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HomeMy WebLinkAboutPlans-Carlton-Left-Impact Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting Metal roofing and underlayment intstalled per Product Approval attachment diagram on roof plan. as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 12 12 SLOPE 14 4 SLOPE o AC 0 8'-I" T.O.B. 8'-I" T.O.B. � 12" 12 12" H. H 12" +a H. H. E .(L 5/8" thick light textured oN stucco on typical concrete ® ® O 5/8 thick x 8 w cut block construction coral finished stucco bands 0'-0" = Finished Floor /1-K _�$ 0'-0" = Finished Floor — — — — — —�4 Ll - - - - - - - - - - - - W:�& ;a Za 00- - =VT Finish Columns with 5/8 thick x 8 w cut Finish Columns with 5/8 thick light textured 5/8 thick cut coral coral finished stucco bands 5/8 thick cut coral stucco on typical concrete QCrU finished stucco bands RIGHT ELEVATION f Inlshed stucco bands block construction n� � 0 SCALE: 1/4" = 1'-0" REAR ELEVATION Truss mfg to provide level return to be I" short of wall SCALE: 1/4" = 1'-0" O Aluminum Drip Edge t Fascia 2" x 4" Sub-Fascia " I" x 4" nailer attached to Kaycan full o vent vinyl soffit installed I level return with (2) 8d Metal roofing and underlayment intstalled per Product Approval IV Metal roofing and underlayment intstalled per Product Approval per product approval form on sheet I. ring shank nails with min. 1.5" attachmentnd sheet e am Ion roof over CD decking - see roof sheeting as shown on sheet I over CDX decking - see roof sheeting penetration into soffit framing 9 plan. attachment diagram on roof plan. TYPICAL SOFFIT DETAIL U LL FITS1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through O U_ one layer of 15 lb felt using 8d nails. Substrate ( � to be 19/32" COX Plywood nailed at 6" o.c. v in field and edges with IOd ring shank galvanized Halls Into truss webbing. 12 12 4SLOPE 4 SLOPE Q (�� U 4 —1 8'-1" T.O.B. � IV U1 12" 8'-1" T.O.B. � 0 � 0 :3 12 2 Z Lfl IV C.H. 5/8" thick x 8"w cutEl H. 5/8" thick x 8"w cut 0 0 0 ❑❑ 3 coral finished stucco bands coral finished stucco bands , Q . 3 0 � 5/8" thick x 8"w cut B coral finished stucco bands 5/8" thick light textured stucco on t9pical concrete w< 1174 block construction Garacie Finished Floor l- OC E m O O Fin. Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -O'-4" A.F.F. Finish Columns with O 5/8 thick light textured °v stucco on t ical concrete 5/8" thick cut coral z Z �; O block construction finished stucco bands Z > LLn�� O LEFT ELEVATION FRONT ELEVATION - � � ��� 0 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" t t < I Z "N � ** PERMITTING INFORMATION (FORM 100) � � o r �� � U a V_ Product Approval Submittal Affidavit Florida Building Code Residential: ITH Edition and ASCE 1-10 for Wind Loading 2R 1. 3E 2� R2H Ul U to Buildin Design is: Enclosed Risk Category II Wind Speed: 145 mph ultimate H Opening Schedule Swing Doors. Overhead Doors. Sliding Doors. Windows E Skylights Mean OOf Height: I '-8-8° ROOF Pitch: 4:12 110-200) 2E W Q3 ( a► LL TEST Internal Pressure Coefficient: ±0.18 3E I• 3E L U �� N Opening NOA/FL Model # Manufacturer Glass Expiration Design Pressure 1/2" dr wall ceiling on truss bottom cord Subjectability to damage from: Weathering: Negligible Termites:Vero Heay4 2 2E 5 r Tgpe NUMBER Product Attachment method Date of Approved Tests 2" x 4" top plate y g a Width of Roof End Zone: 4 -O 3 '� 3E 4 � 1.2.3 Single Hun SH-1�00A 5/16" 1/4" dia, tapcons w/ min. 13/8" penetration to be Wlnd EX Exposure CIa881flCatlOn: C FLU 239A g g PGT spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PS P 44 Impact min. edge distances specified in Product approval Adjustment factor for Exposure Height Using Allowable Stress Design and Hats x ac to concrete a art i e callwithLoad Combination per ASCE 1-10 Section 2.4 DL+LL• DL+O.6WL• 0.6DL+O.6WL 5 Overhead Model 824/811 D u5 bar veil. a«ng 3/8 x L Hilt HLC sleeve anchors at 8° oc. L A 20-1005.08 I8'-2" max. width DAB th 1.25° dia. aaahera eKh min. 4° edge distance. Install track to buck 3-21-22 +40.0/-44.0 PSF 1.00 - O°` GABLE ROOF FROM Garage Door 1(.'-0" max height ng (D 5/IL° x 1 5/8° fall thread lag acreaa a each bracket t approve Ex Height Ad Factor: x Load Combo Factor 0.6 a lied below g g Door Com an min. of 1.51 edge distance — n r to ahaftlg adhere to product approval P 9 J PP 2:12 TO 8:I2 PITCH rovide 1/I6° u nut ea ar on idler ta. Smooth 1/4" dia. tapcon with min 1.25" embedment at 6" max GABLE ROOF Components t Cladding Wind Pressure: B FL# 15213.1 Fiberglass Fiberglass Plast-Pro from corners and 14.5" o.c. max. thereafter in jambs. +65.0/-10.0 Zone: 1 2E + 8f g 15.O/-39.0 p I/4" dia, tapcons w/ min. 13/4" enetratson to be Zone: K 2R, 3E +15.0/-51.0 psf 2R Sliding Glass Series 110 I" nom p p Zone. 3R + psf 2R 1. 3 2E C FL# 251.4 SGD F'GT spaced per product approval. Contractor shall adhere to + 60.0 PSF 1/2" dr Wall On 15.0/-49.0 p Door Type G5A min. 2 I/2" edge distances specified in Product approval - 2" X �" Studs at 16" o.c. HIP ROOF Components t Cladding Wind Pressure: 2E 3 L TEST Zone- 2E/3E +18.0/-31.0 psf 2RLLL Product NOA/FL Model # Manufacturer Attachment Method Expiration Design Pressure 18.0/-41.0 p 2E "1.`L LLLLL LLL LLI "LL NUMBER Date of Approved Tests Zone: 2R +18.0/-53.0 psf 3 2R For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment Components t Cladding Wall End Zone Width: 3'-O" LLL L °3LL 2E 5 SHEET NO: CM-18531 Mi Windows penetration into each Mull Clip. Attach mull to clip using (4) 410 x 1.25" WALL Components t Cladding Wind Pressure:Zone + +23.0/-25.0 sf 4 Mullions FLU 15353.8 self tapping screws per clip as shown in product approval. ± 118.9 PSF P g Zone 5: +23.O/-31.0 psf vertical mullion and doors 1 Components t Cladding Wind Pressure (NET) on Garage Door: 5 I . 26 a. 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5" Roof Zone 4 concrete slab with fibermesh OR P g g Roof FLU 33818.2 5V Crimp Gulf Coast Supply Hw1� wood screws with self sealing washer at 12" o.c. max spacing�er System 1/2E/2R: (."x(." 410/10 WWM on 6 mil Visqueen over Zone 5: +32.0/-41.0 psf TO ROOF 12 2.12 Metal Roofing no. 5V-Type I for max pressure -94.25 psf. Install per system V type 2 clean compacted termite treated fill and manufacturing for max. pressure of -1310 psf. Fasteners shall be installed through underla - - 94.25 PSF p Shear Walls Considered for Structure? YesCH 0 S. ment and attached to/through I wood per sheeting attachment detail on room 2N/3/3E/3R: ontinuous Load Path Provided? 0= Roof Zone plan. Plywood to be 19/32 2� x. -131.0 PSF base-board 2 x 4 P.T.PT bottom plate es JOB NUMBER: Components an Cladding Details Provided?Yes Walls Zone 4 Install two layers of Tyvek horizontal) in shingle style fashion using 4" and Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi # DuPont Protec I60 6' overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along <:. ':,:..;,:; ''; END ZONE - 2 � B FL 208�6.1 P g P P g Llnderla DuPont '" �' Tyvek course and end laps an a single row 24" o.c. along middle line of the field This Building Shall Have the Following: 0= Roof Zone 2E/2R 12 I.A.W. the product approval installation instructions. Stagger top layer using APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Walls Zone 5 2L" undercourse strip parallel to eave edge and cover with full sheet. Overlapsuccessive sheets b 26" I.A.W. product approval installation instructicris. D�ODDOo 9 P P 9 P CORNER ZONE o0 0� uViLO o 00 Interior >\l On- B �a r I n Partition r t I t I On ROOF LIVE LOAD: �� sf ROOF DEAD LOAD: 1s sP Attic w/out storage: 10 sP � = Root Zones 3/3E/3R � . � SidingStucco on Block . 10 20 Rod Zone 2N n t s FLOOR LIVE LOAD: psf FLOOR DEAD LOAD. sf Attic with storage: sP Install using " x T battens attached to wall using 3/14" dia. Soffit FLU 16503.1 Full-O-Vent Single Ka can LTD with I" min, embedment Into wall. Attach Soffit channel to wall using + 55.6 PSF 0 �geLR.BRA ° O y 0.09�" dia. x 1.5" T-nails at 12" o.c, per detail C in P.A. Install X _ Digitally signed b 0° ° O D D °°o SPAN VINYL S�FFI channel to bottom of fascia usingstaples into soffit and same T-nails g y g y Oa ° o O -at hem and in vallegs p r detail-A in P.A. (product approval) ELEVATION NOTES: ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING Daniel R. Braden o_r° Ar��77® - RETURN ALL STUCCO BANDS TO WINDOW OCCURS BETWEEN THE BUYER AND WYI� NE BUILDINGS CORE � � I have reviewed the above and approved It b m seal below. ( Architect or Engineer of Record ) Date: 2021 .06.10 0�0°°° PP 9 oR DOOR. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATA �� 14:58:10 -04i 00' 0 . ��D p���0000D�a�� O LOOR FL IY �� 14'-O" �'-6" 12" g�-6" 12„ TYPICAL NOTES: SCALE 1/4" = I'-C" CR ,4SH POST DET ,,41L N.T.S. OPTIONALI. Contractor to verify ALL notes and dimensions prior to w.H. = Water Heater 3�" high by 4" diameter O FAT10/SLAB proceeding with work. steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange With 4 - 3/8" E El 1 10114 111 -----------10121 100 3. ALL Lumber to be used as Beam, Rafters, etc... to have expansion bolts into EGRESS 0slab c3/8"t 5o ksi steel plate) a minimum 1,400 P.S.i. fiber stress. 4. No dissimilar metals to touch. 6 12" x 12" Concrete column block filled with concrete and 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%z' 2%z"" 0 (2) 41 bars vert, tied Into ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o %2" '2" lintels above p shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m o 0 o �. Drywall at ceilings shall be leveled and attached to bottom chord X3/8" 2y2„ Covered Porch - of trusses with screws per FBC R102.3.5. 0 2�z, z` 12'-8" 1. ALL wood in contact with concrete shall be pressure treated. O o � 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 0 9. ALL plumbing fixtures to be low flow. N O 10. Contractor to Provide Drain at water heater in accordance 00 O O ° O O 00 with the current edition of the Florida Plumbing Code. 0 © 0 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2" VTR MASTER T handicap accessibility requirements. 2 2 _ .0 'c U°' M h„ /s" u E I I 8'—O" to `,-8" I.F.F. 00 G 12. Lowest finished floor to be set by Governing Building Department �2" %" � � ' I 12" V �v� 8'-0" A.F.F. vaulte Ceiling L surveyor to set in field. 6 12" I MASTER Flat Flat Ceiling 13. Separation between residence and garage shall be per FBC R302,6 I LAB,4TH 0 T 14. Door between garage and residence shall be 1-3/4"t 20 min, rated door I LAV-1 2„ o R O M 15. Wall and Ceiling shall have a flame-spread classification of not greater than 200 pper FBC R302.9.1 1 2„ 1L Wall and ceiling finishes shall have a smoke-developed index of not greater than 450 per FBC R302.9.2 wrl-I 2„ N O , " I — l�. ,411 exposed attic insulation materials installed on attic floors shall have a critical radiant WC-1 2 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 2" LAUNDRY 3" 2" O Rod pelf I ` 2 materials exposed on the underside of the roof deck or on the attic walls shall com I 2" 2" AAv JIL2• VTR 6,_0„ Q with F.B.C. pR316 - see permit info box of code edition P y 3„BT-1 3.. 5-IIr 1 0 0 18. G psum board material shall conform to ASTM C3> , C�q, C4-15, C514, C630, C931 2„ KTICHEN 2" 1 I I = Q U CIT�O, C1002, C104-1,C11-11, C1118, C12-18, C139 E;, or C139� and shall be installed 2„ LAV-I H.B. vanity to e I s I N according to the following: (FBC R-102.3.5) 3 2r- 34r2 hig � I I CA 0 Ln Drywall Framing Max. spacing Nall sizing options for 2" Location Orientation Member g p BATH #2 C L O E I 2" x 6" knee-wall 8'-0" to 9'-8" A.F.F. O Thickness of fasteners installation of drywall Into 3 we-1 O o Spacing b rr r I QC below counter top / I Vaulted Ceiling Maximum Nails Screws wood framing mem ers 2" x min, thickness 2" Ceiling Perpendicular 24" -11, 12" 13ga 1 3/8" long with 19/64" head C� 3" o I I ]DINING OR PLUMBING RISER PNBI J / 7- ROOM 0.098 diameter x 1 1/4 long 3 Rod & Shelf 8„ �S I C annular-ringed or 5d cooler nail D � '� F--�2 OR Install doors thru buck Into To SepticWo �_ Walls Either 16" 8 16" 0.080" dia. x 1 5/8" long with block using tapcons as stated _ I Dw/ \ \\ I O Direction 15/64" head R in product approval form on sheet I. Exterior face Buck to be x L" PT Gypsum board nail 0.086" dia, of wall O l j 0 A T H ° \�\ I vanity to be x 15/8" with 9/32" head. cries H I I 34 %2"high N r 1 " " �4 ° (41") ��q" 11'—O 3/q, �j �4 v LL Ceiling Perpendicular 24" �" 12" 13ga 1 5/8 OR with 19/64 head O = High wall O 0.098" diameter x l 3/8" long ° K i T C H El 3"-8'" annular-ringed or 6d cooler Hall See product approval for Yen Dr er m _ - Q hinge screw into wall req. g through wall I — — �ver�iang $ walls Either 16" 8" 16" 1/4" he dia. I �/8" long with - 8'-C" A.F.F. V Direction I/4" head Detail at Door OR d O � Flat Ceiling Z � N Gy sum board nail 0.0915" dia. NTS x Ip�/8" with 19/11 head. _ 0 I 6'-O 10'-5" 0 B. — < O 19, ALL ceramic tile Surfaces installed Shall conform to ASTM A108.1 thru A108., INSTALL YULKEM BLOCK SEALANT Upper cabinets f. jt5od O extend over Ref. i ON ALL JAMB, HEADER, AND N 2" feller N �,�TH 2IV ,4108.1, ,4118.1, ,4118.3, ,413�.1 and ,4131.1 SILL BLOCK PRIOR TO BUCK 4'-O"' � e R20. Cement, fiber-cement or glass mat gypsum backers in accordance with ASTM INSTALLATION ening — r- - — U1 C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall a Shelf <be used as backer for the wall the in tub areas and wall anels in shower areas. O - — — — P A/C R-II Batts Insulation • • - ll l 21. Insulation including facings such as retarders or vapor permeable members installed +4 Steel Ballard O _ I ® � �, LH Install windows thru buck into $$ within floor-ceilin assemblies, wall crawl spaces and attics g p 1 See detail o J,�il�s]]�e� W g roof-ceiling assemblies, p block using to cons as stated fr I cif O N shall have a flame spread index not to exceed 25 with an accompanyin smoke Exterior face m product approval form on sheet I. 22 x s4 > Z , of wall Provide auto I Attic Access developed index not to exceed 450 when tested in accordance with ASTM E 84. 0 closer Nth fight— I 0 P varies Insulation shall comply with F.B.C. R31L Y 22" 8'-0" A.F.F. (1) 1�0 Am Flat Ceiling _ U c I"x4" P.T. Buck Waded to Meter P 4 `� 6'—O� w II'-6" oo n block with case hardened nails Panel m -i v7 prior to window attachment `" SECOND ' E C O I�l D � J1.1— (y W E 0) Detail at Window prior Window Schedule NTS - _ GARAGE E EGRESSl' ERGEN Y BEDROOM z z � � m 0 0 8'-4" A.F.F. D 0 MT D 0 X z W Ln m O 'V` Ln ao Flat Ceiling D 0 1) U Mark Size Rough Open. Window Descri tion PRESSURE ZONE N o g < I. 4'-5 i8"x 5'-3 ia" 54%,'x 63i4"" Single Hung ZONE 4 O 0 0, O�mmmm L � IL I 1 "CA C < � rr L 6'-2%s""x 5'-3 �s"" Z5" x 63 �4„ Single Hung ZONE 4 Metal roofing and underlagment intstalled per Product Approval I o0 � Q ## 2• as shown on sheet I over CDX decking see roof sheeting _________ Z N IN C 3. 2'-2" x 3'-2 1/2" 271�2°x 38/8" g g attachment diagram on roof plan. _� Block wall in ° - Single Hun ZONE 4 O r- � EGRESS 4. 4'-5%8"x 4'-2 %8" 54%8"x 54 %8" - I garage to be = O O O O O U r r Single Hung ZONE 4 12 struck block O r r 4 PRE-ENGINEERED TRUSSES p O D O Q 3'-1"" U W ,ALL Windows to be aluminum windows w/ tint at 24"o.c. TYPICAL � I I - C V E R D _ 12 x 12 concrete column block filled � Truss mf to rovide level (shop drawings by manufacturer) I I O - UJ x and mullions per elevations. g I 14 -6 I 0 R C with con rete and (2) l bars vert. tie 1 O � p� U_ return to be short of wall I I into lintels above u, L Uj LL +3 ,ALL windows to withstand pressures in permit Info box on sheet I P P Aluminum Drip U ALL WindOWS In bathrooms t0 be tempered Edge >> Fascia R-30 blown fiberglass O j ® j O 3 All rough opening n i n dimensions m e n Si On S t O b e verified r i f i e d b contractor 2" x 4" Sub-Fascia In bottom chord of trusses N < � P 12 o0 00 00 00 ° with manufacturers specs prior to construction lCaycan full o vent vinyl soffit installed 1/2" drywall with smooth finish -tom per product approval form on sheet I. Two rows of beam block filled with concrete 3"-51, 9'-01" 3'-5" 2'-8" 2'-8" `I"-2" and (1) 45 bar cont. in each row. Substitute 0o�+ 3 precast lintel filled with concrete and (1) 45 e d u l I" x 4" nailer attached to bar Cont. for bottom row over openings 15'-101, level return with (2) 8d Mark size Rough Opening Door Description PRESSURE ZONE ring shank nails with min. 1.5" 1/2" drywall over I" x furring g g penetration into soffit framing strips at 16" o.c, with R4.1 ti-fo11 A °I'-O" X 1'-0° 108" x 84" Overhead Garage Door ZONE 4 insulation on typical 8" Block walls L All dr wall to be installed per FBC R102.3.1 5/8" thick light textured = y B 3'-O" X 6'-8" 41 %"'x 83%" - stucco on t gical concrete _ and shall meet all pertaining ASTM codes, m Fiberglass Panel Inswing ZONE 4 block construction w Mortar to be Type "M" onl proportioned�per FBC Rii J�1 C 6'-O" X 6'-an 14n x 81 %2"' From beu°m Sliding Glass Door ZONE 4 and Mortar Joints shall comp y with FBC R60-1.2.1. - g - - Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) D 2 O X 6 8 Solid Core Wood (.-Panel Bi Fold Finished 24 x 81 /2" 45 bar vert. w/ SHEET 1�O 30" overlap Fill cell with grout and at each filled cell (I) 45 bar vert. (typical). i" x IV P.T. Buck nailed to CALCULATIONS E 2'—`" X 6'-8" Solid Core - Wood - 6-Panel Max. spacing shall not exceed block with case hardened nails AREA F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 48" unless otherwise noted Masonry Beam prior to door attachment L wood see foundation plan notes for :.. iving A/C = 1+46 Sq. f t. 3 „ ase spacing at openings d G 2 -8 x 6 -8 x I /� Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage P 9I" x 6" P.T. Buck Walled to Front Porch = 1-41 Sq. f t. OF S. 4" concrete slab with fibermesh OR block with case hardened nets „ , „ Q prior jambs door attachment head Rear Porch = 2 0 0 -sq. f t. JOB NUMBER: H 2'-8" X 6 -8 Solid Core - Wood - 6-Panel 6"xb" 10/10 wwM on 6 mil Vls ueen over and 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold _ clean compacted termite treated fill 0 0 — � _ Masonry Wall Garage = 321 $q, ft. block SGD Frame thru buck into 12 2 i0 K2'— , block using tapcons as stated Total Under oof— 21 O 8 sq. f t. 2 —8 X 6 —8 Solid Core - Wood - 6-Panel - Bi-Fold Grade in product approval form on sheet I. 1- Total Cubic 1=t = 11,568 ���OOD00000 ALL Exterior doors t0 withstand pressures stated in permit info I I Head g door Install SGD Frame thru buck into �oOO�°��O�O o P P � I I � 1 sliding Inlo usiproduc t approval form onsheet I. �o box on sheet #I 1 1 0 �o° °% o 14"w x 18 Concrete footing Verif sell attachment re 0° o f3o L�G3A� O GARAGE ODOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 1 Ill with (2) 5 bars cont. ands y 4 Typical Flooring Jamb Q° o transverse bars at 48" o.c, with product approval on Digitally signed by �. o o o o WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 sheet I. O. O Sliding Door Detail � Daniel R. Braden o�°o AR 9a7® ° U o All rough opening dimensions to be verified bg contractor At Masonry ula►► NTs � Date: 2021 .06.10 with manufacturer s specs prior to construction T Y F i C A L SECTION Bottom Track r _ 14:58:24 -04'00' Scale 1/2 = 1'-0" Sill - F4 FOUNDATION PLAN < 14'-O" 10 - 20'-0" 10'-O„ OPTIONAL > SCALE: 1/4" = 1'-0" I P,4T10/SL,4B r � — STRUCTUR ;4L NOTES - 0MI I 13101ii_i_i_ _�_i_i_i 00 00 - - - - - - - - - - - I. ANY CHANGES TO THE PLANS MUST BE SUBov MITTED TO THE II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY r FI F4 z — F4 ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS O girder above Filledder CONSTRUCTION eder FI I 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT O 1 �I -0 OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF -48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS 1 2.4 _ o CONSTRUCTION UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS Rear Patio/Slab 6 -O WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION I r .J to be poured separate W F4 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. 1 - from the house slab. BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM 0 N I O I 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. I Thicken footing to 24"w x 14"d x 24"1 `�•• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS I FI under filled cell I 0 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 1-{. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-I6, t under girder bearing. 00 O -' O ° O O 00 BE 3000 PSI OR -f,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30� STEEL. 0 i \ FI - O 5. POISON SOIL AND COVER W/ 6 MIL. YISQUEEN WITHIN 2-4 HOURS. NO 15• ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR _�, Rear Patio/Slab SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 1 _ u U� be flush with bottom of FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, CID a�U 1 sliding door recess. fa 6. SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. `r I- I Slope 1/2" WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: 0 (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" I I i- MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2 1 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 O I FI 1 0 CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI I O Q T U 03 v 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 M32'-8" I a; cn U Q COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: PROCTOR VALUE. 2" x +' = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI I Q 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb q�5 PSI H.B. 1 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND I �� concrete slab with fibermesh OR I O DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE ° 6"x6" It10/10 WWM on 6 mil Vlsqueen over o ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1 clean compacted termite treated fill 1 q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21 CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH o 1 �— FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD 1 I FI 1 N OI � 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New 1 10 FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... Construction aS per F.B.C. R318.1F- 45 bar vert. w/ CONTRACTOR TO REFERENCE F.B.C-R \ 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS DIDI F_ O OL at each filled c (1) 45 bar vert. (typical). 0 1 - -1 U Max. spacing shall not exceed 1 i O 48" unless otherwise noted LL Wood F- o Base see foundation plan notes for Thicken edge to 8"x8" spacing at openings with concrete and 4" concrete slab with fibermesh OR I 1 `r U n 4" concrete slab with fibermesh OR one U5 bar continuous 6 x clean compacted aWWM on 10 mil tr treated n over 1 1--! LH 6 x6 410/10 WWM on 6 mil Vlsqueen over P clean compacted termite treated fill GRADE Grade q77 H.B. Z II - < O I F � V _i 14"w x 18"d Concrete footing — — �i — — 0 O ° v ill IIII with (2) 45 bars cont, and s f -4 PORCH SLAB EDGE DETAIL ° — — — — — — — — — — � I D < U 3„ 3„ transverse bars at 48 SCALE 1/2" = 1'-0" A/C r rr WJH_I I I � FI 1 Z L 5 bar vertp w/ filled w/ Concrete ® I 1 \ Lu Lu I Z 14 #$1 4"0 Steel Ballard TYPICAL FOOTING DET,41L a each filled cell qF5 >= 1 o 1 concrete slab with fibermesh OR 45 bar cont. m curb Fill cell with grout and 6 x6 #10/10 WWM on 10 mil Vis ueen over ll) 5 bar vert. (typical). 3 (a q Max, spacing shall not exceed I E I I ao n� clean compacted termite treated fill 48" unless otherwise noted - 1 `- Curb height ,, N L - L U5 bar cont. Verify based on Wood see foundation plan notes for I �> I ~ IL I N foundation plan Base spacing at openings �=� 1 1 0 lU E c�1 with fibermesh OR E f oundat on Ian er 4" concrete slab th1 E - 1 .:. P 6 xb 410/10 WWM on 6 mil Vlsqueen over I `9 = I L — —� FI -� I , Z z N o termite treated fill = o+' N 0 0 �' 0 0 W OD M +' O clean compacted t m I I I z v cv Grade N I N W I � < ao ao U O �� a 3„ 3" (2) 45 bars cont. bottom steel O �' E Q \ ao ao N J 1 \ FI 1 I zcycy � # UO y F5 I - OO TTTTTT O O \ r\ r 12" 14"w x 18"d Concrete footing _ # with (2) 45 bars cont. and #5 I F5 tfi I W o r tr 2 DETAIL ,4T G�4R,4GE STEPDOWN transverse bars at 48" o.c. E � I � I � � W I U U � V x O F4 LU c<1 12" x 12' concrete column = I I j I LL1x block filled with concrete 14 —� Q► 1L nil lintels4ars vert. tied GARAGE CURB DETAIL — ,_ � Contractor to provide 1 U SCALE I/2 - I O cil pro er foundation chairs I I — I u, L >r ) �2 nti for proper steel installation _ — F5 - - - - - - - - - F4 _ r �_ _ _ _ F�_ _ _ _ r � � '� � Top of footer 0 L 0 _ _ 14" below finished floor 00 00 1.5" Recess for 00 00 ° ° ° `� 12" _ arage oor I 7L, �, 0 0i Ei F F 2" t 12" x 12" concrete column block filled with concrete and (2) u� bars vert, ti EI 30"x30"xl6" concrete 30 min- into lintels above I.-J41 column footing with (4) IIII 45 bars each wag " 2" x L" PT wood secured with Corner Steel L a p 30" 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood n t S 3 C O L U 1"I N FOOTING D E T,4I L jamb per manufacturer's product approval SHEET NO: Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT T S APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. OP S. Filled Cell Masonrg Column With One JOB NUMBER: 45 From Footing To Beam Each. Filled Cell Masonrg Column With One 12 - 2 � B Grout fill To Be 3000 PSI #5 From Footing To Tie Beam FOOTING SCHEDULE See Floor Plan For Location Grout fill To Be 3000 PSI Mark size Description See Floor Plan For Location 00��O00000000 FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS �; ; �'`= :f •;: �a ��°°° O� o F 12"W X 12"D MONOLITHIC FOOTING WITH (2) U5 BARS CONTINUOUS °r' :•*:;,;' EO ': ::i ��geL 3o 8RA0� +�'f : Digitally signed by o. o°o 0 0 30" x 30" x 14-D COLUMN FOOTING WITH (4) 45 BARS EACH WAY � ° Daniel R. Braden o,� AR977770 °a 0 F4 8"W x 8"D THICKEN SLAB EDGE WITH I US BAR CONTINUOUS single F Filled l e d Cell Column 0 Double Filled Cell Columnm_ Date: 2021 .06.10 0�0 ° F5 14 W x 18 D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" NTS 14:58:39 -04'00' �o• �°°° � a�� 0 NTS o 00o D aDaa With Curb at Garage o 0 ODDD Provide 45 bars with 12" min. la 45 cont. beam steel to run Trusses at 24" o.c. Strap truss to wall using Simpson MGT with Simpson HETA 20 P through lintel and tie to 5/8 dia, threaded rod with min 12 embedment into beam and 48 bar dia. into g H IF ROOF SHEETING see shop drawings into beam either wet set or in a ox with hurricane anchor at each truss down rods in jamb cells. P y vert. filled cell, by others (22) IOd nails into truss. Add blocking to 2�f" o.c.) supporting Max. J ---- ---------- ---- ______________ _ ________ ._-------___-_- A T T A C H M N T DETAIL truss leg per detail on this sheet @ET 1810 lbs. uplif t R-30 Batts I. Minimum Nail Size = 8d angular ring shank (min. 2" long) ------------- -- ----- ------ ------ ------ °------ ----- -- ----------- 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX I'll wood L90 L90 t INXX 4. Use nails or screws based on pressure for roof stated R-19 batts LLO Provide Cast-Crete in permit info box on these pans for zone 3 R-19 Batts BI BI BI 8U16-IB/IT precast = lintel set in mortar I _ ® 4 FT 3Q Min. 8" Bearing i I : _ -- - O Fill lintel solid with 1 TNIBRI J grout. I Provide PT Buck Grout Filled Cell attached per Jamb ! = AB� Q� TYPICAL Frame ceiling transition N details into filled cell I k as needed using metal studs — BI L90 ® 4 FT ® field verify exact configuration 4 FT Fd� and sizes BI I 4" Pre-cast =; `. 1 :s� . see wtyp calall li section 1 Sill t- .: i . f 4 F Gelling transition Insulation Detall I I p nts Provide 45 bars with 12" min. lap ® 4 FT £ 4 FT Q into footing and 48 bar dia, into N LLO 1J I d I l vert. filled cell. Max. Ke Zone Edge Field Fastener Pressure < LLI 8d ring shank psf 12 m I 1 ' 2E, 2R 4" 4" 8d ring shank 84 psf = rV o SLOP 2N/3E/3R .4 .4 8d ring shank 84 psf I "n/ , 'a Concrete Footing BI L45 See foundation plan for for exact sizes U � nc12" r/Y/// //I — DETAIL AT WINDOW OPENINGS IN BI C B S W A L Scale: 1/2 - I O SINGLE PLY REAR GIRDER TRUSS ,-6 2 Q U v J I I U LOP ,4 � C U 1/ Nail 2" x 4" blocking to vert. leg of I (� Q truss with IOd x 1.5 nails at 4" o.c. BI �r Install Simpson MGT into wall usingg O N 5/8" dia. threaded rod set min. IZ" to I into wet beam and (22) IOd nails into truss N (n L Verify with Flan (][ U I I Z Concrete 12"x 12" U N Lintel Column Block 4 Q � � L � LL] E L31 BI � TRUSS BLOCKING DETAIL = ui L45 Q- Rebar AT GIRDER STRAPPING " � � - U LL Rebar 48 Bar Did. ,.. o v �fi I I O O Min. Overlap AT CENTER BEARINGS POINT a O ° 0 - N LL v > C oIumn to Lint & 1 A t t a c hm nt � < I Z z NTS w OL �LLI Z O = Metal roofing and u derla ment intstalled per Product Approval N Q see foul Uri ove, UA X attachment diagram on roof plan. BEAM SCHEDULELill 0 � �, L U Mark Size and Descrr tion A/ Q LH 111 � Two rows of beam block filled with concrete and 1 #5 bar #I BI LU I = ' di Z Z BI continuous In each row. Hook vert. bar over top bar with #5 90° bend bar with a 10" min. lap at top bar. 22' x 54" 1 1 1 Attic Accea I O 5 SLOPE I with light QOD - E O Brace Gable end - ppo ed Additional Precast Lintel = „ „ „ „ with 2 x 4 SYP #2 min. 8'-O" MAX. T ) P INT I I N Lo u5 bars � Lintel Bar Clear � B Aluminum Drip 8ft back nailed to bottom O (2) RI SE 1 I L :. .: Edge ( Fascia Brace Gable end of top chords using (2) IOd (y -' .e` , EAR /8 th k ligh textured stucco installed er with 2" x 4" SYP 42 nails at each truss IC � �Length Length pan Bars Bars ,� t P 8 I I I 01 l' :''' " 7 I' ': '••''=: '1 9 cL ASTM C 926 over ASTM D t e 2 paper backed ft back nailed to bottom SEE SECTION ON THIS ? I 0C E ' .'• 9P P P I I J I W O O -' •' 2'-10" 2'-8" I'-6" 2,1*3 none wire lath nailed to substrate through one layer of of top chords using (2) IOd SHEET I I - Br - -F I 12" v O ASTM D Tye 2 felt paper using 8d nails. Substrate nails at each truss LU r____,► %.-----0 -____,� P Flash and Counter Z ui to be 19/32' CDX Plywood nailed at 6" o.c. in field I I '' z 3'-6" 3'-4" 2'-2" 2, 3 none and edges with IOd ring shank Wads into studs. flash O I W +' 8F8-OBAT SF8-113AT SF8-IB/2T L31 B I I I I IBI I z 4'-0" 3'-10" 2'-8" 2,st3 none Nail ledger to I cD I II < > "(N Q; A&dbaonal gable end truss U '` with (2) IOd ils I I I I I I U CLEA !; 4'-6" 4'-4" 3'-2" 2,u3 none at each web I I I I I Q- >r>r L ne Row of "H" ::•:.i:. I I I I BI Block Above 5'-4" 5'-2" 4'-O" 2, 3 none Metal roofing and underlagment intstalled per Product Approval 1 C # ;,•. . as shown on sheet I over CDX decking - see roof sheeting a L45 BI Z Q► attachment diagram on roof plan. = O .. none U N N ' Precast Lintel ' N BI BI N �- r .: . .:. '1 r r Additional 6'-6" 6'-4" 5'-4" 2,u4 none Simpson HETA 20 or equal 12 N A, U O r r ,� �!J 4L____-, 45 bars , __ ; hurricane anchor at each truss 0 LLI with (10) IOd x 1 1/2 nails 4 PRE-ENGINEERED WOOD TRUSSES O fp W �1 �'-6" �'-O" 6'-2" 2,#5 none m 24"o.c. TYPICAL - p- imps H TA LSO W f 24" o.c.) supporting Max. � o W � 8FI4-IBAT 8FIL-IB/2T 1810lbs. uplift ( shop drawings by manufacturer ) = BI O rrica e a hor t e truss (� W v x �; -3 8'-4" �'-10" �'-O" 2, 5 none JLL NOTES: ( 2 ' o.c sup ortl ax. L (A +' I. min. coverage of steeWLS" � U N 2. min. bearing required 3 ea. end=8" ALL reinforcing steel is grade 60. nnnnn 181 lbs, uplift n, r 11 ` 3. standard for reinf. steel=ASTM A615 �nn `' BI BI BI LIL Q1 TYPICAL LINTEL SECTION L90B BI LLO LTOO < � 3 a . PRECAST CONCRETE ) R-30 blown fiberglass _ 5/8" thick stucco on S/8" hi-rib lath in bottom chord of trusses attached to horizontal and vertical wood framing with nails or staples to provide 1/2" drywall with smooth finish no less than I-S/4" penetration into horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete HETA 2O SCHEDULE � � � into vertical wood framing members and (l) 45 bar cont. in each row. Substitute LINTELprecast lintel filled with concrete and (1) 45 bar Cont. for bottom row over openings Window Rows of Max. Max. Max or D "H" Block Gravitg Uplift Lateral I/2 drywall over I x furring Mark Unit Lintel Above Bottom Top Load Load Load 5/8" thick light textured strips at 16" o.c, with R4.1 fi-foil L Width Size Specification " " Steel Size Steel Size (PLF) IPLF) IPLF) stucco on typical concrete insulation on t ical 8" Block walls m 12" x 12" concrete column block construction yP L22 2'-2" 3'-L' 8FIL-IB/IT ONE I #5 I u5 L113 3541 2854 block filled with concrete Vanes - see Ian - All drywall to be installed per FBC R102.3.1 and (2) ul bars vert. tied p and shall meet all pertaining ASTM codes. L31 X-0 4'-O' 8FIL-ISAT ONE I #5 I #5 2931 3019 2128 into lintels above Mortar to be Type "M" only proportioned �pper FBC R601.1 3;_8" 45 bar vert, w/ and Mortar Joints shall comply with FBC R60-1.2.1. SHEET N 0: thicken edge to 8"x8" 30 overlap Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) L45 4'-5Iff' W-10' 8FIL-IBAT ONE 1 85 1 #5 4360 2093 446 with concrete and at each filled cell L50 F-0" V-0 8FIL-IBAT ONE I #5 1 #5 3480 1880 1204 one #5 bar continuous BEYOND Fill cell with Grout and LLO L'-8' T-L' 8FIL-IB/IT ONE 1 85 1 #5 2641 1434 891 Rear Patio/Slab to (1) 45 bar vert. (typical). ROOF FL /4N L80 8'-O' 9'-4' 8FIL-IB/IT ONE I #5 1 #5 1843 1133 139 be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted QF S. L90 9'-0- 10,-L" 8FI4-113AT ONE 1 #5 1 #5 1533 914 519 see foundation plan notes for , „ To of footer Base spacing at openings — OVERHANGS AT 1 —O UNLESS OTHERWISE NOTED ON THIS SHEET JOB NUMBER: L90B 9'-0- 10'-L" BPI(.-IB/IT ONE I #5 1 #5 1533 914 519 16"Pbelow finished floor P LI00 10'-O' 11'-4" ONE I #5 I #5 13(4 ,98 604 Step per foundation plan 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET LIOOB 10'-O' II'-4" 8FIL-IB/IT ONE I #5 I #5 13LL ,98 L04 6"x6" #10/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER 12 — SPIL-ISAT 2 f L120 IX-0" 13'-4' 8FIL-IBAT ONE 1 85 1 #5 10,5 LOL 433 Slope per foundation plan clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E L120B IX-0" 13'-4' 8FIL-IBAT ONE I #5 I #5 10,5 LOL 433 - ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 0000OD00000 L140 14'-0" 15'-4" 8FIL-IB/IT ONE 1 85 1 #5 1250 485 341 L1Lo 1L'-o' 1,'-4" SFS-1B/1T ONE 1 #5 1 #5 950 404 251 - I I — ALL TRUSS T O TRUSS CONNECTIONS B Y aoa Q��000a �o�o0 0 LILOB IL'-O' I1'-4" 8FIL-IB/IT ONE I #5 1 #5 950 404 251 IIII D o D TRUSS MANUFACTURER -I — — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR o° �o��o�� o 11 ALL LINTELS SHALL BE MADE BY CAST CRETE OR LOTTS LINTELS Digitally signed by oa o o o o LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE ll IIII TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION o o 0 REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING 14 FI _ Daniel R. Braden o� AR977770 LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. — III CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND To REQUIREMENTS IIII IIII F3 T I e a l S G e t I On a t F r On t P Or e PROVIDE FORM BOARD SURVEY TO TPUSS COMPANY PRIOR TO Date: 2021 .06.10 p�o� oo oo�o�o° LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Scale : 1/2" = 1'-0" TRUSS CONSTRUCTION 14:58:56 -04'00' o000 ��Dp�� 000 ��0000D�a� PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #f. 12.0 kw 50 2 OPTIONAL 1 20 1.2 kw #12 Clothes Washer 3 PATIO/SLAB 1 20 1.5 kw #12 Kitchen S.A.C. 5 G Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. 1 8 1 20 #12 Bathroom Recepts 4 10 Air Cond sor u10 5.0 kw 30 2 Ll OPTIONAL I 20 1.2 kw #12 Dishwasher II 12 PATIO/SLAB I 1 20 1.2 kw #12 Microwave 13 14 Air Handl r #10 5.0 kw 30 1 2 I 15 #14 General Lighting 15 IL I 15 #14 General Lighting 11 I8 WH u10 5.0 kw 25 2 //,C ov e r e d P or I 15 #14 General Lighting 19 Zp I 15 #14 General Lighting 21 22 GDO #12 0.81 KW 20 1 163 CFM M A S T E R o�ox6 BEDROOM I 15 #14 General Lighting 23 24 Spare I wF G,FCI ` I \ I Spare 25 2G Spare Spare 1 21 28 Spare \ 1 Spare 29 30 Spare PATIO/SLAB \\ PANEL "A" LOAD CALCULATION SHEET ® \ / Load Description Qt . Watts Total(Watts) \ \ \ \S I TV to to General Lighting (3 watts sq. ft.) 1135 3 5,205 Small Appliance Circuit(s) 2 1,500 3,000 � � � T `Smoke / Carbon m a- Range I 12,000 12,000 MASTER , � � Monoxide Detector ? I Refrigerator I 1,200 1,200 Microwave 1 1,500 1,500 BEDROOM I Combo O M Dish Washer 1 1,200 1,200 I I Clothes Washer 1 1,200 1,200 G R A T $� S Clothes Dryer 1 5,000 5,000 O M C I a J7 Water Heater 1 4,500 4,500 Garage Door Opener 1 810 810 163 CFM I N GsFCI IO)dOx6 01 Total Watts 35.615 I C.1 I 4J 03 t<1 Q U U Q 12x12x9 First 10000 Watts 9100% I 10,000 10,000 ,�� B/A Center Registers I I I Q Remainder 25.615 °40% I 0 10.244 1\ G _____ ______ 4\ I 169 CFM on ceiling fan 169 CFM H.B. 16" I I Ty I _ _ _ Ioxlox I Ioxdox1 C L O S1 I Electric Heat or A/C 10,000 e65% 1 10,000 10,000 12x12x9 I I Calculated Load Watts 30.246 B/A O C �, Elol O C J I $GJf=C1 IIVoltage 240 H.B. _ I I Calculated Wattage Divided bg Voltage = Total Amps 126.02 CFM I ='T - J Panel Size Required = 150 Amps ° 8x4x4 I Exhaust Duct �' I DINING Thru Soffit __ C �FclROOMElectrical S mbol Le end A�lFC ,'; ,` i I CsFCI C:FCI - - - - J 12" I 8x4x4 O CFM S Single Pole Switch ® Recessed Can Light 3 CFM I FAN S3 Double Pole Switch ® Egeball Recessed Vent tb[.Q `` I LL DINING PB Push Button Switch � Exhaust Fan S Of f it � � � \` I Duplex Outlet Ceiling Mounted Light 4 T H / \ ° ``�\ I ROOM N /� I T C H I\l Smoke Carbon P 9 g O o I L - Monoxide Detector S I (,( I �om�6o - - - Special Receptacle Wall Mounted Light I ° -4" Exhaust S Z Ater roo roue fault circuit O / 1 0 F P g ,� Light with Pull Chain (attic) Duct Thru / 24" 3'-2" 3'-2" CHIMES Z ® Floor Duplex Outlet © Computer Connection Jack I ao< I UJa11 ©[>< H.B. - O 0 Carbon Monoxide Detector � Flood Light I L - - - - - - - - wF GFCI _ _ �c\ Q U1 U TQ Thermostat m Electrical Panel 153 1x12x1 ° ° Install owlet 50 CFM = d under disc. � lz�v � � Central Vac 8 Electrical Meter H.B. not shown or - - / Exhaust Duc U1 I claret GF o GFCI 0 ® Smoke Detector Ceiling fan 20 CF 1 �� / hru S of f i 8x4x4 � I 7 I FM Vent thru ® Television Jack C} 8 - - - -- �Oi f It 4 �2 �Fcl W.H. / � - - - - - - - Telephone Jack O I �Ceiri� 14 T H '�/C O I �® ❑1 Ph AC CIS, A/C Disconnect - - - O O - 20k20 #I I _ - _ _ _ I,„ I I Z �LII r 22" x 54" ? Cente � Z ® I x 4 Florescent Light ® 2 x 4 Florescent Light � T � - - - - � I Attic light as � \ ® Speaker Hook-Up - - J I ` SECON Cn FB = JUNCTION BOX TO SUPPORT A FAN _ _ _ ua, 1 " \ t N T r 22" x 54" Il- I :O 116 Meter 150 AMR Pael Optional S BEDROOM = THERMOSTAT LOCATION 1 Attic light" _ I panel location T V \ I 232 CFM \ Pull chain ICJ N B/A = BALANCED AIR - - - - - d , 12xtoxl light in attic E c<1 -J \ m \ �S OC LLI o O 150 Amp L==-I! 42" GFCI \ � � LU � v O FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW Meter Panel \ z W oo c<1 O GARAGE � � A/C disc. A/C disc. 31t4�cg ; SECOND \ PB m w� U (3) I THHN Copper W th� AL I GrndER Cable G A R A G E ; BEDROOM O O M Door � � < � F- t t " < PP I I u 2" PVC Schedule R L _ Opener Z # 2" PVC Schedule I\ 112xl2x8 r------_____p____-� \ R I cycy 40 conduit L-1 B/A \ Wire For O ^^150 40 conduit sleeve 150 _ I I / ra MCB Into attic MCB PANEL AI-IU PANEL AHU \ LI 11t ~ r r _ I I \ Front Post U a' g V O rr � W U a m 200a rated 200a rated r-----------------� I I \ " meter can meter can I I i i ® WP C:FCI W O O I I I I L LL +� METER METER Intersystem bonding Intersystem bonding I I \ \ / r ` Termination point Termination point I I N 2 PVC ( FPL�� 2 PVC ( FPL I I COVERED110 schedule 80 schedule 80 I I I I � �CI°�-C H PORCH 2" rigid service FPL 2" rigid service FPL I I I I � GEC Bare lib c per wire GEC Bare lib c per wire to (2) 8'- Galvanzied to l .C9 8' Galvanzied - A, ground rods ground rods �!J ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER E L E C T R, I C /4 L F L /4 N - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS dd L - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. SCALE : 1 / 4 " - I , - O „ 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 HET SHEET I *l O; Post Light with/ o .71'"I I I�l ELECTRIC MOTES: Attic: �� \ , Photo cell �-o 15. Contractor shall guarantee all materials and workmanship 20. All equipment and anel sizes shall be verified before �`-'t t t I C Y G�n t I n C a I C U I a t I On S FBC 2309 .1 0 6 -3 I. Use copper wire only from panel to devices Pp E I 2. Provide and wire all required smoke 4 Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors, the date of acceptance or certificate of occupancy, or one suit the job conditions. Total /� t t I C S p a C � - 2124 Sq. f t. �� O F S. 3. Contractor to verify location of electrical year from closing sale of house. Venting , dd / _ ° x service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans Y G�n t I n 9 d t I O I / I O = I -f .I fo Sq. f t. required �W JOB NUMBER: 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected bg others. .,� S. ALL exterior outlets to be WP/GFCI protected. other phase of Installation that may have been damaged. N �' 1 2 - 2 f0 6. Recessed cans to be Installed per NFPA requirements. 14. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete /� Vented , 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the P r o V I d e A Continuous Y e n t G d Soffit °� ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RMIL02 the requirements necessary for the equipment to be placed in „ 1L D�ODODDO000 9. A/C RefrigPerant lines that are run thru slabs must be proper working order. 23. All exposed wire below 9 -I shall be installed in metal EMT Q�0 �o V G�QOO moo sleeved in VC 1-1. All work shall be done in accordance with the N.E.C. and conduit, 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per 11. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 ° 0° LR.8 ° o contractor, the completed system shall be full operative, and telephone company. �° oOo��p ���� o 12. Contractor shall pay for all fees, permits, tes ing and Digitally signed by Oa o ° o O inspections including blower testing where required. 18. The electrical system shall be completely and effectively Daniel R. Braden r° AR977770 13. All work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. interference with the progress of construction. I Date: 2021 .06.10 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' T' against the public liability and property damage for the labels where applicable. 14:59:13 -0400 duration of the work, ooe °D0� ��OOOD�