HomeMy WebLinkAboutEngineering RECEP!".0 flA1( 13 I.U1I
TABLE-OF ROOF BEAN ;COI,UM1NNS.PURLlNS GIRTS: SPECIFICATION NOTES AND DE IGN ARAMETERS: POLY ROOF SCREEN ROOM:
THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 7'-5",145 MPH,EXP.'B' 1 THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16&20 OF THE FLORIDA BUILDING CODE(FBC),5TH DWG.#AQC-2017-214,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 1,2017
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 7'-5",145 MPH,EXP.'B'
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.
TABLE 1 MAIN ROOF MEMBER SCHEDULE C DESIGN PRESSURE:(18/14 SCREENING),W W @ 25.52 PSF,LW @ 18.92 PSF,FOR SOLID ROOF @ 24.00 PSF PER TABLE 2002.4. GENERIC DESIGN DATA
A
MENINER MARK I MANF.I WEIGHT MATERIA THICKNESS I LENGTH DESIGN BASIS D MAXIMUM HEIGHT:HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE-SPECIFIC DESIGN BY THE ENGINEER OF RECORD.
# SKIN I POLY I SKIN 1 FT. FL.PROD.APPR. E ALLOWABLE DEFLECTION:L/60 MINIMUM,AS SPECIFIED IN TABLE#1604.3 OF FBC.' HEIGHT 7'-5"145 MPH,EXP.
POLY ROOF PANEL'#1 PRP1 ELITE 1 ALUM 3" 0.024' 13'-0" FL7561-R3,DWG. F CONTINUOUS LOAD PATH IS'PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES.
OR= FL-1001,3-20-15 A QUALITY CONSTRUCTION,LLC
TABLE 2 MAIN MEMBER SCHEDULE 2 MATERIALS(UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): 3531 S.25TH STREET
MEMBER I MARK I SIZE IMATERIAN TYPE I THICKNESS ILENGTH DESIGN BASIS A ALL EXTRUSION.MATERIALS SHALL BE ALUMINUM ALLOY#6005T5 OR#6061T6;.ALLOY#6063T6IS NOTACCEPTABLE. FORT PIERCE,FL 34981
b X t ALLOY W F FT. B FASTENERS:ALUMINUM ALLOYS#2024-T4ᮣ-T6,DOUBLE CAD-PLATED STEEL,HOT-DIPPED GALVANIZED STEEL OR OFFICE(772)343-0805
COLUMN#1 Cl 2x3 ALUM HOLLOW 0.050 0.050 7'-5" CALCULATION 300-SERIES STAINLESS STEEL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF FAX(772)461-3038
COLUMN#2 - C2 2x3 ALUM HOLLOW 0.050 0.050 7'-6" CALCULATION DISSIMILAR MATERIALS AS DEFINED IN THE FBC.HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS.
COLUMN#3 - C3 2x3 ALUM HOLLOW 0.050 0.050 7'-7" CALCULATION ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY
CHAIR RAIL#1 CRt 2x3 ALUM HOLLOW 0.050 0.050 4-5.5" CALCULATION INSTALLATIONS UTILIZING THE SUBJECT METHODS.
CHAIR RAIL#2 CR2 2x3' ALUM HOLLOW 0.050 0.050 4'-6" CALCULATION - C SCREEN CLOTH:SHALL BE VINYL-COATED,WOVEN FIBERGLASS,MAXIMUM DENSITY OF 18 X 14,58%OPEN MINIMUM. LOCATION:
CHAIR RAIL#3 CR3 2x3 ALUM HOLLOW 0.050 0.050 1.6" CALCULATION OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION.
• CARRIER BEAM#1 CB11 2x3 ALUM HOLLOW 0.050 0.050 4-7.5" CALCULATION D ANY CONNECTION USED,THAT IS NOT SHOWN ON THESE SHEETS,MUST MEET ALL FBC AND AAF GUIDELINES. NAME:
CARRIER BEAM#2 1 CB2 2x3 ALUM HOLLOW 0.050 0.050 3'-0" CALCULATION E MATERIAL UPGRADES(STRONGER AND/OR HIGHER GRADE MATERIALS)CAN BE SUBSTITUTED AT ANY TIME. MUNYAN RESIDENCE
EDGE.BEAM#1 EBt 2x3 ALUM HOLLOW 0.050 0.050 12'-0" CALCULATION 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 5507 KILLARtJEY AVENUE
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 ROOM IS LOCATED IN A RESIDENTIAL COMMUNITY NORTH OF INDRIO ROAD AND WEST OF H ALL DOOR JAMS(DJ)SHALL BE 2"x 2"x 0.046"ALUMINUM MEMBERS OR STRONGER. FORT PIERCE FL 34951 1
U.S.ROUTE 1 IN FORT PIERCE. THE SCREEN ENCLOSURE HAS MANY OTHER HOUSES AROUND IT. IN ACCORDANCE 1 IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED. COUNTY: _
WITH THE EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3 OF THE FLORIDA BUILDING CODE THIS ENCLOSURE _ ST.LUCIE i
SHALL BE CALLED AN EXPOSURE W. ACCORDING TO THE COMPUTER PROGRAM"WINDSPEED BY LOCATION",A 3 ALL HOUSE FASCIA DETAILS,BOLTING OR SCREW SELECTIONS,BEAM SPLICE DETAILS,DIAGONAL"K"BRACING DETAILS, [
PRODUCT OF'APPUED TECHNOLOGY COUNCIL'THE DESIGN WIND LOAD REQUIREMENTS FOR A RISK CATEGORY I COLUMN TO BEAM DETAILS,STRUCTURAL GUTTER DETAILS,WALL AND FASCIA DETAILS,CORNER ANCHOR DETAILS,
ENCLOSURE IN THIS LOCATION IS DICTATED BY A WIND SPEED OF 145 MPH.HENCE,THE DESIGN PARAMETERS BEING ROOF BRACING DETAILS,EAVE BRACING DETAILS,ETC.,IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION,SHALL BE
USED HERE ARE 145 MPH WIND LOAD,EXPOSURE W,RISK CATEGORY I. IN ACCORDANCE WITH THE LATEST FBC EDITION,INCLUDING THE AAF.ALL INTERNAL CONNECTIONS SHALL MEET THE '
FBC(AAF)AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
THE NEW POLY ROOF SCREEN ROOM HAS A RISE OF 31NCHES AND A RUN OF 12 FEET WHICH GIVES A SLOPE OF
ABOUT 0.251NCHES PER FOOT. THE POLY ROOF SCREEN ROOM IS BEING BUILT ON AN EXISTING NOMINAL 4"SLAB 4 THE LOCATION OF ALL"K"BRACING,WIND BRACING,EAVE RAILS AND CHAIR RAILS,ALONG WITH ANY DESIGN
THAT IS IN GOOD CONDITION,WHICH IS AN ACCEPTABLE FOUNDATION.THE DESIGN DRAWING IS SHOWN ON SHEET ABNORMALITY,ARE SHOWN AND/OR LISTED ON SHEET 2,THE"SITE SPECIFIC DRAWING".
2.THE POLY ROOF CONNECTION DRAWINGS ARE SHOWN ON SHEETS 3.ADDITIONAL CONNECTION DRAWINGS ARE FOR BUILDING OFFICIALS ONLY:
SHOWN ON SHEET 4. 5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND I OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS THIS DRAWING IS ONLY ACCEPTABLE
SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A THE ENCLOSURE. FOR BUILDING PERMITS&ONLY WHEN IT
HAS THE ENGINEER OF RECORD'S RAISED
6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE"SITE SPECIFIC DRAWING".THE ACTUAL SPACING BETWEEN SEAL.COPIES ARE NOT DEEMED VALID.
THF4E PLANS AND ALL PROPOSM WURK ANY TWO BEAMS MUST BE THE LISTED SPACING,+/-2".THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE THIS DOCUMENT IS THE PROPERTY OF
-AIir,4IIPI Ei'TrFl)-i P)-i a�F'ri �T�QN� AVERAGE SPACING SHOWN ON THE"SITE SPECIFIC DRAWING".ALL SPACING MUST NEVER BE GREATER THAN 8.0'O.C. R.A.DUNLEA,P.E.AND SHALL NOT BE
REPRODUCED IN WHOLE OR IN PART
L. M6iL 0 1 •71 7 IN LIEU OF"SITE SPECIFIC ENGINEERING"AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: WITHOUT THE WRITTEN CONSENT OF
MAY BE NI:CFSS 1 MIN p1; • A THE SLAB MUST BE IN GOOD CONDITION,4"OR GREATER THICKNESS,CONSTRUCTED WITH REBAR,WIRE OR FIBER MESH. R.A.DUNLEA.
(�•C{I(�ellY IdI I AI!�APNIICEIi E CQD B • - B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 24"ON CENTER WITH MINIMUM ENGAGEMENT OF 2.114". .
- " R.A DUNLEA,P.E.
;LNG OR A1T umul S ALL NEW SLABS,WITH OR WITHOUT FOOTERS,SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: 1513 CERVANTES PLACE ..
A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, THE VILLAGES,FLORIDA 32159
II.RESPONSIBIMY N IHE B 4"NOMINAL PATIO'SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS, (772)285-6444,(352)750-6207
C 4"NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI(MIN.)WITH FIBERMESH OR REBAR AND WIRE, bobdunlea(ftenturvlink.net
D SHALL BE SECURED TO EXISTING.CONCRETE WITH#5 REBAR EVERY 24"O.C.TO AVOID SETTLEMENT,IF APPLICABLE. FLORIDA P.E.Lic.No.42835
9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS ASAMINIMUM: pep,i¢0sreppa��pa .
ST.LUCIE COUNTY A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, 'Al I1 ONY 00
BUILDING DIVISION B CONCRETE @ 3000 PSI(MIN.)WITH ONE#5 REBAR FOR 8"x 8"AND TWO#5 REBAR FOR LARGER FOOTERS. o M1�Q� • Gam//l e
REVIEWED
FOR C0@,PL°• 'CB 10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS:
REVIEWED B A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, GI_ O ,
B ALL REQUIREMENTS OF ITEMS 8 AND 9 ABOVE.
07T-JOB-oTr- TA
11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT.COATING.
12 THIS PLUMBING,DRAWING
SHALLELECTRICAL,
BE BY OTHERS AND SHALL BE COVERED BY SEPARATE DESIGN DOCUMENT. oa80as y®Se ON AL �x``gyp
BYOpi004/3
�I SPECIFIC DRAWING (~ POLY ROOF SCREEN ROOM
DWG.#AOC-2017-214,REV.0
March 1,2017
SHEET 2 OF 4
HOUSE SITE DESIGN DRAWING.
HOUSE HOUSE HOUSE 7'-B"
ST x3 p_g HEIGHT 7'-W'145 MPH.EXP.'B'
la ', x3 <-2x3 2x3>HP
KP <.CR2 E81-> D —} A QUALITY CONSTRUCTION,LLC
4'-B" <-2x3 2x3-> DJ I 3531 S.25TH STREET
DOOR T-0" FORT PIERCE,FL 34981
�IL OFFICE(772)343.0805.
I C3 2x3 3 x I FAX(772)461-3038 ,
<-CR2 EB1-> 3"-1 LB.POLY ROOF wl 0.024"SKIN
4'-8" KP <_2x3 2x3-> PRP7 <-EB1 CR2-> q'.8"
<-2x3 2x3->KP LOCATION:
• 14'•0"
4'-0"
C2 2x3 - 2 2x NAME:
MUNYAN RESIDENCE
2-EB! CR2a j� q•B" ADDRESS:
4'-8" KP <-CR2 1 1-> <-2x3 2x3->KP 5507 KILLARNEY AVENUE
<_2x3 2x3- CITY/STATE:
3 FORT PIERCE FL 34951 1-
COUNTY: '
12"OVERHANG ALL AROUND - 6'-1" 16" ST.LUCIE
LEFT SIDE ELEVATION VIEVV PLAN VIEW RIGHT SIDE ELEVATION VIEW
DRAWINGS NOT TO SCALE
C 1 2x3H Ci31 2x3 CB 2x3 CB! x3 C 2x3Ex
CB x3 CB .2x3 C62 2x3 C 1 2x3 CB 2z3 C8 2x3
D
6'-1" <-C1 C1-><-2x3'C1-><-2x3 C1-><_2x3 C!-><-2x3 C1- <-2x3 C7-><-2x3 C!-> DOOR <-C1 C1-><-2x3 C1-><_2x3 C!->
<-2x3 2x3-> <-2x3 2x3->
,
CR12x3 CRi 2 3 CR x3 CR12x3 CR12CR1 2 3 C 12 3 CR 2xI.,, KICKPLATE(KP) KICKPLATE KICKPLATE KICKPLATE KICKPLATE KICKPLATE KICKPLA7E KICKPLATE KICKPLATE KICKPLA7E
H
4•7.5" 4'-7.5" 4'-7.5" 4'-7.5" 4'-7.5" 4'-7,5" 4'-7.5" j 4'-7.5 - 3'-0" 4'-7.5" 4'-7.5"
FRONT ELEVATION VIEW
R.A AUNLEA,P.E.
4513 CERVANTES PLACE
THE VILLAGES,FLORIDA 32159
(772)265-6444,(352)750-6207
bobdunlea(a?centurviink.net
FLORIDA P.E.Lie.No,42835
%
smataaess/d
NacBeaeo
AlwuNONy��000
4 yb�' Q`. ••�.'.Lifj�O��i
_ y ; J�/j• /�O
a . 3 . 1 -�!
a
- 9R�8F/Pa/tE//4
ROOF
r I ONN _
LOVN ?GN TO.STRUCTURE ; FRONT ELEVATION EV fir( POLY ROOF SCREEN ROOM
SECTION AT BEARING DvvG./tAQa2o17-z1a,REV,o
CC NCF2ETF.. __ ....
COLUMN
March 1,2017
'y�yq'(AG 8 ®r0�Q C-&ENDS b 2 SoUNR' of-NUCU_ 'MIN dC°r "TEA .
.(A•ENpiyf FASClfj 15�`ECLIRELY FA`�TENED'7Q CAILrLNG !I'.MAX IS i°tN
(pkkAF ER"Wrrm(I)yg Xa/Ac.wn,LEUTEn 024 SHEET 3 OF 4
CS I RAVTEAS ENSCIRE 1 i'a,MIN1 PENEPHATIa ryCRETE';". - MIN'' .
.PA�:DRILL,HOL-'�Qg;p3O SRLal77NG .OR Fltlm S0120gTp .. ..
+. ..• .'i':Ti" MASONRY+ ITN W'AiLGrn>:_ ' _ ' .•• � POLY ROOF CONNECTIONS
SECTIGN h'T SEARING YA12X;°SMS@
tAG EPACNG ABLE.
° S MI-7ER )'IYlPj EMBED.:�. EP In %EL A 16"TYP.TOP& HEIGHT 7'-5" 145 MPH,ERP.'B'
TAFCON @ 1 K" • CD LU M ! ='fP •a1 L4•,D.071 4•,O.OR' BOTTOM'
B P/L•FROM„• 130E P :1.O,C:.lZ.Q.C. ,
A QUALITY CONSTRUCTION,LLC
END;RAI W 1B °
MAX.O.C.•' .jQ 9 p {.pANE��S�,�r,7E1 _ ° o °jROOF
3531 S.25Th STREET
2-NOMINAL 6TAUCrUPAL 'ELITE t ° °
FACIA MINIMUM F3.23 HOOTC .30 °°°° FORT PIERCE,FL 34981
`c Psi e'a.c lot C.C. ELITE TYPE'E' OFFICE(772)343-0805
•NOTET 115E K'%1PI EMBED 'L-�/i SHS. 1N -30 C JO i(7 PEY ( PER
14,W SMS @ 7.0.C.'(B)PE R4'PANEL TOP A •a0 C PSF �ANEL•i'°�.•1NEL - GU77ER OPTIONAL, �2/lZ FAX(772)461-3038 -
TAPCONS,2K•II 4K°PROM ENDS, T 1P.,.TOP d 3ET'TOM L50 L SLOPE
BOTTOM:ADD(2)SMS 2'R 4'FROM EACH ELITE
14'MAX D.C.TO HOLLOW BLOCK WL=WA LAAI1 ADAPTOR
ENCLOSURE ENO TOP B.BOITOM.HEAVY _ GlT1T.EK-
SHOWN AOHE5lVE CAUL'xTOP h BOTTOM CONTINUOUS (OPT.j. '° r"o• ° ° �--ROOF LOAO USE V4"LAG BOLTS W/1"MIN.
�NCLOSURE TO CONCRETE DECK °° ° WASHER DIAMETER,1'MIN.LONGER CARRY BEAM PER TABLE 2 LOCATION:
ANCHOPUNG DETAIL °,�;On1:LL;EY.•L BOLTS ° °••SCARRY EALEOEAMPtRFCAUL ° PANEL THICKNESS NAME:
°' °° R THAN
srm
me
•EEG ERA O ° W/1•MIN.WASHER[)LmErER, ,..DRAWING$/CALCIILATICW5 ... N
1•MDN,LONGER THAN PANEL MUNYAN RESIDENCE
COLUMN'AGit'lA9lES OB 3•%3•%5Yh°ANGLE WITH(2)K•%1;'f EMBED.. THICKNESS SPACED PER LAG OPDON5;(2)�/1•TTOLLIBOLTS, :-, ..<yVIiEN.FAS - ADDRESS-
SEALED:$ITE LATIONC .TAPcoNs w/3fi'M[N.WASHER AB EDGE&(6 SPACING TABLE THIS OErAIL u ° Y BEAM TO L°UI°uv AL'UMfhlUlp t(S€TRUFAST:HD'z 5507 KILLARNEY AVENUE
DRAYliNGS/CAICULAT10N6 SLAB,2K•APARYII 3•FROM SLAB EDGE B(� O O NOTCH.CpWMN IN CENTER TO FTr
A145M5TOCQLLIHN,K'FAOMANGLEEDGES, OPTION 2;4•THRUeOLTS TO o GvuY BEAM sxuG ("t,+314•)AT8.O.C,FOR UP' I FOR�COMPOSFrE'ROOFS: CITY/STATE:
ONE FA(7ismEof mtllMN ROOF,t°FROM ENDS&17' .TG 130-MPH")NIND SPEED it10x W-f:1/Y M' .S.-W/ - FORT PIERCE FL 34951
O.G TT]2Y2SS§'ANGL'c9 BOTH OPTIONS;7'%3'fy ANGLE C6) - )
(EITHER SIDE IF REQUIRED BY' =14 SMS PA LEG,EA S1OE OFCOWMN .E,YPOSkIRE°D°;8.O.C.•FUR ; 1-1/4.0 FEI IqE jP M.HERS COUNTY: '
BUILDING OEM. COLUl4NPtRTABUSORSEA-EDSrr ABOVE130MPH AND UPTo ; :Q'12 D,.C,:U F£? ST.LUCIE
SPECIFIC ORAWING/CALQILyT77pN$
150 AlPN GNINII•SPEED PANEL T1iICK1 §S+17
EnFC1SURE•D' @ ROOF BEARING ELEMENT
(SHOWN).ND.24MC.¢2]
SECTION-AT SIDE-OF ROOF PANEL cAULK ALL EXPOSEOSCREly "CIRCLED"CONNECTIONS
MFw/EbyTInGCONORFTES�NG.SEESTIESPECIFIC NON�FJ+121NGELEN1EfF1(516E I.
..•DETA[I:l1T(ADDITICNLAL FOOTING FNGINEEfUNG SHEET "HEADHW;($}{ER$ �I ) ON THIS SHEET ARE BEING
_ is LAgs,4•FR°M EMDs B24•MAY-O.c,l'M¢iI USED FOR THIS PROJECT.
.'EAVE BEAM CONNECTION @ WALL ,�.%,• LONGER THAN PANEL7HICK VES5 T05EC31RE ROOF
T6 NON•FRIMAAY WALLS ONLY•CAULK ALL SCA.N1
sMss Ls FOR PAN ROOFS:
'E GENERAL NOc 1 O Trp.TOPII �HEADS' '
EPS PO'.Y (USED AS RCQURIED WHEN STMN .< .. , - P£R Pax1/2;C,ONG S.IVIe Q 2 3
ROOF CONNECTING TO WALL) , ELITE P.ODr - - AM1FEL Wl'3Y4
PANEL ALE1
4 5
AN IkUM'P'''I41 AId WASFIER
'�•THPUBOLT TitaoUGx °° '• - .'"•: - .
2"%3'%14'ANGLE TOROOF, •°, °e - •' _
V 792eox 7 S 9
:�';`J'•""`" n °° 3'%3'kYi'ANGLE FASTENED TO INSIDE B. ENE)GIP NUN.
° BOTTOM OF CARRY BEAM wi(2)K• vuANc, . . 10 11
Lr Y.
ML75 SIDE,(5)214 SMS BOTTOM, 3^�'zK'ANGLE,(3)G14 SMS EA
i1R(}Y REAM PER FASTENED TO CBS WALLW/(2)K'xlY4• ° D LEG,EA SIDE OF BEAM RCJOFPANEL
048W TAPCONS OR TO WOOD(FUN A �
J= 4R.SF.LLEO
SETF,$P�QF7C INTEGRITY BY OTHERS)WITH(3)."14riK•
ep i•)nTN�S'/A cu ATioyS ° SUPPORTiNG'BEAM NOT TO DRAWINGS ARE
A LE
J1O Si TOP(iYP dOTI'OTU I'
FS'FZ4F-,l-RUS70f! ,097• SEETABLEaELDW ' 4-S ICI SR4,S,FROM INSmE FACE OF + 'R.A DUNLEA,P.E.
INENSIDtlS}YFj'Q(1JESlGN TfP. ' .
INR•i1'�I,iNP '{�a,�R�'TYSJ_E. PosrwrDsaEwsPLwEsoFHol0Ow - '' 1513 CERVANTES PLACE
7ERNA'TA`'ErI%O C--WrLL '2 X 3 GIRC(L-I/2•EMB®MENTMONNIUAI) - ,
AEQDIg D o14 yse°Ns e°x ,I SrDE ROOF.:RAPFELTO BEpM,F.A. TENI))G=,FJ'E741L THE VILLAGES,FLORIDA.32159
7YIT/IlN' SE BLS.SDECIFIEO BEAM( TAB GIRTOR
'TABLE - (772)285-6444,(352)750-6207
�5(RUSILIPIa'T.O BE BELOW) I ` OiADt M7L
'g63,,mAY�1ir¢JUM:.:,�N1' pR �' TLOlUMN6NOWN 6cRFEN bob4iunlea�centurylink.net
r'L0.Szi�i.y': 2%VAR /fl
>•..,: . IES LAP BE?71 '� r:r.ve•AROLE encn sloe
FLORIDA P.E.Lic.No,42835
il45MS L6•D4l CONCRETEANCNOR 1-ry16M6EACN 6I08
•' ' ��2.0' �y pOC,� VAFCOOMENQ N)wl I.O.C.MIN. '4,44y�4H018fidpOPdQ
MAX TOP 1•MIrL 6+���I O N Y�G�IyAQ� .
� -
P SELF MATING POST y1 iH9DElAIL MAY NOT BE UfiEp
09i cR TYP, r---�2•�—t ' FO0.CO0 M MARGERTHIJi I•a 1•,1•MIT— F` I F P 6P FI s: 3 ;•k�a
j2j•' 2X3' •, i1TW0 RI LS•DIA BOLTB MAYBE NIR) T
K,t�. " $NAP J BEAN TOP SIDE 6UB6TINTEp FORTHE I•h.....2 'S'L MH NAVE • (�
vi BEPM : BOLT9 REPLACE 66CREVI6) SI°NC • y
SgLAA_ ' 1)THIS CONNECTION CAN BE U6E0IN ,�] SBS,IOR•AWD0.NIUO.LMINI 10 • ,qp
3N 2X4.736'.045• CONNECTION WY COAYPALED FASTENBLS' WOOD BYU&ND 8INILAR 612E _ CAPACIlYOF 840/,AND,AIMI u) a �. .J' OF�.��
„ TUBE�.` ' 2X6 ,L3{•.050• SCREWS UI THE HEADER. F WORNIND SMEAR CAPACRY OF 100/.IDO
A "� .EI NOT SUS6TFNTE 3IS'pIA CONCRETE ,(1 M:'S`r"ix4;�'.125• 3'L 2xa :1-T'v''0- ANCHORS FOR LAR6ER 6UY IWCHORB.I ''A JO'•. ys. \�y1 NOPS,iOWN',:•"; - 33 2XB,210'A73•. 0~
-I-=-•3 Du.'>«.` as 2xs .zto•.D7r ELEVATIONS GIRT TO POST CONNECTIONS C9LUMNIfFOUNDATIONFASTENERFOR2x2 AND 2x3 �'<�`�'•.FLU 19 "°�
PARTIAL ELEVATION
I LDADcoHpmoNfi:cDHNEcnDNUPUFrcAPAcrtY•I,yaoABHFA1zcAPAcm•uu., `p"'as$IONA�-Yid°��
. APyA0Pa006604p94 -
2212210all _
`)TyT'ERNATEC E& '•' V"• , p c POLY ROOF SCREEN ROOM
M
C1NN •'QNNEGTttifV BEAM)HEADER DWG.#AQ6-2017-214,REV.0
' - '- 10x1=1/2.'S.M.S.•...._ L1'.x 2'_Wf-i'1.1
>.• TNROUGH.SPLINEGZCOVES /2•SM.S.INT6 '
SCREW 3pSS March 1,2017
+( t �11/2'S, SHEET4OF4.
M.S:.INTC ANGLE CUPS MAY SE
1•x_'OPEN ElA0K.a-aC E'" ' „ L B1 E` ALL HEAVE e SCRPLy Boss � �
�— (_;1_ - SUBS ITUTEDFGR1NTcRNAL ADDITIONAL CONNECTIONS
T FRCN_?;USr is I L :ACHE TO i'x OPJJ ANCHOR 1'x aLATE i0 SCREWSYS7ENS
T 0 x 1-172"S.M.S.MAX BACK Wi MIN:??=10 x 1;, - pCNCR h'/1i4'x?1i2• HEIGHT 7'-5" 145 MPH EXP.'IT
FR(70.diCH cND OF'POSr i S.HLS. ANCHORS CONCR -,- WITHIN ---`
AND 2-V O.G. — I�1 5 OF EACH SIDE OF EACH, 5 � hIIN.(3)9-10 x 1 tn'S.M.S. A QUALITY CONSTRUCTION,LLC
POSTAND 24.O.C.MAX. � fNTO.SCREW BOSS 3531 S,25TH STREET
FORT•PIERCE,FL 34981
.MIN_xSLAB2500PSI 1'x2'EXTRUSfON OFFICE(772)343-0805
CONC.fi x o 6--10 x 1 D W:W_M._ �T FAX(772)461-3038
OR FIBER MESH ` :j� 7
SIDE WALL GIRTATTACN VAPOR BAR
£D-FC W I�}UNOER 1-118'MIN:INCONCRETE
1'x 2'OPEN BACK W/NN..(3) CONCRETE
:r— #10.x 1-1/2'S.M.S.IN SCREW LOCATION:
eassEs ALTERNATE HOLLOW UPRIGHTTO BASE AND
NAME:FRordT WALL GIRr HOLLOW UPRIGHT TO BEAHIOETAIL ADDRESS: MUNYgNREs1DENCE
- �
I 6507 KILLARNEY AVENUE
CITYISTATE:
FORT PIERCE FL 34951
COUNTY:
ST.LUCIE
FRONTANO SIDE BOTTOM
RAILS ATTACHED TO
1'x2'OPEN BACKATTACHED. CONCRETE W/14'x 2-114' COMPOSITE ROOF PANELS: THIS"CIRCLED"CONNECTIONS
TO FRONT POST W/ CONCRE7E1'MASONRY (4)1/4'x 4'LAG BOLTS W/. .- ON THIS SHEET ARE BEING
'R10 x 1-1/2-S.M.S.MAX_6- ANCHORS @ 17 FROM EACH 1-1/4'FENDER WASHERS PER / RISER PANEL'S USED FOR THIS PROJECT.
FROM EACH END OF POST POSTANO 24'O.C.MAX AND" 4W PANE-ACROSS THE' / ^
AND24'O.C; 1^ WALLS MIN.1-FROM EDGE OF FRONT AND 4'.O.C,,AL9NG V1 y \
•MIN. CONCRETE SIDES U
... _ 4
2x 2.OR 2'x a HOLLOW HEADER ATTACHED TO POST
tm x 1-11Y c 24,S_ DRAWINGS NOT TO SCALE
A'X 1•X 1/8'ANGLES
IN SCREW BOSSES
:2'LONG WRH 2-BBXYt2-LONG ` . . .
;SKS ATE"LEG
(rrPlrALfnaLs>DETaP&BarroL) 1•X2-V4•Xue' I R.A DUNLEA,P.E.
f.RBCEWlG 1513 CERVANTES PLACE
/ I THE VILLAGES,FLORIDA32159
' 1'x$OPEN BACK BOTTOM (772)285-6444,(352)750-6207
POSTATTACHED TO BOTTOM RAIL bobdunlea(ftenturylink.net
W/MIN,(3f i#10 x 1-1I2• FLORIDA P.E.Lic.No.42835
L S.M.S.IN SCREW BOSSES yryvnxasvvaevo�o�
// I 1/4'x 2-111V MASONRY
CHIWNELALTHWA1pJ ANCHOR @ 6-FROM EACH '•�•'" }6
--PQSr/COLUhW J POSTANO 24'O.C.(MAX) �5 4�
iv
fTYPICAL UPRIGHTDE7AIL
COMNEMON•
SL�
W ASFBtl[RS i �o��'n••.FfOFl1�A.����o
u