HomeMy WebLinkAboutEngineering TABLE OF ROOF MAN—.COLUMNS,PURLINS Ali- GIRTS: SPECIFICATION NOTES AND DESIGIi 1ARAMETERS: POLY ROOF SCREEN BOON]
THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT V-0",145 MPH,EXP.'B' 1 THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 8,20 OF THE FLORIDA BUILDING CODE(FBC),5TH DWG.#NWS-2017-201,REV.0
WIND SPEED.THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA EDITION(2014)BUILDING,USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A. (�
BUILDING CODE(FBC),CHAPTERS 16 AND 20,AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION THE AAF STANDARDS OF THE"GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS"FOR TABLE 1 ARE APPLIED. < March 15,2017
OF FLORIDA(AAF)"GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL A DESIGN BASICS: THIS SCREEN ENCLOSURE IS A RISK CATEGORY I STRUCTURE. HEIGHT T-0",145 MPH,EXP.'S'
VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL,2015 EDITION. B THE BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC,TABLE 1604.5 AND AREA LOCATION WIND SPEED PER SHEET 1 OF 4
FBC,FIGURE 1609C. BUILDING CLASSIFICATION PER TABLE 27.2-1,ASCE 7-10.
MAIN ROOF MEMBER SCHEDULE C DESIGN PRESSURE:SCREEN WALL(18114)W W @ 25.52 PSF,LW @ 18.92 PSF,SOLID ROOF @ 24.00 PSF PER TABLE 2002.4. v GENERIC DESIGN DATA
MEMBER IMARKIMAN17.1 WEIGHT MATERIM THICKNESS ILENGTI DESIGN BASIS D MAXIMUM,HEIGHT:HEIGHTS HIGHERTHAN LISTED ABOVE REQUIRE SITE-SPECIFIC DESIGN BY THE ENGINEER OF RECORD. j
# I SKIN I POLY I SKIN FT. 1FL.PROD.APPR. E.ALLOWABLE DEFLECTION:L/60 MINIMUM,AS SPECIFIED IN TABLE#1604.3 OF.FBC. HEIGI,a'-0" 145 MPH EXP.'B'
POLY ROOF PANEL#1 I PRP1 I ELITE 1 1 1 ALUM 1 3" 0.024 10'-0" FL7561-R3,DWG. F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES.
OR= FL-1001,3-20-15 NATHAN WYATT SCREENING
2 MATERIALS(UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): 2391 JOHNSTON ROAD
MAIN MEMBER SCHEDULE A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY#6005T5 OR#6061T6;/ALLOY#6063T6IS NOT ACCEPTABLE. FORT PIERCE,FL 34951
MEMBER IMARK I SIZE IMATERIALI TYPE I THICKNESS LENGTI DESIGN BASIS B FASTENERS:ALUMINUM ALLOYS#2024-T4 8#7075-T6,DOUBLE CAD-PLATED STEEL,HOT-DIPPED GALVANIZED STEEL OR OFFICE(772)261-1331
b x t I ALLOY I I W I F FT. I 300-SERIES STAINLESS STEEL.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF LIC.#30063
COLUMN#1 C1 2x3 ALUM HOLLOW 0.050 0.050 7'-0" CALCULATION DISSIMILAR MATERIALS AS DEFINED IN THE FBC.HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS.
COLUMN#2 C2. 2x2 ALUM HOLLOW 0.046 0.046 7'-0" CALCULATION ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY
COLUMN#3 C3 2x3 ALUM HOLLOW 0.050 0.050 7'-6" CALCULATION INSTALLATIONS UTILIZING THE SUBJECT METHODS.
CHAIR RAIL#1 CR1 2x2 ALUM HOLLOW 0.046 0.046 W-10" CALCULATION C SCREEN CLOTH:SHALL BE VINYL-COATED,WOVEN FIBERGLASS,MAXIMUM DENSITY OF 18 X 14,MAXIMUM 58"SCREEN LOCATION:
CHAIR RAIL#2 CR2 2x2 ALUM HOLLOW 0.046 0.046 2'-10" CALCULATION DENSITY.DENSITY GREATER THAN 18114 WILL REQUIRE ADDITIONAL ENGINEERING CONSIDERATION.
CHAIR RAIL#3 CR3 2x2 ALUM HOLLOW 0.046 0.046 4'-10" CALCULATION D ANY CONNECTION USED,THAT IS NOT SHOWN ON THESE SHEETS,MUST MEET ALL FBC AND AAF GUIDELINES. NAME:
EDGE BEAM#1 EB1 2x2 ALUM HOLLOW 0.046 0.046 8'-6" CALCULATION E MATERIAL UPGRADES;(STRONGER AND/OR HIGHER GRADE MATERIALS)CAN BE SUBSTITUTED ATIANY TIME. CAMP RESIDEPICE
F A 2x2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW MEMBER,RESPECTIVELY. ADDRESS:
G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT 7205 PLUMOSA LANE
ADDITIONAL SITE SPECIFIC INFORMATION SCREENING OR KICKPLATE WILL BE A 1"x 2"x 0,046"O.B.OR STRONGER ALUMINUM MEMBER. CITYISTATE:
THIS POLY ROOF SCREEN ENCLOSURE IS LOCATED IN A RESIDENTIAL COMMUNITY WEST OF U.S.ROUTE 1 AND H ALL DOOR JAMS(DJ)SHALL BE 2"x 2"x 0.046"ALUMINUM MEMBERS OR STRONGER. FORT PIERCE FL 34951
NORTH OF INDRIO ROAD IN FORT PIERCE. THE POLY ROOF SCREEN ENCLOSURE HAS MANY OTHER HOUSES AROUND I IT IS ALWAYS ACCEPTABLE TO ADD A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED. COUNTY:
IT.THEREFORE,UNDER THE EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3 OF THE FLORIDA BUILDING CODE ST.LUCIE
THIS ENCLOSURE SHALL BE CALLED AN EXPOSURE W. ACCORDING TO THE COMPUTER PROGRAM"WINDSPEED BY 3 ALL HOUSE FASCIA DETAILS,BOLTING OR SCREW SELECTIONS,BEAM SPLICE DETAILS,DIAGONAL"K"BRACING DETAILS,
LOCATION",A PRODUCT OF'APPLIED TECHNOLOGY COUNCIL'THE DESIGN WIND LOAD REQUIREMENTS FOR A RISK COLUMN TO BEAM DETAILS,STRUCTURAL GUTTER DETAILS,WALL AND FASCIA DETAILS,CORNER ANCHOR DETAILS,
CATEGORY I ENCLOSURE IN THIS LOCATION IS DICTATED BY A WIND SPEED OF 145 MPH.HENCE,THE DESIGN ROOF BRACING DETAILS,EAVE BRACING DETAILS,ETC.,IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION,SHALL BE
PARAMETERS BEING USED HERE ARE 145 MPH MIND LOAD,EXPOSURE'S',RISK CATEGORY 1. IN ACCORDANCE WITH-THE LATEST FBC EDITION,INCLUDING THE AAF.ALL INTERNAL CONNECTIONS SHALL MEET THE
FBC(AAF)AND THERE jNSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. File
�y®d'•Y'
THE POLY ROOF SCREEN ENCLOSURE HAS A RISE OF 1'-0"AND A RUN OF 8'-6"FOR A RISE OF ABOUT 1.41NCHES PER HH`` 11- Copy
FOOT. THE POLY ROOF SCREEN ENCLOSURE IS BEING INSTALLED ON AN EXISTING NOMINAL 4"SLAB THAT IS IN 4 THE LOCATION OF ALL"K"BRACING,WIND BRACING,EAVE RAILS AND CHAIR RAILS,ALONG WITH ANY DESIGN
GOOD CONDITION.THIS FOUNDATION IS ACCEPTABLE FOR THIS ENCLOSURE. THE DESIGN DRAWING IS SHOWN ON ABNORMALITY,ARE SOWN AND10R LISTED ON SHEET 2,THE"SITE SPECIFIC DRAWING".
SHEET 2.THE CONNECTION DRAWINGS ARE SHOWN ON SHEETS 3 AND 4.THE POLY ROOF SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND/OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS FOR BUILDING OFFICIALS ONLY:
SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A THE ENCLOSURE. THIS DRAWING IS ONLY ACCEPTABLE
p0LTry�u AOTtUE/10 MOONS _ � � FOR BUILDING PERMITS 8 ONLY WHEN IT
HVItWp1LLu I F�A�{TG7T 6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE"SITE SPECIFIC DRAWING".THE ACTUAL SPACING BETWEEN HAS THE ENGINEER OF RECORD'S RAISED
ME THE AES ANY TWO BEAMS MUST BE THE LISTED SPACING,+/-2".THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE SEAL.COPIES ARE NOT DEEMED VALID.
AVERAGE SPACING SHOWN ON THE"SITE SPECIFIC DRAWING".ALL SPACING MUST NEVER BE GREATER THAN 8.0'O.C. THIS DOCUMENT IS THE PROPERTY OF
R.A.DUNLEA,P.E.AND SHALL NOT BE
7 IF DESIRED,THE 318"BOLT SHOWN IN THE WIND BRACING CONNECTION(SHEET 3,#2),THAT SECURES THE 2x2x0.690 REPRODUCED IN WHOLE OR IN PART
MEMBER TO THE U-BRACKET AND THE U-BRACKET TO THE ROOF BEAM CAN BE REPLACED WITH FOUR(4)#14 SMS.THE WITHOUT THE WRITTEN CONSENT OF
THFSE GI Nti APJD H 12802 Cc"_D WORK #4 SMS MUST BE 112"FROM THE END OF THE U-BRACKET AND AT LEAST 3/4"APART(STAGGERED)FROM EACH OTHER. R.A.DUNLEA.
ARE
• NOTE:L-BRACKET,2x3k0.125 OR STRONGER,CAN BE SUBSTITUTED FOR THE U-BRACKET. WHEN USING L-BRACKETS,
SIX(6)#14 SPAS MUST BE USED,THREE(3)INTO THE ROOF BEAM AND THREE(3)INTO THE WIND BRACE MEMBER. R.A DUNLEA,P.E.MEN TO AW
EOW
1513 CERVANTES PLACE
8 IN LIEU OF"SITE SPECIFIC ENGINEERING"AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: THE VILLAGES,FLORIDA 32159
:r. A THE SLAB MUST BE IN GOOD CONDITION,4"OR GREATER THICKNESS,CONSTRUCTED WITH REBAR,WIRE OR FIBER MESH. (772)285-6444,(352)750-6207
i9 B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 24"ON CENTER WITH MINIMUM ENGAGEMENT OF 2.1/4". bObdunlea cDcefltUrvl ink.net
— - I FLORIDA P.E.Lie.No.42835
9 ALL NEW SLABS,WITH OR WITHOUT FOOTERS,SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM:
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, �p1igE0o00Wo900p�4p
B 4"NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS,. ��d' N'lFI0t4 °mo
. CTF f`(TL •Iti RTJIT..nT`Jt:1T C4"NOMINAL PATIO SLAB WITH CONCRETE @3000 PSI(MIN.)WITH FIBER MESH OR REBAR AND WIRE, 04�.`P•.•°'••• �/ �.^
RrvTE L•.D Fl7lT C E.L4.�CL Tr7SI0N D SHALL BE SECURED TO EXISTING CONCRETE WITH#5 REBAR EVERY 24"O.C.TO AVOID SETTLEMENT. $F••• bop
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pATP 10 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS ASAMINIMUM: J O� �*
PLANS AN PI:T Mrr A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, * • /I ' •Lt�.
cN. B CONCRETE @ 3000 PSI MIN.)WITH ONE 05 REBAR FOR 8"x 8"AND TWO#5 REBAR FOR LARGER FOOTERS. b �; w
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11 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS: �s90,c••••FLOT{�Op.'0`efo
B ALLIREQUIREMENTS OFDITEMS 9 AND 10 ABOVE.MONOLITHICALLY POURED, ION
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•SE G O o A ON W/1'MIN.'WASHER DIAMETER, 'DPAWLNG5/CALCULATIONS _
1•MIN.LONGER THAN PANE wm OPTlans:(2)vTimusurs, - CAMP RESIDENCE
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�- POST AND 24'O.C.MAX i INTO.SCREW BOSS
FORT PIERCE,FL 34951
-MIN.3-1/2'SLAs 2500 PSI � 1'x 2•EXTRUSION OFFICE(772)261-1331
CONC.6 X o 10 x 10 W.W.M. i __ LIC.#30063
!OR FIBER MESH • _ 1-1/8'MIN,IN CONCRETE
SIDE WALL GIRTA"r ACHED TC. VAPOR BARRIER UNDER n
1'x 2'OPEN 6ACK W/MiN_.(3) CONCRETE LOCATION:
V 010.x 1-7/2•.S.M_S.IN SCREW
Bosses ALTERNATE HOLLOW UPRIG.HTTO BASE AND NAME:
FRONT WALL GIRT
HOLLOW UPRIGHT TO BEAM DETAIL ADDRESS: CAMP RESIDENCE
` 7205 PLUijIOSA LANE
CITY/STATE:
FORT PIERCE FL 34951
COUNTY:
" I ST.LUCIE
FRONTANO S1DE BOTTOM
RAILS E ATTACHED W1I 'x COMPOSITE ROOF PANELS: THIS".CIRCLED"CONNECTIONS
1'x 2.OPEN l3ACKATTACHF� CONCRETE VV/ S x 2-1/4' ON THIS SHEET ARE BEING
CONCRETEI'MASONRY (4)1!4'x 4•LAG BOLTS W/. .
TO FRONT POST W/ 1-1/4'FFIIOER WASHERS PER RISER PANELS USED FOR THIS PROJECT.
#10 x 1-1/2'S.M.S.MAX 6' ANCHORS @ fj FROM,EACH POSTAND 24'O.C.MAX AND ¢-0•p ACROSS THE'
FROM EACH F1JD OF POST VyALLS MIN.i'FROM EDGE OF FRONT AND&--O.C,ALONC7 '
AND 24'O.C. 1' CONCRETE - SIDES — —— 2
MIN.
• 3 4
HEADER ATTACHED TO POST
e''x 2'OR?"x 3'HOLLOW a DRAWINGS NOT TO SCALE
• - W/NilN,(3)il10 x 1-1/2'S_!i S.
r=--: -,-.-.-.:_._-------`� i. -: 5 . �.._.__.:._.._. IN SCREW BOSSES
. 3•X T X 118•ANGLES .
:2'IDNG WITH 2-#8 X 1(2•L0 NG -
;s.Ns.AT EACH LEG R.A DUN LEA,P.E.
. ;(TYPICALPApiSIDE,7bP&BOiTgiO 1•X2-1j4•X7/8• •• - 1513 CERVANTES PLACE
RE(E1VRIG CHANNEL. THE VILLAGES,FLORIDA 32159
/ (7�2)265-6444,(352)750-6207
Vx:?OPEN BACK BOTTOM' bdpdUDlea(a?Centurviinkmet
POSTATTACHE( TO BOTTOM RAIL FLORIDA P.E.Lic.No.42835
• SN/MILD.(3)�#10 x 1-1/2' p6iecmeaua�a
- S.M.S.IN SCREW BOSSES PN(NON},�d�
IW x 2-1/e MASONRY
.. :'• ... .f I ANCHOR @ 6•FROM EACH _ Z CQ t�o
CHANNEL ALTERNq'fE .. •POSTAND 24,ac.(MAX)
'-POST/O0L11MN. *" '4 i+ n
TYPICAL UPRIGHT DETAIL o 9 TA F tt,�•
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CONNECTIOMW/f](POS®FASiHVF32.S �.f ..