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HomeMy WebLinkAboutbuilding plansCopy ZZ Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" en( laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attac deck to trusses using attachment detail on this sheet 8'-1" T.O.B. 12" 5/8" thick light textured stucco on typical concrete block construction - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2„ H. H. Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATiON 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" .-0" = Finished Floor Ah ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1165IJ2 yr 26 gga. 5v crimp metal roofing attached to plywood deck using 49 x I.S" (typ 2)screws 30wit lbh felt underlaymenteinstalled with minx 4paside lapgra ASTM en 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_dotall on this sheet R -0" = Finished Floor Finish Columns with / 5/8" thick cut coral finished stucco bands REAR - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 - Any Changes to this plan shall be SubMItted t0 the architect 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval in writing prior t0 starting construction. (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 - R e t u r n ALL Stucco Bands into Window or D OOr, s aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 12 4 1 SLOPE 7 75/87"thick light textured stucco on typical concrete block construction ELEVA7101N1 SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11461.12 �� 26 go. 5v crimp metal roofing attached to plywood deck using #9 x LS" woo(type 2)e30wilbhfeltf underiaymenteiinstalledl with inn. -4 side lapsover and L"Mend laps fastened with corrosion resistant to 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 i 12" TERMITE TREATMENT REQUTA CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE ONTRAMOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 5/8" thick x 8"w cut coral finished stucco bands ,d,MESE PLANS AND HLL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Yr' MAY BE NECES"aART IN ORDER TO ; il COMPLY' �NTT'H &LL APPLICABLI CODES. I. .4 noa - C*? ST. LtiCtr rnil.-NT • P- ry�nx,-rr "117STry ndb'I!s'" , x 4ti.� v l DATE L O NL.ANS A:\D PERhi1"i' AIUS'[' 13E KEPT PT f7t`i J4?D 6R NO iN51'EC1lO.N WILL DE h Ea 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. infield and edges with IOd ring shank galvanized nails into truss webbing. 12" 2 ®®® , o ff E 5/8" thick x 8"w cut H. 5/8" thick x 8"w cut ®®® coral finished stucco bands coral finished stucco bands 3 3 a O 5/8" thick light textured stucco on typical concrete block construction Finished Floor - - - - - - - - - - - ---------------------- - - - - -- Gara a FTiF Floor - - - ` - - - - - - - - - - - - - - - - - - -0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete LEFT ELEVATION FRONT block construction SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method JEST apiration Date Design Pressure of Approved Tests 1,2,3 I4 FL# 11499.2 Single Hun g g Series 165 MI Windows and doors . x tlpcons WW mqq p4n�r,Latron et max om sac corner and L o.c. t area through PT Buck into solid filled CMU well maintainin min 2.5" edge distance in strict adherence to the product approval.g s + 60 psf A I6-0330.02 Overhead Garage Door g Model 824/811 9'-4" max. width W-O" max height g DAB x a" to eentteb ac ea aoi a cs mt a as he vert. using 3/6' x g' Hdt HdI 6iseve encha a et a' e.e h 1.25' de. ueahen ynh mx 4' alga datonce. Inapell treek to bunk ng iD 5ila' x 1 5ie full thread Isg acnua in a" bracket maintamng rend. l%Ig'edwhnut tsashar on rose, to ashorti adhere to product �provel 10-9-21 + 50.0/-60.0 psf B FL# 16614.1 Fiberglass Deal n Pro/ Smooth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and jamb&. + 50.0 PSF C FL# 15332.2 SlidingGlass Door Series 420 MI Windows and doors iii. x .Scone m min penetration at Max. rom each caner end I' o.c. el douala row thereafter throng PT Buck into solid filled CMU well maintaining min 2.5' edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TE ExSpii tion Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 Vertical mullion MI Windows and doors Por CMU use 12) 1/4' x 2 3/4" tapcone with min I I/q" embedment penetration into each Mull Clip. Attach mull to clip using (4) 410 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF Roof FL# 11651.12 5V Crimp Metal RoorIn g Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck uamg #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D Itgpa 2) 30 lb felt underlayment installed with min. 4 aide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails da aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ock to trusses using attachment dotal on roof plan - 108.6 PSF Siding stucco on Block Soffit FL# 12198.3 Model T4 12" Vented Vinyl Soffit Kagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using 98 x 3" wood screws at each truss. Install soffit to battens using 0.12" dia. x 1.5" lora rina sank " dia. head, +55.0/-35.0 PSF Hurricane Panels FI# ISOl6.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 1/2' O.C. along the bottom and 13" ox. at the top + 45.0 PSF Ll_have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 2" x 4" top plate) II 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base -board II II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xd" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden it Braden AIA, PA Winne Building Corp. Architects - Planners l S.E. Coconut Avenue The Grand Carlton Tel (112) 281-8258 Fax : (172) 2 81-8283 Spanish Lakes \B E-mail. bradenala comcast.net SLucie Count FloridaStuart, FL 34994 #AAC000032 g 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: 11'-0" Roof Pitch: 4.12 Internal Pressure CLiI' dent: ±0.18 Subjectability to damage from: Weathering: Negligible Termites: Vern Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.124 A.' dealgn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+O.6ion Components I Cladding Wind Pressure (NET) Roor Zone: I. +20.6/-32.6 par Roof Zone: 2. +20.6/-51.0 psf Roor Zone: 3. +20.6/-8'4.0 psf Components I Cladding Wall End Zone Width: 3'-4" Components I Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.e/-41.8 par Components I Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided yes - Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 per FLOOR LIVE LOAD: --1­6 paf FLOOR DEAD LOAD• 10 per JOB ADDRESS: Date Drawn Revisions : 3-1-16 10-18-16 Product GARAGE Drawn by: Approval revision LEFT c.c.u.-�-Il Checked by: Plan Review Revisions D.R.S. w I ITCH 0 = Roof Zone I Walla Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Sheet 1_ OF 6 Comm # 12-2� FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE I/4" = 1'-O" N.T.S. 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 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/e°t 5o ksi Steel plate) a minimum 1,400 P.S.I. fiber stress. ` 4. No dissimilar metals to touch. 22" 2%," 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2 ALL Concrete used for vertical filled cells, Cont. tie beams etc., to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix X3/e" 2y2' 6. Drywall at ceilings shall be leveled and attached to bottom ciord 4' of trusses with screws per FBC R102.3.5. ° ° 2rz 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished Wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 21/2" 2% handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.L 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened malls materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 AO, C1002, C10,414:1171, CII18, C1218, C1395, or C1396 and shall be Installed according to the following. (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. of fasteners spacing Nall sizing options for Installation of drywall Into Spacing Maximum w" framingmembers Nails Screws x min. tood 2_ ickness 13ga 1 3/8" long with 19/64" head Ceiling Perpendicular 24" 7" 12" 0.098" die Baer x 1 1/4" long annular -ringed or Sd cooler nail /2 OR Wails Either 16" 8' 16" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 1 S/8" with 9/32' head. Ceiling Perpendicular 24" T' 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or did cooler nail e Walls Either 141,8" I6" 0.092" dia.R 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1 I/8" with 19/64" head. Masonry Beam I I/2" penetration Install SGD thru buck into p 01O block with rati tap -con with on at 6" o.c, max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a 2prc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR CII-18 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. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 With an accompanylng smoke developed index not to exceed 450 when tested in accordance with 4STM E 84. Insulation shall comply with F.B.C. R31L. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" d wooscrews with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.2S" ring shank malls ?paced 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 \ Simpson HETA 20 or equal hurricane anchor at each truss 12 With (10) IOd x I in nails F_ ( 24" o.c.) supportrting Max. 4 181olbs. uplift Aluminum Drip Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vimgl soffit installed using 1/8" dia shank x 1.5" long galv. roofing nails with 3/8" dia. head per product approval - we chart sheet al 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap - at each filled cell Grade Wood Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord or trusses /2" drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cant. in each row. Substitute precast lintel filled with concrete and (l) #5 bar Cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at IC o.c, with R4.1 FI-foil insulation on typical 8" Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. M Mortar to be Type 'M" only proportioned per FBC R6o1.1 and Mortar Jonts shall comply with FBC RLOl.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (D #5 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill "^ hill lliiil - 14" x 14" Concrete footing 14" with (2) #5 bars Cont. and #5 T Y F f C A L SECTION transverse bare at 48" o.c. Scale : 1/2" = 1'-0" 0Munal fixed door sliding door �1��'. �r fi I I/2„ Bottom Track Sill Sliding Door Detail At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1-44� sq. ft. Front Porch = 141 sq. Ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2" VTR JiL I I I 21' VTR Masterr� J;L Bath 1 Lev. I 2 Lev. I 4- 1 2' VTR W.C. , JL I I r I Sher. 3" I Kit. Sink I I Kitchen 2' I I I Lay. 3' W.C. Bath #2 Sher. 3" 2' C.O. )(To septic PLUMBING RISER 1" x 6" P.T. Buck nailed to Oi block with case hardened nails ry prior to door attachment \ Masonry Wall al Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6' o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE 1. 4'-5%"x 5'-3%s" 54%,'X 631/4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %s" -15" x 63 i4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21l%2"x 38%" Single Hung ZONE 4 4. 4'-5%a'x 4'-2/a" 54%a"x 543'a" 1 Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit Info box on sheet l ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X l'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X C-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x el %;' d°:� wt°° Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -BI-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-4" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures Stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor J_ 34'-O" 12" 8'-6" 12" File Ca 2, EE EO EE 0E E EGRESS E 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert, tied Into lintels above O ° Covered Porch o - 12'-8" O O N 00 O O° O OI LOJIL-11 MASTER © 1 ° �Um BEDROB 8'-O" to 8" A.F.F. I arcM wa 8'-0" A.F.F.A Vaulte Ceiling Ln LL E �% Flat Ceiling GREAT o ROM n I I E E Rod t hell 1 I H B _ I <r Vanity to e w 1 l =n 34 Y2„big 1 N 1 ry n C L OLn E t E) a 2" x 6" knew; -wall e'-O" to 9'-8" A.F.F. O W below rr r I counter top I Vaulted Ceding I I DiNING O a._ _ LINEN - J CABINE Rod t Shelf ell Q w m © `--- o, /�-� �\� A T H �� 1 IL E o Vanity to be O 1 I 34Y2"high o 9y4 3/4u O 11'-0 High Wall m KITCHEN �3 Vanl Dryer through wall 00 iv O 1-1/2" - - I _ _ J 8'-O" A.F.F- Uver-fiang - Flat Ceiling. dO ° o Upper cabinet to 2" filler 1 extend over Ref. Ln Rno I E BATH O ianing NW Wnl O Rod t Shelf O an R-11 Batts nrdetic ------4"(0 1 E E El a- Steel Ballard See detail on tb,L-s)y�e< - I i 17"I m cal jit 22" x 54' I O Provide auto Attic Aaceaa O cwv closer L with light I E _ _ JJ E 22" Q _ 8'-O" A.F.F. N Meter 150 Am Flat Ceding p 4'" o Panel o of © `" SECOND �� d m GARAGE E RGEN Y BEDROOM E EGRES If N '-4" m O A.F.F. EE MT EE Flat Ceiling Q E s; O E O rEGRESS r Block wall in ° E I garsge to be I - E E E aoE ° struck block I - O I COVERED 12" x 12" concrete column block filled IORC with con rete and (2) 1 bars Vert. tie - I I into lintels bove in O I I O I ° ° o 3'-5" 2'-B" 2'-8" 4' 2" 34'-O" Install windows thru buck into block with SAC' tap -con with 1 1/2" penetration at 4" o.c. max. from each corner and 20." o.c. max thereafter at Jambs and 20" o.c. max. Exterior face at head and aid per product approval of wall / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails D e t a l l at w I n d OW S prior to window attachment Braden t Braden AIA, FA Architects - Planners j-411 S.E. Coconut Avenue B a , a #AACO00032 • NTS Winne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Exterior face Of wall - \ INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Date Drawn : Revisions : 3-1-I4 10-18-IL Product GARAGE Drawn by: Approval revision LEFT 3-I5-11 C.C.U. 4-4-I1 plan review Checked bg: D.R.S. Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door PY A la crews thru Jamb into buck '14 eacn ninge and 15" o.c. max and prior to door attachment NTS Sheet 2. OF 6 Comm 4 12-2� 34'-0" 2 3 4 O n ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS POISON SOIL AND COVER W/ 6 MiL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MiNIMUM. FiBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MiNIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE is. ATTENTION OF THE ARCHITECT. 16. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17. FOLADA710N f'LAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, 6 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MiNIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER iN CONTACT WiTH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, FASTENERS TO HAVE MiN. G185 RATING. 1. Ang changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. 3011 conditions assumed to be 2500 psf. Should ang other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and I #5 bar vert. at 48" O.C. max. Provlde (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-6" to 91-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang other condition used. Foundation walls Shall have filled cells at 24" o.c. unless Otherwise noted (see Section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. q. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. SCALE: 1/4" = I'—O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 45 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one 45 bar continuous 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE Vx6" #10/10 WWM on 10 mil Visqueen over ;;, r clean compacted termite treated fill m = — —III ( III IIII_ '' 14"w x 14"d concrete monolithic PORCH SLAB EDGE DETAIL footing with (2) #5 bars cost. SCALE 1/21' = I'-O" 14" #5 bar vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE I/2" I'- = O" at each filled cell kA=r- TYair-ei 4" concrete slab with fibermesh OR Adjust curb height a� 6 x6 410/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. Cx6" #10/10 WWM on 10 mil Visqueen over #5 bar cunt. #5 bar in curb clean compacted termite treated fill Step per O'-O" e F.F. o foundation plan Grade R r —_— —I C 101, (2) #5 bars cont. bottom steel A"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 12" 14" if 2 DETAIL AT GARAGE STEPDOLUN SCALE I/2" = I'-o" GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" = 1'-0" block filled with concrete and (2) #1 bars vert. tied into lintels above Verrfg house slab height in field Top of Tooter + '; 16" below finished flo r—�,_.:.,' � 1 _ - 30"x30"xl6" concrete column rooting with (4) 211 x 6" PT wood secured with I #5 bars each way 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood —I jamb per manufacturer's product approval 30" Garage Door Jamb Detail COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41, SEE PRODUCT SCALE 1/2" = I'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 201-01, 0 0 0 o I i o 0 _a. _.. _i_i. _ _i_ ° ! r-- — — — —-------- --- 1I° II FI -- —— ° iI--�t J J I Filled cell under I p I FI girder above I 24" I o Rear Patio/slab N I 17, J to be poured separate from F4 i a _ the house slab. Q rn Thicken footing to 24% x 14"d x ZVI_ I FI under filled cell O a I under girder bearing. L— — — — — — — — — — — — — — — — -I ° U U c I Rear Patio/Slab to OD av q be flush with bottom or I sliding door recess. I , ° I-= I Slope 1/2" I F_ � I I I;- I' - I ' F— I I to o ° 32'-8" H.B. I I I� 4' concrete slab with fiber nesh OR I 6 x6 #10/10 WWM on 6 mli V squeen over , clean compacted termite tr ated fill I I I I -i�i;.- V I h • I I CN I i FI o ° ° ° H.B. 41_OII I� 1 o or- �------ - —I" W.H. I I A/c 'r #1 I 40 Steel Ballard FI filled w/ Concrete 0 IF E C�i I I I n av _N E +' I I E o I °o _i IE I a7 a \ °I � a I \ n °u I \ FI oil F51 `—_ u�c _ _ _ _—_—_ _— ° 1 + r t + r I F5 ° ° I I I I I I o il ° I �Xu (L LU I , o I 1 J ° L — F5 Recess for — — — �/p�q7 rl l Garage I7ioor--------- ° °I -A IV F F 3'-5" 9'-O" 3'-5° 6'-2" II'-611 with concrete and (2) #1 barsvvert. tigsi into lintels above A b 4 FOOTING SCHEDULE Mark Size Description Pl 14"W x 14"0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 12"0 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 1611D COLUMN FOOTING WITH (4) #5 BARS EACH WAY P 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5t With With x 1 Curb a at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" ROOF: SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = ed ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pre agure nZone I 6" 6" Bid ring shank '45 psf Zone 2 /" 6" Sd ring shank 16 PSf Zone 3 4" 4" Sd ring shank 84 psf ** Zone 3a 6" 6" 98 wood screw 112.5 psf. ** Use nails or screws based on pres§ure for roof stated in permit info box on these plans for zone 3 1. Verfy with Plan Concrete 12'1 12" /Lintel ------- Column Block ewe®se saene�a-�r� a�asa®e v#� Rebar Rebar 48 Bar Dia. Min. Overlap C olumn to L Intel 4 ttachm&nt Provide U5 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel Into continuous beam block steel. Pravda Cast -Crete BUS-DB/OT precast - --- -- -- lintel set in mortar _ Min. V Bearing - --- --- Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck .ached per jamb mile Into filled c 4" Pre -cast Sill t Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinp to vort. leg of truss with IOd x 1.5' nails at 4" o.c. <r Install Simpson MGT into wall Yusingg '4 5/8' dia. threaded rod set min. 12" \ into wet beam and (22) 104 nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8' thick light 'extured stucco installed per ASTM C 92; over ASTM D type 2 paper backed wire lath nailed substrate through one layer of BEA�l SCHEDULE 2 ASTM D Type felt paper using 8d nails. Substrate to be 19/32' CD< Plywood nailed at 6" field o.c. in and edges with la nag shank Walla into studs. ark Size and Description Gulf Coast Suppl, and MFG 5v Crimp Metal roofing FL #11651.12 Two rows of beam block filled with concrete and I #5 bar 26 Ia. 5v crimp ietal roofing attached to plywood deck using #9 x 1.5" BI continuous In each row. Fi00k Vert. bar over to bar with p wo screws with self seeing washer at 12" o.c. max spacing over A57M D (type 2) 30 lb pit underlayment installed with min. 4' side laps and 6" end a 455 90 bend bar with a 10" min. lap at top bar. laps fastened wit( corrosion resistant tin caps and with 1.25" ring shank nails at spaced 6 o.c. stall laps and two staggered rows 12" o.c. in field. Attach deck to trusses sing attachment on this sheet Additional Precast Lintel tt5 bars 1CLEAR Lintel Length Bar Length Clear Span +rA++ Bars "B" Bars '-6" 2,#3 T-10" 2'-8" none 3'-6" 3'-4" 2'-2" 2,43 none 8P8-OBAT 8F8-IBAT BFB-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,#3 none #5 bars CLEAR %' ''.i . +: ')` 4'-6" 4'-4" 3'-2" 2,$t3 none ne Row of "H" r'' Block Above 5'-4" 5'-2" 4'-D" 2,#3 none 2.#4 none Precast Lintel f Additional i 6'-4" 5'-4" 2.#4 none T-O" 6'-2" 2 x5 none BPIL-IBAT SPI6-11I 1'-10" 1'-0" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel-1.5" 2. min. bearing required w ea. snd=8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crate Specification Rows of "H" Block Above Bottom Steel 81W Top steel size Max. Grai Load (PLP) Max uphPt Load (PLF) Max. Lateral Load (I"i L22 2'-2" V-L" BFB-OBAT I tt5 30E9 1564 1024 L31 T-0 "I BF8-OB/IT 1 #5 2561 1363 163 L45 4'-5" 1 BFB-OBAT 1 #5 1105 1 401 334 L50 5'-0" V-V 8P8-OB/IT 1 #5 1238 1 835 121 L60 4'-8" T-L' 8F8-OBAT 1 #5 1011 1 121 534 LBO e'-0" T-4' 8F8-IB/2T 1 #5 2 #5 152 1 591 512 L90 T-O" 10'-6" 8fa IB/2T 1 #5 2 #5 (.43 1 530 4ol L908 T-ON 10'-6" BFI6-I8/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-q" BFe-IB/2T 1 #5 2 #5 582 194 452 LIOOB 10'-O" II'-4" BFI6-I13/2"r I ONE 1 #5 1 2 #5 1366 1028 452 L120 12'-0" 13'-4" 8P8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" BFI6-I8/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O" 15'-4" BFIL-113/2T ONE 1 #5 2 #5 1250 409 1 259 LILO IL'-O" IT-4" BPS-IB/2T 1 #5 2 tt5 300 192 1 194 L160B IL'-O" 1 IT-4" BFI6-I19/2T ONE 1 #5 2 95 950 SOO 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE, - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE- - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE- LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with 110) IOd x 1 1/2' Walls — 1 24" o.c.) suppporting Max. 181068. upllft Aluminum Drip Edge t Fascia 12" 2" x L" Sub-Fasci usinigic1/8'gda shankvx 1.5' longl9 lv. roofinged nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars Vert. tiad� into hntets above thicken edge to 8'x8" with concrete and one #5 bar continuous BEYOND Top of footer IV below finished floor Zuk 4 1/2' horizontal wood into vertical w Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d ds at each web on 3/8" hI lath ntal and vertical wood Ir staples to provide 4" penetration into Ming and 3/4' penetration framing members C crate Anchors Per Poured Concrete or Ma uracturers Sp Iace concrete block wall -/ ,I/q"Max. Aluminum Panel Sizes per manufacturer - See Typical Stud Detail v 1/8" x 3/3iV Wing Nut w/ I v appropriate washer and spacing I u `m per manurecturer'e Details o-"" wia.. ti 3 .ocs• r o I m .os1^ rn N o I � � �(13 9 N W I I I I .leis• � +D Stud D2 tail Poured Concrete or NTs concrete block wall \ Stud w/ Die Cast Zinc \S a Nickel Plated Wing Nut U vx o Z Concrete Anchors Per g. w) Manufacturers Specs a E Flush Mounted Shutter Detall j5�' L nts 5/8' thick light textured stucco on typical concrete block construction Varies - see plat; 45 bar Vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Wood B ase Step per foundation plan Slope per foundation plan 'r —II I II I llll llll ... IIII —.- 7 Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) Brace Gable end with 2" x 4" SY' 1I back Walled t or top chords wail nails at each true \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish a Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" dr wall over I" x furringg strips at IV o.c. with R4.1 frfod insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R6011 and Mortar joints shall comply with FBC R401.2,1. Provide Cur-O-Rock at all wet areas (ex. showers, tubs etc...) Strap 5/8' truss to wall dia. threaded using Simpson MGT with rod with min 12" embedment Simpson HETA 20 into beam either wet set or in epoxy with hurricane anchor at each truss (22) truss IOd leg nails into per detail truss. Add blocking to on this sheet I ( 24 o.c.) C-H—ETA 20 1810 supporting Max. ika ilt1llrwt LLO L90 L40 BI BI BI 0 •' N - BI L90 ` BI N LLo W Q LU 12 =3 � B 1145 c: I U u 12„ Lo 2 IW � LO BI L I I W I- U 0) L r� E A a ; L31 BI ZI) L45 -. 01 0 y W�-0 -- i el < _ Q I Gulf Coast Su 1 and MFG 5v Crim Metal roorinq FL #11651.12 O woo screws with s (type 2) 30 Ib fel lr sealing washer at 12" o.c. max Spacing over ASTM D underlayment installed with 4p laps 2 le s fastened with min. aide and L" end orrosion resistant tin ca s and with 1.25' ringshank nail g attachment detai on this sheet eck to trusses usi A BI 1 ttic castes SLOPE with light J l #2 min. o bottom I I 8'-0" MAX. L T o ed I BI ) P IN 1 ig (2) IOd 0 1 (2) RU SE I s I Z 1 IC — I 12' I O L31 BI I I i1a, I I 1 I 1 I 1 I I I I 1 BI T � L45 BI N E31 r \ BI Q InN � w ,, 2 O Imps H TA LSO F BI tries e al, chor t e truss t - �e J ( 2 orti x .. _ B1 BI tr 1}}8��11Ic Ibsp uplift ft in L90B Bi LLO Abor 0 FIII cell with concrete and O * 1 (U #5 bar Vert. (typicaU. Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" #10/10 WWM on L mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE =1 11=1 1= I—IIII=I 111IIII-IIII—I III IIII " III— l — I—IIII—IIII IIII—I IIII—i i=i=i =11 I 1I- IIII-IIII=II . —� II I 14 F1 T�plcal Section at Front Fora Scale 1/2" = I'-O" Braden t Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 287-8283 E-mail: bradenaia5comcast.net Stuart, FL 34996 UAAC000032 File copy u N N x L 10 O�rn N � L r� m RLUI a L d (a U ILO 0 a Q 00 E_ E In ra 4- ra LN L ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Date Drawn Revisions LUunne Building Corp. Sheet Comm 9 3-1-16 10-18-16 Product GARAGE Drawn by: Approval revision The Grand Carlton 44 n LEFT C.C.U. --11 plan review 12 - 2 � S anish Lakes Checked by. S . Lucie County Florida D.R.B. OF 6 PANEL "A" Poles BR Load Wire Description girt# arc# Description Wire koad BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 $•5 kw 30 2 3 4 2 30 4.5 kw st10 40 gal. water HTR 5 4 Ran a U 12.0 kw 50 2 l a 1 20 I.6 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher 912 1.2 kw 20 I 1 20 1.5 kw #12 Microwave is it. Refrigerator #12 1-2 kw 20 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 I 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts tt12 20 I 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 I 1 20 IA kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 27 28 Recepts #12 20 I 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts tt12 20 I 1 20 - #12 General Lighting 33 34 Exterior GFCI 412 - 20 1 I 20 #12 General Lighting 35 36 Bathroom GFI #12 - 20 1 1 20 912 smoke Detectors 3'f 38 General Lighting #12 20 I I 20 - #12 Bathroom GFI 39 40 General Lighting #12 20 1 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watt@ Total(Watts) General Lighting l3, _watts, sq, ftJ S,maIL,A,ppllance. Circult(s).. .............. ................. Range ........... ............................... Refrigerator.................................................. Microwave Dish Washer ................................................ ..... Clothes Washer Clothes, .Dryer ................................................ Water Heater Water Pump .................... .. ..... ............ _ ...... 1135 3 5.205 2 1,500 3,000 1 12.0(:;l0 12,000 I 1.200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 4.50 1.800 5,000 1 4,500 I 1,800 1 810 810 Total Watts 31-415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 ®40% 1 O 10,9GL Electric Heat or A/C 10,000 945% 1 10,060 10,000 Calculated Load Watts 30.964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps! Electrical S mbol L�gnd S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted LeghE Special Receptacle O- wall Mounted Light =E) Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer ConnectloM Jack Fe-m-1 Carbon Monoxide Detector 4 b. Flood Light Q Thermostat m Electrical Panel © Central Vac rc::� Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack AC Dec A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light saxR Speaker Hook -Up i❑ Intercom ®= JUNCTION BOX TO SUPPORT A FAN Electric Notes: Ven thru ___ Soff AiC Meter 113 CFM IOxIOX4 1"1,ASTER BEDROOM 143 CFM IOxIOX4 12x12x9 B/A I� G ----- ------ 4 I ° 12x12x9 B/A CLOSE ENO 150 Amp Panel - ,. ¢--- i \0 r 22" x 54"� I Attic Access 1 with light -____J GARAGE = r-----------------� I I I I I I I I I I I I I I I I I I I I I I I M F. C �/4 N I C A L L/4YOUT SCALE: I/4" = I'-O" I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 10. A/C Refrigerant lines that are run thru slabs must be Sleeved in PVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14, All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16_ Contractor shall guarantee all materials and Workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. ll. It is rot the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all itens for a complete electrical system and provide all the requirements necessary for the equipment to be placed in prope working order. 18. All aork shall be done in accordance with the N.E.C. and shall lomply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grourded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labeli where applicable. 21, All equipment and panel sizes shall be verified before orderng. The contractor shall provide circuit routings to suit the Job conditions. 22. Furrish and install all fixtures as called for on the plans or as selected bg others. 23. Al'. raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the large,t conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conlult. 25, Drter Vents to be installed per FBC RM1502 ILo PATIO/SLAB I GrtR IAT ROOM I I I Center Registers 149 CFM on ceding fan 169 CFM IOxIOx 1 IOxlOx1 DINiNGrt ROOM ATM, 232 CFM 12xLxl �\ SECOND r BEDROOM 1 1 12xl2xs �1 B/A = Balanced Air COVERED PORCH O= THERMOSTAT LOCATION A/C disc. 15o #2/0 Aluminum feed AMP MCB I i/a' Conduit PANEL 2" PVC ( FPL 2" rigid service FPL I Bare ttd coppab wire to #5 cont. re ar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. _ Vent _t_hru_ Soffit Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (772) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 349% UAAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WF GF Install oulet under disc_ not shoran I clarity cL-VTR C.%L FL iN C 2309 Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit W}nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida GARAGE LEFT PATIO/SLAB SCALE: 1/4" = 1'-0" Date Drawn 3-�-14 Drawn by: C.C.U. Checked by: D.R.B. Post Light with / o Photo cell I Revisions 10-18-19 Product Approval revision 4-4-11 plan review File Copy H.B. Exhaust Duct -rhru Soffit Wire For Front Post Light Sheet I Comm it E - I I i2-2� OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A n DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less A 60 degrees or less t— 1,2 - s lag Line span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is on example, your truss may not match. isist crane operator sets truss this way. 30' to 60' Span SDreader Bar h'a9 �,_Approx 2/3 to_� Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an 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 AIR HANDLER NOTE 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 HANGER —. ------ ._,. - _ Oarrying Girder �- For Truss to Truss Connections see hanger/connector Nails meat be as shown. Guide tabs o schedule in engineering Dome as nails. package. Carried Truss SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR io 12 4.00 r— upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 r—_ 12 Y 2.00 8� 1• Be upset--1/4. heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH ii Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT > FABRICATION AGREEMENT' a us t5 CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED a RETURNED s lapel desaiption of the properly where the Wuen will be Installed Is: ' Trtmsas will to made In smd accordance with this truss piaconent diagram layout. Is the sole outhoft for determining successful fabrication ee of the intss. AA dimensions In thla leydut have been verfAed by the undersigned. Unless written notice b provided by certified mall to Chambers Truss within ten (to) e of delivery the undersigned agrees that no ba wherges.wa be allowed. In the evant t written notice Is furnished Charnbere Tnns shall have three (3) bugglynteas days In whldt egln repels required. or to substitute other trusses, at Chambers opti7ilt, �'DeAvery Is ho lgro J,ob a /s vie tiuymY reeponclblllry to maof ke the Job sit:,, 6l for (ery. Chambers Truss has the $le auNorlty to determina the suitability of the Job site of a ion of Ihs Job sloe for delivery. Chambers Trues w l be responsible for dump delhrery Doty. .Cryan la responsible for additional delivery exponsa8 If Chamber Truss has to redeliver luxe Job atie Is not prepared for delivery or buyer Is not prepared for delivery of trusses. bls responsible to Chambers Trues for toeing cost, due to site conditions ' TEilcs as shown In peragreph 7 below Is subject to drupe If arty changes are, made In Isyctd. A S60 per hotofee fdr nwholons maybe charged by Chambers Tntss. ' ' la b a PURCHASE ORDER to Chambers. Truss of the sum agreed to, or If nt4. ant a reaeoriable price. Invoice will be made on delivery and paid within terns of not ielbrery, Invoice may be made at scheduled date bf delivery N buyer cannot accept ary'of fabricated trusses. The undersigned agrees to pay Chanibem.Truss reasonable riay's fee for aolleeliene In event of payment not timely made, 1-12 % per month sepAce ge will be added for all sums not paid within tems. Signature or Inrialsanywhere on this sheet Constitutes agreement to all terns healn. In consideration of Chambers Truss extending Credit for this material the undersigned uldltlonally guarantees payment when due of any and all Indebtedness owed to nbom Truss by any entity receiving material and the undersigned agrees to pay such godness Including attorneys fees, if defauh In payment for material be made by the dent in the event of airy AAgetion concerning this agreement, the items luml'shed hereunder . rymeMe referred to hereinthe parties ogres that the We venue for any such action will alnl Laid: Ccun Florida.' Design responsibilities are par -National Standard And Recommended Guidelines On wnelbilftles For Construction Using Metal Plate Connected Wood Trusses VTPUWTCA 4-2002- mn r :..Xdpleaderbarmaybe legylted per"BC511-03"lopleverrt6lJlay&tiam�a. • 111161tiple ply trusses must be fastened together per engineering l afore they are set failure to do so can resultin roof Collapse.' Y146:1orary and permanent bracing are required and can save life ?and property and Is the responslblllty of the truss erector. $°t idy the contents of the Inforn;Zlon packet Included on delivery before setting trusses. i :yTnrsses mtmtbeaetand braced p1deslpn to PdWwyS Trusses must be set plumb and square 'Do riot bet bunks or stack of plywood, roofing material or any .ether ei.heentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT ii.. .,USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES r CHAMBERS TRUSS ING ��atll 3105 Oleander Avenue Fort Plercei Florida 349824423 800-551-5932 1" 11II6 pterce 772.485.2012 Fax 772-465.8711 �'-�@ro'Beach 772-569-2012 Stuart • 772-266.3302 I..', Wa631ta!CHAMBERSTRUSS.COM rr' Tho-A• �d's Or -Architect's fepresenfayrve 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 gra ty and uplift loads and their realiv locatfo Approved By:_ / Date: _ Braden 8. Braden A.I.A. P.A. 92.0/93.2 MIIEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0. °; Loading in PSF Roof R.D.L. R to � Top Chord Live 20 Top Chord Dead 7 4.2 wlo_ o I Bottom Chord Live 10 Non -Concurrent c — Bottom Chord Dead 10 3 aI I TOTAL Load 37 7.2 Duration Factor 1.25 m ` o. Wind Speed 165mph Top Chord C.B. Sheeting by builder. y24Bottom 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 2014 GARAGE RIGHT � 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By:x1c 10171.f— Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE '7 011 M 11323 I g 3 6,%irG A& tASas