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HomeMy WebLinkAboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" Gulf Coast Su l and MFG Sv Crimp Metal roofing FL #IIL51.12 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D PP y P g (type 2) 30 lb felt underlayment installed with min. 4' side laps and 4" end 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails wood screws with self sealing washer at 12" c.c. max spacing over ASTM D spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and deck to trusses using attachment detail on this sheet 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 12 SLOPE 14 4 SLOP Illy e'-I" T.O.B. 12" H. .H. .H O C 5/8" thick light textured stucco on typical concrete ® LL thick x $"w cut block construction 7 coral finished stucco bands 0'-0" = Finished Floor Finish Columns with 5/e" thick x 8"w cut Finish Columns with 5/$" thick light textured 5/8" thick cut coral RIGHT � L � Y A T I O N coral finished stucco bands 5/8" thick cut coral stucco on typical concrete finished stucco bands finished stucco bands block construction SCALE. I/4"=1'-a" ���� �L�YATION ELEYATf N NOTES: SCALE; I/4"=1'-0° - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at -f:12 unless Otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 - An changes o this plan shall be Submitted to the architect wo g crimp metal roofing attached to plywood deck using x IS" p wood screws with self sealing washer at 12" o.c. max spacing, oveerr ASTM D (type 2) 30 lb felt underlayment installed with min. 4 aide laps and L" end for approval in writing prior to starting construction. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11L51.12 I III spaced 4" o.c. at all laps and two staggered rows 12" o.c. in Field_ Attach 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" - Return L LStucco Sands d S into t O l U Window d Ow Or D OOr. . deck to trusses using attachment detail on this sheet wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ed nails. Substrate to be 19/32" COX Plgwood nailed at 6' o.c. in field and edges with IOd ring shank galvanized 12 nails into truss webbing. 12- 4 SLOPE 4 SLOPE AL 8'-1" T.O.B. OL 12 12" e'-I" T.O.B. H. ®® M M Ir1 H. 12" 5/8" thick x 8"w cut H 5/8" thick x 8"w cut ®®®®.: ❑ ❑ 3 coral finished stucco bands c 3 5/8" thick x 8% cut oral finished stucco bands ®®� ® a A coral finished stucco bands 5/8" thick light textured ® ® ® ®''„ stucco on typical concrete block construction OIL „ = e0 e4- A.F.F.Floor 5/8" thick light textured Finish Columns with ------------------------------- ------ i Floor ---------------- 5/8" thick cut coral stucco on typical concrete block construction finished stucco bands LEFT ELEVATION FRONT ELEVATION SCALE: 1/4" on 1'-0' SCALE. 1/4" on 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, VWows do Skylights Opening Type NOA/FL NUMBEg Product Model # Manufacturer Glass Attachment method Ezspn'ation Date Design Pressure of Approved Tests 1,2,3 t4 FL# 239.3 Single Hung SH-l00 Impact PGT 5/14" 1/4' die. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to sin. edge distances specified in Product approval + 80.0 PSF - A IL-0330.02 Overhead Garage Door Model odelmB24i/811 u1 '+ IL'-O max height DAB uth ' �vsrL='; 3/0'c x +s"-�'�I�yi Hy Ms�s''^y�j e�IN nasol iri',a s " . i sni rw iM "(°"sw m .see N.a n.ansnp m d I. N� d1t. 6I - E� to e� .win to pr"amt .ssrwd 10-9-21 + 50.0/-LO.O sf p B FL# I6L 14.1 Fiberglass 05i'n gn eh Pro/ Jeld-Wen Elco 1/4' die. tapcon with min 1.25' embedment at 3" max from cornets and 11.5" o.c. max, thereafter in head and jambs, + 50.0 PSF C FL# 2SL5 Sliding Glass Door Series 110 gGp PGT 1' non Type "GSA" 1/4" die. tapcons w/ min. 1 3/4C" penetration be spaced per product approval. ontrector alt(o adhere to min. 2 1%2 edge distances specified in Product approval ± LO.O PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TT� Ez T tion Dattee Design Pressure of Approved Tests MullionsInstall FLU 261.1 I" x 2 3/4" x .315' PGT per fastener tope and spacing* shown in Table IA and IB In product approval on sheet 5pof 22. + 58.0 PSF Roof FL# 11451.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturin9 2L o. 5v crimp metal rcoMg attached to plywood deck using #4 x 1.5" screws with self sealing washer at 12" o.c. max "R% over ASTM D sip• 2) 30 lb felt underlayment installed with min. 4 side laps and L' end fastened with swan resistant m c th car t ape and with 1.25 ri shank nails sip ad L' o.c. at all laps and two staggered rows 12' o.c. in aid. Attach deck to trusses using attachment detail on roof plan _ IO8.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using 08 x 3' wood screws at each truss. Install soffit to battens using 0,12* clue, x I-S" lond rino shank mails with 3/8" dia. head - +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) AND WILL CONTINUE FOR ONE YEAR 1=R011 THAT DATE 2" x 4" t p plate I/2" drywall ceiling on truss bottom cord PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: W-On Roof Pitch: 4.12 Internal Pressure oe icient: ±0_I8 Subjectability to damage from. Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C �8 si iY1 1/2" drywall on Adjustment factor for Exposure Height: 1.21 x O.L = 0.124 ASD design2" x 4" studs at 14" o.c. Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+0.6I11L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-5-1.0 psf Roof Zone: 3. +20.4/-84.0 pat Components t Cladding Wall End Zone Width: 3'-4" Components R Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.-1 psf 0 = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? Yes ® = Roof Zone 2 Continuous Load Path Provided? I�'e` Walla Zone 5 Are Components an Cladding Deter Provided? Yes END ZONE base -board 2" x 4" P.T. bottom plate Minimum Sal Bearing Pressure: 2 50 psi, Presumptive: X B9 Test: psi SEE PRODU TAP ROVAL FOR IMPACT PROTECTION FOR OPENINGS) = Corner Zones �;:-<=e:. :•;<;!t:; ;;.:::�" .,:: Roof Zone 3 4" concrete slab with fibermesh OR ROOF LIVE LOAD: 31 Pat ROOF DEAD LOAD: 10 oaf SCANNED VxV #10/10 WWM on 6 mil Visqueen over FLOOR LIVE LOAD: --15- oaf FLOOR DEAD LOAD: 1O clean compacted termite treated fill St.'l.I1ClP.i'nnnfil Interior Non-3earircq Partition JOB ADDRESS: nts Braden t Braden AIAe PA Winne Building Corp. MODEL: Date Drawn Revisions :C1" �� Sheet Comm # Architects - Planners GARAGE FILE CC) y 411 S.E. Coconut Avenue THE STERLING LEFT Drawn by: q 0 Tel : (112) 281-8258 C.C.U. eVIEWED FO Fax : (112) 281-8283 -mail: bradenaiascomcast.net S((��aftlsh Lakes Checked by: CODE COMPLIANCE Stuar FL 34994 UAAC000032 SL• Lucie County Florida D-R-P S. ST. LUCIE COUNTY, 41 OF 5 BOCC • l FLOOR CRASH POST DETAIL AREA CALCULATIONS 14'-0" lo'-o" 12° lo'-o° 2" TYPICAL NOTES: SCALE 1/4' = 1'-0" 36" high by 4" diameter Liv Fr ng A/C nt Porch = 1,414 sq. ft. = 153 sq. ft. I. Contractor to verify ALL notes and dimensions prior to at. Floor steel crash po- Re ar Porch = I14 sq. ft. Opt. PATIO/SLAB proceeding with Work. Flange with 4 3/8° expansion bolts into Garage = 321 s ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. mansion 50 ksi steel plate) 2 3. ALL Lumber to be used as Beam, Rafters, etc... to have Total Under Roof- 2,124 sq. ft. a minimum 1,400 P.S.I. fiber stress. Total Cubic Ft = 11,192 ° o ° o ° ° ° ry - 4. No dissimilar metals to touch. � •L ��„ �„ �„ ° � EGRE55 O 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 0 �° vTI� x 12" Concrete column ° O ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ;,� 0 JIL block filled with concrete end block ° (2) #1 bars wart. tied intoQD O shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "s/s" ^ 2" lintels above r 6. Drywall at ceilings shall be leveled and attached to bottom chord ' 4�" j' �� i of trusses with screws per FBC R702.3.5. o 0— I 1 O 12'-e" Covered Porch -I. 8. ALL wood in contact with concrete shall be pressure treated. ALL wall dimensions are nominal and not finished wall or stud dimensions. �" 2I VTR JAL Provide screen mfdl below 9. ALL plumbing fixtures to be low flow. Masterr�� Bath cv ° ° ° ° ° ° if ° 10. Contractor to Provide Drain at water heater in accordance i4 i C with the current edition of the Florida Plumbing Code. MASTER I ° II. Contractor to Provide a 2'-8" wide door at one bathroom for s$" z'h" `°" i _ '°w BEDROOM " )nG 12, handicap accessibility requirements. Lowest finished floor to be set by Governing Building Department-o �" b„ �" , I r VTR W.C.w.c. I JIL a• 00 LL ." F m 1' V-O" A.F.F. to 9'-8" A.F.F. Vaulted Ceiling "' i a� Flat Ceding 13. surveyor to set in field. Separation between residence and garage shall be per FBC R302.6 awr. 1 1 3 1 i Kit. Sink I ° GRE,aiT ROOIM 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 2• o T I Water Heater Kitchen i , 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 Rail i half I 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. Masonry Beam I x L All exposed attic insulation materials installed on attic floors shall have a critical radiant " P.T. Buck nailed to a• we ° L'-0^ flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails "' Vanity to e N materials exposed on the underside of the roof deck or on the attic walls shall comply prig to door attachmen Bath #2 ah�. H B 34Y,°hig I _ 18. with F.B.C. R316 - see permit Info box of code edition Gyypsum board material shll conform to ASTM C34, C19, C415, C514, C630, C931 : - ;'`;r :,:;:•.:'::-.:,, ''"`` a °O" O uo ° I v e'-01 to T-8" A.F.F. 2" x L" knee -wall rev oc below counter to P —veiling C40, C1002, C104i,C11-11, C1118, C12'18, C1395. or C1396 and shall be installed according to the following: (FBC R-102.3.5) „ .., ° To Septic PLUMBING RISER CLO I ET 1 DINING Drywall Thickness Location Orientation Orient Framing Member Max. spacing of fasteners Nail sizingoptions for installation of drgwell into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12^ 13ea 1 3/8' long with 19/64' head 0.098' diameter x 1 1/4" long annular -ringed or Sd coder nail /s 0.080" die. x I S/e" long with Walls Either I6" all 16. Direction 15/64" head OR Ggpsum board nail 0.086' die. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 11: 12" 13ga I S/8"Oiloong with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d coder nail 'V8" Walls ither IL" 8" 14" 0.092' die. xR 1 long with Direction 1/4" head OR Gypsum board nail 0.0915" die. X 1 1/8' with 19/44" head. at o J / �''• ROOM Install SGD thru buck into 0 O D Lai 41is CADINE e" Rod i Shelf h e ° - ^�� block with 3/I4" tap -con with l i I ` 1 1/2" penetration at V o_c- max. ow I—� 4 from each corner and 20." o.c, max thereafter at head per product approval — I/\ i /� ` \�� 1 I" x 6" P.T. Buck nailed to O al ° Yt T H ° Vanity to be 1 34 y2"high Q Head block with case hardened nails _ prior to door attachment Ln l O 1 %4" 13'-O3/4" O n °- `n High411"1lla11 KITCHEN 3'-8" I o fixed door ;-''>?';o Yen through Dryer, L — I-112" — — Co Use 3/I6" tap -con with sliding door t• .; ;: ;;.;;,; wall i — �i iv 8:_p Aq F F iSver eng ° 1 1/2" penetration at L" o.c. max. ?' `.'ri`::. O - Flat Ceiling ° from each corner and 20" o.c. max iv Maso rg Wall I _ 6'-O 10'cal 4'-I" O B. thereafter at sill per product a prove[ ;,, • :...:•...:.:;. ':r.c'' Upper cabinets to D 3 10'-2" O -O"4,: .A.:.. :,. ;• .. ...:;•'........,;nr;:;. •.art<;... extend over Ref. :.•_•, Bottom Track Typical Flooring " n 2" filler I E BATH "' sill Install SGD hru buck into 4'-0" _ G — — O i sxirq block with 3 IL" tap -con with My I l/2" t t L" c max A Sh If O ° 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, 51 l d 1 n Door D } a l from gene ion o— —e — g 1, each coi ner and 20." o_c. max 0 ikN — — A108.1, All8.l, A118.3, A136.1 and A13rt.1 thereafter s Jambs per product approval Jamb R-ii e.tei °elation W.H, a N " O 20, Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM At Masonry Wall NTS ° p#IC s e detail Steal Ballard 20, a ee 'sill _w C1288, C1325, OR CII-f8 and installed I.A.W. manufacturers recommendations shall -- > L be used as backer for the wall tile in tub areas and wall panels in shower areas. (n d OU.J Schedule Provide suits i I�" 22 x 54 O 21. Insulation Including facings such as retarders or vapor permeable members Installed ° closer Attic Access O I with light i Q 8'-O" A.F.F. Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics _ _ _ _ _ J - a2° _ _�I Shall have a flame spread Index not to exceed 25 with an accompan 1n smoke Mark Size Rou h O en. Window Descrl do PRESSURE ZONE Flat Ceding y g Meter 150 Amp s 4" '-o-: 13'-L developed index not to exceed 450 when tested in accordance with ASTM E 84. 1. 4•-5i°"x 5•-3ia" 54ie°x L3r,° Single Hung ZONE 4 It - Insulation shall comply with F.B.C. R316. " i' Single Hung ZONE 4 f nel a VGOF SEC(OND2, L-2%,'x 5-3/a' l5 x 03 4"^ EY BEDROOM 3 2'-2"x V-2 1/2" 2l%"x 38$ ' Single Hung ZONE 4 GARAGE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 4. 4'-5%"x 4'-2%" 54%s'"x 54%" Single Hung ZONE 4 O -4" A.F.F. MT OCI 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" 04 _m i Flat Ceiling ° wood screws with self sealing washer at 12" o.c. max spacing over ASTM D ALL 1111ndOW5 t0 be aluminum windows w/ tint (type 2) 30 IS felt underlagment installed with min. 4' side laps and L" end O laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails ° O• O spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach and mullions per elevations. ° deck to trusses using attachment detail an this sheet ALL windows to withstand pressures In permit Info box on sheet I o r---- -------------� EGRESS ALL windows in bathrooms to be tempered I Black wall in be = ° All rough opening dimensions to be verified bg c0 tractor 1 garage to b 1 I � with manufacturers specs prior to construction struck block 3-I Simpson HETA 20 or equal 1 ■ O COVERED ith con rate and to #1 ors block filled tied O 12" x 12" concrete column block filled hurricane anchor at each truss 12 O O^ .I 1 I 14'-6" IPORCH with (10) 10d x 1 1/2' nails r PRE-ENGINEERED TRUSSES Schedule I into lintels abo a in O ( 24" o.c.) supporting Max. 4 I at 24"o.c. TYPICAL 1810ibs. upiPt (shopdrawings IS manufacturer) 1 O g y Mark Size Rough Opening Door Description PRESSURE ZONE HS i '4 I p A 9'-0' X T-O' 108" x 84" Overhead Garage Doof ZONE 4 C. �R-30 blown fiberglass Aluminum Dnp fg " - - " 41 ,"x 83'd," Edge i Fascia m bottom chord of trusses B 3 O X L 8 �Fiberglass Panel -Ina ng ZONE 4 3�_5�� q'-O" 3'-5" 2'-8" 2'-8° 5'-2° 6 - l4' x el %' ;;°° ;°°°t"" Sliding Glass Door ZONE 4 V­i/2" drywall with smooth finah C V-O" x L -8" 9 15'-10" 2" x L" Sub-Fescie Two rows of beam block filled with concrete end (1) #5 bar Cont. in each row. Substitute D 2'-O" X L'-8° Solid Core -wood - L-Panel -Bi-Fold Finished 24" x 81 %," Kagcan full o vent vmgt soffit installed precast lintel filled with concrete and (1) #5 E 2'-L" X L'-8" Solid Core - Wood - L-Panel wain 1/8" die shank x 15" long gsly. bar Cont. for bottom row over openings produc approval 3/seedin. chart sheead etr#1 1/2" drygwall over I" x furringg F 5'-O" X L'-8" Solid Core -Wood - 4-Panel - Bi-Fold strips ai It o.c, with R4.1 frfoil insulation on typical 8" Block walls G 2'-8' x C-8" x I s/4" Solid Core Wood, Steel, or Masonite Door 5/8" thick light textured All drywall to be installed per FBC R102.3.1 2'-8" X L'-8" Solid Core -Wood - L-Panel T and shall meet all pertaining ASTM codes. H Install windows thru buck into stucco on typical concrete ao Mortar to be Type "M" onl proportioned per FBC R401.1 block construction and Mortar Jonts shall coin with FBC R601.2.1. U 2'-L" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold block with 3/IL" tap -con with Attach buck to block wall with Provide Dur-O-Rock at allywat areas (ex, showers, tube etc...) 11/2 penetration at L ." max. from each corner and 20 ° o.c. max I/4" die, Eleo cone screws with min. X-8" X L'-e" Solid Core - Wood - L-Panel - Bi-Fold thereafter at jambe and 20" o.c. max. 1 1/4" penetration at 12" o.c. max #5 bar vert. w/ at head and sill per product approval and 4" max from each corner thru 30" overlap Fill cell with concrete and L I'-L" X L`-8° BI-FOLD Exterior face at each Pilled cell (U #5 bar vert. (typicaD, of wall Buck to be I" x 4" PT Exterior face 2" x L" PT Buck Max. spacing shall not exceed of wall Wood 48" unless otherwise noted ALL Exterior doors to withstand pressures state In permit info varies [I Base see foundation plan notes for box On Sheet #I erica spacing at openings 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 BOX ON SHEET #I aI"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru nd 15",Iamb into buck clean compacted termite treated fill b tachment ifs JAMB, IOR DTO BUCDK prior attachment max and * rough ope n c tractor lock with case hardened nail ON ALL J hingea Grade All r Ind dlmenslons to be verified by n Detail at l,UlndoWS prior to window at SILL BLOC Detail at Door each — ..: :....:.....:..: . : : :. :...,......• .... INSTALLATION with menu ac urer s specs prior to construction NTS NTs =1 I I -1 IIII-1 I-1 I1 11= Date Drawn : Revisions : Sheet Comm # IIII=_ —III IIII IIII= j11 Brad n t Braden AIA, FA WQnne Building Corp. 9-9-19 REVIEWED FOR - Planners GARAGE Drawn by: 2 16-300 i 1 I I- Architects I S.E. E sGoconut Avenue T s T G LEFT CODE COMPLIANCE ANCE IIII=III=III-III - i I i Hn x 14" Concrete footing 14" with (2) #S bars cont. and #5 Tel : (112) 281-8258 C.C.U. ST• LUCIE COUNTY TYPICAL SECTION transverse bars at 48' o.c. Fax : (712) 281-8283 Checked b : E-mail: bradenaiascomcast.net Spanish Lakes 9 BOCC Scale I/2" = I`-O" Stuart.FL 34994 �AAC000032 St. Lucie County Florida D.R.ES. OF 5 W STRUCTURAL NOTES: _ _ 14'-O" 10'-Q 12" 10'-0" 12" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSI= 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. 1 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: 1 PATiO/SLA� ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOWF,F INDVEL CITY �PERPERMIT INFO BOX ON SHEET #I 1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" I _--- —I - °° ° iiii _ 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO O r _ — ___�_�_�__=�=0 ° — �� I— — — — — —° — 4 � — — — — — -� ry SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, E I FI I ©1 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON L MIL, POLYETHYLENE VAPOR I Rear Patio/Slab — I OD BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11• ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I LU I (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONC ETE. ( to from poured use slab, IL r FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, I 12'-e" from the house slab. 4 �I MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 0 a SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. Thicken footing to 24" 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS I FI 24"w x 14"d x 24"L BEFORE FILL IS BROUGHT IN, FILL MATERIAL SHALL CONSIST OF under filled cells r CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I under girder bearing. - PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" I ry I ° Ell ° ° °° O ° STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: I-I/2" (] I Rear Patio/Slab to — — — , ° COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY be flush with bottom or FI 1 PROCTOR VALUE. 13• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. " �u� I slidin5loparl�2ess. 0s a.° s 4- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI I-0) DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE u_ ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF N0.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I F_ '1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE I' PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I I (]FOUNDATION FL�4 . � I SCALE: 1�4" = 1'- " I Vanity to be I. Any changes to plans must be submitted to the architect H.B. � 4Y211high for approval before proceeding with construction, 01 6"x6"4 #loncr WwM on with mil fibermesh Visqueen over 2. Contractor shall be responsible for verification of all Termite Lion. tlon for New ° notation and dimensions before starting construction. Construction. clean compacted termite treated fill I 3. Soil conditions assumed to be 2500 psf, Should any other conditions be 1Fl encountered, the architect shall be notified In writing for revision Soil treatment used for subterranean termite prevent) n inside the foundation perimeter shall be done after all I C tile, etC.... excavation, backfilling and compaction is complete.F- 4. Verify all recess thickness at showers, \ , S. Contractor to provide filled cell with concrete and 1 #5 bar Vert. at 48 If loll area 1s disturbed after initial chemical sole treatment -a� i ice; o.c. max. Provide (1) filled cell on each side of openings upp to 5'—II" wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from 6'—O" to 9'—Il" including spaces boxed or framed. I 1I 1�= o LO and Provide (3) filled cells on each side of openings from IO —O and up Treatment must be in accordance with the rules and laws 1 Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture end shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. L Contractor to provide for Form Board Survey — Form Board Survey Protective sleeves around metallic piping penetrating FI p ° to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not a of cellulose o I ° o H•B• 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of p P a copy of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade X, meeting ASTM A-16 and 00 A-35 specifications. ALL Anchors to be A-301 Steel. 9. Provide a minimum of 3" concrete protection at footings and o A/c ° — — W.H. I I I—I/2" concrete protection at beams for ALL reinforcing bars. #1 I ,"fi Steel salncr r Pilled w/ Concrete ® F5 j I 1 p l I #5 bar Vert. w/ Thicken edge to B"x8" 30" overlap SEE TYPICAL with concrete and •4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous L"xL" #10/10 WWM on 10 mil Visqueen over I m Ig I 1 FI I c aD m10 clean compacted termite treated fill E ;b 1 Q a 4" concrete slab with fibermesh OR GRADE I �`l: I I I N VXV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade -IIII—IIII . I =3 ai I L ° D, 'V- " c — OOEr0- I =IIII 'III IIII— '' 14"w x 14"d concrete monolithic PORCH SLAB EDGE DETAIL a - \ footing with (2) #5 bars cant. SCALE 1/2" = 1'-O" I `u0 I \ — — FI — — — ,� 1 ��� � F51 — -- --O 14 y u0 w ° T�T�T�T�T-T� #5 bar vart. w/ I F5 - U o� 11I I ° ° i i i i i i ° ° ° I TYPICAL FOOTING DETAIL 30" overlap ° I `r_ " fL SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL X w Q F4 p 4" concrete slab with fibermesh OR Ad ust curb heiglit ECTIONS Filled Cell Masonry Colum With One I �0 14"-L" I O I o 6 x6 410/10 WWM on 10 mil Visqueen over based on gar. floor #5 From Footing To Ti Beam12'_6° N 6.. 9 4" concrete slab with fibermeah OR g � clean compacted termite treated fill slope. VxV #10/10 WWM on 10 mil Viequeen over , F q Conc. F111 To Be 30 O PSI F5_ Recess for — — — — � F r _ r clean compacted termite treated fill See Floor Plan For Lo ation O L — — — — — — — — it #5 bar Cont. #5 bar in curb Garage Door — — — — 1 - Step per O'-O" ®F.F. — — foundation plan Grade O N +' — — 12" x 12" concrete column block fella 31 -5" 9'-O" 3'-5" with concrete and (2) 41 bars vert. ti d Single Filled Cell Column into hntelx above (2) #5 bars cont. bottom steel 14% x 14"d concrete monolithic 10 1 III —I' footing with (2) #5 bars cant. NTS " 12" (4.. ;2 DETAIL AT GARAGE STEPDOWN Filled Cell Masonry Column With One SCALE 1/2" = I'-O" GARAGE CURB OETAIL #5 From Footing To Beam Each. Conc. Fill To Be 300 PSI 12" x 12" concrete column SCALE 1/2' = I'-O° See Floor Plan For Location block Pilled uath concrete and (2) #1 bare vert. tied into hotels above Verify house slab height in field Top of Tooter 14" below finished floor ` 1= �1 Double Filled Cell Column NTS FOOTING SCHEDULE Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS kSize 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x It COLUMN FOOTING WITH (4) #5 BARS EACH WAY F� 8% x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-o" 3011x30"xl6" concrete 2" x L" PT wood secured with Date Drawn Revisions Sheet Comm # IIII-I column footing with (4) 3/s"ilia. x L" anchor bolt at Is" a.c. Braden t Braden AIA, FA ; � �( 9 = lU nne Building Corp. q_q_l� I— #5 bars each way overhead door track secured to wood Drawn by: ate� OR jamb per manufacturer's product approval Architects —Planners GARAGE C.C.U._ G`IPL�E 411 S.E. Coconut Avenue THE 5 T E R L I N LEST 30" Garage Door Jamb Detail Tel : (112) 28'1-8258 GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS Fax : (112) 281-8283 $ anish Lakes Checked by: t�CC' I COLUMN FOOTING DETAIL IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT E-mail: brad enaiascomcast.net P SCALE 1/2' = I'-O" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Stua t FL 34996 UAAC000032 St. Lucie County Florida D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. 1linilOulll Mall JIGO — Wiwiin+y ..l vn. ".... .-.�. 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX PIqwood 4. Use nails or screws bas d on ress re for roof stated in permit info box on these plans for zone 3 Key Area Ede Field Fastener Max, Pressure Zone I 6 6 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 .41, 4" ad ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on pres ure for rQof stated in permit info box on these plans for zone 3 Concrete / Lintel Column to Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled call steel into continuous beam block steel. lk� Provide Cast -Crete aUe-OB/OT precast lintel set in mortar Min. 8" Bearing Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck .ached per �e ads into filled mb c 4" Pre -cast Bill i Filled Call Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous rooter steel. Concrete Footing — ,).:' % '. ':.. •, T lam; •:y' (see looter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-O" SINGLE PLY REAR GIRDER TRUSS A.Nail 2" x 4" blocking to vert. lag of truss, with 10d x 1.5 nails at 4" o.c. Verify with Plan I;r Install Simpson MGT into wall using 12"x 12+' \ `+ dia. threaded rod set mini 12" into 1 Colymn Block into wet beam and (22) IOd nails into truss #i Reber Reber 1,48 Bar Dia. Mm.Overlap TRUSS BLOCKING DETAIL Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT u5 bars ---- - - e ri. ;ir:``7 '•��'7 CLEAR SF8-OB/IT 81118-IBAT 811118-I5/2T Row of Above bars BFIL-IBAT BFI6-8/2T NOTES: 1. min. coverage of steel-1.5" 2. min, bearing required a ea, end=8" 3, standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) NTS 1/8" thick fight textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using ad nails. Substrate to be 19/32 COX 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 #11461.12 2L ga. 5v crimp metal roofing attached to plywood deck using Call 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 0 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?a ced L o.c. at all laps and two stagggered rows 12" o.c. in field. Attach ck to trusses using attachment detal on this sheet Lintel -ength Bar Length Clear Span "A" Bars "B" Bars 2'-10" 2'-8" I'-6" 2,#3 none 3'-4" 2'-2" 2,43 none 4'-0" 3'-10" 2'-8" 2,#3 20 none 3'-2" none 5'-4" 5'-2" 4'-0" 20 none 5'-10" 5'-8" 4'-6" 2 #4 none 5'-4" 2,#4 none 6'-2" 2,#5 none a'- -4 1'-10" 1'-O" 2,45 none ALL reinforcing steel is grade 60 LiNTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Cast -Crete Specification Rows of 'H" Block Above " " Bottom steel size Top Steel Size Max. Gravity Load (PLF) Max uplift Load (PLF) Max Lateral Load IPLF) L22 2'-2' 31-6' 81118-OBAT I #5 3069 1 1549 1024 L31 2'-L" V-l08 4'-0" 8F8-OBAT 1 #5 2561 13L3 163 L45 4'-5' 5'-10' 81118-OBAT 1 #5 1105 909 339 L50 5'-O" 1.'-6" 81118-OBAT 1 #5 1238 835 121 L60 L'-8' 1'-L" 8F8-OB/IT 1 45 1011 121 534 LBO 8'-0" T-4' 8F8-IB/2T I #5 2 #5 152 591 512 L90 all -ON 10'-L' 8F8-IS/2T I #6 1 2 #5 643 530 401 L9015 9'-O' IO'-L' 8FI6-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4' 8F8-IB/2T I #6 2 85 582 4114 452 LIOOB 10'-0" II'-4" 8FI6-IB/2T ONE I #5 2 #5 13111. 1028 452 L120 12'-0' 1 13'-4" or8-IB/2T 1 #5 2 86 411 428 324 L120B 12'-0' 13'-4" BFIL-IB/2T ONE I #5 2 #5 1015 110 324 LI40 14'-0" I6'-4' 811I6-I13/2T ONE I 86 2 #5 1250 L09 259 LILO It,, -ON 11'-4" are-IB/2T I #6 2 #5 300 192 M4 LILOB IL'-O" IT-4" orI6-IS/2T ONE I #5 2 #5 960 500 M4 - 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. I Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2' nails — ! 24" o.c.) sup pporting Max. ISlolbs. uplft Aluminum Drip Edge t Fascia 121, 2" x 6" Sub-Fasci Kaycan full o vent vinypl soffit installed using 1/8 dia shank x T 5" long galy. roofing nails with 9/8' die. head per product approval — see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied_ � into lintels above thicken edge to 8"x8" with concrete end one #5 bar continuous BEYOND Top of Tooter IL" below finished floor 12 4 1/2" Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd " is at each web hr-rib lath vertical wood 1 to provide ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan - Slope per foundation plan T Brace Gable end with 2" x 4" SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer > to e) � r_ X @ s OC cy m O �to a R LL ed) u Er, _ 00 O CF) U s W Brace Gable and with 2" x 4" SYP 92 min. aft back nailed to bottom - of top chords using (2) IOi nails at each truss blown fiberglass S � N O N Q R-3 �In bo tom chord of trusses p in -1/2" rywall with smooth finish I o W = Two owe of beam block filled with concrete () #5 bar Cont. in each row. Substitute u .and prec t lintel filled with concrete and (1) #5 a or t. for bottom row over, openings N 1/2" drygwall over IN x furring PI-foll strip at 14" o.c. with R4.1 -insuetion on t plcal 8" Block walls 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 either wet set or in epoxy with ( 24" o.c.) supporting Max. (22) IOd I—— I— nails into truss. Add blocking to -.' ae+.,i �m +1va sh.wt i--IOTA 20 1810 lbs. uplift ONE 05 FOAA FAA FAM AA FAr .1 FIN is W1, A, ITA �J VIS PAE W, A W, A Coast Suoi:ilu and MFG 5V rim —Gulf Laing side lops and 0 end shank naila— NN I. I_ W O W W .n L Q u Q � � W I— E W U-0 lLl O in z Id I I O (I— N O W All rywall to be metalled per FBC R102.3.1 and 5hall meet all pertaining ASTM codes. HETA 20 Co Mort 5r to be Type "M' only proportioned er FBC R601.1 and ortar joints shall comply with FBCGOl.2.l. Pro ide Dur-O-Rack at all wet areas (ex, showers, tubs etc... FIII c all with concrete and lam' O O F FLAN (D # bar vert. (typical). Max. spacing shall not exceed 48" nuns otherwise notes for noted plan Wood seaoundation - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacmig at openings - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xL" #10/10 WWM on Land Viaqueen over 4" concrete slab with Plbermesh - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER cl an compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 77-7 _ ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. =IIIK IIIIMI117 - ALL TRUSS TO TRUSS CONNECTIONS BY III IIII IIII— I �II1 "' TRUSS MANUFACTURER =III =IIII Ili- - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14" Fi TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION ICaI Section at t"OntOi"Gi1 - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Scale , „ _ +_ ++ en t Braden A IA, PA FORM BOARD SURVEY TO Ulunne Building Corp. Date —19Dra Revisions REVIEWED FOR Sheet Bra Architects — Planners -411 S.E. Coconut Avenue THE STERLING GARAGE LEFT Drawn bg: CODE COMPLIANCE 14, Tel : (112) 281-8258 C.C.U. ST. LUCIE COUNTY _ Fax : (112) 281-8283 g anish Lakes Checked by: BOCC E—mail: bradenaiaecomcast.net S , Lucie Counttq Florida D.R.B. OF 5 Stu rt- FL S4994 UAAC000032 Comm # 1�-300 B 1-2-19 - PANEL "A" Poles BR Load Wire Desenption area circa Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #6 12.0 kw 50 2 1 20 1.2 kip #12 Clothes washer 1 20 1.5 ko $12 Kitchen S.A.C. Dr sr #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. I 20 slit Bathroom Reeepts Tq Air Can sa #10 6.0 kw 30 2 1 20 1.2 kw #12 Dishwasher 1 20 1.2 kw #12 Microwave Am Handl #10 5.0 kw 30 2 1 15 - 814 General Lighting 15 16 1 15 #14 General Lighting 11 IS WH #10 5.0 kw 29 2 - 1 15 - #14 General Lighting 19 20 1 15 814 Gemara] Lighting 21 22 GDO #12 0.81 KW 20 1 - 1 15 914 General Lighting 23 24 Spore - Span 25 24 Spare Spare 1 21 1 28 1 Spare Span I 29 1 301 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . I Watts Total(WattaL General .Lighting..(3, watts..®q. , ft.) ........ -.... . . . ....... SmaII.Agplrance,.PIrcult(s)............ ,,,,, ,,,,,,,,, ,,,,,,,,, Range .. ......... ......... ......... ..... - - ......... Refrigerator.................................................. Microwave ................................................................. Dish Washer. . .. . .................................... ............ Clothes„Washer............................................... Clothes„Dryer................................................ Water. Heater ..................................... Garage. Door.Opener........................................ 1135 3 5,205 2 1,500 3000 1 12,000 12.000 I 1,200 1,200 1 1500 1500 I 1200 1 00 1 1,200 1.200 1 5 000 5.000 1 4,500 4,500 1 810 810 Total Watts 35,615 First 10000 Watts 0100% 1 10,000 10,000 Remainder 25,615 e40% 1 O 10,246 Electric Heat or A/C 10,000 11165% 1 10,000 10,000 Calculated Load Watts 30,244 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126,02 Panel Size Required = 150 Ampa Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light cJj Double Pole Switch ® Eyeball Recessed Ps Push Button Switch Exhaust Fan =49 Duplex Outlet Ceiling Mounted Light -0 Special Receptacle Wail Mounted Light Wa= ground fault circuit ro Light with Pull Chem )slue) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light T Thermostat ins= Electrical Panel Q Central Vac 8 Electrical Meter d Smoke Detector Ceiling fan ® Television Jack ❑= Telephone Jack ��;C A/C Disconnect ® I x 4 florescent Light ® 12 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN = THERMOSTAT LOCATION O B/A = BALANCED AIR Soffit 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit MIS IS CB PANEL 200a rat meter can 2" PVC ( FPL schedule 80 2" rigid service rods °I ELECTRICAL RISER #2/0 AL SER Cable With 41 Grnd 2" PVC Schedule 40 conduit aleeve_ into attic 200a rated _ Fr meter can �'"'� bonding pant 2" PVC ( FPL)- schedule 80 2' maid service FPL - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Verify AIC/KIC Rating prior to ordering ELECTRIC NOTES: ISO MCB PANEL bonding pant _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction L - Verify AIC/KIC Rating prior to ordering equipment I. Use copper wire only from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GPCI protected. 5. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NPPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must complyy w/ FBC RM1402 9. A(C RefrigsPqf'�t lines that are run thru slabs must be sleeved In YYG 10. ALL A/C Equipment shall comply with energy calculation 11, All work shall be performed bg a licensed electrical contractor, the completed Ill tem shall be fullg operative. 12. Contractor shall pay For all Pees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the Meter 149 CFM IOx1Ox6 MAST R BEDROOM 149 CFM IOxIOX4 Opt. PATIO/SLA 12xI2xIO B/A ir i� L 4� 11 B/A xlO ---- 9 CFM_ _ I_ -- 150 Amp Panel E 2 CFM 12xbx1 1 \ 0 Io r -21• X 64" At�h Access L___1ip1_' _J GARAGE r-----------------i I I I i I I I I I I I I I I I I I I 1 I I I I 12'1 Covlered Porch Registers 208 CFM 3 fa IOxlOx1 DINING ROOM Is C 11 4ATH 3 o I i Ib"144 CFM IL- L_- 1, SECOND BEDROOM j 112xl2x8 1 B/A COVERED PORCH r'IECHANICAL L/4YOUT sca�_e v4 - i-o' 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects For a period of not less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the job conditions. gear from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected by others. other phase of installation that may have been damaged. I6. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the of construction. The contractor shall furnish and install all items For a complete electrical system and provide all largest conduit or pipe From any other service. the requirements necessary for the equipment to be placed in 23 All exposed wire below 19'-1' shall be installed in metal EMT 11. proper All working order. work shall be done in accordance with the N.E.C. and conduit. shall comply With all local codes and ordinances, and shall 24. D�ryyer Vents to be installed per meet all standard requirements of the local electric utility FBC RMI502 and telephone company. 18. The electrlGal system shall be completely and effectively OB grounded as required by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. Exhaust Duct Thru Soffit H.B. __ Vent thru 4" Exhaust Soi`flt Duct Thru Wall w.p. G Install owleAor- claritg under disc.not shown ELECTRICAL PLAN Braden It Braden AIA, FA Architects - Planners 1411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 -mail: bradenalaBcomcast.net t Stun - FL 341114 #AAC000032 SCALE: 1/-4" = 1'-011 Attic Ventino Calculations ESC 2309.1 Total Attic Space = 212-4, Sq. ft. Venting Ratio 1/150 = 1.4.16 sq. f t. required Provide A Continuous Vented Sof f it W Anne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Post Light with / Photo cell I Date Drawn Revisions 9-9-19 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R-B- H.B. Exhaust Duct Thru Soffit E Wllirre For Front Post Light Sheet Comm # REVIEWED FOR CODE COMPLIANCE _� _ O O ST. LUCIE COUNTY F. 13 BOCC OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. IVIUL I II -'LC rL T I MUJJCJ IVIUJ I OC ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A 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. Truss SEAT PLATES BY CHAMBERS SMIIIIIIIIIII upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL �► ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH �► Do not stand on trusses until they are braced per BCSIJ & properly nailed to straps & hangers ----- SPACING NDITE ALL TRUSSES ARE TC BE SET AT 2.-C: ON CENTER EXCEPT AS NOT:D AIR H A IV I IFEE FR 6V 0 T tE- 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. All load bearing Walls, headers, beams & li tels must be in place at indicated height before trusses A are installed. A cp aapp m m m J2 J2 o i� J4 J4 J6 e /5 J6 GRA d Al I 1 2.0 INT .001 NT. A2 A3 I I A4 I A5 I A5 I A5 I / I I A5 13'-8" 4' A5 n i. • 1 A5 t A5 ATA 77 x a ATA ATA NVERTED "W WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) ATA 50# POINT LOADS PER TRUSS FOR A/H/U i ATA i ATA ATA % ATB , i ATC BHA ��0 s f0 I✓rye _ I J6 J6 Eo '� 0 1 I J4 J4 io J2 J2 m m (m m I m m m N I I 15'-101, ' S, 4„ T-4„ GARAGE LEFT DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI FABRICATION AGR EE1IWENT TANTED UNTIL THIS AGREEMENT is SIGNED iG RETURNED The lapel descdpifon o{the Property where the pusses will be Installed Is: .The undersigned acknowledges and agrees: 1: 7rusaes will be made In sttict accordance w whichta the sole eutholity for detennlnin .eu this trusa placement diagram layout, 2,All dlmenafona N thla layout have been vertNsed by the nfdelos,gnedasea. .3, lJnles's wrlNen notice la provided by cartMed mall to Chambers Truss within ten (10) days of delivery the undersigned agreee that no backcharyes will be allowed..lh the event such written no9:la famished Chambers ',vas shell have three (3) but1g�jr,eas days a which to begin e untl rea'rvign dI 0Z1'0edpea recafp eof BCSe 1-0t Chambers heal by TPI 8 WTCA. del h he, 8. Deavary k to Job atte. It h the buyers'2ponslblllry to make the Job aRe suitable for portlon of the Job she forelry �e sole authority to determine the sultablllry of Ne Job site or a The b r la res onalble kr addNlone deMaT oss will be responsible for dump delivery only. beaauee Job eNePa riot propered for pally noes N Chembed for ra Truss had li delredivery only. 8uyer in rosponslbte to Chambers Trues four tlowiod costa duo �o site condl del, naary of trusses, 9. Price ae shown Iq pstapraPh 7 below le cubJact to change N any chanpea ere. made Iry this IeyovL A S60 per hour lee for rsNelons maybe charged by Chambers Truss, 3hle Is a PURCHASE ORDER to Chambers, Trues of the sum spread to, or N no agreement a reasoriabIs pdce. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may, be made at scheduled date of. delivery It buyer cannot accept' delivery of fabricated Wscas. The Ontlerslgned agrees to pay Chambers attorneys fee for collections In event of payment not timely made, 1-1R %per month s able ,TNsa reasonable charya will be added for all came not Id within terms. 8. Signature or inldela anywhere on this sheet constitutes agreement to all terms herein. gJ wnot derstion of Chambers Truss extending credit for this material the underslgned unconditionally guarantees payment when due of any and all Indsbtednece e Chambers Truss by any entky receiving material and the undersigned agrees to poway d to ouch Indebtedness Including shorn fees, N default In payment for materiel be made by the recipient 10. In the event of any INIgaton concerning this agreement, the items furnished hereunder or payments referred to hereinfi the. parties agree that the sole venue r any such action will be Saint Lucia County, Florida.' 11. Design responsibilities are per `National Standard And Rabbmmended Guidelines On Roo ponslbllttlee For Codshuction Using Metal Plate Connected Wood TNeeea ANSIy WTCA4-2002"" DATED SIGNED FOIZ TITLE 7Asappreaderbarmaybaybarlx rsdper"BCSI1-U'10preveflt4quygdwktge. sses 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 truases. Trussesmustbesetandbracedperdestgntopil entlijuryi%damage" Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other co'hoontrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES c��AMBERS TRUSS INC e_ 3105 oleander Avenue Fort Plerce; Florida 34982-6423 800-551-5932 Fort Pierce 772.465-2012 Fax 771 465.8711 Vero Beach 772-568-2012 Stuart '772-286-3302 ' ,••_` Q1•.". ruaaacrocrerrSS'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 approve! covers ge"era l roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their re a ivc. locati os, APProw u3 1� 92.0/93.2 MITEK 4.2 '- - DESIGN CRITERIA _ ^ Ian A, 1. p,A. County SAINT LUCIE Building Department ST 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. a Top Chord Live 20 w , y Top Chord Dead 7 4.2 L I o I Bottom Chord Live 10 Non -Concurrent w o Bottom Chord Dead 10 3 o TOTAL Load 37 7.2 �I o I Duration Factor 1.25 Wind Speed 165mph ` Top Chord C.B. Sheeting by builder. w w Bottom Chord C.B. Sheeting by builder. .N Highest Mean Height 12'-0" � Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W Cn Q �r�rcHv� rcivn i � 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT n.u.r-.—r�oau au any verau Wau V.D.=l.GlllIf10005 [SraClflQ Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11412 Scale: 1 /4 = 1' VIEWED FOR 73 total trusses, 18 different trus MI 4: RLC ACAD: RLC Review6dl,"Ap COMPLIANCE Date:11/14/16 Re§edle4jMH8COUNTY FOR BOCC WYNNE DEVELOPMENT CORP. DESCRIPTION: STERLING PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M11412 _� 0" IV