 1 20 #12 General Lighting 35 34 Bathroom GFI 1 20 412 smoke Detectors 31 38 General Lighting 1 20 #12 Bathroom GFI 39 40 General Lighting _ spare 41 42 s are =min IM®m© �=IIIIII-M= wssssss�sss�sssss wssssss�ssssssss�ssssss� I�OmO I�OmO PANEL "A" LOAD CALCULATION SHEET Load Description Qt _ Watts Total(Watts) General Lighting„(3, .watts sq. ft.) . . . _ . _ . .. Small Appliance. Circult(s).. ... . ...... .... . . . ....... . ..... Range ................. .................. ............ .Refrigerator.................................................. Microwave ................................................................. Dish Washer ............................... ................. I......... Clothes, .Washer ............................................... ,Clothes, Dryer ............................................ ... Water Heater Water. _Pump .................................................. Garage Door Opener. .........I ............................. 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 I 1,200 1.200 1 1,500 1,500 I 1,200 1,200 I 1,200 1,200 I 5,000 5,000 1 4,500 4.500 I 1,800 1,800 I 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 ®40% 1 O 10,966 Electric Heat or A/C 10,000 945% 110.000 10,000 Calculated Load Watts 30,966 Volta e 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light =E)Waterproof J.I-. Grc ground fault circuit interrupter PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Electrical Panel Q Thermostat m ® Central Vac IEE� Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack AC Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up 0 Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFi protected. 4, ALL exterior outlets to be WP/GFi protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12, All work shall be performed by a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. H.B. I i _Vent thru S of Fl t MECH,4NIC,4L L/4YOUT SCALE: 1/4" = I'-0" I-1. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23, All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMIS02 Soffit A/C disc. ISO #2/0 Aluminum feed AMP Mcs 1 i/s' Conduit PANEL 2"PVC (FP 2" rigid service FPL I mare sc cap a wira to tt5 cont. pre�ar in 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 AI A, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8268 Fax : (112) 287-8283 E-mail: bradenaias'comcast.net Stuart, FL 34996 UAAC000032 H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light PATIO/SLAB ELECTF,IC,4L PL,4N 6'-3" Wynne Building Corp. Carlton 299 Spanish Lakes St. Lucie County Florida WPo J Post Light with I Photo cell Exhaust Du Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for clarity SCALE: 1/4" = I'-O" Attic Venting Calculations EBC 2309.T Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14,16 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions : Sheet Comm 4 GARAGE 12-2-1-144-4-1� Plan Review RIGHT Drawn by.. C. c. U. .J Checked bg: ED. R.g, OF 5