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Home My WebLink AboutREVISION 6-1-18klunoo apni 'is auawLedao 6ut7]Ii.WOd BIUZ i o Nnr oania�aa Q m N a m Q w ❑ N Q ^ti LL X Z QLL W F to ❑ \ Ul m Q L n m Z N aN 0ca W Q U 0 qO oa9 r w Q --- m v�u SCANNED, BY St Lucie COUhtw 00 O 0 N / � M V N o wQ _I !—i LL � 0 00 G `^ N N O 00 t v m c u 00 y 7 'D N w -O 0 O n m O a E w V N Y m w w � Q- E N m b0 V i Y u O V C C r- (p a Y w 0 1— w E N C QJ 0 o Y w O t O m bA vyi O 0 m w w O i 0 w o 0/ t � � c� Q O O p O w m> j Q Q CO T n V `� V M YO in m L O C 0.0 w E C w 0 m 3 m w m .O O n [O .O Y m G O w CO` L° m U m w a C m c� w 'y Y C T Y O L Y. w C w O E 3 L^ ; w w 3 0 c O H H t m m of 0. W- F w F 0 m OFFICE USE ONLY: DATE FILED: REVISION FEE: 1. LOCATION/SMOctavio ADDRESS: 2. DETAILED DESCRIPTION OF REVISIONS: Cf�NNF' PERMIT # 171M746 a RECEIPT# (- iC If (? . "" PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NA &South ADDRESS: 880000 CITY: or u< PHONE (DAYTIME) STATE: 4. OWNER/BUILDER INFORMATION: NAME. Wynne Building Corporation ADDRESS: 8000 Southwy. ulte CITY: PHONE: (772) 878-55I I S. ARCHITECT/ENGINEER INFORMATION: BRADEN & BRADEN FILE COPY :IE COUNTY CERT. #: 8898 FAX: T77 7 T7T- 7 6 3 6 F"� ZIP: NAME: ADDRESS: 417 CO -ON UTAVE. CITY: STUART STATE: FL ZIP: 34996 PHONE (DAYTIME): (772) 287-8258 FAX: Revised 07/22/2014 R Ev"I Z' 3" 1 G N rl\� -Owl`A (�o T.O.B. 2" O.H. 0'-0" = Finished Floor 12 4 SLOPE 2G a. 5v enmq mete I ood screws with self (type 2) 30 Ib felt lops fastened with co ?paced to" o.c. at all deck to trusses using attached to plywood Sec' using #9 x 1.5" asher at 12" o.c. max s�iacing over ASTM D ant Installed with min. 4 aide laps and V end sistant tin caps and with 1.25" ring shank nails two sta gered rows 12" q.c. In field. Attach nt deter on this sheet o O tucc thick light textured succ , on typical concrete block construction 06 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' - r-On Gulf Coast Supply and MPG 5v Crimp Metal roofing F #II651.12 2L a. 5v crimp metal roofing attached to plywood see using #4 x 1.5" IN screws with self sealing washer at 12" o.c. max spicing over ASTM D (ttips, 2) 30 lb felt underlayment installed with min. 4 side laps and V ens We fastened with corrosion resistant tin caps and with 1.25' ring shank nail red L' o.c. at all laps and two staggered rows 12" i.c. in field. Attac to trusses using attachment detail on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimpmetal roofing attached to plywood deck using #9 x 1.5" wooef screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib Pelt underlayment installed with min. 4 aide laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach sdpeck to trusses using attachment detail on this sheet Z 5/8" thick x 8% cut coral finished stucco bands tI- Finish Columns with 5/8" thick cut coral finished stucco bands F.- L. T.- y /-Ill II X NOTES: 75/8" thick light textured Stucco on t9pical concretJ coistructiow REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Flan Roof pitch at +12 unless otherwise noted ,Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ,ALL Stucco Bands into Window or Door. 12 SLOPE 4 5/8" thick x 8"w cut bands I oral finished stucco a 3 thick light textured stucco on typicalconcrete block constlu:tion ------------------------------------------------------------- RIGHT ELE"i✓ATION Product Approval Submittal Afimdavit 1 penbas Typ MAXNUMBE Product Model Manufacturer Glass Attachment method �Date -wielan Pressure d Teams 1.2,3 E4 FL# 239.3 Single Hung SH-100 Impact PGT 5/I6" , 1/4'Aiapetrap od' app royal / r«'°'allaadliare to sin. edge drstaroi m Pradset a oval g end approval 80.0 PSF A 16-0330.02 Overhead Garage Door Model 824/811 9'-4' max idth IL'-O" max heightwTdr,�� DAB ��r'9v�.,r. e* 1fC �se10-9-21 ia') 50.0/-LO.O pat E FL# 16614.1 Fiberglass g° h pia Jeld-Wan I/4'dia. taros erth sin L25' embedment at 3' max+ earnere andi.6' ox. max. thereafter in head and jambs 50.0PSF (; FL# 251.5 Sliding roles& g Door Series 110 SGD PGT 1' non Type "G5A" 1/4• din ter -me/ mm. I �3/ =trati J0091 w praat approve actor ere to an. 2 1/�' edgdiataness epeerfmrd Viaduct approval + 40.0 PSF - Product NOVIL NUMBER Yodel # Manufacturer Attactnent Method > pdratioaDesign Pressurere of Approved Mullions FL# 261.1 1' x 2 3/4' x .3'15" PGT Install per fastener type andpacm a shown in Table IA and IS in product approval on sheeti of 22. + 58.0 PSF Roof FL# 11451.12 5V Crtm Metal Ropohn g Gulf and Coast Supply manufacturing ZL 5v octal roofing xached to pigeood deck rag #9 x LS' �Lscre es self aeahng wher at 12' mt mme pace seer ASTM o i*feswieOd orth�ew"momon �oinant tm cap& and th Im2se5' cps and A• end L oe at all lap• and Io st�erad rows 12' oe AeId�Att�aeh dieek to tries using attaehsit detai-on rod plan - 108.5 PSF Siding Stucco on Block soffit FL# 12198.3 Vmgll SOPflt2' vented Hurricane Panels Install using 2' x 2' batter at L' o.c. screwed to soffit training using Kagcan 1#8 x 3' sxxxi wrews at eefi tr Install adfit to battens using 5.0/-35.0 PSF I have reviewed the above and approved it by my seal below ( Architect or Engineer of -" T.O.B. - H. 5/8" thick x 8"w cut `-' coral finished stucco bands Finished Floor Finish Columns with oior IV 5/8" thick cut coral finished stucco bands SCALE: 1/4' - 1'-0' 2" x 4" top plate/fl I/2" drywall ceiling on truss bottom cord base -board I/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate 4' concrete slab with fibermesh OR VXV #10/10 wwM on L mrl Visqueen over clean compacted termite treated Pill interior Non -Bearing Partition Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel. (112) 281-8258 Pax. (112) 281-8283 E-mail: bradenaiaecomcast.net 12 SLOPE 14 IT LUCIE COUNTY BUILDING DIVISION nBVISWBD FOR 00 pj,JANOR REVIEWED BY i DATE PLANS AND PIVRfAIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Finish Columns with 5/8" thick cut coral finished stucco bands SCALE. 1/4' - 1'-0' Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 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 +elcmg over ASTM D (tgpa 2) 30 lb felt underlayment installed with min. 4 side laps and L' and 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 5/8' thick light textured stucco on typical concrete block construction Wunne Building Corp. The Grand Carlton Stanish Lakes St. Lucie County Florida RECEIVED JUN 01 2010 Permitting Department St. Lucie County FILE COPY = Finished Floor SCANNEL cc, BY 8t Lucie um> 30V1193B TIIM N01103dSN1 ON HO eor NO 1d3N 3B 1SnW 11Wtl3d ONV SNVTd 31VO As 03M31A31! RONVIldW00 110A OBMVIA3H NOISIAIG matins A1Nn00 SIOn'1 16 REVISION 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb Pelt using 8d nails. Substrate to be 19/32" CDX Plyywonailed at L" o.c. in field and edges with lOod d ring shank galvanized nails into truss webbing. 12 SLOPE 4 9 IWI I=I ICI ICI' `-5/8" thick x 8% cut coral finished stucco bands C "* • g .- " ,ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE Florida BWldmg Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Bwldin Doman law Enclosed Rink Category: II Wind Vskmty: I65 mph ultimate Mean Roof Height: a Roof Pitch: 4:12 Internal Pressure cient. tLLI&- Subjectability to damage from. Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone: V-4' Wind Speed IL5 mph ultimate Wired Exposure Classification: C 1.21 x O.6 0.12L gp d Adjustment factor for Exposure Height: A demon Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+OAWL: OAS? Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.11/-32A pot Roof Zone: 2. 30.L/-51.0 pot Root Zone: 3. + OA/-84.0 psf Components I Cladding Wall End Zone Width: V-4' Components I Cladding Wind Pressure (NET) Wall Zone: 4.+� 6.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 pd Components i Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3PSI Shear Walls Considered for Structure? ya Continuous Load Path Provided? YYeet� Are Components an Cladding Deter Provided? Yes Minimum Sal Bearing Pressure:2300 bail. Presumptive: X Bg Test: psi ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: Ill psf FLOOR LIVE LOAD- -!%- psf FLOOR DEAD LOAD:- pet - Roof Zone I Walla Zone 4 - Roof Zone 2 ® Wells Zone 5 END ZONE - Corner Zones - Root Zone 3 JOB ADDRESS: MODEL: Date Drawn Revisions : Sheet Comm # 5-23-18 5-23-18 Smoke detector revision GARAGE R GHTDrawn 1 , 12 _ 21 c.c.u. Checked bg: D.R.B. OF 5