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Home My WebLink About99-8800 BUILDING PERMIT 8800 CITY OF ZEPHYRHILLS Permit (813) 788.6611 Date 1> / t./ /77 '-IO~e- BUILDING ELE~AL PLU~G MECH~AL Sewer Conn Property Owner: -E.J\ 0r€ 99 Job Address: 6 q 2 , Nor ~ ~~ ~ 0)...... Parcell.D. # 01- Jb - 2 I - 01 lO - ooooo.~ 0 b ~ 0 '-d Zoning: Energy Code: Radon Gas: )J ' g '-r ef7r'\ ~''Vl Water Conn: Water Meter: T.I.F.'s: Descriotion of Work NO OCCUPANCY BEFORE C.O. FINAL C.O. ~/Y-Cj) DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Valuation or Contract Price .J("1.'i31 , Permit Fee Signature Company Address Telephone# Inspector City License Registration # State Certified License# 7;YF~ ,77L// T( :\.'$ AtUr1 sJ.... BUILDING >' Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final PLU Breakers Ducts Insl. Compressor Final Ftr. Pre SLB '? -):c;>q 'J..ILL Lintel FRM. Insul. CL WL SLB Tub Set Water Sewer Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERKlT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT ^?LQ,vM C~' ~-3 -9 <j, --- OWNER'S NAME /::5/11 tf/Y >/~ OWNER'S ADDRESS ;:;92/ 1 hrpi, Lcrh y~ JOB ADDRESS 9q ~ LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION 5/1 ~/~ {Jcr):::: 5' PARCEL I.D.# () '3 - 2. (0 ~ 2. J - '" / j?O ---tJ.t>t'*-66rO (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:-LNew Construction --Addition, -..Alteration ~epair -LInstall PHONE )7/F~ 9'5'~~ _Sign _Move _Deaolish PROPOSED USE: -Lsingle Family _KIF _' of Units --1l/H _Coulercial _lndust. _Swia. Pool _Other _Restaurant & Health Department Approval DESCRIPTION OF WO~: (''0/1 crt-Ie 5 ~i>, ? c ~ ~~P-, . / BUILDING SIZE: Lj x:3? /vi Square Feet, c; '? raeight RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED ~UILDING $ 1 ~ JI Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. _KECHAIIICAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel 41t/#(, other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? ....t . YES N~.~~ LAA ****************************************** ~~~ of' CONTRACfOR SRCTIOR ./l~ ~31ql /1- / .d/ '7~(!) BUILDER COMPANY /f"v' / /r / P'/-v,,;;' ~.---/-"'7 ,/,/ d .4p~ State Cert. or Regist. I ..-eY'::?O' .5C7~ Signature /~~ City License Registration I 33:F-41er ..n'l-IlII/"1. ** ************************************** / F.T .F.CTRICIAN COMPANY State Cert. or Regist. # City License Registration I ****************************************** Silmature PLUMBER COMPANY State Cert. or Regist. f City License Registration' ****************************************** Signature KECHANICAL COMPANY State Cert. or Regist. f City License Registration * ****************************************** Signature OTHF.R Signature COMPANY State Cert. or Regist. I City L!~~~.Registra~ion # *************.**************************** ~ ~PL-![CATION APPROVED BY I, PERMIT OFFICER. ,H ~ J......L ,./'..:::>- //-:$ ~ V .,/'" :~ ~ -...:: ", ,~ .,,( ~ /)hy ") (J.;y ;> ~ .~""l - X .", 'V \ 7VrJJ.JW/~... '/ ~ ' . 'I - ' ~11'" \.& "" C) .. ('...j .:..::: N -J , I I I ~.. - f t;r\ ~-------~--- , " '- ..:;z IV) - <!: .i v "";) oJ: '~ .)--.. , '...... <:. , . , , '-1) : .......... \ . - - SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 AND / OR TABLE 3.1.2 ~ ROOF r . I 1 MINIMUM 3-1/2" SLAB ON GRADE OR RAISED FOOTING (SEE DETAILS FOR FOOTINGS) - 'LW'--, FOR MAX, UPRIGHT LENGTH 1" x 2" VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) LOAD WIDTH FOR ROOF BEAM ~ L~2-r L O.H. EXISTING STRUCTURE SOLID ROOF SIZE BEAM AND UPRIGHTS (SEE TABLES) P = PROJECTION FROM BLDG. LW = LOAD WIDTH VARIES L P VARIES ----J TYPICAL SCREEN I GLASS ROOM SCALE: 1/4" = 1'-0" NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2" TO WALL WITH 2-1/2" #10 SHEET METAL SCREWS WITH WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O, BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 77 81 SCREEN, VINYL & GLASS ROOMS SECTION 3 I BEAM 1 HEADER (2) #10 x 1" S, M. S, INTO SCREW SLOTS ANCHOR 1" x 2" PLATE TO CONCRETE WI 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. ~ ALTERNATE CONNECTION DETAIL 2" x 2" x 0.063" ANGLE CONNECT UPRIGHT @ BEAM 1 HEADER AND CHAIR RAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.w.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL SCALE: 1/4" = 1" 2" x 2" OR 2" x 3" OR 2" 5MB POST (4) #10 x 1/2" S.M.S. EACH SIDE OF POST - o 0 HEADER BEAM o 0 ---- H-BAR OR GUSSET PLATE ANCHOR 1" x 2" PLATE TO CONCRETE WITH 1/4" x 2-1/2" CONCRETE ~ 2" x 2" x 1/16" ANGLE EACH SIDE ANCHORS WITHIN 6" OF EACH SIDE ATTACH TO POST AND CONCRETE OF EACH POST AT 24" O.C. MAX. AT LOAD BEARING WALL WITH OR THROUGH ANGLE AT 24" O.C. MAX. (2) #10 x 1/2" S.M.S. EACH SIDE 1" x 2" EXTRUSION MIN. 3-1/2" SLAB 2500 PSI CONC. ' '<1,4 ' : 1-1/8" MIN. IN CONCRETE 4 6x6-10x10 W.w.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL SCALE: 1/4" = 1" It Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE PAGE SECTION 3 EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST WI #10 x 2" S.M.S. MAX. 6" FROM EACH PURLlN AND 24" O.C. FRONT WALL PURLlN SCREEN, VINYL & GLASS ROOMS @ @ TYPICAL CORNER DETAIL SCALE: 114" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE . SIDE WALL HEADER ATTACHED TO 1" x 2" OPEN BACK WI MIN. (2)#10 x 1-1/2" S.M.S. SIDE WALL PURLlNS ATTACHED TO 1" x 2" OPEN BACK WI MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES e FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE WI 1/4" x 2-1/4" MASONRY QUICK SET @ 6" FROM EACH POST AND 24" 0, C. MAX. AND WALLS MIN. 1" FROM EDGE OF CONCRETE e @ COPYRIGHT 1999 82 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE. . e - SCREEN, VINYL & GLASS ROOMS COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS WI 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES (WALK-ON) 2" x 2" OR 2" x 3" HOLLOW CHAIR RAIL AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM WI MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES EXISTING SLAB MAY BE USED IF IT IS IN GOOD CONDITION AND IT IS APPROVED BY THE BY THE BUILDING OFFICIAL (1) HIL T11/2" x 3-1/2" KBII- BOLTS APPROVED FOR 665# UPLIFT WI STD. PLATED CUT STEEL WASHER (1) 3/8" BOLT FOR 3" POST (2) 3/8" BOLTS FOR 3" x 4" POST . .. . ~ .. ~ .. SECTION 3 RISER PANELS: (3) #8 x 1/2" S,M.S. PER 12" PANEL HEADER ATTACHED TO POST WI MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2",2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS CHAIR RAIL ATTACHED TO POST WITH MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 1" X 2" OPEN BACK BOTTOM RAIL 1/4" X 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 TYPICAL UPRIGHT DETAIL SCALE: 1/4" = 1" SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE 83 SECTION 3 2'-0" MIN. BEFORE SLOPE ~ f 1v ~ ~ TYPE I FLAT SLOPE / NO FOOTING 0-2" /12" SCREEN, VINYL & GLASS ROOMS I -9- ~ ~ / ~ --1 ALUMINUM FRAME SCREEN WALL ROWLOCK . 5/16"0 GALVANIZED 'ALL THREAD' OR 'THREAD ALL' EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ APPROVED CONCRETE ANCHOR @ 24" O.C. MAX. AND WITHIN 6" OF EACH UPRIGHT OR APPROVED ALTERNATE 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS 4" (NOMINAL) PATIO CONCRETE SLAB WI 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE (1) #5 0 BARS WI 3" COVER (TYPICAL) BRICK KNEEWAl,L AND FOUNDATION FOR SCREEN WALLS SCALE: 1/2" = 1'-0" ~. ~.' ..... ~ 8" TYPE II MODERATE SLOPE FOOTING 2" /12" - 1'-10" BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0,063" STRAP @ EACH POST FROM POST TO FOOTING WI (2) #10 x 3/4" S. M. S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING (1) #5 BAR CONT. :"~'.:tf~ e 1'-0" TYPE III STEEP SLOPE FOOTING > 1'-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE II FOOTING IS REQUIRED. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS SCALE: 1/2" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P,O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE e @ COPYRIGHT 1999 88 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETI, P.E, - e - SCREEN, VINYL & GLASS ROOMS .F.1n~IfiIli. Allowable Beam Spans - Hollow Extrusions for Screen and I or Vinyl [Open] Rooms with Solid Roofs Aluminum Allov 6063 T-6 Wind Zone 102 MPH 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load 17 # / 5ii Ft. 20 # / Sa. Ft. I 23 # / Sa, Ft. I 26 #/ Sa. Ft. I 32 # / Sa. Ft. Load Width 2" x 2" x 0.032" 5' 6'-3" S'-9" S'-4" S'-O" 4'-6" 6' S'-8" S'-3" 4'-11" 4'-7" 4'-2" 7' S'-3" 4'-10" 4'-6" 4'-3" 3'-10" 8' 4'-11" 4'-6" 4'-3" 3'-11" 3'-7" 9' 4'-8" 4'-3" 3'-11" 3'-9" 3'-S" 10' 4'-S" 4'-1" 3'-9" 3'-7" 3'-3" 11' 4'-2" 3'-10" 3'-7" 3'-S" 3'-1" 12' 4'-0" 3'-8" 3'-5" 3'-3" 2'-11" Load Width 2" x 2" x 0,036" 5' 6'-9" 6'-3" 5'-10" 5'-6" 4'-11" 6' 6'-2" S'-8" 5'-4" 5'-0" 4'-6" 7' 5'-9" S'-3" 4'-11" 4'-8" 4'-2" 8' 5'-4" 4'-11" 4'-7" 4'-4" 3'-11" 9' S'-l" 4'-8" 4'-4" 4'-1" 3'-8" 10' 4'-9" 4'-S" 4'-1" 3'-10" 3'-6" 11' 4'-7" 4'-3" 3'-11" 3'-8" 3'-4" 12' 4'-4" 4'-0" 3'-9" 3'-6" 3'-2" Load Width 2" x 2" x 0.044" 5' 7'-S" 6'-10" 6'-4" S'-ll" S'-S" 6' 6'-9" 6'-3" S'-10" S'-6" 4'-11" 7' 6'-3" S'-9" S'-4" S'-l" 4'-7" 8' S'-10" S'-S" S'-O" 4'-9" 4'-3" 9' S'-l" 4'-9" 4'-S" 4'-0" 10' S'-3" I 4'-10" 4'-6" 4'-3" 3'-10" 11' 4'-11" I 4'-7" 4'-3" 4'-0" 3'-8" 12' 4'-9", I 4'-S" 4'-1" 3'-10" 3'-6" Load Width 2" x 2" x 0.055" 5' 8'-1" 7'-S" 6'-11" 6'-6" S'-11" 6' 7'-S" 6'-10" 6'-4" S'-ll" S'-S" 7' 6'-10" 6'-4" S'-10" 5'-6" 4'-11" 8' 6'-S" S'-ll" S'-6" S'-2" 4'-8" 9' 6'-0" S'-7" S'-2" 4'-10" 4'-S" 10' S'-9" S'-3" 4'-11" 4'-7" 4'-2" 11' S'-S" S'-O" 4'-8" 4'-S" 3'-11" 12' S'-3" 4'-10" 4'-6" 4'-3" 3'-10" Example: For 2" x 2" x 0.044" Extrusion beam span is distance between uprights: to enter table roof panel projection of 14'-0" find load width; L.W. = 14'/2 + 2' Q,H. = 9' Enter table on left under load width Load Width = 9'-0" Read span under appropriate load; Live Load@ 17 #/ Sq.Ft./l02 M.P.H. Load Beam Span = Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load 5'-6" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE SECTION 3 SEAL PAGE 89 SECTION 3 SCREEN, VINYL & GLASS ROOMS ..:1iU=-W.. . Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0.032" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H. Width Applied Load 19 # ISQ. Ft. 23 # 150, Ft. 26 # ISQ. Ft. 29 # ISQ. Ft. 36 # ISq. Ft. 36" 9'-5" 8'-T' 8'-1" 7'-8" 6'-10" 42" 8'-9" 7'-11" 7'-5" 7'-1" 6'-4" 48" 8'-2" 7'-5" 6'-11" 6'-7" 5'-11" 54" 7'-8" 6'-11" 6'-7" 6'-3" 5'-7" 60" 7'-4" 6'-8" 6'-3" 5'-11" 5'-4" 66" 6'-11" 6'-4" 5'-11" 5'-8" 5'-1" 72" 6'-8" 6'-1" 5'-8" 5'-5" 4'-10" 78" 6'-5" 5'-10" 5'-6" 5'-2" 4'-8" 84" 6'-2" 5'-7" 5'-3" 4'-11" 4'-6" 90" 5'-11" 5'-5" 5'-1" 4'-10" 4'-4" 2" x 2" x 0,036" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H, I 120 M.P.H. I 125 M.P.H, I 140 M,P,H. Width Applied Load 36 # 15Q,'"Fl 19 # ISQ, Ft. 23 # 150. Ft. 26 # 15(1, Ft. 29 # ISQ, Ft. 36" 10'-3" 9'-4" 8'.9" 8'-3" 1'-5" 42" 9'-6" 8'-7" 8'-1" 7'-8" 6'- (j-::-- 48" 8'-10" 8'.1" 7'-7" 7'-2" 6'-5" 54" 8'-4" 7'-7" 7'-2" 6'-9" 6'.1" 60" 7'-3" 6'-9" 6'-5" 5'-9" 66" 7'-7" 6'.11" 6'-6" 6'-1" 5'-6" 72" 7'-3" 6'-7" 6'-2" 5'-10" 5'-3" 78" 6'-11" 6'-4" 5'-11" 5'-8" 5'-1" 84" 6'-8" 6'-1" 5'-9" 5'-5" 4'-11" 90" 6'-6" 5'-11" 5'.6" 5'-3" 4'-9" 2" x 2" x 0.044" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 125 M,P.H, I 130 M.P.H, Width Applied Load 19 # ISq. Ft. 23 # 150. Ft. 26 # 15Q. Ft. 29 # ISQ. Ft. 36 # ISQ. Ft. 36" 11'-2" 10'-2" 9'-7" 9'.1" 8'-2" 42" 10'-4" 9'-5" 8'-10" 8'.5" 7'-6" 48" 9'-8" 8'-10" 8'-3" 7'-10" 7'-1" 54" 9'-2" 8'-4" 7'-10" 7'-5" 6'-8" 60" 8'-8" 7'-10" 7'-5" 7'-0" 6'-4" 66" 8'-3" 7'-6" 7'-1" 6'-8" 6'-0" 72" 7'-11" 7'-2" 6'-9" 6'-5" 5'-9" - 78" 7'-7" 6'-11" 6'-6" 6'-2" 5'-6" 84" 7'-4" 6'-8" 6'.3" 5'-11" 5'-4" 90" 7'.1" 6'-5" 6'-1" 5'.9" 5'-2" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M,P,H, wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate. Enmple: Screen panel width "W' = 60"; Maximum "H" for a 2" x 2" x 0,036" Hollow Extrusion = _I Using screen panel width "W' (See typical glass room drawing), select upright height "H" required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE @ COPYRIGHT 1999 92 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE. e - e e - - SOLID ROOF PANEL PRODUCTS SECTION 7 [, J 12" f ~ 12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL SCALE: 1/4" = 1" IT } 12" f 1 12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL SCALE: 1/4" = 1" J ! 12.00" J 1 INDUSTRY STANDARD CLEATED ROOF PANEL SCALE: 1/4" = 1" mlfl--..' Z a.. ..... <{ w ...... a.. 0 . SELECT PANEL DEPTH 1 FROM TABLES /r- ALUMINUM SKIN E.P.S. CORE ........'..................?==="'"" ~." _ SIDE PANEL CONNECTIONS VARY (DO NOT AFFECT PANEL SPANS) L 48" COMPOSITE ROOF PANEL [INDUSTRY STANDARDl SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE 169 SOLID ROOF PANEL PRODUCTS SECTION 7 COMPOSITE ROOF ANCHORING DETAILS - #10 x 1-1/2" S. M. S. OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TAIL #10 X 3/4" S. M. S. OR WOOD SCREW SPACED@ 12" O. c. ROOF PANEL TO FASCIA DETAIL SCALE: 1/4" = 1'-0" FOR MASONRY USE 1/4" x 1-1/4" TAPCON ANCHOR OR EQUAL @ 24" O. C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O. C. e EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION L EXISTING TRUSS OR RAFTER #8 x 9/16" S, M. S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL #8 X 9/16" S. M. S. SPACED @ 8" O. C. BOTH SIDES EXISTING FASCIA #8 X 9/16" S.M.S. SPACED @ 8" O. C. BOTH SIDES ROOF PANEL #8 X 9/16" S,M.S. SPACED @ 8" O. C. BOTH SIDES ROOF PANEL TO WALL DETAIL SCALE: 1/4" = 1'-0" NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. - Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O, BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 171 e - - SOLID ROOF PANEL PRODUCTS RIDGE CAP HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION #8 x 9/16" S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" FOR COMPOSITE ROOFS: #10 x (t + 1/2") S.M.S. W/1-1/4" 0 FENDER WASHERS @ 12" O. C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT (SHOWN) AND 24" O. C. @ NON-BEARING ELEMENT (SIDE WALLS) SECTION 7 PAN ROOF ANCHORING DETAILS SEALANT PAN HEADER (BREAK- FORMED OR EXT.) #8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS ~ PAN OR COMPOSITE ROOF PANEL #8 x 9/16" S.M,S. (3) PER PAN ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL SCALE: 1/4" = 1" FOR PAN ROOFS: (3) EACH #8 x 1/2" LONG S.M,S, PER 12" PANEL ROOF PANEL (PER TABLES) SECTION 7 SUPPORTING BEAM (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT P.O, BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, PE. 175 SECTION 7 SOLID ROOF PANEL PRODUCTS r~ ,. . . . . . . . . . . . . . . . . ...................... ...... ...... ., ::~, """"" ;:,;.;..." '" ., ..... L-(: ....... ....... '" 1 48" 1 FOAM - 1.0# DENSITY E. P. S. ALUMINUM 3105 H-14 OR H-25 ALLOY PATENT # 4,769,963 AND 5,086,599 SNAP-N-LOCKPANEL@ SCALE: 1/4" = 1" .1f:Ii1~.~. Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" x 48" x 0.019" Panels ODen Buildinas Enclosed Buildinas Wind Applied Overhanc Condition Wind Applied Overhanc Condition Reaion Load NONE 1'.0" 2'.0" 3'.0" Reaion Load NONE 1'.0" 2'.0" 3'-0" 102 M.P.H. 17 14'.7" 14'.8" 15'.1" 15'.9" 102 M.P.H. 29 11'.2" 11'.4" 11'.10" 12'.8" 110 M.P.H. 20 13'.5" 13'.7" 14'.0" 14'.8" 110 M.P.H. 35 10'.2" 10'.4" 10'.11" 11'.9" 120 M.P.H. 23 12'.6" 12'.8" 13'.2" 13'.11" 120 M.P.H. 41 9'.4" 9'.7" 10'.2" 11'.2" 125 M.P.H. 26 11'.9" 11'.11" 12'.5" 13'.3" 125 M.P.H. 45 8'.11" 9'.2" 9'.10" 10'.9" 140 M.P.H. 32 10'.7" 10'.10" 11'.4" 12'.2" 140 M.P.H. 56 8'.0" 8'.3" 8'.11" 10'.0" 3" x 48" x 0.024" Panels Oii en Bulldinas Enclosed Bulldinos Wind Applied Overhar1il Condition Wind Applied Overhan Condition Reaion Load NONE 1'.0" 2'.0" 3'.0" Reaion Load NONE 1'.0" 2'.0" 3'.0" 102 M.P.H. 17 16'.4" 16'.6" 16'.10" 17'.5" 102 M.P.H. 29 12'.6" 12'.8" 13'.2" 13'.10" 110 M.P.H. 20 15'-1" 15'.2" 15'.7" 16'.3" 110 M.P.H. 35 11'.5" 11'.7" 12'.1" 12'.10" 120 M.P.H. 23 14'.1" 14'.2" 14'.7" 15'.3" 120 M.P.H. 41 10'.6" 10'.9" 11'.3" 12'.1" 125 M.P.H. 26 13'.3" 13'.4" 13'.10" 14'.6" 125 M.P.H. 45 10'.1" 10'.3" 10'.10" 11'.8" 140 M.P.H. 32 11'.11" 12'.1" 12'.7" 13'.4" 140 M.P.H. 56 9'.0" 9'.3" 9'.10" 10'.10" 3" x 48" x 0.030" Panels OD en Bulldinas Enclosed Buildinlls Wind Applied Overhan Condition Wind Applied Overhan Condition Reaion Load NONE 1'.0" 2'-0" 3'.0" Realon Load NONE 1'.0" 2'.0" 3'.0" 102 M.P.H. 17 18'.10" 18'.11" 19'.3" 19'.9" 102 M.P.H. 29 14'-5" 14'.7" 14'.11" 15'.7" 110 M.P.H. 20 17'.4" 17'.6" 17'.10" 18'.4" 110 M.P.H. 35 13'.1" 13'.3" 13'.9" 14'.5" 120 M.P.H. 23 16'.2" 16'.4" 16'.8" 17'.3" 120 M.P.H. 41 12'.1" 12'.3" 12'.9" 13'.6" 125 M.P.H. 26 15'-3" 15'.4" 15'.9" 16'.4" 125 M.P.H. 45 11'.7" 11'.9" 12'.3" 13'.0" 140 M.P.H. 32 13'.9" 13'.10" 14'.3" 14'.11" 140 M.P.H. 56 10'.4" 10'.7" 11'.1" 11'.11" Note: Total roof panel width = room width plus wall width plus overhang, Lawrence E. Bennett, P.E. ~ BTRUCTALI! CIVIL ENGINEER. DEVELOPMENT CONSUL TANT I .un.DING .Y.T.M. I PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 350 BURBANK, OLDSMAR, FL 34677.4906 LOCAL (B13) 855.2627 FAX (904) 767.6556 NATIONWIDE 1.800.969.3706 SEAL FAX 1813\854.2802 PAGE @ COPYRIGHT 1999 194 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PE - e e SECTION 8 ALUMINUM FRAMING COMPONENTS A = 0.24 in.2 A = 0.50 in,2 111.00" WT = 0.28 p.l.f. 11,98"1 WT = 0.57 p.l.f, Ix = 0.14 in. 4 Ix = 0.28 in.4 0044'[ ~ Sx = 0,18 in.3 0055'f +] ~ Sx = 0.37 in.3 6063 - T6 6063 - T6 1" X 2" X 0.044" OPEN BACK SECTION 2" X 2" X 0.055" PATIO SECTION SCALE: 1/4" = 1" SCALE: 1/4" = 1" r 1.98"1 A = 0.32 in.2 11.98"1 A = 0.64 in.2 WT = 0.37 p.l.f. WT = 0.74 p.l.f. 0032'f + ] ~ Ix = 0.18 in. 4 0055.f +] ~ Ix = 0.75 in.4 Sx = 0.24 in.3 Sx = 0,70 in.3 6063 - T6 6063 - T6 2" X 2" X 0.032" PATIO SECTION 2" X 3" X 0.050" PATIO SECTION SCALE: 1/4" = 1" SCALE: 1/4" = 1" r2.OO"1 11.98"1 A = 0.36 in.2 r -;n A = 0.75 in? WT = 0.41 p.l.f. WT = 0.86 p.l.f. 0036:{ + ~ ~ Ix=O,19in.4 ~ : = Ix = 1,53 in.4 Sx = 0.26 in.3 0.055" - + ~ Sx = 1.07 in,3 ..q 6063 - T6 J 6063 - T6 2" X 2" X 0.036" PATIO SECTION 2" X 4" X 0.050" PATIO SECTION SCALE: 1/4" = 1" SCALE: 1/4" = 1" 11,98"1 A = 0.42 in,2 r2.00" 1 A = 0.61 in,2 WT = 0.49 p.l.f. 81 WT = 0.69 p.l.f. 0044.EJ .~ Ix = 0.23 in.4 + 8 Ix = 0,77 in4 Sx = 0.31 in.3 0.044" - j Sx = 0,69 in.3 6063 - T6 6063 - T6 2" X 2" X 0.044" PATIO SECTION 2" X 3" X 0.045" PATIO SECTION SCALE: 1/4" = 1" SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT PO BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 196 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E. BENNETT, PE - e e e - - FASTENERS SECTION 9 CONCRETE SCREW ANCHOR T -BOL T SPIKE EXPANSION BOLT DRIVE NAIL CONCRETE AND MASONRY ANCHORS SHEET METAL SCREW HEX HEAD TEK SCREW MACHINE BOLT WI NEOPRENE WASHER METAL FASTENERS NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL. Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE 201