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HomeMy WebLinkAboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 21L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood acrema myth eel, sealing washer at 12" o.c. max spacing over ASTM D Guif Coast Supply and MFG 5v Crimp Metal rooting FL #IIL5l.12 (type 21 30 1b felt underlayment installed with min. 4 side laps and V and 26 ga. 5v crimp metal roaring attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails wood screws with self sealing washer at 12" o.c. max spacing over ASTM D spaced L o.c. at all laps and two staggered rows 12 o.c. In field. Attach (type D 30 Ili felt underlayment installed with min. 4 side laps and L" end deck to trusses uai at detail on this sheet laps fastened with corrosion resistant tin capsand with 1.25" ring shank nails spaced P o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail( on this shest 12 12 SLOPE 4 4 SLOPE 8'—I" T.O.B. 8'-1" .O. . 12" H. ;. O H H 5/8" thick li ht textured stucco on typical concrete V' ® El�a ® ® In5/8" thick x 8"w cut block construction coral finished stucco bands l`J 0'-0" Finished F oar — O'-0" — Finished le — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4�Fin�isfihumns with 5/8" thick x 8"w cut 5/8" thick light textured S/8thick cut coral I I � ELEVATION coral finished stucco bands stucco on typical concrete RIGHT � �H finished stucco bands block construction SCALE: 1/4' - I'—O' REAR ELEVATION ELEVA I O I `t NOTES: SCALE: I/4" - I'—O' — Overhangs 1'-0" unless otherwise noted on Roof Plan — Roof pitch -f:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roaring FL #11651.12 _ Gulf Coast Supply and MFG 5v Crimp Metal rooting FL #11651.12 2L n ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" c h a nge s t O this plan shall b e submitted t O the architect 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with salt waling washer at 12" o.c. max epacmg over ASTM D 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 lops and end for approval n writing prior t O starting C Oil St r U C t I O n. (type 2) 30 Ili 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 /� 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 — Return ALL Stucco Bands into Window Or Door. spaced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using ttachment detail on this sheet deck to trusses using attachment detail on this sheet 1/6" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb Pelt using 8d nails. Substrate 12 — to be 19/32" CDX Plgwood nailed at V o c. 7G in field and edges with IOd ring shank galvanized 12 4 SLOPE nails into truss webbing. 4 SLOPE • 12" � 1211 - N OL 5/8" thick x 8"w cut 2" o d stucco H. „ 77 coral finished ucco bands � . 5/8 thick x 8 w cut `; ®®®® '• ®� 3 coral finished stucco bands ;.. ®®� ®:.' a • I. 3 A O 5/e" thick x 8"w cut coral finished stucco bands 5/8 thick light textured ®®®® . stucco on typical concreteIs Q11111 A all WNZ— IML 0'-0" = block construction ar Finis ed F — — — — — — — — — — — — — — —0--4" A.F.F. 43;/8" thick light textured 5/8' thidkmns cutwith coral f ���o Z stucco on typical concrete block construction finished stucco bands LEFT ELEVATION FILE COPY REVIEWED FOR SCALE: 1/4" = r-0' FRONT E L E Y A T f O I *' �1 CODE COMPLIANCE ST. LUCIE COUNTY SCALE: 1/4' - r-O" BOCC Gv %9 ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. LL CONTINUE FOR ONE YEAR FROM THAT DATE Product Approval Submittal Affidavit 2" 4 AND WIt Ia to 19 1/2" drywall ceiling on truss bottom cord BoLaduM51 IftbaDooms, ovarLsad Doara, PAldini Doaea. liadow a x op p � NU Product Yodel Manufacturer Glass Attachment method Dateilimm olpaA&Irov� Testa 1.2.3 t4 FL# 239.3 Single Hung SH—ZOO Impact PGT 5/IL' I/4• da eepcor�ac✓ .n i�3/e" p.necratioi ioi nn edgedrtaness end in Product a to ± 80.0 PSF A IL-0330.02 Overhead Garage Door g Model 824/811 9'-' sax. hetgl IL'-O' max hai fit DAB .: .� "' i ' 1 n; ' e. °" ♦ is .ee.. S p,.da 10-9-21 + 50.0/-60.0 par 1/2" drywall on 2" x 4" studs at IL" O.G. B FL# ILLZ4.1 Fiberglass 9 Damgn Pro/ smooth Pro Jeld-Wen gko 1/4' din. aapcq� with om 1.25' �� dmerit et 3' max from camera and IlS' &I sex theradter m #nod and �amha ± 50.0 PSF C FL# 251.5 Sliding Glass Dom. Series '190 SGD PGT 1' nos Tgpe G5A " i/4" r/ ern 1�3/4•�anatratwn to far prouet appr� C traeeor all a to rim 2 1%2' edge dmtwrcas specified m Product aprovel + LO.O PSF - Product model 1(nnudaotttrer Attachment liethold ration �� dvmr D°ailgn�P Pressure mumom FL# 2LI.1 I• x 2 3/4' x .315' PGT tnstaU pn fastener type and roe shown m Table IA and IB m product approval on shoat roe12. + 58.0 PSF base-bo d —� 2" x 4" P.T. bottom plate .,',r,. " . $Opj FLU 11651.12 SY t�.rlm Meta RopoPm g GuIP Coast Supply and manufacturing 26 9a. av crimp metal roohrig a4teched to py�o� deck using 89 x I.5' coca sea with salt aealmg washer at 12' ob. nex "".V over ASTM D type 09 30 Ili a underkynant mstalted nth aim 4 ids Isps and L' end laps rastemd sit corrosion raandarrt tin caps and with 1.25 nrg ahank nails �c�d L oc. at aA and two a red row 12' oc. m field. Attach, -on 108.5 PSF =< deck to truaaes weep attachment dated roof plan 4" concrete slab with Pibermeah OR OxV #10/10 WWM on L mil Visqueen over PERMITTING INFORMATION (FORM 100) Florida Bulling Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category.' II Wind Velocity: IL5 mph ultimate Mean Ii,_O, Roof Haight• Rod Pitch:4;12 t righ" internal Pressure lclent: ±LLU -Subjectability to damage from: Weathering: Ne h Ibla Termites -Very HeavyWidth ofRod End Zone: V-4a Wind Spee : mph ultimate Wind Exposure Classification: C 1.21 x O.L 0.�26 ur Adjustment factor for Expose Height: A�Dasign Load Combination: ASCE 1-10 Section 2.4 DL+LLi DL+O.LWLI 0.6 L LIAL SCANNED Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.6/-32.6 pat Rod Zone: 2. +204/— 1.0 pat BY Rod Zone: S. +20.4/-84.0 paf St. Lucie C01111ty Components t Cladding Wall End Zone Width.�'—. Components t Cladding Wind Pressure (NET) Wall Zone. 4. +35.8/-38.1 pat � Root Zane I Wall Zones S. +35.8/-41.8 pat Wells Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Wells Considered for Structure? Y Continuous Load Path Provided? Yes ®� Roof Zone 2 Wall& Zone 5 Are Components an Cladding Det it Provided? Yes END ZONE Minmum Sal Bearing Pressure: si, Presumptwe: X B Test- pat 8EE RODUC All YAL F R IM A T P O E TION F R O E IN S Corner Zones Rod Zone 3 ROOF LIVE LOAD:.31_ pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: -IF- pid FLOOR DEAD LOAD:- Pat Biding stucco on Block clean compacted termite treated fill Soffit FL# 12198.3 Model T4 12" vented Instal using 2' x 2" battens at L' o.c. screwed to adrift training using +55.0/-35.0 PSF Keyean #e x 3 wood aerate at eeeh truss. Install soffit to battens using interior l� O B e a r i n Partition JOB ADDRESS : nq Vinyl Soffit role with S/S* dia. head, flits ano Panels Bra en t Braden AlAv PA Wynne Building Corp. Date Drawn Revisions : Sheet Comm Architects - Planners GARAGE 6-12-19 411 S.E. Coconut Avenue The Grand Carlton LEFT b Drawn y: � 12 _ 2 8 I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record) Tel (112) 281-8258 SITTING C.C.U. _ Fax (112) 281-8283 E-mail: bradenaiascomcast.net Sp. Lakes ROOM Checked bid;FB 196 JOFB St art FL 34996 #AAC000032 Lucie St. Lucre Count Florida g D.R.B. PI-OOR FLAN TYPICAL NOTES: SCALE 1/4" = 1'-O" I. Contractor to verrf ALL notes and dimensions prior to CRASH POST DETAIL N.T.S. high by 4" diameter steel steal crash post. Floor L AREA vmg A/C ant Porch CALCULATIONS = 14 44 sq. ft. = 1'�I sq. ft. �'-o' � 13'-8° 5'-Ir 7'-5° 'Q proceeding with work. Flange with 4 - 3/8" Garage = 321 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc,.. to have slab (3/8"t 50 ksi steel plate) Total Under Roof= 2108 sq. ft. a minimum 1,400 P.S.I. fiber stress. L"'Total Cubic Ft = 15,412A 4. No dissimilar metals to touch. 2%" 2/i„ S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to I ° 20 VTR shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "a/e" 2°JL 6. Orgwall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 21,2" 1 1. ALL wood in contact With concrete shall be pressure treated. ° ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. ' 21" VTR 9. ALL plumbing fixtures to be low flow. Master ' I 1� 10. Contractor to Provide Drain at water heater in accordance Bath with the current edition of the Florida Plumbing Code. II". 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2ih„ 2h• Loy. I III) ��� handicap accessibility requirements. h° ,• 1 2' VTR Amy 12. Lowest finished floor to be set bg Governing Building Department ` we I ~iq survegor to set in field. S. 13. Separation between residence and garage shall be per FBC R302.6 2• S. 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door s'"'' XIL seW Water Heater in Pan with Drain Kitchen 2' i N I 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 Lw, 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 L' P.T. Buck nailed to Masonry Beam S. flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails .WC1, materials exposed on the underside of the roof deck or on the attic walls shall complg prior to door attachmen H B with F.B.C. R316 - see permit info box of code edition Bath u2 *1 18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 `'":'` ; ` ::'<s' ; '`r'= '• C9b0, C1002, C1041,G1111, C1118, C1218 C1395, or C1396 and shall be Installed ''` = '=:!r;'<`' C.O. ,...:,.: according to the following: (FBC R102.3.5) ' ` Te Septic <'�5i .' 'i 1.' Drywall Thickness Location Orientation Framing Member Max spacing Pastensra Nail stung options for inatallaUon of drywall into Spaang Nails screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24' 1" 12, 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 I/4' Iongg /2 annular-ringed or 5d cooler nail OR Walls Either IL" 8" IL" 0.080" dia, x 1 5/8" long with Direction 15/64" head tg Ggpsum board marl 0.08L" dia. x 15/e° with ' /32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/1.4" head 0.098" diameter x 1 3/8" long annular -ringed or Ld coder nail OR Walls Either IL" 8" IL° 0.092" de. xx 1 1/8' long with Direction 1/4" head 01t Ggpsum board nail 0.0915' dia. x i "I/8" with 19/L4" head. Install SGD thru buck into block with 3/IL" tap -con with 1 1/2' penetration at L" O.C. max. from each corner and 20." o.c. max thereafter at head per product approval O O PLUMBING RISER p Oe I" x L" P.T. Buck nailed to ° s block with case hardened nails Head prior to door attachment O fixed door S r< =;::: VeYen Dryerthrough Use 3/IL" tap -con with p sliding door ''+`` ": ';,'`, well 1 1/2" penetration at L" o.c. max Prom each corner and 20" o.c. max Mas y Wall thereafter at sill per product a roval ' c I/Z" - a " ` Bottom Trac Typical Flooring 2" filler- Sill- Install SGD I hru buck into 4'-0" block with 3 L" to -con with 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, Sliding Door Detail 1 1/2' penet tion at V o.c. max. A108.1, AllB. A136.1 and A131.1 l, A118.3, from each c thereafter at er and 20. o.c. max Jambs per product approval �amb 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM At Masonrg Wall NTS o A/C C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. Window Schedule 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics 25 Mark Size Rough O en. Window Descri tro PRESSURE ZONE shall have a flame spread index not to exceed with an accompanying smoke Meter developed index not to exceed 450 when tested in accordance with ASTM E 84, I. 4'-5%"x 5'-3ia' S4�8°x L3i4" Single Hung ZONE 4 Insulation shall complg with F.B.C. R316. 2. L'-2 ie"x 5'-3 ie" '15" x 63 i,° le Sin 9 Hag ZONE 4 3. '-2' x '-2 1/2" 1 21% X 38i8" Single Hung ZONE 4 Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 #9 1.5" 4. 4'-5%s"x 4'-2'/a' 1 S4%,'x 50%," Single Hung ZONE 4 in 21 ga. 5v crimp metal roofing attached to plywood deck using x wood screws with self sealing washer at 12" o.c. max spacing over ASTM D lb laps ALL Windows to be aluminum w/ tint N feltth undeerl ilmeresnt nttalletin caithami w4"ith sideand 6' na e lay! Pa ) 30ened and mullions per elevations. Windows O spaced L' o.c. at all laps and two staggerer rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ALL windows to withstand pressures in permit inf box on sheet I ALL windows in bathrooms to be tempered ° All rough opening dimensions to be verified bg c tractor with manufacturers specs prior to construction Simhirricaneon HETA or n hor a0 each trues 12 with (10) Tod x 1 1/2' nails PRE-ENGINEERED TRUSSES ( 24" oc.) supp Max. 4 24'o.c. TYPICAL D 0° o r Schedule 18101bs uplift at (shop draangs by manufacturer) Mark Size Rough Opening Door Descriptior PRESSURE ZONE A 9'-O" X 1'-0' 108' x 84' Overhead Garage Doc ZONE 4 0 0 in N in O Q N i .B. in Ln N a e, kIEL 03 to O O Aluminum Drip -"'R-30 blown fiberglass Edge t Fascia in bottom chord of trusses B 3'-On X V-8' 41' x 83 �2" Fiber lass Panel - Ina ing ZONE 4 " " nw. heetes Sliding Glad Odor ZONE 4 9'-0n 3'-5n 21-8„ 2'-8„ me 31 me4'-2„ 5 4 'EVIE99i E 1 r v2• dryeall with smooth finish C L'-O" X L'-8' 14 x 81 /;' d ,�," Si 2" x L" Sub -Fascia Two rows of beam block filled with concrete 15 -10 5 -4 3' -4 9 -L b • DE CO I E h and (1) #5 bar cent. in each row. Substitute D 2 -O X L -8 Solid Core - Wood - L-Panel -St-Fold Finished 24 x 81 /," . LUCIE jai Kaycan roll o vane vmel soffit installed precast hotel filled with concrete and (D lt5 �- " , r 34'-O" S�' 1`:,, ikf r�, uangq 1/8' dia shank x 1.5" long galy. bar cont. for bottom roe over openings E 2 L X 1.-8 Solid Core - Wood - L-Panel reefing nails with 3/8' die. he per " " I r r BOCCI product approval 811-031L.01 1/2 dr wall over I X L -e Solid Core - Wood - L-Panel - Si -Fold strips dt IL" o.c. with R4.1 ii-foil insulation on typical 8' Block walls G '-8" x V-8" x 1 %' Solid Core Wood, Steel, or Meant* Door 5/8' thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and &hall meet all pertaining ASTM codes. H 2'-8' X L'-B` Solid Core - Wood - L-Panel block construction � Mortar to be Type M only proportioned per FBC RLol.l Install windows thru buck into FILE COPY and Mortar Jonta shall comp lg with FBC R401.2.1. J 2`-L' X 6'-8" Solid Core - Wood - L-Panel - 1 i-Fdd block with 3/i6" tap -con with Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 1 I/2" penetration at L' o.c. max. Attach buck to block wall with from each corner and 20.' o c. max I/4" dia. Elea cone screws with min. K 2'-8" X L'-8" Solid Core -Wood - 6-Panel - Si -Fold thereafter at ,Iambs and 20' o.c. max. 1 1/4" penetration at 12" o.c. max 3 bar overlap w/ Exterior face at head and etl1 per product approval and 4' max from each corner thru 30" overlap F111 cell with concrete and at each Pilled call (D u5 bar vert. (typical). of wall Buck to be I" x 4' PT 2" x L" PT Buck Max. spacing shall not exceed Exterior face 48" unless otherwise noted ALL Exterior doors to withstand pressures state In permit Info of wall Wood we foundation Ian notes for p Base spacing at openings box On Sheet #I arias 4" concrete slab with fibermesh OR GARAGE DOOR SPECIFIED iN PRODUCT APPROVAL FOR AND SHALL L"xL" #10/10 WWM on L mil Visqueen over WITHSTAND THE PRESSURES STATED IN PERMIT INFO B ON SHEET #1 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT clean compacted termite treated fill lock with case hardened Wads ON ALL JAMB, HEADER, AND a8 Wood screws thru Jamb into buck All rough opening dimensions t0 be verified bg C tractor Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior eo door attachment max end Grade '- with manufacturer s specs prior t0 construction INSTALLATION NTS NTS IIII III IIII- Bracen il Braden AlAe PA Date Drawn Revisions : Sheet Comm # Architects - Planners Wynne Building Corp. GARAGE I+-� 14" x 14" Concrete tooting1 with (2) #5 bare cant. an#5 411 S.E. Coconut Avenue b 2Grand Carlton 11 LEFT Drawn by: l � - 2 g transverse bars at 48' o.c. Tel (112) 281-8258 SITTING " TYPICAL SECTION Fax : (112) 281-8283 ROOM c.c.u. Fax bradenaiascomcast.net S arnsh Lakes Checked by: Scale : 1/2" = 1'-O" Stu rt FL 34996 #AAC000032 S . Lucie County Florida p R g OF 5 O O OO O O O O O O O O ° EGRESS ° n SITTING ROOM 8'-0" A.F.F. Flat Ceiling , N ° MASTER I BEDROOM ° 8'-O" to 9'-8" A.F.F. 8'-O" A.F.F. Vaulteld Ceding Flat Ceding IAT n GR ROM Vanity to be ® I 34 Y,"high Rod it help l ° ° I I r IN N I n o C L O E I W " " $ 2 x _ f. knee well 8' O" to 9'-8" A.P.F. W below counter top I Vaulted Ceiling DINING LINEN ADINE - J Rod E Shelf 8" /rye F` F< I ROOM ° ° is DW/ *~I r� ATH Vanit'be to I 34 3/iIhigh 9 0, II : Higqql"Weil 3'-8.' l ° Q �2 n -CJVerTiang - - M fV N - Flat Carling O " ° Upper cabinets to (� O ext rid over ReP. N I E A T H R-11 Bette liriletm W.H. ¢ - Rod t Shelf - ° 4'W1 Steal Ballard - i Sea detail TIO-Ahaet.., 22' 54 1' � I F � 1 '^ x F O Provide to I Attic Access closer kK-� p 1 ° ° - -k WIN IN PAN II 150 UTN DRAIN Amp' 4° - _ Flat Ceding Panel -o,: • 11'-L" r © SECOND GARAGE E Y BEDROOM ERGEN RES ° O -4" A.F.F. OL2JI I MT ° n OFlat Ceiling 0r ° 0, ° r-----------------1 EGRESS Block well in ° if ° gara®®a to be - ° i struek block T b I I COVER]:-[) ,1Q. 12" x 12" concrete column block filled I 14 -6 I ORCIA with concrete and (2) 1 bar& vert. time into lintels above ' A ' I XZY n n 0 0 011161110110 a o 0 STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT To ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 9 DESIGN LOADS ARE AS FOLLOWS:171171' ' ' ' ' O ' ' ' ' ° 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS -`-`-`-` -`-`-`-` -`--`--'-�- -�-'-'- ALL COLUMNS, COLUMNS, FILLED CELLS, AND BEAMS SHALL ISE MIN. 3000 PSI ROOF 1DL+LU = 41 PSF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 'J ° BE 3000 PSI OR 4,000 PSi GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I 0 Q 1 EXPOSURE ="C" 3. POISON SOiL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10• ALL REINFORCING STEEL SHALL BE GRADE G0, MEETING ASTM A-I6, t °° I 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR Double cell here For girder installation above BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11• ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE iN PLACE PRIOR TO POURING CONIC ETE. ° L I o MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS Thicken footing to Thicken Footing to BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF rFl 24"w x 14"d x 24"L 24'w x 14"d x 24"L I under Pilled cell under Pilled cell 1 ° CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: under girder bearing. under girder bearing- Install double Filled PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" ° I 1 cells at door iamb for STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: I-I/2 _ girder to down COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13- LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ~U_� I !;- DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. F=OUNDATiON FLAN ° 3z'-8° IF I. Ang changes to plans must be submitted to the architect SCALE: 1/4" = 1'to H.B. 1 I for approval before proceeding with construction. I 4" concrete slab with fibermesh OR I " 2. Contractor shall be responsible for verification of all Termite Protection for New ° 6"x6" #10/10 WWM on 6 mil Visqueen over notation and dimensions before starting construction. Construction, 1 clean compacted termite treated fill 1 3. Soil conditions assumed to be 2500 psf. Should any other conditions be ID I encountered, the architect shall be notified in writing for revision Sod treatment used for subterranean termite prevent! it I I inside the foundation perimeter shall be done after all 4. V erif g all recess thickness at showers, tile, etc..., excavation, backfilling and compaction is complete. S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48 If soil area is disturbed after initial chemical soil treat ent O.C. max. Provide (1) filled cell on each side of openings up to 5'-11" wide, area shall be re -treated with a chemical soil treatmentAl y��' Provide (2) filled cells on each side of openings from 6'—O" to 9'—I1" Including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and It us Contractor to see plans for ang other condition used. Foundation walls established by the Florida Department of Agriculture ind I I shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. I I 6. Contractor to provide for Form Board Surveg — Form Board Surveg Protective sleeves around metallic pipin penetrating to be provided to Truss Compang prior to truss construction concrete slab on grade floors shall not be of cellulose I H•B. 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4 -° a copy of soil test to architect for review prior to construction I 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and I ❑ n a I A-35 specifications. ALL Anchors to be A 301 steel. _KJ— 9. Provide a minimum of 3" concrete protection at footings and ° r — — — — — — — — — I ° 1-1/2" concrete protection at beams for ALL reinforcing bars. ° A#jc I '" �'� s�,1� alrl°�,r WH 1 FI I r 4 ea filled w7'' Concred% F5 j I I ��pl 45 bar vert. w/ Thicken edge to 8"x8" ° I 0 o= 1 = 1 1 ° 30' overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR O �`� I I Q at each filled veil ECTIONS one 45 bar continuous VxG' #10/10 WWM on 10 and Visqueen over 1 r m 1 I L clean compacted termite treated fill I aD E v I I 1 u� 4" concrete slab with fibermesh OR GRADE 1 5.41 N= PxG" #10/10 WWM on 10 mil Visqueen over I a clean compacted termite treated Pill Grade I —II I11 _ L a FI t! i _I I III I_ i Y Y PORCH SLAB EDGE DETAIL -' I Mau a ° 14 w x 14 d concrete monolithic - O u E \ footing with (2) #5 bars cons, SCALE 1/2 - I -0 ° 1 `up o - I 14° I ry 9\" N I \` — — — — — J ° REVIEWED FOR #5 bar vert. w/ u0 c © _ " ° ° - -�-�- -�-�- ° ° Y CODE E MKIPLIAiVCE I TYPICAL FOOTING DETAIL 30' overlap IQ �r# u W I T. LUCIE COUNTY SCALE 1/2" = 1'-0 " at each filled cell EE TYPICAL ° i X IL i ° O 81 BOCC ECT10N5LU1 4" concrete slab with fibermesh OR Adjust curb height Filled Cell Masonry Columv With One Cxb" 410/10 WWM on 10 mil Visqueen over based on gar. floor 4• concrete slab uuth fibermesh OR #5 From Footing To Ti Beam O clean compacted termite treated fill slope. OxV #10/10 WWM on 10 mil Visqueen over Cone. Fill To Be BOO PSI I I ® r — l ® u) �I l #5 bar Cont. #5 bar in curb clean compacted termite treated Pill See Floor Plan For Lo tion — ° �— —cease t ------------ FILE COPY p' p" a F.F. u o 0 0 0 ° a o ° o ° o �0 Step per _ Garage Door foundation plan Grade JQ Ida3'-5" 9'-O" V-5" 6'-2" II'-6" G, c — =II - 12 x 12 concrete column block fills - E _ with concrete and (2) #Z bars vert. ti (2) #5 bars cunt. bottom steel — _ Sint: l e Filled C e l l of u m n into lintels above Ip° , ; 14"w x 14"d concrete monolithic Footing with (2) #5 bars cant. NTS 12" 14° 2 DETAIL AT GARAGE STEPDOWN Filled Cell Masonry Column With One SCALE 1/2' = 1'-0" GARAGE CURB DETAIL #5 From Footing To Beim Each. Cone. FIII To Be 300 PSI 12' x 12' concrete column SCALE 1/2" = 7O" See Floor Plan For Loc3tion block Pilled with concrete __ and (2) #1 bars wart. tied into lintels above VaI house slab height in field - Top of footer :. 4 IG' below finished floor " Y !• Double Filled Cell Column NTS FOOTING SCHEDULE Mark am De tier I 14'W x 14'0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 120D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30' x 100 COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14'W With x 14'D Curb at Geral; MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' 30"x30"xl6" concrete 2" x G" PT wood secured with column footing with (4) 3/8'dia. x G" anchor bolt at 18" o.c. Brad n t Braden AIA, PA Date Drawn Revisions 45 bars each way overhead door track secured to wood Wynne BUllding Corp. Sheet Comm # jamb per manufacturer's product approval Architects - Planners GARAGE tiara a Door Jamb Deta11 411 S.E. Coconut Avenue �, 2' Grand Carlton i I LEFT Drawn by: 12-28 3O" 9 Tel : (112) 281-8258 SITTING G.C.U. COLUMN FOOTING DETAIL INAPERMTGE DINFO BOXR TO ONSHEET P#I, SEE PROD PRODUCT NTS Fax : (rade 2 �comca 3 S anish Lakes ROOM Checked b : Y SCALE 1/2' = I'-O" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. -mall: bradenara comcas00 g�. Lucie County Florida p.R.B.9 OF 5 Stuar FL 3499E #AAC000032 Provide #s bars with min. 48 bar diameters overlap into beam. Tie Pilled call steel into continuous ROOF SHEETING beam block steel, Provide #5 bar sat in pre -cast lintel into beam where length of the opening calls for it. rap Sttruss to wall using Simpson MGT with 5/8 die. threaded rod with min 12' embedment into beam either wet set or in epoxg with (22) IOd male into truss. Add blocking to truss leg per detail on this sheet Simpson HETA 20 hurricane anchor at each truss rr ( 2-4 o.c.) supporting Max. HETA 2 1810 lbs. uplift ATTACHMENT DETAIL cast -crate Provide = = =� T ;•-, ' I. Minimum Nail Size = 8d ring n shank (min. 2.5 long) 8rovide OT precastlinte--"--- -- -` 2. Minimum Screw Size = #8 x 2" t in Min. 8o Be mortar m. Bearing -- -- - - - -- ----- 3. 4. Minimum Sheathing Thickness Use nails bas d 19/32" CDX F'I wood for I ' �''•' 1 or screws on Pass re roof stated box t for 3 i in permit info on ese plans zone 4 FT All i i1 1 I.01 gill AtA I Provide PT Buck attached per jamb I I I I Poured Filled Call hdetails into riled col 4 FT F 4 FT CD 4 FT 4" Pre-castBil I I I 1 .I • Provide #5 bars with inn. 48 bar CI ismaters overlap in filled cell. Tie illedinto continuous Q 4 FT FT I •II; I f, l ante noel W l.l.y l KeaArea Ede Field FastenerMax. ressure Zone I 4 8# 4 008d ring shank 45 pef Zone 2 4 4" 8d ring shank '16 par Zone 3 " 8d ring shank 84 sP ** Zone 3a 6" 6" #8 wood screw 112.5 pef = Concrete Footing --:>.;:::;• '::;:.°".::"_ :�'_ ' ,.ki; (ese footer schedule DETAIL AT WINDOW OPENING IN ** Use nails or a¢rewe based on ree$ure for r oP stated Scale: I/2" = I'-O" in permit Palo bOx on these plans for zone CBS WALL " SINGLE PLY REAR GIRDER TRUSS tom/ Had 2' x 4' blocking to vert. kg or truss with IOd x 1.6 nails at 4' o.c. Verify with Plan Concrete n Install Simpson MGT into mall wusinn�gg set W. Lintel 12 x 12 ..��Into wet bases bessmidd ('22) 10d role into truss Cdumn 51ock ;�. Y K. Reber Reber 48 Bar Dia. Min. overlap TRUSS BLOCKING DETAIL o Column to LlntelttaClmsiIment AT GIRDER STRAPPING AT CENTER BEARING,, POINT a NTS i/8" thick light textured stucco installed per ASTM C 92L over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of to be 19/37 ASTM D Typ yaerlatc�fdBEAM SCHEDULE COXPloodnailed nails. fieldand edges with IOd ring shank nails into studs. ,v Mark Size and Description Aluminum Drip / E Gulf Coast Supprg and MFG 5v Cnmp Metal roormg FL #11651.12 Edge it FasciaTwo rows of beam block Pilled with concrete and 1 #5 bar 2L ga. 5v criIN metal roofing attached to plgwood deck using #9 x 1.5" Bl continuous m each row. Hook Vert, bar over top bar with (gt pile 2)°3owlb Pelt urlscaling menttQinstalled with minx 4oaeiider laps and en #5 90 bend bar with a 10 min. la at t p op bar. laps fastened with corrosion resistant tin cape and with 1.26" nag shank Haile Flash and Canter spacad L" o.c. at all laps and two staggered raus 12" o.c. in field. Attach Plash deck to truasea using attachment dotal on time sheet Brace Gable and Brace Gable end with 2" x 4" SYP #2 Nail ledger to Oft back nailed to bottom With 2" X 4" SYP #1:2 min. Additional recast Lintel u u rr a gable and truss of top chords using (2) IOd #s bars Lintel Bar Clear A B with (2) IOd as nails at each truss 8ft back nailed to bottom 1cLmAle Length Length Span Bars Bars at each web of top chords using (2) IOd 2'-10" 2'-8" I'-6" 2,3;3 none nails at each truss 3'-6" 3'-4" 2'-2" 2,#3 none !B-0d/IT BF8-n3/IT 8F8-IB/2T 12 Additional 4'-O" 3'-10" 2'-8" 2,#3 none Simpson HETA 20 or equal 4 PRE-ENGINEERED WOOD TRUSSES #5 bare t; hurncpp��se anchor at e$ch truss ° 24"o.c. TYPICAL CLEAN•�'il • 4'-6" 4'-4" 3'-2" 2A3 none aith (10) IOd x I I/2 dais _.;, ( 24 o.c.) sip orting Max. ( shop drawings bg manufacturer ) ? = = no Row d 'H' „. ••.s.p•� 1810bs. up t ..: Block Above ,: ; r+ 5'-4" S'-2" 4'-O" 2,t€3 none t;)f2'; Crh r=r t'';7•+ „;; ; tS'_8" 4'-6" 2,if4 none r �i,`�,• recast Lintel v„s=?f fY Ad�tioud 6'-6" 6'-4" 5'-4" 2A4 none Alumna Drip �� R-3 blown fiberglass g #5 bare Edge d Fascia I/2` t stucco on 3/8' hrrib lath in be Can chord of p Q �, ,� attached to immortal and vertical wood trusses 7 -41, -0 L'-2" 2,#S none r K-�/IT BFIL-16/2T 12" no gal thenth nab or s� to provideV-1/20 wan with smooth hash ao W 2" x t' Sub -Ease horizontal zon than d1-3/4' rr*ML penetration into 8'-4" l'-10" 7'-0" 2,#S none into Vtal wood Wood fro and 3/4• penetration Two s of beam block Pilled with concrete = NOTES: into verercal wood framing members I. min. coverage of strel=1.5" and ( 85 bar cont. in each row. Substitute 2. inn. bearing required + as, end=8' ALL reinforcing steel is grade 40. Kaycen fag o vent vmsl +dim in prate lintel Pilled with concrete and (1) #5 3. standard for reinf. steel=ASTM A415 uan VB" dial sheik x b' wv gaiv. bar c t. for bottom row over openings nalisTYPICAL LINTEL SECTION 'prairaaet apppro'v`al--/we�iiartt Wheat 81 1/2' r well over I" x furrin ( PRECAST CONCRETE) 5/8" thick light textured stripp at It" o.c. with R4.1 fl-Pal " stucco on tgpical concrete nnaula ton on tg ical 8" Block wells 12 x 12 concrete cdan block construction P LINTEL SCHEDULE Mark rid or lJoar wi oB JUL gel Cast-Cret Ross of • Above�t teal 8t�iel SEELCIpmeTtlig Max M" (FL Max. odd L22 2'-2• V-V O99-OB/IT 1 86 30L1 :L1 1024 L31 W_�. 4'-O' OFa-OD/IT 1 06 26LI 9" ?L3 Los 40-6• 6'-10' BPB-OIS/IT I #6 n06 101 334 LBO 6'-0' V-0 aFa-MAT 1 a6 cm a36 121 LLO V-B- T-V BPB-OB/IT 1 85 Ion 121 6+}4 LBO V-O• 1'-4" !Pa-�/2T I 85 2 #6 162 611 so L10 T-O" 10'-L' BPB-15/2T I of 2 86 443 650 401 L10D 1'-O• 10'-L• BPIL-I5/2T ONE 1 ag 2 as 533 M03 401 LI00 10'-O' II'-4' OPB-8/2T I Of 2 #6 SB2 4" 452 WOOD 101-0' II'-4' AIL-IB/2T ONE 1 86 2 #6 is" 1028 452 LI20 12'-O• IV-4• SPB-0/2T 1 86 Z 1851411 420 324 L1205 17-04 IV-4' SPIL-I6/2T ONE I are 2 06 1015 110 $24 L140 14'-O' 16'-4' AIL-IB/2T ONE 1 86 2 #6 1250 LO1 251 LILO IL'-O• IT-4' BFB-Mb/2T 1 46 2 #6 300 N4 114 LIc06 W-ON IT-4' AIL-NS/ZT ONE 1 86 2 86 also boo I" - 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'-O" LONG ARE TO BE PRESTRESSED. n W n W N 'Q F- W EVIEWED FOR DE COMPLIANCE 3T. LUCIE COUNTY BOCC block tilled arth concrete Varies -see Ian All gwall to a Installed per FBC R102.3.1 p d Il t II t ASTM oil rho \ 4 1 M Ell MEN __WA&11A I ON ff, 0 ArrA A WHI WEE EA 1, HISAWAVEtI Ar FEE NSA MA W, A rA end (2) i1 bars Vert. tied i an a mee, a per aining a es. HETA 20 into lunels above (n Mort to be Tgpe 'M" onl pr ortloned er FBC RLO 1.1 #5 bar vert. w/ y� op 30' overlap and ortar joints shall comp q with FBC �601.2.1. thicken edge to e'xe' P Prov a Dur-O-Rock at all wet areas (ex. showers, tubs atc,.J with concrete and at each filled cell FILE COPY one 85 bar continuous BEYOND Fill c ll with concrete and ROOF FLAN Rear Patio/Slob to (U # bar Vert. (tgpicaD. I � be Plush with bottom of Max. acing &hell not exceed slide door recess. 48" ass otherwise noted g Wood see undeUon plan notes for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET rap air rooter Baae &pact at opening& - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET It' below finished floor Step per foundation plan 4" 0/10oncralte slab with mil Vissh OR TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER � L"xL" l0/10 WWM on L mil Viaqu.en over - a Slope per foundation on plan r tale compacted termite ttreated Pal - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E <: ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. =IIII III IIII=IIIIIIIIIIIIIIII =IIII �i I- - ALL TRUSS TO TRUSS CONNECTIONS BY IIII IIII IIII IIII IIII— II TRUSS MANUFACTURER - - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR =IIII IIII': 11 1 II 14"II FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION 1 IIII �iiIII!IIII T ICaI Section at runt Porch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale a " = r- " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Brad n t Braden AIA, PA Winne Budding ate Drawn Revisions : Sheet Comm # Architects —Planners Corp., GARAGE 411 S.E. Coconut Avenue ' rand Car 1 t on i I LEFT Drawn bg: 12 — 2 8 Tel : (112) 281-8258 SITTING C.G.U. - Fax : (112) 281-8283 ROOM -mail: bradenaiaGcomcast.net Spanish Lakes Checked by: Stud t FL 34°I°IL #AAC000032 St. Lucre COuntg Florida OF 5 PANEL "A" Poles BR Load Wee Description circa Circa Description Wee Land BR Pales 2 40 1.0 ke #e A/C comp 1 2 AHu alo 3.5 to 30 2 3 4 2 30 4.5 ku alo 40 gal. water HTR 5 L R at 12.0 kw 50 2 7 a 1 20 1.8 kw #12 Pomp 9 10 Dr er #10 5.0 ke 30 2 II 12 1 20 1.5 ka $12 13 14 Dishwasher #12 1.2 kP 20 1 1 20 1.5 ke sm Nraromave 15 iL Refrigerator 812 I.2 kiii 20 1 1 20 1.6 kw $12 Kitchen S.A.C. IZ l8 Recepts #12 20 1 I 20 1.5 kw $12 Kitchen S.A.C. 19 20 Recepts 812 20 1 1 20 1.2 kr #12 Clothes washer 21 22 Reespes #12 = 20 1 1 20 0.91 kw #12 Garage Door Opener 23 24 Recepts $112 20 1 1 20 1.4 kw $12 26 26 Recepts #12 J 20 1 1 20 1.92 kw 812 21 28 Recepts #I2 -' 20 1 I 20 - $12 General Lighting 29 30 Recepts all ZO I I 20 - 812 General Lighting 31 32 Recepts #12 -' 20 I 1 20 - 812 General Lighting 33 34 Exterior GFCI #12 r 20 1 1 20 - 812 General Lighting 35 34 Bathroom GPI #12 -^ 20 1 1 20 - $12 smoke Detectors 31 38 General Lighting #12 20 1 1 20 - 812 Bathroom GPI 341 4o General Lighting #12 20 1 spare 41 42 stare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) GenrBral Lighting (3. watts aq Pt.) Smell, Applipnce„Circult(s) ..... .................. ......... Range......................................................... Refrigerator ............. I ....... ..... ...................... Microwave ..... . . ...... .............................................. Dish . Washer ..................................................... Clothes..W.ocher............................................... Clothes„Dr99r................................................ Water Heater ................... .......................................... Water Pump .............................. .................... Garage,Door.Opener............ I ................. 1135 3 5205 2 1,500 3,000 1 12,000 12,000 1 1.200 1.200 1 1500 1,500 1 1,200 1,200 1 1200 1,200 1 6,000 5.000 1 4,500 14,500 1 1800 1.800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10 000 Remainder 21,415 e40% 1 0 10,966 Electric Heat or A/C 10,000 e65% 1 10,000 10.000 Calculated Load Watts 30,96L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps L 124.03 Panel Size Required - l50 Amps Electrical S mbol Legend S single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Elleball Recessed e Push Button Switch .0' Exhaust Fan °09 Duplex Outlet Ceiling Mounted Light =0 Special Receptacle O- Wall Mounted Light ® W:= ground left circuitin Floor Duplex Outlet Light with Pull Chain (attic) Computer Connection Jack cnQ Carbon Monoxide Detector 4& Flood Light T Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan Televiaian Jack Telephone JackAD Disc A/C DisconnectI Em x 4 Florescent Light ® 2 x 4 Florescent L► ht Speaker Hook -Up ❑i Intercom Soffit AiC Meter 220 CFM 12x8xe MAS" BEDR 110 CFM 12XBx8 M E ATH I /�I-� I 14 Steel Ballard -� W.H.ee data or1 II 22` x 54 Attie Aama ft -----J 150 Amp Panel GARAGE r----------------- I I 1 I I I I I I I 1 I I I 1 1 t I I I I a = JUNCTION BOX TO SUPPORT A FAN am THERMOSTAT LOCATION IIECHANICAL L A Y O U T B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-0" I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show ever p y minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install service and provider. all items for a complete electrical system and provide all 4. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL proper working order. is, All work shall be done exterior outlets to be WP/GFI protected. in accordance with the N.E.C. and 1. Recessed cans to be installed per NFPA requirements. shall comply with all local codes and ordinances, and shall 8. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. A/C Return Air Balance Must comply w/ FBC RMI602 10. A/C Refri erant lines that are run thru slabs must be sleeved AVC tel shall be stem 1q, The electrical s tom le y y p and effectivelg in grounded as required bg the latest edition of the N.E.C. II. ALL A/C Equipment shall comply, with energy calculation 12. All work shall be performed by a licensed electrical 20. All material shall be new and shall bear underwriters' contractor, the completed agstem shall be fl.1114 operative. labels where applicable. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 21. All equipment and panel sizes shall be verified before 14. All work shall be coordinated with other trades to avoid ordering. The contractor shall provide circuit routings to suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the 22. Furnish and install all fixtures as called for on the plans duration of the work. or as selected bg others. 16. Contractor shall guarantee all materials and workmanship free of defects for a of not less than 23. All raceways and pipes placed in or through any concrete period two years from the date of acceptance or certificate of occupancy, or one slab shall be spaced a minimum of three diameters of the largest conduit or from any year from closing sale of house. pipe other service. Correction of defects shall be completed without additional charge and shall include replacements or repair 24. All exposed wire below 9'-1" shall be installed in metal EMT of any other phase of installation that may have been damaged. conduit. 25. Dr er Vents to be installed y per FBC RM1502 I^n I4 PATIO/SLAB J I I GR IAT ROM I I FM I Ceuta �Orl Ce COVERED PORCH DI ING R OM I i I Y I I 116, 1 1 1% 12x12x8 I� S/A = Salrriced Air OTHERE 10STAT LOCATION A/C disc. #?/O Aluminum feed I W Conduit 2a PVC l Z' rigid service FPL I I /-!`41#% eont0119a'wr tin slab ELECTRiCA RiSER - Contractor shall use AL- U Landing lugs. NTS - Contractor shall torque manufacturers recommenr shall be verified prior i rn Brad rA 007 1�Zu Vent thru ---So it ---- Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p. G Install oulet under disc. Anot shown0 clarity ELECTRICAL PLAN ri i it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 ax : (112) 281-8283 E mail: bradenaiascomcast.net -tJ FL 34996 #AAC000032 SCALE: 1/4" = 1'-0" 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 W nnne Building Corp. , 2' Grand Cle Spanish Lakes St. Lucie County Florida Date Drawn GARAGE 42+n ton (1 LEFT SITTING ROOM Drawn by: c.c.u. Checked by: D.R.B. Post Light with Photo cell I H.B. Exhaust Duct Thru Soffit Wire For Front Post Light REVIEWED FOR CODE (,,3MPLIANCE ST.. LU 'alE COUNTY BOCC FILFE COPY I Sheet Comm # 12-28 B OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span 60 degrees Spree er Bar or less 2 Fag Line Span approx. REFER TO BCSI Truss must be set this way if crane used. Truss Is on ."ample, your truss may not match. wsist crane operator sets truss this way. ITo9—APprox 213 to Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This Is on example, truss may not match. Insist crone operator sets truss this way All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AI R 1 —1Ail lI EFR NOT E UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A MANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL i REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR ARRANGE WITH CRANE OPERATOR I ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH Do not stand on trusses until they are bra ed per BCSI & properly nailed to straps & hangers upset=1/4" hee1=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT it TYPICAL END DETAIL upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A IMPORTANT NOTES: * ALL BEAMS ARE BY THE BUILDER. * LEVEL RETURNS ARE BY THE BUILDER IF DESIRED. J2 LA J4 L\ J6 rl al�l�l� mr�a.:t�w.tha�. 20 GRB I I I I I I I I I I I I I I I I I I I I I I— — I 2/12 INT. 13'-7 1 /2" I I I x LU Ir o w" 3 U)0 m J IY >ao - .Q c to it m >z �O GRA 60 0 AI�I�I�I�I�I�I� GARAGE LEFT J2 Elm XI A5 E A A5\\ A5 A5 A5 A A y A I A :I A A A :I J6 V J2 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 3 RETURNED The legal description of the property where the busses will be Installed Is: The undersigned acknowledges and agrees: 1: Trusses will be made In strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2, All dimensions In this layout have been verified by the undersigned. S. Unless written nova is provided by certli mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no baGccharries will be allowed, In the event such written notice le fumbhod Chambers Trues shall have three (3) buflness days in which to begin repairs required, or to subs other busses, at Chambers option.' 4. The undersigned acknowledges receipt of "BCSI 1.03" summary sheet by TPI a WTCA. 6. Delivery Is to Job she. It Is the buyers nesponslbillty to make the Job she suitable for delivery. Chambers Truss has the Soto authority to determine the suitability of the Job efts or a portion of the Job she for delivery, Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional deliviver+ expenses: If Chambers Truss has to redeliver because job she Is riot prepared for delivery or buyer Is not prepared for delivery of trusses. 9uyer is responsible to Chambers Trues for towing costa due to she conditions. e. Price as shown Iq paragraph 7 below Is subject to change If any changes are. made In this. layout. A $50 per hour fee for revisions may be charged by Chambers Truss. , ..7: This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no; agreement a reasonable price. Involve will be made on delivery and paid within terms of net on delivery. Invoice in be made at scheduled dateofdelivery If buyer cannot accept delivery of fabricated Wsees. The undersigned agrees to pay Chambers.TNss reasonable Ott Ito fee for collectlona In event of Payment not timely made. 1-1/2 %, per month sei change cola be added for all suma not paid within forme. S. signature or Initials arrywham on this sheet constitutes agreement to all terms herein. $. in conslderatlon of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entry, receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, If default In payment for material be made by the reiplant. 10. In the event of any litigation concerning this agreement, the items fumished hereunder or payments referred to herein, the. parties agree that the sole venue for any such action will be Saint 60ole County, Florida, 11. Design responslbllaes are per"National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSVTPVWTCA 4 - 2002 DATED SIGNED FOFj_ TITLE gsprsader bar may be legglred perell 1-or to prevent k(jtay & damage, . i. Multiple ply trusses must be fastened together per engineering before they are set failure to do so can result In roof collapse" Temporary and permanent bracing are required and can save life and property and la the responsibility of the truss erector. 'Study the contents of the Information packet Included on delivery before setting trusses. TrimmmustbesetandbmeedperdeslgntopreverdtrtJ &&VnggG" Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TI SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plercej Florida 34982-8423 800-551-5932 Fort Plorce 772�85-2012 Fax 772 46b-8711 Vero Beach 772-569.2012 Stuart T72-286-3302 ' r 11JAUCCCCYcIlit 'CAM The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The 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 gr wily and uplift loads and their rep cove local 92.0/9MITEK 4.2 Approved DESIGN CRITERIA Date: County SAINT LUCIE Braden 8 Braden A.I.A. P.A. Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 J FOR CODE ,11ONCE ST" LUil �AjUNTY Bt' cC FILE COPY W H a Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 - u}r vauu wau v.u.-l+VnerrUVY� orCnillly Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11319 Scale: 1 /4 = 1' 73 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:02/28/12 Revised:06/10/19 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON II W/ SITTING or 62' GRAND CARLTON III W/ SITTING PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE I I I i / 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11319