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HomeMy WebLinkAboutBUILDING PLANS8'-i" T.O.B. 0'-0" = Finished 12" 12 4 1 SLOPE L Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 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 underlayment Installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin cape 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 5/8" thick light textured stucco on typical concrete block construction — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATiON SCALE: 1/4" - I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood neck 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 underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Finish C( 5/8" thick finished stL ELEVATiON — Overhangs at 1'-0" 1 — roof pitch at 94:12 ur — Any changes to this for approval in writing — Return ALL Stucco 12 SLOPE 4 L5/8" thick x 8"w cut 3 Cora finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIGHT EL1=VATiON Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhand Doors, Sliding Doors, lfiadows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer C,lesa Attachment method gT E ,ration Design Pressure of Approved Tests 1,2,3 1 4 FLU 11499.2 Single Hun g g Series 185 MI Windows and doors x t�pcans mi . n ten et m rw sac and [sae. glse� f�hro�g�r �uck into s°o(`d tuNehi rilltaitiMmiM�n� min a stance in strict adherence ± 60 psf A 11-1108.30 Overhead Garage Door Model 824/011 T-4" max. widthDAB IL'-0" max height D U "Vert ••a si0' x c• Wx'14=C 51mve aM30 at e't ae. s `=i�ie yit 4' ease a. v k to buck inn d i "ails. atsncr - tie n We ' smairr. tie prbvn epp"'�"rw"'ii 10-9-21 + 50.0/-LO.O sf p B FLU IL614.1 Fiberglass Smooth Pro/ Jeld-Wen £Ico 1/4' die. tapcon with min 1.255 embbedment at 3" max from corners and ITS' o.c. max. theraalter to head end jambs. + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 MI Windows and doors X CMa Me attar at max om • comer and 19o.c A u N raw tArs ter throng Rad adherence o A iole hecl'�Lt mmnr�e'ng min 2.5" edge dutenca + 48.2 PSF Product NOA/FL NUMBER Model Manufacturer Attachment Method TEx�piration Date Dei Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion MI Windows and doors For CMU use (2) 1/4' x 2 3/4' tapcons with ran 1 1/4' embedment penstration into each Mull Cbp. Attach mull to clip using (4) #10 x 1.25' self tapping screws per clip as shown in product approval ± 118.9 PSF Roof FLU IiL51.12 5V Crim Metal R ofin g Gulf Coast Supply and manufacturing g 2L . Sv crimp metal roohrg attached to plywood deck using #9 x 1.5" &craws with self maim g washer at 12' o.c. max spacing over ASTM D tape 2) 30 lb felt mdarlaymant installed with min. 4 aide laps and 6" and W fastened with corrosion resistant tin caps and with 1.25' nag shank nails spaced 6 o.c. at ill In s and two staggered fans 12' o.c, in held. Attach peck to Cruses using a1<taehment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12' vented Vinyl Soffit Kagcan Install using 2' x 2' battens at 6" o.c. screwed to soffit framing using US 3a wood screws an eaaca krua, Install soffit to battens using s with 3/8" dlahead, +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4' die.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top + 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4' = 1'-0' 5/8" thick x 8% cut oral finished stucco bands i with coral bands OT=S Gulf Coast Supply 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) lb Felt underlayment Installed with min. 4 side laps and 6" and � n� laps fastened with corrosion resistant tin caps and with 1.25" ring shank Wads 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 R WED FOR CODE COMPLIANCE 12 ST. LUCIE COUNTY OPE BOCC �� `\ 5/8" thick light textured / '\ Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands REAR ELEVATION ess otherwise noted on Roof Plan ss otherwise noted in shall be submitted to the architect rior to starting construction. Inds into Window or Door. SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L 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 underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet O eEl El 5/8" thick x cut s coral finished stuccoo bands R = Finished Floor Finish Columns with / 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATiON 2" x 4" top plate 111 1' I ' 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board ---\ 11 111 I1 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Vartition Interior Non —Searing nts 1111 Braden It Bri den AIA, PA Wes(. nne Building Corp. Architect — Planners S.E oc Avenue THE S T E R L I Teell (� 281—�-8258 I �l Spanish Lakes Fax : (1i' E—mail: bra 281-8283 aiascomcast.net Stuart. FL 3494 #AAC000032 St. Lucie County Florida 8'-I" T.O.B. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ad nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 ICI ��� ICI ICI CMS 1Irimi I IN I NO1==1=11[mmilmill SCALE: 1/4" = 1'-0' thick x 8% cut coral finished 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: Roof '-O" II Wind Velocitg: 145 mph ultimate Mean Height: Roof Pitch: 4:12 Internal Pressure Coefficient: ±O_Is SubJectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4' Wind Speed: its mph ultimate Wind Exposure Classification: C 1.21 x O.6 Adjustment factor for Exposure Herght: = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.IWL Components i Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.G/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components i Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38,1 psf Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? `(es Are Components an Cladding Detal s Provided? Yes Minimum Soil Bearing Pressure.2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD:45 bet FLOOR DEAD LOAD: 10 psf TO i17� CN ED = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: MODEL: Data Drawn : Revisions Sheet Comm # 3-28-18 SCA%�, GARAG R GATE Drawn by: C.C.U.����®�� O, �� 1 — 3 O 1 Checked by: D.R.B. 1 �D OF 5 'FLOOR FLAN f„ all36'-O" CRASH POST DETAIL ARE CALCULATIONS 2„ o TYPICAL NOTES: SCALE I/4" tN.T.S.TLiving A/ I�'4-1'4 sQ• ft. REVIEWED 34" high b 4" diameter = E COMPL�Ali'4CE 9 9 front for` 153 s ft. COD 1. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor � Q proceeding with work. Flange with 4 - 3/8" Rear For, = 1'14 sq. ft. Opt. PATIO/SLAB ST. LUCIE COUNTY 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into Gara' = 321 s " ft. BOCC q slab (3/8 t 50 ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have Total U er Roof 2,12"4 sq. ft" a minimum 1,400 P.S.I. fiber stress. 6 , , Total I IC Pt = 11,�92 � 00 00 00 4. No dissimilar metals to touch. 2%" 2/,' ° ° ° ° ° ° ° ° O S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete, o h" �° EGRESS ° ALL Concrete used for vertical filled cells, cant. tie beams etc.. to 2' VTR shall be 3,000 P.S.I. concrete and/or 9 000 P.S.I. rout mix '1 ° l ' 1 ° " ° g 3/8" 2/z i p 12 x 12' Concrete column 6. Drywall at ceilings shall be leveled and attached to bottom chord 1 00 i block Filled with concrete and Of trusses with SCreWS per FBC R-1o2.3.5. 2'/a" 1 r (2) #1 bars vert. tied Into p O O I lintels above 12' 8" -1. ALL wood in contact with concrete shall be pressure treated. „ 21 VTR Covered Porch S. ALL wall dimensions are nominal and not finished Wall or stud dimensions. T 9. ALL plumbing fixtures to be low flow. Master ' 1 I if 10. Contractor to Provide Drain at water heater in accordance Bath i 1 i ° ° ° El ° with the current edition of the Florida Plumbing Code. 12- with I ° © MASTER T E R O II. Contractor to Provide a 2'-8" wide door at one bathroom for , , . - 2/12/� La�v. w m handicap accessibility requirements. 1/2" �^ I 2" VTR ° I B D Q(�1✓l u 4" 8'-O" to 9'-8" A.F.F. 12. Lowest finished floor to be set by Governing Building Department W.C. �p $, , JIL Vault d Celhng 8'-O" A.F.F. f-=n surveyor to set in field. i I Flat Ceiling u_ 13. Separation between residence and garage shall be per FBC R302.6 2 3. i GREAT il 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door sa' Ill Sink i OOM O w•H• =Water Heater Kitchell �' � O I I � 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 Lay. 1 O I 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than -450 per FBC R302.9.2 I Rod Shelf O 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x V P.T. Buck nailed to Masonry Beam a flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails w'C' - materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen N I anity to be H.B. with F.B.C. R316 - see permit info box of code edition Bath #2 gsq, ;� I N I Y,°high, 18. G sum board material shall conform to ASTM C36, C-f9, C4�5, C5114, ClC931:='' "< a i O pp r,.,tt ::..,.;.:.,.., 8'-O" to 9'-8" .F.F. 2" x 6" knee -wall I m CW� O, C1002, C10'41,C1111, C11-18, C12'18, C1395, or C1396 and shall be installed ` ' "' >;-" o.o. ry ° according to the following: (FBC R702.3.5) To sspuo Vaulted Ceding below counter top n[ I O Mrr I CLOSET if Dr wall y Thickness Location Orientation Framing Member Max. spacing P 9 or fasteners Nall sizing options for installation of drywall into Spanng Maximum wood framing members g Nails Screws 2" x min. thickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with WallsD IL" 84 16° Direction rect 15/44" headOR Gypsum board nail Cl dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 7 12" 13ga 15/8" long with 19/1.4" head 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail 0.092" dm,xx 1 1/8" long with Walls Either 16" Sol16 Direction 1/4" head OR Ggpsum board nail] 0.0915" dia. x 1 T'/8" with 19/64" head. PLUMBf NG RISER DI>\111�1Q� Install SGD thru buck Into p 0 D ROOM �F a" Rod SheIP AILINEN EN block with 3/14" tap -con with I p e i O w 1 1/2" penetration at 6" o.c. max. i r---, 19 from each corner and 20." o.c. max thereafter at head per product approval ® �� \� g_ I" x 6" Illk nailed to ° Vanity to be I i ° block with c Y hardened nails I 34 ,"high I , ° T4:DE 10) m i Head prior to door aehment Ln13'-Os/+' 91," (41") ° En O High Wc11 O ° K�ITCHENt ° _ Vent C ryer fixed door _ - iy throng wall ;,, -war ang 8'-O" A.F.F. Use 3/I6 tap -con with sliding door - - I 1 1/2" penetration at 6" o_c. max. from each corner and 20" o.c: max }j;Y:;; ° Flat Celhng thereafter at sill per product a royal \ Masonry Wall ' H - - n - ,.. Upper cabinets to � Install SGD thru buck int' _ 9ottom Track S11.�'..' Tgptcal Flooring ° BATH 0 I - extend over Ref. �y I "fillers block with 3/16" tap -con w 19. ALL ceramic tile surfaces installed shall conform tP ASTM All thru A108.6, Sliding Door D e t a I l I from penetration at 6 max. ° „„ A108.1, AIlB.I, AI18.3, Prom each corner and 20l' .c. max Rod t Shelf - - A136.1 and A131.1 thereafter at jambs per r uct approval Jamb 18 cv ® a H. -n s siaWerion 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM At Masonry Wall NTS I _ 4"� Steel Ballard A/C o y m r - ee atad on thu sheet #I C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall O� w I B +� _ be used as backer for the wall tile in tub areas and wall panels in shower areas. Window II n F L I � _ °` I�" 22' x 54" Provide auto if 21. Insulation including facings such as retarders or or permeable members installed W i n d Caw Schedule F7 � Attic Access closer O Q Q with light within floor -ceiling assemblies, roof -ceiling assembliero, wall, crawl spaces and attics = e'-o° A.F.F. �_ _ 2" _ _ _ _ _, Mark S1ze Rou h 4 en. Window Descrl tion PRE E ZONE U()c Flat Ceding shall have a flame spread Index not to exceed 25 with an accompanying smoke _ A 13,_L^ L' o,: 4° a 150 rip developed index not to exceed -450 when tested in accordance with ASTM E 8-4. I. 4'-5ia'x 5'-3 ie" 54�a°x L3 �'' 5ingle Hung NE 4 '� F %Z ;i m Panel eter Insulation shall comply with F.B.G. R316. 2. L'-2"�a'x 5'-3iB" 2�'h"x 38��° snglle Hug NE 4 � Oe Hung DNE .4 ry SECOND BEDROOM i E ERGEN Y 3. 2 2 x 3 2 /2 - GRESS GARAGE o upply Gulf Coast Sand MFG 5v Crimp Metal roofing FL 411651.12 4. 4'-5%'x 4'-2%s° 54Ye'x S I 7 Single Hung NE 4 CO T ° ° 8'-4" A.F.F. O 21 gga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" (] ° Flat Ceiling i wood screws with self sealing washer at 12" o.c. max spacing over ASTM D ° O (type 2) 30 lb Felt underlagment installed with min. 4 side laps and V end ALL Windows to be aluminum windows W/ tint 10 - IN laps fastened with corrosion resistant tin caps and with 1.25" ring shank nadp 6 ° spaced L" o.c. at all laps and two eta�gered rows 12" o.c. In field. Attach and mUIIIOnS per eleVatlOflS. 0 deck to trusses using attachment lots] on this sheet ALL windows t0 withstand pressures In permit info box On et I p p EGRESS r-----------------, O ALL windows in bathrooms to be tempered Block wall in �� ° - I garage to be 1 d All rough opening dimensions to be verified by contractor struck block Ill with manufacturers specs prior to construction IQ. o E, , o Simpson HETA 20 or equal with llo) IOd« I I/Zc each 12 p 12' x 12" concrete column block Iliad C YER D ( 24" o.cJ supporting nailsMax PRE --ENGINEERED TRUSSES �+ O ORC p9 4 at 24"o.c. TYPICAL Door Schedule with concrete nil (t #'I bars vert. tied 18101bs. uplift w n L into lintels els above -1 1 (shop drawings by manufacturer) I i Mark Size Rough O enln Door Description PRE RE ZONE I ® 1 A 9'-O" X 7'-O" 108" x 84" Overhead Garage Door NE 4 ° ° ° ° ° ° O 00 Aluminum Drip -�"� R-30 blown fiberglass 41'/+'x 83i' Edge ItFascia in bottom chord of trusses B 3'-O" X to -so -8Fiberglass Panel - Inewing NE 4 L'-4" 5'-2" 2'-a" 2'-8" 3'-51, 9'-O" re I/2" drywall with smooth finish C 6'-O" X L'-8"ck �4" x 81 %_" d »`°° Sliding Glass Door NE 4 2" x 6" Sub -Fascia Two rows of beam blofilled with concrete and (1) US bar cont. in each row. Substitute D 2'-O" X it Solid Core - Wood - 6-Panel -$1-Fold Finished 2 x 81 /2 Kaycan full o vent vin i sorrel. installed recast Intel Filled with concrete and (1) #5 , s usin I/8" dia shank x TV long gale. gar cont. for bottom row over openings E 2 -L X (,-am Solid Core - Wood - L-Panel roo , nails with 3/8" dia. head per product approval - sae chart Al #1 1/2" drgwall over I" x furring F 5'-O" X Ill Solid Core - Wood - 6-Panel - Bi-Fold strips at 16" O.C. with R4.1 fi-foil insulation on tgpical 8" Block walls G 2'-8" x V-8" x I %I" Solid Core Wood, Steel, or Masonite Door 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on t ical concrete and shall meet all pertaining ASTM codes. H 2'-8" X it Solid Core - Wood - L-Panel yp ao Mortar to be T e "M" onlg ro ortioned per FBC R601.1 Install windows thru buck into block construction yP l P P block with 3/IL" tap -con with and Mortar ronts shall comply with FBC RG0howe J 2'-L" X L'-8" Solid Core - Wood - 4-Panel - Bi-Fold 1 1/2" penetration at V o.c. max. Attach buck to block wall with Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) from each corner and 20." o.c. max 1/4" dia. Ell cone screws with min. #5 bar vert. w/ K 2'-8" X 6'-8" Solid Core -Wood - 6-Panel - $i-Fold thereafter at Jambe and 20" o.c_ max. 1 1/4" penetration at 12" o.c. max 30" overlap Fill cell with concrete and Exterior face at head and sill per product approval and 4" max from each corner thru (U #5 bar Vert. (t ical). L I'-6" X ii BI-FOLD 2" x 0 PT Buck at each filled call yP of wall Buck to be I" x 4" PT Exterior face Max . spacing shall not exceed of wall Wood 48" unless otherwise noted ALL Exterior doors to withstand pressures Stated in per I info Varies Base see foundation plan notes for box On Sheet 41 Varies spacing at openings 4" concrete slab with fibermesh OR GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHAI 6"xb" #10/10 WWM on 6 mil Visqueen over WITH57AND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEE #I I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck clean compacted termite treated fill block with case hardened nails ON ALL JAMB. HEADER, AND at each hinge and 15" o.c. max and Grade ..;' All rough opening dimensions to be verified bg contractor Windows prior attachment PRIOR BUCK Detall at Door prior attachment Detail a I � a t to window att SILL BLOCK R to door _ with manufacturers specs prior to construction NTS INSTALLATION NTS III= II III -1 IIII=IIII=IIII=IIII= Braden den ,41�4. P MODEL: I�iI=IIII=_=_ _-III IIII=IIII=" " Wrunne Building Corp. °a3 28i-Is Revisions : Sheet Comm Archite - Planners -IIII=IIII=1 II=11 I, III _ " GARAGE Drawn b -i 14 x 14 Concrete footing 411 S. Coconut Avenue T � F. � T � � � f I �l G � / I with (2) #5 bars Cont. and #5 '� I G H T TYPICAL SECTION transverse bars at 48" o.c. Tel ; (�i ) 281-8258 G.C.U. 2- Fax (1 ) 2 81-8283 Spanish Lakes Checked by: E-mail: branaia comcast.net St. Lucie County Florida D.R.B. OF 5 Scale I/2" = I' -OH Stuart, FL 3411 #AAC000032 STRUCTURAL NOTES: goo PSFSOIL I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,ON-UNIFORM BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR OBTAIN CONDITIONS EXIST, REPORT TO ARCHITECT AND ( PROPER ENGINEERING DATA FOR DESIGN. ) PSI AT 28 DAYS 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,50E MIN. 3000 PSI ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DA S 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK LJ/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESO. 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 PASSING THE US STANDARD NO, 200 MESH SIEV1z• PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 955yo OF ITS HODiFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. l• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN �. bLVrt /HLL rVKC.11 01..AMb, L.VVI=K=l WAy FROM HOUSE TO DRAINS (IF PROVIDED) FLK, ETC. AWAY 'ER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO Box ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, 6 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS. BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI i5. ALL STANDARD LUMBER SHALL BE SYP UjITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted o 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 upto 5'-11" wide. Provide (2) filled cells on each side of openings from �'-O" to 9'-II" 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 24" o.c. unless _Otherwise noted (see section) 6. Contractor to provide for Form Board purvey - Form Board Survey to be provided to Truss Company prior �o truss construction 1. Contractor to provide for soil test prioF to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 6(0. meeting ASTM A-I6 and A-35 specifications. ALL Anchors to b# 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. SCALE: 1/4" = I'-0" Termite Protectlon for New Construction. Soil treatment used for subterranean termite prevention inside the foundation peFimeter 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 -treater) with a chemical soil treatment including spaces boxed or framed. Treatment must be in a`cordance with the rules and laws established bg the Floriqa 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. #5 bar vent. w/ Thicken edge to 8"x8" 30" overlap 5EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous OxO 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Mo GRADE 4" concrete slab with flbermeah OR ,r Vx6" #10/10 WWM on 10 mil Visqueen ovt M clean compacted termite treated fill Grade — i __ = — "' — — PORCH SLAB EDGE DETAIL —III III I— 1wi SCALE 1/2" = 1'-0" footing h (2) #5 bara"c cont: ll 14" #5 bar vent. w/ f 1 TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = 1'—O" at each filled cell EE TYPICAL £CTIONS 4" concrete slab with fibermesh OR Adjust curb height CxC 410/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fell p slope. 6"xV #10/10 WWM on 10 mil Visqueen over #5 bar in curb \THO'-O" clean compacted termite treated fill #5 bar cont. H F.F. OL Step per Grade foundation plan - M — — 10" (2) #5 bars cont. bottom steel 14"w x 14"d concrete monolithic M I I I iI I footing with (2) #5 bars Cont. 12" 14" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" CJ GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" = 1'-0" block filled with concrete and (2) 30 bars vert. tied into lintels above Verify house slab height in field Top or Tooter 14" below finished floor "..:'..;4.":.-..:.: .'... I O I III11 30"x30"xl6" concrete column footing with (4) = 45 bars each way 30" - COLUMN FOOTING DETAIL SCALE 1/2" _ 2" x 4" PT wood secured with \ 3/8"dia. x 4" anchor bolt at IS" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRE55URES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With Oni 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Felled Cell Column NTS Filled Cell Masonry Column With Or #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell ( 1 36'-O" 12° — 1.v— I � I ©pt. PATIO/S �� 4 a 4 ----- III of ----- �— ----1E I - Rear Patio/Slab W to be poured separate from the house slab. 12,_8" I O � v I N Thicken footingto N 24"w x 14"d x 4"L FI I I L , under filled cells ° under girder bearing. I N I °——— — — — — — — -- r'--------- Rear Patio/n�lab to be flush with wttom of FI sliding door Facers. I ° I I slope 1/g" -41 _a I I �I I Van it to be I H B 4" concrete slab with fibermesh OR 3high��I 6"x6" #10/10 WWM on 6 mil Visqueen over O clean compacted termite treated fill 7 FI I I I, _.{F- I I I _a I ° I Q FI a00 —�/ —-- - I I H� I r '� I 4"o0 Steel Ballard I #I ? I I ®filled w/ Concrete �I I'al�I uVu vva ° I FI � E� I _ a � E FI rEE n p° I ro a I E ° E" E '' c O I r =� ,- 0 U� N — pI n v o0 ` _t_r_r_T_r_r o RO U I I I I I O ° I W %) F5 1 o E I [L I 3'-1:. - .s o I� a- I :s T-2"iL I I r I --4 — t ---- Recess for -- —�� N ,°--------- ° ° ° Garage Door "E EE 12" x 12" concrete column block filled P� wi concrete and (2) #1 bars vert. tied 3"-5" 9'-O" 3'-5" into lintels above II'-6" 3'-4" 5'-4° BIE 36'-O" FOR REVIEWED ii FOOTINGS SCHEDULE Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS lsize 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 14"D COLUMN FOOTING WITH (4) 95 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS Q14"W With x 14"D Curb at Garage [MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" NTS Braden t den AAA, P,4 Wynne �Ullding Corp. MODEL: Date Drawn Revisions Sheet Architect- 411 S. Planners Coconut Avenue T S T f 1� GARAGE 3-28-18 Drawn by: 3. Tel : (1 ) 281-8258 C.C.U. Spanish Lakes Fax : (I ) 28e1-8283 Checked by: E-mail. br` naia comcast.net St. Lucie County Florida D.R.B. OF 5 Stuart_ FL 34 UAAC000032 Comm # 1�-301 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Provide #5 bar set in pre -cast ROOF SHEETING cell steal into continuous befillam beamm block steel. lintel Into beam where length of the opening calla for it. ATTACHMENT D E T A I L Simpson HETA 20 Strap truss to wall using Simpson MGT with :.' Provide Cast-Crete=:=-j,.:. — ..:--T'' -" :: ,T• '.T:., •� CoAnchors Per hurricane anchor at each trU55 5/8 ilia. threaded rod with min 12" embedment ring I. Minimum Nall Size = 8d rim shank (min. 2.5" long) g BUB-OB/OT precast -- '- - =- . ``- -� --- Mai Pared Concrete or f urers spec. ( 2'(" o.c,) supporting Max. Pp 9 Into beam (22) IOd either wet Wads Into set or m e ox with truss. Add blocking to REVIEWED FOR 2. Minimum Screw Slze = #S 2" u [into[ set in mortar _ "'" Min. 8° Bearing --' `"e;=.,_' _...� �._ ':" i ' . ;-.:},:: , �:' '�'�— concrete block wall "�'_ - --- �'Ma"• 1810 lbs. uplift ETA 20 trues leg i per detail on this sheet C®DE COPLIIANCE 3. Minimum Sheathing Thickness 19/32 CDX F'Iywood :,,,a,,.•..ot li 3 r; ;?;. 4. Use nails or screws bas d on pressgre for roof stated . iu.. " �1.♦.♦.♦.♦.♦.♦.♦.%�+.♦.♦.♦.♦.♦.♦.♦.♦.♦.�Q Provide- - - - oured Filled Coll res♦j♦♦♦♦♦♦♦♦♦j♦j♦♦♦j♦j♦j♦j♦♦♦j♦j♦j♦♦♦ per jam I Q ♦. istails into ll filled cesmallillillill[I 4" Pre -cast Sill Provide #5 bars with min. 48 bar K� i♦i♦i♦i♦i♦i�i ♦♦♦♦�♦♦♦♦♦♦♦♦♦ diametera, overlap in filled cell. Tie call steel into continuous foater steel. Ke Area Ede Field Fastener Press uree Zone 1 G" 6" Bid ring shank 45 psf Zone 2 .4" t, 8d ring shank lb psf Zone 3 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf Aluminum Panel Saes per manuracturer Bee Tgnmal Stud Detail 1/8" . 3/32" Wing Nut w/ epproprinte washer and spacing e per m"nurauDataiis'ID I eie• Stud Detall Stud u/ Die Cast Zinc Nis t Nickel Plated Wing Not /4• Concrete Anchors Per y. DETAIL AT WINDOW OPENING iN manufacturers Spec. III ** Use nails or screws based on pres§ure for rgof stated Scale: 1/2" = 1'-O" Flush Mounted Shutter stall in permit info box on these plans or zone 3 CBS WALL nts SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of N truss with IOd x 1.5 Male at 4" o"c. W L Verify with Plan Cn <r Install Simpson MGT into wall usiny� -� Concrete —� IZ'ix 12" cv 5/8' dra. threaded rod set inn. IZ" Q+' Lintel Column Block into wet beam and (22) IOd nails into true OL U 1 -�...:.:. ...:... W E # 1 (V Zn Rebar Rebar 48 Bar Dia. W o� O Mln. Overlap TRUSS BLOCKING DETAIL ? <r m `" AT GIRDER STRAPPING � � � a Column to Lintel Attachment AT CENTER BEARING POINT w.<� U' I NTS a i W IY o 1/8° thick fight textured stucco installed per I w ASTM C 924 over ASTM O type 2 paper backed tL wine lath Waded to2 substrate through one layer of ,jj�,, AM SCHEDULE ASTM D Type 2 felt paper using ed Wads. Substrate to be 19/32 CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. w Mark Size and Description Aluminum Drip / Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #IIL51.12 Edge t Fascia Two rows of beam block filled with concrete and 1 #5 bar 26 ja. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" $I continuous m each row. Hook vert. bar over to bar with wo screws with self sealing washer at 12" o.c, max spacing over A5TM D o p (type 2) 30 Ib felt underlagment installed with min. el' side laps and 6" end #5 90 bend bar with a 10 min, lap at top bar. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced G o.c, at all laps and two staggered rows 12" o.c. in field. Attach Flash and Canter Brace Gable end dpeck to trusses using attachment detail on this sheet flash B' Gable and with 2" x 4" SYP #2 min. Ned ledger to Wi' x 4" SYP #2 8ft back nailed to bottom 9 8f ck nailed to bottom f t h ds usin (2) IOd Additional Precast Lintel #5 bars r ; ;�"�'�'' � r ` ; kvTj. � ••S6.n' w. ( CLEAR Lintel Length Bar Length Clear Span u u A Bars u " B Bars i F• ?` 2'-10" 2'-8" I'-6" 2,43 none i V-6" 3'-4" 2'-2" 2,93 none SPS-OBAT 8F8-IB/IT 8F8-IB/2T Addltonal 4'-O" 3'-10" 2'-8" 2,1*3 none tiara CLEAN ;'.;. ?-t•`. 4'-6" 4'-4" 3'-2" 2#3 none One Row or "H" Block Above";,::;,:.:: 'r�r.;•,.;;; 5'-4" 5'-2 4 -O" 2.#3 none i •> _ " 5'-10" 5'-81, 4'-6" 2A4 none Frecast Lintel •"., 6'-4" 5'-4" 2,#4 none Additional : ' of6'-6" ------ #5 bars v____ 1'-6" T-O" 6'-2" 2 #5 none BFIL-IB/IT 8FI6-IB/2T 8'-4" 1'-10" 1'-0" 2.#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel-1.5' 2. min. bearing required a ea. end=8" 3. standard for rninf. steel ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete S ecification Rows of "He Block AbOVe " Bottom Steel size Top Steel 81u Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-V SPS-OBAT 1 #5 30L9 1649 1024 L31 2'-0 3--1.. 1. 4'-O° BPS-OBAT 1 #6 2561 1363 10 L45 4'-5• 5'-10' BIBS-OBAT 1 #5 1106 q09 339 L50 W-O" C-0 8F8-015AT 1 #5 1238 835 121 LLO V-8° T-0 8F8-OBAT 1 #5 1011 121 534 LBO 8'-O" T-4' SFS-IB/2T 1 #5 2 #5 162 611 512 L90 T-O" 10'-L" 8P8-IB/2T 1 #5 2 #6 643 530 401 L405 9'-0' 10'-4' BFIL-IB/2T ONE 1 85 2 #5 1533 1183 401 LI00 10'-O' ll'-4" 8FS-IB/2'r I #6 2 #5 582 4414 462 LIOOB 10'-O° 11'-4" SPIL-I5/2T ONE 1 #6 2 #5 1366 1028 452 L120 12'-04 iV-4" 8FS-IB/2'r I #5 2 #5 411 428 324 L120S 12'-O° 13'-4° BFIL-IB/2T ONE 1 45 2 #5 JOTS no 324 LI40 14'-O' I5'-4" BFIL-IB/2T ONE I #6 2 #5 1250 604 264 LILO I6'-O" m'-4° eFe-1B/2T I #5 2 #6 300 1412 194 LILOS IL'-O" IT-4" BFIL-IB/2T ONE I #5 2 #5 950 940 194 - ALL LINTEL5 SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION RECtARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Y. .,4 ....,,r . _.',:.:'.' 1J`.,'.•' Pared Concrete or Concrete Footing concrete block well :'. ":'• t_ _ (see footer schedule n Por exact ffin:effi) sill i gable and truss with (2) IOd roils or nor t le chords using (2) IOd nailsoat teach true a t each truss at each web 12 Simpson HETA 20 or equal hurricane 4 ENGINEEI�D WOOD TRUSSES anchor at each trussP with (10) IOd x I I/Z" nails e 24"o.c. TYPICAL ( 24' o.c.) suppporting Max OVID&, op drawings bg manufacturer ) upllPt 0 Aluminum Drip R-30 blown fiberplasi t Q Edge E Fascia 1/2' thic stucco on 3/8" hi —rib lath in bottom chord of tri ice 12" attached nailsorort stales vertical ots raovide� W framing with an p I/2" drywall with smoot ish 2" x 6" Sub -Faso no less than I-3/4" penetration into horizontal woad framing and 3/4' penetration Two rows of beam blocfilled with concrete into vertical wood framng members and (U #5 bar cost. it each row. Substitute Kaycan full a vent vinyl soffitinstalledprecast 1/8' die 1.5" long lintel filled tar cont. for bottom concrete and (1) #5 over openings using shank x gals, roofing nals with 3/8' die. head per product approval -see chart sheet #I 5/e" thick light textured 1/2" drywall over I furringg atrlpPa at 14" o.c. wit R4.1 fl-foil stucco on tgpical concrete lnsulation on tueical Block walls STa LUCIIE COUNTY fOCC to N � X a-r to t � c1 to °� a 0 =t ino7 U .� a Li to o O Ems � � to xt v_ ty s 4 2 �#C 2 Q o aD at N "' cr "' All dr wall to be i s Iled per FBC R102.3.1 black Pilled with concrete y Vanes -see plan i rid hell m t II ASTM d MIN I ��ii Y' - III n n 11 Fow, pArlow, WMA i NO Crimp Metal roofing FL #11451.12 self seakia-5im'iler at t2" laps fastened wijh corrosunn -resistant tiri caps and with 1.25" ring shank nail 4J ad A" o.c. a- all laps and two staggered , rows 12" o.c. in field. AttacF.. i i 6 22- x 54- VIJL� with light 1 iceMAP ION j and (2) # tiara vert. tied a s ee a slning co es. ETA 20 into hntels above #5 bar veil. w/ m Mortar to be Type only proportioned er FBC R601.1 30" overlap and Mortar joints h coinply with FBC t�401.2.1. thicken edge to 8"x8" p Provide Our-O-R c at all wet areas (ex. showers, tube etc...> with concrete and at each filled cell 04 one #5 bar continuous BEYOND Fill cell with ca. (tg rid ROOF: /� j /` Rear Patio/Slab to !I) #5 spacing veil. !ty I ). I� O v I A be flush with bottom of 48'" unless ot ecdeed eliding door recess. Wood — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET To of footer Base see foundation plan s for 16"pbelow finished floor spacing at openings - ROOF PiTCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET Step per foundation plan 4" concrete slab i, 1 fibermesh OR 6 xb 410/10 WWM on and Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER v y Slope per foundation plan r clean compacted le, Its \treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED T O T H E -, .:.:...,:.:....:, ;.>:: _.•. _ _ i ARCHITECT FOR APPROVAL IN WRITING PRiOR TO STARTING CONSTRUCTION. II-IIII=III-1 IIII-IIII=IIII=IIII-IIII- _ :--IIII �IIIIi ;,IIII= - ALL TRUSS TO TRUSS CONNECTIONS BY IIII-IIII-III — IIII-IIII-IIII-IIII=IIII—IIII IIII III �I_ Ii, III - TRUSS MANUFACTURER IIIII� IIII-1�11 > " `'}; ,,, —IIII—IIII ,,•IIII—IIII=IIII=III —IIII I� FI ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR II..IIIIII ' =IIII— 14 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION —'Ili=IIII-IIIIIIII=1'' 3 T ice[ Section at front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden t B is den AIA, PA Wynne Building Corp. MODEL: Date Drawn Revisions Sheet Comm # Architec— Planners 3-28-18 411 S.E.oconut Avenue GARAGE Drawn by: Tel : (1 281-8258 THE STERLING RIGHT G•e•U• 4, 1 �— 3 01 Fax : (1 28�1-8283 Spanish Lakes Checked by: E—mail: bra aia comcast.net St. Lucre County Florida D.R.B. OF 5 Stuart. FL 34 #AAC000032 $R I Poles u 30 2 u1301 21 om H.B. _I Ven_t thru_I__ swlti 208 CFM Ioxioxi Covered Porch I G EAT OOM I I Center Registe�s on ceiling fhn I `�// I �IOXIOxi DINING ROOM f"jj 2040 1 1 r it 146 CFM IOXcXc SECOND BEDROOM I"IECHANICAL 12xl2xs j B/A Y!J 149 CFM IOx10xi M STER B DROOM 149 CFm IOx10XL I 1201 0 °o I K K IL2 C 12XG) COVERED PORCH LAYOUT SCALE. 114" = I-1. It Is not the Intent of these plans to show every minor detail of construction. The contractor shall furnish and Install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the M.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completelg and effectively grounded as required bg the latest edition of the H.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and Install all fixtures as called for on the plans or as selected bg others. 23. All racewags and pipes placed In or through ang concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 e 22' x 54' Attic Access i eith light — J 54 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I I 1 I I I I I I I I ___ Vent_t�r_ Soffit eter A/C disc. #2/0 Aluminum feed AMP MCB I 'h' Conduit EL M Tfi Aaau 2'PVC (FPL sa 2' rigid service FPL t0r:5"conct?,'v*1;sr4 slab ELECTRICAL R11EJER - Contractor shall use AL-CU Landing I NTS - Contractor shall torque lugs I.A.lO. manufacturers recommendations which shall be verified prior to construction 2"- Exhaust Duct Thru Sofflt— Wire For Front Post Light �h I KIT( SMk€ CA ben_ — J Monoxide Detector 1 /1 i Combo ELECTRICAL FL o Post Light with Photo cell 6.3 o Attic: Venting x Total Attic St q Venting Ratlo a n > Provide A v Braden It B den ,AIA, FAWynne Building Corp. MODEL: Date Iw8n ` Architec 411 S.E. - Planners oconut Avenue T I H E STERLING THE GARAGE RIGHT 3 28r by: Tel : (Z 281-8258 C.C.U. Spanish Lakes Fax : (7 28-1-8283 Checked by: E—mail: br i nala comcast.net St. Lucie County Florida D.R.B. Stuart. FL 34 ItAAC000032 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A Carrying Girder For Truss to Truss Connections see hanger/connector ails must be as show. Guide tabs o schedule in engineering Do ena gle nails. package. Carried Truss SEAT PLATES BY CHAMBERS upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSF-ULL" SET BEFORE ANY MORE TRUSSES ARE BUILT FOR T-AT MODEL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR SPREADER BAR OF 18' - 24' IIN LENGTH AL Do not wand on trusses until they are braced per BUS1 & pr, perly nailed to straps & hangers o- ---;-_ x eA x Lf 6W SPAGNG NOTE ALL TRUSSES ARE TCBE SET AT 2'-0: ON GEIv-ER EXCEPT AS NOTD AI FR "-# 1" E::>LIF=FR "OTFE 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. All load bearing wall headers, beams & lintels must a in place at indicated height bl re trusses A& are install 1 A& DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI CLN'OC.1NU1 , I �- J CORNER DETAIL OVERHANGS NOT SH OWN FOR I GJIRITV 14' 22' 22' 14' I I I I I I N V J2 J2 J4 o J4 J6 J6 m ��P GRA✓�� A 1 Al 1 A2 A3 1 I A4 I I I A5 A177— I A5 A5 1 13'-8" A5 t , A5 A5 9i ATA s ATA ATA INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) ATA 50# POINT LOADS PER TRUSS FOR A/H/U g ATA ATA ATA 4 ATB 77-777777 i� ATC DL BHA A I✓�r- J6 I — — X— J6 0 I I I aGl J4 I J4 � I I I J2 I I J2 L �v m m m m �I w ro Im m m m m I I I I I i 15'-10" 5' 4" 3-4- 1 V-6„ GARAGE LEFT a J2 J2 J4 J6 o r` GRA J4 J6 I A I Al I 2.0 INT .00/ NT. , Az A3 I 1 A4 I A5 I A5 J 1 A5 I _ 1 A5 22' 13'-8" A5 1 1 A5 A5 ATA ATA ATA \ INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U ATA ATA ATA ATA ATB ATC BHA J J J I I I I — — I — I I I � _ O co J4 J2 N I — 1 FABRICATION AGREEMENT a ZUSS�$,GANNOT BE STARTED UNTIL T111S AGREEMENT IS SIGNED $ ((� (�( fihe legal deyscaption of the property where the trusses will be Installed is: The undersigned acknowledges and agrees: `1. Trusses will be made In strict accordance with this truss place ' which is the sole authority for determining successful fabrication of the trusses. ment die 3. 2. All dimensions in this layout have been verified by the undersigned. Unless days ofdelivery the untdersigned agreesythat ri orb ckcharges wild mail l be allowed.) such written notice is furnished Chambers Truss shall have three (3) business d to 4. The begin repairs required, or to substitute other trusses, at Chambers option. 5. Deliveryeisl90 job ned acknowledgesreceipt buyePsore®ponsbty to make the job site delivery. Chambers Truss has the sole authority to determine the suitability of the portlorl of the job site for delivery. Chambers Truss will be responsible for dump d The buyer Is responsible for additional delivery expenses if Chambers Truss has bec ause us eo site ' 1b Is not prepared Buyer is responsible to Chambers Truss Trussor llfo for costs due to site condit onvery or buer Is not rpared for ls.ery 6. Price as shown In paragraph 7 below is subject to change If any changes a this layout, A $50 per hour fee for revisions may be charged byGhambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of'the sum agreed t agreement a reasonable price. Invoice will be made on delivery and paid within ti on delivery. Invoice may be made at scheduled date of delivery if buyer can delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 1 attorney's fee for collections in event of,payment not timely made. 1-112 "% per mol charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms 9. In consideration of Chambers Truss extending credit for this material the ur unconditionally guarantees payment when due of any and all indebtedness Chambers Truss by any entity receiving material and the undersigned agrees to Indebtedness Including attorneys fees, if default in payment for material be man recipient. 10. In the event of any litigation concerning this agreementjhe gems furnished"1 or payments referred to herein, the parties agree that the sole ue s fur ishe h 1 be Saint Lucie County, Florida 11. Design responsibilities are per "National Standard And Recommended Guidel Responsibilities For Construction Using Metal Plate Connected Wood Truss kq,, ANSI/rPI/WTCA 4 - 2002" DATED SIGNED FOR TITLE AsProaderbarmaybemqukdia'"BCSI1-03"bpreverltI jiuji&dar Multiple ply trusses must be fastened together pe engines before they are set, failure to do so can result in of collal Temporary and permanent bracing are required and can sav and property and Is the responsibility of the truss erecto Study the contents of the Information packet Included on del before setting trusses. Tnrsses must be set and braced per design to prevent injury & dame) Trusses must be set plumb and square Do not set bunks or stack of Dlvwenrl DO NOT SET TRUSSES USING THIS LA You USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSE he Architect's or Architect's representativHAMBERS TRUSS INC shop drawing approval is NOT a `'^le check" of the contractor. The contractor sfiall remain responslble for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss Strapping, and loading tructure from gravity and uplift loads and their re ctive ,veal;°" 3105 Oleander Air nue Date. Approved QY: Date: 5 lot Fort Pierce, Florida-34882-6423 In Braden& Braden A.I.A. P.A. - r 800-i551-59 Fort Pierce 772-465-2012 Feic 772-485-8711 Vero Beach 772-569-2012 Stuart,`"172-286-3302 — Web Site; CHAMBERSTR_USS.C_ O_M ON Building Department ST LUCIE COI Y Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. a Y I Top Chord Live 20 N Top Chord Dead 7 4.2 N Bottom Chord Live 10 Non -Concurrent 0 nS o I Bottom Chord Dead 10 3 o TOTAL Load 37 7.2 N Duration Factor 1.25 N_ m m = 5 Wind Speed 165mph Top Chord C.B. Sheeting by builder. w y Bottom Chord C.B. Sheeting by builder. !rl Highest Mean Height 12'-0" ~� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildinci Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:11/14/16 Revised:10/23/18 v J FOR I I I I I 1V-6" T-a" 6-4" ; 15'-10" Q WYNNE DEVELOPMENT CORP. DESCRIPTION: STERLING GARAGE RIGHT PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 '759g1 la I4rito! Opt. PATIO/SLAB 149 C IOxIO Covered Perch M S R 1 B DFOOM G�.,AT >c100M 1 149 IOXI 1 12xl2xlo Center Registgqrr5 B/A 208 CFM on ceding Phnom\ 208 CFM IOxlOxl I Oxloxl L/ — xl2xi0 ---- B/A 9 CFM 8x4x4 I � IC I LO I \ 1 12 L 8x4x4 54 M DINING 1 ' ROOM - `° I 1 KII ----- — — — J 142 CFM 12x6xl 2 �I� 1 C M10 xL 15 CFM ex4x4 rI�TAOxO i B A T �e�Iry 1 0 O T I I I \/ ' I / 22" ___x__ 54" 144 CFM Iox4X4 l Q Q L Attic Acaew with light 1 - - - - -- 150 An ' axCFM�m Panel SECOND ; BEDROOM G,4R LGE 12xl2x8 B/A r---------._..._-----i I 1 I I I I I I COVERED PORCH I I I i I I I MECH,4NIC�4L L,4Y�UT SCALE. 114" = All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. =urnish and install all fixtures as called for on the plans or as selected by others. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the argest conduit or pipe from any other service. All exposed wire below 9'—I" shall be Installed in metal EMT conduit. Dryer vents to be Installed per FBC RM1502 1B Braden it Br Architect 411 S.E. Tel (1-1 Fax (11 E—mail: brac rm on P40 Planne ,conk A" 28�f-8258'' 287-8283 Iascomcast. #AACOO PA eter Soffit :"7 SxPaust Duct Thru Soffit— Wire For Front Post Light I KITCI- SJnvk€ / C-a bQm — J �Monoxide Detector 1 5 J / Combo �=L�=CTFICAL WQnne Building Corp. Spanish Lakes St. Lucie County Florida now, a�W E U Post Light with I Photo cell L Attic Ventlncl C Total Attic Spa Venting Ratio I/ MODEL: GARAGE RIGHT Provide A C Date Drawn Re 5-24-18 Drawn by: C.C.U. Checked by: , D.R.B. �[