Loading...
HomeMy WebLinkAboutBuilding Plans0 12" 0 Stucco ® band/ F1 Q. F1 � I I. 6. H. b I OD 2 I A T w FRONT ELEVATION ❑ Stucco band � Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FLU 11115.I over Polyglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment that - 5/8" thick light textured stucco on typical concrete block construction — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — + — — — — — — — — — 3 --------------------- — — — —— RiGHT ELEVATION SCALE: 1/4" = 1'-0" LEFT ELEVATION Southeastern Metals 24 ga By Crimp Metal Roofing Installed per product approval FLU 11115.1 over Polyglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan 5/8" thick light textured stucco on typical concrete block construction O ® A/C — — — — — — — — — — — — — — REAR ELEVATION I f (9 EVIEWED FOR C DE COMPLIANCE S . LUCIE COUNT BOCC SCALE: 1/4" = 1'-0" BUILDING VOLUME PER ENERGY CALCULATIONS = 13,913 cubic feet PERMITTING INFORMATION (FORM 100) Florida Building Code Residential 6T1-1 Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Borg: II Wind Speed: 145 mph ultimate Mean Roof Height: 2'-6" ROOF Pitch: 5:12 Internal Pressure Coefficient: ±0.I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 5'-6" Wind Exposure Classification: C Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+0.6WL Exp Height Adj Factor: 1.35 x Load Combo Factor 0.6 = 0.81 applied below Components E Cladding Wind Pressure (NET) Roof Zone: I. +24.0/-31.0 psf Roof Zone: 2. +24.0/-64.0psf Roof Zone: 3.+24.0/-94.Opsf Components E Cladding Well End Zone Width: 5'-6" Components i Cladding Wind Pressure (NET) Wall Zone: 4. +40.0/-44.0 psF Wall Zone: 5. +40.0/-54.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: +34.0/-42.Opsf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: H. TO L I] P'TCH -44A-- GABLE ROOP LESS -4V/ GABLE ROOP PROM THAN 2:12 PITCH 24 TO 1Z12 PITCH Roof Zone I ®- Roof Zone 2 Caner Zone. Walls Zane 4 Wall. Zone 5 Roof Zone 3 END ZONE �O ioNO O N t Q O U CL N m f)3 O �o 4?�mNO 4)4cLivt00v �O C 00 OD E fo o I 1 v 4 o00OD� Q v 1 VO N " i6 � aUcycv v.o ID vLUr t! m G Z- �' vr�x� 0 ELL QLL I o CL CC n� L1L- 0 LL W Sheet z 1. W OF 8. OComm 4 W 20-36 W Copyright ©i 17 risers at 1 5/8" high I6 Treads at 11" deep C-I 0 �r i \ \ O SITTING ROOM cR 13' -10" 3'-10" �-a I 9� 2, 4" all IU C=2' C-I I ENTR C-2 T 4' o„ seat BATH \ #2 BED 42 N N w t7 w x C-3 I I \ \ Car Space \ FIRST FLOOR PLAN car space ProvideSma engine red mi 1 v nt = age = ;33 Oa Vent Model 41540-510 od vent - installed per acturers recomendations. DO sq. ft. of coverage ft. - 2 vents required panel Meter S7 FLOOR FL4N \ \ / SCALE 1/4" = 1'-0" J UJlndow S c h & d u I e Mark Size Window Description I. 1'-4" x 5'-3" FIXED 2 2'-2" x 3'-2" SINGLE HUNG 3. 3'-1" x 5'-3" SINGLE HUNG - EGRESS 4. 2'-2" x 2'-2" SINGLE HUNG 5. 3'-1" x 3'-2" SINGLE HUNG 6. 2'-2" x 5'-3" SINGLE HUNG 1 2'-2" x 2'-2" OCTAGON S. 4'-0" x 2'-2" FIXED - ALL Windows to be white windows with tint. Provide muntin's and structural mullions per elevations. See product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit Information Box on these plans. - ALL windows in bathrooms to be tempered - ALL windows within 18" of finished floor to be tempered unless Impact rated. - verify all masonry/rough opening sizes prior to ordering windows. Door Schedule Mark Size Door Description A 3'-0" x 8'-O" FRENCH DOOR x 6'-8" MASONITE 6 PANEL C 2'-4" x 6'-8" MASONITE 6 PANEL D 2'-6" x 6'-8" BI-FOLD E -O" x '-8" BI-FOLD F 9'-0" x 8'-0" GARAGE DOOR G (2) 2'-0" x 8'-0" SLIDING GLASS DOOR H 2'-8" x 6'-8" BI-FOLD x 6'-8" BI-FOLD K 2'-6" x 6'-8" MASONITE 6 PANEL POCKET L 2'-8" x 6'-8" MASONITE 6 PANEL POCKET M (2) 3'-O" x 6'-8" SLIDING GLASS DOOR N 2'-2" x 6'-8" MASONITE 6 PANEL POCKET - ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. - See product approval chart on these plans for exterior door manufacturer information (including garage door) - Provide one exit door (swing type) that is 3'-0" wlde minimum and one emergency escape door (not shuttered). If escape door has glazing then it must be impact resistant and shall NOT be thru garage. This may be the same door if it meets both criteria listed above. SEAL CONCRETE BLOCK AT DOOR AND WINDOW OPENINGS WITH CONCRETE SEALANT PRIOR TO BUCK INSTALLATION PER FBCR 103.8 Column Schedule Mark Size and Description C-1 8" x 8" concrete column with (4) #5 bars vert and 43 ties at 12" o.c. C-2 4" x 4" PT wood post C-3 8" x 14" concrete column with (4) #5 bars vert and 43 ties at 12" o.c. C-4 3%2" x 3%2" x%,i Steel column TYPICAL NOTES,SCALE I/4" _ I. Contractor to verify ALL notes and dimensions prior to 20. All exposed attic insulation materials installed on attic floors shall have a critical radiant proceeding with work. flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 25. ALL drawings gdy MAY and written material herein constitute original work of this firm and the same or an art p NOT be 2. Contractor to STRICTLY enforce ALL OSHA Requirements. materials exposed on the underside of the roof deck or on the attic walls shall comply © thereof duplicated, disclosed, distribute or used in any manner without written consent 3. ALL Lumber to be used as Beam, Rafters, etc... to have with F.B.C. Residential Section R314 - see permit 21. Gggppsum board info box of code edition of this firm. Any user thereof, without consent, shall be indebted to this firm for full commission. a minimum IAC0 P.S.I, fiber stress. material shall conform to ASTM C36, C960, C1002, C19, C415, C514, C630, C931 WALL SYMBOL LEGEND 4. No dissimilar metals to touch. C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed S. ALL Concrete used for slabs shall be 2500 PSI concrete and according to the following: O = CBS walls - Fill cells solid with concrete and (1) 45 bar vent at 40" ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan t Drain at water heater in accordance with the Florida Plumbing Code current edition. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R309.1 and R309.2 14. Door between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated 15. The Garage shall be separated from residence and the attic area by 5/8" type "X" drywall applied to garage wall. Orgwall Thickness Location Or Framing Member Spacing Maximum Max. spacing of fasteners Nail sizing oppons for installation of drgwell into wood framing members 2" x min. thickness Neils Screws Ceiling Perpendicular 24" 13ga 1 3/8" long with 19/64' head „ OR 0.098" diameter x 1 1/4' long annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with 15/64" head Wells Either Direction 16" a" IL" OR Gypsum board nail 0.086' dia. x 15/8" with 9/32' head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8" long with 19/44" head 0.098" diameter x 13/8" long annular -ringed or Ld cooler nail OR 0.092" din. x 1 1/8" long with 1/4' head Wells Either Direction IL" an 16" OR Gg1psum board nail 0.0915' dia. x 1/8" with 19/44" head. o.c. for walls up to 10'-0"* high. Space 32" o.c. for walls up to IS'-O"* For walls over 10'-O" a special inspection is required by any licensed structural engineer to review and approve the vert. steel installation in the footings, in the wall cavity and into beam. 2" x 4" non -bearing stud walls - see sections. Insulate with R-11 batts at bathrooms t between A/C and Non -A/C spaces = 2" x 4" bearing stud walls - see sections. Insulate with R-II batts at bathrooms t between A/C and Non -A/C spaces ?= 2" x 4" bearing stud walls - see sections. Insulate with R-19 batts at bathrooms t between A/C and Non -A/C spaces First Floor Square Footage 14. Garages beneath habitable rooms shall be separated from all habitable rooms above by less than "X" 22. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, First Floor A/C = 6'f1 sq. ft. Under Roof Square Footage Breakdown I1. no type drywall assemblies ALL Floor to ceiling assemblies shall be protected by 5/8" type "X" drywall and A131.1 A10me A118,fib , came, or glass 23. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM Covered Porch Total = 40 sq. ft. First Floor Total = 920 sq, ft. 18. wall and Ceiling shall have a flame -spread classification of not greater than 200 C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall Garage = 233 sq. ft. Second Floor Total = 988 sq. ft. 19, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 be used as backer for the wall the in tub areas and wall panels in shower areas. 2-4. ALL materials used below base flood elevation must be flood resistant. This is to include First Floor Total = 920 sq. ft, Total space under roof = 1,908 sq. ft. 1_ all wall coverings in garage and elsewhere if applicable. a C4 �Ia v�Q vNQ Q C� U •rn V N Nv� r- r- ZM °� ►..1 4) w A O U cn >04 V� W qr 0 '!� 1 U Uw G04 W � a oCw� � o a m E -� o f .4 r �O j m c+l a W Q to 00 a, o c " cv V U to 1 1 0 < �FL ocome Q v 1 o�N2# to cl v ,� L_ , r_ r- v Ill u N c �;;i Q) x ia ELL � < LL I Z LU 41 N m Second Floor Square Footage Second Floor A/C = 988 sq. ft. U_ W Sheet A/C Space Breakdown z 2. First Floor A/C = - 647 sq. ft. LIJ OF 8. Second Floor A/C 988 sq ft. 0 Comm # Total A/C Space = 1,05 sq. ft. ua 20-36 Copyright o,) II cell with concrete and O tt5 bar wart. (typical). Max. spacing shall not exceed 4 " unless otherwise noted see foundation plan notes for spacing at openings I � I /0 a/ I I � N 1 I I u_ IOU I 1 4" concrete slab with fibermesh OR I p I CxC 410/10 WWM on 6 mil Visqueen over I I clean compacted termite treated fill C) I I r , 1 I© I I I I U I I I o I I I I I I lu_ I I I I I I I I AH I I -- — — — — — — — — I I I L I I I I C-2 4 l5t r———— — — — — — I I I� 1 l o l i I I CA I i t I I LL) I --F_I6S---L O © 1 1 lL lL \ I C-2 " C-1 r L L_ C-2 _ T_12 o I I �o I I ry F-36 I Uj ecess for I Garage Door 1---T-12---J. OIm 9'-2" 12'-4" 21'-6" FOUNDATION PLAN 0 v,dej Smar Vent Model #1540-510 igine red food vent - installed per man facturers recomendations. 1 v nt = POO sq. ft. of coverage 33 sp. ft, - 2 vents required FOUNDATION NOTES: ,, ��1 SCALE: 1/4" = 1'-0" I. Any changes to plans must be submitted to the architect for approval prior to proceeding with construction. 2. Contractor shall be responsible for verification Of all notation and dimensions prior to start of construction. 1 1 3. ALL Concrete used for slabs shall be 'i, PSI concrete min., and ALL Concrete used for vertical filled''Il�ells, continuous. tie beams etc - shall be 3,000 P.S.I. concrete and/,i"r 4,000 P.S.I. grout mix min. 4. SOII bearing capacity assumed to be #60 psf and stable. This shall be confirmed In writing by soil testing report Boni by others rior to the start of any construction 5. Verify all recess thickness at shove;";fFloors, all fpoor finishes as selected by owner, door sills II thresholds includiliiii'16c'oncrete pocket SGD frame widths etc... prior to placing any slabs. 6. Contractor to provide filled cell w1 and 1 45 bar vert. at 48' O.C. max. Provide (1) filled cell on ,tr�h side of openings upp to 5'-II" wide. Provide (2) filled cells on each sid401"_(of openings from 6'-O" to 9'-II" and Provide (3) filled cells on each) ►(de of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 24" o.c. umleas otherwise noted (see section) 1. Contractor to provide for Form Bod Survey - Form Board Survey to be provided to Truss Company prior to truss construction 8. ALL Reinforcing steel shall be grado' II meeting ASTM A-16 and A-35 speclflcations. ALL Anchors Ld be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beam*- for ALL reinforcing bars. 10. Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap and footing size verification. 4" concrete slab with fibermesh OR CxC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / CL #5 bar Cont. a a 2" (2) 45 bars cont. bottom steel 16" DETAIL AT GARAGE STEFDOWN Scale: 3/4" = 1'-0" Termite Protection for New Construction as per F.B.C. 181LI CONTRACTOR TO REFERENCE F.B.C. BUILDING 1816.1 FOR FURTHER REQUIREMENTS Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment, area shall be re —treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose —containing materials and shall have a min. wall thickness of 0.010" and shall be sealed within the slab using a non —corrosive clamping device to eliminate the annular space between pipe and sleeve. NO TERMICIDES shall be applied inside the sleeve per FBC Plumbing 305.1.2 4" concrete slab with fibermesh OR 4"xC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill V 3 Thicken edge to 12"w x 12"d " with concrete and (2) #5 bar continuous T-12 FOOTING DETAIL SCALE 1/2" = I'—O" 4" concrete slab with fibermesh OR 4" concrete slab with fibermesh OR 6'x(." 410/10 WWM on 10 mil Visqueen over 4'1 410/10 WWM on 10 mil Visqueen over q clean compacted termite treated fill SEE TYPICAL clean compacted termite treated fill SECTIONS 1/2" Expansion SEE TYPICAL Joint - Typical SECTIONS 1/2" Expansion Joint - Typical — Thicken edge to 8"x8" with concrete and — - one 45 bar continuous Thicken edge to 8"xB" #5 bar vert. at each filled _ with concrete and GRADE IIII- cell (2'-0" o.c. typical) with =IIII one 45 bar continuous 30" overlap at each filled cell GRADE N _ #5 bar vert. at each filled — — cell (2'-O" o.c. typical) with _ 30" overly at each filled cell p _ wall ° = footingwithwith (3) 45tbarsem f co t. : an #5 transverse bars at o.c — I6"w x I6"d concrete stem wells Ml III=IIII footing with (2) 45 bars Cont. — and # transverse bars at 32" o.c. - in — ...... ...•'' — III (_ 3' —IIII IIII — 24 I6" F-243 FOOTING DETAIL SCALE 1/2" F-I6S FOOTING DETAIL SCALE 1/2" = 1'-0" REVIEWED FOR CODE COMPLIANCE ST. LUCCIE��++COUNTY BOCC CaO'N PAC fl OR COPY Footing S(� UI& Mark Size and [Description T-12 Thicken slab edge to 12" x 12" with (2) 95 bar cont. F-16S 1611w x 16"d concrete stem and U5 transverse bars at wall 32" footing with (2) 45 rebar continuous o.c. (bottom) F-24S 2111 x and 45 16"d concrete stem transverse bars at wall 32" footing with (3) o.c. (bottom) 45 rebar continuous � O T a (y T Q I vm u W I @ � Q p U Os Vr+i M' I O � IC � y N N U G 0 �( A U td W �Dd O w w iM V Cn IOR � V Q�0 O W .j U Zw w¢ 4 UW.du: O O m M c 0 YAW o Q w °' O C : "" u � R = DI I 0O Q o��� U I o cv (-4 L� N U (` ci � 6 it_ 4j • r- r iJ1 NUjrr-� r 4-) ,. -c - A iV V' Q 9 E LL I LLI ,, z � to N C o !L W Sheet z 3. OF 8. Q Comm 4 W 20-36 W Copyright ©i C-1 W STRAPPING RED 16" DEEP OOR HETA 2 AT 24" O.C. TY [CAL drawings by manufa turer) 3 over 15/32" COX plgwoo Its thru 23/32" COX plgwi d with 48 x 2.5" wood acre 15 lb felt. Install 23/32" ( to trusses or Joists with tt8 Beam - see schedi size and plans for See sections for hei hts above slab HETA 20 to 'SrON HETA 20 hurricane ` t each truss supporting ° IO lbs. uplift. Strap at ) 10d x 1 1/2" nails. SCHEDULE TRUSS BRACING NOTES Contractor to brace a t an bottom chords in floor and roof trusses in the following manner: - install first raw of trues bracing 3V from exterior mile and spaces 12' o.c. thereafter top and bottom chords - install bracing on any top a bottom chord which is longer than 12" in clear span. All truss bracing to be 2' x 4' wood and shall be attached to top of bottom chord and on bottom of top chord or trusses. i apaced par trues :Cats plans splice h bracing to trues chord 2) IOd nods in all ns 4' wood bracing Typical Flooring on see Wall Section Floor ,foists for Details ( see framing plan ) --------- - 5/8" drywall 1/2" COX plywood nailed to Joists with 4d nails at L" o.c. edges t 12" o.c. intermediate DRAFTSTOFFING DETAIL scale 3/4" = I'-O" Provide Simpson H2.5 strap rach floor Joist to ledger connection king - see typical sections DEEP PRE-ENGINEERED FLOOR JSSES AT 24" O.C. TYPICAL p drawings by manufacturer) nao".roaai a5 bars Lintel Length Bar Length Clear Span u Au Bars u Bn Bars 2'-10" 2'-8" I'-6" 2,43 one Precast Lintel 3'-4" 2'-2" 2 tt3 none 8F8-OSAT ;t, Additional 4'-O" 3'-10" " 2'-8 2.a3 none 9'-C' 4'-4" 3'-2" 2#3 none 85 bars SbeA i� ".': :.i: va �Sr. Orra Row or Beam :' Block Above �;�,; :i 5'-4" 5'-2" 4'-O" 2,43 none Precast Lintel }`''� 5'-10" 5'-8" 4'-L" 2.44 none 6'-6" L'-4" 5'-4" 2,44 none r- ►,`' ' '"' i Additional � r i','b�iei� ----J a6 bars a____J l'-L" T-O" 6'-2" 2,45 none BPIL-ID/IT SFI4-I5/2T NOTES: 8'-4" 1'-10" I l'-O" 2,x5 none ALL reinforcing steel Is grade LO. I. MM. COVERAGE OF STEEL - I.5" 2. MIN, BEARING REQUIRED s EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A415 GRADE LO TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE 1 Window a D Pra_ me BM Black Max Gravity Max. Uplift Max Lateral Mark Unit Lintel Cast -Crete Stressed Above Bottom SIM Top 8� Load Load Load WidthSize tiocification steal Steal (PLF) (PLR) (PLF) L22 2'-0' T-10' 8F8-OBAT NO — — I a6 30L9 1569 I442 2'-2' L31 2 _L' 3'-9' 8P8-OD/IT NO — — 1 86 26LI 1363 163 3 -8. L46 4'-6' 5'-1' 8P8-01SAT NO — — 1 a5 1349 1016 411 LBO 6'-0' 5'-8' BPS-OB/IT NO — — 1 a5 1105 909 339 L60 6'-8. V-8' 8P8-05/IT NO — I a5 loll 121 534 L10 T-O' T-O' Slail IT NO — — 1 a5 1011 121 634 L80 8'-0' W-8' BF8-01BAT NO — — 1 a5 499 591 512 L90 9'-0' 9'-B' 8P8-OD/IT NO — — 1 a5 639 530 401 LI00 10'-0' 10'-8' 81-8-OB/I7 NO — — 1 a5 582 414 462 LIIO 10'-0' ll'-8' BPIL-ID/IT NO ONE 1 a6 1 a5 1264 410 402 LI20 12'-O' IT-8' BPIL-11SAT NO ONE 1 a6 1 a5 1015 L06 324 L140 14'-0' 14'-S' BPIL-ID/IT YES ONE 1 x5 1 a5 1310 611 2114 LILO IL'-O' IL'-8' ill YES ONE I a6 2 x5 960 SOO 194 LI80 I6'-0' 1 IS'-8' I BPIL-IB/ZT YES ONE I a6 2 a5 1 l60 1 424 149 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 13'-11" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALLLIINE typical sections for insulation LGI Floor Truss to Block Wall Attachment SECOND FLOOR ROOF PLAN TYPICAL NOTES: scale: 1/4" = I'-o" ALL Plywood sub -flooring to be saturated w/ Thompson's Water seal Immediately after Installation for leak protection. - Overhangs at 2'-0" unless otherwise noted on this sheet - Roof pitch at 6:12 unless otherwise noted Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification - Provide fire stop blocking at all floor trusses dividing the floor area into 500 Sq. ft. (Max.) spaces Deta II nts LEDGER SCHEDULE Mark Size and Description LGI (2) 2" x 8" PT ledger bolted to wall with (2) 5/8" dda, expansion anchors at 24 o.c. staggered with min. 4" embedment into Wall ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2" long) 2. Minimum Screw Gize =tt8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on st re for roof stated in permit info box on tTiese pPanrea hor zone 3 KegArea Ede Field Fastener P asIpsaff Zone 1 6" 6" 8d ring shank 45 Zone 2 L" 8d rim shank 1L p Zone 3 " " 8d ring shank 84 ** Zone 3a L" 6" tt8 wood screw 11 ..5 ** Use nails or Taws based on presgure for rggof stated in permit info box on these plans for zone 3 SEArl SCHEDULE Mark Size and Description BI Two rows of beam block filled with concrete and (1) #5 bar continuous in each row. Provide precast lintel filled with concrete and (1) 45 bar per lintel schedule continuous over op enin s. BI 8" x 16" concrete tie beam with (4) #5 bars cont. over clear sans, provide 43 ties at 8" o.c. max. spacing ROOF PLAN H W N Q W Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval PLU 111-15.1 over Polyglass self adhered roofing u rlayment over I`1/32" CDX plywood attached to truss sheeting attachment diagram on roof plan 2 22 BI N \O BI L22 2 BI PRE- NGINEERED TRUSS S T 24"o.c. TYPICAL ( Sho drawings by manufactur r ) L40 BI I I I BI BI L31 L22 L22 BI Fr O B L22 12 H O W r O W X 00(A a N I c 'V I O N (-4 i° I I q- Ln Ln N W C 0 � Cyr N 3 lK V N I 4JND L 0 U N CA G N N /c0 1r (1 O rn U z V� r W QUO !_1 U UW c�P4 Ooro� � o � ti TYPICAL ROOF NOTES: Scale 1/4" = I'-O z - Overhangs shall be 1'-4" unless otherwise noted on this sheet - Roof pitch shall be 5:12 unless otherwise noted on this sheetIL - Truss shop drawings to be provided by manufacturer T_ - Any changes to this plan shall be submitted to the 0 architect for approval in writing prior to starting construction. _ - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification u_ - Contractor to provide for Form Board Survey and to provide W Form Board Survey to Truss Company prior to truss construction U - Contractor to provide the Architect with truss shop drawings including z ALL truss cut sheets showing ALL truss reactions prior to START 111 OF FOUNDATION WORK for strap and footing size verification. Q - TRUSS DEFLECTION SHALL NOT EXCEED 0.5" ON ANY TRUSS. co W iV `0, (LN (+1 « :3 �O c �O N °' O Ln oc) C4N(A VO C 00 OD E IC � 1 I O Q 0ODOD03 ft v I pNN t�v 0111 C4 L_ 4J ' r r- �a a M q) r i d 44J 4J N m s to ` d (a E U_ Q I v W m Sheet A4 . OF 8. Comm # 20-36 Copyright C Strap double top plate to each stud using Simpson SP straps. Adjust the strap size to match stud width Beam - see typical section at block wall. 2"x studs - see wall sections for applicable widths and stud spacing Contractor to fill last cell solid with concrete and (1) #5 bar vert. for frame wall attachment. Tapcon screws #10 x 3" Stud along block wall to 16" o.c. or 1/2" dim. x5/12" Lg. be PT "Red Heads" w/ 2"dim.x 1/8" washer 2"x blocking as req. by Florida Budding Code - Residential See typical block wall section cbncrert `..foottr: ` e e <.. ..a i. !.. Frame to Block Wall Anchor Detall Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FL# III'15.I over Polgglass self adhered roofing underlayment over 19/32 COX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 11/2" nails ` ( 21" o.cJ sup orting Max. 12 18101bs. uplift 5 See typical overhang detail — --� on sheet 0-1IT — �o 12" it Scale: NTS O i bo baseboard ti See floor truss attachment detail on framing plan B� Insulation R-19 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell 3' - One row of beam block filled with concrete and (1) 45 bar cont. mid -span of wall and slab height F-24S Attach window to block wall with 1/4" dia. x 3" tap -cons with min. I ", penetration at 12" o.c. max and 6" C. max from each corner thru / I" x -4PT Buck Exterior face of wall I"x4" P.T. Buck 2 sides t header Detail at WindowS NTS Att ch door to block wall with If4 dia. x 3" tap -cone with min. I I"," penetration at 12" o.c. max and o.c. max from each corner thru Exterior face of wall I' x 8" PT Buck I"x8"IP.T. Buck 2 aides t header NTS 6" min. of Icynene LO-C-50 spray foam insulation on bottom of roof sheathing in co?liance with ICC-ESR-1826 dated Feb. I, 2012. Install DC 315 Intumescent coating per section 4.3.2 of ICC test noted above to comply with 15 min. thermal barrier requirements. Insulation R-20 PRE-ENGINEERED TRUSSES I" x 6" PT F( at 24"o.c. TYPICAL ( shop drawings by manufacturer > 5" prefabricate aluminum gutter 5/8" drywall with smooth finish 1/2" dr wall over I" x furring 14" R4.2 -fgfod strips al o.c. with insulation on typical 8" Block walls All drywall is per FBC 102.5.1 and shall meet all pertaining ASTM codes. Mortar to be Tye M" onlg. Provide Dur-O-kock at all wet areas (ex. showers, tubs etc... Filled Cell Masonry Column With One 45 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location 1E]W Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conic. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Drip edge Prefabricat aluminum gut 2"x4"fe EE WALL SECTIONS OR WALL CONSTRUCTION NO STRAPPING 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Typical Overhang SEE WALL SECTIONS FOR WALL CONSTRUCTION AND STRAPPING Fill cell with concrete and Zero(I) 45 bar vent. (typical). Lot Line Overhang (typical). -Max. spacing shall not exceed 40" unless otherwise noted Scale I" = I'-O" see foundation plan notes for spacing at openings Typical flooring over 15/32" COX plywood screwed to -trusses or joists thru 23/32" COX plywood sub -floor. Install 15/32" plywood with #8 x 2.5" wood screws at 4" o.c. max. spacing over 15 lb felt. Install 23/32" COX plywood screwed and glued to trusses or joists with #8 x 2 screws at 12" o.c. _PRE-ENGINEERED It." DEEP FLOOR TRUSSES AT 24" O.C. TYPICAL (shop drawings by manufacturer) 5/8" drywall with smooth finish 1/2" drywall over 1" x furring stripps at It." ox. with R4.2 fyfoil meule ion on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "fT' only. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). _Max. spacing shall not exceed 40" unless otherwise noted see foundation plan notes for spacing at openings 1/2" expansion joint V concrete slab with fibermesh OR -Cx6" #10/10 WWM on 6 and Visqu'een over clean compacted termite treated fill Fill all cells with concrete and provide lU US bar vert. at 24" o.c. max. spacing. stucco retul tack window to block wall with I" dia. x 3" tap -cons with min. /2" penetration at 12" o.c. max 1 6" o.c. max from each corner thru x 4" PT Buck ywall return irble sill Section s' Window Head t Sill NTS Icl CDX scale I" = I'-O" 19/32" COX Plywood eS. Stucco finish W ood Casing 2"x studs - see for stud sizes Door stop Strip Stucco Banding — see elevations \Attach door to wall pper product approval by door manufacturer HEAD Typlcal Exterior Door Detail NTS finish Stucco Banding - see elevations Door stop Jamb ^� 2"x studs — see section for sizes Note: Drywall all doors to be prehung Attach door to wall ter product approval y door manufacturer Typical Exterior Door tall NTS Min. (3) Studs at each side of opening / 6" Buck w/ 1/2" dia. lag dolts with 4" min. embedment at 18" o.c. 4" from each corner top, sides, and bottom overhead door track secured to wood jamb per manufacturers spec's Garage Door Jamb Detall at Frame Wall SEE PRODUCT APPROVAL- FOR GARAGE NTS MANUFACTURERS TRACK INSTALLATION INSTRUCTIONS I IT Fin, I I II II II I I II I Floor (Ep M ) MIX I'IISS�C stucco finish see elevations for notes Dowel (1) #5 bar w/ 25" min lap and 4" embed Cont. Concrete Footing T nts u to opening framing rers product approval 2" x 6" stud wall two studs under header two on outside Typical Window Jamb Frame Wall NTS (3) 2" x 12" header Stucco finis see elevate for notes Attach window to opening framing per manufacturers product approval drywall return Window — verify rough turer marble sill Stucco Returnopening size r.,. >wa as'e ...aa r�'!fE `f2ooY�u. ST. LUCIE COUN EO u, paa I o (64 I I I ? V_ Ln Ln W Co.. ONa u� ra I ` Q"Q la U 0 TOe4In Z c�o+ i ~' N N L) NNCU7 S i �* O En us Qeno zv W �9 wU �a o rA F � 3 Jiroo, rywall CC Window Header and Sill detail 5 Frame gall m [--73 Scale 1 — 1/2" = 1'—O" - C �O' N>en� 000 4 ®) , r ill 00 fo 0 c "C4 u U C 00 00 E I I o Q u (- 0 a0 00 � ud to iH2.5Atop plate using tu I - -- —Simpson V N N IQ ) �2 Existing double top plate a •� rr a3a- U1 r� �rr � V- iJJ ,�, to " l<1 rwh U r x co —) strap header to top plate using Simpson STA 12 at 24" o.c. with 18) 10d nails V- '0 ELL Q F- L- each strap 0a Existing header to remain o Q 10 ,� Provide Simpson LSTA 18 as co t to ao shown C > Existing studs to remain r� 0o m VI u"Lag studs together using 3/8" dia. x 4.5" lag screws recess head as needed I ADD Simpson HTT5 Strap with 5/8" die. threaded rod set in predrilled clean hole filled with epoxy and(24) IOd x 1 1/2" nails in each strap ILL_ Existing bottom plate to remain Sheet Existing slab and footing to remain C. crape Door Strapping Detail 0 of S. Scale: 1/2" = 1'—O" fn Comm # lLl 20- 3� Copyright 0, I I t" II 2" x 4" top plate 5/8" drywall ceding on truss bottom cord I Simpson SP strap at each stud 1 Adjust size to match stud thickness see wall symbol legend and wall sections p Provide Simpson LSTA 18 �I E flat strap at each stud II W o Q 1/2" drywall on k (�i U 2" x 4 studs at 16" o.c. Simpson SP strap at each stud II II W Finish to match existing s Adjust size to match stud thickness rovison Pde Sim LSTA 18 i see wall symbol legend and wall sections p I I C flat strap at each stud II _ _ _ _ _ _ _ _ w « — — — — 2" x 4" P.T. bottom plate LL 1/2" dia. Anchor Bolts with min. r4" concrete slab with fibermesh OR 7 embedment at 32" o.c. typical „ Typical baseboard 6"xb" #10/10 WWM on L and Visqueen over and 2" dia. washers 30 f111n. clean compacted termite treated fill Footing — see foundation plan for arze and steel requirements Frame Opening Strap Connector Detail NTS 49 d,amoni t_' PLAN A/C Compressor Bracket Plan view SCALE 1/2" = 1'-0" 49 diamond plate. Corner Steel La SEE TYPICAL WALL SECTIONS 3" x 3" x 1/4" aluminum angles< (4) 1/2" stainless steel bolts ELEVATION A/C Compressor Bracket Detail SCALE 1/2" nts w w to Interior Non—Bearina Partition Scale: 1/2" = I' -OH Simpson HTS-20 at each truss �truss with (24) IOd x 1 1/2" nails in each strap 5/8" drywall Strap studs to plate using Simpson ceiling -SP4 strap with (6) IOd x 1 1/2" nails in each strap (2) 2" x 4" top plate 1/2" drywall on 2" x 4' studs at 16" o.c. 2" x 4" Blocking / mid -span of studs �f Strap studs to plate using Simppson SP4 strap with (6) IOd x I I/2" nails in each strap 2" x 4" PA. bottom plate with 1/2" anchor bolt at 32" o.c. and min. 1" embedment with 2" washer Typical baseboard 4" -concrete slab with fibermesh OR 6"xC s10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill ! -' Footing see foundation plan for size and steel req, uplcal Interior Bearing Partition Scale: 1/2" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL NUMBER Product Model ii Manufacturer Glass Attachment method TEST Expiration Date Designnre sure of Approved Tests' ►, N.O.A.#I1-0630.05 In le Hun g g SH-5500 Impact PGT Windows 5/16" 1/4" dia. tapcons w/ min. 13/8" penetration to be inCProductoapshall adhere to spncedgeedistanucctces approval. -1-30-20 + 10.0 PSF - 110.0 PSF 2, N.O.A.#11-0420.06 Sliding Glass Door 5510/2'110 Vinyl SGD PGT Windows 1" nom type "G5A" 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced V2" productapproval. nces Contractorcified in shunt adhereapprov to 4'i4-21 ± 100.0 PSF 3. N.O.A.419-1126.10 Fixed Glass PWSS 0 Impact9 PGT Windows 1/16" 1/4" dia. tapcons w/ min. 1 1/4" penetration to be spnaced eedieroducct approval mCP tractor shall adhere to P approval 4-30-25 + 80.0 PSF _ I10.0 PSF French Door FD-101 1/4" din. tapcons w/ min. 1 3/8" penetration to be PGT Type A spaced per product approval. Contractor shall adhere to + 63.1 PSF Impact min. edge distances specified in Product approval — Product NOA/FL Model # Manufacturer Attachment Met od Expiration DesigniPressure NUMBER Date of Approved Tests Install per fastener tggpe and spacings shown in product approval Mullions N.O.A.#16-0218.03 3" mullion adhering strictig to aIi edge distances and embedment depths 5-26-21 ± 110.0 PSF Roof SV Crimp Metal Southeastern Metals 5v Crimp Roofing installed per approval -11.0 psf Field and FLU 11115.1 24 Southeastern Metals over Polyglass peel and stick underlagment over 19/32" CDX perimeter. ga sheeting nailed to trusses per nailing pattern detail on roof plan -93.5 psf corner Polyglass SBS Installed per product approval using system W-53 as shown on -85.0 ALL FL# 1654.1 Polyglass USA sheet 14 of 45 in product approval ove Iq/32" COX ZONES Tapered i2oof sheeting nailed to trusses per nailing pattern detail on roof plan Siding STUCCO ON BLOCK 5/8" Thick light textured stucco on Concrete block construction Lgplcal Soffit STUCCO ON LATH 1/2" thick stucco on 3/8" Hi -Rib lath horizontal and vertical wood framing with provide no less than 13/4" penetration wood framin and /4" penetration into attached to nails or staples to into horizontal verticalframing Hurricane Panels ALL Product Testing by: Miami -Dade County Building Code Compliance Office / Product Control Division I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) illed Cells (Typical) 1/2"x 4 1/2" lsonry Inspection Clean Out Hole O° bend from footing 8 bar dia. lap in wall nd footing 2" x 6" PT Wood secured with \ 1/2"dia. x 4" anchor' bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Gdraq& Door Jamb Detdll NTS ALL GARAGE DOORS AS SPECIFIED IN PRODUCT APPROVAL ON THESE PLANS. DOORS tO MEET WIND PRESSURE STATED IN PERMIT INR(o BOX ON THESE PLANS Treads to be constructed using typical decking notes — on framing plan Simpson HGAIO connector with (8) I/4" x 3" wood screws O with full threads 36" high graspable handrail complying with FBC R311 I R312 O i �n Stair Info: 11 risers at 1 5/8" high 16 Treads at 10" deep REVIEWED CODE COMPL ST. LUCIE CO EOCC CU TRAC O I I ICI I I I=1 I I I=1 I I =1 I =I 2" x 12" stringers at stairs. Two on edges and minimum one down the middle not to exceed 24" o.c. Scale : 1/2" = 1'-0" O0o N N I c tt i o O C-4 (V I I V' Ln to N (Y o • �, �N M � � I � 0N® U rn a � n E �w � o En a CIS! >04 GAO wQ�p.;, vw�a. m� c N to 93 c O >o0mN0 Q "C tN asO NN uU C ao a0 o Q C CL 000OD� # 1 o "N i6 IC to N N q) L 4J r r io a- �lllrr�b- � L6 m +s+ u r v x i6 -1' L_ IV lL E IL' Q ua 4J 4J CL Y_ C) 1 W Sheet' z D -!2 111 OF 8. Q j)- Comm # w 20-36 W Copyright ©_-J A X 6 E I I r' I 0 \ \\ \ I I \\ \ I I \\ \ I I \\ \ I I eter FIRST FLOOR ELECTRICAL FLAN SCALE 1/4" = 1'-0" LECTRIC NOTES I. l0. 11. 12. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider 4. ALL paddle fans shall be on a rheostat. S. Recessed cans to be Installed per NFPA requirements. 6. ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp outlets shall be protected by Combination -Type AFCI Circuit Breakers. 1. Tamper resistant AFCI receptacles to be Installed in ALL rooms Kitchen, Bathrooms, and Garage. 8. ALL bath and kitchen and garage receptacles to be GFCI protected. SHOWER q. ALL exterior outlets to be WP/GFCI protected. A/C Return Air Balance Must comply w/ F.B.C. Mechanical 2010 ed. and current version of any supplements to the 2010 ed. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC ALL A/C Equipment shall be 15 SEER 3. Provide Disconnects at ALL appliances (water heater, A/C units, and ALL other equipment as required by N.E.C.) 4. A/C Ducts in Garage shall be metal or I" thick minimum rigid nonmetallic Class 0 or Class I duct or other approved material and shall have no openings into the garage. S. Smoke Alarms shall be installed in the following locations: a) In each sleeping room. b) Outside each separate sleeping area in the immediate vicinity of the bedrooms. c) On each additional story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired 2' AAV JAL 2" WC-1 I 3 I��,tLIIAV-1 I^„ PANEL "A" Poles BR Load Wire Description cnrc# nrcIt Description Wife Load BR Poles 2 q0 1.0 kw #e 3.5 Ton A/C comp I 2 AHU #10 3.5 kw 30 2 3 q 2 30 4.5 kw #10 40 gal. water HTR 5 G Range #4 12.0 kw 50 2 � 8 1 20 1.5 kw 412 Range Hood 9 1 10 Dr er #10 5.0 kw 30 2 1 20 1 12 kw tt12 Clothes Washer 11 12 1 20 .81 kw #12 Garage Door_Oipenor 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 General Li htm 414 — 15 I 1 20 412 Recepts 19 20 General Lighting 414 — IS I 1 20 #12 Recepts 21 22 General Lighting 914 — 15 1 1 20 #12 Recepts 23 24 General Lighting #14 — 15 I I 120 #12 Recepts 25 1 26 General Lighting #14 15 1 1 20 #12 Recepts 21 28 General Lighting 414 15 1 1 20 912 Recepts 29 30 spare 1 20 912 Bathroom GFI 31 32 spare 1 20 #12 Bathroom GFI 33 3"1 spare 1 20 #12 Smoke Det 35 34 s are 31 38 spare spare 39 40 spare - s are 41 12 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Smell, .Appliance, C,ircuit(s) .. .... .. .. ..... Range . ..................... ................ (2ange Hood. ........... ......................... .......... Refrl.gerator P!sh Washer Dis.Fosal .......................... Clothes Washer, .... .. .. Clothes Dryer. . . . . ... Water Heater 1,558 3 4,414 2 1,500 3,000 1 12,000 12,000 1 1,100 1,100 1 1,200 1,200 1 1,200 1,200 1 1,000 1,000 I 1,200 1,200 1 5,000 5,000 1 4,500 4,500 Total Watts 34,814 First 10000 Watts 9100% I 10,000 10,000 Remainder 24.814 54095 I 10 9,950 Electric Heat or A/C 10,000 6655vo I 110,000 10,000 Calculated Load Watts 29,950 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.19 Panel Size Required = 150 Amps A/C disc. 150 (3) ##1/0 copper feed AMP MCB 1 i/a" Conduit - PANEL 2" PVC ( FP Copper FPL ug servL& Lcround to rebar in slab ELECTRICAL RISER 2' AAV KITCHEN Jig 2" I 31, 3" 2" 3 NITS 2" AAV A I y 12„ BATH !,. 2" 3" Electrical S mbol Legend S Single Pole Butch ® Recessed Can Light SS Double Pole Switch ® Eyeball Recessed Can Light Dimmer Switch Exhaust Fan P6 Push Button Butch Ceiling Mounted Light -49 Duplex Outlet Well Mounted Light Special Receptacle Light with Pull Chan lottic) Waterproof, ground fault interrupter © Computer Connection Jack ® Floor Duplex Outlet Flood Light ® Junction Box m Electrical Panel TQ Thermostat 8 Electrical Meter ® Central Vac .c w c A/C Disconnect ® Smoke Detector yy (� Ceiling Fan R Television Jack Telephone Jack ® 2 x 4 Florescent Light ® I x 4 Florescent Light © Intercom ® Speaker Hook -Up O Ceiling Mourned Light Dome Stole 4 Pendant Light ® Motion Detector I closet light ) © Carbon Monoxide Detector SANITARY RISER 2" nits LAUNDRY 2" AAV JIL 12 WM-I 2" 3" WC-1 m 3" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SECOND FLOOR ELECTRIC,4L FLAN MASTER BATH SCALE 1/4" = 1'-0" Sanitarg Riser L&gend Sanitary line sl' Bath Tub "P" trap - - Vent Line sL Shower "P" trap r4ty-1 Lavatory Trap rn-1 Washing Machine Drain rv' Sink Trap r' Urinal Water Closet r~' Water Fountain Drain RI Floor Drain Grinder Pump . ' Clean Out �2• VTR 2" Vent thru Roof 7 Vrw .+- 2" Vent thru wall 2" Pipe Diameter Designation (2" dia) NOTES: - ALL sanitary pipe to be Schedule 40 PVC - Slope hall be no less than 1/8" per foot and no more than 1/4" per foot lK- O LL Lo Q cp ,. I� vfo Q U 1L m c vO joo tYl N Q Lf) � cV (`1 C4 v U U C 00 ap E �(L orrOD 00 ca Q t1- ,� QEU- Q U- I'I ^ L uN ii f Sheet OF 8. Comm # 20-3� Copyright C