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Plans - 7 La villa Way
Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. Metal roofing and underlayment intstalled per Product Approval as shown on sheet 1 over CDX decking - see roof sheeting attachment diagram on roof plan. 12 S/8" thick light textured stucco on typical concrete 4 SLOPE block construction 12 4 SLOPE 12" 8'-l" BEARING O.H. COVERED I 2 2„ PORCH 3 H DRESS H O (D COVERED PORCH d) 2 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7F-Irlsh Columns with 5/8 thick x 8 W cut _ coral finished stucco bands - - - - - - - - - - - - - - - - — — — — — — o'-o" = Finished Floor � 5/8" thick cut coral finished stucco bands /8" thick light textured S/8" thick x 8"W cut stucco on typical concrete Truss mfg to provide level return to be I" short of wall coral finished stucco bands block construction n3 fQ L E F T E L E VA T IO N o00 SCALE: 1/4" = 1'-0" REA R ELE \/ A TIC N � o � � Q Aluminum Drip ( U Edge � Fascia SCALE: 1/4" = 1'-0" Q 2" x 4" Sub-Fascia 12 I" x 4" nailer attached to Kaycan full o vent vinyl soffit installed level return with (2) 8d per product approval form on sheet I. ring shank nails with min. 1.5" penetration into soffit framing TYPICAL SOFFIT DETAIL Metal roofing and underlayment intstalled per Product Approval Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting NTS as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan, attachment diagram on roof plan. t!- 12 1/8" Thick cut coral stucco over paper IV backed wire lath nailed to substrate through U SLOPE 1 -4 one layer of 15 lb felt using 8d nails. Substrate w to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized 12 nails into truss webbing. z �J 8'-1" BEA ING �{ SLOPE U p EGRES EGRES — E PER D O.H. 8'-I" BEARING � O fill 3 W1. 12" 12„ • H. H. - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — Q, O,: —Finished Floor 11� oke. 5/8" thick light textured B stucco on typical concrete � El ED � El El � � o'-o" = Finished Floor � N block construction w RIGHT E L EVA T IO N E 00 �/8" thick x 8"W cut LU � Y O SCALE: I/4" = I'-O" coral finished stucco bands FRONT ,� T IO �l zOIL_ z w oo m �' O CV CV SCALE: 1/4" = 1' O" 010 � s < Q 1 z NN Cv C� a U O rr � Co Product Approval Submittal Affidavit F,:) E S S - 7 L A V I L L A W A -Q W U � Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows t Skylights +, LL Opening NOA/FL TEST PERMITTING INFORMATION (FORM 100) '. 3E 2" 3R L U `n � � p g Product Model 4 Manufacturer Glass Expiration Design Pressure I/2" drywall ceiling on truss bottom cord 2R 2N (� IV r L Type NUMBER Attachment method Date of Approved Tests 2" x 4" top plate LJ� Florida Building Code Residential: ITH Edition and ASCE -1-16 for Wind Loading 2E 3E < n 1,2,3 Single Hun SH-��OOA 5/16" 1/4" dia. tapcons w/ min. 1 3/8" penetration to be Building Design is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate 3E I. 3 FLU 239.4 g g PGT spaced per product approval. Contractor shall adhere to + 65.0/-80'0 PS 2N 2E 5 �{ Impact min. edge distances specified in Product approval Mean Roof Height: 13 8 Roof Pitch: 6:12 nets x uc to concrete blockwith solidfilledce With Internal Pressure Coefficient: + Overhead Model 824/811 (1) #5 bar vert. using 3/8' x 6" Hilt HLC Sleeve anchors at a" o.c. 0-IS 3R �L A 20-1005.08 18'-2" max. width p cog th 1.25" dia. washers with min. 4" edge distance. Install track to buck 3-21-22 +40.0/-44.0 PSF Sub�ectablllty to damage from: Weathering: Negligible Termites: Very Heavy 3E Garage Door 14'-0" max height sing (1) 5/I4" x 1 5/8' full thread lag screws in each bracket maintaining g g min. of 1.5' edge distance - GC to strictly adhere to product approval Door Compan rovide l/I6" uahnut washer on roller shafts. Width of Roof End Zone: 4 —O 1/4" dia. tapcon with min 1.25" embedment at 6" max Wind Exposure Classification: C 5 B FL# 15213.1 Fiberglass Smooth Plast-Pro from corners and 14.5" o.c. max. thereafter in jambs. +65.0/-�O.O p 73 9 Fiberglass Adjustment factor for Exposure Height Using Allowable Stress Design and GABLE ROOF FROM I/4" dia. to cons w/ min. 1 3/4" enetratson to be Load Combination er ASCE -1-10 Section 2.4 DL+LL• DL+0.6WL 0.6DL+0.6WL 2:12 TO 8:12 PITCH 2R Q Slidin Glass Series 110 I" nom P P p C FL# 251.4 g SGD PGT spaced per product approval. Contractor shall adhere to + 60.0 PSF 1/2 drywall On 1.00 2R 1. 3 2E L Door Type "G5A' min. 2 1/2" edge distances specified in Product approval — 2" x 4" studs at 16" o.c. Exp Height Ad j Factor: x Load Combo Factor 0.6 = 0.6 applied below 2E 3 ROOF Components at Cladding Wind Pressure:Zone: 1 +2-1.0/-66.0 psf 2R NOA/FL Model 4 Manufacturer TEST Design Pressure Zone: 2E/2R +21,0/-88.0 psf 2E Product Attachment Method Expiration 9 NUMBER pate of Approved Tests Zone: 2N/3/3E/3R +21.0/-114.Opsf 3 i' 2R 2E SHEET NO: For CMU use (2) I/4" x 2 3/4" tapcons with min I I/4" embedment � 3 FLU 15353.8 CM-18531 Mi Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" Components t Cladding Wall End Zone Width: 3'-0" Mullions 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 +36.0/-3`l.0 psf 26 �g a. 5v crimp metal roofing attached to plgwood deck using 49-15 x 1.5" Roof Zone 4" concrete slab with fibermesh OR Zone: 5 +36.0/-48.0 psf 5 Roof 5V Crimp HWH wood screws with self sealingwasher at 12" o.c. max s acin er S stem 6"x6" 410/10 WWM on 6 mil Visqueen over Components at Cladding Wind Pressure (NET) On Garage Door: +32.0/-3LO psf HIP ROOF 2.12 FLU 33818.2 Metal Roofing Gulf Coast Supply no. 5V—Type I for max pressure 94.25 psf. Install per system 5pV type 2 I/2E/2R: clean compacted termite treated fill Shear Walls Considered for Structure? TO 8:12 PITCH OF rj and manufacturing for max. pressure of —131.0 psf. Fasteners shall be installed through underla — — g4.25 PSF Y�'s ment and attached to/through p�Iyywood per sheeting attachment detail on roof 2N/3/3E/3R: 2" x 4" P.T, bottom late Continuous Load Path Provided? Yes 1�I plan. Plywood to be 19/32 2Qx' base—board p 2 � = Roof Zone I JOB NUMBER: -131.0 PSF Are Components an Cladding Details Provided. Yes Walls Zone 4 Install two layers of Tyvek horizontal) n shingle style fashion using 4" andMinimumI Bearing P O psi, Presumptive. By Test: psi :, DuPont Protec 160 � ••. y 6 overlaps. Install using I dia. metal or plastic cap nails at 12 o.c. along � • ' •. ��' ' Underla FLU 20816.1 DuPont P g P P g y T vek course and end laps an a single row 24 o.c. along middle line of the field This Building Shall Have Pressure: Following: RooDf ZONE 2E/2R 21 0 y I.A.W. the product approval installation instructions. Stagger top layer using IMPACT PROTECTION AS NOTED IN PRODUCT APPROVAL FORM ON SHEET I Walls Zone 5 24" undercourse strip parallel to eave edge and cover with full sheet. �QOQOO� Overlapsuccessive sheets b 26" I.A.W. product approval installation instructions. CORNER ZONE interior Nor— Bearing F a r t I t I o n ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf = Roof Zones 3/3E/BR QQ Off,�LZ Siding Stucco on Block Y1tS FLOOR LIVE LOAD: 40 psf FLOOR DEAD LOAD: 10 sf Attic with storage. 20 psf Roof Zone 2N OQQ�Q��°°°°° ° Install using 2" x 4" PT battens attached to wall using 3/16" dia. Soffit FLU 16503.1 12" Tripple 4 with 1" min. embedment into wall. Attach Soffit channel to wall usin �° o �����°��®4 Full-O-Vent Single Kaycan LTD 0,091" dia. x 1.5" T-nails at 12" o.c. per detail C in P.A. Install J" ± 55.6 PSF Digitally signed by �` O a ® o0 0 SPAN VINYL SOFF17 channel to bottom of fascia using staples into soffit and same T-nalls at hem and in vanes er detail A in P.A. ( roduct a roval) ELEVATION NOTES: ALL CONTRACTOR WARRANTIES BEGIN UJHEN THE CLOSINGS Daniel R. Braden o: °°o AR9770 °°a o° - RETURN ALL STUCCO BANDS TO WINDOW OCCURS BETWEEN THE BUYER AND WY>\ NE BUILDING COFf= , � Date: 2021 .04.29 �`� ° oho °° ��0 have reviewed the above and approved it bg mg Seal below. ( Architect or Engineer of Record ) OR DOOR. A>�l D lU I L L C O 1\l T I l�U 1=O R O 1\l Y A R R O 1" THAT D A T i �o@�o....... 08:17:51 -04 00 00. QED°per aQ0 ��0000D�O FLOOR P L A N Opt. PATIO/SLAB 4„ 35'-01, TYPICAL NOTES: SCALE 1/4" = I'-C" I< >i CLASH POST DETAIL 12" x 12" Concrete column 12" 8'-10%2" 12" 8'-10%2" 15'-3" block filled with concrete and - '%2" �2" 1. Contractor to verifyALL notes and dimensions prior to _ N.T.S. (2) #-1 bars Vert. tied Into p Water Heater 36" high by 4" diameter lintels above 2 proceeding With work. steel crash post. Floor Flange with 4 - 3/8" 00 00 00 00 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ° ° ° expansion bolts into 0 EGRESS 0 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) Filled cell under a minimum fiber stress. 6„ girder above 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2�2" 2r2" o 0 PORCH o ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o '2 '2 _ WIRE LATH t STUCCO 0 shall be 3,000 P.S.I. concrete and/or -4,000 P.S.i. grout mix , o CEILING �. Drywall at ceilings shall be leveled and attached to bottom chord X3i8" 2%2" of trusses with screws per FBC R102.3.5. 0 2y2„ 16'-0" 3' q" O 1. ALL wood in contact with concrete shall be pressure treated. 0 0 ° MASTER ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. • O `i. ALL plumbing fixtures to be low flow. �2 C O BEDROOM � _- _ � ) 10. Contractor to Provide Drain at water heater in accordance 00 O O 00 00 8'-O" 110 A.F.F. with the current edition of the Florida Plumbing Code. O I Flat Ceiling N 11. Contractor to Provide a 2 8 wide door at one bathroom for 1 handicap accessibility requirements. 2'2" 2r2" O O 12. Lowest finished floor to be set b Governin Building Department � " " Recess to late 4% x 3/8"d Counter top - verify type 1 , � y g g p �2 6" /2 for steel support angle with contractor surveyor t0 Set In field. see detail on this sheet I cy N 13. Separation between residence and garage shall be per FBC R302.� O I O Vanity to be v I4. Door between garage and residence shall be 1-3/4"t 20 min. rated door 1 34 r2"high iY 15. gall and Ceilin Shall have a flame-s read classification of not greater than 200 Der FBC R302.9.1 Steel countertop support angle 0 g p g install 6" from each end and Base cabinet 8'-O" to 9'- A.F.F. = Rod t Shelf l�. gall and ceiling finishes shall have a smoke-developed index of not greater than 450 per FBC R302.`1.2 one in center of counter. Vaulted Ceiling - - 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant See angle detail 1 p 2" x 8" wood studs 0 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation at 16" o.c. _ materials exposed on the underside of the roof deck or on the attic Walls Shall comply I/2" drywall cy U v With F.B.C. R31� - see permit info box of code edition 2" x 8" PT wood plate GRE ,4 l"1 N1 cc O �; U 3 p 18. Gypsum board material shall conform to ASTM C3�, C19, C-415, C514, C�30, C931 I J U C �O, C1002, CIO'41,C1111, C1118, C1218, C1395, or C13`l and shall be installed Q according to the following: (FBC R102.3.5) • �1 � 0� KITCHEN ISLAND FRAMING DETAIL 1 Dr wall Framing Max, spacing v,rn °i y Location Orientation P 9 Nail sizing options for i � � I L - H.B. Member installation of dr wall into �n v v Thickness of fasteners U spacing y _ oo U, cv I Rod t Shelf Maximum wood framing members "r n;�OL Nails Screws 2" x min, thickness Perpendicular 24" 13 a 1 3/8" longwith 19/64" head 3„ 12 0 I o 31„ 0 O Gelling P � 12 9 OR - ®- 0.098" diameter x 1 1/4" long m\ g I WASHER DRYER 2" 3 -4 Q annular-ringed or 5d cooler nail 1 - W /2 OR Verify attachment LO 5 3 �" O 0 W Either 16 0.080" dia. x 1 5/8" long with hole location with CSC O LAUNDRY W Walls " 8" 16" I - O 9'-5" Direction 15/64 head - 0_ OR prior to fabrication I u, O LU Gypsum board nail 0.086" dia. 3/8" thick 6„ W Q- x 15/8" with 9/32" head, steel bracket O 8'-O" 0 9'-8" A.F.F. N H Ceiling Perpendicular 24" -1" 12 13ga 1 5/8" long with 19/64" head Vaulted Ceiling ` LL OR �311 DiNiN0 1 0 = o O 0.098" diameter x 13/8" long annular-ringed or 6d cooler nail 34nitg o b O `i " OR 1 = I I 42" Walls Either 16" g 16" 0.092" dia. x 1 1/8" long with COUNTER TOP BRACKET DETAIL O 0 3/8" thick steel counter to 5" Direction 1/4" head 1 overhang wall 1.5" <r I I V O OR � cou ter top supports 5 Gypsum board nail 0.0915" dia. counter tops to eq eq- x 11/8" with 19/64" head. a' JIL -� 2"1 overhang wall � I JIL MASTER �� I 1-! 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.�, \ 1 k , -" BATH I 2' 1 1 U A 10 8.1, All 8.l, All 8.3, A 13 .1 and A131.1 KITCHEN WM-I I I 1 LAv-i I 0 S O PANTRY 0 - 20. Cement, fiber-cement or lass mat sum backers In accordance with ASTM 2' AAV I \ �i� 1 `A"-' 1 2" o `) (U CAB � [--- , - - -4" g gyp JIB LAUNDRY 2„ 1 3„ - C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations Shall 2" 1 1 I I 1 DW ° ° +41 high wall U be used as backer for the wall tile in tub areas and wall panels in shower areas. O SECOND LAV-I 21. insulation including facings such as retarders or vapor permeable members installed 2" 2„ 2" 2" LAB i � 'I c-' � O I � KITCHEN � F BEDROOM within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics 2 2„ 2„ SHWR-1 3 1 s'-C to 9'- " A.F.F. ' ' I Shall have a flame spread index not to exceed 25 with an accompanying smoke we-1 3„ I o_ Vaulted �e111ng pper cabinets to 1 Flat Ceiling LU developed index not to exceed 450 when tested in accordance with ASTM E 8-4. 2" T, I extend ove Ref. Insulation shall comply with F.B.C. R31L BATH #2 3" 1 I I - DI I ( W to[CROWAVEinstall doors thru buck into 3 1 NON VENT REF 1 -1 block using tapcons as stated SANITARY RISER 38" CLEAR " 24' 12'-8" _ Install windows thru buck into in product approval form on sheet 1. INSTALL VULKEM BLOCK SEALANT _ H.B. L - - - OPENING _ block using tapcons as stated Exterior face Buck to be 2 x 4" PT ON ALL JAMB, HEADER, AND nts to septic/ m � N Exterior face in product approval form on sheet I. of wall SILL BLOCK PRIOR TO BUCK sewer system o (� W m of wall INSTALLATION - - - - 1- st aries E O Varies �y LU � O m -II Batts Insulation O O O O A/C W.H.O Provide auto ' Z Lll oo t�l _0 O See product approval for $$1 0 4"0 Steel Ballard closer THIRD t� Z > M 00 U Q See detail on this sheet E c�1 O < N(A! b U I x4 P.T. Buck Walled to hinge screw into wall req. r W _ BEDROOM < 00 0 block with case hardened nails prior to window attachment r - - - - - 1 �, p- D �tall at l.Ulndows Detail at Door 2' x 54" 1 _ Metal roofing and underlayment Intstalled per Product Approval I Attic Access 8 1 O = 1 I O 0 1 0000 ## NTS NTS as shown on sheet I over COX decking - see roof sheeting I with light I a 1 Q 1 J Z attachment diagram on roof plan. 0 L - - - - - w Q Simpson HETA 20 or equal 8'-C" A.F.F. J Flat Ceiling (� hurricane anchor at each truss - CV 12 g m `r U O rr � Flat Ceiling Window schedule with (10) ) s x l ling nails - ( 24" o.c.) supporting Max. PRE-ENGINEERED TRUSSESGARAGE O � 0 � 18101bs. uplift 4 at 24"o.c. TYPICAL O � LLI m Mark Size Rough O en. Window Descrl tion PRESSURE ZONE (shop drawings by manufacturer) © _ uj x J Truss mfg to provide level 4' 4I m 12'-8" " I. 4'-5%6"x 5'-3%" 54i8"x 63%4' Single Hung ZONE 4 return to be I" short of wall 0 - m L Lo LL +_ 2, 6'-2%B"x 5'-3 %e" �5" x 63%4' Single Hung ZONE 4 Aluminum Drip O Block wall In LL m U cn garage to be O O MT O O O - r L_ Ede & Fascia N struck block 0 2'-8" 0 0 '�21�2"x 38ia" Single Hung ZONE 4 9 R-30 blown fiberglass S. 12'-2 x 3 -2 I/2 In bottom chord of trusses 2 x 4 Sub-Fascia I2, 13'-O" R-II Batts Insulation +' 4. 4'-5i6"x 4'-2%" 54%e"x 547'a" Single Hung ZONE 4 V-1/2" drywall with smooth finish 0 Provide auto 15Panel P � Kaycan full o vent vinyl soffit installed EMERGENCY Closer ALL Windows to be aluminum windows w/ tint per product approval form on sheet I. Two rows of beam block filled with concrete 0 EGRESS and (1) #5 bar cont. in each row. Substitute ° r--- -------------1 r-----------------1 ° and mullions per elevations. O O precast lintel filled with concrete and (1) 45 1 I 41.25" x 82.5" I ALL windows to withstand pressures in permit info box On sheet i I" x 4" nailer attached to bar cont, for bottom row over openings 3' I I 0 I ough opening M O ALL windows in bathrooms to be tempered level return with (2) Sd I I 1 for this door 1 All rough opening dimensions to be verified b contractor ring shank nails with min. 1.5" 1/2" drywall over 1" x furringg I I 1 b 9 p penetration into soffit framing strips at W' o.c, with R4.1 Pi-foil 1 I 0 0with manufacturers specs prior to construction ° - `t ° p p insulation on typical 8 Block walls O I I I b I 0 5/8" thick light textured _ All drywall to be installed per FBC R102.3.1 \ i i OD 11G O L l- CART Door Schedule stucco on typical concrete and shall meet all pertaining ASTM codes. I I I Mortar to be T e M on ro ortioned er FBC R60�.1 GARAGE I\ A G E i block construction yP g P P I I I I and Mortar Joints shall comply with FBC 601.2.1. LO 1 I I 13'-O" Mark Size Rough Opening Door Description PRESSURE ZONE Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) I I i I A 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 45 bar vert. w/ 0 0 - - - - - 0 0 SHEET I�l 0: 3 30" overlap Fill cell with grout and 0 0 0 001 0 0 0 B 3'-0" X 6'-8" 41 /4"x 83%" Fiberglass Panel - Inswing ZONE 4 at each filled cell (I) 45 bar Vert. (typical). �4" x 81 %z„ ;�a e'..tom Max. spacing shall not exceed 2'-s" ® 9'-O" 2'-8" „ 6'-4" �� - 9'-O" 2'-8" C 6'-O" X 6'-8" Sliding Glass Door ZONE 4 48" unless otherwise noted Masonry Beam D 2'-0" X 6'-S" Solid Core - Wood - 6-Panel -BI-Fold Finished 24" x 81 �z' >< Wood see foundation plan notes for 35'-O" ase spacing at openings I" x 6" P.T. Buck nailed to E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel " x " F.T. Buck nailed to block with case hardened nails I 6 P. uc n d 4" concrete slab with fibermesh OR � :- :• . ' block with case hardened Wads „ prior to door attachment head F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 6 x6 #10/10 WWM on 6 mil V isqueen over nd jambs prior to door attachment JOB NUMBER: s 20 min. rated at garage clean compacted termite treated fill G 2'-S" x C-S" x 1/," Solid Core Wood, Steel, or Masonite Door 9 g _ p0021 - 10H 2'-8" X 4`81" Solid Core - Wood - 6-Panel Install SGD Frame thru buck into 9 S block using tapcons as stated Grade in product approval form on sheet I. Masonry Wall OQ�D.DO� J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - BI-Fold Square Footage Breakdown �17� 0� q g a0 Head sliding door Total A/C Space = - 1,753 sq. ft. ADDRESS : 7 L a Villa LU ay o .00 ALL Exterior doors to Withstand pressures stated in permit info 1 14"w x 18 Concrete footing Covered Porch Total - 2�2 sq. ft. 00° ° kf box on Sheet #I p p 1 with (2) #5 bars cont. and #5 Verify sill attachment req. Install SGD Frame thru buck into Gara e = 4FS9 S ft. �° Typical Flooring block using tapcons as stated g q' Digitally signed b �° '0 b transverse bars at 48" o.c. with product approval on in g y g y O ° GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 14 sheet 1. product approval form on sheet I. Under Roof Total = 2,484 . ft.S WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX ON SHEET 41 Jamb q Daniel R. Braden o ���77® Date: 2021 .04.29 All rough opening dimensions to be verified b contractor "'2" - ° 0 0 with man of a p urea s specs prior to construction T Y P I C A L SECTION S 11 d i n g Door D e t a i l Total Cubic t = 14,024 � � ° ��0�� Bottom Track 08:1 8:20 -04 00 ��. ���p Scale 1/2 = i -O Sill At Masonry Wall NTS I ��0000D�o� 12" x 12" concrete column block filled Opt. PATIO/S L A with concrete and (2) 1*1 bars Vert. tied I 35' O" z 9 F C IN D /4 T 1 C INF L /4 � into lintels above{ 12" 8'-10%2" 12 8'-10%2" - 15'-3" v F4 STRUCTUR /4L 1�lOTES : SCALE: I/4„ - I, _O„ N II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY I. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE T — Filled cell under I FI ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 0 0 girder above 1 CONSTRUCTION 1 0 18 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT O 1 OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF -48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS o r ° UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 1 I 1 CONSTRUCTION p Rear Porch Slab to L FI 6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION o 1 W - be poured separately 1 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. 1 (>_ from House Slab. BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM I O I N 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. Thicken footing to 1 O 1 24"w x 14"d x 24"1 ° `�.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS a O under filled cell - ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 1-4. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-I6, t 00 O O 00 00O I 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. El — — `�— _ I O �U r - - - - — — — — — — - v 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 2-4 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I FI Rear Patio/Slab to BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. I be flush with bottom of O SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. sliding door recess. I N FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, El Sloe I„ p SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. Oi i I N WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: 1 I pC (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" -� MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" 1 FI I 0 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 11. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF l CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI I U N U [L/ 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 I 0 <r p U (, COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: I U PROCTOR VALUE. 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI ��200 PSI 2" x 12" - Fb q�5 PSI 0 I 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" - Fb 1, _ I concrete slab with fibermesh OR DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE qm 6"x6" 410/10 WWM on 6 mil Visqueen over I H g ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1 clean compacted termite treated fill 1 O OL 9. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21 CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH U_ FOUNDATION PLAN). PROVIDE 11/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD O i 1 WASHER DRYER 1 � 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New I FI I O FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... Construction as per F .B .C . R318 .1 o 45 bar Vert. w/ CONTRACTOR TO REFERENCE F.B.C-R 1 30" overlap Fill cell with concrete and at each filled c (1) 45 bar vert. (typical). FOR FURTHER REQUIREMENTS -� 1 OnL/ Max. spss acing shall not exceed 48" unle otherwise noted _ LL Wood see foundation plan notes for Thicken edge to 8"x8" 'O` Base spacing at openings with concrete and 4" concrete slab with fibermesh OR -� I U 4" concrete slab with fibermesh OR one #5 bar continuous 6 xcleanOcom acted termWWM on itemtr til reated fill en over 6 x6 410/10 WWM on 6 mil Visqueen over p O clean compacted termite treated fill GRADE I FI O O Grade cn - 7r , , - III III �_ QL U I- — 3° - _ _ � O LE �-Il 14"w x 18"d Concrete footing O I i DW i o � 0 1 —� with (2) 45 bars Cont. and 45 PORCH SLAB EDGE DETAIL 0O I F- U transverse bars at 48 o.c. - 1 i 3" 3" SCALE 1/2" = I'-O" 1 � LU - INE 1.4 �11111 #5 bar Vert. w/ I 1 O TYPICAL 1 FOOTING DETAIL 30" overlap I 4" concrete slab with fibermesh OR FI 1 at each filled cell 6 x6 410/10 WWM on 6 mil Visqueen overLLI SCALE 1/2" = 1'-0" 1 clean compacted termite treated fill 1 4 concrete slab with fibermesh OR 1*5 bar cont. in curb Fill cell with grout and I 1 (U 45 bar Vert. (typical). MNON°-VENT 6"x6" #10/10 WWM on 10 mil Visqueen over Max. spacing shall not exceed � I REF. I clean compacted termite treated fill 48" unless otherwise noted H g O OPENING Curb height Q. 2 38" CLEAR #5 bar cont. Verify based on Wood see foundation plan notes for 1 O O 91 I 0 N Z. foundation plan Base spacing at openings r I W O O Step per 4" concrete slab with fibermesh OR — — — — — — — — — " LU = u foundation plan 6"x6" #10/10 WWM on 6 mil Vlsqueen over W H. = 16.25 Step 1 Z Z N O •- `r t treated can comp termite rea e i +-� 1 0 telBa d ' clean acted t # 4' Steel Ballard "1 F_ Z W � pmp u � cy Grade ���____� I See detail on this sheet $ ep 1 , N 0 - - �- V V . _ O I I ul 1 00 00 3" (2) #5 bars cont, bottom steel 71r� � 1— O 1 ' QO r < 3" to _I i - I I I � Q � I � I z N N � # 12" -� _ 14"w x 18"d Concrete footing I I I - - I O " with (2) 45 bars cont, and 45 W I I I O r r 6- 2 DETAIL AT GARAGE STEPDOWN - transverse bars at 48" o.c. I A- I I I O SCALE I/2 - I O m 12" x 12" concrete column 1 F5 N I I FI Q. I ° Meter and panel (� ~ W X block filled with concrete 1 _ _ Q- _ _ _ _ F6 n either side of � 1L L'7`�E 6' O Contractor to provide ° and (2) #1 bars Vert, tied GARAGE CURB DETAIL m roper foundation chairs 4J — — — — — — — �' — — — J ouse field verify N ~ N into lintels above p p � U 1%2" M,,,, SCALE 1/2" = I'—o" for proper steel Installation 1 1 O O O service location m r Top of footer t - M o,:` N I o I tep 16" below finished floor :. .._.. ........: .:....: ....... .:: :::.. .:.•:.:.:_ .. lic: � 5 12" ° _ _ o l I 5.5" Sep - w 1 F5 w 1 0 I 30" min. = 30"x30"xl6" concrete = column footing with (�4) I � " —IIII IIII 95 bars each way 3' 2" x 6" PT wood secured with Corner Steel L. a p I I 1 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 O L — — — — — — — — — — J O _ _ O — — — — — — — — — — — J O 3 COLUMN FOOTING DETAIL iamb per manufacturers product approval — SHEET 1�O SCALE 1/2" = 1'-0" Garage Door Jamb Detall 00 O 1.5" Recess for O 00 00 O 1.5" Recess for O 00 9 Garage Door Garage Door GARAGE DOOR TO WITHSTAND PRESSURES STATED ' 3 , IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT T S 5" Step 5" Step APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. OP S. Filled Cell Masonry Column With One JOB NUMBER: 45 From Footing To Beam Each. Filled Cell Masonry Column With One 21 — 1 O I B Grout fill To Be 3000 PSI 45 From Footing To Tie Beam 2'-8" �'-o" 2'-8" 6'-4" -8 �'-o" 2'-8" FOOTING SCHEDULE See Floor Plan For Location Grout fill To Be 3000 PSI Mark size Description See Floor Plan For Location O��DO00000000 P Q� 0 F94 o�o FI 14"W x 18 1) MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS ,.Q':,;, _ - : ADDRESS : 7 L. a V I l l a Way oQQ��Q°°° 11 F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS - '- o sLR.8 � F 30" x 30" x W'D COLUMN FOOTING WITH (4) 45 BARS EACH WAY Digitally signed by o o Daniel R. Braden AR9770 °a�o F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 1*5 BAR CONTINUOUS Double Filled Cell Column S I n g l e Filled Cell Column / Date: 2021 .04.29 oo9 °° FS 14 W x 18 D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB e 0'-0" NTS �o��°o p°Q���QQ With Curb at Garage NTS 08:18:46 -04 00 00. QED IW o00 D Strap truss to wall using Simpson MGT with Simpson HETA 20 Provide #5 bars with 12" min, lap through coh l beam steel to run Trusses at 24" o.c. 5/8" dia. threaded rod with min 12" embedment through lintel and tie to hurricane anchor at each truss Into beam and 48 bar dia. Into see shop drawings Into beam either wet set or In e ox with down rods in jamb cells. H I ROOF: SHEETING y P ( 2-4" o.c.) supporting Max. vert. filled cell. b others (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet ETA 20 - - -- =-- -- -- ----= - -- =-- ----- _-—A- ATTACHMENT DETAIL s. uplift R-30 Batts N z -= - =---=- I. Minimum Nail Size = 8d angular ra ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood R-19 Batts L90B IOOB BI roO Provide Cast-Crete i i 4. Use nails or screws based on pressure for root stated R-19 Batts 8U16-IB/IT precast in permit info box on these plans for zone 3 - BI lintel set in mortar l` Min. 8" Bearing ;` Q 4 FT 2E 30 O uJ O i I; BI Fill lintel solid with ; Provide PT Buck TYPICALNAN grout, i Grout Filled Cell GABLE 1 .� TYPICAL Frame ceiling transition attached per jamb to details into filled cell 2N �Q 2 HIP as needed using metal studs 1_90B I 4 FT 2R® field verify exact configuration i 3 and sizes 4" Pre-cast ;: :• i l 2R 4 FT R 2E \Drgwall iling section 3r yPis s i Sill I 2N F ,�` IL i .�� V _ . Celling transition Insulation Detail O 4 FT ,., nts N Provide #5 bars with 12" min. lap Q 4 FT 2E 4 FT� � 1 i ! into footing and 48 bar dia. into < vert, filled cell. Max. w BI /7'1,� Ke Zone Ede Field Fastener9 Pressure = L 6 1 8d ring shank 45 psf ? O N 2E, 2R 8d ring shank �6 psf 1 H N O v: _Concrete Footing -71 /Z /Z>\ 2N/3E/3R -{" -{" 8d ring shank 84 psf N See foundation plan for for exact sizes NZ /Y lu (Y � X DETAIL AT l� I >�IDOI� OPEI�II >�l I >� L�f - N C 8 S WALL Scale: I/2" = I'—C" SINGLE FLY REAR GIRDER TRUSS /1Z G Y G `� O PN u.l L 19, 1" BI U Nail 2" x 4" blockYZ _7�� Q ing to vert. leg of O ui truss with IOd x 1.5" nails at 4" o.c. = u � � U �r Install Simpson MGT into wall using N 0 O N 5/8" dia. threaded rod set min. 12" E ib _ into wet beam and (22) IOd nails into truss cn Z z L X Verify with Plan L +' Concrete 12"x 12 O M Lintel Column Block BI L22 ° AUL R � L � � TIED E XL O wL #� TRUSS BLOCKING DETAIL � .� �, I N � 0 N �; Rebar AT GIRDER STRAPPING w Q o � LL Rebar 48 Bar Did. ;� /� *I /� *I W a ' ` Min. Overlap AT CENTER BEARING POINT L�fS I >- � I � s^ � :� - `l C OluTn to Lint & l A tt ac hT & nt 18'-61 BI �- U O � 5 NTS ;� I 0 U O _ I 12 O BEAM SCHEDULE �-° SLOPES m FLU z o I � U Mark Size and Description ILI BI L31 LI Two rows of beam block filled with concrete and I #5 bar � I � BI continuous in each row. Hook vert. bar over top bar with ZU #5 90' bend bar with a 10" min. lap at top bar. 2" I Met roof g and u der ment intstalled per Product Approval H as shown on sheet I e CDX decking - see roof sheeting tach nt dia ram n ro f Ian. Additional Precast Lintel #5 bars _ Lintel Bar Clear "A" "B" Aluminum Drip Edge & Fascia Brace Gable end N 1/" t „ CLEAR Length g t Length g t pan Bars S Bars S hick light textured stucco installed per with 2" x 4 SYP #2Z � m ASTM C 926 over ASTM D type 2 paper backed 8ft back nailed to bottom 17 _ p[ w O O t i i i i � 2'-10" 2'-8" I'-6" 2,�3 none wire lath nailed to substrate through one layer of of top chords using (2) IOd � = V O ___y' ASTM D Type 2 felt paper using 8d nails. Substrate nails at each truss `� to be 19/32' COX Plywood nailed at 6" o.c. in field Flash and Counter ., Z Z 3'-6" 3'-4" 2'-2" 2,U3 none and edges with IOd ring shank nails into studs. flash Z LLI 00 0) U O 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T > O 4'-O" 3'-10" 2'-8" 2, 3 none Nail ledger to < CV CA able end truss r- - Additional with (2) IOd [Is O BI L31 °p °0 < #5 bars .�, CLEAR �� 4'-6" 4'-4" 3'-2" 2,U3 none u I < One Row of "H" at each web 1 22" x 54" O D Block Above 5'-4" 5'-2" 4'-O" 2, 3 none Metal roofing and underlayment intstalled per Product Approval BI Attic Access 1 \ I Z Cam!N # as shown on sheet I over COX decking - see roof sheeting with light Z attachment diagram on roof plan. w _ _ 5'-10" 5'-8" 4'-6" 2, 4 none = J U r r Precast Lintel � .' i i 6'-6" 6'-4" 07 XX 5'-4" 2,U4 none Simpson HETA 20 or equal 12 I I / \ I I O t-t- Additional p q U " #5 bars i i hurricane anchor at each truss --- --- with (10) IOd x I I/2" nails 4 PRE-ENGINEERf-D WOOD TRUSSES I I I I O m �'-O" 6'-2" 2, 5 none 9 24"o.c. TYPICAL I /I N I �y ( 24" o.c.) supporting Max. 8FI6-IBAT 8FI6-IB/2T 1810lbs, uplift ( shop drawings bg manufacturer ) I / I B1 I \ I _ uJ LL NOTES: �'-10" �'-O" 2, 5 none < LL I. min. coverage of steel=l.5" Truss mfg to provide level 12 L31 I 00 I U N ~ N 2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60. / + ' 3. standard for reinf. steel=ASTM AL15 return to be I short of wall I / I LU (�[ TYPICAL LINTEL SECTION Aluminum Drip `f SLOPE I / I I 8 MAX C Edge t Fascia R-30 blown fiber lass I I 48 I ( PRECAST CONCRETE ) / in bottom chord of trusses I / I I \ I t 2 x 4 Sub-Fascia 5/8" thick stucco on 3/8" hi-rib lath ODD SPACE 12" attached to horizontal and vertical wood framing with nails or staples to provideV-1/2" drywall with smooth finish I / I I \ I 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 into vertical wood framing members and (1) 45 bar Cont. In each row. Substitute LINTEL SCHEDULE precast lintel filled with concrete and (1) 45 L22 BI BI BI L22 � I x 4 nailer attached to bar cont. for bottom row over openings LLI Window Rows of Max. Max. Max. level return with (2) 8d ring shank nails with min. 1.5" 1/2" dr wall over I" x furringg Mark oUnDoor Lintel H Block Bottom To Ladity Load Lateral penetration into soffit framing 5/8" thick light textured strips at 16" O.C. with R4.1 Pi-foll O I N O Width it size Specification Above Steel Size Steel Size (PLF) (PLF) (PLF) stucco on typical concrete insulation on typical 8" Block walls --1 TA O N (� 12" x 12" concrete column block construction J.J-1 L22 2'-2" 3'-6" 8FI6-IB/IT ONE I #5 1 #5 6113 3541 2854 block filled with concrete = All drywall to be installed per FBC R�02.3•I B1 B1 B1 and (2) 41 bars vert. tied Varies - see plan I and shall meet all pertaining ASTM codes. B1 B1 '� L31 2'-6" 4'-O" 8FI6-IB/IT ONE 1 #5 1 #5 2931 3019 2128 into lintels above 03 Mortar to be Type "M" only proportioned�p per FBC R601.1 2'-8" #5 bar vert, w/ L90B 3'-11, and Mortar joints shall coin ly with FBC R601.2.1. L90 SHEET N O thicken edge to 8"x8" 30" overly g Provide Dur-O-Rock at a I wet areas (ex. showers, tubs etc...) L46 4'-5" 5'-10" 8FI6-IB/IT ONE 1 #5 1 #5 4360 2093 946 with concrete and at each filled cell = L50 5'-O" 6'-6" 8FI6-IB/IT ONE 1 #5 1 #5 3480 1880 1204 one 45 bar continuous Fill cell with Grout and BEYOND (1) #5 bar vert. (t ical). L60 6'-8" 1'-6" 8FI6—IB/IT ONE I #5 I #5 2661 1634 891 Rear Patio/Slab to yP Provide downspout ETA 20 Simpson HETA 20 ETA 20 be flush with bottom of Max. spacing shall not exceed P p L80 8'-O" 9'-4" 8FI6-IB/IT ONE I #5 I #5 1843 1133 l39 48" unless otherwise noted Provide for utter hurricane anchor at each truss L90 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 1 #5 1533 914 519 sliding door recess. Wood see foundation plan notes for 9 O Top of footer Base spacing at openings O O ( 2�f" O.C.) su porting Max. Provide downspout L90B 9'-0" 10'-6" 8FI6-IB/IT ONE I #5 I #5 1533 914 519 16" below finished floor I S I C� I s uh I i f t JOB NUMBER: L100 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 198 604 Step per foundation plan 4" concrete slab with fibermesh OR 1 6"x6" 410/10 WWM on 6 mil Visqueen over - OVERHANGS AT 1' -0" UNLESS OTHERWISE NOTED ON THIS SHEET 2 I — 109B LIOOB 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 198 604 4 slope per foundation plan ao clean compacted termite treated fill - ROOF PITCH AT `4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L120 12'-0" 13'-4" 8FI6-IB/IT ONE I #5 I #5 1015 606 433 - L120B 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1015 6O6 433 - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER - �OQO.O.DO�o L140 14'-0" 15'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1250 485 341 _ - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ADDRESS : 7 L a Villa W a L160 16'-O" ll'- " - 1 #5 1 #5 ". '.. v ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. °°°°°°�O�odo 4 8F8 IB/IT ONE 950 404 25l . L160B I6'-O" ll'-4" 8FI6-IB/IT ONE I #5 I #5 950 404 251 - ALL TRUSS TO TRUSS CONNECTIONS BYR.8 ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS TRUSS MANUFACTURER Digitally signed by �Oa oo ® ®�'� so ii - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE — 1�„ F1 - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Daniel R. Braden o� AR 977® - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING 111I - TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION o�°° REQUIREMENTSLINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. F3 - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Date: 2021 .04.29 °°°°000 T � pical Section at Front Porch o��°°°°°°° ° o - LINTELS OVER 14 -O LONG ARE TO BE PRESTRESSED. " = " PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO 08:19:00 -04'00' �o�'Q��°pQ�oO�� Scale I/2 I O TRUSS CONSTRUCTION f=ANEL "A" Opt. FATIO/SLAB Opt, FATIO/SLAB Poles BR Load Wire Description circ# circa Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #6 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 I.S kw 412 Kitchen S.A.C. 5 6 Dr er 410 5.0 kw 30 2 I 20 1.5 kw #12 Kitchen S.A.C. 1 8 1 ElI 20 412 Bathroom Recepts 9 10 Air Cond sor #10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher 11 12 1 20 1.2 kw #12 Microwave 13 14 Air Handier 410 5.0 kw 30 2 I IS #14 General Lighting is 14 1 124 CFM / \ M1 45TER 19 I IS #14 General Lighting 18 WH #10 5.0 kw 25 2 IOXIOX6 v Ty D O O I 15 #14 General Lighting 19 20 � O � � f� � I 15 414 General Lighting 21 22 GDO 412 0.81 KW 20 I WP GFCI I IS #14 General Lighting 23 24 Spare I> Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare 1 ,4 S T E R - BEDROO >�f PANEL "A" LOAD CALCULATION SHEET Load Description V i Qt Watts Total(Watts) I I � General Lighting (3 watts sq. ft.) I135 3 5.205 I 12xl2x10 Small Appliance Circuit(s) 2 1,600 3,000 I B/A 124 CFM N Range 1 12,000 12,000 1 L�ij,--- -- ® IOXlOx6 Refrigerator 1 1,200 1,200 14-1 CFM 14-1 CFM I S N Microwave I 1,500 1,500 IOXIOxl I IOXIOxl ��.\ 1 SO > v Dish Washer 1 1,200 1,200 Clothes Washer 1 1,200 1,200 1 1 Clothes Dryer 1 5,000 5,000 - - - - - I N - Water Heater 1 4,500 4,500 g/,q I Garage Door Opener I 810 810 03 8x4x4 Total Watts 35,615 i 9 CFM 1 v I I Q3 I First 10000 Watts 5100% GRET ROO , , G� fi� E �4T� fi� 00M 1 � � ,any 1 ° Remainder 25,615 s'40% 1 O 10,246 BX 1 LOSE I LOSET N Electric Heat or A/C 10,000 865% 1 10,000 10,000 L I - - - - - - - - FCI Calculated Load Watts 30,246 1 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 i - ® 0 8x4x4 V e nt thru 1 o \ Panel Size Required = I50 Amps wasHER DRYER 50 CFM - ---Soffit 1 \ - u� \ WASHER DRYEf2 Electrical Sgmbol Legend I L�4uND CFM DINING; 1 L,4uN Y\ VP 141 CFM 8x4x4 1 \ I SSingle Pole Switch ® Recessed Can Light T I IOxIOx� 1 12 � O 0 � 1 \ � / � S3 OL Double Pole Switch ® Eyeball Recessed I � ° � 1 � � ° Q P Push Button Switch Exhaust Fan / 1 �� F ® /�I� W Ceiling Mounted Light Duplex Outlet S D I �l I �l I I \ 16 CFM Special Receptacle Wall Mounted Light O O M I 1 - 8x4x4 / I I I CM `! O �c Waterproof ground fault circuit I interrupter Light with Pull Chain (attic) 1 `11 i 1 / � (� ® Floor Duplex Outlet © Computer Connection Jack / U! cn Carbon Monoxide Detector Flood Light 1 , 1��12X12X8 S I v (�"� (O� g - - - - � -_J B/A \ GF I 0 (V V TQ Thermostat m Electrical Panel PANTRY NT Y - - - - - - - _ PANTRY I © CAB Central Vac g Electrical Meter 1 1 g;X - - T1 11S \ 5 C O �l D O LU OS Smoke Detector 1 DW ° ° O Ceiling fan 1 `J T Television Jack 1 I I1� CFM 1 1 c1 GFCI I © Telephone Jack �, I I 12x6x� N 1 � � -1= � � I I \ � \ - W n/ � ❑1 P AC Disc A/C Disconnect I 124 CFM I I 5 C O �l DM WP GFCI GF 1 4§ I I I 1 C M. Detector ® I x 4 Florescent Light ® 2 x 4 Florescent Light I lOxlOx6 I �C � E N 14„ I j D O O i � 17C,�� E N only perBC I \\ SPKR Speaker Hook-Up 11/� I Its R314.3 W 3 TON I I Install owlet ® 1 � 3 MICROWAVE 1 under disc. FB = JUNCTION BOX TO SUPPORT A FAN SEE MANUAL I NON-VENT 20x2O not shown for 0 GF 1 MICRO-LAVE � �5 1 REF. --- �NCN-VENT - REF. 1 "J" and Energy O 38" CLEAR T �Ri A I 1 clarity U 38" CLEAR \ \ O OPENING ei in - - - T = THERMOSTAT LOCATION Calculation O L - - - - � - - � __ g� � L OPENIN \ for Unit info 1 m B/A = BALANCED AIR m mmmm \ -- ,I 12xl2x8 GFCI %A k GFCI - - y n, W O O 116°° �� � B/A LK W.H. GFCI UJ = U O 14/C I W.H. Z Z v; 4"0 Steel Ballard I ,4/C S T I R D Z W °° `�' ) � FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW �I T �-I I R D 4"� Steel Ballard o See detail on this sheet I $$I / CM Lo m See detail on this sheet �• iU U _ BEDROOM - - - BDfi� 00M < ��� I A/C disc. A/C disc. m - - - - - I l W tt/ r LU 92/0 AL SER Cable 22" x 54" I > / 100 CFM m - - - - - �/ L1- > I rr (3) #1 THHN Copper With #1 Grnd I Attic Access I I = I lox6x6 I Ati is Access, - S 0 � I 1 \ l 00 00 co # 2" PVC Schedule with light 2" PVC Schedule L - - - - - Q ® L -with Jigkf J m �Q Z N 40 conduit - - 1 f - - - AMP ISO 40 conduit sleeve AMOP Za R J \ CV CV MCB Into attic MCB gx4x•¢ PANEL AHU PANEL AHU 48 CF ® n` U O r r 200a rated 200a rated I S4 1 \\ -Q ~ U meter can meter can �` I - W x O O OPTION LOCATION / 1 METER METER �/ 1 LQ ~LL Inters stem bondingInters stem bonding \ \ (� (V _ +' Termination point Termination point GFCI WP GFCI J-�-1 N ca / r 2" PVC ( FPL)-� 2" PVC ( FPL) / GFCI < `fi =1 schedule 80 schedule 80 / +--) 150 B Panel P GFCI � / totcohrn r\ I // GFCI 15Panel P � 2" rigid service FPL 2" rigid service FPL --------- GEC Bare #6 co per wire GEC Bare 46 co per wire I I I � O L F C /"'C I\ T I I I � >-,r_i � I to (2) 8'-�' Galvanzied to (2) 8'-&' Galvanzied I I I I I Garage I -, Garage ground rods ground rods I I I I I Door I la I Door W W I I I I I Opener I I Opener I 73 ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER C O L F C ,4 F T ' Q - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS I I I I Wire For - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. I I I I Front Post I I I I 0 � R � I L manufacturers recommendations Which manufacturers recommendations which I I I I I I I I I GFCI shall be verified prior to construction shall be verified prior to construction I I I I Light I I to garage lights GFCI I I - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment I I I I I I I I SHEET u T *I O: - - - - - - -I- - � I I�l ELECTRIC NOTES: /� Y / 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 ED U C T L 1"C O u T \ / / E 1 2. Provide and wire all required smoke it 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. OF S. 3. Contractor to verifylocation of electrical year from closing sale of house. SCALE: I/4 = I -O � Post Light with service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans Photo cell JOB NUMBER:C T C 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. 5. ALL exterior outlets to be WP/GFCI protected. other phase of Installation that may have been damaged. Center Post Light P between driveways E L E 21 - 10 9 S 4 L FD L /4 N_ L. 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 1n or through any concrete 1. Tamper resistant AFC1 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 RM1602 the requirements necessary for the equipment to be placed in I \ , ��OQO.O.DO000 9. A/C Refrigerant lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT ADDRESS : I L d Y 1 I I d W a y ODU sleeved in_PVC 11. All Work shall be done in accordance With the N.E.C. and conduit. OQQ�Q�°°°°°°°°° °°°o �O o 10, ALL A/C Equipment shall comply with energy calculation shall comply With all local codes and ordinances, and shall 24. Dr er Vents to be installed per II. All work shall be performed b a licensed electrical y P p y meet all standard requirements of the local electric utility FBC RM1502Attic: Venting / Q° p`���•8 contractor, the completed system shall be fully operative. and tale hone com an A t t I C Y e n t I n Calculations � o �' � O 12. Contractor shall a for all P company. DI itall signed b �° ° ® '� o o b pay tees, permits, testing, and F S C 2 0 p1 Digitally g �/ O° o ° inspections including blower testing where required. 18, The electrical system shall be completely and effectively T of d l Attic S ace = 2 7 0 1 S f t. Daniel R. Braden � °°° AR9770 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.e. p _ q �� S�°o interference with the progress of construction. Venting Ratio 1 / ISO - 18 .00 sq. f t. r e q u l r C d / Date: 2021 .04.29 �'��°°° Q • � 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' o° °°°° against the public liability and property damage for the labels where applicable. P r O V I CI e A Continuous V e n t C d Soffit 08:19:13 -04'00' �o�Q�DD duration of the work.