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HomeMy WebLinkAboutBUILDING PLANS Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. 12 5/8" thick light textured stucco on typical concrete °4 SLOPE block construction 12 4 SLOPE 12" 8'-1" BEARING 11L O.H. COVERED 3 12 S 12" PORCH O O .H. GRES .H... ... E COVERED PORCH a 2 o cy - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a I C v '- 5/8" thick X 8"W Cut - - - - - - - _ O'-O" = Finished Floor Flnlsh Columns with coral finished stucco bands - - - - - - - - - - - - - - - AC 5/8" thick cut coral finished stucco bands 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete Truss m o e pprovide level coral finished stucco bands block construction return to be I" short of wall ° LEFT ELEVATION o U � SCALE: I/4" = I'-O" REAR E L E VA T I O N � QuQ Aluminum Drip � U Edge t Fascia SCALE: 1/4" = I'-O' Q 2" x 4" Sub-Fascia 2 " 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 COX decking - see roof sheeting NTS as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan, attachment diagram on roof plan. 12 1/8" Thick cut coral stucco over paper O LL LL backed wire lath nailed to substrate through U SLOPE °4 one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. +t O Z 12 Z T 8'-I" BEA ING SLOPE ^ U O EGRES EGRES 12" PER D O•H• 8'-1" BEARING O LU 3 T11 12" 12„ ( , H. H. 0 � 00 000 � W 0 � 00 00 � . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0'-0" -Finished Floor > (n 5/8" thick light textured stucco on typical concrete ® � ® � 0'-0" = Finished Floor 1�h < block construction N RIGHT ELEVATION 5/8" thick x 8"W cut w o O W � v " - " coral finished stucco bands FRONT ELE \/ ATION zd)SCALE: 1/4 I -O Z W 0 � O SCALE: 1/4" = 1'-0" O < ao d z cy cyc N UJI 3 m Product Approval Submittal Affidavit H LLI x Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows t Skglights PERMITTING INFORMATION (' O I I O O) I. 3E R L U td N TEST I/2" drywall ceiling on truss bottom cord 2R 2N r J Opening NOA/FL Product Model u Manufacturer Glass Attachment method Expiration Design Pressure 2" x 4" top plate Florida Building Code Residential: 1TH Edition and ASCE -I6 for Wind Loading 2E Tgpe NUMBER Date of Approved Tests Buildin Design Is: Enclosed Risk Categor II Wind Speed: 165 mph ultimate 3E 1 3E J 1.2.3 Single Hun SH--I1OOA 5/16" I/4" dia. tapcons w/ min. 13/8" penetration to be : :: -- } FLU 239A g g spaced per product approval. Contractor shall adhere to + Mean OOf eight: 13 _8 Roof Pitch: (e: 2 PGT 65.0/-80.0 PS �� 2 2E 5 t'� Impact min. edge distances specified in Product approval Internal Pressure Coe icient: ±O.18LL n.ta x "` 'o concrete « ert ' filled at mt Sub jectability to damage from: Weathering: Negligible Termites:Very Heav4 3 3E 4 /� Overhead Model 824/811 U 45 bar vert. using 3/8 x L HdU HLC Sleeve anchors at 8' C.C. A 20-1005.08 18'-2" max. width DAB at h 1.25" din. washers with inn. 4' edge distance. Install track to buck 3-21-22 +40.0/-44.0 PSF n fU 5/IL' x 1 5/8" full thread la screws in each bracket maintaining Garage Door 14'-0" max height mn. of 1.5' edge distance - GC to strictly adhere to product approval Width of Roof End Zone: 4 -O Door C om an rovlde /IL' nut washer on roller aRa. I/4" dia, tapcon with min 1.25" embedment at 4" max Wind Exposure Classification: C 5 LL B F L 4 15213.1 Fiberglass Smooth Plast-Pro from corners and 14.5" o.c. max. thereafter in jambs. +65.0/-10.0 Adjustment factor for Exposure Height Using Allowable Stress Design and GABLE ROOF FROM Load Combination per ASCE 1-10 S 2.12 To 8.12 PITCH 2R 9 Fiberglass Election 2.4 DL+LL: DL+O.6WL: O.6DL+O.6WL Sliding Glass Series �1O 1" nom I/4" dia. tapcons w/ min. 13/4" penetration to be 1/2" drywall On P 2R 1. 3 2E C FLU 251.4 g SGD PGT spaced per product approval. Contractor shall adhere to + 60.0 PSF 2" X 4„ studs at IC o.c. Exp Height Adj Factor: 1.00 x Load Combo Factor 0.4 = 0.6 applied below 2E L LL 3 Door Type GSA min. 2 I/2" edge distances specified in Product approval - ROOF Components t Cladding Wind Pressure:Zone: 1 +21.0/-66.0 psf 2R Product NOA/FL Model u Manufacturer Attachment Method TEST Design Pressure Zone- 2N%3/R3E/3R ++ 1.0/-88.0 psf 2E L1 L 2R NUMBER Date of Approved Tests 21.0/-114.0 8f 3 1 2E Cj T For CMU use (2) I/4" x 2 3/4" tapcons with min I I/4" embedment Components t Cladding Wall End Zone Width: 3'-O" 4 3 4 CM-18531 Mi Windows penetration into each Mull Clip. Attach mull to clip using (4) ul0 x 1.25" Mullions F L 4 15353.8 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 +34.0/-39.0 psf 1 4" concrete slab with fibermesh OR Zone: 5 +36.O/-48.0 psf 5 I 6"x6" 410/10 WWM on 6 mil Vis ueen over Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-36.0 sf 5V Crim 26 �ga 5v crimp metal roofing attached to I wood deck using �9-15 x 1.5" Roof Zone q P 9 9 P PROOF 2:12 ROOF FLU 33818.2 p Gulf Coast Supply HWFi wood screws with self sealing washer a� 2" o.c. max spacing�er System I/2E/2R: clean compacted termite treated fill Shear Walls Considered for Structure? Yes 8:12 PITCH OF 5, Metal Roofing no. 5V-Type I for max ppressure -94.25 psf. Install per system V type 2 Continuous Load Path Provided?� and manufacturing for max. pressure of -ISI.0 psf. Fasteners shall be installed through underlay- - 94.25 PSF 2" x 4" P.T. bottom plate es 0- Roof Zone meat and attached to/through I wood per sheeting attachment detail on roof 2N/3/3E31.0 base-board Are Components an Cladding Details Provided?Yes Walls Zone 4 JOB NUMBER: plan. Plywood to be 19/32 GPC�x. -131.0 PSF P g Minimum oil Bearing Pressure:2.500 psi, Presumptive: X By Test: psi Install two lagers of T vek orizontall m shingle st le fas ion using and - ' '' `` END ZONE I I. I I Underlay FLU 20816.1 DuPont Protec 160 DuPont b" overlaps. Install using I" dia. meta or plastic cap Wads at 12" o.c. along This Building hall Have the Following: O Roof zone 2E/2R Tyvek course and end laps an a single row 24" o.c. along middle line of the field IMPACT PROTECTION AS NOTED IN PRODUCT APPROVAL FORM ON SHEET I Walla Zone 5 I.A.W. the product approval installation instructions. Stagger top layer using �ODOOo 24" undercourse strip parallel to cave edge and cover with full sheet. �I CORNER ZONE �00 oQo Overlapsuccessive sheets b 24" I.A.W. roduct approval installation instructs s. Interior I �l on- Sear 1 n g F a r t I t 1 on ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 1O psf = Roof Zones 3/3E/3R NO �Oo r FQ� FLOOR LIVE LOAD:-Q sf FLOOR DEAD LOAD: 10 sf Attic with store e: 2O sf Roof Zone 2N 0 Siding Stucco on Block n t S DO° Install using " x T battens attached to wall using 3/14" dia. 0° � R. �0�' O Soffit FLU 16503.1 12 Tripple 4 with I" min. embedment into wall. Attach Soffit channel to wall using Digitally signed by 0° o o o b Full-O-Vent Single Kagcan LTD 0.09�" d1a. x 1.5" T-na11s at 12" o.c, per detail C 1n P.A. Install J" ± 55.6 PSF O' o o ° O SPAN VINYL S_0FFI channel to bottom of fascia using staples into soffit and same T-nails ELEVATION NOTES: ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING Daniel R. Braden °o � AR977770 at hem and in valle s er detail A in P.A. ( roduct a royal) O. ° U ��0� RETURN ALL STUCCO BANDS TO WINDOW OCCURS BETWEEN THE BUYER AND WYNNE BUILDINGS CORP. / _ Date: 2021 .06.10 o 0'° OR DOOR I have reviewed the above and approved it bg mg seal below. ( Architect or Engineer of Record ) . AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 15:04:27 -04'00' FLOOR P L /4 N Opt. PATIO/SLAB "" 35'-O" TYPICAL NOTES: SCALE 1/4" = 1'-O" �� C R ,4 S H F O S T D E T ,41 L 12" x 12" Concrete column 12" 8'-10%2" 12" 8'-l0%2" block filled with concrete and �'-�%2„ -� %2" 1. Contractor to verif ALL notes and dimensions prior to N.T.S. (2) 41 bars vert. tied Into W.H. = water Heater 36" high by 4" diameter lintels above 2 proceeding with work. steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3i8"expansion bolts into �N_ ° ° ° ° E) 00 00 - � 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (a/8"t 5o ksi steel plate) EGRESS a minimum 1,�filled cell under F.S.I.I. Ibex stress. 6" girder above 4. No dissimilar metals to touch. o S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. /2„ /2„ O C o ° ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to o WIRE LATH t STUCCO O shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ,:, o o CEILING 0 Drywall at ceilings shall be leveled and attached to bottom chord 1,3/e'" 2'2" 19'-9" of trusses with screws per FBC R-102.3.5. 0 2/2„ 16'-0° -1. ALL wood in contact with concrete shall be pressure treated. o o ° MASTER T E i� ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. N ■ O 9. ALL plumbing fixtures to be low flow. /2 C O BEDROOM - 10. Contractor to Provide Drain at water heater in accordance oo O O OO o0 8 _0„ A F F - ���' with the current edition of the Florida Plumbing Code. O I Flat CeilingN 11. Contractor to Provide a 2 -8" wide door at one bathroom for handicap accessibility requirements. 2'2" 2'," O O 12. Lowest finished floor to be Set b Governing Building Department Recess top plate 6"w x 3/8"d Counter top - verify type � I i � y g g P h 6" �2 for steel support angle with contractor ❑ O Surveyor to Set In field. see detail on this sheet 13. Separation between residence and garage shall be per FBC R302.6 O I © Vanity to be v 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door I 34 r2"high pC 15. wall and Ceilingshall have a flame-spread classification of not greater than 200 er FBC R302.9.1 Steel countertop support angle / I A P g Install 6" from each end and Base cabinet 8'-0" to 9'- " A.F.F. _ Rod Shelf I�. wall and ceiling finishes shall have a smoke-developed index of not greater than 4 0 per FBC R302.9.2 one in center of counter. Vaulte Ceiling e — — 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant see angle detail I Ln r — — ° cy P 2" x 8" wood studs ❑ 1�'-5" 4" 3" 4" 6'-4" flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation at 16" o.c. = U 0 materials exposed on the underside of the roof deck or on the attic walls shall comply I/2' drywall 1 a , U With F.B.C. R31� - see permit info box of code edition 2" x 8" PT wood plate � ,� 1"1 NI � O a; _ 0 � (� ID 18. G psum board material shall conform to ASTM C3�, C-19, C415, C514, C630, C931 I J '� U C 60, C1002, C104-1,Cll-1-1, C1118, C12-18, C1395, or C1396 and shall be installed ° C] OSE according to the following: (FBC R�02.3.5) ■ I oc1 Framing KITCHEN ISLAND FRAMING DETAIL Drywall Location Orientation g Max. spacing Nall sizing options for �' °i I I -I L — — — — — H.B. Thickness Member of fasteners Installation of drywall Into ,n - Uu r O Spacing b _ o� az N I = Rod Shelf Maximum wood framing members tr FL-0 a Nails Screws 2" x min, thickness H °d) 9 ° Perpendicular 24" 1, 13 a 1 3/8" Ion with 19/64" head 3„ 12 I O I o 3� ❑ O Gelling P � 12 g OR g — -- 0.098" diameter x 1 1/4" Ion m\� annular-ringed or 5d cooler nail I WASHER DRYER 2" /2 OR I 5,_3„ = :9 J W Verify attachment � � O �[ Walls Either 16" 8.. 16" 0.080" dia. x 1 5/8" long with hole location with GC O I - L,4UNDRY W Direction 15/64 hea OR prior to fabrication I O 5 O Gypsum board nail 0.086" dia. 3/8" thick 6„ W x 15/8" with 9/32" head. Steel bracket O 8'-O" o 9'-8" A.F.F. Ceiling Perpendicular 24" -11, 12" 13ga 15/8" long with 19/64" head Vaulted Ceiling I 1.� LL IL OR 3.. DINING I _ o O i� 0.098" diameter x 1 3/8" long _ ( , annular-ringed or 6d cooler nailROOM I - 34ny2 iy gh to b O v 8 " OR I = I I 42" Walls Either I6" 8 16° 0.092" dia, x I �/8" long with COUNTER TOP BRACKET DETAIL O O 3/8" thick steel counter tops to - Direction 1/4" head I overhang wall 1.5" �r I I �' O Z cou ter top supports 90„ 4" Gypsum board Rnail 0.0915" dia. �i r counter to s to e4 eq Z 0) x I �/8" with 19/44" head. i S' T MASTER i 2"I overhang wa l 1.5" 6 6 ® - ❑ ^ U O 41. i Q 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, '��2 ,� BA 0*� 2 I I � U A108.1, A118.1, A118.3, A13�.1 and A13�.1 KITCHEN w„_,�'��� 1 ` I I -' I o EIPANTIR — — — — _� O 20. Cement, fiber-cement or glass mat g psum backers in accordance with ASTM �' """ LAUND 00 RY I �I I `A" I 2" o m c^� C--- — — -�" O � „� 2 I 3 I -� D W i +41" high wall O C1288, C1325, OR C1118 and instal I.A.W. manufacturers recommendations shall IL 21 1 1 1 I 1 ° ❑ g � U be used as backer for the wall the in tub areas and wall panels in shower areas. I 2" 2" -'R i I I I I SECOND - J-LI [u 9 9 P P `"2;' 2" i M 1 KITCHEN I F BEDROOM o o Z � � 21. insulation including facings s such as retarders or vapor permeable members Installed 2" ` o-I within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics 2„ 2„ SHWR-I 3" I _ 8'-0" to 9'- " A.F.F. 8'-0" A.F.F. = Z shall have a flame spread index not to exceed 25 with an accompanying smoke WC-I I o_ m Vaulted �eiling pper cabinets to I Flat Ceiling JJ� developed index not to exceed 450 when tested in accordance with ,ASTM E 8-4. 2" �I I � extend ove Ref. I Insulation shall comply with F.B.C. R31�. BATH #2 3" I I � W 3" NON V NT ROWAVE I Install doors thru buck Into I REF. _ block using tapcons as stated SANITARY RISER � 36" CLEAR - N 2`I' 12'—8 Install windows thru buck Into in product ap roval form on sheet I. INSTALL YULKEM BLOCK SEALANT H.B. L — — — OPENING _ block using tapcons as stated Exterior face Buck to be x 6" PT ON ALL JAMB, HEADER, AND nts to septic/ 'ry m N Exterior face in product approval form on sheet I. of wall SILL BLOCK PRIOR TO BUCK sewer system o m lU O O of wall INSTALLATION — — — - aries Varies N �r - W = v m W H —II Batts Insulation O Z vi O A/c W.H. - z 0 4"� Steel Ballard � Provide auto � ❑ Z 11.1 00 co u 0 THIRD See product approval for #1 ^, See detail on this sheet closer E M ® < ,, (N(N l U I"x4" P.T. Buck nailed to Inge screw into wall req. Q9' r W_ BEDROOM _J < M �� block with case hardened nails prior to window attachment r 22' x 4 — > ' (L t r L Detail at Door 22" X 54" 7 D e t a i l a t w i n d OW S Metal roofing and underlayment intstalled per Product Approval I Attic Access 10 = I p ❑ I z N N C # FITS NTS as shown on sheet I over CDX decking - see roof sheeting I with tight Q J attachment diagram on roof plan. L — — - _ v Simpson HETA 20 or equal ❑ 8'-O" A.F.F. J m J I cn 8F1 Ceiling (� a- with'(10) 10d ox la 1/2 each truss g _ O r 12 Flat Ceiling � � � r r 3 � Window Schedule l 24 o.c.) supporting Max. PRE-ENGINEERED TRUSSES - J (� r 3 18101bs, uplift 4 � at 24"o.c. TYPICAL � � O � •• •• 3 m Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE (shop drawings by manufacturer) © LLI x Truss mfg to provide level 4 4 m 12 8 �_ I. 4'-5ig"x 5'-3 ie" 54is"x 63i4" Single Hung ZONE 4 return to be 1" short of wall O - m Oi L = Uj H 1L ate' 2. V-gig"x 5'-3 i8" 15" x L3 i," Single Hung ZONE 4 Aluminum Drip Block wall in m (� N ■ " 2�iz'x 38ig" Edge t Fascia R-30 blown fiberglass garage a struck tblock o be O O MT O 00 ° - r 3. 2 x 3 2 1/2 Single Hung ZONE 4 „ in bottom chord of trusses ❑ 2 -8 ❑ R—II Batts Insulation ❑ 'Q }�, 4. 4'-5ig"x 4'-tie" 54ig"x 54yg" Single Hung ZONE 4 2 x 4 Sub-Fascia 12„ 13'-O" ° 4„ V-1/2" drywall with smooth finish ❑ Provide auto 15Panel P Kaycan full o vent vinyl soffit installed EMERGENCY closer ,ALL Windows t0 be aluminum windows w/ tint per product approval form on sheet I. Two rows of beam block filled with concrete ❑ EGRESS :4 and (s tli bar cont, in each row. Substitute ° ------------- ------- and mullions per elevations. recast lintel filled with concrete and (I) #5 ❑ �--- l �---------- l 0 I 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 gar cont. for bottom row over openings 3' I I O B I 1.25ough opening ALL windows in bathrooms to be tempered level return with (2) 8d I I I for this door I All rough opening dimensions to be verified b contractor ring shank nails with min. 1.5" 1/2" drywall over I" x furring I I I b 9 P penetration into soffit framing strips at 16" o.c. with R4.1i-foil I I ❑ p - ❑ I I- with manufacturers specs prior to construction ° - 00 ° P P insulation on typical 8 Block walls ❑ I I I� O CART I ❑ 5/8" thick light textured - All drywall to be installed per FBC R102.3.1 I I I I D OOr Schedule stucco on typical concrete and shall meet all pertaining ASTM codes. I I I I block construction � Mortar to be Type M on proportioned er FBC R4011 I I I GA RA G E I and Mortar Joints shall comb with FBC R401.2.1. �, I I 13'-O" �, Mark Size Rou h O enin Door Descrl tion PRESSURE ZONE Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) I I I I 0 0 o o SHEET NO: 108" x 84" Overhead Garage Door 35 bar overlap w/ ❑❑ ❑ O O❑ ❑❑ ❑ ❑ ❑❑ �t 41-Ow X 1'—O" g ZONE 4 30" overlap FIII cell with grout and ° B 3'-O" X L'-8" 41 i9"x 83i9" Fiberglass Panel - Inswing ZONE 4 at each filled cell ll) 45 bar vert. (typical). �4" x 81 �2" �e;�„°' Max, spacing shall not exceed C L'-Off X L'-8" Sliding Glass Door ZONE 4 48" unless otherwise noted Masonry Beam - 9'-O" 2'-8" 6'-4" 2'-8° 9'-O" 2'-8" 2 2' 8" D 2 -O X L -8 Solid Core - Wood - L-Panel —&-Fold Finished 24 x 81 /2" Wood see foundation plan notes for ase spacing at openings 0F 5, E X—L" X C-8" Solid Core - Wood - L-Panel I" x 6" P.T. Buck Walled to " x T. B k ails to block with case hardened nails I 6 P. Buck n d �" concrete slab with fibermesh OR rior to door attachment head block with case hardened nails F 5'-O" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold 6 x6 410/10 WWM on 6 mil V isqueen over and jambs prior to door attachment JOB NUMBER: G 2'-8" x C-8" x I%," Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage clean compacted termite treated fill n 0 0 • W l � - 1 � 86 H 2'-8" X L'-8" Solid Cole — Wood — L—Panel Install SGD Frame thru buck into Grade block using tapcons as stated J X-L" X C-8" Solid Core - Wood - L-Panel - Bi-Fold In product approval form on sheet I. Masonry Wall � `. • � �DO000000 Head1�1 Square footage Breakdown oo�o�p[ Qoo�o sliding door Total A/C Space - 1,-I53 s . ft. OOo P q � ° o ' o o- ° o Covered Porch Total = 2�2 s ft. o° �o °� o --I,- ALL Exterior doors to withstand pressures stated in permit info 14"w x 18 Concrete footing Install S D Frame thru buck into - q- o��r�. oho box on Sheet �l 1 1 with (2) 45 bars cont. and 45 Verify sill attachment req. Typical Flooring block using tapcons a stated Garage - 459 sq. ft. DI ItaII SI wed b � ° �� 14 °o b " transverse bars at 48" o.c, with product approval on in Digitally g y o 0 0 o° O GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 14 sheet I. product approval form on sheet I. Under Roof Total = 2,484 S . ft. ° WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 = Jamb q Daniel R. Braden ° °° AG��7777® All rough opening dimensions to be verified by contractor T P /4 L S T i O N ��2 S l l d I n Door D e t a i l Date: 2021 .06.10 with manufacturers specs prior to construction - 9 Total Cubic Ft = 14,024 15:04:46 -04'00' �o - Men Scale 1/2 — 1'-0" Bottom Track Sill At Masonry Wall NTS F4 12" x 12" concrete column block filled Opt. PATIO/S L A with concrete and (2) 41 bars vert. tied I 35 0„ O I into lintels above F 4 FOCOI I Y /4 T I O Nl FL /4N 12" 8'-10%2" 8'-10%2" STRUCTUR /4L MOTES : SCALE: 1/4" _ �'-o" - - - - I. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY j�7 — Tj r FI ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS T �3 Filled cell under CONSTRUCTION 1 girder above o 18 1 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND #5 BAR VERT. AT 1 - -' O I �" 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 _ 1 I ■ CONSTRUCTION 0 Rear Porch Slab to L FI 6 -O WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION p 1 W - be poured separately 1 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. a from House Slab. - BEARING CAPACITY. IF ANY SUB-SOIL, MUCK OR NON-UNIFORM 1 O CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: I N PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET 1. Thicken footing to 1 O 24"w x 14"d x 2�4"L ° `�•• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS O under filled cell ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 14• ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 00 O O DO 00 1 under girder bearing. I a�j�► BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30� STEEL. O — — — � I �� r - - - - FI - - - - - � 5• POISON SOIL AND COVER U1/ 6 MIL. YISQUEEN WITHIN 24 HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I Rear Patio/Slab to 1 LL " BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 1 be (lust with bottom of SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION, slidin door recess. 1 O FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, O a 6. SLAB ON GRADE TO BE A MINIMUM +' THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. OI I 1 Slope I I a WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 1 1 1 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" -A MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 1-1. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF ° CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI O 1 1 I Ca � 3 U �/ PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE 1 I a u STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND 19. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM 1 1 O a fj U Q COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: 1 I U PROCTOR VALUE. A 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI 1 I ° 8 2 x 6 /8 = Fb 1,200 PSI 2 x 12 = Fb 9-15 PSI 4" oncrete slab with fibermes OR GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND �m 1 6"x6" #10/10 LUUJM on 6 mil Vis en over DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE I 9 H.B. ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. our 1 cleah compacted termite treat fill 1 O GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH ` 1 I O TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD ° I o FOUNDATION PLAN). PROVIDE I I/2 RECESS FOR OVERHEAD DOOR ■ �- WASHER DRYER 1 F 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS Termite Protection for New I 1 FI I o FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... COnStrUCtlOn aS per F.B.C. R318.1 O 1 1 ° ° I . 45 bar Vert. w/ CONTRACTOR TO REFERENCE F.B.C-R _� 1 30" overlap Fill cell with concrete and FOR FURTHER REQUIREMENTS at each filled c (1) 45 bar Vert. (tgpical). - 1 Max, spacing shall not exceed 48" unless otherwise noted LL U_ Wood see foundation plan notes for Thicken edge to 8"x8" Base spacing at openings with concrete and 4" concrete slab with fibermesh OR -� 1 1 1 U 4" concrete slab with fibermesh OR one s bar continuous 6 xcleanOcom a/10 ched termiteM on 10 ail itedef II en over 1 6 x6 410/10 WWM on 6 mil Visqueen over p o clean compacted termite treated fill GRADE O 18 1 I I O Z Grade % _ 1 1 0 Z UO 1 1 1 Q QL U ' ' 11 II11 � � O r „ „ �13 014 w x 18 d Concrete footing F- with (2) 45 bars cont. and US PORCH SB EDGE DETAIL °_ ``' 1 i °� i O I F_ U transverse bars at 48" o.c. 1 I IO 3 SCALE I/2" = I'-O" � 1 � FLLI - 14" 45 bar Vert. w/ O 1 Z TYPICAL FOOTING DETAIL 30" overlap 1 1 4" ncrete slab with fibermesh OR FI 1 Z U, 1 - - at each filled cell 1 1 6 x6 /10 WWM on 6 mil Visqueen over clea compacted termite treated fill 1 5 bar cont, in curb Fill cell with rout and I I � 4" concrete slab with fibermesh OR g MICROWAVE 1 ° (1) #5 bar Vert. (tgpical). NON-VENT REF. ■ 6"x6" 410/10 WWM on 10 mil Visqueen over1 I clean compacted termite treated fillMax unless shall no exceed H•B O 3'OPENING Curb height 2 I 45 bar cont. Verifg based on Wood see foundation plan notes for 1 O O N cV foundation plan Base spacing at openings — — — — — — O O — — — — 1 u O Step per 4" concrete slab with fibermesh OR P foundation plan 6 x6 410/10 WWM on 6 mil Visqueen over A/C W.H. � 1 1 � ". Z Z � � a: clean compacted termite treated fill ° , lU OD M O Grade a.. . I See detail on Ilth s sheet 1 1 puj O N G ■ z � Ln OD J < Sao U 1 r 1 11 > / 1 �- 0- � rr � 3" (2) 45 bars cont. bottom steel I 22 54 � 1 1�� � � �� � 3 — 1 I at ith ght I tic Accen1 1 1 �Q Q 10 I Z # 10' -III _ 14"w x Is"d Concrete footin 1 — — — —'�/ 1 1 �i - - 1 0 O 12" _ g 1 UJ 1 1 I ~ O rr� Cr with (2) U5 bars cont, and tt5 � U U `.�. � 2 DETAIL A T GARAGE S T E P D O lU N r transverse bars at 48" o.c. E 1 (�- 1 1 I ° W m SCALE I/2 - I O 14 1 4 1 1 O � 12" x 12" concrete column I I Meter and panel LLI X J block filled with concrete 1 N — — — — either side of Q! LL and (2) 41 bars vert. tied f S GARAGE CURB DETAIL O Contractor to provide — , J ` (6 b +, into lintels above M roper foundation chairs - — — — — — — — — — — q (� N R SCALE 1/2" = 1'-0" �' Dose ie cati 1%2' MM or proper steel installation 1 - 1 0 O 0 Isislocation r 0 service Ixation � 1 °° 10 o - - - - - - - � - - o Top of footer = 1 1 16" below finished floor N ISO A ° = — . , . p Panel 5 m 1 o I I 4" g tA 1 i of I Io 30"x30"xl6" concrete 30 min. - I 13 -O" �1 O I `n O - II I= column footing with (4) 1 45 bars each wag I I 6 3 —I 2" x 6" PT wood secured with Corner Steel Lap 1 1 1 30" 1/2"dia. x 6" expansion anchors with 2 s washer at 18 o.c. overhead door track secured to wood n t S L — — `--' - 1 J „ 3 COLUMN FOOTING DETAIL q O - - - - - - - - O O - - - - - - - - - - - O iamb per manufacturer's product approval O O O 1.5" Recess for O O O O O O 1.5" Recess for O O O SHEET N O SCALE 1/2° = 1'-0° Garage Door Jamb Detall ° ° ° ° ° ° ° ° ° Garage Door is Garage Door GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. OF 5. Filled Cell Masonrg Column With One 2'-8" 2'-8" �"-41" 2 -8' ,JOB NUMBER: 45 From Footing To Beam Each. Filled Cell Masonrg Column With One 35'-01, _ Q Grout fill To Be 3000 PSI 45 From Footing To Tie Beam V FOOTING SCHEDULE See Floor Plan For Location Grout fill To Be 3000 PSI Mark size Description See Floor Plan For Location oo��00000�o�0000� FI " " MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS •t;.:r' _ ' ; :; oO��Q��D0000aoo O o 14 W x 18 D ` . � F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS ,' t at :'' t= �. �� R.BRAD D ti F 30" x 30" x 16"p COLUMN FOOTING WITH (4) 5 BARS EACH WAY Digitally signed by o° o e ��® ��� o0 0 0 F 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS Single Filled Cell Column Daniel R. Braden o-. oo �a���a® Qoms0 Double Filled Cell Column 9 Date: 2021 .06.1 o p�o� oo��oo° 14 W x 18 D F5 With Curb Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB s 0'-0" NTS NTS 15:05:01 -04'00' o�Q�Dp��00�� ���00000�0� 45 cont. beam steel to run Strap truss to wall using Simpson MGT with Simpson HETA 20 Provide 45 bars with 12" min. lap through lintel and tie to Trusses at 24 o.c. 5/8 dia, threaded rod With min 12 embedment hurricane anchor at each truss into beam and 48 bar dia, into g see shop drawings into beam either wet set or in a ox with down rods in jamb cells. �-I I P ROOF SHEETING y (22) IOd nails into truss. Add blocking to t' 2-f" O.C.) supporting Max. vert, filled cell. b others truss eg per detail on this sheet ETA 20 I810 lbs. uplif t - ----------- -------- ---------- ----------- - ---------- ATTACHMENT DETAIL R-30 Batts N _------- I. Minimum Nail Size = 8d angular ring shank (min. 2" long) 2. Minimum Screw Size = #8 x 2" L90B IOOB s: S. Minimum Sheathing Thickness 19/32" COX PI wood R-19 batts BI 60 Provide Cast-Crete un peamlit �nfo boxsonathesenpPan$fo� for er3 stated R-19 batts ,� BI 8UI(.—IB/IT precast _ l� l lintel set in mortar Min. 8" Bearing 1, I° ® 4 FT 3Q O LLI O IL B I Fill lintel solid with I I TYPICA �a O grout. ; Provide PT Buck i Grout Filled Cell GABLE I Frame ceiling transition J ' attached per iamb 1 Q�z THIPICAL as needed sing metal studs N details into filled cell _ _ _ _ k IN field verify exact configuration L9oB ® 4 FT and sizes 11 J\.1 11 11 I: l 4" Pre—cast ; l 4 FT ® Drywall ceiling Sill )r see typical section Gelling transitlon Insulation Detall Q 4F nts Provide 45 bars with 12" min, lap 3 I 1 I I into footing and 48 bar dia, into 4 FT 4 FT vert. filled cell. LU BI I Ke Zone Edge Field Fastener Pressure L&C( Z BI •• 6" 8d ring shank 45 psf Q a 2E, 2R '4" 6" 8d ringshank �6 psf �iz (V O Concrete Footing 2N/3E/3R 8d ring shank 84 psf a ..Q See foundation plan for v for exact sizes N lu p[ L DETAIL AT WINDOW OPENIN I >� L�f BI _ — -0 Scale: 1/2" = 1'-0" C B S WALL SINGLE PLY REAR GIRDER TRUSSZL�- '4 OP I u Q < � a " (q w L Iq' �" BI U Nail 2" x 4" blockingto vert. leg of truss with IOd x 1.5' nails at 4" O.C. u <r Install Simpson MGT into wall using � 5/8" dia. threaded rod set min. 12" E 0 _ � N into wet beam and (22) IOd nails into truss to d X Verify with Plan L N +' Concrete „ „ 12 x 12 O rn Lintel Column Block BI L22 v 4-3 �, L AULT�ED RE a a < _ ui TRUSS BLOCKING DETAIL � � � Rebar U1 ca < o l L Rebar 48 Bar Dia. � ,: AT GIRDER STRAPPING _ N 00 O w E C °° U Min, Overlap AT CENTER BEARING POINT ;. L,�S I � � � = E � � _ FZ2 I'= E u (y C olumn to Lintel A ttacllm nt IS'-6� BI �- O z z NTSQ U O ALIU, - AC U BEAM SCHEDULE � SLOPE Z o U Mark Size and Description 111 BI LSI 11J �[ 3 z < —1 Two rows of beam block filled with concrete and I 45 bar �. Z BI continuous in each row. Hook vert. bar over top bar with 45 900 bend bar with a 10" min. lap at top bar. 2" Met roof g and u der ment intstalled per Product Approval (y (n H as shown on sheet a COX decking — see roof sheeting tach nt dia ram r f Ian. Additional Precast Lintel „ „ „ „ u5 bars Lintel Bar Clear A B Aluminum Drip Edge & Fascia Brace Gable end (y CLEAR Length Length Span Bars Bars 1/8" thick light textured stucco installed per with 2" x 4" SYP 42 � C(1 9 I' .• '' '1 'I ASTM C 926 over ASTM D t e 2 paper backed 8ft back nailed to bottom (K O O i ''. i i i ► .''°` i 2'-10" 2'-8" I'-6" 2,u3 none wire lath nailed to substrate through one layer of of top chords using (2) IOd - W u O` ASTM D Tye 2 felt paper using 8d nails. Substrate nails at each truss `r '�----�' '�----y '�----�' Flash and Counter to be 19/32 COX Plywood nailed at 6 o.c. in field �' � � 3'-4" 2'-2" ZU2t none and edges with IOd ring shank nails into studs, flash Z LL1 OD('(1 u O 8F8-OB/IT 8F8-IB/IT BPS-IB/2T ' ,. Lo aD Q� O Nail ledger to BI L3I 06(mil Additional 4'-0" 3'-10" 2'-8" 2,u3 none able end truss 0 r — — < > aD aD U 45 bars with (2) IOd ils I I Q CLEA . '':i' 4'-6" 4'-4" 3'-2" 2,u3 none u ne Row of "H" at each web 1 " >� L 22 x 54 . '' Block Above Metal roofingand underla ment intstalled per Product A ro 00 yal BI Attic Aeeeas # ,':;. 5'-4" 5'-2" 4'-O" 2,1*3 none as shown on sheetI over COX decking P see roof sheeting with tight 1 i Z 2, 4 none attachment diagram on roof plan. W — � r '' .I Precast Lintel r ° .1 / a- Cr Additional i "-6" 6'-4" 5'-4" 2,U4 none Simpson HETA 20 or equal 12 I I / I I U 0 r r 3 H rr� :. � u5 bars It____,, hurricane anchor at each truss F PRE—ENGINEERe�ED WOOD TRUSSES I — I U 3 (q �'—O" 6'-2" 2,U5 none with (10) IOd x I I/2" nails 4 � � � •• •• 3 ( 24" o.c.) supporting Max. 9 24 o.c. TYPICAL 1 _ 1 (V F- 8FIL—IB/IT BFIL—I5/2T 1810lbs, uplift ( shop drawings by manufacturer ) I / I BI I O I W � J NOTES: 8'-4" �'-10" �'-O" 2,1*5 none I I I I L = �1L +' 1L I. min. coverage of steel=l.5" Truss mfg to provide level 12 9�992� 1 1 L31 1 o0 1 2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60. / V �1 3. standard for reinf. steel=ASTM A615 return t0 be Short Of Wa11J I I 141 r L �f SLOPE / 8' o" >�IAx = to (V TYPICAL LINTEL SECTION Aluminum Drip I I I I 'Q Edge ( Fascia R-30 blown fiberglass I I 48 I N PRECAST CONCRETE ) / 2" x 4" Sub—Fascia 5/s" thick stucco on 3/s" hi—rib lath in bottom chord o trusses I I I IODD SPACE 12" attached to horizontal and vertical wood framing with nails or staples to provide 1/2" drywall with smooth finish I / Kaycan full o vent vinyl soffit installed no leas 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) 1*5 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 lU Window Rows of Max. Max. Max. level return with (2) 8d ring shank nails with min. 1.5" 1/2" drywall over I" x furring - �y (L or D "H" Block Gravitg Uplift Lateral penetration into soffit framing 5/8" thick light textured strips at 16" o.c. with R4.1 i—foil Mark Unit Lintel Above Bottom Top Load Load Load P I Width Size Specification " " Steel Size Steel Sits (PLF) (PLF) (PLF) stucco on typical concrete insulation on t ical 8" Block walls -I I TA BI 12" x 12" concrete column block construction yP r L22 2'-2' V-0 8FIL-IBAT ONE I u5 1 u5 L113 3541 2854 block filled with concrete - All drywall to be installed per FBC R102.3.1 and (2) u1 bars vert. tied Varies see plan and shall meet all pertaining ASTM codes. BI BI BI L31 2'—L' 4'-0" 8FIL—IB/IT ONE 1 u5 1 u5 2931 3019 2128 into lintels above Mortar to be Type "M" nil proportioned er FBC R60-1.1 LLO 2'—e' 45 bar vert. w/ L90 L90S 3'-I" and Mortar points shall coin ly with FBC 60�.2.1. fS H E E T N O: thicken edge to 8"x8" 30" overlap p Provide Dur—O—Rock at all wet areas (ex, sowers tubs etc...) L45 4'-5" V-10" 8FIL—IBAT ONE 1 u5 1 u5 4340 2093 944 with concrete and showers, L50 5'—O' L'—L' 8FI6—IBAT ONE 1 u5 1 #5 3480 1880 1204 one u5 bar continuous at each filled cell BEYOND Fill cell with Grout and LLO V-8" T—L" 8FIL—ISAT ONE I u5 I u5 2661 IL34 891 Rear Patio/Slab to (I) 45 bar vert. (typical). ETA 2O L80 V-O" 9'-4' 8FIL-IBAT ONE I u5 1 u5 1843 1133 139 be flush with bottom of Max, spacing shall not exceed ET�20 48" unless otherwise noted Provide for utter sliding door recess. Wood g OF 5. L90 9'-0" 10'-L' 8FIL-IBAT ONE I u5 1 u5 1533 914 519 see foundation plan notes for Simpson HETA 20 L90B 9'-0" 10'-L' 8FIL-IB/IT ONE I u5 1 u5 1533 914 519 Top of Tooter Base spacing at openings PRI eOI wr p F L A N hurricane anchor at each truss Provide downspout 16 below finished floor JOB NUMBER: LI00 10'-0" II'-4' 8FIL—IB/IT ONE 1 u5 1 u5 13LL 198 L04 Step per foundation plan 4" concrete slab with fibermesh OR O.C, su Ortln ax. L1ooB 10'-0" 11'-4' 8FIL-IB/IT ONE 1 u5 I u5 13LL �98 Lo4 ;s 6"x6" �t1o/10 WWM on 6 mil \/isqueen over — O V E P H A N G S A T 1'—O" UNLESS O T H E R UJ I S E NOTED O N Tj M* I�HWT o . Slope per foundation plan _ clean compacted termite treated fill — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS S H E�T L120 12'—O' 13'-4' 8FIL—IBAT ONE 1 u5 1 #5 1015 LOL 433 TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER LI20B 12'-0' 13'-4" 8FIL—IB/IT ONE I u5 I �t5 1015 LOL 433 i _ ��O.ODOOoo _ — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE L140 14'-0' 15'-4' 8FIL—IBAT ONE I u5 I u5 1250 485 341 LILO IL'-O" IT-4' 8F8—IB/IT ONE I u5 1 u5 950 404 251 III ' ' ' ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. o a °° oo ._ - ._ . — ALL TRUSS TO TRUSS CONNECTIONS BY o �° o LILOB IL O IZ 4 8FIL—IB/IT ONE I u5 I u5 950 404 251 R 8�0 � o ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS - TRUSS MANUFACTURER Digitally signed by Q o a ��® �� °.0 . LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE FI ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR O, o REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING 1I - 14 TO CONSTRUCTION FOP LAYOUT AND UPLIFT VERIFICATION Daniel R. Braden ����°o° �a�e�a® °off 0 LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. L o ° 0 REQUIREMENTS F3 T l e a l Section e t f on a t Front F Or e h — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Date: 2021 .06.10 °off .00 - LINTELS OVER 1+-0" LONG ARE TO BE PRESTRESSED. PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO 15:05:21 -04'00' Scale I/2„ _ I O„ TRUSS CONSTRUCTION PANEL „A„ Opt. PATIO/SLAB Opt. PATIO/SLAB Poles BR Load Wire Description circa circa Description Wire Load BR Poles 1 20 1.2 kw 412 Refrigerator I Range U. 12.0 kw 50 2 1 20 1.2 kw 412 Clothes Washer 3 1 20 1.5 kw 412 Kitchen S.A.C. 5 6 Dr er u10 5.0 kw 30 2 1 20 1.5 kw 412 Kitchen S.A.C. 'T B 1 1 1:1 1 20 u12 Bathroom Recepts 9 10 Air Cond sor 910 5.0 kw 30 2 1 20 1.2 kw 412 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 Air Handl r #10 5.0 kw 30 2 1 15 414 General Lighting is 16 124 CFM / \ \ i� Oi� C �-I � y � I 15 u14 General Lighting Il IS WH >>:10 5.0 kw 25 2 IOXIOxL / IleM � ST � i� \ BEDROOM � D � O 0 1 15 u14 General Lighting 14120 PORCH E01 I 15 414 General Lighting 21 22 GDO #12 0.81 KW 20 1 -0- WF GFCI I is 414 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare 1 Spare 29 30 Spare MA S T E R PANEL "A" LOAD CALCULATION SHEET BEDROOM V / Load Description Qt . Watts Total(Watts) I General Lighting (3 watts sq. ft.) 1135 3 5,205 I 12x12x10 •• Small Appliance Circuit(s) 2 1,500 3,000 1 B/A 124 CFM I to lOxlOx6 Range 1 12,000 12,000 Refrigerator 1 1,200 1,200 141 CFM 141 CFM Tr I a Microwave 1 1,500 1,500 I0xIOx1 I I0xIOx1 Dish Washer 1 1,200 1,200 ` I Clothes Washer 1 1,200 1,200 1 r�� C FCI Clothes Dryer 1 5,000 5,000 1 r 1�1x10 I - - - - - ° N Water Heater 1 4,500 4,500 I B/A a iD Garage Door Opener 1 810 810 I 1 i - U (L/ I 8x4x4 I / I i s u Total Watts 35415 1 I 9 CFM i I 0� Q U6E Q First 10000 Watts e100% I 10,000 10,000 GREAT 1 R O O G R E A I ROOM R U I ° Remainder 25415 e I O 10,246 ILOSET40% I LOSE1 IElectric Heat or A/C 10,000 60 1 10,000 10,000 - Fcl Calculated Load Watts 30,24L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.02 1 - ®� 8x4x4 __ Vent thru I o \ Panel Size Required = 150 Amps 1 WASHER DRYER 50 CFM ---soffit I \ - �! 1 \ WASHER DRYER / I I \\ LAUNDRY Electrical Sgmbol Legend 1 LAUNDRYL DINING ; � - \ VP \ $ Single Pole Switch ® Recessed Can Light 141 CFM 8x4x4 1 1 IOxIOx� ROOM S3 Double Pole Switch ® Egeball Recessed 1 12" 0(:7)] t4- 1 ° O IL LL B Push Button Switch Exhaust Fan I \S F ® / � / � V N Duplex Outlet Ceiling Mounted Light DINING I I / I Special Receptacle ♦ Wall Mounted Light 1 I �_ 18 CFM ROOM / x4x4 I II U Q Z P Waterproof groan fault circuit upter .is Light with Pull Chain (attic) 1 `T / I / Z 'n ® Floor Duplex Outlet © Computer Connection Jack 1 1 / v crt Carbon Monoxide Detector Flood Light 2x12x8 - I y Q v O 0 gh ���, B/A GF I Q a) (y 0 Thermostat m Electrical Panel PANTRY 7 - -__- - - - - - oaag PANTRY - -\ - - SECOND O ® Central Vac 8 Electrical Meter LU i p� i ° I i !&LE � � D � OOM Smoke Detector Ceiling fan GFci 1 U �Q IIZ CFM � i \ ® Television Jack C 'v I 12xGxl I = LLI ❑I Telephone Jack A/C Disconnect I 1 I SECOND C O I�l D N / / I I I 1 \ � AC Disc1 I - .® Z < I 124 CFM � � C.yM. Detector 1 � ' ® I x 4 Florescent Light ® 2 x 4 Florescent Light I IOxIOxL 14" BEDROOM w� GFcI GFCI i � ITC'HE' R3 4.per 3FBC \Speaker Hook-Up I ,n 3 TON I K I 1C H E N Install owlet �_ I ® I � v' MICROWAVE under own I N _VENT C FB = JUNCTION BOX TO SUPPORT A FAN SEE MANUAL I NON-VENT REF. 20x20 I not shown for Ca GFCI \ %IC OJUAILE S4 I \ I REF. "J" and Energy O 38' CLEAR T IifiTA I I clarity (� 38" CLEAR \ I \ OPENING / elln T = THERMOSTAT LOCATION Calculation L - - - - - d L O OPENIN \ for Unit into - � B/A = BALANCED AIR o I � N 1 WT d) E 0) � -� /I I2x12x8 GFCI o GFCI - - y Q9 UJ O 110 �� B/A UJ � u A/C W H �"� Steel Ballard I '��C W.H. GFc \ 5 THIRD '• Z lZl.l OD FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW #I See detail on this sheet I THIRD #1 4 0 Steel Ballard / f� CM THIRD � Z �op u O A/C disc. A/C disc. BEDROOM See detail on this sheet 1 r _ - - -BEDROOM - < 1 � - - - - - i 13 j 'vl 100 CFM - - - - - �lr \ � � \ 0- rr L 42/0 AL SER Cable 22" x 54' (3) 41 THHN Copper With UI Grnd 1 Attic Access I = I IOXLXL 1 Attic A cep 1 rJ \ # 40 c conduit 2" I wth light 1 I ® I - J 2 I I (y cy 2" PVC Schedule L - - - - - Q L withygHf rn Q Z ISO 40 conduit sleeve ISO - - - _� J I N .. MCB into attic MCB to 8x4x4 /' 1 \ \\ UCr PANEL AHU PANEL AHU 48 CF ® \ U Orr 200a rated 200a rated G G I $4 / I \\ UJ U " 3 meter can O meter can O I OPTIONAL PANEL LOCATION / I _ I W METER Intersystem bonding METER Intersystem bonding \ r - ` Termination point Termination ant � \ > T WP GFCI U � � 2" PVC ( FPL P 2" PVC ( FPL�� P /� FCI L GFC �M schedule 80 schedule 80 150 Am / G 1B \ N Panel P / eght\ 1 150 Amp igeF 2" rigid service FPL 2" rigid service FPL GFCI // / GFC1 Panel ----------------- -----------------� �--------�------1 T----=®--------� to eansr GEC Bare ub co per wire GEC Bare U co per wire I I I GOLF C A R T I I I � r I to (2) 8'-CC� Galvanzied to (2) 8'-CC� Galvanzied I I I I 1 Garage 1 \ r Garage 1 ground rods ground rods I I I I I Door I � 1 Door 1 I I I � � � � � � I I Opener Opener I ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISERGOLF CA R T - 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 1 I G A RA G E I L manufacturers recommendations which manufacturers recommendations which I I I I I I 1 I I GFCI shall be verified prior to construction shall be verified prior to construction I I I I Light I I to garage ights GFCI I I - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment SHEET O. ELECTRIC NOTES: / � \ 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 DUCT L /4 Y O U T F. 1 2. Provide and wire all required smoke ( 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 55. ear from closing fdsale of house. O Post Light with ELECTRIC /4L 3. Contractor to verify location of electrical y SCALE: I/�f = I - JOB NUMBER: 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 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 22. All racewa s and pipes laced in or through an concrete between drivewaysSCALE: JJ LJ 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail 9 P P P 9 9 = I i -0 i� 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms, all items for a complete electrical system and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in rrn� ODOO000 9. A/C RefrigPerant lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT F F§ sleeved in VC 11. All work shall be done in accordance with the N.E.C. and conduit. °°°°°°°°10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dr er Vents to be installed er 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FByC RM1502 P ttIC en tIn C a1 Cu 1 atIOn S R.8R40, o contractor, the completed s stem shall be full operative. and telephone company. Digitally signed b o O 12. Contractor shall pay for all tees, permits, testing, and FBC 2 3 0 9 y g y O ° ° inspections including blower testing where required. 18. The electrical system shall be completely and effectively Total Attic: S a C e = 2101 S f t. Daniel R. Braden �• ° AN 977770 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. p _ q e o o�0 interference with the progress of construction. Venting Ratio 1/150 - 18.0 0 Sq, f t. required / Date: 2021 .06.10 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters against the public liability and property damage for the labels where applicable. Provide A Continuous Vented Soffit 15:05:40 -04'00' duration of the work.