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HomeMy WebLinkAboutBUILDING PLAN 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 4 SLOPE SLOPE 1 -4 8'-1" T.O.B. Ll 8 -I T.O.B. -0 w � 2" 2" 2" 12" p1 O.H 0,H. H. .H. Q[ © � U O 5/8" thick light textured - O ` stucco on typical concrete 5/8" thick x 8"w cut O E block construction coral finished stucco bands o •• C U 0'-0" = Finished Floor a 0'-O" = Finished Floor �y N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1. - - - - - - - - - - - - - - - - - - - - - - O I I 5/8" thick x 8"w cut Finish Columns with 5/8" thick light textured Finish Columns with !t) � CO coral finished stucco bands 5/8" thick cut coral stucco on typical concrete 5/8" thick cut coral finished stucco bands block construction f Inlshed stucco bands LEFT ELEVATION REAR ELEVATION ACyau SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 0 U U Q � U Truss mfg to provide level (] return to be I" short of wall Aluminum Drip O Edge & Fascia Metal roofingand underla ment intstalled per Product Approval 2" x 4" Sub-Fascia Metal roofing and underlayment intstalled per Product Approval y p pp I x 4 nailer attached to 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. Kagcan full o vent vinyl soffit installed I level return with (2) 8d per product approval form on sheet I. ring shank nails with min. 1.5" penetration into soffit framing '1/8" Thick cut coral stucco over paper TYPICAL SOFFIT DETAIL backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate NTS be 19/32" COX Plywood Walled at 6" o.c.in , In field and edges with IOd ring shank galvanized � V nails into truss webbing.12LL SLOPE 14 12 SLOPE 14 Z 8'-1" T.O.B. Z Q < � 2" 12" 8'-1" T.O.B. H. . ® ® H. l L 12" V 5/8„ 2„thick x 8 w cut El ® ® 5/8" thick x 8"w cut (� H- coral finished stucco bands H 00 El coral finished stucco bands 1. 5/8" thick x 8"w cut O Z 3 3 coral finished stucco bands Z thick light textured ~ stucco on typical concrete block construction Finish Columns with „ Gara 0'-4" A.F.F. . Floor O'-O" Finished Floor 5/8 thick light textured - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 5/8 thick cut coral stucco on typical concrete w< finished stucco bands block construction d) W o O FRONT ELEVATION � � � o RIGHT ELEVATION zUJ zOm � o SCALE: 1/4" as 1'-0" Z Ln oo v O SCALE: 1/4" = 1'-0" w< < > NN U E < 00 L < 1 Z: °°°° PERMITTING INFORMATION (FORM 100) o U Cr Product Approval Submittal Affidavit Florida Building Code Residential: 1TH Edition and ASCE 1-14 for Wind Loading 2R Cr 1. 3E 2x LLL Rex W U c<1 BuildingDel n is: Enclosed Risk Categor II Wind Speed: 145 mph ultimate H_ W Opening Schedule Swing Doors. Overhead Doors, sliding Doors. Windows t Skglights Mean oof eight: IS,-8" Roof Pitch: 4:12 1°-20°) 2E 3E fa LL Internal Pressure CoCoe rent: ±0_18 3E I' L U ~ d) Opening NOA/FL TEST Design Pressure LLLLL -D .0 Product Model u Manufacturer Glass Attachment method Expiration g 1/2 drywall ceiling on truss bottom cord Subjectability to damage from: Weathering: Negligible Termites:Veru Heavu 2 2E 5 r_ Tgpe NUMBER Date of Approved Tests 2" x 4" top plate 1,2,3 Single Hun SH-1�00A 5/16" 1/�4" dia. tapcons w/ min. 1 3/8" penetration to be Width of Roof End Zone: '�'-0° 3 4 3E 4 � FLU 239.4 g g PGT spaced per product approval. Contractor shall adhere to + 65.0/-80.0 PSI: Wind Exposure Classification: C t4 Impact min. edge distances specified in Product approval Adjustment factor for Exposure Height Using Allowable Stress Design and nits x MUCKto `an`rete a wit i filled at wit Load Combination per ASCE 1-10 S 5 Overhead Model 824/811 1) 85 bar Vert. sang 3/8• X�• Hi1ti HLC sleeve anchors at le- Section 2.4 DL+LL; DL+O.dWL; O.6DL+O.6WL A FLU 15311,� 18'-2" max. width p tl,g th 1.25' dia. washers with min. 4' edge distance. Install track to back +50.0/-60.0 PSF 1.00 = GABLE ROOF FROM Garage Door 16'-0" max height mn.iiof515' a I 5/8' full -GC togatrlct` adhere bracket maintaining EX Height Ad Factor: x Load Combo Factor 0.� 0.4 applied below Door Coin an rovide 1/IL' hnut washer on roller shafts, P approval P 9 J PP 2:12 TO 8:12 PITCH I/4" dia. tapcon with min 1.25" embedment at L" max GABLE ROOF Components t Cladding Wind Pressure: Q) B FLU 15213.1 Fiberglass Smooth Plast-Pro from corners and 14.5" o.c. max. thereafter in jambs. +65.0/-10.0 P g Ttt 9 Fiberglass Zone: �Nil 2E +15.0/-39.0 psf V I/•4" dia. to cons w/ min. 1 3/•4" penetration to be Zone: 2R. 3E +15,0/-51.0 pat 2R Sliding Glass Series ��O I" nom spaced er product a royal. Cotractor shall adhere to I• 3 C F L 4 251.4 P P „ p PP + 60.0 PSF I/2 drywall on Zone: 3R +15.0/-69.0 psf 2R 2E L PGT Door SGO Type GSA min. 2 I/2 edge distances specified in Product approval 2E 2" x �{" studs at 16" o.c. HIP ROOF Components t Cladding Wind Pressure: 3 Zone: 1 +18.0/-31.0 psf 2R Product NOA/FL Model Manufacturer Attachment Method TEST Design Pressure Zone: 2E/3E +18.0/-41.0 psf 2E NUMBER Da a of Approved Tests Zone: 2R +18.0/-53.0 psf 3 1' ` 2R uu For CMU use (2) I/4" x 2 3/4" tapcons with min 1 1/q" embedment Components t Cladding Wall End Zone Width: 3'-0° LLLL 2E 5 SHEET T I�l O; CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip using l4) ttl0 x 1.25" -4 3 �{ Mullions FLU 153S3.8 vertical mullion and doors self tapping screws per clip as shown in product approval. ± 118.9 PSF WALL Components t Cladding Wind Pressure:Zone 4: +23.0/-25.0 psf Zone 5: +23.0/-31.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: 5 ` ` . 2L �ga 5v crimp metal roofing attached to I wood deck using tt9-15 x 1.5" Roof Zone 4" concrete slab with fibermesh OR P 9 g RODE FLU 33818.2 5V Crimp Gulf Coast Supply HWH wood screws with self sealing washer a��2" o.c. max spacing per System 1/2E/2R: 6"x6" 410/10 WWM on 6 mil Visqueen over Zone 5: +32.0/-41.0 pat HIP ROOF 2:12 Metal Roofing no. 5V-Tgpe I for max pressure -g4.25 pat. Install per sgstem 51( type 2 TO 8.12 PITCH and manufacturing for max. pressure of -13.0 pat. Fasteners shall be installed through underlag- - 94.25 PSF clean compacted termite treated fell Shear Walls Considered for Structure? Yes OF 5, ment and attached to/through I wood per sheeting attachment detail on roof 2N/3/3E/3R: Continuous Load Path Provided? plan. Plgwood to be 19/32 Cp8X. -131.0 PSF base-board 2 x 4 P.T, bottom plate e8 O= Roof Zone 1 JOB NUMBER: Are Components an Cladding Details Provided?Yes Walls Zone 4 Install two lagers of Tgvek horizontal)g in shingle stele fashion using 'f" and Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi FLU 20816.1 DuPont Protec 160 L" overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along 't:' ;.:;z END ZONE - 21 B DuPont ��� �� � ` y 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 lager using APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Walls Zone 5 24" undercourse strip parallel to eave edge and cover with full sheet. Overlapsuccessive sheets b 24" I.A.W. product approval installation instructi4cris. �DOD000 p p g p CORNER ZONE oo ��.Or �QO o 00 Stucco on Block Interior >\l On- B e a r I n F a r t I t I on ROOF LIVE LOAD: 2� sP ROOF DEAD LOAD: 15 sP Attic w/out storage: 10 sf � = Roof Zones 3/3E/3R � e � Siding nts FLOOR LIVE LOAD: 40 sP FLOOR DEAD LOAD: 1O sf Attic with storage: -2-0- sf Roof Zone 2N oO�Q`�°°°°° °°°o�i�O o Instal using " x T battens attached to wall using 3/I V dia. �o Soffit FLU 16503.1 12 Tripple 4 with I" min. embedment into wall. Attach Soffit channel to wall using 0° ���R.BR � O Full-O-Vent Sin le Kaycan LTD 0.091" dia. x 1.5" T-nails at 12" o.c. er detail C in P.A. Install J ± 55.6 PSF 0° O SPAN VINYL S_0FFI channel to bottom of fascia using staples into soffit and same T-nalls Digitally signed by Da oo o° at hem and in voile s er detail-A in P.A. ( roduct a royal) ELEVATION DOTES: ALL CONTRACTOR 1.U,41z1z,4NTIES BEGIN WHEN THE CLOSING °a Daniel R. Braden ARy777®o ° RETURN ALL STUCCO BANDS TO WINDOW OCCURS BETWEEN THE BUYER AND WYN NE BUILDING CORE. � o I have reviewed the above and approved It bg mg seal below. ( Architect or Engineer of Record ) OR DOOR. Date: 2021 .08.19 a���° ,4>�lD WILL CO>�ITII�IU� �Olz ONE Y��4� FROM THAT DATE 14:42:5 7 -04 00 1 ��00000OD���� FLOOR FL /4N OPTIONAL P,4Ti0/SL,4B TYPICAL NOTES: SCALE I/4" = I'-O" � CR /4SH FOST DET ,,41L AREA CALCULATIONS < N_T.s. Living A/C = I'f'f,o sq, ft. IZ" 8'-6" 1 „ �'-6" 14'-0" 1. Contractor to verifg ALL notes and dimensions prior to w.H. = Water Heater 36" high by 4" diameter Front Porch = 141 sq. ft. 2. proceeding with work, steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with - 3i8" Rear Porch = 200 sq. ft. - N OO O O 00 OO expansion bolts into Garage = 321 sq. f t ° ° ° � � 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5O ksi Steel plate) . EGRESS a minimum 1,400 P.S.I. fiber Stress. Total Under Roof= 2108 sq. ft. r - - - - - - - - 6" -4. No dissimilar metals to touch. 12" x 12" Concrete column 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. Total Cubic Ft = II,F)Id8 block filled with concrete and I I 0 i2" i2" p (2) 41 bars vert. tied Into ALL Concrete used for vertical filled cells, cont, tie beams etc., to o _ o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m ° 2• VTR o o lintels above Drywall at ceilings shall be leveled and attached to bottom chord X3is" 2�2" 1 � �L - Covered Porch w of trusses with screws per FBC R-102.3.5. 02'/2" � 2" I „ I 12 8 O rn -1. ALL wood in contact with concrete shall be pressure treated. MASTER 2 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. ° ° / BATHAV- 9. ALL plumbing fixtures to be low flow. 2 2„ LAV-I I 0 I -1 I U 10. Contractor to Provide Drain at water heater in accordance O 2„ I DD with the current edition of the Florida Plumbing Code. .. 2 we-1 wn I I © I MASTER I 0 E o 11. Contractor to Provide a 2 -8" wide door at one bathroom for " " LAUNDRY `" I U handicap accessibilitg requirements. 2,," 2'2" 2' VTRJIL 2" AAV 2.1 8'-0" to q'- " A.F.F. I BEDROOM I _ to s-I BT-I Ln u� co N 12. Lowest finished floor to be set bg Governing Building Department �2 6„ �2 I 3 Vaulted oiling I 8'-�" A.F.F. I � o (V survegor to set in field. I 2" KTICHEN I I i Coffer Ceiling cp= �p � 13. Separation between residence and garage shall be per FBC R302.6 LAV-1 G R A T o � � � 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 2" 3„ ® q O M I o Ily 15. Wall and Ceiling shall have a flame-spread classification of not greater than 200 er FBC R302.9.1 - - - - - - - 1�. Wall and ceiling finishes shall have a smoke-developed index of not greater than O per FBC R302.9.2 BATH u2 WC-1 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant .. 3" flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation BT-I 3.. I Rod Shelf O C] N U materials exposed on the underside of the roof deck or on the attic walls shall com I C.O. 19'-8" �'-�" �' 6'-0" P P y PLUMBING RISER o with F.B.C. R31� - see permit info box of code edition _ I vanity to b °.�' p` U Q 18. G psum board material shall conform to ASTM C36, C19, C415, C514, C�30, C931 To Septic �" I = 3-4r2""high_ U U C1002, CIO-f1,Cll-1-1, C1118, C12-18, C1395, or C13`l and shall be installed N CA I I �' H.B. o I r according to the following: (FBC 1 .3.5) �, I Or wall Framing Max. spacing ° S E T '� Location Orientation P 9 Nall sizing options for 8'-0" to 9'-8" A.F.I 2" x 6" knee-wall O O Thickness Member of fasteners installation of dr wall into Spacing Vaulted Ceiling I below counter top !Y I MI r r Maximum Nails Screws wood framing mein ors 2" x min. thickness I Ceiling Perpendicular 24" �" 12" 13ga 1 3/8" long with 19/64" head [DINING OR 0.098" diameter x 1 1/4" long ROOM I �` a`� 8„ Rod Shelf AB EN NET i LINEN annular-ringed or 5d cooler nail !n O 0 p �2 OR Install doors thru buck into I y`a i� F---T W Walls Either 16" g" 16" 0.080" dia, x 1 5/8" long with block using tapcons as stated Direction OR - � - n 15/64 head in product appproval form on sheet I. - - Exterior face Buck to be 2" x 6" PT Gypsum board nail 0.086" dia. of wall O Yanity to be I i�� ° B A T o w O 1J� x 15/8" with 9/32" head. aries N _ 34 %2"high Ceiling Perpendicular 24" 12" 13ga 1 5/8" long with 19/64" head `4 O II'-O 3/�' q�4" (41") I = 3 LL High Wall O OR ,� ° _ g I - � O 0.098" diameter x 13/8" long O 3'-81, J mo >_ annular-ringed or 6d cooler nail See product approval for I KITCHENI U 00 = L Vent ryer Q Inge screw Into wall req. cy !-1 Z - - Uver7ang - - o I throng wall Z $ Walls Either I6" g 16" 0.092" dia. I 1/8" long with 8'-O" A.F.F. - Direction 1/4" head Detail at Door OR jelf Flat Ceiling Z �Gypsum board nail 0.0915" dia. NTS H -x I �/8" with 19/64" head. ° { -I � OUpper cabinets to Q19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru ,4108.6, extend over Ref. - NINSTALL YULKEM BLOCK SEALANT A108.1, A118.1, A118.3, A13�.1 and A13-1.1 ON ALL JAMB, HEADER, AND I Q an a Ref. N I 2" fillerSILL BLOCK PRIOR TO BUCK 1-I 4 2 t�20. Cement, fiber-cement or glass mat g psum backers in accordance with ASTM INSTALLATION - ` v4 - �^^ ® o U LLI C1288, C1325, OR C1118 and installe i.A.W. manufacturers recommendations shallRod ts -be used as backer for the wall the in tub areas and wall panels in shower areas. - - - - C n/0 I.IL 21. insulation including facings such as retarders or vapor permeable members installed , N ® I 4"0 steel Balllardt8 sulation ,�/C o Z L Install windows thru buck into - Se detail on this sheet I Z within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics block using tapcons as stated 0 m w I o I�" - fi Z Exterior face in product approval form on sheet I. Ln F ? 22 x 54 shall have a flame spread index not to exceed 25 with an accompanging smoke of wall N o Attic Access Provide auto developed index not to exceed 450 when tested in accordance with ASTM E 8-4. varies 0 I � � � ..tl, tight J closer 0 Insulation shall comply with F.B.C. R31�. 8'-0" A.F.F. �- _ 22" 9 L - - - - - cn _ U 00 Flat Ceiling I"x4" P.T. Buck nailed to 00 u �� II'-6" "' 6'-O" 4" 150 mp Meter lock with case hardened nails vN *I m Panel N prior to window attachment �\ S E C O I�l D © � � m Detail at Windows 0 _�' E ERGEN Y OL W O Window Schedule NTS N BEDROOM GRESS GARAGE _ ' z z u; o 00 T 00 8'-4" A F F O m Z W O Size PRESSURE ZONE 0 0 Flat Ceiling _i < } NN ib Mark Rough Coen. Window Description o N Q M 00 � U I. 4'-5%s"x 5'-3 %8" 54%8"x 63%" Single Hung ZONE 4 0 0 ° ® < (L � t-t- v 2• 6'-2%8"x 5'-3 %s" l5" x 63 �� Single Hung ZONE 4 Metal roofing and underlayment Intstalled per Product Approval 0 _ 1 N N � # as shown on sheet I over COX decking see roof sheeting ____ - Z Q3 EGRESS r------------- � O 5 " Single Hung ZONE 4 attachment diagram on roof plan. 0 Block wall in I O �. 3. 2'-2" x 3'-2 I/2" 21/2"x 38/8 I � U �� L a- 4. 4'-5%"x 4'-2 %8" 54%`x 54 y8" Single Hung ZONE 4 12 1 garage block I = U r t- 3 a- 4 � PRE-ENGINEERED TRUSSES 3'-1" Q o O O O U 3 m ALL Windows to be aluminum windows w/ tint at 24"o.c. TYPICAL _ C VER D i i i (shop drawings bg manufacturer) 12 x 12 concre a column block filled I I �_ LLI X J and mullions per elevations. Truss mf g to provide levelLLI O ith concrete and (2) 41 bars vert. tied �R C I 14'-6" I � o) to Oi � return to be short of wall u, into lintels above I L = Uj L0 +-► ALL windows to withstand pressures In permit Info box on sheet I Aluminum Drip 6" II'-6" 6' 2" I ; OCU a ALL windows In bathrooms t0 be tempered Edge a Fascia R-30 blown fiberglass I I All rough opening dimensions to be verified bg contractor 2" x 4" Sub-Fascia 12„ In bottom chord o trusses N 00 00 00 00 with m a n u f a e t u r e r s specs prior to construction Kaycan full o vent vinyl soffit installed 1/2" drywall with smooth finish � per product approval form on sheet I. Two rows of beam block filled with concrete 5'-4" 4'-2" 2'-8" 2'-8" 3'-5" 9'-0" 3'-5" and (1) 45 bar cont. in each row. substitute < J 00�+ precast lintel filled with concrete and (1) 45 1 Schedule I" x 4" nailer attached to bar cont. for bottom row over openings q'-6" 3'-4" 5'-4" 15'-10" 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 34'-0" g g penetration into soffit framing strips at 16" o.c. with R4.1 fi-fo11 A 9'-O" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 insulation on typical 8" Block walls 5/8" thick light textured - All drywall to be installed per FBC R102.3.1 B 3'-0" X C-8" 41 %"x 83%9" Fiberglass Panel - Inswing ZONE 4 stucco on typical concrete _ and shall meet all pertaining ASTM codes. g g block construction 00 Mortar to be Type "M" only proportioned er FBC R60�.1 C 6'-O" X 6'-8" 14" x 81 %2" �°mbo;;om Sliding Glass Door ZONE 4 and Mortar Joints shall comp y with FBC .01.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" 45 bar vert. wl SHEET N O: 30" overlap Fill cell with grout and E 2'-6" X C-8" Solid Core - Wood - 6-Panel at each filled cell (I) 5 bar vert. (typical). I" x 6" P.T. Buck nailed to Max. spacing shall not exceed Masonry Beam block with case hardened nails F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold wood 48" unless otherwise noted prior to door attachment LL see foundation plan notes for G 2'-8" x 6'-8" x I %4" ase spacing at openings Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage P 9I" x `" P.T. Buck nailed to F �j 4" concrete slab with fibermesh OR block with case hardened nails „ , „ q prior Jto door attachment head JOB NUMBER: H 2 -8 X 6 -8 Solid Core - Wood - 6-Panel 6"x6" ttl0/10 wWM on 6 mil Yls neon over and jambs 2'-(." X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold clean compacted termite treated fill O O _ Masonry Wall 12 - 21 Install SGD Frame thin buck into K 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold Grade nloproduc ti approval form cons as onsheet I. II � I- �00�00000000 goo Oo GHQ` o Head Install SGD Frame thru buck into ALL o ALL Exterior doors to withstand pressures Stated In permit info -� sliding door block using tapcons as stated oo��Q ?oo 0 in product approval form on sheet I. box On Sheet #I I I I P PP �� C�jo° 14"w x 18 Concrete footing Yerif sell attachment re I g I td y signed 0° ���R. o°40 0 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL IIII IIII with (2) 45 bars cont. and 45 y 9 Typical Flooring Jamb 0 °�� � 14" transverse bars at 48" o.c. sh a product approval on by Daniel R. ° O WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET Ul Sliding Door D tall o: °o AR 9770 °a 0 All rough opening dimensions to be verified b contractor NTs Braden o��o ° o`QQC�oQo g P g T Y f C ,4 S CT fOl�l At Masonry Wa►► Date: 2021 .08.19witmanufacturer s specs prior to constructionBottom Track i i Scale 1/2" = 1'-0" Sill 14:42:44 -04 00 04 OPTIONAL o PATIO/SLAB 3�'-0" FOUNED /4TICN FL /4N 20'_0" F4 I STRUCTUR /4L NOTES : SCALE: 1/�f" = I'-o-- - - - _ - _ L _ _ _ J OO 0 0 00 OO Pi � ° ° OO � 1• ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE 11. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY L F4 L — FI 1 ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS Filled cell under CONSTRUCTION 1 girder above I FI O 2• CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12• CONTRACTOR TO PROVIDE SOLID FILLED CELL AND #5 BAR VERT. AT I I 1 OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF 48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 1 - Rear Patio/Slab 03 CONSTRUCTION 6 -O WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION 1 uJ �fr be poured separate L , 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. W from the house slab. 1 d 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. I N I Thicken footing to 1 o v 24w x 14d x 24L 4•• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS Z 1� ALL REINFORCING STEEL SHALL BE GRADE 60 I 1 under filled cell • , MEETING ASTM A-16, >� FI I U ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI DO O O ° O O DO under girder bearing. BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30'1 STEEL. r — — — — — — — — — — — — — — — — � I E 03 SLEEVES CONDUITS INSERTS BLOCKOUTS ANCHOR I 5• POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 15 to ALL DOWELS, Rear Patio/Slab to 1 u, .. IL U SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. O 1 be flush with bottom of � - FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, sliding door recess. coN 6• SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. _� I Slope 1/2" N `r o � WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16- MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: -� I I � co (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" -� 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. I 1 N BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF I FI I m CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI O I I Q N fa u 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 I 32'-8" cal >_ U Q COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 1$2. MIN. Fb AS FOLLOWS: fa () PROCTOR VALUE. 2" �f" I C] x = Fb 1,500 PSI 2" x 10" = Fb I,000 PSI I H.B. 200 PSI 2" x 12" = Fb q�5 PSI 8• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1, 1 1, concr to slab with fibermesh OR 1 DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE 6"x6" #10/10 WWM on 6 mil Visqueen over ° O ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1 clean co patted termite treated fill 1 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21• CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH I FI 1 0 FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD 1 Io 10• CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... Construction as per F.B.C. R318.1 45 bar vert. w/ CONTRACTOR TO REFERENCE F.B.C-R -; I FI / I- 0 < 30 overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS - (1) #5 bar vert, It ical). 1 at each filled c yp _ 1 Max. spacing shall not exceed N 48" unless otherwise noted LL Wood see foundation plan notes for Thicken edge to 8"x8" Base spacing at openings with concrete and 4" concrete slab with fibermesh OR U 4" concrete slab with fibermesh OR one 45 bar continuous 6"x6" 410/10 WWM on 10 mil Visqueen over 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill clean compacted termite treated fill GRADE �J +� z Grade _ _ ° 0 I FI Z cc � U I _ I — 8" 0 0 1 LU _i 14 w x 18 d Concrete footing — — — — — — — — v with (2) 45 bars coat. and 45 PORCH SL, B EDGE DETAIL — — — — — — — — — — — ° � 03, transverse bars at 48 o.c. _ ,_ D n/ 3" SCALE I/2 - I O I FI - _ I }� A/C o T-14" #5 bar vert. w/ 1 r W—/� I 1 ® filledsw/eConclaete o� 1 #1 TYPIC,4L FOOTING DET,41L 30" overlap I 1 o- F5 Z 1 W 1 at each filled cell O � ' - " #5 bar cont. in curb Fill cell with rout and -rn - - _J w v concrete slab with fibermesh OR 9 �� I I I �_0 6 x6 #10/10 WWM on 10 mil Visqueen over (U #5 bar vert. (typical). - U U �� q Max. spacing shall not exceed 00 n�0 1 1 1 E !2v 1 clean compacted termite treated fill Curb height 48" unless otherwise noted a Q3 W>•� #5 bar cont. Verify based on Base Wood see foundation plan notes for ~ � I I I �__ v I N foundation plan spacing at openings O 1 1 1 E+' 1 W E t<l - . z with fibermesh OR _ Step per +, E o 0 f oundation plan 6„ 6 - B o`, Y concrete slab " x 10/10 WWM on 6 mil Visqueen o I r- J I �y , I ' Z N clean compacted termite treated fill 79 E o O - Z U J ul M �ch 4--)cn Z u iy Grade - - lO O " I N� � r i �� � O i- � Q 00 �U of /O of E Ir o- t 3„ 3" (2) #5 bars Cont. bottom steel / u Q p O � ap ap u N I ° I z cy cy �* 10" oL - - -_—_ —_ 12" ft 14"w x 18"d Concrete footing D D i i i i i i O O = - tt 03 � O N N 2 � with (2) 45 bars cont, and 45 W I �- u F5 I o � ��� � F 2 DETAIL AT GARAGE STEPDOWN " " L " transverse bars at 48" o.c. - fL � - SCALE I/2" = I'-O" 14" E 1 F4 O 1 x I LU U 3 m 12" x 12" concrete column = I j I I W X J block filled with concrete � Ql and (2) #1 bars vert. tied GARAGE CURB DETAIL � Contractor to provide _ I L = Uj �� +, LL into lintels above (� proper foundation chairs �' (� N 1%2" Mn SCALE 1/2" = 1'-0" for proper steel installationF5 I r a F { Top of footer � � � k — — — — — — — — — — — — J � '� � � 16" below finished floor . ° ° ° ° 00 00 I.5" Recess for 00 DO . oo �} to 12" a r g r 12" x 12" concrete column block filled _ - 30"X30"X16" Concrete 30 min• with concrete and (2) 41 bars vert, tied into lintels above r Column footing with (4) 45 bars each wag 2" x 6" 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 COLUMN FOOTING D E T,A I L jamb per manufacturer's product approval SHEET NO: SCALE 1/2" = 1'-0" Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT NTS APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. OF 5. Filled Cell Masonrg Column With One JOB NUMBER: #5 From Footing To Beam Each. Filled Cell Masonrg Column With One 12 - 21 Grout fill To Be 3000 PSI 45 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 DooFooF000Q� FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS �•• ''s` t''•�. ..rs DO��°f� °°°°°o °0 ��o F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS t .;� DEL Q�Oo • ••>, Digitally signed by o°� o°�� �� ° o F 3 0" x 3 0" x 14-D COLUMN FOOTING WITH (4) 45 BARS EACH WAY o ° o0 0 Daniel R. Braden O:zJ AR9770 F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS Double Filled Cell Column Date:F I Filled e d Cell Column Date: 2021 .08.19 0 �0 F5 With Curb at Garage NTS 14:42:34 -04 W x 18 D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB a 0'-0" NTS '00' o�� ° W US cont. beam steel to run Simpson HETA 20 Strap truss to wall using Simpson MGT with Provide #5 bars with 12" min. lap Trusses at 24 o.c. 5/8' dia. threaded rod with min 12" embedment into beam and 48 bar dia, into through lintel and tie to �—I I P ROOF SHEETING see shop drawings hurricane anchor at each truss down rods in iamb cells. �� into beam either wet set or in epoxy with vert. filled cell. by others ( 24� O.C.) supporting Max. (22) IOd nails into truss. Add blocking to --------------- -------------------------- ------------- --------------- ATTACHMENT DETAIL 1810 lbs. uplift ETA 20 truss leg per detail on this sheet I. Minimum Nall Size = 8d angular ring shank (min. 2.5" long) R-30 Batts ry ----- ---- -- - -------- 2. Minimum Screw Size = 48 x 2.5" - 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for rooF stated X X V Y R-19 batts L90 L90 LLO -I I in ermit info box on these plans for appropraite roof BI BI BI N Provide Cast-Crete on R-19 batts — — — 8U16-IB/IT precast r 4 FT ) lintel set in mortar Min. 8" Bearing I '� TYPICAL Fill lintel solid with I i GABLE W - rout. Provide PT Buck �C I TYPICALOD g s , I Grout Filled Cell N HIP Frame ceiling transition (LI I 03 ;1 attached per jamb I ;. I - - k I as needed using metal studs L90 BI ' details into filled cell J© field verify exact configuration I w d 4 FT and sizes BI �, F Drywall celling BI I:. 4 Pre-cast I, _ �`� see typical section s1 Sill I 4 FT Ceiling trdnsltlon Insuldtlon Detail O I I v _ _ ® 4FT 4 FT1 n t s N ` Provide 45 bars with 12 min. lap 03 into footing and 48 bar dia. into I 2' 2' +� vert. filled cell. Max. LLO E `� 1 J I. : Ke Area Ede Field Fastener Pressure lU r- O Zone I 6" 6° 8d x 2.5" ring shank 45 psf •• (L U 1 1 1 8d x 2.5" ring shank 1L psf ^ I I I I2 I ~ a — Zone 2E 2R 2N 6 9 Zone 3E/3R " " 8d x 2.5" ring shank 84 psf O ANY ZONE 6" 6" #8 x 2.5" Screw 24S ps L I ^ SLOPE Concrete Footing BI I I ? See foundation plan for ap for exact sizes Ily Cn — - - }, - - - 12„ DETAIL UJI >\IDO �U OPE >�lf >�lC,� -I >�l- v I I v BI m Scale: I/2 — I OZ ,� (L a � a U u CBS WALL SINGLE PLY REAR GIRDER TRUSS �f L E o I I LURE �, � Q UQ IV Nail 2" x 4" blocking to vert. leg of v Ll truss with IOd x 1.5 nails at 4" o.c. I N I �J O oil rn v Install Simpson MGT into wall usingI I cal O dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Z N N Verify with Plan 1 Concrete 12"x 12" I1_I Lintel Column Block LLI O �► � � �--3 <4 o B I BI L31 W � �- � a TRUSS BLOCKING DETAIL L T� N � � � U � ,� Rebar 48 Bar Dia. Rebar _ AT GIRDER STRAPPING o I o o O Min. Overlap AT CENTER BEARING POINT _ _ U F - - - - - - - - - - � C olumn to Lintel /4 ttachment t UJ Z � x Z � NTS L w — ' Metal roofin and underla ment intstalled Der Product Approval W rO1 attachment diagram on roof pla . �_ v BEAM SCHEDULE < � =3 U 0 FLU O N uj Mark Size and Description u /c 1U L � Two rows of beam block filled with concrete and I 5 bar N o O I � r — — BI I Z X BI continuous in each row. Hook vert. bar over top bar with 41 1 Z < , 5 90° bend bar with a 10" min. lap at top bar. E C _ — G Attic Access 12 u N I 1 d 1 with light - - SLOPE 4 U up ted Additional AM Precast Lintel „ „ „ „ BI I I T ( P T 8'—O" MAX. #5 bars Lintel Bar Clear A B Aluminum Drip I I ( T S S • - Edge t Fascia Brace Gable end N --A < ' CLEAR Length Length Span Bars Bars 1/8" thick lighttextured stucco installed per with 2" x 4" SYP #2 I I r �i�''� r at V ASTM C over ASTM O t e 2 paper backed 8ft back nailed to bottom Z Q[ E yP P P I L _ _ W O O 2'-10" 2'-8" 1'-6" 2,U3 none wire lath nailed to substrate through one layer of of top chords using (2) IOd I L31 I I jJI u O 1 ASTM D Tye 2 felt paper using 8d nails. Substrate nails at each truss t____,i I.____Af P Flash and Counter ' ui to be 19/32' COX Plywood nailed at L" o.c. in field 12" I I I Z Z +, 3'-4" 2'-2" 2,U3 none and edges with 10d ring shank nails into studs. flash ' . .': O 00(0 O 8F8-OB/IT BPS-IB/IT BPS-IB/2T ° ll.l Additional 4'-O" 3'-10" 2'-8" 2, 3 none Nail ledger to I BI I I cD BI L31 ., < > U • #5 bars gable end truss Q a) a) CLEA :` 4'-6" 4'-4" 3'-2" 2,43 none with (2) IOd ils I I I I I I v ne Row of "H" at each web BI I BI I I I ~ < Block Above °� ' 5'-4" 5'-2" 4'-0" 2,U3 none Metal roofing and underlayment intstalled per Product Approval .;''•' . :':': as shown on sheet I over COX decking - see roof sheeting BI L45 n Z Q� attachment diagram on roof plan. O r •� Precast Lintel r ' _'� 4'-6" 2, 4 none O O = U (-4 �4 Additional .' 6'-� 6'-4" 5'-4" 2,1$4 none Simpson HETA 20 or equal 12 (L _ N "� 3 �y LU Orr ;L----A, #5 bars I,----J; hurricane anchor at each truss PRE-ENGINEEIe" -D WOOD TRUSSES Q BI N O < O ° U 3 m _1'-0" 6'-2" 2,45 none with (10) Iod x 1 1/2" nails 4 a 50 On ET 2 J H lu 3 ( 24" o.c.) supporting Max. 24 o.c. TYPICAL � N ° � 8FIL-IBAT 8FIL-IB/2T 1810lbs. uplift l shop drawings bg manufacturer > LLl hurrica anC r a eac trus BI W � (ra W �, x Q) -4 2, 5 none r�loTEs: 2 ( c.) uppo ting lax. '_ V IL -L to I.L — I. min. coverage of steel=l.5" Truss mfg to rovide level � (� N 2. min. bearing required 0 ea. end=8" ALL reinforcing steel is grade �0. W 9w,�?9 I810 lbs. u llft return to be I short of wall I BI •- filr f- 3. standard for reinf. steel=ASTM A615 BI BI )� � 1a TYPICAL LINTEL SECTION Aluminum DripY9,A L%o Lo L9oB �, J Edge t Fascia R-30 blown fiberglass t j ( PRECAST CONCRETE ) in bottom chord of trusses 2 x 4 Sub-Fascia 5/8" thick stucco on 3/8" hi-rib lath N 12" attached to horizontal and vertical wood — framing with nails or staples to provide I/2" drywall with smooth finish Kaycan full o vent vinyl soffit installed no less than I-3/4" penetration into /t per product approval form on sheet I. horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete ETA 20 into vertical wood framing members ::��___and (1) 45 bar cont, in each row. Substitute LINTEL SCHEDULEprecast 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" 1/2" drywall over I" x furring or D "H" Block Gravity uplift Lateral penetration into soffit framing 5/8" thick light textured strip s at 16" o.c. with R4.1 Pi-foil Mark Unit Lintel Above Bottom Top Load Load Load P Width Size Specification " Steel Size Steel Size (PLF) IPLF) IPLF) stucco on typical concrete insulation on t ical 8" Block walls 12" x 12" concrete column block construction yP L22 2'-2" 3'-L" 8FIL-IB/IT ONE I #5 1 #5 L113 3541 2854 block filled with concrete Varies - see Ian = All drywall to be installed per FBC R-102.3.1 and (2) #1 bars vert. tied P and shall meet all pertaining ASTM codes. L31 2'-(, 4'-O" 8FIL-IB/IT ONE I #5 1 #5 2931 3019 2128 into lintels above 00 Mortar to be Type "M" only proportioned--pper FBC R601.1 2'-8" #5 bar vert. w/ and Mortar joints shall comp with FBC R40-1.2.1, SHEET T *I 3'-I" thicken edge to 8"x8" 30" overlap Provide Du O-Rock at all wet areas (ex. showers, tubs etc...) `�H I I�O L45 4'-5" 5'-10" 8FIL-IBAT ONE 1 #5 1 #5 4360 2093 946 with concrete and at each filled cell L50 5'-0" L'-L" 8FIL-IB/IT ONE I #5 I #5 3480 1880 1204 one 45 bar continuous BEYOND Fill cell with Grout and04 , LLO V-8" 1'-L" 8FIL-IBAT ONE I #5 I #5 2LL1 h*4 891 Rear Patio/Slab to (I) #5 bar vert. (typical). R O O F F L L80 8'-On 9'-4" 8FIL-IBAT ONE 1 85 1 #5 1843 1133 139 be flush with bottom of Max. spacing shall not exceed I\ /4 N sliding door recess. Wood 48" unless otherwise noted OF rj, L90 9'-O" 10'-L" 8FIL-IB/IT ONE I #5 I #5 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" 8FIL-IB/IT ONE I #5 1 #5 1533 914 519 "P a spacing at openings JOB NUMBER: 16 below finished floor d LI00 10'-O" ll'-4" 8FIL-IB/IT ONE I #5 1 #5 13LL 198 L04 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 198 L04 6"x6" 410/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER 12 - 21 L120 IT-O" 13'-4" 8FIL-IB/IT ONE 1 #5 1 #5 1015 LOL 433 — Slope per foundation plan — 1V clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E LI20B I2'-o" 13'-4" SF1L-1B/1T ONE 1 #5 1 #5 1015 LOL 433 - ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 0000000000 LI40 14-0 15-4 8FIL-IB/IT ONE 1 85 1 #5 1250 485 341 _ 00 OO o LILO IL'-O" Il'-4" SF8-IB/IT ONE I #5 I #5 950 404 251 ��. — ALL TRUSS TO TRUSS CONNECTIONS BY aoo ,_ w TRUSS MANUFACTURER o LILOB IL-O Il 4 8FIL-I3/IT ONE I 85 I #5 950 404 251 1 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR o o �o��R. oR°o� o - ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS Digitally signed by o° ° ® � TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION o ° ° o 0 - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE � i I � •• ,• ��, • p� i 14�, FI . n Ar��a�® Daniel R. Brade oa�0 REFER TO T CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRSTRUCTIONTION,, HANDLING INFORMATION, AND SAFE LOAD REQ. - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO F 3 T I c a l Section C t I O I'1 a t Front t P O r c h PROVIDE FORM M BOARD SURVEY TO TRUSS COMPANY PRIOR TO REQUIREMENTS I— Date: 2021 .08.19 - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Scale : 1/2" = 1'-0" TRUSS CONSTRUCTION 14:42:23 -04i 00 moo Q�DG°aQ��0 ��00000�0 PANEL "A" OPTIONAL OPTIONAL Poles BR Load wire Description circa circa Description wire Load BR Poles PATIO/SLAB PATIO/SLAB 1 20 1.2 kw u12 Refrigerator I Range U. 12.0 kw 50 2 1 20 1.2 kw 412 Clothes washer 3 I 20 1.5 kw u12 Kitchen S.A.C. 5 b Dr er #10 5.0 kw 30 2 1 20 1.5 kw 412 Kitchen S.A.C. 1 8 1 20 u12 Bathroom Recepts 9 10 Air CondsQw #10 5.0 kw 30 2 1 20 1.2 kw 412 Dishwasher II 12 I 20 1.2 kw 31:12 Microwave 13 14 Air Handl r >i10 5.0 kw 30 2 r 163 CFM � ` I I I 1ox1ox6 I ,hovered Porch `\ I I I 15 914 General Lighting 15 16 / \ 1 15 u14 General Lighting Il 18 WH #10 5.0 kw 25 2 I I \ I I � 1 15 u14 General Lighting 19 20 1 15 u14 General Lighting 21 22 GDO #12 0.81 KW 20 I PATIO/SLAB I 1 I MASTER 1 1 15 914 General Lighting 23 24 Spare 1 Spare g g 25 26 Spare i � I BEDROOM Spare 2-1 28 Spare Spare 29 30 Spare WP GFCI PANEL "A" LOAD CALCULATION SHEET I 1 V S' y v I / / / I E Load Description Qt . Watts Total(Watts) I I I O General Lighting (3 watts sq. ft.) 1135 3 5.205 1 1 MASTER I I i I E .. (L U Small Appliance Circuit(s) 2 1,500 3,000 1 1 BEDROOM I I to Z cv Range 1 12,000 12,000 GR I I O Refrigerator I 1.200 1.200 G A T 1 1 T Smoke / Carbon Microwave 1 1,500 1,500 O M 1 1 O M Monoxide Combo t I \ I � a co Dish Washer 1 1,200 1,200 I I \ 163 CFM Clothes Washer 1 1,200 1,200 I S OL L - JoxIC2xL- - - _J L _ Clothes Dryer 1 5.000 5.000 LI M (V Water Heater 1 4,500 4,500 1 12xl2x9 1 1 fD C,�, 1 = v`� �v 169 CFM on ceding Pan 169 CFM B/A I ------ - a /I r - - `I - GFCI Garage Door Opener 1 810 810 Center Registers Q U a u Total Watts 35.615 IOxIOx1 I OxlOx1 �� - Z l2xl2x9 U Q B/A C) First 10000 Watts 9100% I 10,000 10,000 LOSETW 1 1hd 16" H.B. Remainder 25AI5 e40% 1 O 10.246 1 H.B. 1 I a 1 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 I _ 8 CF 1 I S T Calculated Load Watts 30.246 I e 8x4x4 Voltage 24 C) I0 1 Calculated Wattage Divided by Voltage Total Amps 12b.02 1 Exhaust Duct Panel Size Required = 150 Amps I 12„ L - - - - DINING I I L - - cal- �� sx4x4 1 GFCI HI Thru Soffit 1 F---� 34 M ROOM I - T D I N I N C.� I � ' �� ' _ _ _ ---- Vent thc. 1 , , � - Electrical Sgmbol L end - � I I GC IS , ICsFCI C:FCI S Single Pole Switch ® Recessed Can Light ROOM 1 �' B A T S of f it I _ p C 1 � ' �o`� S FAN\ � U � --IS3 ff- Double Pole Switch ® Eyeball Recessed ° 1 \ \ I I ° / I � o LL P Push Button Switch Exhaust Fan � I awns K \ ' I Smoke / Carbon K 1 7 C H E I�l _9 Duplex Outlet Ceiling Mounted Light 1 d I I Special Receptacle ♦ Wall Mounted Light - - J Monoxide Detector I �4" Exhaust g - - - - - - I - - =om-6o- - - I AIL �J "� Waterproofgroundfault circuit Light with Pull Chain (attic) 153 CFM cl HinEs S 3'-2" 3'-2" 24" \ Duct Thru P. F .a 9 ° � 12x12x� � H.B. cM � Wall ^Z O ® Floor Duplex Outlet © Computer Connection Jack H.B. I wP GFcI 1__! i 0 Carbon Monoxide Detector � Flood Light l,c�" O CFM ICI - � U Vent thru_-- _ _ _ 14 I 8X4x4 50n M \ = FCI Install owlet S Of f It - 8 x4 f��A I F 1�` GFc7 nder disc. TQ Thermostat m Electrical Panel T -ei�nm 1 1 Exhaust Duct - 0(05) v-�L not shown for ® Central Vac 8 Electrical Meter 2Oi�0 - - O - - - Thru Soffit D \\ Fcl 0 0 clarity mmmm o U ® Smoke Detector C% Ceding Pan I T - - - - - - - ® Television Jack - - - - - - j L00 .H. h GFCI Q � ❑ Telephone Jack �, I H. A/ J \ I A/C l.lam = Ph AC DISC A/C Disconnect 1 C W 1 - - - - - I I Z ® IL" I LI I I�"' - - - - #I 1 enter > 1 22' x 54' 1 Z < , I x 4 Florescent Light ® 2 x 4 Florescent Light 22' x 54" Attic Access ® Speaker Hook-Up I F Attic Access 1 __ I with light J I frith tight L 12 -JIN Z Fa = JUNCTION BOX TO SUPPORT A FAN232 CFM � ---i B D Q O I Optional PR lyo Amp O = THERMOSTAT LOCATION 1�0 Amp Meter EV: ® panel location / Panel Meter . i Panel ��� / 1.111 Z light in in attic / � W E m B/A = BALANCED AIR SECOND 35 4cx� ® `�' u! a BEDROOM ,4 ,4 42"h GFCI ' Z z u; o FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW I / Z lU °0 v < < N Ln 0 A/C disc. A/C disc. 12x1 A J PB } 42/0 AL SER Cable \ Garage < Q- � I->- L < (3) 41 THHN Copper With �1 Grind -■ \ Door � ap ap ra 2" PVC Schedule �/ I Opener _ I Z N N # 2" PVC Schedule / \ r-----------------1 O Q' 4o conduit ISO 40 conduit sleeve ISO r-----------------i Wire For _ o AMP AMP MCB Into attic MCB i i Front Post `� }- U PANEL AHU PANEL I I Oght P GFCI U 200a rated 200a rated W COVERED meter can meter can = W 1-rx" 333ui PORCH -1 METER METER 0) U-O O m N Intersystem bonding Intersystem bonding I I \ / / \ I I r 0 J 2" PVC ( FPL}- � Termination point 2" P V C ( FPL Termination point t QV E R E D, , I I 3 schedule 80 schedule 80 i i P 0�-C pT 2" rigid service FPL 2" rigid service FPL GEC Bare ub co per wire GEC Bare 46 co per wire to l2) 8'-� ralvanzied to l2> 8'-� Galvanzied ground rods ground rods M E C H /4 N I C /4 L F L /4 N ELEC7 � fC /4 � PLAN -0 ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER � - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall use AL-CU Landing lugs. NTs dd dd - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. SCALE : 1 �f �� - 1 - O �� SCALE : 1 �f �� - 1 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 *lO; ELECTRIC NOTES: o Post Light with SHEET I�l E � Photo cell I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before LE 6'-3" 6 o F. 1 Attic: � Venting , 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to � A t t I C Y e n t I n C a 1 C u l a t I on s F B C 2309 .1 Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. n-u OF 5.3. Contractor to verify location of electrical year from closing sale of house. _ o x Attic: �� dd service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans O �W Total A t t l C Space = 2 1 2 -f sq. f t. JOB NUMBER: 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. .,� _ d / 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. N IL- Venting Ratio 1 / 1 S O - 1 -f .1 f s q, f t. required 12 - 21 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete E> 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 o /� Vented , 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 P �"Off/I d e Continuous Y e n t e d Soffit D�DDOOo 9. A/C Refri a ant lines n thace t are ust c run th uompig /s slabs m RMIust b02 the requirements workingtorder.essary for the equipment to be placed in 23. All exposed wire below 9'-1" shall be installed in metal EMTLL U0 �o [rQ`o��o sleeved ingPYC 11. All work shall be done in accordance with the N.E.C. and conduit, oO��Q��°°°°°°°°°°��DOoo 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 Cho° ° °� °o 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 Digitally signed �� o ���LR. R4,D O contractor, the completed system shall be fully operative. and telephone company. 12. Contractor shall pay for all fees, permits, testing, and Oa o ° o inspections IncludI blower testing where required. la Daniel R. O O 13. All g g q 18. The electrical system shall be completely and effectively y O ��° AR9770 oG�oO work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. oe interference with the progress of construction. Braden o0%, 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' p against the public liability and property damage for the labels where applicable. Date: 2021 .08.1 9 duration of the work. _ ' '