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HomeMy WebLinkAboutrevisionGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11111.12 2L 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 SLOPE 4 W—I" T.O.B. 2" 12" 5/8" thick Ilght textured stucco on typical concrete block construction -- — — — — — — — — — — — — — — — — — --- -- ----————————— — — — — --- Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATION 5/8" thick x 8% cut coral finished stucco bands SCALE: 1/4" = 1'-0" ELEVATION NOTES: Q0, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411"1.12 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 L" 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 4 SLOPE Flnlsh Columns with 5/8" thick cut coral finished stucco bands %\ J e Copy TERMITE TREATMENT REQUIRED CONCEALED FASTENERS 0 1 ATTACHMENTS ARE THE RESP099SIBIl OF THE CgN%1oROF IEM ALL MANUFACTURESLABLE3 I HOWING U FACTORS AND SHGC COMI VANCE WITH FBC ENERGY CODE UST REMAIN ON ALL DOORS AND NDOWS UNTIL INSPECTIONS ARE OVER 12" iIIAMINO O ,I 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION - Overhangs at l'-O" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 — ,Any Changes t0 this plan shall be submitted to the architect 2L 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 for approval In writing prior t0 starting construction. (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end Window III laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails — Return L Stucco ands Into lAJ I n d ow Or D OOr. 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 12 SLOPE -4SLOPE"IT�- SCALE: 1/4" = 1'-0" 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 Ib felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet THESE PLANS AND ALL Pi OPOSED WORM ARE SUBJECT TO ANY ORRECTIONS REQUIRED BY FIELD INS EATORS THAT MAY 09•NECESSAJW. 14 ORDER TO CQMPLY WITH ALI» APPL CABLE CODES, Rio_k- 0lqJyr�l rnU Fi iF��'i.fl FOR tiaI tic ` - Y' 0 L PT Gti 7G'% i L \1T p (u1i1T MU9T BF, Y E{ T NIS I tC'110:d NTiL i 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 0 o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. " 8'—I" T.O.B. 12H. ® ® ® la° 2„ ° H ❑ 5/8" thick x 8"w cut ❑ H 5/8" thick x $"w cut ® ® ®® 3 coral finished stucco bands 3 coral finished stucco bands ®®® 1:1.. O , 5/8" thick light textured stucco on typical concrete Finished Floor block construction = — tiara a Finis a Floor ------------ ------------------------------s--------------------0'-4"A.F.F. 5/8" thick light textured stucco on typical concrete LEFT construction 1=T ELEVATION FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 114" = I' —On 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" o.c. base —board � 1 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearina Partition nts Braden t Braden AIA, PA Wynne Building Corp. Architects — Planners l BFax S.E. Coconut Avenue The Grand Carlton Tel : (112) 281-8258 E-mall: (112) 251-8283 bradenala8comcast.net Spanish Lakes Stuart. FL 3499L #AACOOOOS2 St. Lucie Countg Florida 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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 Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: ll'—O" Roof Pitch: 4:12 Internal Pressure C-oe`1`icient: ±0.18 Subjectabilitg to damage from: Weathering: Negligible Termites: Vera Heayu Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 psf Roof Zone: 2. +20.L/-51.0 psf Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: V-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/-40.3per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Det� Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHJTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3*1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LEAD: _5 par FLOOR DEAD LOAD• 10 per JOB ADDRESS: TO F12 PITCH 1 F-1 = Roof Zone I Walls Zone 4 Ea = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Date Drawn Revisions : Sheet Comm is 3-1-16 10-18-I6 Product GARAGE Drawn by: Approval revision / LEFT C.C.U. 4-4-11 I- 1 2— 2 (O Checked by: Plan Review Revisions D.R.B. OF 6 A- _ - F L A N CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" 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 - 3/8" expansion bolts Into 2. Contractor to STRICTLY enforce ALL OSHA Requirements. slab (3/8"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. A. No dissimilar metals to touch. /'" �/' 2/' S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. /'" ALL Concrete used for vertical filled cells, coat. tie beams etc.. to O shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix `3/TOS E2�,"-' 6. Drywall at ceiings shall be leveled and attached to bottom chord h er FBC R102 3 5 o 1. of trusses wit screws p 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'r2'' 2r2" handicap accessibility requirements. %' `" All 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 I-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Celling shall have a flame -spread classification of not greater than 200 per FBC than 450 FBC R302.9.1 R302.9.2 I6. 11. Wall and ceiling finishes shall have a smoke -developed index of not greater per All attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to exposed flux not less than 0.12 watt per square centimeter_ Exposed foam plastic insulation deck on the attic walls shall comply block with case hardened nails prior to door attachmen materials exposed on the underside of the roof or F.B.C. R316 - see permit info box of code edition 18. with Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395, C1396 and shall be installed C`�6O, C1002, C1041,C11-11, C1118, C1278, or n�rAinn to t1,= follOWintl: (FBC Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options For installation of drywall into Spacing Maximum wood Framing members Nails Screws 2" x min, thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or Sd cooler nail „ %2 OR 0.080" ilia. x 15/8" long with Either 16 „ 8„ lb „ Walls Direction 15/64" head OR Gypsum board nail 0.08V dia. x 15/e" with 9/32" head. Ceiling Perpendicular 24" T' 12" 13ga 1 5/8" bong with 19/44" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail 8OR 0.092" dia. x 11/8" long with Either 16" 8" 1L" Walls Direction I/4" head OR G psum board nail 0.0915" dia. x I/B with 19/64" head. 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 Use VIC 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 al�prc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.1, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gyypsum backers in accordance with ASTM b1288, abac er l325 s R forIS the and wall tile alindtub areasmanufacturersand panels in showe�nareas II eused 21. Insulation including facings such as retarders or vapor permeable members installed within floor-cellIng assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompan9lng smoke developed index not to exceed 450 when tested in accordance with ASTi"1 E 84, Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11461.12 26 ga. 5v crimp metal roofing attached to plywood deck using 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 b" end taps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced b o.c, at all laps and two stagggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detal on this sheet Simpson HETA 20 or equal with (10) 10d x 11 1/2" at nail, as ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gals. roofing Haile with 3/e" dia. head per product approval - ace chart sheet #I 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade TYFf CAL 12 4 F- Wood -1111. - 140 90 SEC (Old PRE-ENGINEERED TRUSSES at 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) #5 bar cons in each raw. Substitute precast lintel filled with concrete and (1) #5 bar Pont. for bottom row over openings 1/2" drgwall over 1" x furringg strips at, 14" o.c. with R4.1 Frfoil -insulation on typical 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' oatg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #S bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see Foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill IIIIIIII 1111- III - wit x 1) US barsand et cont. aifooting US ` with (2) transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Masonry Beam D1Iro Sliding Door At Masonry Wall N.T.S. - e • fixed door sliding door Sill Detail NTS AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq, ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2" VTR JAL I I I 21' VTR Master r i JIL Bath 12. I Lay. 2• I Lay. I �• 2" VTR JiL 3. 1 3" I I I 2' 3" 1 Shaw. Kit. Sink I Kitchen 2 I „ I Lay. 3" W.C. Bath 42 Shwr. 3" Co.. ro septic PLUMBING RISER 1" x b" P.T. Buck nailed to O block with case hardened nails prior to door attachment \ No Masonry Wall gpical Flooring 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 Jambs per product approval Jamb UJInd OW Schedule Mark Size Rough Open. Window Description PRESSURE ZONE 1. 4'-5%"x 5'-3%" 54%8"x 63%4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %s" 15" x 63 %4' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21h"x 38%" Single Hung ZONE 4 4. 4'-5%'x 4'-2%" 54%"x 54Ys" 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 manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door [Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 411"4'x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" x 81 %' or r ;Miss Sliding Glass Door ZONE 4 D 2'-O" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-L" X 6'-8" Solid Core - Wood - 4-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 4'-8" x I %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-0 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 41 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 14'-O" 9' _ o 12" 8'-6 12" PAC 00 00 00 00 - EGRESS O 12" x 12" concrete column block filled + •' with concrete and (2) #1 bars vert. tied lintels above �a Into Covered Porch 12'-8" O O ❑ N SIEI 0 MI El I I 1 0 1 1 1 1 00 ❑ MASTER © I U BEDROOM o c Jili tol 9'-8" A.F.F. � a m a rk 8'-0" A.F.F. Vaulte Ceiling Ln N Flat Ceiling I o GREAT ROM 0 I ry ❑ I O Rod t A Shelf 6'-O" 6' 4" 19'-8" ❑ ° o - m Vanity to e I 1 isH.B. 1 N 34 Y2„hig a- I I CL O I ° O "' " a 2" x 6" knee -wall 8'-O" to 9'-8" A.F.F. O W below counter top rr r I 1 Vaulted Ceiling DiNING WNEN CABNEIN ROd E Shelf 8„ es s'� ❑ Q O \'� ' ul ATH � \ I Vanity to be n ' o ❑ I 34 %2 high �❑ H3h8all iv ° m KITCHEN I O Ven thro Dryer h wall to �y O L - _ I-I/2' - - I - 8'-O" A.F.F. Sverfiang O Y - Flat Ceding o r Upper cabinets to D (1) extend over Ref. 3'-O"4. 0 2" filler E et. Rn0 I BATH 4'-O" a O - rautvu - ening Vanf. Rod t Shelf O O ° ❑ - R-II Batts nswation ® O A/C 4`0 Steel Ballard I 6 tt1 See detail op i�aJ7@eL al I 22" x 54" O LO Provide auto I Atwith -lightu O N 22" - _ 8'-O" A.F.F. Nit 150 s Flat Ceiling Amp s 4" I'-6" v �a Meter panel 6 _O„ SECOND m� ❑ GARAGE E BEDROOM �_ ERRESSY O '-4" A.F.F. DO MT OE + Flat Ceiling ❑ p r - - - - - - - - - - - - - - - - - EGRESS r I Block wall in garage to be = ° °u 0 struck block T COVERED 12" x 12" concrete column block filled ORC with con rete and (2) 1 bars vert. tie O I I into lintels ibove i A I a ° 00 00 " 0o E, 3'-S" J 9'-01, 2,_8„ 2,-8„ 4'-2„ S,_4„ 9'-b° 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 sill per product approval of wall ---\ / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails Detail at W I n d ow s prior to window attachment Braden t Braden AIA, FA Architects - Planners 417 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mall: bradenniaecomcast.net Stuart. FL 34994 UAAC000032 NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face Attach buck to block wall with 114" dia. Elco conc screws with min. 1 114" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Uetail at Uoor A A crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS W nne BuildingCorp. p Date Drawn : 3-1-14 Revisions : 10-18-14 Product Sheet Comm 4 The Grand Carlton GARAGE LEFT Drawn b C.C_U. Ap royal revision 3-A5-11 4-4-I� plan review 2. 12-210 Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 K Area Edge Field Fastener Press re Zone 1 6" C 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank %. psf 3 4" 4" 8d ring shank 84 psf Rone * Zone 3a C 6" #8 wood screw 112.5 psf ** Use nails or sc rews based on pressure for roof stated in permit info box on these plans for zone 3 Provide 3:5 bar& with min. 48 bar Provide #5 bar set In pre -cast diameters overlap into beam. Tie lintel into beam where length of filled cell steel Into continuous beam block steel. the opening calla for it. Provide Cast-Crete- BUB-OB/OT precast lintel set in mortar Min. 8" Bearing -- --i— -- -I-�- - i— --' ovide PT Buck .ached per iamb mile into filled c 4" Pre -cast Sill t Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous tooter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4" blocking to vert. leg of truss with IOd x 1.5' nails at 4" O.C. Verify with Plan r Install Simpson MGT into wall using Concrete 1211x 12" 5/8' dia. threaded rod set chin, 12" Lintel Column Block into wet beam and (22) IOd malls into truss v# � Reber Reber 48 Bar Dim. Min. Overlap TRUSS BLOCKING DETAIL Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tt�Pe 2 ?elt paper using 8 nails. Substrata to be 19/32 CDX Plywood nailed at L" o.c. In field and edges with IOd ring shank nails into studs. B E A �1 C I I E D I Iu IL E SCHEDULE J j—j Mark Size and Description Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24ga. 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 P (type 2) 30 lb felt underlayment Installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank malls 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 BI Two rows of beam continuous in each a 45 90 bend bar block filled row. Hook with a 10" with concrete and 1 #5 bar Vert, bar over to bar with p min. lap at top bar. Additional Precast Lintel #5 bar& ' CLEAR Lintel Length Bar Length Clear Span ii Aii Bars �� B Bars 2,43 T-10" 2'-8" 1'-6" none 3'-C 3'-4" 2'-2" none 2,tt3 BF8-OBAT 8F8-IB/IT are-IS/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bars •:..•, •••. CLEAR 4'-6" - 4' 4" 3'-2" # Z, 3 none ne Row of "H" :..,+:": 5'-4" 5'-2" 4'-01, 2,#3 none Block Above i ':ip:< ': 4'-6" 2,tt4 none ,^);`::';:' 9 Precast Lintel r ";,`` y ' bL `;;�`•::;; r Additional ,.',+�'a�' i 4" 6'- 5'-4' 2,#4 none �----� 45 bare �y 1'-O" 6'-2" 2,45 none BFIL-IBAT SFIL-IB/2T 8'-4" 1'-10" 7-0" 2,95 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steal=l.5" 2. min. bearing required a ea. eri 3. standard for reinr. ateel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) o LINTEL SCHEDULE Mark Window or D unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel 51u Top Steel size Max. Gravity Load (PLF) Max uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-L' BFe-OBAT I u5 3069 1569 1024 L31 2'-4" 4'-0' 8F8-OB/IT 1 #5 2541 130 113 L45 1 4'-5" 5'-10" BF8-OB/IT 1 #5 1 1105 909 339 L50 W-O" L'-V BF8-OBAT 1 #5 1238 835 121 L60 6'-8. T-V 8P8-OB/IT 1 95 1011 121 534 LBO B'-On 9'-4" 8F8-IB/2T 1 tt5 2 #5 152 591 512 L90 T-O" 10'-6" BF8-IB/2T 1 tt5 2 #5 443 530 401 L90B T-O" 10'-4" BFIL-IB/2T ONE 1 #5 2 #5 1553 1183 401 LI00 10'-0" II'-4" 8F8-IB/2T 1 #5 2 #5 582 1 494 452 LIOOB 10'-0' W-4' 81FIL-I115/2T ONE 1 1 85 2 #5 13LL 1028 452 L120 12'-0" 13'-4" 8F8-IB/2T 1 #5 2 $5 411 428 324 LI205 IT-O" 13'-4' BFIL-I5/2T ONE 1 #5 2 #5 1015 110 324 LI40 i4'-O' I5'-4" BFIL-IB/2T ONE 1 #5 2 45 1250 609 259 L160 (L'-O° IT-4" BPS-IS/2T 1 #5 2 #5 300 192 194 LILOB I6'-0' 1 IT-4" BFIL-IB/2T ONE 1 #5 2 1 #5 950 Soo 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, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" 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. 18101be. uplift Aluminum Drip Edge t Fascia 12" 2" x L" Sub-Fasci Kaycan full o vent vinyl soffit installed using 1/8' din shank x 15" long galv. roofing 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 bar& 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 'v 1/2' Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd I at each web ck stucco on 3/9" hi —rib lath d to horizontal and vertical wood with nails or staples to provide than 1-3/4' penetration into al wood framing and 3/4" penetration rtical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan tt5 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 a Slope per foundation plan r Poured concrete Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' die. rnts beam threaded either wet rod with min 12" embedment set or ep hurricane anchor at each truss)le (22) IOd nails into In oxy with truss. Add blocking to ( 24" O.C.) supporting Max. qp-Y-.i truss leg per detail on this sheet HETA 20 1810 . 16s unllft lummum Panel zes per manufacturer See Tuaical Stud Dotal 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details , "�"""' i Stud Detail Poured Concrete ar 1 Stud w/ Die Cast Zinc NT8 concrete block well \ \L ,v Nickel Plated Wing Nut Concrete Anchors Per Z. Manufacturers Specs Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 8rt back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERf-D WOOD TRUSSES 8 24"o.c. TYPICAL ( shop drawings by manufacturer ) ra d) x O to CV � �� L O Q L2 =L L el u) U . o nz N U, dO EC_ OD - O �Q'T C4 (A Q r Ld }grace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottoms of top chords using (2) IOd nails at each truss ' \R-30 blown fiberglass in bottom chord of trusses O I/2" drywall with smooth finish bG Two rows of beam block filled with concrete and (1) #5 bar cant. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont, for bottom row over openings 1/2" drygwall over I" x furringg strips at IL" o.c. with R4.1 f1-foll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. 0o Mortar to be Type "M" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC 414401.2d. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) ONE IN IVA I WMAIN For M W, ANA rem u., I V'SMANA. i Moslem VIA 9 Arm Gulf Coast SUDD14 IN la S I'A.tin—d With h light is orni BENI li�i�IMBIIIIIIN milli HETA 20 2 m ra � X L � OUm CV f- '�io Lo LL a LU LL L) a o C: v w p0 00 E C _ uN r y U FIII cell with concrete and tt5 bar Vert. (typical). O j� j� ROOF Base Max. Mspacing shall not exceed unless otherwise noted /4 Base see Foundation plan notes for - OVERHANGS AT 1'-O" UNLESS OTHERWISE NOTED ON THIS SHEET J spacing at openings spa 4" concrete slab with flbermesh OR L"xL" #10/10 WWM L mil Visqueen - ROOF PITCH AT 4:12 UNLESS O-HERWISE NOTED ON THIS SHEET on over clean compacted termite treated fill - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER - ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE -7111 IEEIIII1IIEE�IIII—�������� -IIII��IIIIII,.IIII-�i��-��i���� IIII Illlii l� iii 3 �p T ical Section at Front Porch l2" = 1i_ " Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 34996 UAAC000032 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 Wgnne Building Corp. Date Drawn Revisions : Sheet Comm 4 3-1-14 10-18-I6 Product GARAGE Drawn by: Approval revision T h e Grand Carlton LEFT i� C.C.U. 4-4-I1 plan review I - 12 — 2 � Spanish Lakes Checked bg: St. Lucie County Florida D.R.B. - OF 5 t , 514k � " . w ^ PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 5.5 kw 30 2 3 4 2 30 4.5 kw #lo 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 � 8 I 120 1 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1,2 kw 20 1 1 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. rl is Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 14 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 -- 20 1 1 20 1A kw 412 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 I 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 3l 38 General Lighting #12 20 I I 20 #12 Bathroom GFI 39 40 General Lighting #12 20 I s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General, .Lighting„(3, _watts_ .sq. Pt.) ......................... Small, Appliance. Circuit(%), . .. _ .. .. _ . , ...... Range ..... ......... .................. ..................... Microwave..................................................... Dish Washer ................ I....... _.............. ........ .Clothes..Washer................. . ................ ............ Clothes.Dryer................................ .. ............ Water. ,Heater ................................................... Water Pump ................................................... Garage Door Opener 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I 1.500 500 1 1,200 1,200 1 1,200 1,200 I 5,000 5,000 1 4,500 4,500 1 1.800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 21,415 040% 1 O 10,9LL Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30.944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® 1 Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed L FB Push Button Switch Exhaust Fen Duplex Outlet -(� Ceiling Mounted Light Special Receptacle a Wall Mounted Light =E)Waterproof ground fault circuit Light with Pull Chain (attic) aFloor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector 4& Flood Light TQ Thermostat m Electrical Panel © Central Vac Electrical Meter ® Smoke Detector M Ceiling Fan © Television Jack Telephone Jack AC D[S c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up i❑ Intercom ®= JUNCTION BOX TO SUPPORT A FAN Electric Notes: 10 CFM IOxIOx4 MASTER BEDROOM 143 CFM IOxIOX4 F` �1F ° 12x12x9 B/A I - - ■ Ven thru ____ Soff �ATH C• AiC Meter 160 Amp Panel MECH4NICAL I. Use copper wire only, 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. 6. 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 RMIL02 10. A/C Refr1 Brant lines that are run thru slabs must be sleeved in FVC II. 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 fullg operative. 13. Contractor shall pay for all fees, permits, testin, and inspections including blower testing where regwre9. 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 gears 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. CLOSE 8x4x4 PATIO/SLAB I CAR IAT ROM I I 12xl2x9 B/A Center Registers \ 149 CFM on telling fan 169 CFM IOxIOx 1 a IOxlOxl I01 l01 - - -TO Ui- I 22" x 54" Il I l Attic Access with light GARAGE Ir-----------------� LAYCUT SCALE: 1/4" = I'-O" 17. It is not the intent of these plans to show everg 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 RM1502 1211 I `Y' R�AI I �ce�li� h 20x20 DINING ROOM IH.B. Vent thru S of fit Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF > 1 IIL" Install oulet O I �� under disc. Q �p not shown i Q j 2xLxlFM clarity - _ V.,1 f COVERED PORCH SECOND BEDROOM i j 12xl2x8 L1 B/A = Balanced Air O= THERMOSTAT LOCATION A/C disc. 1505 42/0 Aluminum Feed AMP I %,• Conduit � PANEL M TE AHU 2" PVC ! FPL 2" rigid service PPL Bee 4.ont p9; rii 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 it Braden ,AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax (7712) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 34994 #AAC000032 0 �r ELECT<'C4L FL4 N PATIO/SLAB SCALE: 1/4" Attic Venting Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. f,.. required Provide A Continuous Vented Soffit Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida GARAGE LEFT Date Drawn 3-1-14 Drawn by: C.C.U. Checked by>. D.R.B. Post Light with "--Vn Photo call I Revisions 10-18-16 Product Approval revision plan review I� a > v m a Sheet OF 5 Fife Co Exhaust Duct -Thru Soffit Wire For Front Post Light Comm # 12-2�