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HomeMy WebLinkAboutAPPROVED Plans - Windsor - Left Rear - Impact(1)Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting at t s%�l,mant elmmrs%m nr% r^^F nlAr% 5/8" thick light textured 12 stucco on typical concrete 4 1 SLOPE block construction 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands Truss mfg to pprovide level - LEFT ELEVATION return to be I" short of wall Aluminum Drip Edge t Fascia 2" x 4" Sub Fascia " Kaycan full o vent vingl soffit installed 12 per product approval form on sheet I. TYPICAL SOFFIT DETAIL Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 12 SLOPE 14 PER 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION I" x -f" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing Metal roofing and underlayment intstalled per Product Approval N T S as shown on sheet I over COX decking - see roof sheeting / attachment diagram on roof plan. 12 I BEA ING 4 SLOPE / 0'-0" = Finished Floor 5/8" thick light textured ' stucco on t9Plcal concrete block construction RIGHT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows E Skglights Opening NOA/FL Product Model u Manufacturer Glass Attachment method TEST Expiration Design Pressure Type NUMBER Date of AgPP roved Tests 1,2,3 FLU 239.4 Single Hun g g SH-1100A PGT 5/16" 1/4" dia. tapcons w/ min. 13/8" penetration to be spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PS t4 Impact min. edge distances specifled in Product approval A FLU 15311.1 Overhead Model 82'I/811 18'-2" max. width DAB uc to concrete oc wit i i e ce wit/� u5 bar vert.using 3/8' x V Hdti HLC Sleeve anchors at 8' oc. h 1.25" din. washers withinn. 4'ededistance.Install track to buck +50.0/-60.0 PSF Gars a Door 16'-O" max het lit g DOOr COm an Installx ng fU 5/IL' x 15/8° full thrsad lag screws in each bracket naintamngg inn. of 1.5' edge distance - GC to strictly adhere to product approval ovlde/IG' nut wa er on idler artsSmooth B FL4 15213.1 Fiberglass Plast-Pro 4" dia, tapcon with min 1.25" embedment at 4" max rom corners and 14.5" o.c. max. thereafter in jambs. +65.0/-10.0 Fiberglass C FLU 251.4 SlidingGlass Series 110 SGD PGT I" nom 1/4" dia. tapcons w/ min. 13/4" penetration to be spaced per product approval. Contractor shall adhere to + 60.0 PSF Door Type G5A min. 2 1/2" edge distances specif led in Product approval - Product NOA/FL Model u Manufacturer Attachment Method TEST Design Pressure NUMBER Date of Approved Tests For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors 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 F L 4 33818.2 5V Crim p Gulf Coast Supply 26�ga. 5v crimp metal roofing attached to I wood deck using 49-15 x 1.5" HWFi wood screws with self sealing washer a� 2" o.c. max spacing�er System Roof Zone 1/2E/2R: Metal Roofing and manufacturin g no. 5V-Type I for max ppressure -94.25 psf. Install per system V type 2 for max. pressure of -131.0 psf. Fasteners shall be installed through underlay- ment and attached to/through ppI woper sheeting attachment detail on roof - g4.25 PSF 2N/3/3E/3R:od plan. Plywood to be 19/32 C8X. -131.0 PSF Underlay FLU 20816.1 DuPont Protec 160 DuPont Install two layers of Tgvek horizontallg in shingle style fashion using 4" and b" overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along Tgvek course and end laps an a single row 24" o.c. along middle line of the field I.A.W. the product approval installation instructions. Stagger top layer using 24" undercourse strip parallel to cave edge and cover with full sheet. Overlap successive sheets bg 24" I.A.W. product approval installation instructicns. Siding Stucco on Block Soffit FLU 16503.1 12„ Trlpple 4 Full-O-Vent Single Kaycan LTD Install using " x T battens attached to wall using 3/14" dia. with I" min. embedment into wall. Attach Soffit channel to wall using 55.6 PSF 0.097 dia. x 1.5" T-nails at 12" o.c. per detail C in P.A. Install X ± SPAN VINYL S�FFI channel to bottom of fascia using staples into soffit and same T-nails at hem and in valle s ber detail A in P.A. ( roduct a royal) I have reviewed the above and approved it by mg seal below. ( Architect or Engineer of Record ) 12" .H. 5/8" thick x 8"w cut' coral finished stucco bands SCALE: 1/4" = 1'-0' 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. �a► 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" dr9wall on 2" x 'I" studs at IC o.c. -f" concrete slab with fibermesh OR 6 x(.410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill base -board 2" x 4" P.T. bottom plate Interior Non -Searing Fartltlon nts ELEVATION NOTES: - RETURN ALL STUCCO BANDS TO WINDOW OR DOOR. FRONT ELEVATION 8'-1" BEARING Kjh IV 12 SCALE: 1/4" = 1'-0" w o� QC 0 E 03 .. IL co _ O � � I v I W cy -0 D a E: 0 I a Q Q Z Q fn W Z Z 9 • • -. .. Ili, pq PERMITTING INFORMATION (FORM 100) I. 3E 2N R 2R 2N Florida Building Code Residential: 1TH Edition and ASCE 1-16 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Speed: 145 mph ultimate Mean Roof Height: '-8-8" Roof Pitch: 4:12 11°-20°) 2E II _ 3E I Internal Pressure Coefficient: i�cient: ± 0.18 3E -- Subjectabihty to damage from: Weathering: Negligible Termites: Veru Heavu 2L E 5 Width of Roof End Zone: 4'-0" 3R •¢ 3E 4 Wind Exposure Classification: C Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL 5 Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.6 = 0.4 applied below GABLE1ROOF 8.12 OPITCHM a GABLE ROOF Components t Cladding Wind Pressure: Zone:2E +I5.0/-39.0 psf �N, Zone: 2R, 3E +15.0/-51.0 psf 2R Zone: 3R +15.0/-69.0 psf I 3 2E HIP ROOF Components t Cladding Wind Pressure: 2E 3 Zone: I +18.0/-31.0 psf 2R Zone: 2E/3E +18.0/-41.0 psf 2E Zone: 2R +18.0/-53.0 psf 1. 2R 3 Components t Cladding Wall End Zone Width: 3'-0" LLLI 2E 5 3 WALL Components t Cladding Wind Pressure: Zone 4: + psf P 9 23.0/-25.0 Zone 5: +23.0/-31.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: 5 Zone 5: +32.0/-41.0 psf TS a i°�°PTca Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes O as Roof Zone I Are Components an Cladding Details Provided? Yes Walls Zone 4 Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X B9 Test: psi This Building Shall Have the Following: Eg= RoNoff ZONE 2E/2R APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Walls Zone 5 = RoOoff ZEonesZ3 N3E/3R ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf FLOOR LIVE LOAD: __I&L pat FLOOR DEAD LOAD: 10 sP Attic with storage: 20 sP I Roof Zone 2N ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE Digitally signed by Daniel R. Braden Date: 2021.08.19 15:01:48-04'00' D J- LI T 1F_ LLI ILL QL O 1L LLI W LL Z LLI U L� N AC W �o W� � z W 00 o � �' Ln ooM # Z cy cy N O U �1� UJ 3 m ~ � W ��ui � LL Lis.U� ILN fiQ r L- '� J SHEET NO: I, OF 5. JOB NUMBER: 15-158B r�u o��o" a0000e o � c o a0� c )M Ro o D o� Goo QR4o�� O oo� AGE 977770 O Nor FLOOR PL,4N TYPICAL NOTES: SCALE 1/4" = 1'-0" 1. Contractor to verifq ALL notes and dimensions prior to p W.H. = water Heater proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum IAOO P.S.I. fiber stress. 4. No dissimilar metals to touch. C R,4 S —i POST D E T /41 L 12" x 12" Concrete column block filled with concrete and N.T.S. (2) 41 bars vert. tied Into 36" high by 4" diameter lintels above steel crash post. Floor Flange with 4 - 3/8" expansion expansion bolts into - slab (3/8"t 5o ksi steel plate) 6 12" o S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix II Drywall at ceilings shall be leveled and attached to bottom chord o 0 1,3/8" 2'2" of trusses with screws per FBC R-102.3.5. -1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 2,2„ o 0 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 handicap accessibility requirements. 2,2-" 2,," 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 1.4. Door between garage and residence shall be 1-3/4"t 20 min. rated door 15. wall and Ceiling shall have a flame —spread classification of not greater than 200 per FBC R302.9.1 I�. wall and ceiling finishes shall have a smoke —developed index of not greater than �f50 per FBC R302.9.2 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply With F.B.C. R31� — see permit info box of code edition 18. G psum board material shall conform to ASTM C3i, C-19, C415, C514, C630, C931 CffiI C1002, C104-1,Cll-1-1, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizing op dons for g dr Spacing installation of wall into Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" -11, 12„ 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long II �2 annular -ringed or 5d cooler nail OR Walls Either I6 „ 8II 16 0.080" dia. xx 1 5/8" long with Direction 15/64 head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" -11, 12„ 13ga 1 5/8" long with 19/64" head 0.098" diameter x 13/8" long annular -ringed or 6d cooler nail 8 OR Walls Either I611 81, 0.092" dia. xx 1 -1/8" long with Direction 1/4 head OR Gypsum board nail 0.0915" dia. x I 1/8" with 19/64" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A13�.1 and A13-1.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1118 and installe I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ,ASTM E 8-4. Insulation shall comply with F.B.C. R31> . Install doors thru buck into block using tapcons as stated INSTALL VULKEM BLOCK SEALANT Install windows thru buck into in product approval form on sheet I. block using tapcons as stated Exterior face Buck to be Z' x 6" PT ON ALL JAMB, HEADER, AND Exterior face in product approval form on sheet I. of wall SILL BLOCK PRIOR TO BUCK of wall cries INSTALLATION Varies See product approval for I"x4" P.T. Buck nailed to Inge screw into wall req. block with case hardened nails 3 prior to window attachment Detail a t Door Detail a t w l n d OW S Metal roofing and underiagment intstalled per Product Approval NTS window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5ig"x 5'-3 ie" 54is"x L3i," Single Hung ZONE 4 2. t,'-gig"x V-3 i8" 15" x L3 i," Single Hung ZONE 4 3. '-2" x 3'-2 1/2" 1 21iz'x 38%" Single Hung ZONE 4 4. 4'-Sig"x 4'-tie" 54i."x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction D oor Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X C-8" 41 i,"x 83%" Fiberglass Panel - Inswing ZONE 4 C C-O" X C-8" -14" x 81 �2" r' a =°'Sliding Glass Door ZONE 4 D 2'-O" X L'-8" Solid Core - Wood - L-Panel -&-Fold Finished 24" x 81 i2" E X-L" X C-8" Solid Core - Wood - L-Panel F 5'-O" X C-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x C-8" x I i," Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage H X-8" X C-8" Solid Core - Wood - L-Panel J X-L" X C-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet :41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Recess top plate (Vw x 3/8"d for steel support angle see detail on this sheet Steel countertop support angle Install 6" from each end and - one in center of counter. see angle detail 1/2" drywall Counter top - verifg type with contractor Base cabinet 2" x 8" wood studs at 14" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL 12" Verify attachment hole location with GC prior to fabrication 3/8" thick 6„ steel bracket V COUNTER TOP BRACKET DETAIL a � MASTER ^' 2" I `2 I BATH I KITCHEN LAY-1 ` 2' AAY LAUNDRY I I I LAY-1 I 2„ 2AL 2 I 3 1 I I I I I I 11 LAV-1 I 2" 2" LAV-1 �" 2„ 2" T' 2„ SH11IR-1 3" 2„ we -I 2" J1 BATH #2 3" C.O. 3" SANITARY RISER nts to septic/ sewer system NTS as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails 12 ( 24" o.c.) supporting Max. 4 PRE-ENGINEERED TRUSSES 18101bs, uplift at 24"o.c. TYPICAL Truss mfg to provide level (shop drawings bg manufacturer) return to be 1" short of wall Aluminum Drip Edge t Fascia R-30 blown fiberglass 2" x 4" Sub -Fascia V-1/2" in bottom chord of trusses 12" drywall with smooth finish Kagcan full o vent vinyl soffit installed per product approval form on sheet I. Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 I" x 4" nailer attached to bar cont. for bottom row over openings level return with (2) 8d ring shank nails with min. 1.5" 1/2" drywall over I" x furring penetration into soffit framing strips at 16" o.c. with R4.1i-foil insulation on typical 8" Block walls 5/8" thick light textured - All drywall to be installed per FBC R102.3.1 stucco on typical concrete I and shall meet all pertainingg ASTM codes. "M" block construction Mortar to be Type onl proportioned er FBC R40�.1 �601.2.1. and Mortar Joints shall comp y with FBC Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with grout and at each filled cell lU 45 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Masonry Beam see foundation plan notes for ase spacing at openings I" x 6" P.T. Buck nailed to 4" concrete slab with fibermesh OR block with case hardened na11s 6"x6" 410/10 WWM on 6 mil Visqueen over arior to nd ambsoor attachment head clean compacted termite treated fill coo. Install SGD Frame thru buck into Grade block using tapcons as stated in product approval form on sheet I. i, 14"w x 18 Concrete footing I4with (2) 45 bars cont. and 45 " transverse bars at 48" o.c. TYFIC/4L SECTION Scale : 1/2" = 1'-0" Verify sill attachment with product approval sheet I. �L Head bill 15'-3" %2„ 1'-1 %2„ 2 00 00 EGRESS 13'-II" I I I I I I I I I MASTER N I I BEDROOM �I I I 8' -6" A.F.F. Coffer Ceiling I I I I I I J Vanity to be 34 %2 ' high 8'-0" to 91A.F.F. Vaulte- Ceiling e Rod Shelf Fr 71-31, 4"' in 63 GRE 4� ROOM sl II J I of OSE 00 IV I Ll----- C"I I = Rod t Shelf WASHER DRYER 2" LAUNDRY I D 8 -O" 0 9'-8" A.F.F. - Vaulted Ceiling DINING A— Vanity to b O O M I I I 34 %2 „high O 3/8" thick steel counter tops to counter top supports overhang wall 1.5" n- II counter to s to e4 eq overhang wa 11.5" Ln PAII m CAB __ --I -- �i Opt. PATIO/SLAB 8'_ 10 %2" ,12" 8'_ 10 %2" Filled cell under girder above O Q PORCH WIRE LATH t STUCCO CEILING 1`1'-mil" O 34 3/4 h � D W i o 0 knee wall KiTClHEN In I - I �i to 91811 A.F.F. O_ m Vaulted (Ceiling per cabinets to extend ove Ref. I I I ICR WAVE I O I NON VENT REr-. 38. CLEAR - " 21 H.B. L —— O — I 1 OPENING c l m — — — (V O m -II Batts Insulation W.H. 1 0 4" 0 Steel Ballard cclloserde auto See detail on this sheet E r 2Y x 54" 1 1 W ,y� 0 1 O END � - U 19 J O 9'-5" r-I 12'-8„ 1- O THIRD m BEDROOM I Attic Access I X I with li9 ht L— — — — — J �/ _ Q J I cn 8'-0" A.F_F. 8'-0" A.F.F. m Flat Ceiling Flat Ceiling q ARAGE O O -I Block wall in garage to be struck block O O MT O El2'-8" O O - - - I - - - - - - - - - - - - - I EMERGENCY EGRESS I I I I r EI I I I I I - -r I I 00 � I I I Ln I I I I HS 00 O O 10131 — — — — — liding door I I" x 6" P.T. Buck nailed to block with case hardened nails erior to door attachment Masonry Wall Install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. Jamb Sliding Door Detail At Masonru Wall NTS 12'-8" <r I R-II Batts Insulation Provide auto 150 Amp closer Panel -----------------i C B 41.25" x 82.5" I I ough opening M I for this door II b I 'IG0LF CART GARAGE 13'-0" o I I C IO O E OC Square i=ootage Breakdown Total A/C Space = 1,-153 sq. ft. Covered Porch Total = 212 sq. ft. Garage 1459 sq. ft. Under Roof Total = 2,484 sq. ft. Total Cubic Ft = 1-4,024 B. O I in 0 03 Im rn U I 93 4- 0 �U o� � r �co QL o�a U lY a �Q UQ u � U O LL_ LL U LU >- V �z z 0) UO Q QV U O LLJ � �U J-1..1 z . Z �l W cn L- a UJ UJ t? �Z W ")00V O < lb < — I Z (mil ci # N U O t-�� 0� U UJ 3 m 1Q IF-LLI 1b X M� U IL - >� -0 4J SHEET NO: :2, OF 5. JOB NUMBER: I�-158 B r � , R. R4,o, Digitally signed by °o°: o o o Daniel R. Braden o� °° AR97777® Date:2021.08.19 15:01:37-04'00' �o�Qa�� ���0000D���O 1 0 IN a I MEL 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied Into lintels above 12 Opt. PATIO/SLAM SCALE: 1/4"_ �'-o" STRUCTUi�AL M OT ES: I. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE 11. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND #5 BAR VERT. AT OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF -48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS CONSTRUCTION UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 6'—O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. BEARING CAPACITY. IF ANY SUB —SOIL, MUCK OR NON —UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. `�•• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 1-4. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A—h6, t BE 3000 PSI OR -4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 301 STEEL. 5• POISON SOIL AND COVER W/ 6 MIL. YISQUEEN WITHIN 2 2-4HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 6. SLAB ON GRADE TO BE A MINIMUM +" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 1-1. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF III PSI PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: PROCTOR VALUE. 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 9-15 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21 CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... 45 bar Vert. w/ 30" overlap FIII cell with concrete and at each filled c (1) 45 bar Vert. (tgpical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Thicken edge to 8"x8" Base spacing at openings with concrete and 4" concrete slab with fibermesh OR 4" concrete slab with fibermesh OR one U5 bar continuous 6 xclean0/110 ached on 10 mil Visqueen II over 6 x6 410/10 WWM on 6 mil Visqueen over p clean compacted termite treated fill GRADE Grade 0o m I = 1= 'Il A tFIIII = I- 111 14"w x 18"d Concrete footing with (2) 45 bars cont. and 45 3„ transverse bars at 48" o.c. =� TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-0" 4" concrete slab with fibermesh OR 111 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per foundation plan (2) 45 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'—O" 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied I into lintels above Top of footer 16" below finished floor ••�I I I IN 30"x30"xl6" concrete column footing with (4) 45 bars each way SCALE 1/2" = 1'-0" 45 bar cont. in PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 45 bar Vert. w/ 30" overlap at each filled cell Fill cell with grout and (1) 45 bar Vert. (tgpical). Max. spacing shall not exceed Curb height Wood 48" unless otherwise noted Verifg based on see foundation plan notes for foundation plan Base spacing at openings 4 4 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade —1 -il 14% x 18"d Concrete footing with (2) U5 bars cont. and 45 f3 transverse bars at 48" o.c. S GARAGE CURB DETAIL SCALE I/2" = I'—O" HIM 2" x 4" PT wood secured with 1/2"dia. x 6" expansion anchors — with 2" sq. washer at 18" o.c. overhead door track secured to wood iamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One FOOTING SCHEDULE Mark Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY F� 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 With th With Curb at Garage x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB � 0'-0" O Contractor to provide (() proper foundation chairs PO proper steel installation 30" min. Corner Steel La nts 45 From Footing To Beam Each. Filled Cell Masonry Column With One Grout fill To Be 3000 PSI 45 From Footing To Tie Beam See Floor Plan For Location Grout fill To Be 3000 PSI Double Filled Cell Column NTS See Floor Plan For Location Single Filled Cell Column NTS N �m ou U U � aka LL A/C a� 10-0" F4 F 4 _ T 3 Filled cell under girder above I o I I p 1194 Rear Porch Slab to W — be poured separately 1 O from House Slab. I J i IJIJ IJIJ ._�_�_IIJIIJI I I IL Ir————— — — — — — � I I FI I I II FI I 0 J I I Thicken footing to 0 II 24"w x 14"d x 24"L under filled cell under girder bearing. r--------�—='' a �1 I I FI — Rear 'Patio/Slab to FI 1 be flust with bottom of slidin door recess. I I 1 ] 1 r Slope I" 0 -�I 1---------� I I 1 -A I I 1 1 1 4" concrete slab with fibermes OR � 1 6"x6" 1*10/10 WWM on 6 mil Visqjeen over 1 cleak compacted termite treated fill I 1 ] I 1 o I WASHER DRYER I 1 ]I III I II I c I _ I 1 I I II 18 1 11 I 1 I c I �1 I` DW o o I h 1 4" doncrete slab with fibermesh OR FI I 6 x6 /10 WWM on 6 mil Visqueen over cleai compacted termite treated fill I I MICROWAVE NON —VENT REF I ( O 38' CLEAR I ¢ 19 OPENING --- O 0 �T '�/' — — — I ° W.H. --- /-1 I III ] 4" 0 Steel Ballard 1 ^See detail on this sheetyJ r21 1? I I Attic Access with light I w 1 0 I I I I� 4 I I ] I `� --I— I --, 1 ° j O 00 4 0 — a-- --,I N 1 0 15 150 Amp ] I I = I� _ Panel 4. 8 w I 0 1 h- I h— N �1 13'-01, 1 7 I° I - -- - - - - - - � .5" Recess for ISI OC �I 5 o I -o o — I � I 1 ] L — — — — — — — — — — J 0 — �O O 1.5" Recess for O 00 00 O Garage Door is 2'-8" 1 �'-o" 1 2'-8" 1 �,_�„ _ 12'-8„ Garage Door 2'-8" �Um fa ~ vN !L B. Meter and panel n either side of louse field verify service location Digitally signed by Daniel R. Braden Date: 2021.08.19 15:01:25-04'00' �1 s LU Z 'n v! U Q QL O L3fo LLI Z Z U, lie= [LtQ �UJ cy 00 UJ z z W OD O O Ln� T_ t- < # Z cy cy a H o rr� V rr� ,_ lu IQ Uui UJ 03 ,� -,L r N 0 `r �_D SHEET NO: 3. OF 5. L JOB NUMBER: I�-158 B KU �o0 0. o 0 v oo GAR 9770 �� Provide 45 bars with 12" min. lap into beam and 48 bar dia, into vert. filled cell. \-11 Provide Cast -Crete 8LI16-IB/IT precast - lintel set in mortar Min. 8" Bearing Fill lintel solid with grout. 45 cont. beam steel to run through lintel and tie to down rods in jamb cells. 14 Provide PT Buck attached per jamb details into filled cell 4" Pre -cast Sill rout Filled Cell Provide 45 bars with 12" min. lap into footing and 48 bar dia, into vert. filled cell. CBS WALL Scale: 1/2" = 1'-0" Verify with Plan Concrete 12"x 12" Lintel Column Block Rebar Rebar 48 Bar Dia, Min, Overlap Column to Lintel A ttachment NTS Additional Precast Lintel 45 bars Lintel Bar Clear "A" "B" I', ~9 r• _ �J ?�' CLEAR Length Length Span Bars Bars i ''. i i i ► .''°` 1 2'-10" 2'-8" 1'-6" 2,u3 none rr' i 3'-4" 2'-2" 2,u3 none BPS-OB/IT SF8-I5/IT BPS-IS/2T Additional 4'-0„ 3'-10" 2'-8" 2,43 none 45 bars none CLEA ':':i.. 4'-6" 4'-4" 3'-2" 2,u3 none ''• ne Row of "H" ''•••' Block Above 5'-2" none Precast Lintel Additional none -____� u5 bars �____� T-0" 6'-2" 2,U5 none 8FIL-IB/IT BFIL-IB/2T 8'-4" �'-10" �'-O" 2,1*5 none NOTES: I. min. coverage of 5teel=l.5" 2. min. bearing required 9 ea. end=8" ALL reinforcing steel Is grade 60. 3. standard for reinf. steel=ASTM A6IS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Specification Rows of "H" Block Above " " Bottom Steel Size Top Steel Size Max. Gravitg Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2' V-L' SFIL-IBAT ONE I u5 1 u5 L113 3541 2854 L31 T-0 3'-1" 4'-0" 8FI4-IB/IT ONE 1 u5 1 u5 2931 3019 2128 L45 4'-5" V-10" 8FIL-IBAT ONE 1 u5 1 u5 4340 2093 94L L50 V-0' L'-0 8FIL-IBAT ONE 1 u5 1 85 3480 1880 1204 LLO V-8" T-L" 8FIL-IBAT ONE I u5 I u5 2441 IL34 891 L80 V-0" 9'-4' 8FIL-IBAT ONE I u5 1 u5 1843 1133 139 L90 T-0" 10'-L' 8FIL-IBAT ONE 1 u5 1 u5 1533 914 519 L90B T-0" 10'-L' 8FIL-I8/IT ONE 1 u5 1 u5 1533 914 519 1-I00 10'-0" W-4' 8FIL-I8/IT ONE 1 u5 1 u5 134L 198 404 LIOOB 10'-0" W-4' 8FIL-IB/IT ONE 1 u5 1 u5 1344 198 404 L120 IT -Off 13'-4' 8FIL-IBAT ONE 1 u5 1 85 1015 LOL 433 L120B IT-0- 13'-4' 8FIL-IBAT ONE 1 u5 1 #5 1015 LOL 433 L140 14'-0' 15'-4' 8FIL-IBAT ONE 1 u5 1 u5 1250 485 341 LILO IV-0- IT-4' sr8-IBAT ONE 1 u5 1 u5 950 404 251 LILOB Its '-0" IT-4' 8FIL-IBAT ONE 1 u5 1 u5 950 404 251 - ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS - 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 1+-0" LONG ARE TO BE PRESTRESSED. HIF ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) 2. Minimum Screw Size = 1$8 x 2.5" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in zpermit info box on these plans for appropraite roof ones. Ke Area Ede Field Fastener Max. RZone I 6" 6" 8d x 2.5" ring shank 45 psf Zone 2E 2R 2N 6" 8d x 2.5" ring shank 16 psf Zone 3E/3R 8d x 2.5" ring shank 84 psf ANY ZONE I 6" 148 x 2.5" Screw 1243 ps SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss R-19 bat 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT 1/8" thick light 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 Tgpe 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. \ Simpson HETA 20 or equal 12 hurricane anchor at each truss with (10) 10d x 1 1/2" nails 4 ( 24" o.c.) supporting Max. I810lbs. uplift Truss mfg to provide level 0000 return to be Ishort of wally n(nnc Aluminum Drip 1 Aluminum Drip Edge & Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d rLQils at each web Trusses at 24" o.c. see shop drawings bg others 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 (22) beam either wet set or in IOd nails into truss. Add epoxy with blocking to ( 2-4" o.c.) supporting Max. truss leg per detail on this sheet ETA 20 1810 lbs. uplif t R-30 Batts N R-19 batts L90B IOOB BI _ 60 "Frame ceiling transition as needed using metal studs field verify exact configuration and sizes Drywall ceiling see typical section Ceding transition Insulation Detall Q nts H LU Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) 10d nails at each truss PRE- ENGINE EIeiED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings bg manufacturer ) Edge ( Fascia j✓ \R-30 blown fiberglass 2" x 4" Sub -Fascia/ 5/8" thick stucco on 3/8" hi -rib lath in bottom chord of trusses 12" attached to horizontal and vertical wood framing with nails or staples to provide 1/2" drywall with smooth finish Kaycan full o vent vinyl soffit installed no less than I-3/4" p�neation into per product approval form on sheet I. horizontal wood Praming/4" penetration TWo roWS of beam block felled Wlth concrete into vertical wood frammbers and (I) #5 bar cont. in each row. Substitute pprecast lintel filled with concrete and (1) 45 In 4" al atta h d t b t f b tt L90B 14 4 n W J N BI I I iy 1O -II„ 2' m II � � CBI I � J Z A/Z BI L22 AULTIE D RE L 4 �' I lZ E 18'-6I' BI w�� I �Q I 12 tl < 1Z , I 1Z '4 SLOPE ,4 Z w y1Z BI LSI II i I Me g and uder �ment intstalled per Product Approval sheet e CDX decking - see roof sheeting �r N i� d� O m W rn U O "U a _ O � a 1 yr fY °D fn o U (Y �Q UQ u U N N � L X � O� rn N Q, - 4-) 4--) ° I (V =� N of iJ� < �— � N� oo O w aQ, r-- BI L31 22' x 54' O I At B IAtticAccess I with ght W — J I I / I BI I I Ot < I2 Ile I L31 I I I I F- 41 SLOPE I // I 8' O" MAX 2 48 I oe IODD SPACE L22 BI BI BI L22 v I Ca U (y � � O LLI QL Z w Z U, (y L� 19 UJ W � t? O Z LU u) (OD 0 4-3 u O �' " 6 }' U aD aD � >3 � � Z Q >r Cr � 3 C<1 !L VUJ � J to LL ! 1L W r < '- El ' x n i er c e o ar con . or o Will row over openings level return with (2) 8d � ring shank nails with min. 1.5" 1/2" drywall over I" x furring - �y penetration Into soffit framing 5/8" thick light textured strips at 14" o.c. with R4.1 i-foil stucco on typical concrete insulation on t ical 8" Block walls I TA 0 d) BI 12" x 12" concrete column block construction yp r block filled with concrete _ All drywall to be installed per FBC R102.3.1 and (2) u1 bars vert. tied Varies see plan 1 and shall meet all pertaining ASTM codes. BI BI BI into lintels above 5 bar vert. w/ 0D Mortar to be Type "M" only proportioned _ ­per FBC R40�.1 L9O LLO L90B and Mortar joints shall com 9 with FBC K401.2.1. SHEET N O : thicken edge to 8"x8" 30" overlap p Provide Our at all wet areas (ex, sowers tubs etc...) g h with concrete and at each felled cell _LN one 45 bar continuous BEYOND Fill cell with Grout and04, Rear Patio/Slab to (I) 45 bar vert. (typical). ETA 20 be flush with bottom of Max. spacing shall not exceed ETA 2O sliding door recess. Wood 48" unless otherwise noted Provide for gutter OF 5. see foundation plan notes for Simpson HETA 20 Top of Tooter Base spacing at openings PR10 it p F L A N hurricane anchor at each truss Provide downspout 16" below finished floor JOB NUMBER: Step per foundation plan 4" concrete slab with fibermesh OR O..IC.. �s jgportlnc ax. 6"x6" 410/10 WWM on 6 mil Visqueen over - OVERHANGS AT 1'-O" UNLESS OTHERWISE NOTED ON Slope per foundation plan clean compacted termite treated fill - ROOF PITCH AT 4 :12 UNLESS OTHERWISE NOTED ON THIS S H ET - - TRUSS SHOP DRAUJINGS TO BE PROVIDED BY MANUFACTURER o0000 _ - - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE AR ITE T FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 0 0 ° I CH C G G C C - ALL TRUSS TO TRUSS CONNECTIONS BYR. R�o TRUSS MANUFACTURER �� o° I I _ Digitally signed b oa ° c IIII 14. Fl ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR g y 9 y o, o °o c 1I - TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION 0 Daniel R. Braden ����" �����® o o�c�oo F3 T 4 p I c a l Section at Front F or c h - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Date: 2021.08.19 Scale I/2" = I'-O" PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO i i TRUSS CONSTRUCTION 15:01:14 _ 04 00 0000000aa PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load BR Poles 1 20 1.2 kw 412 Refrigerator I Range U. 12.0 kw 50 2 1 20 1.2 kw 412 Clothes Washer 3 1 20 1.5 kw 412 Kitchen S.A.C. 5 6 Dr er #I0 5.0 kw 30 2 1 20 1.5 kw 412 Kitchen S.A.C. i B 1 20 u12 Bathroom Recepts 9 10 Air Cond sor 910 5.0 kw 30 2 I 20 1.2 kw 412 Dishwasher II 12 1 20 1.2 kw u12 Microwave 13 14 Air Handl r u10 5.0 kw 30 2 1 15 414 General Lighting IS I6 1 15 u14 General Lighting 11 IS WH #I0 5.0 kw 25 2 1 15 u14 General Lighting 19 20 1 15 414 General Lighting 21 22 GDO #12 0.81 KW 20 1 1 15 414 General Lighting 23 24 Spare Spare 1 25 1 26 1 Spare Spare 2-1 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance Circuit(s) Range Refrigerator Microwave Dish Washer Clothes Washer Clothes Dryer Water Heater Garage Door Opener 1135 3 5.205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 810 810 Total Watts 35415 First 10000 Watts e100% 1 10,000 10,000 Remainder 25415 e40% 1 O 10,246 Electric Heat or A/C 10,000 60% 1 10,000 10,000 Calculated Load Watts 30,24L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical Sgmbol Legend $ Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed B Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light P Waterproofgroan fault circuit upter , Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector '�'& Flood Light Q Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack a CD,s c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. 3 TON SEE MANUAL "J" and Energy Calculation for Unit into A/C 1 �2/O AL SER Cable (3) 11:I THHN Copper With 41 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve MCB into attic ,45MP MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can C meter can 1> C METER METER Intersystem bonding Intersystem bonding 2" PVC ( FPL Termination point 2" PVC ( FPL�� Termination point schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL GEC Bare ub co per wire to (2)8'-CCi� Galvanzied GEC Bare ub co per wire to (2) 8'-CCi Galvanzied ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke ( Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must comply w/ FBC RM1402 9. A/C Refricierant lines that are run thru slabs must be sleeved in -PVC 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed by a licensed electrical contractor, the completed s stem shall be full operative. 12. Contractor shall pay for all tees, permits, tesing, and inspections including blower testing where required. Ia. 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 duration of the work. 15. 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. 16. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 18. The electrical system shall be completely and effectively 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. Opt. PATIO/SLAB PORCH I I I 141 CFM I IOxIOx1 I I I I I 12xl2x1O I B/A `r-a 141 CFM J IOxIOx1 r---- 124 CFM 1 I IOxIOxL I I I I I I I I I I I I MASTER I I BEDROOM I I I I I I 124 CFM I L - IOxIOxL rLa ----- 1h;6x10 ° B/A I Sxivi I I 9 CFM GREAT I ROO LOSE I I _ _ o I WASHER DRYER I I LAUNDRY I (I CFM 141 CFM I IOxlOx1 I 12" DINING ROOM I I I I D0"a I DW ° e 124 CFM ti • ,• MICROWAVE• NON-VENT38* CLEAR • O / GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I I I I I 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 21. Furnish and install all fixtures as called for on the plans or as selected by others. 22. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 23. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 24. Dryer Vents to be installed per FBC RM1502 (7) 8x4x4 � - 50 CFM Ci IL CFM 8x4x4 I,-- I .T� r 1 - )2xl2x8 B/A 111 CFM 12xLx1 SECOND BEDROOM 12xl2x8 B/A THIRD BEDi�00M 100 CFM IOx6xL 150 Amp -Panel GOLF CART, GARAGE I I I I I I I I I I DUCT L,4YOUT 0 Vent thru soffit SCALE: 1/4" = I'-O" Install oulet under disc. not shown for clarity WF GFCI co 0 d AiC ■ Wire For Front Post Light Opt. PATIO/SLAB r----------- � / .00, MASTERj� i�Oi�C�-I �� I BEDROOM I[ -1> WF GFCI / I I \ I --4@ I v I I � I I 0 _�------_M I I GizEAI! ROOM EA ILOSET I� I \\ 0 I \ WASHER DRYER I \ I \ LAUNDRY DINING ROOM I / / o I \ �S F i I IIQ I PANB \ I I SECOND I \BEDROOM IF l 1 I I 1 - �Fq I I �ITC'HE� _ I \ I \ I ® RCI I I c GFCI \ %IC OJ E1NE 64 I \ REF. I \ 30PENNAR \ L - - - \ , 1 GFCI o GFCI - - - m min Y Gf=CdkW.H. 4" 0 Steel Ballard /,� CM s THIRD See detail on this sheet ( / ----- F r � w w , /1� \ I A tic Accea- L_withygHlt! T >n ��-- � I \ -0- / \ OPTIONAL PANEL / LOCATION / qp \\ 1 GARAGE / � � GFCtb GFCI � \ \ 150 Amp GFCI , to C0"i\ GFCI Panel r--------�------i r --------i Garage \\ T Garage I Door I rty I Door I I Opener I \ ° I Opener I I GOLF CARTI I I 1=8 I I GFCI I I to garage Ights GFCI I I ,® U. N N WF GFCI -OIL PhotoLellll with ELECTRIC/4L FL/4N Center Post Light between driveways SCALE: 1/4" = I' _ 0 " i Attic Venting Calculations Total Attic Space = 2101 sq. ft, FBC 2309.1 Venting Ratio 1/150 = 18.00 sq, ft. required Provide A Continuous Vented Soffit O 03 Q1 U v 'U a _ O � ?r vco fY fn o U (Y >Q U U Q � U O � 1.L U� O �Z Z v ! = Ca U O (c U Z OW Z LL1 <� Z U,F: (Y cn s< cli LL n UJ 0' W=3 �O .Z W �'Low" O ���U -����2 � Z3 im 00 z cy cy # Cr r � 3 C<1 ~ UJ � !L V LL ! !� r Q Q4J iileF tin 1� SHEET NO: E 1 OF 5. JOB NUMBER: 15-158 B R. Rmo, ?I Digitally signed by o, 00 o oa o Daniel R. Braden �• 1�° AR977770 o o� e Date. 2021.08.19 poo o��o oo� 15:00:57-04'00D/W� ��