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Home My WebLink AboutBuilding PlansGulf Coast Supply and MFG Sy Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 6 o.c. at all laps and two sta9ggered rows 12" o.c. in field. Attach L. 12" ,._ .`. 12" .H. H. 5/8" thick light textured stucco on typical concrete �{ block construction 0' Finish Columns with 5/8" thick x 8"W cut 5/8" thick cut coral coral finished stucco bands finished stucco bands R I G H T ELEVATION SCALE: 1/4' - 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 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 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 SLOPE -O" = Finished Floor ELE\/ATION NOTES: 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 6" end laps per 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 �/ V VIIIYn V Wb l.Vl ul bLuGGtJ wri {.ypicoi c uric-i CLG finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Ang 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. 0'■12" r 5/8" thick x 8"W cut ❑., . 5/8" thick x 811111 cut 3 coral finished stucco bands 3 coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction =Finished Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFT ELE\/ATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, shadows ik Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment methodT zpcation Date Design Pressure of Approved Teats 1.2.3 t4 FLU 11499.2 Single Hun g g Series 185 MI Windows and doors L IpC. x apCoro, q ail om saes earnar and i" o.e. ti erea�Ler through PT Buek�lnto Mld filled CMU van mmntainmig min 2.5" edge dntenca in strict adherence to the product roval. ± 60 sf p A I1-1108.30 Overhead Garage Door Model 824/e11 ILI-0 max. width IL'-O" max height DAB D "a6 bs ffi"vaR� masisrmr maitirI mxry"i"YH�Iti C sierra ncha. st a sw. buck n1) sn x ) S ha tirwt W trm m':xh'mtra�d"Ce`it"n mmw R a is- edp a.ew x. - oc t" erauo sawn tr prdtt Katmai 10-9-21 + 50.0/-60.0 psf $ FLU 16614.1 Fiberglass Design es Smotnh pro Jeld-Wen £lco 1/4' die. tapcon with min 1.25' embedment at 3' max from corners and 11.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 Mi Windows and doors I x �ip na I p brl at max tom eae� carmr and l ac. �o�s row ter tar thr PT Beek into said idled CMU wall nanemmng min 2.5' edge distance in strict adherence to ilia roduct a was. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Expiration 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" tapcons with min 1 1/4' embedment pen into each Mull CII Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + II8.9 PSFetration _ ROOF FLU 11451.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimpmetal roofing attached to plyaaod deck using #9 x 1.5" wooQ screws wih well, sealing washer at 12' o.c. max aRacing over ASTM D (type 2) 30 lb felt underlayrsent installed with imm 4 wdi laps and 6' and laps fastened with corrosion resistant tin ceps and with 1.25' ring shank nails spaced L oc. at ill laps and two stapw4 rose 12' ax. in field. Attach deck to trwaes using attachment detai an rod plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install yang 2" x 2" battens at V o.c. screwed to soffit framing ua ng #8 x 3" wood screws at each truss. Install 90ffit to battens to +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install trig 1/2" dia. said set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13' oc. 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' = 1'-0" 12 4 1 SLOPE SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 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 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 1 ICI ICI ICI I�1 ICI ICI ICI ICI ICI ICI I!O71 ICI -0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 2" x 4" top plate u 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 19" o.c. base -board ----\ 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Viaqueen over clean compacted termite treated fill Interior Non-Bearfnq Partition nts Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiagcomcast.net /8" thick x 8"W cut )ral finished stucco bands 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 Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 7-6nl- ( 57Z- REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SCALE: 1/4" = I' -Om 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 DORM 100) OdffgFib Florida Building Code Residential: bth Edition and ASCE 'I-10 for Wind Loading Building Design is: Enclosed Risk Categorg: If Wind Velocltg: 165 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 -el" Internal Pressure Co icient: ±O-IR rr., Subjectability to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Exposure Classification: C sWind i� 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.gWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psF Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: 5. +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 ® = Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding Detblr Provided?Yes END ZONE Minimum Sal Bearing Pressure: 2 00 pal, Presumptive: X Bg Test: psi SEE RODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS M = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 3'1 psf ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD-11- p&f FLOOR DEAD LOAD: 10 of JOB ADDRESS: \'Z�o Wynne Building Corp. The Grand Carlton GARAGELEFT Spanish Lakes St. Lucie County Florida Date Drawn 9-4-19 Drawn by: C.C.U. Checked by: D.R.B. Revisions Sheet Comm # OF 5 1 12-2b FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. 1. Contractor to verif ALL notes and dimensions prior to 13 high by 4" diameter steel crash post. Floor steel proceeding With work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements, erasion bo50 into 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. 2h" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. h" �2" ALL Concrete used for vertical filled cells, Cont. tie beams etc.. t0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L. Drywall at ceilings sha11 be leveled and attached to bottom chord "3/8" O 2/2 9 v of trusses with screws per FBC R�02.3.5. o 0 2� -I. 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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for sr,' 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 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 I" x 6" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hari materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R314 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 AID, C1002, C1O47,C1111, CIli8, C1218, C1395, or C13% and shall be installed according to the following: (FBC R102.3.5) Drywall Framing Max. spacing Thickness Location Orientation Member of fasteners Nail sizing options for Spacing installation of drgwall into Maximum Nails Serews wood framing members 2" x min. thickness Ceiling Perpendicular 24" Z" 12" 13ga 1 3/8" lloong with 19/0" head O 0.098" diameter x 1 1/4" longg annular -ringed or 5d cooler nail I OR /2 Walls Either IV 8" IL" 0.080" dia. xx 1 5/8" long with Direction 15/44 headOR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" Z" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler naiOR Walls e" IG" 0.092" dia. xx 1 1/8" long with Direction IL 1/4" head OR Gypsum board nail 0.0915' dia. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/1t" tap -con with 11/2" penetration at (" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_pprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum C1288, C1325, OR CIli8 and installed I.A.W. manufacturers recommendations shall psum backers in accordance with ASTM 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 accompan in smoke developed index not to exceed 450 when tested in accordance wit ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plgwood 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" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced L" o.c. at all laps and two staggered rows 12" o.c. In field. Attach dp eck to trusses using attachment detail on this sheet Simpson H£TA 20 or equal hurricane anchor at each truss 12 with 110) x I in nails PRE-ENGINEERED TRUSSES ( 24" o.c.) cJ supporting Max. 4 at 24"o.c. TYPICAL Is101ba. uplift (shop drawings by manufacturer) Aluminum Drip �~ \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2' drywall with smooth finish 2" x L' Sub -Fascia Two rows of beam block filled with concrete and (1)#5 bar cont. in each row. Substitute Kaycan full o vent vinlil aoffit installed precast lintel filled with concrete and (1) US usin 1/8' dia shank x 1.5" long galv. bar cont. for bottom row over openings roofing nails with 3/8' this. head per product approval - see chart sheet #I 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls 5/8" thick light textured Z All drywall to be installed per FBC R102.3.1 stucco on typical concrete i and shall meet all pertainingg ASTM codes. block construction Mortar to be Type I'M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) #5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell (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 L"xb" #10/10 WWM on L ttnl Vis ueen over clean compacted termite treated fill t. Grade ' IIIMI I IIII IIII- ' 14" x 14" Concrete footing If with (2) #5 bars cont_ and #5 transverse bars at 48" o.c. T Y P I C A L SECTION Scale : 1/2" = 1'-0" Masonry Beam to / Walla 0 Head fixed door sliding door E v2" AREA CALCULATIONS Living A/C = 14,46 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq, ft. Total Cubic Ft = 11,568 2' VTR 1 1 1 1 2M VTR Mastery/ I JjL Bath ko 2" VTR W.C.IIshsr.IIIIILay.w.c.2 shay. 3' C.O. To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall _-__ Bottom. Track Typical Flooring - Bill Install SGD thru buck into block with 3/I6" tap -con with Sliding Door Detail I penetration at L" .' max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule7 Mark Size Rough Open. Window Descri tion PRESSURE ZONE I. 4'-5%a'x 5'-3 %8" 54%a"x L3%4" Single Hung ZONE 4 2. V-2%a'x 5'-3'/6" '15" x 0%," Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 385's" Single Hung ZONE 4 4. 4'-5%a"x 4'-2%e" 54ke"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rou h Opening Door Description PRESSURE ZONE A 9'-O" X -1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-e" 41 %;'x 83N' Fiberglass Panel - Inswing ZONE 4 C L'-O" X C-8" 1%, 4" x 81 ' e=too Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24' x 81 %2" E 2'-(." X it Solid Core - Wood - L-Panel F 5'-0" X (1'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x V-8" x I �;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X it Solid Core - Wood - to -Panel J 2'-4" X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X G'-8" Solid Core - Wood - L-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 cv M I 9'-6" 12" 8'-6" 2" OPTIONAL O PATIO/SLAB DO O"II:__ il- 11F)IF71 I 00 a ' EGRESS N MASTER BEDROOM �a 8'-0" A.F.F. �.N Flat Ceiling O H O Venj Dryer thro h wall 1I 2" fd 4'-O" 0 I 6 Meter Rod t -O" 6' to De I I r ,g �r_ I N CLO C E 71 1 Z IJ) ATH ��' I ° M KITCHEN L - - O A.F.F. - Flat Ceiling Upper cabinets to 1 - ext nd over Ref. N aap Ref. e�e� O dj sn- Wci1r 12' x 12" Concrete column block filled with concrete and (2) #-1 bars Vert. tied into lintels above Covered Porch v I 8'-O" too}l9'-e" A.F.F..F.F Vaults Ceiling ling GR IAT ROM I 19' -81, I �r I N " x 6" knee -wall 8'-O" to 9'-8" A.F.F. slow counter top ql1l.JI Vaulted Ceiling I DiNING a,�F; I ROOM F1 I Vanity to be l 34 Y2"high ° (41") 9%1 II'-O 3/4 „ High Wall 3'-811 I` O ao N i[-11 B1C aWlmxm TUWH4"0 Steel BallardSee detailop22" z 54Provide auto Attic Accepcloser i�h 1�L----150 Amp P net 3'-5" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -1 / \ Buck to be I" x 4" PT GARAGE JM'4" A.F.F. Flat Ceiling r-----------------I Block wall in garsgga to be atruck block I I I I I 14'-L" I I I ® I I E BATH --. - Rod t Shelf A.F.F. Flat Ceiling Ir-G" SECOND BEDROOM" E-GRE-5S 1 O COVERED 121, x 12" concrete loin" block filled FIORC14 with con rate and (2) T bars Vert_ tit into lintels bova 4`2" II'-611 L, 9'-0" 3'-51, 2'-8" 2'-8" 4'-2" >L air 15'-10" 33'-4" 9'-61, REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY BOCC I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER. AND D e t a l l a t l U I n d o LATION w S prior to window attachment SILL BLOCK PRIOR TO BUCK L) s t a l l at L) OOr INSTAL Exterior race Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck NTS Braden it Braden AIA, FA Wgnn- Building Corp. Date Drawn : Revisions Architects - Planners 9-`�-19 411 S.E. Coconut Avenue T h � � r a n d Carlton GARAGE LEFT Drawn by: Tel (112) 281-8258 C.C.U. Fax : (112) 281-8283 BE -mall: bradenala�comcast.net Spanish Lakes Checked by: Stuart. FL 34996 #AAC000032 5t. Lucie County Florida D.R.B. FILE COPY crews thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-2� OF 5 Drywall Framing Max. spacing Thickness Location Orientation Member of fasteners Nail sizing options for Spacing installation of drgwall into Maximum Nails Serews wood framing members 2" x min. thickness Ceiling Perpendicular 24" Z" 12" 13ga 1 3/8" lloong with 19/0" head O 0.098" diameter x 1 1/4" longg annular -ringed or 5d cooler nail I OR /2 Walls Either IV 8" IL" 0.080" dia. xx 1 5/8" long with Direction 15/44 headOR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" Z" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler naiOR Walls e" IG" 0.092" dia. xx 1 1/8" long with Direction IL 1/4" head OR Gypsum board nail 0.0915' dia. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/1t" tap -con with 11/2" penetration at (" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_pprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum C1288, C1325, OR CIli8 and installed I.A.W. manufacturers recommendations shall psum backers in accordance with ASTM 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 accompan in smoke developed index not to exceed 450 when tested in accordance wit ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plgwood 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" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced L" o.c. at all laps and two staggered rows 12" o.c. In field. Attach dp eck to trusses using attachment detail on this sheet Simpson H£TA 20 or equal hurricane anchor at each truss 12 with 110) x I in nails PRE-ENGINEERED TRUSSES ( 24" o.c.) cJ supporting Max. 4 at 24"o.c. TYPICAL Is101ba. uplift (shop drawings by manufacturer) Aluminum Drip �~ \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2' drywall with smooth finish 2" x L' Sub -Fascia Two rows of beam block filled with concrete and (1)#5 bar cont. in each row. Substitute Kaycan full o vent vinlil aoffit installed precast lintel filled with concrete and (1) US usin 1/8' dia shank x 1.5" long galv. bar cont. for bottom row over openings roofing nails with 3/8' this. head per product approval - see chart sheet #I 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls 5/8" thick light textured Z All drywall to be installed per FBC R102.3.1 stucco on typical concrete i and shall meet all pertainingg ASTM codes. block construction Mortar to be Type I'M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) #5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell (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 L"xb" #10/10 WWM on L ttnl Vis ueen over clean compacted termite treated fill t. Grade ' IIIMI I IIII IIII- ' 14" x 14" Concrete footing If with (2) #5 bars cont_ and #5 transverse bars at 48" o.c. T Y P I C A L SECTION Scale : 1/2" = 1'-0" Masonry Beam to / Walla 0 Head fixed door sliding door E v2" AREA CALCULATIONS Living A/C = 14,46 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq, ft. Total Cubic Ft = 11,568 2' VTR 1 1 1 1 2M VTR Mastery/ I JjL Bath ko 2" VTR W.C.IIshsr.IIIIILay.w.c.2 shay. 3' C.O. To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall _-__ Bottom. Track Typical Flooring - Bill Install SGD thru buck into block with 3/I6" tap -con with Sliding Door Detail I penetration at L" .' max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule7 Mark Size Rough Open. Window Descri tion PRESSURE ZONE I. 4'-5%a'x 5'-3 %8" 54%a"x L3%4" Single Hung ZONE 4 2. V-2%a'x 5'-3'/6" '15" x 0%," Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 385's" Single Hung ZONE 4 4. 4'-5%a"x 4'-2%e" 54ke"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rou h Opening Door Description PRESSURE ZONE A 9'-O" X -1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-e" 41 %;'x 83N' Fiberglass Panel - Inswing ZONE 4 C L'-O" X C-8" 1%, 4" x 81 ' e=too Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24' x 81 %2" E 2'-(." X it Solid Core - Wood - L-Panel F 5'-0" X (1'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x V-8" x I �;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X it Solid Core - Wood - to -Panel J 2'-4" X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X G'-8" Solid Core - Wood - L-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 cv M I 9'-6" 12" 8'-6" 2" OPTIONAL O PATIO/SLAB DO O"II:__ il- 11F)IF71 I 00 a ' EGRESS N MASTER BEDROOM �a 8'-0" A.F.F. �.N Flat Ceiling O H O Venj Dryer thro h wall 1I 2" fd 4'-O" 0 I 6 Meter Rod t -O" 6' to De I I r ,g �r_ I N CLO C E 71 1 Z IJ) ATH ��' I ° M KITCHEN L - - O A.F.F. - Flat Ceiling Upper cabinets to 1 - ext nd over Ref. N aap Ref. e�e� O dj sn- Wci1r 12' x 12" Concrete column block filled with concrete and (2) #-1 bars Vert. tied into lintels above Covered Porch v I 8'-O" too}l9'-e" A.F.F..F.F Vaults Ceiling ling GR IAT ROM I 19' -81, I �r I N " x 6" knee -wall 8'-O" to 9'-8" A.F.F. slow counter top ql1l.JI Vaulted Ceiling I DiNING a,�F; I ROOM F1 I Vanity to be l 34 Y2"high ° (41") 9%1 II'-O 3/4 „ High Wall 3'-811 I` O ao N i[-11 B1C aWlmxm TUWH4"0 Steel BallardSee detailop22" z 54Provide auto Attic Accepcloser i�h 1�L----150 Amp P net 3'-5" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -1 / \ Buck to be I" x 4" PT GARAGE JM'4" A.F.F. Flat Ceiling r-----------------I Block wall in garsgga to be atruck block I I I I I 14'-L" I I I ® I I E BATH --. - Rod t Shelf A.F.F. Flat Ceiling Ir-G" SECOND BEDROOM" E-GRE-5S 1 O COVERED 121, x 12" concrete loin" block filled FIORC14 with con rate and (2) T bars Vert_ tit into lintels bova 4`2" II'-611 L, 9'-0" 3'-51, 2'-8" 2'-8" 4'-2" >L air 15'-10" 33'-4" 9'-61, REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY BOCC I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER. AND D e t a l l a t l U I n d o LATION w S prior to window attachment SILL BLOCK PRIOR TO BUCK L) s t a l l at L) OOr INSTAL Exterior race Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck NTS Braden it Braden AIA, FA Wgnn- Building Corp. Date Drawn : Revisions Architects - Planners 9-`�-19 411 S.E. Coconut Avenue T h � � r a n d Carlton GARAGE LEFT Drawn by: Tel (112) 281-8258 C.C.U. Fax : (112) 281-8283 BE -mall: bradenala�comcast.net Spanish Lakes Checked by: Stuart. FL 34996 #AAC000032 5t. Lucie County Florida D.R.B. FILE COPY crews thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-2� OF 5 Install SGD thru buck into block with 3/1t" tap -con with 11/2" penetration at (" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_pprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum C1288, C1325, OR CIli8 and installed I.A.W. manufacturers recommendations shall psum backers in accordance with ASTM 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 accompan in smoke developed index not to exceed 450 when tested in accordance wit ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plgwood 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" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced L" o.c. at all laps and two staggered rows 12" o.c. In field. Attach dp eck to trusses using attachment detail on this sheet Simpson H£TA 20 or equal hurricane anchor at each truss 12 with 110) x I in nails PRE-ENGINEERED TRUSSES ( 24" o.c.) cJ supporting Max. 4 at 24"o.c. TYPICAL Is101ba. uplift (shop drawings by manufacturer) Aluminum Drip �~ \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2' drywall with smooth finish 2" x L' Sub -Fascia Two rows of beam block filled with concrete and (1)#5 bar cont. in each row. Substitute Kaycan full o vent vinlil aoffit installed precast lintel filled with concrete and (1) US usin 1/8' dia shank x 1.5" long galv. bar cont. for bottom row over openings roofing nails with 3/8' this. head per product approval - see chart sheet #I 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls 5/8" thick light textured Z All drywall to be installed per FBC R102.3.1 stucco on typical concrete i and shall meet all pertainingg ASTM codes. block construction Mortar to be Type I'M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) #5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell (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 L"xb" #10/10 WWM on L ttnl Vis ueen over clean compacted termite treated fill t. Grade ' IIIMI I IIII IIII- ' 14" x 14" Concrete footing If with (2) #5 bars cont_ and #5 transverse bars at 48" o.c. T Y P I C A L SECTION Scale : 1/2" = 1'-0" Masonry Beam to / Walla 0 Head fixed door sliding door E v2" AREA CALCULATIONS Living A/C = 14,46 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq, ft. Total Cubic Ft = 11,568 2' VTR 1 1 1 1 2M VTR Mastery/ I JjL Bath ko 2" VTR W.C.IIshsr.IIIIILay.w.c.2 shay. 3' C.O. To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall _-__ Bottom. Track Typical Flooring - Bill Install SGD thru buck into block with 3/I6" tap -con with Sliding Door Detail I penetration at L" .' max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule7 Mark Size Rough Open. Window Descri tion PRESSURE ZONE I. 4'-5%a'x 5'-3 %8" 54%a"x L3%4" Single Hung ZONE 4 2. V-2%a'x 5'-3'/6" '15" x 0%," Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 385's" Single Hung ZONE 4 4. 4'-5%a"x 4'-2%e" 54ke"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rou h Opening Door Description PRESSURE ZONE A 9'-O" X -1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-e" 41 %;'x 83N' Fiberglass Panel - Inswing ZONE 4 C L'-O" X C-8" 1%, 4" x 81 ' e=too Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24' x 81 %2" E 2'-(." X it Solid Core - Wood - L-Panel F 5'-0" X (1'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x V-8" x I �;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X it Solid Core - Wood - to -Panel J 2'-4" X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X G'-8" Solid Core - Wood - L-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 cv M I 9'-6" 12" 8'-6" 2" OPTIONAL O PATIO/SLAB DO O"II:__ il- 11F)IF71 I 00 a ' EGRESS N MASTER BEDROOM �a 8'-0" A.F.F. �.N Flat Ceiling O H O Venj Dryer thro h wall 1I 2" fd 4'-O" 0 I 6 Meter Rod t -O" 6' to De I I r ,g �r_ I N CLO C E 71 1 Z IJ) ATH ��' I ° M KITCHEN L - - O A.F.F. - Flat Ceiling Upper cabinets to 1 - ext nd over Ref. N aap Ref. e�e� O dj sn- Wci1r 12' x 12" Concrete column block filled with concrete and (2) #-1 bars Vert. tied into lintels above Covered Porch v I 8'-O" too}l9'-e" A.F.F..F.F Vaults Ceiling ling GR IAT ROM I 19' -81, I �r I N " x 6" knee -wall 8'-O" to 9'-8" A.F.F. slow counter top ql1l.JI Vaulted Ceiling I DiNING a,�F; I ROOM F1 I Vanity to be l 34 Y2"high ° (41") 9%1 II'-O 3/4 „ High Wall 3'-811 I` O ao N i[-11 B1C aWlmxm TUWH4"0 Steel BallardSee detailop22" z 54Provide auto Attic Accepcloser i�h 1�L----150 Amp P net 3'-5" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -1 / \ Buck to be I" x 4" PT GARAGE JM'4" A.F.F. Flat Ceiling r-----------------I Block wall in garsgga to be atruck block I I I I I 14'-L" I I I ® I I E BATH --. - Rod t Shelf A.F.F. Flat Ceiling Ir-G" SECOND BEDROOM" E-GRE-5S 1 O COVERED 121, x 12" concrete loin" block filled FIORC14 with con rate and (2) T bars Vert_ tit into lintels bova 4`2" II'-611 L, 9'-0" 3'-51, 2'-8" 2'-8" 4'-2" >L air 15'-10" 33'-4" 9'-61, REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY BOCC I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER. AND D e t a l l a t l U I n d o LATION w S prior to window attachment SILL BLOCK PRIOR TO BUCK L) s t a l l at L) OOr INSTAL Exterior race Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck NTS Braden it Braden AIA, FA Wgnn- Building Corp. Date Drawn : Revisions Architects - Planners 9-`�-19 411 S.E. Coconut Avenue T h � � r a n d Carlton GARAGE LEFT Drawn by: Tel (112) 281-8258 C.C.U. Fax : (112) 281-8283 BE -mall: bradenala�comcast.net Spanish Lakes Checked by: Stuart. FL 34996 #AAC000032 5t. Lucie County Florida D.R.B. FILE COPY crews thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-2� OF 5 ' 14" x 14" Concrete footing If with (2) #5 bars cont_ and #5 transverse bars at 48" o.c. T Y P I C A L SECTION Scale : 1/2" = 1'-0" Masonry Beam to / Walla 0 Head fixed door sliding door E v2" AREA CALCULATIONS Living A/C = 14,46 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq, ft. Total Cubic Ft = 11,568 2' VTR 1 1 1 1 2M VTR Mastery/ I JjL Bath ko 2" VTR W.C.IIshsr.IIIIILay.w.c.2 shay. 3' C.O. To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall _-__ Bottom. Track Typical Flooring - Bill Install SGD thru buck into block with 3/I6" tap -con with Sliding Door Detail I penetration at L" .' max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule7 Mark Size Rough Open. Window Descri tion PRESSURE ZONE I. 4'-5%a'x 5'-3 %8" 54%a"x L3%4" Single Hung ZONE 4 2. V-2%a'x 5'-3'/6" '15" x 0%," Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 385's" Single Hung ZONE 4 4. 4'-5%a"x 4'-2%e" 54ke"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rou h Opening Door Description PRESSURE ZONE A 9'-O" X -1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-e" 41 %;'x 83N' Fiberglass Panel - Inswing ZONE 4 C L'-O" X C-8" 1%, 4" x 81 ' e=too Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24' x 81 %2" E 2'-(." X it Solid Core - Wood - L-Panel F 5'-0" X (1'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x V-8" x I �;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X it Solid Core - Wood - to -Panel J 2'-4" X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X G'-8" Solid Core - Wood - L-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 cv M I 9'-6" 12" 8'-6" 2" OPTIONAL O PATIO/SLAB DO O"II:__ il- 11F)IF71 I 00 a ' EGRESS N MASTER BEDROOM �a 8'-0" A.F.F. �.N Flat Ceiling O H O Venj Dryer thro h wall 1I 2" fd 4'-O" 0 I 6 Meter Rod t -O" 6' to De I I r ,g �r_ I N CLO C E 71 1 Z IJ) ATH ��' I ° M KITCHEN L - - O A.F.F. - Flat Ceiling Upper cabinets to 1 - ext nd over Ref. N aap Ref. e�e� O dj sn- Wci1r 12' x 12" Concrete column block filled with concrete and (2) #-1 bars Vert. tied into lintels above Covered Porch v I 8'-O" too}l9'-e" A.F.F..F.F Vaults Ceiling ling GR IAT ROM I 19' -81, I �r I N " x 6" knee -wall 8'-O" to 9'-8" A.F.F. slow counter top ql1l.JI Vaulted Ceiling I DiNING a,�F; I ROOM F1 I Vanity to be l 34 Y2"high ° (41") 9%1 II'-O 3/4 „ High Wall 3'-811 I` O ao N i[-11 B1C aWlmxm TUWH4"0 Steel BallardSee detailop22" z 54Provide auto Attic Accepcloser i�h 1�L----150 Amp P net 3'-5" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -1 / \ Buck to be I" x 4" PT GARAGE JM'4" A.F.F. Flat Ceiling r-----------------I Block wall in garsgga to be atruck block I I I I I 14'-L" I I I ® I I E BATH --. - Rod t Shelf A.F.F. Flat Ceiling Ir-G" SECOND BEDROOM" E-GRE-5S 1 O COVERED 121, x 12" concrete loin" block filled FIORC14 with con rate and (2) T bars Vert_ tit into lintels bova 4`2" II'-611 L, 9'-0" 3'-51, 2'-8" 2'-8" 4'-2" >L air 15'-10" 33'-4" 9'-61, REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY BOCC I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER. AND D e t a l l a t l U I n d o LATION w S prior to window attachment SILL BLOCK PRIOR TO BUCK L) s t a l l at L) OOr INSTAL Exterior race Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck NTS Braden it Braden AIA, FA Wgnn- Building Corp. Date Drawn : Revisions Architects - Planners 9-`�-19 411 S.E. Coconut Avenue T h � � r a n d Carlton GARAGE LEFT Drawn by: Tel (112) 281-8258 C.C.U. Fax : (112) 281-8283 BE -mall: bradenala�comcast.net Spanish Lakes Checked by: Stuart. FL 34996 #AAC000032 5t. Lucie County Florida D.R.B. FILE COPY crews thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-2� OF 5 I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall _-__ Bottom. Track Typical Flooring - Bill Install SGD thru buck into block with 3/I6" tap -con with Sliding Door Detail I penetration at L" .' max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule7 Mark Size Rough Open. Window Descri tion PRESSURE ZONE I. 4'-5%a'x 5'-3 %8" 54%a"x L3%4" Single Hung ZONE 4 2. V-2%a'x 5'-3'/6" '15" x 0%," Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 385's" Single Hung ZONE 4 4. 4'-5%a"x 4'-2%e" 54ke"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rou h Opening Door Description PRESSURE ZONE A 9'-O" X -1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-e" 41 %;'x 83N' Fiberglass Panel - Inswing ZONE 4 C L'-O" X C-8" 1%, 4" x 81 ' e=too Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24' x 81 %2" E 2'-(." X it Solid Core - Wood - L-Panel F 5'-0" X (1'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x V-8" x I �;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X it Solid Core - Wood - to -Panel J 2'-4" X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X G'-8" Solid Core - Wood - L-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 cv M I 9'-6" 12" 8'-6" 2" OPTIONAL O PATIO/SLAB DO O"II:__ il- 11F)IF71 I 00 a ' EGRESS N MASTER BEDROOM �a 8'-0" A.F.F. �.N Flat Ceiling O H O Venj Dryer thro h wall 1I 2" fd 4'-O" 0 I 6 Meter Rod t -O" 6' to De I I r ,g �r_ I N CLO C E 71 1 Z IJ) ATH ��' I ° M KITCHEN L - - O A.F.F. - Flat Ceiling Upper cabinets to 1 - ext nd over Ref. N aap Ref. e�e� O dj sn- Wci1r 12' x 12" Concrete column block filled with concrete and (2) #-1 bars Vert. tied into lintels above Covered Porch v I 8'-O" too}l9'-e" A.F.F..F.F Vaults Ceiling ling GR IAT ROM I 19' -81, I �r I N " x 6" knee -wall 8'-O" to 9'-8" A.F.F. slow counter top ql1l.JI Vaulted Ceiling I DiNING a,�F; I ROOM F1 I Vanity to be l 34 Y2"high ° (41") 9%1 II'-O 3/4 „ High Wall 3'-811 I` O ao N i[-11 B1C aWlmxm TUWH4"0 Steel BallardSee detailop22" z 54Provide auto Attic Accepcloser i�h 1�L----150 Amp P net 3'-5" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -1 / \ Buck to be I" x 4" PT GARAGE JM'4" A.F.F. Flat Ceiling r-----------------I Block wall in garsgga to be atruck block I I I I I 14'-L" I I I ® I I E BATH --. - Rod t Shelf A.F.F. Flat Ceiling Ir-G" SECOND BEDROOM" E-GRE-5S 1 O COVERED 121, x 12" concrete loin" block filled FIORC14 with con rate and (2) T bars Vert_ tit into lintels bova 4`2" II'-611 L, 9'-0" 3'-51, 2'-8" 2'-8" 4'-2" >L air 15'-10" 33'-4" 9'-61, REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY BOCC I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER. AND D e t a l l a t l U I n d o LATION w S prior to window attachment SILL BLOCK PRIOR TO BUCK L) s t a l l at L) OOr INSTAL Exterior race Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck NTS Braden it Braden AIA, FA Wgnn- Building Corp. Date Drawn : Revisions Architects - Planners 9-`�-19 411 S.E. Coconut Avenue T h � � r a n d Carlton GARAGE LEFT Drawn by: Tel (112) 281-8258 C.C.U. Fax : (112) 281-8283 BE -mall: bradenala�comcast.net Spanish Lakes Checked by: Stuart. FL 34996 #AAC000032 5t. Lucie County Florida D.R.B. FILE COPY crews thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-2� OF 5 cv M I 9'-6" 12" 8'-6" 2" OPTIONAL O PATIO/SLAB DO O"II:__ il- 11F)IF71 I 00 a ' EGRESS N MASTER BEDROOM �a 8'-0" A.F.F. �.N Flat Ceiling O H O Venj Dryer thro h wall 1I 2" fd 4'-O" 0 I 6 Meter Rod t -O" 6' to De I I r ,g �r_ I N CLO C E 71 1 Z IJ) ATH ��' I ° M KITCHEN L - - O A.F.F. - Flat Ceiling Upper cabinets to 1 - ext nd over Ref. N aap Ref. e�e� O dj sn- Wci1r 12' x 12" Concrete column block filled with concrete and (2) #-1 bars Vert. tied into lintels above Covered Porch v I 8'-O" too}l9'-e" A.F.F..F.F Vaults Ceiling ling GR IAT ROM I 19' -81, I �r I N " x 6" knee -wall 8'-O" to 9'-8" A.F.F. slow counter top ql1l.JI Vaulted Ceiling I DiNING a,�F; I ROOM F1 I Vanity to be l 34 Y2"high ° (41") 9%1 II'-O 3/4 „ High Wall 3'-811 I` O ao N i[-11 B1C aWlmxm TUWH4"0 Steel BallardSee detailop22" z 54Provide auto Attic Accepcloser i�h 1�L----150 Amp P net 3'-5" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -1 / \ Buck to be I" x 4" PT GARAGE JM'4" A.F.F. Flat Ceiling r-----------------I Block wall in garsgga to be atruck block I I I I I 14'-L" I I I ® I I E BATH --. - Rod t Shelf A.F.F. Flat Ceiling Ir-G" SECOND BEDROOM" E-GRE-5S 1 O COVERED 121, x 12" concrete loin" block filled FIORC14 with con rate and (2) T bars Vert_ tit into lintels bova 4`2" II'-611 L, 9'-0" 3'-51, 2'-8" 2'-8" 4'-2" >L air 15'-10" 33'-4" 9'-61, REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY BOCC I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER. AND D e t a l l a t l U I n d o LATION w S prior to window attachment SILL BLOCK PRIOR TO BUCK L) s t a l l at L) OOr INSTAL Exterior race Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck NTS Braden it Braden AIA, FA Wgnn- Building Corp. Date Drawn : Revisions Architects - Planners 9-`�-19 411 S.E. Coconut Avenue T h � � r a n d Carlton GARAGE LEFT Drawn by: Tel (112) 281-8258 C.C.U. Fax : (112) 281-8283 BE -mall: bradenala�comcast.net Spanish Lakes Checked by: Stuart. FL 34996 #AAC000032 5t. Lucie County Florida D.R.B. FILE COPY crews thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-2� OF 5 12' x 12" Concrete column block filled with concrete and (2) #-1 bars Vert. tied into lintels above Covered Porch v I 8'-O" too}l9'-e" A.F.F..F.F Vaults Ceiling ling GR IAT ROM I 19' -81, I �r I N " x 6" knee -wall 8'-O" to 9'-8" A.F.F. slow counter top ql1l.JI Vaulted Ceiling I DiNING a,�F; I ROOM F1 I Vanity to be l 34 Y2"high ° (41") 9%1 II'-O 3/4 „ High Wall 3'-811 I` O ao N i[-11 B1C aWlmxm TUWH4"0 Steel BallardSee detailop22" z 54Provide auto Attic Accepcloser i�h 1�L----150 Amp P net 3'-5" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -1 / \ Buck to be I" x 4" PT GARAGE JM'4" A.F.F. Flat Ceiling r-----------------I Block wall in garsgga to be atruck block I I I I I 14'-L" I I I ® I I E BATH --. - Rod t Shelf A.F.F. Flat Ceiling Ir-G" SECOND BEDROOM" E-GRE-5S 1 O COVERED 121, x 12" concrete loin" block filled FIORC14 with con rate and (2) T bars Vert_ tit into lintels bova 4`2" II'-611 L, 9'-0" 3'-51, 2'-8" 2'-8" 4'-2" >L air 15'-10" 33'-4" 9'-61, REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY BOCC I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER. AND D e t a l l a t l U I n d o LATION w S prior to window attachment SILL BLOCK PRIOR TO BUCK L) s t a l l at L) OOr INSTAL Exterior race Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck NTS Braden it Braden AIA, FA Wgnn- Building Corp. Date Drawn : Revisions Architects - Planners 9-`�-19 411 S.E. Coconut Avenue T h � � r a n d Carlton GARAGE LEFT Drawn by: Tel (112) 281-8258 C.C.U. Fax : (112) 281-8283 BE -mall: bradenala�comcast.net Spanish Lakes Checked by: Stuart. FL 34996 #AAC000032 5t. Lucie County Florida D.R.B. FILE COPY crews thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-2� OF 5 3'-5" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -1 / \ Buck to be I" x 4" PT GARAGE JM'4" A.F.F. Flat Ceiling r-----------------I Block wall in garsgga to be atruck block I I I I I 14'-L" I I I ® I I E BATH --. - Rod t Shelf A.F.F. Flat Ceiling Ir-G" SECOND BEDROOM" E-GRE-5S 1 O COVERED 121, x 12" concrete loin" block filled FIORC14 with con rate and (2) T bars Vert_ tit into lintels bova 4`2" II'-611 L, 9'-0" 3'-51, 2'-8" 2'-8" 4'-2" >L air 15'-10" 33'-4" 9'-61, REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY BOCC I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER. AND D e t a l l a t l U I n d o LATION w S prior to window attachment SILL BLOCK PRIOR TO BUCK L) s t a l l at L) OOr INSTAL Exterior race Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck NTS Braden it Braden AIA, FA Wgnn- Building Corp. Date Drawn : Revisions Architects - Planners 9-`�-19 411 S.E. Coconut Avenue T h � � r a n d Carlton GARAGE LEFT Drawn by: Tel (112) 281-8258 C.C.U. Fax : (112) 281-8283 BE -mall: bradenala�comcast.net Spanish Lakes Checked by: Stuart. FL 34996 #AAC000032 5t. Lucie County Florida D.R.B. FILE COPY crews thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-2� OF 5 9'-0" 3'-51, 2'-8" 2'-8" 4'-2" >L air 15'-10" 33'-4" 9'-61, REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY BOCC I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER. AND D e t a l l a t l U I n d o LATION w S prior to window attachment SILL BLOCK PRIOR TO BUCK L) s t a l l at L) OOr INSTAL Exterior race Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck NTS Braden it Braden AIA, FA Wgnn- Building Corp. Date Drawn : Revisions Architects - Planners 9-`�-19 411 S.E. Coconut Avenue T h � � r a n d Carlton GARAGE LEFT Drawn by: Tel (112) 281-8258 C.C.U. Fax : (112) 281-8283 BE -mall: bradenala�comcast.net Spanish Lakes Checked by: Stuart. FL 34996 #AAC000032 5t. Lucie County Florida D.R.B. FILE COPY crews thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-2� OF 5 FILE COPY crews thru Jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-2� OF 5 r-- — — — — —i 4 STRUCTURAL NOTES: 0 ;s 20'-0" ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY - BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 10' O" PROPER ENGINEERING DATA FOR DESIGN. PATIO/SLAB 1 ---n 00 2. ALL SLABS AND FOOTINGS A MINIMUM 2, PSI AT 28 DAYS 9 DESIGN LOADS ARE A5 FOLLOWS: oo_y_�_�_� i ° ° ° ° —rl° 00 00 _ � — t E , D L B ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY = PER PERMIT INFO BOX ON BE 3000 PSI OR 4,000 PSI GROUT r — — — — — Fi F J MIX AT 28 DAYS SHEET 41 EXPOSURE ="C" I 1 /�L_ ©L_ 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO I - Filled cell under pl 1 O girder above SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 1 10. 4 ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t I 24„ GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. (tear Patio/Slab WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, 11 ALL DOWELS, 1 J � to be poured separate-g r p F4 I - CLEAN MACHINE COMPACTED FILL SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR , from the house slab. (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. r� " O m I MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 5. SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 1 Thicken footing to LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 24"w x 14"d x 24"L BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF 1 FI under filled cell O CL It CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: 1 under girder bearing. 1 EIEI ICDI- ° ° 1 131 1 1 1 1 101OF) PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" — — — — = — — — — — — — — — — — — -) O STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY 1 Rear Patio/Slab to PROCTOR VALUE. 13 LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. pU 6 0 1 be flush with bottom of sliding door recess. 1 ° 6 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AN14. D USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI It-M t-=N 1 Slope 1/2" i- I t- DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE If I ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 . 1 1 i- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF N0.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 1 t- I F FOUNDATION PLAN). PROVIDE I-I/2" RECESS FOR OVERHEAD DOOR 16- ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE I i 1 o1 PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. Fll° FOUND/470il PLAN "1 I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor Shall be responsible for verification of all p Termite Protection for New H.B. p I I 6"x6" I 4" concrete slab with fiber esh OR 1 #10/10 WWM on 6 mil Vsqueen over notation and dimensions before starting construction. Construction. "1 clean compacted termite treated fill I 3. Soil conditions assumed to be 2500 psf. Should any other conditions be o encountered, the architect shall be notified in writing for revision Soil treatment used for subterranean termite prevention FI is I 4. Verify all recess thickness at showers, tile, etc.... inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. � I C S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at '48" if soil area is disturbed after initial chemical soil treatmentO.C. max. Provide (1) filled cell on each side of openings U t Provide (2) filled cells on each side of openings from 6'— 0 5'-11" Wide. area shall be re -treated with a chemical soil treatment to including spaces boxed or framed. • 1 1 _ o and Provide (3) filled cells on each side of openings from 10'-0" Contractor to see plans for any other condition used. Foundation and u p Treatment must be in accordance with the rules and laws walls by Florida O 1 1F= 1 t ° o " established the Department of Agriculture and I shall have filled cells at 2-f" o.c. unless otherwise noted (see section) consumer services. 1 1 6. Contractor to provide for Form Board Survey — Farm Board Survey to be provided to Truss Company prior to truss construction Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose P1 H.B ° 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of a copy of soil test to architect for review prior to construction ALL termiclde 1n annular space between sleeve and pipe. 4'_0„ 1 8. Reinforcing steel shall be grade 60, meeting ASTM A-16 A-35 specifications. ALL Anchors to be A-301 steel. and — — a — — A/C `l. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. o o r _ ------- _ 1 I o #1 I 4"� steal Ballard F1 #5 bar vert. w/ Thicken .r FS filled w/ Concrete O a� 1 1 p 1 edge to 8"XV, 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR QL = I at each filled cell ECTIDNS one #5 bar continuous C'xV #10/10 WWM on 10 mil Visqueen over I L - -� 1 y?i clean compacted termite treated fill w �°' EaW I 1 o� f roe= . 4" concrete slab with fibermesh OR GRADE L"xL" #10/10 WWM on to and Visqueen over :rN.;{i; 1 �� I I I I n a i � 0 5 clean compacted termite treated fill m — Grade — >• "" "" 1 1 I 1 0 e Q r"::':.:•:'•.,.......:...•.::.Y...,,. —I II—IIII—��li .1 3wYq) d1 E aYall 14% x 14"d concrete monolithic PORCH SLAB EDGE DETAIL „ footing with (2) #5 bars cont. SCALE 1/2" = 1'-0" 1 O e \ #5 bar vert. w/ j TYPICAL FOOTING DETAIL 30" overlap UO W SCALE 1/2" = 1'-0" at each filled cell STYPICAL O I _ `� " :a x W _EE I O .- F 4" concrete slab with fibermesh OR Adjust curb heiglit ECTIONS Filled Cell Masonry Column With One 1 `s 14'-c" Q I -i p I 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR #5 From Footing To Tie Beam clean compacted termite treated fill slope. VxV #10/10 WWM on 10 mil Visqueen over Conc. Fill To Be 3000 PSI clean compacted termite treated fill I F5 I _ N #5 bar cont. 45 bar In curb See Floor Plan For Location O Recess for F — — ss — — — — — — u O r L 4,J rl Step per foundation plan Grade s L O'-o" ®F.F. O �.;":>;, O i,fY , Garage Door ° O 00 — — — ° — — — ° — — — — — — EVIEV Ca pp ° F �0 fl CODE .._ — — — I I' 6 _ — — —CI I I I- 12" colum bl ck it . u i+, _ _� Single Felled Cell OI Column rth w into o'linta s above) #� bars vert. t (�( 10" (2) #5 bars cont. bottom steel I I—i i 14"w x 14"d concrete monolithic NTS 12" 31, footing with (2) #5 bars Cont. DETAIL AT GARAGE STEPDOWN /\ 14" Filled Cell Masonry Column With One FIL 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 14" below finished 5GALE 1/2" = I'-O" Verify house slab height in field �IIIBIIICIIII� -:-T:I�,.30°'x30"xl6" concrete column footing with (4) I= 1*5 bars each way COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" ARAGE CURB DETAIL ALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x G" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED �-rS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net WU nne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida a a ICED FOF MPLIAd :_- COUNTY'' )CC .E COPY FOOTING -SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS Q 30" x 30" x IL"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 140Wx With With 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB O 0'-O" GARAG a r 1 t On I LEFT E Date Drawn 9-4-19 Drawn by: C.C.U. Checked by: D.R.B. Revisions : Sheet Comm # 3. 112-2� OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on t�ese plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank '46 psf Zone 2 4" 6" 8d ring shank l6 psf Zone 3 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 31:8 wood screw 112.5 psf ** Use nails or screws based on pressure for r of stated in permit Info box on these plans for zone 3 Verify with Plan Column to Lintel 12"x 12" lumn Block �#1 Rebar Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled call steel into continuous beam block steel. Provide Cast -Crete SUS-OB/OT precast lintel set in mortar Min. 8" Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calla for It. Provide PT Buck attached per Iamb tails into filled cel 4" Pre -cast Sill t 1 "--Poured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous tooter steel. CBS WALL scale: 1/2" = r'—o" N SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockin�q to veil. leg of truss with IOd x 1.5 nails at 4" oc. Install Simpson MGT into wall using 5/8' dia. threaded rod set mm. 12" into wet beam and (22) IOd nalle into truss n.Oyerlap 11TRUSS BLOCKING DETAIL AT GIRDER STRAPPING A t t a C h m n t AT CENTER BEARING, POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tyype 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 Supply and MFG 5v Crimp Metal roofing FL #11451.12 d 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpc 2) 30 Ib 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 Additional Precast Lintel #5 berg Lintel Bar Clear "A" 44r:'•: CLEAR Length Length Span Bars Bars 9 T-10" 2'-8" 1'-6" 2,43 none %•" i i i i i 3'-6" 3'-4" 2'-2" 2,#3 none BPS-OB/IT 8F8-IB/IT eFe-IB/2T Additional 4'-O" 3'-10" 2'-8" 2?t3 none — #5 bars -•, •-. CLEAR^�!?�;,� 's."•' 4'-6" 4'-4" 3'-2" 2 A3 none r.:: no Raw of "H" 5 -4 5'-2 .41-01,2.43 none ^.'• ::' Black Above i' :: *;':: 5'-8" 4'-e 2,44 none Pracest Lintel 1 Additional '} i A 6'-6" 6'-V 5'-4" 2,#4 none bars "� i -------' 1'-0" 6'-2" 21t5 none eF16-IBAT 81=I6-IB/21' 8'-4" 1'-101, l'-O" 2 u5 none NOTES: ALL reinforcing steel is grade 60. I. minr coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE ) LINTEL SCHEDULE Mark Win ow or U Unit Width Lintel Size Cast -Crete Specification Roue or "H" Block Above " " Bottom Steel Srse Top Steel Siu Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (FLIP) L22 2'-2' V-V BPS-OB/IT 1 #5 3044 1549 1024 L31 T-0 2'-8" 3'-1. 4'-0" 1111F8-OBAT 1 #6 2561 1363 163 L45 1 4'-5' 1 5'-10' BF8-015/I7 I 1 #5 1105 1 '109 339 L50 W-O" 6'-4" 81118-015/IT 1 #5 1238 ass 121 LLO L'-B" T-L' 8F8-OBAT 1 #5 1011 121 534 LBO a,-O. 9'-4' BFe-IB/2T 1 #5 2 #5 152 591 512 L90 9'-o" Io'-6" BF8-I15/2T 1 #5 2 #5 643 530 401 L90B 9'-0- 10'-L' BFIL-I8/2T ONE 1 85 2 #5 1533 1183 401 1_I00 10'-0' II'-4- BF8-IS/2T 1 #6 2 #5 582 494 452 LIOOB 10'-O' il'-4" BFIL-IB/2T ONE 1 #5 2 1 #5 1366 1028 452 LI20 12'-0' 1 13'-4' BF8-I19/2T 1 #5 2 #5 411 428 324 L1205 12'-O" 13'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O' 15'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1250 L09 254 LI60 W-ON IT-4" BF8-I15/2T 1 #5 2 #5 300 192 194 LI605 IL'-O" IT-4" 8FIL-IB/2T ONE 1 #5 2 #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. IBIOIbs. uplift Aluminum Drip Edge I Fascia 12" 2" x 6" Kaycan full o vent vmgl soffit Installed using 1/8" dia shank x 15" long gels. roofing riele with 3/8' die. head per product approval - see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied—i into lintels above thicken edge to 6'x8" with concrete and one #5 bar continuous BEYOND Top of factor IL" below finished floor is 12 4 Aluminum Drip Edge I Fascia Flash and Counter v f lash Nail ledger to gable end truss with (2) IOd ils at each web hi —rib lath vertical wood s to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block constriction 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 Poured Ca concrete b Poured Concret. concrete black i Concrete " Manufacture there Per specs lax. Flush Mounted Shutter Detail Aluminum Panel Sims per manufacturer — See Trorcal Stud Detail 1/8' x 3/32' Wing Nut w/ appropriate washer and spacing `o per manufacturer's Details v U 091' 9 I Stud Detail Stud w/ Die Cast ZincNTg Nickel Plated Wing Nut I/T nts Brace Gable and with 2" x 4' SYP #2 aft back nailed to bottom of top chords using (2) 10d nails at each truss PRE-ENGINEERED WOOD TRUSSES >. ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) N x � r O to ly �IJ4JI Hw()a n. a UJ� N u! U .� oR a � � O Er_ °° o 0) M� C4 Q 2 146 Brace Gable and with 2" x 4" SYP #2 min. aft back nailed to bottom of top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cost. in each row. Substitute Ear lintel filled with concrete and (1) 95 bar cant. for bottom row over openings 1/2" drywall over I" x furring strips at IV o.c. with R4.1 fl-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. ro Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar points shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 1E Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8 dia. threaded rod with min 12" embedment hurricane anchor at each truss Into beam (22) IOd truss leg either wet act or in epoxy with nails Into truss. Add blocking to per detail on this sheet ( 24" O.C.) HETA 20 1810 supporting Max. PP 9 Ibs, uplift irOq 000 11 WmA on FAS FAFIV 111111110 E"AA11 AA;i A, 11 IVA IMMIswMAN VA01i I PAV IN 11 1 IF IV AFAF Me AIM nk 11 MA Amu VAMAX ?AA FA 0, WWI_, I ANA IWA r", 1 Was. X111141 1111411 1 M 1110 111 ACV, EN n 035 17, Owl,` iFe s rim /rIR0111521 /02A Fill call with concrete and ROOF l= L �6.� J� * I (I) 45 bar vert. (typicaU. 'M II HETA 20 O H W O w a w � X to a, r_ s OUCo �t N W D ,, F o a a a =L an N U..� o is u U) pO E_ r _ OD O W REVIEWED' FOR CODE COMPLIANCE ST. LUCIE COUNTY 'BOCC ax. spacing she not exceed 48" unless otherwise noted Wood Base see foundation plan notes for / — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET J sparing at openings concrete slab with fibmil _ ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET ." 6"xb" #10/10 WWM on L mil Visqueen over Viesh en TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER dean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE T✓ ibical Section FI at Front Forc Scale : 1/2" = 1'-0" Braden t Braden AI A, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast. net Stuart. FL 34996 #AAC000032 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR FILE COPS 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 U Inne Building Corp. Date Drawn : Revisions : Sheet 9-4-19 The Grand C d r l t on GARAGE LEFT Drawn by: c.C.u. ( - Spanish Lakes Checked bg. St. Lucie County Florida D.R.B. OF 5 Comm it 12-2� 1-2-19 PANEL "A" Poles SR I Load Wife Description cite# arc# Description Wee Load BR Poles 1 20 1.2 kw #12 Rarrigerator I Ran a #4 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 L Driller #10 5.0 km 30 2 1 20 1.5 kw #12 Kitchen S.A.C. 9 1 20 812 Bathroom Rseapta 9 10 Air Cond sor #10 5.0 kw 30 2 - 1 20 1.2 kw #12 Dishwasher II 1 12 1 20 1.2 kw #12 Microwave 13 14 Air Hand[ #10 5.0 kw 30 2 1 15 - #14 General Lighting 15 16 I 15 #14 General Lighting n IS WH #10 5.0 kw 26 2 - 1 15 - #14 General Lighting 19 20 I 15 #14 General Lighting 21 22 1 GDO #12 0.81 KW 20 1 I - 1 15 #14 General Lighting 23 24 Spare - Spare 25 26 Spare Spare 21 28 Spare 9para 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watte) General, Lightmg..(3. watts..sq; . ft;) ................ . . . . . . . . Small. Appliance, Circuit(s).. . . . . . . . ... . .. ......... ....... Range......................................................... .Refrigerator.................................................. Microwave .......................................... Dish Washer ................................................. ............... Clothes„Washer............................................... Clothes„Dryer..........................................„.„. Water Heater ................................................................. Garage. Door. .Opener .................................. . ..... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1500 1500 1 1,200 1,200 1 1,200 1,200 1 5000 5,000 1 .4500 14500 I 810 810 Total Watts 35415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 2SAIS 940% 1 O 10,244 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,244 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 12L.02 Panel Size Required = 150 Amps Electrical S mbol Legerd S Single Pole Switch ® Recessed Can Light Sy Double Pole Switch ® Eyeball Recessed Pis Push Button Switch _03 Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light Waterproof ground fault circuitL interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector O Flood Light TO Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack FTelephone Jack AD DISC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 11.3 CFM IOXIOXL MASTER BEDROOM 163 CFM IO)doxL K_Ilil%il B/A I G ---- ----- a 1 12xl2x9 B/A CLOSE Soffit FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE 1-2-19 APPROPRIATE RISER BELOW A/C disc. A/C disc. 42/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd Y 2" PVC Schedule 40 conduit 2" PVC Schedule AMP40 conduit sleeve AMP KCB Into attic MCB PA EL AHU PANEL AHU 200a rated 200a rated meter can ME ER meter can n ME ER 2" PVC ( FPL schedule 80 w'YvM.-1r..-w 2" maid service rods ELECTRICAL RISER bonding Intersgatem bonding point 2" PVC ( FPL Termination pant schedule 80 2' rield service FPL I 1 ground rods ALTERNATE SE♦RVICE ELECT. RISER AiC Meter 150 Amp Panel OPTIONAL PATIO/SLAB PATIO/SLAB I GREAT ROOM FM I,Cen _Y/' on cc t I 12" L- - - - - - r- - 14 W22"xPH11 54" Atwith AllgotsspL� J GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I I I I I COVERED PORCH g fanters169 CFM %_ IOx1Oxl DINING ROOM Exhaust Duct Thru Soffit Va 4" Exhaust H.B. Duct Thru L _ _ -- Vent thru WallWP GF oInstall Duct2under disc. N not shown or clarity I- - - - - - 1L° I 232 CFM j 12xlxl SECOND BEDROOM I j 12)12x8 t-1 B/A A /C Meter OPTIONAL PATIO/SLAB ,'Covered Pored'-\ s \ MASTER EV BEDROOM � I \ I TV I - - - Smoke / Carbon G R � A T if I i Monoxide Detector R q O M i Combo I GFCI IL" TV CLOSE 1 =E) I II C 4FCI I I I DINING - GFGI ---, I ROOM I_ FC \� 1 I GFCI GFCI / \ I \� \ 1 O FM ° N ��- -4 \ I► KITCHEN S� E)= IL - - - - - - - - /24" 1 3'-2" V-2" HIMES F ° / C.M. Detector onlyy per FBC R314.3 GFCI / 50 CFM 1 F N P. 4FC1 r C qg F _�- , " Cente r 17 I W A tic Acciu � O \ � \ r I with light 1 _ L J L \ � ---� I � \\\SECON_0 150Aei R Optional Panel ® panel location S Pull chain i$ TV \\ \ \ fight in attic � ;,r CJ 92" GFCI GARAGE / PB Garage / \ Door / Opener i I I I \ WP GFGI I I {Jr} I� ,CFOQR_C I:Z LJ f MECH;4NICAL LAYOUT ELECTRIC,4L PLAN - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which - Contractor shall torque lugs I.A.W. manufacturers recommendations which SCALE: 1 / 4 11 = i Ii I - 0 shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Veri g AIC/KiC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years From ordering. The contractor shall provide circuit routings to Monoxide detectors_ the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall Include replacements or repair of any or as selected by others, 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and Install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RMIL02 the requirements necessary For the equipment to be placed in 9. A/C Refriqq��r�gqrr��t Imes that are run thru stabs must be proper working order. 23. All exposed wire below 9'-1' shall be installed in metal EMT 10. sleeved in PYG ALL A/C Equipment shall comply with energy calculation 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall 24. condut. Braden it Braden AIA, PA 11. All work shall be performed bg a licensed electrical be fullg meet all standard requirements of the local electric utility Dryer Vents to be installed per FBC RMI502 Architects -Planners 12. contractor, the completed at��tem Shall operative. Contractor for and telephone company. shall pay all ieea, permits, tell{ing, and '411 S.E. Coconut Avenue inspections including blower testing where required. 18. The electrical system shall be completely and effective) Tel (112) 281-8258 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. Fax : (112) 281-8283 14. All required insurance shall be provided for protection liability damage for 19. All material shall be new and shall bear underwriters' labels where applicable. E-mail: bradenaiascomcast. net against the public and property the duration of the work. _ Stuart. FL 3499L #AAC000032 SCALE: 1/4" = 1'-0" Post Light with /^'"` zo Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Photo Cell N mE U � L'-3" ns w a� x ox O W i O7� Date Drawn Revisions 9-4-19 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. H.B. Exhaust Duct �rhru Soffit a Wire For Front Post Light REVIEWE® FOR ODE COMPLIANCE ST. LU IE COUNTY OCC' Sheet Comm # E -1 12-2� OF 5 e _5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER l EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI �r 111111111 30' Spanlor less A 30' to 60' Span A o Sprea er Bar degrees or less cg F--Approx 2/3 to_�. 4-1/2 __11� Tag Line span approx. e /2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used, Truss must be set this way if crone used. Truss ;s an example, your truss moy not match. Insist crane operator sets truss this way. This is an example, truss may not match. Insist crane operator sets truss this way. U REPRESENTS A HANGER e a SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR I 12 4.00 r— io 8 1 LO Cl, upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT S'-1" TYPICAL END DETAIL J6 12 J4 4.00 I J2 �. Co 8 2.00 12 d ce) upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT F-l" END DETAIL: A t ARRANGE CRANE OPERATOR IN ADVANCE OR A SPREADER B A r OF Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 5,4a 3,-4„ 9,-13„ 34' GRB ao i I I i I I I l I _ I _ IT-7 1/2" ll-- - 0 w3U) w� of m�tr o >ao �a to �otF- >30 GRA , b r e0 TRUSSES CANNABRARTED QNIAGREEMEI�iS AGREEMENT IS D�R�RNI:D Tlia legal description of the property where the trusses will be Installed Is: The undersigned acknowledges and agree,: t: Trusses Will be made In strip accordance with this truss placement dla ra which Is the sole autho for detannlning.succesaPol fabrlcatrus of the 2. All dimensions In this layout trusses, 9 m layout, .3. Unles's wrtttan notice iisi prohviadvaCby n vedfled by the undersigned. days of dollvery the undenlgned agraoeythatred mall to Chambers Trues WiU11n tan (10) Such written notice is famishefrOd. or d Chambers Trues shalikh yse iNree'366uU¢b11 Z �In the avant to . The'unders undersigned acknowledges re,olpt df BC51 1-03Csummery bp*nn ba Tpl & ys in which S, Da1 b to Job aka. It is the buyera'roaponelbllNy to make the Job stta suitable for dafivery. Chambers Tfor has the sole BbL:Q ty to determine the suitability of the Job alte of a poitbn of the Job site for delivery, Chambers Truss will be reaponalble for dump delivery only. The buyer la responsible for adtlHlonal delivs;. expanses H Chambers Truss has to redeliver because Job eRe la not prepared for delivery or buyer Is not prepared for dative Buyer le reaponalble to Chambers Trues {or towing caste due Pr a a ed for dna: 9. Pnce as shown Iq paragraph > below is sub ry of iru,aea, this layout. q $50 per hour fee ter revision ma bed to change If any changes Mbers True,. era. made In 7: This Is a PURCHASE ORDER to ChembersCh�uaa of the sum agreed to. or H dagreement a reasonable be invoice wUi be made on deMery and geld within terms of net, e delivery. Invoice may es made at scheduled date -of delivery If b na delivery of fabdw}ed trusses The undersigned agrees to a buyer cannot sees 11. attorneys fee for collections in event of Pay Chambers, TNss reasonable Chi will be added for all sums not paid wiy Men term,. made, 1.12 % per month service • S, Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. pan consideration of Chambers Truss ,Mending credit for this matedal the ands signed (-�0 'Ch bars Tn ai by anyuanaen Payment when due of any and all Indebtedness owed to Indebtedness Insud rewlving material and the undersigned agrees to pay such recipient. ing attpmays fees, If default In payment for material be made by the 10. In the event of any litigation wnceming this agreement, the Uema famished hereunder be payments referred to herein, the. parties agree that the sole venue for any such action will J2 be Saint !•use County, herein 11. Design reaponslbIlies are per "National Standard And Rbcbmmended Guidelines On Responsibillues For Construction Using Metal Plate C ANSVrPonnadetl Wood Trusses UWTCA 4.2002 J4 DATED tea. FOR TmE__ --^®- 77� maybsru941redPer"BCSl1-03"toPnroeiltiryur 8,, russes must be fastened together per engineering re set, failure to do so can result In roof collapse, permanent bracing are required and can save life ty and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Theses must be set and traced pardon Pr rttnJwytdantagI Trusses must be set plumb and square Do notset bunks or stack of plywood, roofing material or any Other co'tiCentrated loads on trusses, this can cause collapse. DO N07 SET TRUSSES USING ThiIS LAYOUT USE LAYOUT DELP/ERED WP�Fi TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Florida 34982.6423 551-5932 800- Fort Pierce 772.465.2012 Vero Beach 772-569-2012 Stuart Fax 772-286-3302 ruauCCOaTollIZZ rn7M2.2863302 The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. Tho contractor shall remain responsible for checking field measurements and Other construction Criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravityand. uplift loads and their rasps ve loaat�r101 Approved By: V Dale:. Braden & Braden A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. >° e_r1 Top Chord Live 20 H ` Top Chord Dead 7 4.2 t c Bottom Chord Live 10 Non -Concurrent E N r Bottom Chord Dead 10 3 `I j I TOTAL Load 37 7.2 r Duration Factor 1.25 O Wind Speed 165rnph Top Chord C.B. Sheeting by builder. w io Bottom Chord C.B. Sheeting by builder. �J Highest Mean Height 14'-0" t, V Building Type ENCLOSED Building Category II:Noin Resl€p FOR Exposure Category C , <E COMPLIANCE Barrier Island No Conforms to FBC 2017 �l w®UCIE COUNV R.D.L.=Restrainin Dead Load C.B.=Continuous Wc'In q Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Desiciner and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR l< WYNNE BUILDING CORP. G DESCRIPTION: GCe� GARAGE RIGHT 62' GRAND CARLTON III lov o PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 , gG e*lie 6e 1,105 ."