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HomeMy WebLinkAboutBuilding PlansKI 12 -4 SLOPE RIGHT 12 4 1 SLOPE Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ELEVATION 5/8" thick x 6" smooth finished stucco bands !Luel SCALE: 1/4" = 1'-0" m 5/8" thick light textured' 4" stucco on typical concrete block construction Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with mrn. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet u 5/8" thick x 6" smooth — finished stucco bands ELEVATION MOTES: Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps i laps fastened with corrosion resistant tin caps and with 1.25" ring spaced 6' o.c. at all laps and two staggered rows 12" o.c. in fie deck to trusses using attachment detail on this sheet 12 4 1 SLOPE r ►E 0 0� 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION __ OD SCALE: 1/4" = 1'-0" — Overhangs at 1'-0" 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION __ OD SCALE: 1/4" = 1'-0" — Overhangs at 1'-0" unless Otherwise noted on Roof Plan — Roof pitch at +12 unless otherwise noted — Ang changes t0 this plan shall be submitted to the architect Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411451.12 cramp metal roofing attached to plywood deck aging ga.od 12" x 1.5" or approval in writing prior to starting construction. wo scrree wows with self sealing washer at o.c. max spacing over ASTM D (tgpe 2) 30 lb Felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and 1.25" — Return ALL Stucco r-� Bands Into Window Or Door. ?aced I" o.c. at all deeck to trusses using with ring laps and two staggered rows 12" o.c. in field. attachment detail on this sheet shank nails Attach 12 4 SLOPE 5/8" thick x 6" smoot finished stucco bands ®®® ❑❑ E I ® ® ® F3oil 6/8" thick light textured stucco on tgplcal concrete block construction LEFT ELEVATION SCALE: 1/4' = I'-O' 2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord 1/2" drgwall on 2" x 4" studs at 16" o.c. base -board ----\ 11 11 ,, 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non—Bearinq Partition n Return Stucco banding back to front door wall as shown FRONT ELEVATION 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0' /8" thick x 6" smooth nished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height; II'-O" Roof Pitch. 4:12 Internal Pressure o�ent. ±0"18 rrna Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'--4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+0.6111L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components E Cladding Wall End Zone Width: 3'-4" Components f Cladding Wind Pressure (NET) Wail Zone: 4. +35.8/-38.1 psf ®= Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components E Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3pal Shear Walls Considered for Structure? Yes Continuous Load Path Provided?y�,,!�s = Roof Zone 2 Wells Zone 5 Are Components an Cladding De_57i s Provided? Yes END ZONE Minimum Soil Bearing Pressure: 2 500 psi, Presumptive: X By Test: pal SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS ® = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --IS— oaf FLOOR DEAD LOAD: 1O sf JOB ADDRESS: Braden Braden A1,4, FA Winne Building Corp. Date Drawn : Revisions COP Sheet Comm # Architects - Planners 1-10-20 �`/_�� GARAGE/ I9-220 411 S.E. Coconut Avenue Drawn by: -�Q� j Tel : (112) 281-8258 The C Ot t a g e LEFT C.C.U. NAEMED1 FOR Fax : (112) 281-8283 CODE COMPLIANCE B E-mail:19B bradenaiascomcast.net Spanish Lakes Checked by: t St. Lucie Couny Florida ID. ST. L E COUNTY Stuart. FL 34°I96 #AAC000032 �CI_ OF 5 FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verif ALL notes and dimensions prior to steel high bg 4" diameter y p steel crash post. Floor proceeding with Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have sla c3/a"t SO kai steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. :2'/2" 2%2" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �$" /2" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 13/8" 6. Drywall at ceilings shall be leveled and attached to bottom chord 4' of trusses with screws per FBC R102.3.5. o 0 -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 Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. !6"• 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 R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than '450 per FBC R302.9.2 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x V P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic Walls shall comply prior to door attachmen with F.B.C. R314 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM CUP, C'19, C4�15, C514, C630, C931 C"160, C1002, C1041,Cili1, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Dr wall Framing Max. spacing Thickness Location Orientation Member or fasteners Nail sizing options for Spacing installation of dr wall into Mawmum Neils Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" Iongg annular -ringed or 5d cooler nml OR /2 Walls Either 16" 8" 14" 0.080" die. xx 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.080 die. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/0" Ion p annular -ringed or Id coder nail s Walls Either I6" 9" IL" 0.092' die. xR 1 1/8" long with Direction 1/4 head OR Ggpsum board nail 0.0915' die. x I 1/8" with 19/L4' head. Install SGD thru buck into block with 3/10 tap -con with 1 1/2' penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" top -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product aura 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84, Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" wood xrews with sell sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb Pelt underlagment installed with min. 4 aide laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal �/ hurricane a chor at each trues 12 with (l0) Ifld x 11/2' nails PRE-ENGINEERED TRUSSES t 24" o.c.) wpporting Max 41 at 24"o.c. TYPICAL 1810lbs. upift (shop drawings bg manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I12" drgwall with textured finish 2" x 6" Sub -Fascia Two rows of beam block Pilled with concrete and (1) #5 bar cost, in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 1.5' long gale. bar cont. for bottom row over openings roofing nails with 3/8' die. head per product approval -see chart sheet sl 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 fi-foil insulation on typical 8" Block wells 5/8' thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete I and shall meet all pertaining ASTM codes. block constructionM Mortar to be Tgpe M onlg proportioned per FBC RLOi.I and Mortar Jonts shall comp g with FBC R601.2.1. #5 bar vert. w/ Fill cell with concrete and 30" overlap at each Pilled cell Max.bar g shall (typical). M. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings ) .1. 4" concrete slab with libermesh OR VxV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill Grade it I!II II�� _ III IIII IIII-- a a -- 14 x 14 Concrete footing 14' with (2) #5 bare coot. and #5 TYPICAL `PICAL SECTION transverse bars at 48" O.C. AREA CALCULATIONS Living A/C = 1,304 sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft = MASTER 12" BATH l 2' VTR 4" a 2" LAUNDRY l 3� t2' AAV Masonrg Beam ` KTICHEN PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door ".K. ^„ a Masori Wall Sill Sliding Door Detail At Masonry Wall NITS A Flooring Install SGD thru buck into block with 3AV tap -con with 1 1/2' penetration at 6" ox. max from each corner and 20." o.c. max thereafter at Jambe per product approval Jamb Window Schedule Mark Size Rou h O en. Window Descri tion PRESSURE ZONE I. 4'-5%"x 4'-2 Ya' 54%a"x 50 %" Single Hung ZONE 4 2. V-Zia"x 5'-3 %a" 15' x L3 %;' Single Hung ZONE 4 S. 2'-2%"x 3'-23ra" 21%"x 385s" Single Hung ZONE 4 4. 3'-1 %k 4'-2 )'a' 1 38 %"x 50Ya" I Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 10'-O' X 1'-08 120' x 84' Overhead Garage Door ZONE 5 B 3'-O• X V-8" 41 i4"x 83�4 Fiber law Panel - Inswi ZONE 4 C L'-On X L'-8' 14' x 81 i,' Sliding Glees god ZONE 4 D 2'-8' X V-8' Solid Core - Wood - L-Panel -Br-Fold Finished 32' x 81'/2' E 2'-e• X L'-8' Solid Core - Wood - L-Panel F 3'-4• x V-8' x 1 %;' Solid Core - Wood - 6-Pane! - Pocket G 2'-8" x v-8' x I %, solid Core Wood" Steel., or Masonite Door (20 1mn rated) H 5'-0' X V-8' Solid Core - Wood - Pocket J 2'-L' X V-8' Solid Core - Wood - L-Panel - BI-FOLD K 2'-e• X c-an Solid Core - Wood - L-Panel L 2'-0" X L'-us solid Core Wood, Steel, or Masorill Door (20 Ain rated) M 2'-O" X V-e• Solid Core - Wood - 6-Panel - BI-FOLD N 2'-6" X V-8' I Solid Core - Wood - L-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITH57AND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 0111 To Septic 35'-O" I T-O"I 12'-1"1 6'-1.1 T-10" I 4'-9" 5'-1" oa ao ol� o a o 00 � N 1I 10'-10" p 0 0 COVERED o MASTER DEN m PORCH =_ " BEDROOM I V V Sim a r =. wi I- L o `0 LL (Dial o oa0 Ln o H E I o I I o -76 _011 .41, 872" I o OD I O GREAT I ROOM CLOSET © - VIE I O vinyl ST R I " o -� H a O ui q'-2"IV n ul, . .O" I DINING,MEN F ROOM v Tankless WH I O #I mounted above 48" a.f.f. O ° I m �42- I ' xtun A IT 3L' 0 150 mp --- Meter Pan I STACK vinyl 8h - WAANDR , U •t DRYFF\ :> GARAGE " = E� Oi 14'-O„ 4u _4ay8„#1 )f" 15'-4s/air, 'v- LAUI�IDR ° I " o ® F KITCHEN O d -------------------� Ids " )E oa I - I d ® I I o p j 5/e" drgeall I O/c ENTRY I STORAGE i I I I in W 0 0o ao o ao 6i _19T I I I 0 o ao 0 E 2'-8" 10'_0„ 6,_4a/®n 2'-4�e'2'-4�e' l9'-O %" 4'-9 %4" II'-2 % Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." oc. max thereafter atambe and 20' o.c. max. Exterior face at head and aid per product approval of wall -\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck or wall -1 / \ #8 Wood screws thru Jamb into buck prior each hinge and max and Detail at Door to door attachment NITS 1/2" = 1'-0" Dr wall Framing Max. spacing Thickness Location Orientation Member or fasteners Nail sizing options for Spacing installation of dr wall into Mawmum Neils Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" Iongg annular -ringed or 5d cooler nml OR /2 Walls Either 16" 8" 14" 0.080" die. xx 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.080 die. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/0" Ion p annular -ringed or Id coder nail s Walls Either I6" 9" IL" 0.092' die. xR 1 1/8" long with Direction 1/4 head OR Ggpsum board nail 0.0915' die. x I 1/8" with 19/L4' head. Install SGD thru buck into block with 3/10 tap -con with 1 1/2' penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" top -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product aura 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84, Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" wood xrews with sell sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb Pelt underlagment installed with min. 4 aide laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal �/ hurricane a chor at each trues 12 with (l0) Ifld x 11/2' nails PRE-ENGINEERED TRUSSES t 24" o.c.) wpporting Max 41 at 24"o.c. TYPICAL 1810lbs. upift (shop drawings bg manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I12" drgwall with textured finish 2" x 6" Sub -Fascia Two rows of beam block Pilled with concrete and (1) #5 bar cost, in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 1.5' long gale. bar cont. for bottom row over openings roofing nails with 3/8' die. head per product approval -see chart sheet sl 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 fi-foil insulation on typical 8" Block wells 5/8' thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete I and shall meet all pertaining ASTM codes. block constructionM Mortar to be Tgpe M onlg proportioned per FBC RLOi.I and Mortar Jonts shall comp g with FBC R601.2.1. #5 bar vert. w/ Fill cell with concrete and 30" overlap at each Pilled cell Max.bar g shall (typical). M. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings ) .1. 4" concrete slab with libermesh OR VxV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill Grade it I!II II�� _ III IIII IIII-- a a -- 14 x 14 Concrete footing 14' with (2) #5 bare coot. and #5 TYPICAL `PICAL SECTION transverse bars at 48" O.C. AREA CALCULATIONS Living A/C = 1,304 sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft = MASTER 12" BATH l 2' VTR 4" a 2" LAUNDRY l 3� t2' AAV Masonrg Beam ` KTICHEN PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door ".K. ^„ a Masori Wall Sill Sliding Door Detail At Masonry Wall NITS A Flooring Install SGD thru buck into block with 3AV tap -con with 1 1/2' penetration at 6" ox. max from each corner and 20." o.c. max thereafter at Jambe per product approval Jamb Window Schedule Mark Size Rou h O en. Window Descri tion PRESSURE ZONE I. 4'-5%"x 4'-2 Ya' 54%a"x 50 %" Single Hung ZONE 4 2. V-Zia"x 5'-3 %a" 15' x L3 %;' Single Hung ZONE 4 S. 2'-2%"x 3'-23ra" 21%"x 385s" Single Hung ZONE 4 4. 3'-1 %k 4'-2 )'a' 1 38 %"x 50Ya" I Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 10'-O' X 1'-08 120' x 84' Overhead Garage Door ZONE 5 B 3'-O• X V-8" 41 i4"x 83�4 Fiber law Panel - Inswi ZONE 4 C L'-On X L'-8' 14' x 81 i,' Sliding Glees god ZONE 4 D 2'-8' X V-8' Solid Core - Wood - L-Panel -Br-Fold Finished 32' x 81'/2' E 2'-e• X L'-8' Solid Core - Wood - L-Panel F 3'-4• x V-8' x 1 %;' Solid Core - Wood - 6-Pane! - Pocket G 2'-8" x v-8' x I %, solid Core Wood" Steel., or Masonite Door (20 1mn rated) H 5'-0' X V-8' Solid Core - Wood - Pocket J 2'-L' X V-8' Solid Core - Wood - L-Panel - BI-FOLD K 2'-e• X c-an Solid Core - Wood - L-Panel L 2'-0" X L'-us solid Core Wood, Steel, or Masorill Door (20 Ain rated) M 2'-O" X V-e• Solid Core - Wood - 6-Panel - BI-FOLD N 2'-6" X V-8' I Solid Core - Wood - L-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITH57AND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 0111 To Septic 35'-O" I T-O"I 12'-1"1 6'-1.1 T-10" I 4'-9" 5'-1" oa ao ol� o a o 00 � N 1I 10'-10" p 0 0 COVERED o MASTER DEN m PORCH =_ " BEDROOM I V V Sim a r =. wi I- L o `0 LL (Dial o oa0 Ln o H E I o I I o -76 _011 .41, 872" I o OD I O GREAT I ROOM CLOSET © - VIE I O vinyl ST R I " o -� H a O ui q'-2"IV n ul, . .O" I DINING,MEN F ROOM v Tankless WH I O #I mounted above 48" a.f.f. O ° I m �42- I ' xtun A IT 3L' 0 150 mp --- Meter Pan I STACK vinyl 8h - WAANDR , U •t DRYFF\ :> GARAGE " = E� Oi 14'-O„ 4u _4ay8„#1 )f" 15'-4s/air, 'v- LAUI�IDR ° I " o ® F KITCHEN O d -------------------� Ids " )E oa I - I d ® I I o p j 5/e" drgeall I O/c ENTRY I STORAGE i I I I in W 0 0o ao o ao 6i _19T I I I 0 o ao 0 E 2'-8" 10'_0„ 6,_4a/®n 2'-4�e'2'-4�e' l9'-O %" 4'-9 %4" II'-2 % Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." oc. max thereafter atambe and 20' o.c. max. Exterior face at head and aid per product approval of wall -\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck or wall -1 / \ #8 Wood screws thru Jamb into buck prior each hinge and max and Detail at Door to door attachment NITS 1/2" = 1'-0" Install SGD thru buck into block with 3/10 tap -con with 1 1/2' penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" top -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product aura 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84, Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" wood xrews with sell sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb Pelt underlagment installed with min. 4 aide laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal �/ hurricane a chor at each trues 12 with (l0) Ifld x 11/2' nails PRE-ENGINEERED TRUSSES t 24" o.c.) wpporting Max 41 at 24"o.c. TYPICAL 1810lbs. upift (shop drawings bg manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I12" drgwall with textured finish 2" x 6" Sub -Fascia Two rows of beam block Pilled with concrete and (1) #5 bar cost, in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 1.5' long gale. bar cont. for bottom row over openings roofing nails with 3/8' die. head per product approval -see chart sheet sl 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 fi-foil insulation on typical 8" Block wells 5/8' thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete I and shall meet all pertaining ASTM codes. block constructionM Mortar to be Tgpe M onlg proportioned per FBC RLOi.I and Mortar Jonts shall comp g with FBC R601.2.1. #5 bar vert. w/ Fill cell with concrete and 30" overlap at each Pilled cell Max.bar g shall (typical). M. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings ) .1. 4" concrete slab with libermesh OR VxV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill Grade it I!II II�� _ III IIII IIII-- a a -- 14 x 14 Concrete footing 14' with (2) #5 bare coot. and #5 TYPICAL `PICAL SECTION transverse bars at 48" O.C. AREA CALCULATIONS Living A/C = 1,304 sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft = MASTER 12" BATH l 2' VTR 4" a 2" LAUNDRY l 3� t2' AAV Masonrg Beam ` KTICHEN PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door ".K. ^„ a Masori Wall Sill Sliding Door Detail At Masonry Wall NITS A Flooring Install SGD thru buck into block with 3AV tap -con with 1 1/2' penetration at 6" ox. max from each corner and 20." o.c. max thereafter at Jambe per product approval Jamb Window Schedule Mark Size Rou h O en. Window Descri tion PRESSURE ZONE I. 4'-5%"x 4'-2 Ya' 54%a"x 50 %" Single Hung ZONE 4 2. V-Zia"x 5'-3 %a" 15' x L3 %;' Single Hung ZONE 4 S. 2'-2%"x 3'-23ra" 21%"x 385s" Single Hung ZONE 4 4. 3'-1 %k 4'-2 )'a' 1 38 %"x 50Ya" I Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 10'-O' X 1'-08 120' x 84' Overhead Garage Door ZONE 5 B 3'-O• X V-8" 41 i4"x 83�4 Fiber law Panel - Inswi ZONE 4 C L'-On X L'-8' 14' x 81 i,' Sliding Glees god ZONE 4 D 2'-8' X V-8' Solid Core - Wood - L-Panel -Br-Fold Finished 32' x 81'/2' E 2'-e• X L'-8' Solid Core - Wood - L-Panel F 3'-4• x V-8' x 1 %;' Solid Core - Wood - 6-Pane! - Pocket G 2'-8" x v-8' x I %, solid Core Wood" Steel., or Masonite Door (20 1mn rated) H 5'-0' X V-8' Solid Core - Wood - Pocket J 2'-L' X V-8' Solid Core - Wood - L-Panel - BI-FOLD K 2'-e• X c-an Solid Core - Wood - L-Panel L 2'-0" X L'-us solid Core Wood, Steel, or Masorill Door (20 Ain rated) M 2'-O" X V-e• Solid Core - Wood - 6-Panel - BI-FOLD N 2'-6" X V-8' I Solid Core - Wood - L-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITH57AND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 0111 To Septic 35'-O" I T-O"I 12'-1"1 6'-1.1 T-10" I 4'-9" 5'-1" oa ao ol� o a o 00 � N 1I 10'-10" p 0 0 COVERED o MASTER DEN m PORCH =_ " BEDROOM I V V Sim a r =. wi I- L o `0 LL (Dial o oa0 Ln o H E I o I I o -76 _011 .41, 872" I o OD I O GREAT I ROOM CLOSET © - VIE I O vinyl ST R I " o -� H a O ui q'-2"IV n ul, . .O" I DINING,MEN F ROOM v Tankless WH I O #I mounted above 48" a.f.f. O ° I m �42- I ' xtun A IT 3L' 0 150 mp --- Meter Pan I STACK vinyl 8h - WAANDR , U •t DRYFF\ :> GARAGE " = E� Oi 14'-O„ 4u _4ay8„#1 )f" 15'-4s/air, 'v- LAUI�IDR ° I " o ® F KITCHEN O d -------------------� Ids " )E oa I - I d ® I I o p j 5/e" drgeall I O/c ENTRY I STORAGE i I I I in W 0 0o ao o ao 6i _19T I I I 0 o ao 0 E 2'-8" 10'_0„ 6,_4a/®n 2'-4�e'2'-4�e' l9'-O %" 4'-9 %4" II'-2 % Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." oc. max thereafter atambe and 20' o.c. max. Exterior face at head and aid per product approval of wall -\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck or wall -1 / \ #8 Wood screws thru Jamb into buck prior each hinge and max and Detail at Door to door attachment NITS 1/2" = 1'-0" Grade it I!II II�� _ III IIII IIII-- a a -- 14 x 14 Concrete footing 14' with (2) #5 bare coot. and #5 TYPICAL `PICAL SECTION transverse bars at 48" O.C. AREA CALCULATIONS Living A/C = 1,304 sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft = MASTER 12" BATH l 2' VTR 4" a 2" LAUNDRY l 3� t2' AAV Masonrg Beam ` KTICHEN PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door ".K. ^„ a Masori Wall Sill Sliding Door Detail At Masonry Wall NITS A Flooring Install SGD thru buck into block with 3AV tap -con with 1 1/2' penetration at 6" ox. max from each corner and 20." o.c. max thereafter at Jambe per product approval Jamb Window Schedule Mark Size Rou h O en. Window Descri tion PRESSURE ZONE I. 4'-5%"x 4'-2 Ya' 54%a"x 50 %" Single Hung ZONE 4 2. V-Zia"x 5'-3 %a" 15' x L3 %;' Single Hung ZONE 4 S. 2'-2%"x 3'-23ra" 21%"x 385s" Single Hung ZONE 4 4. 3'-1 %k 4'-2 )'a' 1 38 %"x 50Ya" I Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 10'-O' X 1'-08 120' x 84' Overhead Garage Door ZONE 5 B 3'-O• X V-8" 41 i4"x 83�4 Fiber law Panel - Inswi ZONE 4 C L'-On X L'-8' 14' x 81 i,' Sliding Glees god ZONE 4 D 2'-8' X V-8' Solid Core - Wood - L-Panel -Br-Fold Finished 32' x 81'/2' E 2'-e• X L'-8' Solid Core - Wood - L-Panel F 3'-4• x V-8' x 1 %;' Solid Core - Wood - 6-Pane! - Pocket G 2'-8" x v-8' x I %, solid Core Wood" Steel., or Masonite Door (20 1mn rated) H 5'-0' X V-8' Solid Core - Wood - Pocket J 2'-L' X V-8' Solid Core - Wood - L-Panel - BI-FOLD K 2'-e• X c-an Solid Core - Wood - L-Panel L 2'-0" X L'-us solid Core Wood, Steel, or Masorill Door (20 Ain rated) M 2'-O" X V-e• Solid Core - Wood - 6-Panel - BI-FOLD N 2'-6" X V-8' I Solid Core - Wood - L-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITH57AND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 0111 To Septic 35'-O" I T-O"I 12'-1"1 6'-1.1 T-10" I 4'-9" 5'-1" oa ao ol� o a o 00 � N 1I 10'-10" p 0 0 COVERED o MASTER DEN m PORCH =_ " BEDROOM I V V Sim a r =. wi I- L o `0 LL (Dial o oa0 Ln o H E I o I I o -76 _011 .41, 872" I o OD I O GREAT I ROOM CLOSET © - VIE I O vinyl ST R I " o -� H a O ui q'-2"IV n ul, . .O" I DINING,MEN F ROOM v Tankless WH I O #I mounted above 48" a.f.f. O ° I m �42- I ' xtun A IT 3L' 0 150 mp --- Meter Pan I STACK vinyl 8h - WAANDR , U •t DRYFF\ :> GARAGE " = E� Oi 14'-O„ 4u _4ay8„#1 )f" 15'-4s/air, 'v- LAUI�IDR ° I " o ® F KITCHEN O d -------------------� Ids " )E oa I - I d ® I I o p j 5/e" drgeall I O/c ENTRY I STORAGE i I I I in W 0 0o ao o ao 6i _19T I I I 0 o ao 0 E 2'-8" 10'_0„ 6,_4a/®n 2'-4�e'2'-4�e' l9'-O %" 4'-9 %4" II'-2 % Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." oc. max thereafter atambe and 20' o.c. max. Exterior face at head and aid per product approval of wall -\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck or wall -1 / \ #8 Wood screws thru Jamb into buck prior each hinge and max and Detail at Door to door attachment NITS 1/2" = 1'-0" To Septic 35'-O" I T-O"I 12'-1"1 6'-1.1 T-10" I 4'-9" 5'-1" oa ao ol� o a o 00 � N 1I 10'-10" p 0 0 COVERED o MASTER DEN m PORCH =_ " BEDROOM I V V Sim a r =. wi I- L o `0 LL (Dial o oa0 Ln o H E I o I I o -76 _011 .41, 872" I o OD I O GREAT I ROOM CLOSET © - VIE I O vinyl ST R I " o -� H a O ui q'-2"IV n ul, . .O" I DINING,MEN F ROOM v Tankless WH I O #I mounted above 48" a.f.f. O ° I m �42- I ' xtun A IT 3L' 0 150 mp --- Meter Pan I STACK vinyl 8h - WAANDR , U •t DRYFF\ :> GARAGE " = E� Oi 14'-O„ 4u _4ay8„#1 )f" 15'-4s/air, 'v- LAUI�IDR ° I " o ® F KITCHEN O d -------------------� Ids " )E oa I - I d ® I I o p j 5/e" drgeall I O/c ENTRY I STORAGE i I I I in W 0 0o ao o ao 6i _19T I I I 0 o ao 0 E 2'-8" 10'_0„ 6,_4a/®n 2'-4�e'2'-4�e' l9'-O %" 4'-9 %4" II'-2 % Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." oc. max thereafter atambe and 20' o.c. max. Exterior face at head and aid per product approval of wall -\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck or wall -1 / \ #8 Wood screws thru Jamb into buck prior each hinge and max and Detail at Door to door attachment NITS 1/2" = 1'-0" 0 E 2'-8" 10'_0„ 6,_4a/®n 2'-4�e'2'-4�e' l9'-O %" 4'-9 %4" II'-2 % Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." oc. max thereafter atambe and 20' o.c. max. Exterior face at head and aid per product approval of wall -\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck or wall -1 / \ #8 Wood screws thru Jamb into buck prior each hinge and max and Detail at Door to door attachment NITS 1/2" = 1'-0" Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." oc. max thereafter atambe and 20' o.c. max. Exterior face at head and aid per product approval of wall -\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" die. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck or wall -1 / \ #8 Wood screws thru Jamb into buck prior each hinge and max and Detail at Door to door attachment NITS 1/2" = 1'-0" _D I 7�1U1,.� I Ur�t-t� I. ALL FOOTING ARE DESIGNED FOR A MiNIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS q• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FiLLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. ViSQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, It 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 1GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATION FLAN I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2, Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to of-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2,4" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction -1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8, ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel, 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap EE TYPICAL with concrete and at each filled call ,SECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill XL -I I t I �!177,t M 14"w x 14"d concrete monolithic Footing with (2) 45 bars cont. vi,v I) TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over ,clean compacted termite treated fill #5 bar cost. Step per foundation plan iG'y■ DETAIL AT GARA 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top or rooter 16" below finished floor, 1,0 (2) #5 bars cent. bottom steel STEPDOWN Al C 1/7" = V- Verify house slab height in field III II 30"x30"xl6" concrete column footing with (4) #5 bars each wag DETAIL SCALE 1/2" = I'- �i� #5 bar vert. w/ 30" overlap at each filled cell SCALE: 1/4" = 1'-0" Termite Protection for New Con5tructiOn. Sail treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backNiling 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 metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated rill SLAB EDGE DETAIL SCALE 1/2" _ Adjust curb height based on gar. floor 4' concrete slab with fibermesh OR slope. 6"xb" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated Pill 0'-0 ® F.P. Grade „I I I I 1111 'I i l l l l footing Iwi h (2)c#5 bars rete monolithic cont 14" ARAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8'dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO 5OX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O �.NWO Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS i L r — — — Q — — — — — — — — — — — Q — — — — i ® ® I L T FI I I I Rear Patio/Slab I n to be poured separate from the house slab. of I I I o 0 I ®I of I a I LL1d) I I o0 0 oao o I t------=— �_ 1 Rear Patio/Slab to be flush with bottom of I slidin Sldoor ope 1/2"recess. of I I to I I 4" concrete slab with fibermesh OR I ° 6"x0 410/10 WWM on 4 mil Visqueen over I clean compacted termite treated fill I I I x x I Ln _q o 1---� e !N Lo R d R— I F I I -- aF- -- Tankless Af F- I mounted above in I � o Meter I w an Q'q I UATACK AND- O� DW I I �i'a 1z� 1 I U I - I IAbov(el O a0 � i i L--JI O ©I N I I © O °upo �"u o I N I I QI a I FI I I F5 I I I o I I Ln L-- --------- --J Q L------ —J 0191 1.5" Recess for FOR 0 ININ 0 Garage Door 2'-8" 10,-01, 6,-43/s" Iq'-o %" FOOTiNG SCHEDULE Mark Sane Desc Lion I 14"111 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 124111 X 1240 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8'W x S"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 1'11"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' ROOF SHEETING ATTACHi�ENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws basipd on ress re for roof stated in permit info box on these plans for zone 3 Keg Area Ede Field Fastener rMelixe. Zone I 6" 6'° 8d ring shank 45 psf Zone 2 " 6" 8d ring shank 16 psf Zone 3 411 4 of8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Verify with Plan 12"x 12" I Column Block #1 Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment BEAM I HEDULE Mark Size and Descrirition Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90e bend bar with a 10" min. lap at top bar. #5 bars Lintel I Bar Clear "A°i Len th Len th S an Bars "= g g P 2'-10" 2'-8" -6" 2 #3 3'-6" 3'-4" 2'-2" 2.43 Sle"BAT OP8-B/IT ePe-IB/2T x Additional 4'-Oil V-10" 2'-8" 2,43 #5 bars cLNA 4'-C 4'-4" 3'-2" 2,93 L',.Q,no Row ofI Block Abov5'-4" 5'-2 .4 2,43 5'-10" 5'-81,'"2,#4Precast LiAdditiana#5 bars i'_0 T-O" b'-2" 2,#5 BPIL-m!/IT SPI6-IB/2T 8'-4" T-10" T-O" 2,95 NOTES: I. min. coverage of steeH.5" 2. min. bearing required a ea. endI ALL'rernforcmg steel is grade b0. 3. standard for remf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Provide 95 bars with min. 48 bar Provide # bar set in pre -teat diameters overlap into beam. Tie lintel into cam where length oP filled cell steel into continuous beam block steel. the opening calls for it. Provide Cast -Crete ,— = - - e= - SUB-OB/OT precast '----- - �-_` -- hotel set in mortar Min. 8" Bearing -- - - --- R-11 b, j >j Provide PT Buck j;:.:h Poured Pilled Cell 1• _l etailsattached Qto er filledcall - I i.' 4" II -cast l f Provide #5 bars with min. 48 bar inmeters overlap In filled cell. Tie filled cell steel into continuous factor steel. 1- Concrete -acting .Li+a-+li r r y „; !s (see rooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to vert. leg of truss wrth IOd x II nails at 4' ova, <i- Install Simpson MGT into wan win r+ II die. threaded rod set man. 120 \ into wet boom and (22) IOd hale into truas 17IUSS BLOC I k"" DETAIL Y AT BIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured st eco inst Iled per ASTM C 42t. over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at As o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451,12 24 gal. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5' wood screws with self sealing washer at 12' c.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and As end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all ;ape and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet itBn 3ars rarn:r=a =mr, none Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails ( 24" o.c.) supporting Max 18101ba. uplift none none none Aluminum Drip Edge t Fascia 12 2° x 4" Sub-Fasci none none none Kagcan full o vent vinill soffit installed using II dia shank x 1.5" long gals. rooting nails with 3/8' die. head per product approval -use chart sheet #1 LINTEL SCHEDULE Mark Window or D Unit WidthSire Lintel ast-Crete MAcatlon Ron or 'He black Above Bottom Steel �° Top Steel S� Max Gravity Load (PLP) Max. UpNt LP) Max Lateral Load (PLP) L22 2'-2' S'-L' yPe-OB/IT 1 #5 3069 569 1024 L31 As 4'-0" We8-OB/IT 1 #5 2541 136E 143 L45 4'-5' 6'-10- OPe-OB/IT I #5 1105 904 339 L50 II 6'-L' OP8-00/IT I #6 1239 S36 121 LLO V-S' T-V OPO-OB/IT 1 #6 Ion 121 534 LBO V-O" 1'-4' 8P8-IB/2T I #5 2 85 152 691 611 L10 1'-O' IO'-A' OPS-I15/2T 1 #5 2 #6 643 530 401 L10115 T-O' 10'-6' SPI6-BB/2T ONE I IW 2 85 Was 5B3 401 LI00 1&-0' II'-4' Slap 2T 1 85 2 #5 582 4'N 462 WOOD XV�-/O�' W--4`' SPIL-I5/2T ONE I S6 2 #5 13LL 1028 452 L120 121-08 I3'-4' slee /2T 1 iE 2 #5 411 426 324 11.I20113 12'-O' 13'-4" 019I6-I5/2T ONE I #S 2 06 1016 110 324 L140 14'-0' IV-4' OPIh16/2T ONE l #5 2 85 1250 L04 2511 LI60 IL'-O' IT-40 1 OPS-I5/2T I #6 2 86 300 11112 1 1114 LILOS IL'-O' IT-4' 1 OFI4-I19/2T I ONE 1 #S 2 #6 150 600 1 N4 - 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 14'-O" LONG ARE TO BE PRESTRESSED. 12' x 12' concrete column block filled with concrete and (2) #1 bars vart. tie into lintels above thicken edge to B'x8' with concrete and one #5 bar continuous BEYOND Top of tooter IL" below finished floor I 41 Aluminum Drip _� Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd la at each web 1/2' thick Amoco on 3/9' hi -rib lath attached to horizontal and vertical wood frowng with nails or staples to provide no law than 1-3/4' penetration into honzantai wood framing and 3/4' penetration into vertical wood framing members 5/8' thick light textured stucco on tgprcal concrete block construction Varies - see plan #5 bar Vert. w/ SO" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan id Slope per foundation plan T III 11ii_ 3 T Wood Base Trusses at 24" o.c. ie shop drawings big others ceding transition �� ded using metal studs erdg exact configuration :es R-30 Batts batts \Drywall ceiling see typical section Ceiling transition Insulation Detail n t s Brace Gable and with 2" x 4' SYP #2 Oft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings bg manufacturer 3 -IR-30 blown fiberglass in bottom chord or trusses -1/2' drywall with textured finish Two rows of beam block filled with concrete .and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 or Cont. for bottom row over openings 1/2" drywall over Is x furring strips at IV o.c. with R4.1 fr—foil -insulation on typical Be Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe "Me only proportioned per FBC R601.1 and Mortar joints shall comply with FBC RLOT2.1. Fill cell with concrete and (1) #5 bar vert. (tgprcal). -Max spacing shall not exceed 48" unless otherwise noted M ROOF FLAN we foundation plan Horse for spacing at openings— OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 4' concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 11 #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER ..'� IIIIIIIIIIII—IIII III-11 I I IIII�I,IIII i'iif IIII 1111 II I l e FI wcal Section at Front Porc Scale : 1/2" = 1'-0" Braden i Braden AIAe PA Architects — Planners v: 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net 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 CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION WUnne Building Corp. _,', hate Drawn Revisions : Sheet GARAGE I-10-20 The Cottage LEFT Drawn by: -----_._ C.C.U. REVIEWED FOR 5 anish Lakes Checked by: CODE COMPLIANCE ° S�. Lucie Countu Florida i1 n fc a ST. LUCIE COUNTY Comm # 19-220 B PANEL "A„ fades BR Load Ohre Desciryten avci sea Dosenpten War Load I5R Pdas 1 20 1.2 ka 8r1 Refngsrstr I now 86 12.0 kw 50 2 1 ' 20 1.2 ka SO Clothes Wadwr 3 1 20 1.5 ku #12 Kitchen S.A.C. 6 i prlw 010 6.0 ke 3o 2 1 20 1.5 ka $12 Kitchen S.A.C. '1 a 1 20 812 6etliroom Reaepa 4 10 Ae q124WE 810 5.0 ke 30 2 - 1 20 L2 ka a12 Owhsowwr II 12 1 20 L2 ka $12 Microwave 13 14 Air H 810 6.0 fie 30 2 1 15 814 General Lighting I5 IL I 16 814 General Lghtmg 11 IS wH 88 1.6 ks 40. 2 I W $14. General Lighting 11 20 1 m 814 General Lghteg 21 22 Na 1i ka 40 2 1 a 814 General Lglam 23 24 4" 26 26 GDO. 812 0.81 Kill 20 1 Spare 21 28 Sere glare 21 30 $We PANEL "A" LOAD CALCULATION SHEET Load Description Ot . I Watts Total(Watta) G�n�ral Lighting .�?..s!atts .!4:. �ti:> ......................... Smell, Applian44..G4Fl #.................................. Range...............................:._...............:..:.... Refngeraior .................................................. Microwave ................... .......... Dish ..as{her ...... .... .Cl4411 .Wash?f............................................... Clother,Dty4r................................................ ,Water, Heater,,,,,,,..,. ........................ .............. .. Garage,Door.QP!n!f........:..............._............... I1109 3 4.821 2 1.500 3,000 I 12,000 12,000 I 1200 1.200 1 1.500 1.500 i 1.200 ' 1200 J 1200 I 00 1 5,000 5,000 1 15.200 15,200 1 810 810 Total Watts 45,9311 First 10000 Watts 0100% I 110.000 10,00 Remainder 35,43'1 940% 1 O 14.348 Electric Heat or A/C 10,000 OILS% I 10,000 10,000 Calculated Load Watts 34.314 Voltage 240 Calculated' Wattage Divided bg Voltage - Total Amps 143.22 Panel Size Required = 15® Am e Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed e Push Button Switch Exhaust Fan -Q Duplex Outlet Calling Mounted Light Special Receptacle ♦ Way Mounted Light aterpr ground circuitLight with Puy Chain (attic) ® Floor Duplex Outlet © CompAsir Comaction Jack ® Carbon Ma cesda Detects' Flood Light O Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Calling Pen ® Television Jack ® Telephone Jack AC A/C Disconnect ® I x 4 Floreacem. Light ® 12 x 4 Florescent Li ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN O - THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) ul THHN Copper With #I Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP into attic MCB PA EL AHU PANEL AHU 200a rated meter can 4 200Jeraanted meteME ER Interagstembonding R Intersystem bonding 2" PVC (FPL Termination pant 2" PTermnation pant schedule 80 sche2' ri id service PPL 2 GEC o��2>8B'-ci eCfaelavanrrad Be GEC to'5)*i'-*V@&aivanzed ground rode grounnd rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations wMch shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verfy AIC/KIC Rating prior to ordering equipment 2.5ton A �C Met< MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a not less than two from 20. All equipment and panel sizes shall be verified before The 2. Provide and wire all required smoke It Carbon of period of years ordering. contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate or occupancy, or one suit the job conditions. 3. Contractor to ver,ru location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and Install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have baen damaged. 6. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show everg minor detail 22. All raceways and pipes placed in or through any concrete 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 RMIL02 the requirements necessary for the equipment to be placed in 9. A/C RefrigrilrLt lines that are run thru slabs must be proper working order. 23. All exposed wins below 9'-I" shall be installed 1n metal EMT a eeved in 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. Dryer Vents to be installed per 11. All work shall be performed by a Incensed electrical meet all standard requirements of the local electric utility FBC RMI502 contractor, the completed aqi1�tem shall be fully operative. and telephone compang. 12. Contractor shall pay for all Move, permits, testing, and inspections including blower testing where required. 18. The electrical ayatem shall be completely and effective)g 13. All work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. interference with the progress of construction. 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. lk� duration of the Work, Install oulet under disc. not shown fc�r� clarity wP Exhaust Duc Thru Soffit 0 MASTER BEDROOM CLOSET GFCI Tankless W 1 mounted above 48" a.f.f. Pull chain 13P ' light in attics �1tA Meter 150 Amp '-- Panel GARAGE GFc1�-opener � I I - I I I I I I I I ELECTRICAL GFCI ®I I I I I I I I GREAT I ROOM COVERED PORCH DINING ROOM 1a_ � - • :u ��� 111 111" EN PLAN WF Post Light with Photo cell 1 SCALE: 1/4" = I'-O'i Attic Venting Calculations 1=5C 2309.1 Total Attic Space = I,92-4 sq. ft. Venting Ratio 1/150 = 12.82 sq. ft. required Provide A Continuous Vented Soffit V ,Z ru Wire For Front Post Light Braden It Braden AIAe PA�e n n Building Corp. Oats Drawn :i F?ev*ia,' sheet Comm 4 Architects - Planner8 S.E. GARAGE I-10-20 19 - 2 2 O <x 411 Coconut Avenue L The Cottage LEFT Drawn bg: �I D SOS �. Tel : (112) 281-8258 , Fax : (112) 281-8283 C.C.U. CODE COMPLIANCE E-mail: bradenaiaecomcast.net Span1s Lakes p St. Lucie County Florida Chocked b : h g ST. LUCIE COUNTY gtuart FL 3�99L #AAC000032 p.R.B. 17 -. _ " I =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. >1 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp IT or less �@' .30= 10 Span Spree der Bar A 60 degrees or less ' 1/2 span Tao line � Tag ne ♦�to2r1 Sp m �� o " ll2 of Span, approx. seeReeRees REFER TO BCSI Truss must be set this way d crane is used. REFER TO BCSI Truss must be set this way B crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. WARNING i _ The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. <„ The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS y, a i a Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. n d d k i d l �r 11 17�'l ...... M' j e un erslgne ac nowe gas and agrees. 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses." x CORNOERJACKS ¢O 2. All dimensions in this layout have been verified by the undersigned. I 3, Unless. �Q. ARE NOT BEVELED. r -' written notice is provided by certed mail to Chambers Truss within (10) days of delivery the SEE STANDARD Uw nderslgned agrees that no backcharges will be allowed. In the event such written: notice Is furnished Chambers Truss ENGINEERING. o z n hall have three (3) business days in which to begin repairs required or to substitute other trusses, at Chambers option. - O o at 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable f r delivery, Chambers Truss has e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is -------- ,r, esponsible to Chambers Truss for towing costs due to site conditions. I 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour Be for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price, nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 24" O.C. THRU easonable attorneys fee for collections in event of payment not timely made. 1-112 % per month service charge will be CORNER JACKS ONLY 24" added for all sums not paid within terms. B. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. CORNER DETAIL 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersgned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the OVERHANGS NOT SHOWN FOR CLARITY eclplent. !. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred tc erein, the parties agree that the sole venue for any such action will be Saint Lucre County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities Fol onstruction Using Metal Plate Connected Wood Trusses ANSI/TPIMITCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. DATED IGNED OR TITLE ---- A spreader bar may be required per ''BCSI" to prevent injury 8r damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included �pn doliNery before setting trusses. Trusses must be set and braced per design to pril injury & damage. PLUMB CUT END 2X4 TOP CHORD Trusses must be set plumb and square WALL HEIGHT 8% 1" 12 Do not set bunks or stack of plywood, roofing material or any other END DETAIL: TYPICAL 4f— concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES 3-15 O O ■ 1-00-00 r de 3105 can er Avenue Fort Pierce, Florida 34982.6423 800.551.5932 PLUMB CUT END Fort Pierce 772.465.2012 Fax 772-465.8711 2X4 TOP CHORD Vero Beach 772.569.2012 Stuart 772.2863302 - 12 WALL HEIGHT 8% 1" Web Site: CHAMBERSTRUSS.COM "`14 END DETAIL: TYPICAL Email: MAIL@CHAMBERSTRUSS.COM or Architect-, Shop drawing representlative�is The contractor shaf '.double approval is NOT a check•' of'the contractor.) t remain responsijrle for checking field mea other co suremants anp .J23-15 nstructioncriteria. Arohitect•s :i acovers generahap 12 O review truss of truss I roof Sed 00 str strapping, tl toatlng bucture fron m gravit ani 1-�N-�O III ' their re Y and uplift loads rid e tive locatio a. . Approved 7r,1 Date r f Braden & Braden AJ. P.A.. LOADINGIDESIGN CRITERIA REDUCIBLE C BLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604.6,1 I ' L County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(DirectionapyC-C hybrid Wind ASCE 7-10 Roofing Material Metal I Loading in PSF Roof R.D.L. Floor Top Chord Live 20 10 Top Chord Dead 7 4.2 0 Bottom Chord Live '10-Non Conccurent 0 Bottom Chord Dead 10 ' 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed. 165mph Top Chord C.B. Sheathing by builder y Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category If: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 I��/®{. R.D.L.=Restraining Dead Load C.B.=Cot s I Verify DESIGN CRITERIA shown affe.&UIGIF" building department and your engineer: Design Criteria is the responsibility of the EI Building Designer and/or Engineer of Record j I Chambers Truss Inc. Drawing Name: M11455 SCALE: 1 /4" = 11-011 72 total trusses, 18 unique designs 76531 Designer: BLW Reviewed by: Date: 11 /08/19 FOR 13gRl Welf-a- Wynne Development DESCRIPTION: THE COTTAGE / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11455