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HomeMy WebLinkAboutREVISION,Bldg plans, 0511\'%-�i\,- File Copy Finish Columns with 5/8" thick cut coral finished stucco bands 12" Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 i. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" screws with self sealing washer at 12" o.c. max spacing over ASTM D 2) 30 lb felt underlayment installed with min, side laps and 6" end astened with corrosion resistant tin caps and with 25" ring shank Wade d 6" o.c. at all laps and two staggered rows 12" , . in field. Attach to trusses using attachment detail on this sheet lR. � thick light textured O O stucco on typical concrete block construction 5/8" thick x 8"w cut RIGHTELEVATION coral finished stucco bands 12 4 1 SLOPE SCALE: 1/4" = F-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x l.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 ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o. in field. Attach deck to trusses using attachment detail on this sheet �\ 5/8" thick light textured stucco on typical concrete block construction LEFT ELE-VATION 12 SLOPE 14 W-I" T.O.B. 12" 12" H. H.- O'-0" = Finished Floor L V/__�TIOI X I XOTE.-S: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 41101.12 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" enc laps fastened with corrosion resistant tin caps and with . 5" ring shank nail spaced L" o.c, at all laps and two staggered rows 12" o'c' field. Attac deck to trusses using attachment detail on this sheet 12 Finish Column=th 5/8" thick cut coral finished stucco bands FEAR Overhangs at 1'-0" unless otherwise noted on Roof fi lan 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 Window or Door. 5/8" thick x 8"w cut 3 coral finished stucco bands 3 Product Approval Submittal Affidavit Opening Schedule String Doors, Overhead Doors. Sliding Doors. Windows at Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method Expiration Date Design Pressure of Approved Testa 1r2,3 t�f FLU 11499.2 Single Hun g g $erlB6 195 MI Windows and doors ia. x gpcaw WW mirI p?r LeAon at max roe each caner and i o.im thereafter through T Buck into end tilled CMr wall maintaining min 2.5" edge distance in strict adherence to the product approval. ± LO of p A I4-0330.02 Overhead Garage Door Model 824/811 T-4' max. width 16'-0" max height DAB x uc to centret, a with ce 'with a t5 Mr wit. �a 3/9' z C' Hilt, NLC Sleeve eneha, e- B' e.c. fi 135' be. washes ss-h r. es edge distance. Instaa track to suck D 5de. w s/a` a -"read lag ¢rows m och bracket maintaining � er "s• .dg. • - GC w stncng adharo to product approve" rovke l/IL` sm,lier on roar .liar-,. 10-9-21 + 50.0/-60.0 psf B FLU ILL14.1 Fiberglass Smitn Pro/ h Pro Jeld-Wen Elco 1/1" din. tapcon with min 1.26" embedment at 3" max from corners and 11.5' o.c. max thereafter in head and jamb&. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 Mi Windows and doors iq. x -pc.!n. u in. enetratian ro max. ion each caner end l" CM all double row thmin 2.er throng in Suck moo solid fined CMu well approval. min 2.5" edge distance in attic- adheranca to the product approval. + 48.2 P$F - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TT EExSplration Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion MI Windows and doors For CMu use (2) 1/4' x 2 3/4' tapeona with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ ROOF FLU 11651.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 26 ga. 5v cnmp metal roofing attached to plywood deck using #9 x 1.5" (t a screws 0elbh felt underla mentemstalled with minx spacing soverM 0 and 4" en laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails &paced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.6 PSF Siding stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at L" o.c, screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using .I dia. x 1.5" Iona rina shank mail& with 3/8" dia. head. +55.0/-35.0 PSF Hurricane 24 Gauge Global Protection FI# 15016.2 Products L-C Panels Storm Panels Install using 1/2" dia. solid set lead anchors with 1/4" din.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2' o.c. along the bottom and 13" o.c. at the top + 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record SCALE: 1/4" = I'-O" 12 4 1 SLOPE 5/8" thick x 8"w cut --� coral finished stucco bands L \ 5/8" thick light textured stucco on typical concrete block construction ELEVATION ICI SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.)2 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x LS" 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" ent laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attac deck to trusses using attachment detail on this sheet -O'-4" A.F.F. 5/8" thick light textured stucco on typlcal concrete block construction FRONT ELEVATION 2" x 4" top plate 1I '1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board I 11 / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR L"xL" 410/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Dion -Bearing Partition nts Braden t Braden ,AIA, FA Wgnne Building Corp. Architects - Planners 411 S.E. Coconut Avenue Carlton 299 Tel : (172) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaia8 comcast. net St. Lucre County Florida Stuart. FL 3499( #AACOOOOS2 CONCEHLEO FASTBEK A ARACH OIS ARE THE 11SPORS11 I00FTR CORTPACTOA REM TERMITE TREATMENT REQUIRE ALL MANUFACTUR S LABLES SHOWII U FACTORS AND HOC COMPLIANC WITH FBC ENE QY CODE MUST REMAIN ON ALL RS AND WINDOV UNTIL INSPECTIO S ARE APPROVE! fhESE PLANS AND ALL PROPOSED WO ARE SUBJECT TO AN CORRECTION! REQUIRED BY FIELD 11 SPECTOR$ THI +MAY••BFa•NECESSAR qN ORDER;TO CQMPLYWITHALLAP LICABLECODE r 1Lii T rOLt tV Ri iT nna n, iSlOv tVif"N!il1 0 Ft7t G0N 11+.1Cg 01ILt1'ti1B7!--3Atl1C k1 ATE .! n^ I,:1NS AND PE.. T.11' hf1iS'1' ilk: 1�� PT O°+ 1,7 NSPECT'ION AVILL))E X, `2. 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" COX Plguhood nailed at L" o.c. in field and edges with I( d ring shank galvanized nails into truss webbma_ 12" H. O 5/8" thick x 8"w cut coral finished stucco ban SCALE: 1/4" = 1'-0' 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: Il'- " Roof Pitch: 4:12 Internal Pressure Coe icient: ±0.18 SubJectabditg to damage from: Weathering: Negligible Termites: Vero Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C �p To ROOF1 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASO design ITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+0.61UL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-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 0= Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided?��s = Roof Zone 2 Are Components an Cladding Da i s Provided? Yes Walls Zone 5 END ZONE Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X By Test: psi This Budding Shall Have the Following: X Corner Zones APPROVED SHATTERS: IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -A-6- pef FLOOR DEAD LOAD: 10 per JOB ADDRESS: �-\ GARAGE LEFT Date Drawn 12-8-Ili Drawn by: C.C_u- Checked by: D-R.a. Revisions Sheet Comm # 4-4-11 Plan Reveiw OF 5 File COPY FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" 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. slabar3on bolts 5oik�steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc.., to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2%' 2%1 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. !2" 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 (o. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2y," 1. ALL wood in contact with concrete shall be pressure treated. o 0 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. /2" 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 2y," 2y2, handicap accessibility requirements. y; 6„ y211 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 E� 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 I" x 6" 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 nade materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R31L - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, CL30, C931 C`i60, C1002, C1041,C11-171, C1118, C1218, C1395, or C139L and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Ned smn options for g p or drywall Into Spacing Maximum installation wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" .7" 12" 13gn 1 3/8" long with 19/64" head OR 0,098' diameter x 1 1/4" long annular -ringed or Sid cooler nail �2 OR 0.080" dia. xx 1 5/8" long with Walls Either 16" g' iG" Direction IS/64" head OR Gypsum board nail 0.084" din. „ x 15/8 with 9/32" head. Ceiling Perpendicular 24" 12" 13ga 1 5/8" lloong with 19/G4" head O 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR 0.092" din. x 1 1/8" long with Walls Either 16" 8" I6" Direction 1/4" head OR Gypsum board nail 0.0915" dia. X I l/8" with 19/G4" head. Install SGD thru buck Into q O 0 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 AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1-7 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. 2' VTR JIL I I I 21' VTR Mastery/ J;L Bath I �. Lev. I 2" Lay. 4" 1 2" VTR W.C.-JIL I I I Sher. 3" J I Kit. Sink I Kitchen 2" 1 I I Lay, 3" W.C. Beth #2 Sher. 3" C.O. To septic PLUMBfNG RISER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Use SAC' tap -con with sliding door 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max n Masonry Wall � thereafter at sill per product a roval '--� /2IN Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.L, Sliding Door Detall I penetration at 6" max. A108.1, AllB.l, A118.3, A136.1 and A13 -1.1 from ." from each corner and 20." o.c. max 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 CII-18 and Installe 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 accompanylng smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. rft(gpe oast Supply and MFG 5v Crimp Metal roofing FL #II451.12 5v crimp metal roofing attached to plywood deck using #9 X 1.5" crews with self sealing washer at 12" o.c. max spacing over ASTM D 2) 30 Ib felt underlagment installed with min. 4' side laps and 6" endstened with corrosion resistant tin caps and with 1.25" ring shank nails 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attacho trusses using attachment et on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip �a Edge t Fascm 2" x 6" sub -Fascia Kagcan full o vent vingl soffit using 1/8" dia shank x 15" long roofing nails with 3/8" din. heat product approval -see chart al 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg 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) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 1 V o.c. with R4.1 fi-Foil insulation on typical 8" Block walls All drywall to be installed per FBC R-T02,3,1 and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only, proportioned per FBC R607.1 and Mortar Joints shall compig with FBC RGO-1.2_1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #5 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 G mil Visqueen over clean compacted termite treated fill -111III��ill_ -IIIII�1,1111- 14" x 14" (Concrete footing with (2) #9 bars cont. and #5 TY F i C A L SECTION transverse bars at 48" o.c. Scale , 1/2" = 1'-0" #1 12 4 Head fixed door window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5�8'x 5'-3id' 54:e"x 43i/4' Single Hung ZONE 4 2. 6'-2 %"x 5'-3 %' 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 271/2"x 38%a" Single Hung ZONE 4 4. 4'-5%'x 4'-2%a" 54%s"x 54ye" 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 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X I'-O" loan x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%' Fiberglass Panel - Inswing ZONE 4 C 6'-On X 6'-8" l4" x 81 %2" d ; :wit°" Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - G-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-4" X 6'-8" Solid Core - Wood - 6-Panel F 5'-On X 6'-8" Solid Core - Wood - 6-11anel - Bi-Fold G 2'-8" x 6'-8" x I %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-B" Solid Core - Wood - 6-Panel 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 manufacturer s specs prior to construction v US vL a u_ 11 1L O 1: W - O Venl Dryer throdah wall \ A/C Meter O 0 0 EGRESS N I MASTER BEDROOM 8'-O" A.F.F. Flat Ceiling 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch I T-o" to 9' Vaulted ailing GREyT ROOM G I O I Rod t'Shelf - 21'-e" I Vanity toye i 34 Y2„h�g a 1 N I i � I °D l a 2" x G" knee -wall (`8'-01 to 9`8" A.F.F. co rr r O below counter to N CLOSET p vaulted ceding lEN -- -J DiNING SINE © Rod t SfieIF 8" �s, F; R O O M ro \-DW- \ \ \�i \�\ a� TII \ H c \\ \ I Vanity to be 34 %2"high lI (41") 9Y4" r KiTCI IE�I High Wall I O 1 L - _ 1-1/2" { O N 8'-O" A.F.F. Uverhang 7 H - Flat Ceding Upper ca inet,, to extend over Ref. I" Oi .r . py6Npr aping 7 '9V Writ - - ,• �R-11 6acu neweuon ry 4"s Steel Ballard l See detail on this sheet '" - I r_ __ BI F wl M Provide auto I 22" x 54" , I� p I closer Attic Access 1 with light II Q w-----J 22" --� 150 Amp 4„ a F' nel a -O„ m i Ln a E R GARAGEGARAGEGEN Y E RES O -4" A.F.F. 00 MT Flat Ceiling O � N � 1 Block wall in garage to be 1 struck block I \ 1 I I 14 _C I 1 17 O I I la 00 J 9'-O" 15'-10��, Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c, max. Exterior race at head and sill per product approval of wall Buck to be I" x 4" FT 10'-2" 1 E BATH n - Rod t Shelf - Jill 8'-0" A.F.F. Flat Ceiling SECOND m\ BEDROOM'f o ° 0D r I Ln N I 9 EGRESS 0 L�0 C VER D O 12' x 12" concrete colu n block filled 0RC with on rete and (2) #7 ars vert. tied) O J O 2„ into lintels abo e to 12'-6, S'-4" 34,-0" Exterior face of wall 5'-2" A G'-4" Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck i �e _'_'`I"x4" P.T. Buck nailed to INSTALL VULCEM BLOCK SEALANT ��ge wood screws thru iamb into buck block with case hardened in ON ALL JAMB, HEADER, AND 4 each hinge and IS" jamb max and Detail a t W i n dow S prior to window attachment SILL BLOCK PRIOR TO BUCK D e t a i l a t D OOf prior to hang attachment INSTALLATIOK NTS NTS Braden It Braden AIA, P,4 wLnne Building Corp. Date Drawn Revisions Sheet Comm # Architects - Planners q p� 12-8-14 4-4-I1 Plan Reveiw 41�1 S.E. Coconut Avenue Carlton 2 I I GARAGE Drawn bV: Tel : (112) 281-8258 e.e.0 : 2 . Fax : (12) 28�-8283 Spanish Lakes E-mail: bradenaiaacomcast.net St. Lucie County Florida Ch Red - Stuart, FL 34994 UAAC000032 OF 5 File Copy ROOF SHEETING ATTACHMENT DETAf L I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 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 6" 6" 8d ring shank 45 psf Zone 2 4" 6" Sd ring shank 7(. psf Zone 3 4" ' 41 8d ring shank 84 psf ** Zone 34 6" 61' US 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 '16-1 Rebar Rebar 48 Bar Dla. Mln. Overlap to Lintel Attdc�meet NTS Provide 45 bars with min. 48 bar diameters overlab Into beam. Tie Provide #5 bar set in pre -cast Provide PT Buck attached per iamb letalls Into filled c 4" Pre -cast Sill \ Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. Concrete Footing 4':- (see Tooter schedule For exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 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 A57M D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32 CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Ev Crimp Metal roofing FL #IIL51.12 29 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 underlagment installed with min. 4' side laps and L" and 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 LINTEL SCHEDULE Mark Window or Doo Unit Width Lintel Size Cast -Crete S ecification Rows of "H" Block Above a Bottom Steel size Top steel size Max. Gravity Load (PLF) Max. uplift Load (FLIP) Max Lateral Load (PLF) L22 2'-2" 3'-0 8F8-OBAT I 85 3oL9 150 1024 L31 2'-L" 2'-e" 4'-O" 8F8-OB/IT I #5 25LI 1363 163 L45 4'-5" 5'-10" 8F8-OB/IT I #5 1 1105 909 339 L50 5'-0" L'-L" BPS-OB/IT I #5 1 1238 835 -121 LLO L'-8" T-go 81128-OBAT I #5 1011 121 534 L80 8'-O" T-4" 8111128-8/21' I #5 2 #5 152 591 512 L90 9'-0" 1o'-0 8F8-8/2T I #5 2 #5 L43 530 401 L90B 9'-0" 10'-L" 8FIL-IB/2T ONE 1 #5 2 #5 1533 II83 401 LI00 io'-O" II'-4" 8P8-8/2'r I #5 2 #5 582 1 194 452 LIOOB 10'-O" II'-4" 8FIL-I13/21' ONE 1 #5 2 #5 13L6 1028 452 LI20 12'-O" 13'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B IT-0" 13'-4" 8FIL-I19/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0" 15'-4" 8FIL-8/21' ONE 1 #5 2 #5 1250 L09 259 LILO IL'-O" IT-4" 8F8-IB/2T I #5 2 #5 300 192 194 LILOB IL' -Om n'-4" I 8FI4-8/21' ONE I 1 #5 2 #5 950 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 P!�I CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER K-O" LONG ARE TO BE PRESTIRESSED. 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 L" and (2) #1 6arewert. tied, into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of foster IL" below finished floor V 12 4 1 1/2" thick stucco on attached to horizonti framing with nails or no less than 1-3/4" horizontal wood framir into vertical wood fr Aluminum Drip Edge t Fascia Flash and Counter flash Nall ledger to gable end truss with (2) IOd is at each web hi -rib lath vertical wood s to provide .ration into 3/4" penetration members 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 Ml�� I�11� -IIII.�:illlll�l���iil-iiil-iii1� i3 Tuelcal Aluminum Panel Sizes per manufacturer - See Typcal Stud Detail Flush Mounted Shutter Detail nts W ood Sect►on I Brace Gable end with 2" x 4" SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEER-F-ID WOOD TRUSSES 8 24"o.c. TYPICAL ( shop drawings by manufacturer ) 0 N 'Q LU Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottoms of top chords using (2) IOd nails at each truss and shall meet all pertainingr ASTM codes HETA 20 Mortar to be Type "M" on proportioned per FBC R401.1 and Mortar joints shall comply with F B C RL(�1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell urth concrete and ROOF F L A (D #5 bar vert. (typicaU. Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1`0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET 4" concrete slab with Fibesh TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURE mil ViVisqueen over - L"xL" #10/10 WWM on L mil en clean compacted termite treated fill - ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY =11 TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRiOR FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION at Front Fora — 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 Wgnne Building Corp. Date Drawn Revisions Sheet Comm 4 Architects - Planners q p� 12-8-14 4-4-i1 Plan Reveiw Tel S.E. Coconut Avenue Carlton 2 I i GARAGE E Drawn by: Tel (112) 287-8258 Fax (712) 287-8283 S anish Lakes �. E-mail: bradenala5comcast.net St. Lucie County Florida Checked by: Stuart, FL 349% UAAC000032 _ _ D.R.B. OF 6 File Copy PANEL "A" Poles BR Load Wire Description circtt circ# Description Wore Load BR Poles 2 40 1.0 kw #8 A/C camp 1 2 AHU wo 3.5 kw 30 2 3 5 4 L 2 2 30 4.5, kw #IO 40 gal. water HTR Ran a 96 12.0 kw 50 7 9 8 10 2 1 20 1.8 kw #12 Pump Dr er 910 5.0 kw 30 I 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 I6 Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A.C. m 18 Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 412 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 1.4 kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 #12 20 1 1 20 #12 General Lighting 29 30 Recepts 20 1 1 20 #12 General Lighting 31 32 Recepts #12 #12 20 1 I 20 #12 1 General Lighting 33 34 Exterior GFCI 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI 012 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 I 5 are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting..(3..watts sg.. ft.) Small, A_pp(iance. Circult(s). Range .......... Refrigerator Microwave Dish. Washer Clothes Washer ............................................... .Clothes. Dryer ................................................ Water Heater ................................................. Water Pump ........... ........... I ............. .......... .. parage Door Opener .................................. . . . . . . 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1,200 1 1,200 1 5 000 4,500 I,aoo 5,000 1 4,500 1,800 1 810 810 Total Watts 31.415 First 10000 Watts e100% 1 10.000 10,000 Remainder 21,415 ®40% 1 O 10,966 Electric Heat or A/C 10,000 946% 1 10,000 IO,o00 Calculated Load Watts 30,944 Volta e 240 Calculated Wattage Divided by Voltage = Total Amps QZ3 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed FB Push Button Switch SS Exhaust Fan Duplex Outlet Y Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack FfTelephone Jack AC DISC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up ElIntercom 149 CFM IOxIOxL PATIO/SLAB MAST R BEDRO M GRE T ROOM 149 CFm IOxlOx6 I 12xl2x10 F - B/A r 41 208 CFM C nter Registers or ceiling fan CFM L 1t 108 IOxIOx xi �/ 12xl2x10 H.B. 9 CF I I x4x4 I ° E �n I I Bx4x4 ----J I 12" I 54 FM DINING Soffit ATH �� �;�, I ROOM o� ti I ° I IN 2C10 CFM 1 FM 12x4xl o xb ° I H.B. 14" 2gx20 I5 CFM Vent ti1fU I i R�A1 I Sx4x4 - --- - - _ soffit o �ce7i� A T H - - - O 0 T 1 I--- #I I 1 r_____ I 22' x 54" -117" > p l I n I I Attic Access T 144 CFM l with light L Q I lox6x6 - - - -- iL Meter 150 Amp 8-'_T�q� CF - Panel 8 `\ SECOND GARAGE �� BEDROOM j N j 12xl2x8 �y B/A r----------------- i I I I I I I I I COVERED I I 1 1 PORCH I I I I I I I I = JUNCTION BOX TO SUPPORT A FAN � � � � � � � � � � � � \ / `� O = THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: I/4" = I'-O" Electric Notes: I. 2. Use copper wire onlg, no aluminum. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in working order. S. ALL bath and kitchen receptacles to be GFI protected. proper 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 RM1402 be 19. The electrical system shall be completely and effectivel y 10. A/C �Brant lines that are run thru slabs must in i sleeved n VC grounded as required by the latest edition of the N.E.C. II. 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 bg a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, 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 than two Dears 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-l" shall be installed in metal EMT 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 RM1502 A/C disc. 1505 #2/0 Aluminum feed AMP 1 i/2' Conduit MCB PANEL f AHU 2" PVC ( FPL 2" rigid service FPL Bare U copper wire IF to nRrI in ELECTRICALS co - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction MASTER BEDROOM 8- \I • 11■CI� _.. Exhaust Duct Thru Soffit '4" Exhaust Duct Thru Wall w.p. GFI Install owlet under disci/ 'V not shown or n clarity A iC PATIO/SLAB .Covered Porch,\ \ I GFi T2 -55 I TV Smoke / Carbon G R E > T Monoxide Detector R 0 q M Combo s I c I I 11 =8 ll ll � I � I DiNING u ur,I F7_ I` `�F R O O M I �N Ki7�HEN Smoke 4 G&rlao - -� Monoxide Detector Combo � n Girl 42"h GFI / /®- I 22" s 54° , Cente Attic Access \ with light I 150 L Am optional J t - Meter Panel PcA paiel location Pull charnl \ light in attic GARAGE 42,.h GFI Garage Door Opener or----------------- i � I I I I - I I I I I I I I I I I i I I I I ELEC7KIC.4L PL/4N Braden t Braden AI A, PA Architects - Planners �11 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 287-8283 E-mail: bradenaia5comcast.net Stuart, FL 3.4994 UAAC000032 AT 50 CFM F N PB / w.p. GPI \ \ COVEREIn' FT rlORCH SCALE: 1/4" = I'-0" Attic Venting Calculations EBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.16 sq. f:. required Provide A Continuous Vented soffit W(gnne Building Corp. Carlton 299 Spanish Lakes St. Lucie County Florida Post Light with Photo cell I Date Drawn Revisions : GARAGE Drawn 4-�4-I� Plan Reveiw LEST Drawn by: C.C:. Checked by: ED. R_iE�, 0 N 6' -3" Sheet OF 5 H.B. Exhaust D4ct -Thru Sof it Wire For Front Post Light Comm # I�-300