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HomeMy WebLinkAboutAPPROVED Plans - 83 Las Casitas Metal roofing and underlayment Intstalled per Product Approval Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. attachment diagram on roof plan. 12 12 SLOPE -4 SLOPE :L]tl '-I" T.O.B. 8'-1" T.O.Bn12 12" H. 5/8" thick light textured o stucco on typical concrete ® ® O 5/8 thick x 8 w cut block construction coral finished stucco ban s 0'-0" = Finished Floor 0'-0" = Finished Floor/T. - - — — — — L7 Finish Columns with 5/8" thick x 8"W cut Finish Columns wlth �,/8" thick Ilght textured to— — — — — — — — — — -- —/_ - S/8 thick cut coral coral finished stucco bands 5/8 thick cut coral stucco on typlcal concrete C] U finished stucco bands RIGHT ELEV /470N finished stucco bands block construction v •� Q U � Q SCALE: 1/4" = 1'-0" R E A R E L E V A T 10 N Q U SCALE: 1/4" = 1'-0" Metal roofing and underlayment Intstalled per Product Approval Metal roofingand underla ment Intstalled Product Approval as shown on sheet I over COX decking - see roof sheeting per P as shown on sheet 1 over COX decking see roof sheeting attachment diagram on roof plan. attachment diagram on roof plan. CV 1/8" Thick cut coral stucco over paper LL LL backed wire lath nailed to substrate through one layer of 15 lb felt using Sd Halls. Substrate / to be 19/32" COX Plywood nailed at C o.c. �J in field and edges with IOd ring shank galvanized Halls Into truss webbing. 12 12 SLOPE �{ SLOPE Q � 0 U 8'-1" T.o.B. 1_3U � 12" 12„ � 8'-1" T.O.B. H. H U 12" 2" o.H. . : 5/8" thick x 8"W cut . H. thick x 8"W cut El ❑❑ Z coral finished stucco bands coral finished stucco bands o lO > 3 3 5/8" thick x 8"Wu B coral finished stuc c S/8" thick light textured 0 stucco on typical concrete block construction Finish Columns wit � � � E m AidO'-0" = Finished Floor _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ /8" thick Ilght textured 5/8" thick cut i ral LU Z o O stucco on typical concrete •- Z block construction finished stucco ba dX z } Ln00 4-) O < �� LEFT ELEV /470N FRONT ELEV /470N < C- � � � L < SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" I Z N NOU CA CA # v U O rr � r Product Approval Submittal Affidavit LU Co (� ~ Lq x J Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights 2N 3R L = LL Opening NOA FL TEST PERMITTING INFORMATION (FORM 100) 2R 1. 3E 2N U p g / Product Model # Manufacturer Glass Attachment method Expiration Design Pressure 1/2" drywall ceiling on truss bottom cord ()[ r Type NUMBER Date of Approved Tests 2 x 4 top plate Florida Building Code Residential: ITH Edition and ASCE 1-16 for Wind Loading 2E 3E < 110 4-1 1,2,3 SH 4100 1/4" dia. tapcons w/ min. 1 3/4" penetration to be p Building Design is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate 1. FLU 23358.2 Single Hung CGI SAC spaced per product approval. Contractor shall adhere to + 55.0/-65.0 sf R I-I 3E W �{ Impact min. edge distances specified in Product approval — Mean OOf eight: 13 -8 Roof PItCh: 6:12 ZN 2E 5 Install 2" x 6" 5YP Buck to concrete block with solid filled cell with Internal Pressure Coefficient: +_ Overhead Model 82-4/811 (I) #5 bar vert. using 3/8" x 6" Hilti HLC Sleeve anchors at 8" o.c. Q_18 3R 3E 4 A 20-1005.08 IS'-2' max. width DAB with 1.25" ilia. w 1 5/ with min. 4" edge distance. Install track m buck 3-21-22 +40.0/-44.0 PSF Sub jectability to damage from: Weathering: Negligible Termites: Vero Heav4 � Garage Door 16'—o" max height using (I) 5/I6" x 15/8" full thread lag screws in each bracket maintaining g g Door Com an a min. of 1.5" edge distance - n r to shafts. adhere to product approval Width of Roof End Zone: `l:'-0" Pr i l/I n r roller f 1/4" dia, tapcon with min 1.25" embedment at 6" max B FLU G213.1 Fiberglass Smootl Plast-Pro from corners and 14.5" o.c. max. thereafter in jambs. +65.0/-10.0 Wind Exposure Classification: C 5 Fiberglass73 Adjustment factor for Exposure Height Using Allowable Stress Design and GABLE ROOF FROM Sliding Glass Series 4130A 1" nom 1/4" dia. tapcons w/ min. 1 3/8" penetration to be Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL 2:12 TO 8:12 PITCH 2R (� C FLU 29018.2 SGD CGI spaced per product approval. Contractor shall adhere to + 55.0/-6S.0 psf 1/2 drywall on 100 2R I 3 2E L Door Type GSA' min. 2 I/2" edge distances specified in Product approval 2" X �" Studs at 16" o.c. Exp Height Ad j Factor: x Load Combo Factor 0.6 = 0.4 applied below 2E 3 ROOF Components t Cladding Wind Pressure:Zone: 1 +2-1.0/-66.0 Psf 2R NOA FL TEST 2E Product / Model # Manufacturer Attachment Method Expiration Design Pressure Zone: 2E/2R +21,0/-8$,0 psf 1 NUMBER Date of Approved Tests Zone: 2N/3/3E/3R +2�.0/-114.Opsf 3 2R 2E 5 SHEET NO: Mullions Install using (4) 1/4" tapcon with min. 1.5" embeddment at each clip Components t Cladding Wall End Zone Width: 3'-0" 4 3 4 20-0610.10 I" x 3" x 1/8"t CGI to wall connection as shown in product approval ± 60.0 PSF WALL Components t Cladding Wind Pressure:Zone: 4 +36.0/-39.0 psf „ Zone: 8 +36.0/-48.0 psf � 4 concrete slab with fibermesh OR 5V Crimp H gga. oil crimp metal roofing attached to plywood deck using ng x 1.st Roof Zone : 6"x6" #l0/10 WWM on 6 mil Vis ueen over Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-36.0 psf Roof FLU 33818.2 p Gulf Coast Supply HWH wood screws with self sealing washer at 2" o.c. max spacing pper System 1/2E/2R: 4 P 9 9 P HIP ROOF 2:12 Metal Roofing no. 5V-7ype I for max pressure —94.25 psf. Install per system 5V type 2 _ clean compacted termite treated fill 7 TO 8:12 PITCH and manufacturing for max. pressure of —131.0 psf. Fasteners shall be installed through underlay — 94.25 PSF p Shear Walls Considered for Structure. Yes OF S. ment and attached to/through I wood per sheeting attachment detail on roof 2N/3/3E/3R: 2" x 4" P.T. bottom late Continuous Load Path Provided? Yes 0 = Roof Zone I plan. Plywood to be 19/32 2P `K -131.0 PSF base-board P Are Components an Cladding Details Provided? Yes walls Zone 4 JOB NUMBER: Install two layers of Tyvek horizontall in shingle style fashion using 4" and :;°„ . ... I I Bearing P 0 psi, Presumptive. By Tes psi y Minimum o ear Pressure:2,�0 X t= 2111 O Underlay FLU 208�6.1 DuPont Protec 160 DuPont 6' overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along This Building Shall Have the Following: = END ZONE 2E/2R Tyvek course and end laps an a single row 24" o.c. along middle line of the field g g I.A.W. the product approval installation instructions. Stagger top lager using IMPACT PROTECTION AS NOTED IN PRODUCT APPROVAL FORM ON SHEET I Walls Zone 5 26" undercourse strip parallel to cave edge and cover with full sheet. Overlapsuccessive sheets b 24" I.A.W. product approval installation instructio s. CORNER ZONE Interior Non- Sear 1 n g P a r t I t 1 on ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf = Roof Zones 3/3E/3R Siding Stucco on Block nts FLOOR LIVE LOAD: 40 psf FLOOR DEAD LOAD: 1O sf Attic with storage: 20 baf Roof Zone 2N Install usin 2" x 4" PT battens attached to wall using 3/14" dia. 12" Tripple 4 with 1" ming embedment into wall. Attach Soffit channel to wall usin 0° ���R°8�® Soffit FLU 16503.1 Full-O-Vent single Ka can LTD + 55.6 PSF 0° o O g y 0.091" dia. x 1.5" T-nails at 12" ox. per detail C in P.A. Install �" _ Digitally signed by �O' C o ® ®�® � °oC SPAN VINYL SOFFI channel to bottom of fascia using staples into soffit and same 7-nails ° ° at hem and in vanes er detail A in P.A. ( roduct a rovaU ELEVATION NOTES: ALL CONTRACTOR WARRAN71ES BEGIN WHEN THE CLOSING Daniel R. Braden °o. ,�o AR97707 o°aeo °�o ° � O� RETURN ALL STUCCO BANDS TO WINDOW OCCURS BE7WEEN THE BUYER AND WYNNE BUILDINGS CORP. � Date: 2021 .04.29 p�a�°°° °°°°°°0�0� I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) OR DOOR. ,�N D l.0 I L L C O N T I N U O R ONE Y A R i=R O M THAT D,�T o Q °D'01 .00 10:26:00 -04 00 00. G3��*i� QO FLOOR FL ,4N 35' TYPICAL DOTES: SCALE 1/4" = 1'-0" < �'-o° 12'-i° �'-i° �'-lo" I. Contractor to verify ALL notes and dimensions prior to w.H. = Water Heater AREA CALCULATIONS proceeding with work. O Livin A/C = 1,30L sq. f t. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Front Porch = 23 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have Pear Porch = 118 sq. ft. a minimum 1,400 P.S.I. fiber stress. Garage = 303 sq. ft. OPTIONAL 4. No dissimilar metals to touch. O L PATIO/SLAB 12" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. Total Under Roof= 1150 sq. ft. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0 0 a 0 0 0 0 o O' 0 ( y N shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix Total Cubic Ft = 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2" VTR 1. ALL wood in contact with concrete shall be pressure treated. J� 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. i2„ o `l. ALL plumbing fixtures to be low flow. _ o 10. Contractor to Provide Drain at water heater in accordance I�Av-1 00 COVERED o N with the current edition of the Florida Plumbing Code. MASTER DEN - PORCH _ - 11. Contractor to Provide a 2'-8" wide door at one bathroom for BATH R - BEDROOM •. handicap accessibility requirements. o ,� 12. Lowest finished floor to be set by Governing Building Department 2" _ o surveyor to set in field, WC-1 3" 13. Separation between residence and garage shall be per FBC R302.> 1, 12„ 2'JvTiz _� � �QN �Coxi) 14. Door between garage and residence shall be 1-3/4f t 20 min. rated door �- � 0 0 0 0 � 15. Wall and Ceiling shall have a flame-spread classification of not greater than 200 per FBC R302.9.1 3" 12" -1 o H 0 I�. Wall and ceiling finishes shall have a smoke-developed index of not greater than 40" per FBC R302.9.2 wM_I C4 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 2" 2°��� 0 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 3" 2• AAV materials exposed on the underside of the roof deck or on the attic walls shall comply LAUNDRY I I I Ll cy a U with F.B.C. R31� - see permit info box of code edition KTICHEN 2" o I 0 18. Gypsum board material shall conform to ASTM C3�, C19, C415, C514, C, 30, C931 I a U o [� C1002, C1041,C1111, C1118, C1218, C1395, or C139 and shall be installed 3" 2" -2" according to the following: (FBC R102.3.5) Drywall Location Orientation g Max. spacing Nall sizing options for �r J �r Thickness Framing of fasteners installation of dr wall into F' U M l N C S E C.O. Spacing y ALL WINDOWS 3 O O GREAT I ROOM Maximum wood framing members TO HAVE Nails Screws 2" x min. thickness Perpendicular 24 13 a 1 3/8" Ion with 19/64" head DRYWALL SILLS To Septic CLOSET � 0 Ceiling P " �„ 12" g OR g I 0.098" diameter x 1 1/4" long IL annular-ringed or 5d cooler nail )/2 OR Install doors thru buck into 3 ST R ( o ) Walls Either 16" 8" 16" 0.080" dia. x 1 5/8" long with block using tapcons as stated - I--1 Direction 15/64" head in product approval form on sheet I. O O _ O OR Exterior face Buck to be 2 x 6" PT '�' 1 2„ { 0" OR I O '" Gypsum board nail 0.086" dia. of wall - s R O I I I x 15/8" with 9/32" head. varies O EH �o R PW i N I O Q� Ceiling Perpendicular 24" -11, 12" 13ga 1 5/8" long with 19/64" head 34 u, `f' I DINING LL 0.098" diameter x 1 3/8" long I ROOM U annular-ringed or 6d cooler nail See product approval for hinge screw into wall req. _ A/C Tankless WH I O " rt Z s Walls Either 16" g 161, 0.092" diaO�R I �/8" long with � V Direction 1/4" head Detail at Door �1 mounted above � � 122 3/8" � o0 OR 48" a.f.f. D 1 H.B. m Z Gypsum board nail 0.0915 dia. NTS I 34 3/4"h - x I 1/8" with 19/64" head. 7-Dead wood 40"h nee wall 4" wide 0 - Q L 19. ALL ceramic t INSTALL VULKEM BLOCK SEALANT U m -1he surfaces installed shall conform to ASTM A108.1 thru A108.�, and 58"h for WH - O U A108.1, A118.1, A118.3, A13�.1 and A131.1 ON ALL JAMB, HEADER, AND GO A p - � - - - - - - - - - R - SILL BLOCK PRIOR TO BUCK 22" x 3�" _ - --- - - - v Meter Pane „ 20. Cement, fiber-cement or glass mat gypsum backers in accordance with ASTM INSTALLATION �►ttic Accessl 1-1" vingl lg T F- = U 11..1 C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall = frith light wAs ER FEIn tulllo I 0 < (� be used as backer for the wall the in tub areas and wall panels in shower areas. L - - - DRYER D1� I � 21. Insulation Including facings such as retarders or vapor permeable members installed Install windows thru buck into -� o GARAGE r =sc o 'i I - Z within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics block using tapcons as stated 0 �" 3'-�i3i�� zl I�'-�3i8" Exterior face in product approval form on sheet I. - - Z shall have a flame spread index not to exceed 25 with an accompanying smoke of wall - developed index not to exceed 450 when tested in accordance with ,ASTM E 8-f. Varies � o WI o z O insulation shall comply with F.B.C. R316. LAUNDRY l `" z Olda 0 zW r--- i - • I"x4" P.T. Buck nailed to I I - - - 00 KITCHEN Window Schedule block with case hardened nails I I I N prior to window attachment I I � Detail at UJlndowS p I 1 00 00 OL LU o 0 PRESSURE ZONE I I O O Mark Size Rough Open. Window Description NTS H B , 1 18' pantry W z O I. 4'-5%"x 4'-2 %" 54%"x 50 %8" 1 1 cabinet Z Single Hung ZONE 4 0 ; 5/8" dryeall , L a/c o ENTRY < Z > Ln N 2. 6'-2%8"x 5'-3 %s" 15" X 63 %" Single Hung ZONE 4 I STORAGE N 2'-2/2"x '-2 i8" 21/2"x 38 ie" Single Hung ZONE 4 1 1 -� two 3. 3 �Metal roofing and underlagment intstalled per Product Approval O OO OD OD 4. 3 -1 /S X 4'-2 /e 38/e x 50y8" Single Hung ZONE 4 as shown on sheet I over CDX decking - see roof sheeting O 81 O O O 0 O O Id E) ol I IO OI IO Oy y yI z N N !,-- *k attachment diagram on roof plan. ALL Windows to be aluminum windows w/ tint ® ® U NN a and mullions per elevations. 12 PRE-ENGINEERED TRUSSES 5 „ 5 „ ALL windows to withstand pressures in permit info box on sheet 1 4 at 24"o.c. TYPICAL 2'-8" Io'-o" 6'-�3i8" 2'-4 /e 2'-� /e �'-�3i16" �'-�3i16" 0 3 fn ALL windows In bathrooms t0 be tempered Truss mfg to provide level (shop drawings by manufacturer) ­_ ILLI X All rough opening dimensions to be verified by contractor return to be I" short of wall 1q'-o3ie" �'-�r4" 11'-23i8" _ � N U_ with manufacturer s specs rior t0 construction Aluminum Drip r v p p Edge t Fascia R-30 blown fiberglass 2" x 4" Sub-Fascia in bottom chord of trusses < •� D oor Schedule 12" Kaycan full o vent vinyl soffit installed I/2V " drywall with smooth finish � � per product approval form on sheet I. Two rows of beam block filled with concrete Size and (1) 45 bar cont. in each row. Substitute Mark Rough Opening Door Description PRESSURE ZONE precast lintel filled with concrete and (1) 45 I" x 4" nailer attached to bar cont. for bottom row over openings A 10'-0" X 1'-0" 120" x 84" Overhead Garage Door ZONE 5 level return with (2) 8d „ a „ ring shank nails with min. 1.5" 1/2" drywall over I" x furringg B 3'-on X b'-8" 41 /4 x 83/4 Fiberglass Panel - Inswing ZONE 4 penetration into soffit framing strips at 16" o.c. with R4.1 fi-foil Frn bottom insulation on typical 8" Block walls C C-0" 6 X '-8" 14 x 81 /2` oP arecess Sliding Glass Door ZONE 4 5/8" thick light textured = All drywall to be installed per FBC R-102.3.1 „ _stucco on typical concrete and shall meet all pertaining ASTM codes. D 2 -8 X 6 -8 Solid Core - Wood - 6-Panel -Bi-Fold Finished 32 x 81 /2 block construction � Mortar to be Type "M" only proportioned��pper FBC R601.1 and Mortar Joints shall comp y with FBC R601.2.1. E 2'-8" X (.'-8" Solid Core - Wood - 6-Panel Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert. w/ SHEET NO: F 2'-8" x C-8" x 1 %" Solid Core - Wood - 6-Panel - Pocket 30" overlap Fill cell with grout and s at each filled cell ll) 45 bar vert. (typical). G 2'-8" X 6 -8 X 1 /4 Solid Core Wood Steel, or Masonite Door (20 min rated) Max, spacing shall not exceed I" x b" P.T. Buck nailed to 48" unless otherwise noted Masonry Beam block with case hardened nails H 5'-0" X C-8" Solid Core - Wood - Pocket Wood see foundation plan notes for prior to door attachment J - - - ass spacing at openings " • . 2'-6" X 6'-8" Solid Core Wood 6-Panel BI-FOLD 1" X `" P.T. Buck nailed to OF 4" concrete slab with fibermesh OR block with case hardened nails 6"x6" 410/10 WWM on 6 mil Vis ueen over pand Iambs rior to door attachment head K 2'-8" X JOB NUMBER: 6'-8" Solid Core Wood- - 6-Panel clean compacted termite treated fill a� L 2'-0" X 6'-8" Solid Core Wood, Steel, or Masonite Door (20 min rated) .. Maso y wall 21 - 110B nr� Install SGD Frame thru buck into M Grade _ block using tapcons as stated 2'-O X 6 -8 Solid Core - Wood - 6-Panel - BI-FOLD _ in product approval form on sheet 1. N 2'-(." X 6 -8 Solid Core - Wood - 6-Panel d; .' �_ ADDRESS: ���OOD00000p Head Install SGD Frame thru buck into 83 L.A S C A S I T A S 1 . ��O� �� ,ALL Exterior doors to withstand pressures stated in permit infoU 1 sliding door block using tapcons as stated oo�po° . o�oo 0 box On Sheet 41 -� 14"w x 18 Concrete footing in product approval form on sheet I. o�a with (2) 45 bars cont. and 45 Verify sill attachment req. 14 transverse bars at 48 o.c, with T ical Flooring Jamb o o GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL " sheeprl duct approval on yP Digitally signed by oo o° WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET I Sliding Door D e t a l l Daniel R. Braden ��°o° �����® All rough opening dimensions to be verified by contractor T Y f C L_ SECTION ry At Masonrg Wall NTS _r.. Date: 2021 .04.29 ;. O. With manufacturer s specs prior to construction _ Bottom Track 10:26:19 -04'00' ��. Q�0w���o�o Scale 1/2 - 1 -O Sill ����o000Doo�� FOUNE) ;4TION PLAN r - - - - — — — -- SCALE: 1/4" = 1'—O" I o F4 STRUCTURz4L MOTES . 3�' 0„ 1 F4 I. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY 25'-2" 8'-Io„ 12 ' ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS OPTIONAL PATIO/SLA 0 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12 CONTRACTOR TO PROVIDE SOLID FILLED CELL ANDS 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 O O O O _ _ O D O O O 0 O _ _ _ _ -' _ UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS O — — - -y--y- -y- — — — — — — ----- — — N CONSTRUCTION 6'-0" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION I FI F1 I F4 z L 7 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. 0 BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM I I Rear Patio/Slab I CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: I O to be poured separate PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. I from the house slab. 4 `�•• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 14. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-16, t O ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30� STEEL. I �i N BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS I 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I FI I SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. W FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, I I CL 0 I � �• SLAB ON GRADE TO BE A MINIMUM -4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. o WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR �o a�� BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: `n °i Im a (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: O O O O 0 O MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" 0 I FI — — — — — — �— — 0 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 1-1. LAP ALL REINFORCING STEEL A MINIMUM OF -48 BAR DIAMETERS. Rear Patio/Slab to 3 BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF I a I CLEAN GRANULAR SAND CONTAINING LESS THAN 10% be flush with bottom of MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI sliding door recess. a �y � U IV) PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE I Slope 1/2" I I u STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM 0 I I � COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 1$2. MIN. Fb AS FOLLOWS: a U PROCTOR VALUE. 2" x -f" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI I I O 13 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 9-15 PSI I I DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE 4" concrete slab with fibermesh OR ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 0 6"x6" 410/10 WWM on 6 mil Visqueen over q 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH I clean compacted termite treated fill I 0 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 10° CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New o o I I o FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... Construction as per F.B.C. R318.1 5 bar vert. w/ CONTRACTOR TO REFERENCE F.B.C—R P o Io 0 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS -iOL' tu (1) 45 bar vert. (typical). at each filled c Max. spacing shall not exceed [EM �o R b 48" unless otherwise noted I — — — — .s I F- LL Wood 0 k) U see foundation plan notes for Thicken edge to 8"x8" � Base spacing at openings with concrete and 4" concrete slab with fibermesh OR �, Le FI U one 45 bar continuous 6"x6" 410/10 WWM on 10 mil Vlsqueen over �r — — — — — — Y1 — I p I F_ 4 concrete slab with fibermesh OR clean compacted termite treated fill � , O z < 6 x6 410/10 WWM on 6 mil Vlsqueen over P A/C Tankless clean compacted termite treated fill GRADE 1 mounted above '4" - eO -oo Grade ao Z 00 m I � I I I O Q I o - u - III GO A I OD � u — 3„ Meter Pane pN -i 14"w x 18"d Concrete footing E N LASHERwith (2) 45 bars cont., and 45 PORCH t�A B EDGE D E T,41 L F5 L- - , AND Dw 3„ transverse bars at 48 o.c. _ ,- > I I DRYER 3" SCALE 1/2 - I O _ LLJ E� — Q Q 14 45 bar vert. w/ E _ I 4#� �° I Z TYPIC,4L FOOTING DET,41L 30" overly o I O � 14' o" `� ' I l P _ z ' at each filled cell I cy o� I I 0 a 4" concrete slab with fibermesh OR 45 bar cont. in curb Fill cell with grout and I N U (1) 45 bar vert. (typical). .)�D a 6"x6" 410/10 WWM on 10 mil Yisqueen over Max. spacing shall not exceed o3 o (�I clean compacted termite treated fill 48" unless otherwise noted I E Curb heightWood v0 0 #5 bar cont. Verify based on Base see foundation plan notes for I o� uLU r — — . — foundation plan spacing at openings uQ I I O O O O I FI I +•s— (�[ W o Step per 4" concrete slab with fibermesh OR I # o� I I I O = O W foundation Ian H.B. u 6 x6 �10/10 WWM on 6 mil Vlsqueen o I •� u I I I Z . :. : clean compacted termite treated fill X OD cal a � I I I FI l.l.l Grade �._.:__. O I - to _ � I I FI I o � I � � �' �N � O o wOD OD m - - -FS - - - I I- - � — J 0 0- rrL OL — — — — — 3„ 3" (2) 45 bars cont. bottom steel O O O_ 1.5 Recess for o0 0 00 00 0 - - 0 0o I z OD OD *c 1o" III Garage Door = 12" 14"w x 18"d Concrete footing v U r r Cr with (2) 45 bars cont, and 45 Cr F2 DETAIL A T GARAGE S T E P D,O W N transverse bars at 48" o.c. E s � � U r r 3 SCALE 1/2 I O 14 2'-8° Io'-o° 6 i8 3 m 12" x 12" concrete column = � Uj x J block filled with concrete 3 i 3 ca %) and l2> ul bars vert. tied 5GARAGE CURB DETAIL Contractor to provide Iq'-o �B �1'-��4 11'-2 �8 L- _ �� +, iL into lintels above (`n proper foundation chairs U :n 1Y2" of SCALE 1/2" = 1'-0" for proper steel installation � OL L- Top of footer 4J 16" below finished floor lic 12" 30"x30"xl6" concrete 30 min, column footing with (�) a #5 bars each ways "Z" bar at each cont. Extend as needed based fil 2" x 6" PT wood secured with Corner Steel L a p bottom steel bar in footing �Yerl 9 de slopes - field 30" 1/2"dia. x 6" expansion anchors adjust bar as needed based 48 min. with 2" sq. washer at 18" o.c, overhead door track secured to wood n t S on step height f 3 COLUMN FOOTING D E T,A I L jamb per manufacturer's product approval u 12" 48" H SCALE 1/2" = 1'-0" Garage Door Jamb Detail Varies - see foundation GARAGE DOOR TO WITHSTAND PRESSURES STATED plan for step height �o IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT NTS X APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL, mU OF 5. Filled Cell Masonry Column With One JOB NUMBER: 45 From Footing To Beam Each. Filled Cell Masonry Column With One X Grout fill To Be 3000 PSI 1*5 From Footing To Tie Beam 21 - 110B See Floor Plan For Location Grout fill To Be 3000 PSI �8" 23 FOOTING SCHEDULE See Floor Plan For Location m Varies - see foundation ADDRESS: OODOO Mark Size Description plan for step height T /� 00�� O� �Z - Cont. steel in bottom of footing 83 L A S C A S T I A S �0 u FI 14 W x 18 D MONOLITHIC FOOTING WITH 2 US BARS CONTINUOUS ��;;.;• i;:�J_:: � � moo° a o� F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS ::^':' •� ••:''� ���1�R.L3M 0 %'• STEPPED FOOTING DETAIL o° o�� t* °o o D F 30" x 30" x 16"D COLUMN FOOTING WITH (4) U5 BARS EACH WAY Digitally signed by o o ° Scale: I/2" = l�_o�� °oe o° Daniel R. Braden 1`1� o AR o F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS S I n g l e Filled Cell Column o�0 14"w x 1s"D Double Filled Cell ColumnDate: 2021 .04.29 poi ° oo�000 F5 MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB 0'-0" With Curb at Garage NTS NTS 0:26:35 -04'00' o Provide 45 bars with 12" min, lap 45 cont. beam steel to run Trusses at 24" o.c. Into beam and 48 bar dia. Into through lintel and tie to see shop drawings vert, filled cell, Xdown rods in jamb cells. HIP ROOF SHEETING bg others --- ATTACHMENT DETAIL R-30 Batts Strap Girder truss to wall using Simpson - ------_ I. Minimum Nail Size = 8d angular ring shank (min. 2" long) MGT strap with (U 5/8" dia. ,4TR ------------- - ----- ------ ------ ------ ------ ----- - - pp 2. Minimum Screw Size = 48 x 2" embeded 12 min, in concrete and 3. Minimum Sheathing Thickness 19/32" COX PI wood (22> IOd nails into wood beam 9 R-19 batts see blocking detail on this sheet Provide Cast-Crete 4, Use permlit �nfo boxsonathesenp�ans foe for er3 stated R-19 batts 8U16-IBAT precast ! HETA 20 lintel set in mortar I a l Min. 8" Bearing ® 4 FT 3Q i I. : I Fill lintel solid with I I- rout. Provide PT Buck TYPICAL g Grout Felled Cell GABLE - NIX Frame ceiling transition 1 i attached per iamb i ° : ! A TYPICAL g BI L60 BI L,45 BI L90 _ etails into filled cell "_ k� 2 HIP as needed using metal studs field verify exact configuration BI BI a I ° , 4 FT 4 FT I ® and sizes Drywall ceiling I I 4" Pre-cast I`, I i f� I t see typical section W Ceiling transition Insulation Detail N o O 4 FT I ; N ' A� I I Provide 45 bars with 12" min, lap � n t S d) BI LIII ' ! I into footing and 48 bar dia. into ® 4 FT 4 FT Vert. filled cell. ! I I` Max. BI W Ke Zone Ede Field Fastener Pressure BI 2 •• E 2R 6„ 6 8d ring shank 45 psf a 2 4" 6 8d ringshank -T6 psf O Concrete Footin 2N/3E/3R �{" �{" 8d ring shank 84 psf O • d. g "d .. See foundation plan for N d or exact sizes H DET ,4IL 4T WINDOW OPENINGS IN LLI L I 3 � Scale: 1/2" = 1'-0" a a- C B S WALL SINGLE PLY REAR GIRDER TRUSS I 0 cy VkF _ a `rQ UQ Nail 2" x 4" blocking to vert. leg of � L I (� 0 truss with IOd x 1.5 nails at 4" o.c. LQ CQ <r Install Simpson MGT into wall using BI v I — BI 5/8" dia. threaded rod set min. 12' IN into wet beam and (22) IOd nails into truss —= — Verify with Plan (L I U E Concrete Z Lintel 12 x 12 � Column Block o u7 - L20 BI z 6rn � N TRUSS BLOCKING DETAIL - M to Rebar AT GIRDER STRAPPING z � � Rebar 48 Bar Did. ,�, , I '�� U_ Min. Overlap AT CENTER BEARING POINT U W Column to Lintel /4 ttachment IF -1 Z NTS � I Z 7 7 7 —1 0 o Q W U 22' x 3L' v BEAM SCHEDULE Mete Panel �`tithlight"� SLOPE 4 UJ v _ < U Mark Size and Description 0 12 Lu Two rows of beam block filled with concrete and 1 45 bar Z BI continuous In each row. Hook vert. bar over top bar with < SLOPE Metal ro ng and underlayment intstalled per Product Appr Val Z ' 45 900 bend bar with a 10" min. lap at top bar. F- as show on sheet I over CDX decking - see roof sheetin W attac ent dia ram on roof Ian. _ (2) HETA 20 (2) HETA 20 Straps one each Straps one each side of truss side of truss Additional Precast Lintel „ „ „ „ u5 bars Lintel Bar Clear A B Aluminum Drip • - Edge t Fascia Brace Gable end L31 BI N '• T..:• `•:•••'•'•:•• CLEAR thick 26ht textured stucco installed per with 2" x 4" SYP #2 UJ �Length Length pan ars ars /s" p m r :' 1 ASTM C 9 over ASTM D type 2 paper backed 8ft back nailed to bottom N (L (�[ W O O • ► ► 2'-10" 2'-8" I'-6" 2,u3 none wire lath nailed to substrate through one layer of of top chords using (2) 10d _ Q = u ASTM D T e 2 felt paper using 8d nails. Substrate nails at each truss J Z Z ui O t----y ----y ----y to be 19/32r COX PI wood nailed d 6" over in field Flash and Counter BI HE A 2 3'-4" 2'-2" 2,U3 none y flash N BI W OD and edges with 10d ring shank nails into studs. 8F8-OBAT 8F8-IBAT BPS-IB/2T B I < Z } Lo OD O 4'-O" 3'-10" 2'-8" 2,u3 none Nail ledger to NN Additional gable end truss BI B1 BI Q aD aD U 45 bars with (2) IOd roils 1 I < CLEA .'.: , '':,�:' 4'-6" 4'-4" 3'-2" 2,u3 none BI LIO BI L`FS BI L3I BI 0- rr L ne Row of "H" ".:;, ':; at each web :. Block Above :,'.:' S'-4" 5'-2" 4'-O" 23 none Metal roofing and underlayment intstalled per Product Approval 1 °D�y as shown on sheet I over COX decking - see roof sheeting :,• , . z N � attachment diagram on roof plan. O ..�. .'`' •' .I Precast Lintel 4'-(," NJ 2,U4 none U NN � 6'-6" 6'-4" 5'-4" 2,U4 none Simpson HETA 20 or equal 12 HETA 20 HETA 20 Orr 3 Cr Additional p q U r r 45 bars � __y hurricane anchor at each truss PRE-ENGINEEIeED WOOD TRUSSES 0 3 (n 6'-2" 2,U5 none with (10) IOd x 1 1/2" nails 4 a „ W 3 ( 24" o.c.) supporting Max. 24 over TYPICAL NOTES: none 1810lbs. uplift l shop drawings bg manufacturer ) (� _ L4 �� LL -1 I. min. coverage of steel=1.5" Truss mfg to rovide level U N 2. min. bearing required 9 ea. end=8" ALL reinforcing steel Is grade (O. 9WC91iM9 3. standard for reinf. steel=ASTM A615 return t0 be short Of Wall � tr d L fa TYPICAL LINTEL SECTION Aluminum DripAyyD < '; PRECAST CONCRETE ) Edge I Fascia R-30 blown fiberglass � 5/8" thick stucco on 3/8" hi-rib lath in bottom chord of trusses 2 x 4 Sub—FaselB 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" penetration into per product approval form on sheet I. horizontal wood framing and 3/4" penetration TWO rows of beam block filled With concrete SCHEDULE � � � into vertical wood framing members .:::��__and (I) tt5 bar cont. In each row. Substitute LINTELprecast lintel filled with concrete and (1) 45 I" x 4" nailer attached to bar cont, for bottom row over openings level return with (2) 8d Window Rows of Max. Max. Max. ring shank nails with min. 1.5" I/2" dr wall over I" x furring or D "H" Block Gravity llphPt Lateral penetration into soffit framing 5/8" thick light textured stri s a 16" over with urr PI-foil Mark unit Lintel Above Bottom Top Load Load Load P Width Size Specification " " steel Size Steel Sire (PLF) IPLF) (PLF) stucco on typical concrete insulation on t ical 8" Block walls 12" x 12" concrete column block construction yP L22 2'-2' V-L" SFIL-IB/IT ONE 1 u5 1 u5 L113 3541 2854 block filled with concrete Varies - see Ian - All drywall to be installed per FBC R�02.3.1 and (2) u1 bars Vert, tied P and shall meet all pertaining ASTM codes. L31 2'-L" 4'-0" SFIL-IB/IT ONE 1 u5 1 #5 2931 3019 2128 into lintels above co Mortar to be Type "M" one proportioned perFBC R601.1 2'-e' 45 bar Vert. w/ and Mortar joints shall coinppyy with FBC f260�.2.1, SHEET T *I thicken edge to 8"x8" 30" overlap Provide Dur O-Rock at all wet areas (ex, showers, tubs etc...) `�H I I�O L45 4'-5" V-10" BFIL-IBAT ONE 1 u5 1 #5 43LO 2093 94L with concrete and at each filled cell L50 5'-0' C-C BFIL-ISAT ONE I u5 1 u5 3480 1880 1204 one O bar continuous BEYOND FIII cell with Grout and LLO V-8" T-L" 8FIL-115AT ONE 1 u5 1 85 2661 IL34 891 Rear Patio/Slab to (1) 45 bar Vert. (typical). ROOF: LBO 8'-O" 9'-4" SFIL-IBAT ONE 1 u5 1 85 1843 113S 139 be flush with bottom of Max, spacing shall not exceed /4 N sliding door recess. Wood 48" unless otherwise noted OP rj. L90 9'-0" 10'-L' SFIL-IB/IT ONE I u5 I u5 1533 914 519 To of footer Base see foundation plan notes for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET L90B 9'-O" 10'-L' SFIL-IB/IT ONE 1 u5 1 85 1533 914 519 16"Top finished floor spacing at openings d JOB NUMBER: LI00 10'-0" II'-4' SFIL-IB/IT ONE 1 u5 1 85 13LL 198 L04 Step per foundation plan " concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET ADDRESS: (."x(." Lilo/10 WWM on 6 ill Vlsqueen over TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURED 83 LIOOB 10'-0" II'-4' SFIL-IB/IT ONE I u5 I 85 13LL 198 G04 Slope per foundation plan °D clean compacted termite treated fill L S C S I T S 2 1 — 1 1 O B L120 12'-O' 13'-4" 8FIL-IBAT ONE 1 u5 1 #5 1015 LOL 433 - ANY CHANCES TO THIS PLAN SHALL BE SUBMITTED TO THE L120B 12'-O" 13'-4" 8FIL-IBAT ONE I u5 I u5 1015 406 433 " ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 0000OD00000 L140 14'-O' 15'-4' 8FIL-115AT ONE 1 u5 1 85 1250 485 341 — ALL Ti�USS TO Ti�USS CONNECTIONS BY o �� °°°° °�o�o 0 LILO IL'-O" Il'-4' SF8-IB/IT ONE I u5 1 u5 950 404 251 - LILOB IC-ON Il'-4' 8FIL-IB/IT ONE I u5 I u5 950 404 251 �- - TRUSS MANUFACTURER p o _ ALL — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR o°� o � R.0 o - LINTELS TSHALL ELS HBELFBEED SOLID WIT MADE BY H 3000 PSI CONCRETE LINTELS tH I— TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Digitally signed by o0 0 0 � ®� ® � o� o - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING - IFE 14" �1 — Daniel R. Braden ��° AR as°0 CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO ate° c� o LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. _I _ �_ F 3 T 4 b I C a l Section C t I O n a t Front t P O r e h PROVIDE O V I D E FORM M BOARD A Iz D SURVEY fi`V E Y T O TRUSS U S S COMPANY MPANY PRIOR I O P T O Date: 2021 .04.29 REQUIREMENTS LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Scale : 1/2" = I'—O" TRUSS CONSTRUCTION 10:26:51 -04'00' ���OOOD�a PANEL "A" Poles BR Load wire Description circtt circtt Description wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range tt6 12.0 kw 50 2 1 20 1.2 kw #12 Clothes washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 6 Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. I 8 1 20 #12 Bathroom Recepts 9 10 Air Cond sor 410 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 12 I 20 1.2 kw tt12 Microwave 13 14 Air Hand( r tt10 5.0 kw 30 2 OPTIONAL OPTIONAL I is #14 General Lighting i5 16 PATIO/SLAB PATIO/SLAB 1 15 #14 General Lighting Il 18 WH 410 5.0 kw 25 2 - - - - - - - - - - - - - - - 1 15 #14 General Lighting 1920 T:: 1 15 #14 General Lighting 21 22 CsDO #12 0.81 KW 20 1 1 15 #14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 2-1 28 Spare 124 CFM Spare 29 30 Spare IOXIOXZ COVERED 12xl2x9 © PORCH PANEL "A" LOAD CALCULATION SHEET B rA COVERED MASTER © ❑N wP GFcl Load Description 0t . Watts Total(Watts) I/�I DEN PORCH BEDROOM Generalireneral Lighting (3 watts sq. ft.) IL09 3 4.821 13 MAST R r<T A EDR M N a •• Small Appliance Circuit(s) 2 1,500 3,000 I Range 1 12,000 12,000 I 149 CFM Refrigerator 1 1,200 1,200 I 12x6 r xl a Microwave 1 1,500 1,500 I I Dish Washer 1 1,200 1,200 1 CFM I Clothes Washer 1 1,200 1,200 IOxIOx� Clothes Dryer I 5,000 5,000 I I IPEFF- S Water Heater 1 15,200 15,200 I Garage Door Opener 1 810 810 13 CFM Total Watts 45.931 8x4x4 First 10000 Watts $100% 1 10,000 10,000 r� r I I�fXl�f I cFcl I a (� Remainder 35.931 $40% 1 O 14.348 I� ------ ----- `-J 5 CFM Electric Heat or A/C 10,000 965% 1 10,000 10,000 gjq lO 8x4x4 112 CFM I 112 CFM Calculated Load Watts 34X74 IOXIOXI8 I IO)dOx18 GREAT I ROOM Voltage 240 M' Calculated Wattage Divided bg Voltage = Total Amps 143.22 C L O T gox GREAT I ROOM CLOSET Panel Size Required = 150 Amps 19 CFM I LGF1 8x4x4 ° Electrical Sgmbol Legend MA ER I Install Quiet I BA H under disc. -o $ Single Pole Switch ® Recessed Can Light s R 2 CFM I not shown for I I I I EN LO R PW1) 8x,4X,4 I clarity WP C�UCI EN LO R 111���111 u N_ o U $3 Double Pole Switch ® Egeball Recessed 2.5ton 5kw 12 Exhaust Duct ° LL I O B Push Button Switch Exhaust Fan Ceiling I RI OM Thru Soffit < I CsFCI U 20x20 DINING Duplex Outlet � Ceding Mounted Light r---4 '�/C Tankless WH J ��I I ABC Tankless III I . rt Z Special Receptacle Wall Mounted Light #$I mounted above I I I1 % mounted above ROOM `J � Waterproofgroundfault circuit 48" a.f.f. r--.j H.B. 48" a.f.f. H.B. P. F .s Light with Pull Chain (attic) Z ® Floor Duplex Outlet © Computer Connection Jack HIMES O JV Pull chain m 0 Carbon Monowde Detector Flood Light j - - - - - light in atticP� - - - - - - O U TQ Thermostat I� Electrical Panel 150 Amp _ _ ------_____ 15 O Amp _ _ _ _ _ _ _ e�Fc1 _ _ _ _ - l ® Meter Panel r22" x SG" „� - s-z�--------T Meter Panel r22" - - �� - - - - - - - ( ) v Central Vac 8 Electrical Meter 1,4ttic AccsKl STACK 1FEIn 18" �4ttic e sal Was CsFCI c�Fc1 ° tr1811 ash v ® Smoke Detector CeilingPan L with tight I WA ND R D� trash I w b t I I W F �Fcl J ullou i AND cFcl ullou ® Television Jack DRYER rR - - = I O nel DRYER - - - dFC1 L ❑= Telephone Jack , A/C Disconnect �� ° I GA RAGE l # ° ' Z 2- S location 2- GARAGE I �I d, I d ® I x 4 Florescent Light ® 2 x 4 Florescent Light 8x4x4 `-'� - - - IZI CFM GFCI - - - J Z ' ® Speaker Hook-Up 12x6x� ° a FB = JUNCTION BOX TO SUPPORT A FAN LAUN Y O Garage LAUN RY 0 r-------------------i KITCHEN a o r Door TCHEN a la GFCI Opener --------- -- ------� O = THERMOSTAT LOCATION I I s m B/A = BALANCED AIR i i - I I CFCI Ci F C I uJ o 0 GF H.B. I I fn 38 CFM H B i i E N R Y� E- Z v 0 FIELD VERIFY SERVICE LOCATION RESPECIYE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW I I 8x4x4 ENTRY I I CFCI Cr R ' Z � LLo OD u O I I ST��4GE I I I A/C Wire For < N N Qb A/C disc. A/C disc. I I w I I STORAGE Front Post - Q aD aD� U 42/0 AL SER Cable I I I I I UJP CsFCI GFCI I Light QL I I < (3) Ul THHN Copper With 41 Grnd OD OD� r-r- L � 2" PVC Schedule 1 Z N N 40 conduit 2" PVC Schedule __� 150 40 conduit sleeve AMP P O (�1(�1 � MCB into attic MCB U >->- Cr PANEL AHU PANEL AHU A, 0 U r r 3 �!J f<1 200a rated 200a rated o t meter can meter can � (� - LU � � �0 oDUCTELECTRIC /4L FL /4N L_ _ t6 �� LL METER METER , ` Intersystem bonding Intersystem bonding I �� - - �� U r ` fo 2I' PVC ( FPL Termination point 2II PVC ( FPL�� Termination point S CA L E . 1 / -f 1 O _ ' - // < �+ schedule 80 schedule 80 SCALE : 1 / 4 " 1 O +, � to 2" rigid service FPL 2" rigid service FPL Post Light with / o Photo cell SEC Bare ub co per wire [SEC Bare ub co per wire to (2) 8'-0 Galvanzied to (2) 8'-CP Galvanzied n, ground rods ground rods41 �!J u ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER o Lfl - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS cv 'L-_ - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. e, Q) manufacturers recommendations which manufacturers recommendations which > o shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment I - Verify AIC/KIC Rating prior to ordering equipment 2, c uE T *I O; .71-I I I�l ELECTRIC NOTES: 15. Contractor shall guarantee all materials and workmanship20. All equipment and anel sizes shall be verified before F. 1 I. Use copper wire only from panel to devices f P h 2. Provide and wire all required smoke ( Carbon free of defects or a period of not less than two gears from ordering. The contractor shall provide circuit routings to OF �. Monoxide detectors. the date of acceptance or certificate of occupancg, or one suit the job conditions. B. Contractor to verify location of electrical gear from closing sale of house.service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans ADDRESS: 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. 5. ALL exterior outlets to be WP/GFCI protected, other phase of installation that mag have been damaged. 1 - 110 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show everg minor detail 22• All raceways and pipes placed in or through any concrete 83 L A S C A S I T A S 2'1. 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 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 RM1402 the requirements necessary for the equipment to be placed in Attic: � a ����ODOO000 9. A/C RefrigPerant lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT A t t I C V e n t I n Calculations F S C 23001 .1 ��J _ sleeved in VC 1-1. All work shall be done in accordance with the N.E.C. and conduit. q d 10. ALL A/C Equipment shall comply with energg calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per Total Attic: S hh a C G - 1 12 -f S f t. 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utilitg FBC RM1502 r q' _L�o�R4Oo 0 contractor, the completed system shall be fully operative. and telephone compang. Venting - Digitally signed b Oe o o�� ®�� °o o O 12. Contractor shall pay for all fees, permits, testing, and 1 / 1 5 O - 1 2 .8 2 s q, f t, r e q u i r e d g y g y ° ° inspections including blower testing where required. 18. The electrical system shall be completelg and effectively Daniel R. Braden O,�J° AR977® 13. All work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. o�°° -0 interference with the progress of construction. P r OY I d G� Continuous t I n u ou s Vented Soffit Date: 2021 .04.29 `�.�o°°° 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' oe�} °° ��O �0 against the public liabilitg and propertg damage for the labels where applicable. 10:27:06 -04'00' oo G3°°� 0°�3 J duration of the work.