HomeMy WebLinkAboutELEVATION PLAN3" COMPC SITE "ELITE" ROOF PANELS
(I LB EPS CORE X 0.03Q" SKIN
3" COMPOSITE "ELITE" ROOF PANELS KNES )
1"X2"fit l"%YOB® 4 r In 5 NTO SC.FRCII EWSPLINESEFACEOF NO.--T " Planning& Development Services Department
�• PEWMErER FASTEN PER NOTE It POET INTO SCREW sPtwes Or HDuow 1) FOR 1X2 ATTACHMENT USE '/." 0 X 3" LONG LAGS INTO WOOD HOST, S:" O X 2 /. LONG CONCRETE SCREWS INTO ''
(� L8 EP$ CORE X 0:03-° SKIN SEE ROOF ASTENING DETAIL - GIRT (1d/2" EMBEDMENT MINIMUM) CONCRETE OR MASONRY CONSTRUCTION AND #14 SMS X 2" LONG INTO ALUMINUM (I" EMBEDMENT TYPICAL. /SPACBNG O BUIIChn & Code R '
THICKNESS) o 00
O O Uj o_. q O,°° \ HDaow.pioRlioNrAL (GMT) ! 24"O.C. AND WITHIN 6" OF EACH PERPENDICULAR MEMBER ) 2300 Virginia Avenue, Fort Plerge Regulations
349$2VI510n
\ i GIRT OR 2) ALL PLANS IN ACCORDANCE WITH THE FBC 2017. pA' CHAIR RAIL (772)462-1553
rn)O O O o SEE ROOF FASTgftING DETAIL \ 1 ( 3) BOLTS AND OTHER FASTENERS. SHALL BE ALUMINUM, STAINLESS STEEL, HOT -DIP OR ELECTRO-GALVANISE➢ STEEL.
r I DOUBLE CADMIUM PLATED STEEL BOLTS MAY ALSO BE USED. Certification for Design -Odd Compliance
ALUM. BE M PER PLAN I - I 4) DURING ERECTION, STRUCTURAL ALTTMDNUM SHALL BE ADEQUATELY BRACED AND FASTENENED TO RESIST DEAD, WIND
,_._ AND ERECTION LOADS.
(2" X 4" X ,046" X 0.100" SMB) \ • 5) ALL EXPANSION BOLTS SHALL NOT BE INSTALLED LESS THAN 3" FROM THE EDGE OF CONCRETE SLAB. Project Name: CIULLO SCREEN ROOM
( 6) ALL FASTENERS SHALL HAVE HEAD, OR WASHERS NOT LESS THAN %" IN DIAMETER
I 7) NON STRUCTURAL ALUMINUM SHEETS SHALL HAVE A MINIMUM THICKNESS OF 0.032 INCHES (KICKPLATE, ETC...)
ALUM. BEAM PER PLAN 1" X 2" AL M.IOPEN BACK Lon
INTO Sa FROM NESO FOLLO I %2 SELF ManNG Posr= i 8) ALUMINUM IN CONTACT WITH CONCRETE, OR MASONRY MATERIALS SHALL BE PROTECTED WITH ALKALI -RESISTANT EMIR COATINGS. Project Address: 5706 SUNSET BLVD
�41SMINES OF HOLLOW GIRT (2"X3"X0.045""X0,045"HOLLOW) (1^EHeEgvENr MINIMUM.) 9) _ ALUMINUM IN CONTACT WITH WOOD TO BE PAINTED WITH TWO COATS OF HEAVY -BODIED BITUMINOUS PAINT.
OST NOT(HED TO FIT BEAM I - 10) ALL SELF -MATING -BEAMS (SMB) TO BE CONNECTED WITH. BEAM STITCH SCREWS AT 24" U.C. BOTH SIDES{910 S.M.S. OR #12 Perm It #:
'(1).3/8"THRU 80LTSTHRU POST AND � s.Ms.
BEAM - CONNECTION W! ON AI En Arrpr CONNECTION 'W/ CONCEALED FASTENERS 11) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS , INSTRUCTIONS FOR Occupancy Type: Construction Type: V
(2)-3/8"T RU BOLTS THRU POST AND SPECIFICATIONS, ECT. '
PARTIAL ELEVATIONS / 2" X 2" GIRT TO 1' X 2" CONNECTIONS PARTIAL ELEVATIONS /GIRT TOP T CONNECTIONS 12) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION
BEAM - ALLPROWRIssEs. • This certification must be completed, signed, and sealed by the design professional of record.
ALUM.\ i _ 13) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
ALUM. POST PER PLAN 1•X2•.OBB PERIMETER 14) ATTACH KICK PLATE TO ALUMINUM FRAMING MEMBERS WITH #8 SMS AT 12" O.C. AND WITH IN 6" OF EACH Submit (2) copies for residential, 3 copies for commercial \ \, PERPENDICULAR MEMBER
POST PER PLAN - \\ O p e dal with all permit applications involving the following:
(2' X4"X0.046"X0.100"SMB) \\ luFOLrorroiBxl-
(2" X 4" X 0.046" X 0.100" SMB) 15) UNLESS OTHERWISE NOTED ALUMINUM STRUCTURAL MEMBERS I" x 2", 2" X 2" AND 2" X.3" TO BE MINUMIM 0.045"
OP THICKNESS. o New Residences (single or multi -family)
\. \. SMIS F PERIMETEON -L12- SCREW 16) ALL EXTRUDED ALUMINUM TO BE 15 AL&M M ALLOY (60041 W/ TENSILE STRENGTH OF (35 ksi) OR GREATER, YIELD o Residential Addition
_ DR `� '`\�� 2-i IDS.MS•FROt41NSNT FACEW
2" X 3 X 1/8" THK X$°LONG ANGLE (2" X 5" X 0.050" X 0.116"SMB) \ \. ' EMBE of T MINIMUM)
(I-i/2^ STRENGTH OF (35W) OR GREATER, AND COMPRESSION STRENGTH OF 10 ksl OR GREATER
�,., ErligDr•eIn MINIMUM> 17) SCREEN DOORS MAY BE INSTALLED IN LOCATIONS OTHER THAN LOCATIONS AS SHOWN ON PLAN AS LONG AS NEW o Any accessory structure requiring a building permit
EACH SIDE W/ (3) - CH SMS & (1) - Y X - \ LOCATION DOES NOT INTERFERE WITH VERTICLE POST LOCATIONS OR K-BRACING.
2"EMBEDCONCANCHORSEACH EACH SID
1/"TMKX2"LONG ANGLE \ \\ aEFEaToOOTExi-TH1ssHEEr
- EACH SIDE I V/ (3) - #14 SMS & (1) - Y." X \\` I• _ 19) DESIGN LOADS ACCORDANCE F(THASCE7-1B. o Any non-residential structure.
i$� - 20) Son. BEARINGCAPACITY:STO
C NC PSF(MIN.). * Note: Form not required for interior renovations provided that no exterior structural elements are affected and
ANGLE 2"EMBED ONC ANCHORS EACH \F�\ - 20) SLAB/FOOTINGS TO BF, CONCRETE WITH MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES
ANGLE , -. ., , 21) &STEEL REQUIREMENTS.
BETE PROTECTION FOR REINFORCING BARS:
certain minor building permits at the discretion of the local building official. Contact the #above for questions.
2" X 2" X 1/8"THK X 2" LONG ANGLE ,HOST STHUCr{i#E �LEMENTs _ ; ..' 22) FOOTINGS: 3" BEAMS: 1 %" SUSPENDED SLABS: 1 %„
EACH SIDE W/ (3) #14 SMS & (1)- Y." X 2" X 2" X 1/ "THK X 2" LONG ANGLE BEAMS AND COLUMNS. T R AND AS MPTIONS USED: ! 23) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 6U STEEL MINIMUM
2" EMBED CONC ANCHORS EACH IN DESIGN PARAM
' om0 t II that aoDIL
EACH SIDE /(3)#14SMS &(1)-Y4"X za)srLlTlNc ox cRAclaNc of STROCTVRAL COMPONENTS DDE To uvsTALATIox of HARDwpitE.IS NOT PERMUTED. 1. DESIGN -CODE;,FI: ri o da Building_ Code 2017 Edition with 20 Supplements using ASCE 7-10
ANGLE 2" EMBED CONCANCHORS EACH . • 25) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES ANGLE CONNECTION WITH COM1I L i FASTENERS 2. Structure Designed T
INSTRUCTIONS AND STANDARD PRACTICIES. gned as (check one): _ Enclosed X Partially Enclosed Open
` ' � .
3. Risk Category: X I_ If 111 IV Exposure Category: B X C D
1" X 2'" ALUM OPEN BACK FASTEN PER PARTIAL ELEVATIONS / PERIMETER EX)' NSION CONNECT]
NOTE#1 ••^-- 1"X2"ALU OPEN.BACKFASTENPER --'--' -' -- -
rtzxcN�- NOTE #1 5. Mean Roaf Height ity 8 ft1 0 mph 116 Roof Pit h: ASDs .12N/A
LRFD End Parapet Zone
Width:
ft 5 ft
Design4. 5
)
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
L CONCRETE FOUNDATION PER PLAN -. (,r I�j' , R - ;�- Plannin & Development Services Department z1.2 21.2 21.2 38.6 38.6 N/A
g P p Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage:
r 3 _ " Building &Regulations Division
38.6 58.5 83.4 41.1 -48.5 N/A
-Ii3711E;<!M I->aVl �, - Ilr CONCRETE FOUNDATION PER PLAN 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: • N/A PSF
Product Review Affidavit
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRAI
TYPICAL POST SECTION (2 x a BEAM) nts.,. TYPICAL POST SECTION2 X 4 BEAM nt .,, 8. Were Shear Walls Considered For Structure? -X_Yes-Not Applicable Explain Why Not:
Building Permit # Owners Name 61 LI L.t_ d Applicant:
(4)-#30 X 1 �3"SMS SCREWS ATTACH
9. Is A Continuous Load Path Provided? (_Yes Not Applicable Explain Why Not:
+ ATTACHED
THRU INSIDEOF 1X21NTOSCREW 1 -
SPLINES OF 3X2 BEAM
3" X 2" X 0.090" X 0.090" ALUM ROOF NOT SHOWN / ' i ALUMINUM CORN R POST PER PLAN --
HOLLOW BEAM -
1" X 2" ALUM OPE BACK FASTEN PER
Product
Opening gesign
Product Rated
Manufacturer
Model Number
Product Approval
Glass
Method of Attachment
Pressures
Desi n Pressure
Number
Type
Roofing Material
�I
_60
F
`IIcAMF
10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently ado ted and f d 1-
S
p en orce y t. Lucie
J- NOTE #1 q County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
2" X 2" X 1/4" ANGLE W/ (3)- #14 X I %" SMS �' forces specified:
& (1)- 3/8".X 2" EMBED CONC. AN(HOR (TYPICAL OF 2) -
F \, 1" X 2"' ALUM OPEN BACK FASTEN PER- �ffo
t NOTE #1 !
\ ' ' PLAN VIE
ALUMINUM COMIER POST PER PLAN _
CORNER POST TO FOUNDATION DETAIL nts...
L_.1. CORNEI_T. I
HOST WALL
3X2 BEAM AT CORNER A W HOST WALL DETAILS nts-
1/4" 6 THRU BOLT W/ 1-1/4• N WASHER
@ 10" C.C. (TYPICAL) - 3 aVIS
REDS FOR 6' THIOC ROOF PAHT
.0 c 0 oIDD°
-O _O- ---\`---'
COFTI'INUOUSAIIGLE COMPOSITE ROOFPANEL
2" X 2" X 1/8" FOR EDGE SUMS
FOR INTERMEDIATE BEAMS
2"X2"X3/I6'TMICK
W/ P14 SMS 0 6" O.C. "ICAO)
NOTE: THE 2 %2.1%t/B" CONTINUOUS ANGLE MAY
BEAM SELECTED FROM TABLE / BE ELIMINATED $Y BOLTING THE COMPOSITE
202 (MAY BE HOLLOW OR J PANELS'IHRU THE SUPPORTING BEAM
SELF-MATING/LAP EXUIUSION
SECTION
ROOF PANEL FASTENING DETAIL
(COMPOSITE PANELS) -
if1Y T O/9 D.19.J. l m Vb. -
TOPANDBOTTOM
0 O
0 0?0 kD O 0 0 O Ip
` EXISTTNI; MASONRY
FASTEN TO FASCIA WITH ,rXB...,.,..,, OR rJ FRAMED
1/4"0 X 21/2" LAGS 12" ON CENTER HOST SIftUCTURE
ALONG HEADER I PERIMfaTER WALL
NOTE: FASCIA MUST BE 2" NOMINAL; SIMILAR AT ROOF TO 2X8 BEAM, PROVIDE
1" NOMINAL FASCIA MAY BE Y4 .THRU BOLTS AT 121, O.C, IN LIEU OF LAGS -
AUGMENTED T02".
COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA
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Paul
Welch P.E. 29945
Print Name Cert # & Co. Ce
Paul Welch Inc.
_ ON PLAN 4/9/2018
Sigi;ature, Date, and Seal 1984 S.W. BLltmore St. Suite #114 Port St. Lucie
Company Name & Address
SLCCDV Form # 020-12 Revised 3/15/12 (is)
DESIGN LOADS IN ACCORDANCE WITH FBC 2017 TABLE 2002.4
WITH REDUCTIONS PER TABLE 2002.4A
WINDSPEED Vuit : 150 TERMITE TREATMENT K.1
- --- - - - EXPOSURE: C
LL_= NDPITI �! SCHEDULE - IIORIZONTALPRESSURE ONWINDWARDSURFACE: 37 PSF
_ FfJU
I IORTZONTAL PRESSURE ON LEEWARD SURFACE: 29.3 PSF
8" X 8" (2500 P51) CONCRETE MONOLITHIC FOOTING ,
W/ (1) #5 BARS CONTINUOUS VERTICLE PRESSURE ON SCREEN SURFACE: 10.4 TRH• 1 PLANS
VERTICLE PRESSURE ON SOLID SURFACE: 31 M l ft ej ED By p YG AAISpeREo111 ALL ijo wo 5-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH
r : VS
OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON -----_---- -- -- - - - - -
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PAUL WELCH INC.
ME'CHAMICAL E'LE'CTRICAL CIY/L ENGINEERING
_ f984S- W.HILTMOREST. SUITE,# P f4
- _ PORTSr LUCIE", FL 544984
.z•I. . -
PHONE'C77?J785.9888 E-MAIL PGVELCHINCL&AOL.COM
PAUL WELCH, P.E. FLA RE"G NO.29945