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Home My WebLink About02-1407 BUILDING PERMIT Permit N! CITY OF ZEPHYRHILLS (813) 780-0020 1407 ._~.~ l'UllDING Date $ ~ 19,,-- 0 :<.. ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: Job Address: Parcell.D. , C 1e4'1 3<() 3fW '7J~ 1/#1. A \Ie. . Water Meter: T.I.F.'s: Zoning: Descriotion of Work Energy Code: ~'4- ;P4"'\. .#- Radon Gas: I,. 6 "2- ~1!/vl~5z::E- NO OCCUPANCY BEFORE C.O. FINAL C.O. DATE Complete Plans. Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector Permit Fee. :t; Z ~ /'Signature /'-~ ~. / Company Address .>Telephone# ? S-r- - .s- 3/'1 Valuation or Contract Price 6750.9'fJ City license Registration , State Certified license# 5:., '1 51:~- ylt! v;"" Ai ' Ftr. ,,/8'"-.:2/-0 ~ !?LL(, /IT" Tp. Servo Pre SlB i/ g-.J 1-0 'J.. Rl"1;IU'Rough In lintel Meter Can FRM. Const. Pole Insul. Cl Pool Wl Pre-Mete Final SlB Tub Set Water Sewer Final Breakers Ducts Insl. Compre Fina BUilDING ELECTRICAL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of twenty-five 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. '" C.fdttf f{--/9::.o~ ~r t -- 5urJST#T~ IJLU,L~, 3) 3t~ II~ nV . ~" -i ~ J J '-. - . ~~ ~ - .- '_al.~~ ~ 1 - i j. C1JEi-AEl !~~_ .1, . l- t .- J - I I j '. t WU I......,.... $ - . 1 . -- . q~l 6(::) - ,J . t. - S - . . . 162 51; fl _ .. ;. (,"L J ,..,~J:s 1 r . J --r&~4L. 11 4fo. 02-- APPLICATION FOR PENUT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT DATE RECEIVED PLANS REVIEW I'EE 8-1,).~o~ OWNER'S NAME C;; I ~ n JOB ADDRESS 3'b 300 DCA..+on 1I't~ A lie... ) Zephyr hi II s I PHONE PASCO PERMIT SERVICE 813-788-5314 ft. 3354;;1. LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID # 1I-~(,-(;U-DOIO-Ol#1I00-0011 WORK PROPSED: [JNEW CONSTRUCTION ~ADDITION {OBTAIN FROM PROPERTY TAX NOTICEl [J ALT E RAT ION [J REPAIR [J INSTALL [J SIGN [J MOVE [J DEMOLISH PROPOSED USE: [JSGL FAMILY DWELLING ~COMMERCIAL [JMULTI-FAMILY o INDUSTRIAL 0# OF UNI'l'S o SWIMMING POOL [J MOBILE HOME DOTHER D RESTAURANT ,. HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK /:::;('_r~~ RooM a\i\.~ conc..re.t~ 6\ab BUILDING SIZE q't. } ~ SQUARE FOOTAGE 1(, J.. HEIGHT St!'~ pIa-...... s RESIDENTIAL: ATTACH (2) PLOT PLANS,. (2) SETS OF BUILDING PLANS,. (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS,. (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED E'OR ALL NEW CONSTRUCTION. PERMITS REQUESTED (J( BUILDING $ /750. DO VALUATION OF TOTAL CONSTRUCTION D ELECTRICAL AMP SERVICE 0 FLORIDA POWER D W.R.E.C. [J PLUMBING [J MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION [J GAS [J ROOFING o SPECIALTY 0 OTHER TYPE OF CONSTRUCTION: 0 BLOCK [J FRAME [J STEEL u{ OTHER tJ-1 UIM-I ~u Wv FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO ~1111!11!'I'ill...Y. COMPANY 6~ StAt~ AllArninul'V'-' STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # ELECTiUCIAN ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***********~****************************************************** SIGNATURE COMPANY STATE CERT OR REGIST # CITY PROCESSING # MECHANICAL *************************~*************************************** OTHER COMPANY STATE CERT OR REGIST # SIGNATURE CITY PROCESSING # ********************~***' +************************************** I ~ _..~ \0-tj \ ~.'t I ;' ~ (~\1;~t' I '\ \ ,'~ j' ~ --~~--- 10/ i i i 0, ~ I "'~ 0 \& I , r J 0- f~ 1 , ) _ .--"3 _______...__............ ..-..... .......~I....".c...'1-l.-C\..A~O:::-u ~;forer~n~1 Ur~~daY of ~~s t__,~~~= (name of person acknowledged) ~ is personally known to me, or o who has produced (type of idenUfL.~al iOll) OdiC] no~ o"lh. f person taking acknowledgen nt llle LULeguLng lnS1:rUment: was aCknowledged Be._fore ~ this ~day of A~c:,.t.::. ,~o:L- by +:au), COrre,a., w. (name of person acknowledged) ~ is personally known to me, or and who rJ2Idj d ~\k Sig atu~~(Of o who has produced (type of identification) ~d n~t~ t,ke ~ath person taking acknowledgment Name tYP~i printed .or r~t:;a~t,;p ;:;:; Name . bt~d,/Jpt:IJrJt'~~;; 1f7~s'litiJnped SITE PLAN PARCEL 1.0.#: 11-26-21-0010-06600-0011 l. 33' PROPOSED SCREEN RM. . 9'x 18' I- . 1- EXISTING RESTAURANT 26' 36x38 - - - - - 8 ' ~~ 20' , 38300 11th ST. a 1 1 e y PROPOSED SCREEN ROOM I I I I I I I I 3" RISER PAN ROOF I I I I I I I I 3x2 x .045 POSTS 3'9" O.C. 16" K1CKPLA TE ~ ~ 181 BACK ELEVATION T 7' 1 H 0 S T ~ NEVV CONCRETE SLAB ~ 9' SIDE ELEVATION SCREEN, VINYL, GLASS & MODULAR ROOMS INTERIOR BEAM TABLE 3.1.4 OR 3.1.5 ALUMINUM ROOF SYSTEM PER SECTION 7 SECTION 3 HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. L ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLE 3.1.6 FOR SCREEN ROOMS OR TABLE 3.1.7 FOR G~S ROOMS) HOST STRUCTURE OR FOURTH WN.l.. FRAME USE BEAM TO WN.l.. DETAIL /1 TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. L Lawrence E. Bennett, P. E. CML ENGINEER. DEVELOPMENT CONSUl. rANT P.O. BOX 4368, SOl11lI DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 787-6556 SEAL PAGE @ COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE wRITTEN PERMISSION OF LAWRENCE E. BENNETT, P .E. 3.1 SECTION 3 ANCHOR 18x28 CHANNEL TO CONCRETE WITH 1/48 X 2-1/4-CONCRETE ANCHORS WITHIN 68 OF EACH SIDE OF EACH POST AT 24- O.C. MAX. OR THROUGH ANGLE AT 248 O.C. MAX. MIN. 3-1128 SlAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, VINYL, GLASS & MODULAR ROOMS . ..,.. . ~ . BEAM 1 HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1128 S.M.S. INTO SCREW BOSS 1- X 28 EXTRUSION 1-118- MIN. IN CONCRETE HEADER BEAM ..~ ALTERNATE CONNECTION DETAIL 18 X 28 WITH (3) #10 x 1-112- S.M.S. INTO SCREW BOSS (2) #10 X 1112- S. M. S. INTO SCREW BOSS ANCHOR 18 X 28 PLATE TO CONCRETE WI 1/4- X 2-112- CONCRETE ANCHORS WITHIN 68 OF EACH SIDE OF EACH POST AND 248 O.C. MAX. MIN. 3-1/2- SlAB 2500 PSI CONC. 6 X 6 - 10 X 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3- = 1'-08 (4) #10 X 112- S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 28 X 2- OR 28 X 38 OR 28 S.M.B. POST MIN. (4) #10 X 1128 S.M.S. @ EACH POST 18 X 28 EXTRUSION 1-1/8- MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3- = 1'-0- Lawrence E. Bennett, P.E. CMl ENGINEER. DEVELOPMENT CONSUL rANT P.O. BOX 4368, SOIJT1i DAYTONA, Fl32121 TELEPHONE (386) 767~n. FAX (386) 767 ~56 SEAl. PAGE ,~ C COPYRIGHT 2002 3-12 NOT TO BE REPROOUCED IN WHOLE OR IN PART WlTHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING WI (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1.314" TAPCON TO SLAB OR FOOTING SCREEN, VINYL, GLASS & MODULAR ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/6 x 6 . 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE .~ - ---~. 41 . (1) #5 l(J BARS WI 3" COVER (TYPICAL) . . . . BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 314" = 1'..()" 12" TYPE I TYPE II TYPE III FLAT SLOPE I NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING NOTES: 0-2./12" 2"/12". 1'-10" > 1'.10" 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALl BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB. 2. THE SLABlFOUNDATlON SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-112" (4" NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6.10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. (SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FORTH WALl FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. 2'..(). MIN. r BEFORE SLOPE I 1~JS[SISISI 3-112" (TYP. (1) #5 BAR CONT. ALLSLABS) I. __- ~ ~... . J SLAB-FOOTING DEl AILS SCALE: 3/4" = 1'.0. Lawrence E. Bennett, P.E. CML ENGINEER. DEVaOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (3861767~n.. FAX (3861767~ SEAL PAGE ) --'" 3-22 @ COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOllT THE WRIlTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS Table 3.1.1-110 Allowable Edge Beam Spans. Hollow Extrusions For Screen or Vinyl Rooms I Open or Partially Enclosed Structures For 3 second wind gust at 110 MPH velocltyj using design load of 19 t#lSF (32 #lSF for Max. Cantilever) Aluminum A1lov &0&3 T-6 2" ][ 2" x 0.0""" 2" x 2" x 0.055" Load Max. Span 'I.' I (bendlna 'b' or deflection 'd1 Load Max. Saan 'L' I (bendl IG 'b' or deflection 'eI') Width (ft.) 1 & 2 Span 3 Span .. Span Max. Width (ft.) 1 &2Span 3 Span .. Span Max. Cantilever Cantilever 5 4'''''' d 5'''''' b 5'-2' b "-1' d 5 4'.r d 5'-8' d 5'-r b 1'.2' d & 4'." d 4'-10" b 4'-8' b "..0' d 6 4'''''' d 5'-3. b 5'.1. b 1'.'. d 7 3'-'0. d 4'-8' b 4'''''. b 0'-". d 7 4'.1. d 4'-',. b 4'.9' b 1'..0. d 8 3'-8. d 4'.2. b 4'-1. b 0'-". d 8 3'.1'. d 4'.r b 4'-5. b 0'-". d I 3'-8. b 3'.". b 3'.10. b 0'-". d I 3'.9' d 4'-4. b 4'-2. b 0'-". d 10 3'-4. b 3'.9. b 3'-8' b 0'-'0' d 10 3'-r d 4'-1. b 3'.", b 0'-". d 11 3'.2" b 3'-r b 3'.5. b 0'.'0" d 11 3'-8' b 3'-1'. b 3'-9. b 0'.10. d 12 3'-1. b 3'-5' b 3'''''. b 0'.10" d 12 3'''''' b 3'-9" b 3'-r b 0'.10" d 3 ][ 2" X O.OM" 3. x 2" " 0.070. Load Max. SDan 'I.' / {bendlna 'b' or deflection 'd1 Load Max. SDan 'L'/lbendlng 'b' or deflection 'eI') Width (ft.) 1 & 2 Span 3 Span .. Span Max. Width (ft.) 1 &2 Span 3 Span .. Span Max. Cantilever Cantilever 5 4'-9' d 5'.10' d 5'.11' b ".2. d 5 5'-8' d 6'-11' d 7'-1. d "-5' d 8 4'-8' d 5'-8' d 5'-5' b "-i. d & 5'''''' d 6'-r d 6'-8' d 1'-4' d 7 4'-3' d 5'-2' b 5'..0' b 1'.1. d 7 5'.,. d 6'-3' d 6'-4' d 1'-3' d B 4'." d 4'.'0" b 4'-8. b "..0. d 8 4'.'0' d 5'-11' d 6'.,. b 1'.2. d I 3'-". d 4'.r b 4'-5. b 0'-11' d I 4'-8. d 5'-g. d 5'-8. b ".2. d 10 3'-9. d 4'''''' b 4'-2. b 0'-". d 10 4'-8. d 5'-6. d 5'-6" b 1'.'. d 11 3'-8. d 4'.2. b 3'.11' b 0'-1'. d 11 4'''''. d 5'''''. b 5'-2' b 1'.,. d 12 3'-r b 3'.'" b 3'.10' b O'.f" d 12 4'.3. d 5'-1. b 4'.". b 1'-" d 2"][ 3" x 0,045" 2" x"" x 0.050" Load Max. SDen '1..' / {bending 'b' or deflection 'd1 Load Max. SDan '1..'/ (bendl IIG 'b' or deflection 'en Width (ft.) 1 & 2 Span 3 Span .. Span Max. Width (ft.) 1 &2Span 3 Span "Span Max. Cantilever Cantilever 5 5'-". d 6'.11' b 6'-9. b ,'.s- d 5 S,-,. d ff-r b 9'-3. b 2'..0" d 8 5'-r d 6'-5' b 6'-2' b f'-5" d 8 T.r d S'-g. b S'-5" b ".1,. d 7 5'-3. b 5'.". b 5'.g. b "-4. d 7 7'-3. d S'-1. b 7'.'0' b "-10. d B 4'.". b 5'-8. b 5'-4" b "-3. d 8 6' -g. b 7'-r b 7'''''. b 1'.9" d 9 4'-8" b 5'-3. b 5'..0. b 1'-3. d I 6'.5. b 7' -r b 6'-". b 1'-8" d 10 4'-5' b 4'-11" b 4'.9' b "-2. d 10 6'-1. b 6'.g. b 6'.r b 1'.r d 11 4'-3. b 4'.9" b 4'.r b 1'.2. d 11 5' -g' b S'.5. b 6'-3. b 1'.r d 12 4'-0. b 4'.s- b 4'-4. b 1'.1. d 12 5'-6' b 8' -r b 5'.1'. b 1'-6" d ~ Nota: " Nx1ve spans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. CML ENGINEER. DEVELOPMENT CONSUl rANT P.O. BOX 4368, SOUllt DAYTONA. Fl32121 TElEPHONE (386) 767-4n4 FN< (386) 767~556 ~ SEAL PAGE 3.26 @ COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHO\JT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS Table 3.2.1-110 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow extrusions For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures For 3 second wind gust at 110 ,MPH velocItY: using design load of 12 "SF Aluminum Alloy 6063 T-6 Tributary Load Width W . Purlln Spacing Sections 3'-0'" I 3'-6" I 4'-0" I 4'-6" I 5'-0" I 5'-6" I 6'-0" I 8'-6" I 1'-0" I 1'-41" Allowable Height 'W I bending 'b' Of deflection 'eI' r x 2" x 0.044" Hollow 1'.11" d r-r d 1'-3" d 8'.11" d 6'-8" b 6'-4" b 6'-1" b 5'-10" b 5'-8" b 5'-5" b r x 2" x 0,055" Hollow 8'-5" d 8'-0" d 1'-8" d 1'-5" d 1'.2:' d 6'-11" d 6'-8" b 6'.5" b 6'-2" b 5'.11" b 3" x r x 0.045" Hollow S'-10" d 8'-4" d 1'-11" d 1'-8" d 1'-5'" d 1'-2:' d 6'-11" d 6'.9" b 6'-6" b 6'-4" b 3" x 2" x 0.070" Hollow 10'-6' d 9'-11" d 9'-6" d 9'-2" d S'-10' d s'-r d 8'-4" d 8'.1" d T-11" d T-9" d 2" x 3" x 0.045" Hollow 11'..{)" d 10'-S" d 10'''{)" d 9'-r d 9'-3" d 8'.11" d 8'-9" d S'-6" d S'-4" d 8'..{)" b 2" x 4" x 0.050" Hollow 14'-11" d 14'-3" d 13'-6" b 12'-8" b 12'-1" b 11'-6" b 11'..()" b 10'-7" b 10'-2:' b 9'-10" b 2" x 5" x 0.050" S.M.B. 20'-2" d 19'-1" d 18'-3" d 1T-7" d 16'-9" b 15'-11" b 15'-3" b 14'-8" b 14'-2" b 13'-8" b r x 6" x O.OSO" S.M.B. 23'-6" d 22'-4" d 21'-4" d 20'-5" b 19'-4" b 18'-5" b 11'-8" b '6'.". b 16'-4" b 15'.9" b Spans I heights may be Interpolated. Table 3.2.1,,120 Allowable Upright Heights, Chair Rail Spans or Header Spans" Hollow extrusions For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures For 3 second wind gust at 120 MPH velocity; using design load of 14 "SF Aluminum Alloy 6063 T-6 Trlbutllry Load Width W' · Purlln Spacing Sections 3'-0'" I 3'-6" I 4'-0" I 4'-6" I 5'-0" I 5'-41" I 6'-0" -I 6'-6" I 1'-0" I 1'-41" Allowable Height 'H'I bending 'b' or cIetIectIon 'eI' 2" x 2" x 0.044" Hollow T-r d T-2" d 6'.11" d 6'-6" b 6'.2:' b 5'.11" b 5'-8" b 5'-5" b 5'-3" b 5'-1" b r x 2" x 0,055" Hollow 8'..{)" d T-7" d T..." d r..{)" d 6'-9" b 8'.5" b 6'.2:' b 5'.11" b 5'06" b 5'-6" b 3" x 2" x 0,045" Hollow 8'-4' d T-11" d T-7" d 1''''" d T-1" d 6'-10" b 6'-e- b 6'-3" b 8'..{)" b 5'-10" b 3" x r x 0,070" Hollow S'-11" d 9'-5" d 9'..()" d 8'-8" d 8'-6" d 8'-1" d 1'-11" 'd T-8" d T-e- d T..." d r x 3" x 0.045" Hollow 10'-S" d 9'-11" d 9'-a- d 9'-2" d S'-10" d 8'.r d 8''''" d T-11" b 1'06" b T-S" b r x 4" x O,OSO" Hollow 14'-3" d 13''''" b 12'-a- b 11'-9" b 11'-2:' b 10'-8" b 10'-2:' b 9'.9" b 9'-6" b 9'.1" b 2" x 5" x 0.050" S.M.B. 19'-1" d 18'.2" d 11''''" b 16'-4" b 15'-6" b 14'.Q" b 14'-2:' b 13'-7" b 13'-1" b 12'-8" b 2" x 6" x O,OSO" S.M.B, 22'''''" d 21'-3" d 20'..()" b 18'.10" b 1T.11" b 17'.1" b 16'-4" b 15'-8" b 15'-2" b 14'.r b Spans may be Interpolated. Table 3.2.1-130 . Allowable Upright Heights, Chair Rail Spans or Header Spans. Hollow extrusions For Screen Rooms or Vinyl Rooms I Open or Partially Enclosed Structures For 3 second wind gust at 130 MPH velocity; using design load of 16 "SF Aluminum Alloy 8083 T -41 Trlbutarv Load Width W' . Purlln SDllClna SectIons 3'-0'" T 3'-6" T 4'-0" I 4.... I 5'-0" I 5.... T r-o" 'I' r-6" I 1'-0" I 1'''' Allowable Hell ht 'H'I bendlna 'b' Of deftectJon 'eI' r x 2" x 0.044" Hollow T-3" d 6'-11" d 6'-a- b 6'-1" b 5'-9" b 5'-6" b 5'-3" b 5'.1" b 4'-11" b 4'-9" b r x 2" x 0.055" HoUow Nl" d 1'''''" d 6'-11" d 6'-8" b 6''''" b 6'..()" b 5' -S" b 5'-8" b 5'-4" b 5'-2:' b 3" x 2" x 0.045" HoUow T.11" d T-r d T-3' d 6'-11" d 6'-8' b 6''''" b 6'-1" b 5'-10" b 5'-8" b 5'-6" b 3" x 2" x 0.070" Hollow 8'-6" d 9' ..()" d 8'06" d 8''''" d 8'..{)" d TJ.1' d r.r d 1''''" d 1'.2' d T..()" d 2" x 3" x 0.045" Hollow 10'..()" d 9'-8" d 9'-1" d 8'-9" d 8'-S" d 8'-1" b 1'-9' b T-a- b T-2" b 6'-11" b r x 4" x 0.050" Hollow 13'-6" b 12'-6" b 11'-8" b 11'..()" b 10'-5" b 9'.11" b 9'-6" b 9'-2:' b 8'.10" b 8'-6' b 2" x 5" x O.OSO" 8.M,B. 18'-3" d 1T-4" b 16'-3' b 15'-3' b 14'-6" b 13'.10' b 13'-3" b 12'.9" b 12'-3' b 11'-10" b 2" x 6" x 0.050" 8.M,B. 21'-4" d 20'..{)" b 18'.9' b 1T-8" b 16'-9" b 15'-11" 15'.3" b 14'-8" b 14'-2" b 13'-8" b Spans may be Interpolated. Lawrence E. Bennett, P.E. CNU. ENGINEER - DEVELOPMENT CONSUL rANT P.O. BOX 43611, soum DAYTONA, Fl32121 TElEPHONE (386) 767..n~ FAX (386) 767~556 SEAL PAGE @ COPYRIGHT 2002 3-44 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNf:TT, P.E. .~ J ~ SECTION 7 ALTERNATE CONNECTION: (3) #8 SCREWS PER PAN WITH 1- MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 X 1-112- S.M.S. (2) PER RAFTER OR TRUSS TAil #10 X 314- S.M.S. @ 12- O.C. EXISTING FASCIA FOR MASONRY USE 1/4- x 1-1/4- MASONRY ANCHOR OR EQUAL @ 24- O.C. FOR WOOD USE #10 x 1-112- S.M.S. OR WOOD SCREWS @ 2-0.C. EXISTING HOST STRUCTURE: WOOD FRAME. MASONRY OR OTHER CONSTRUCTION SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS I ROOF PANEL TO WALL DETAIL SCALE: 3- = 1'-0- / ....-/ SEAlANT HEADER (SEE NOTE BELOW) ROOF PANEL SEALANT HEADER (SEE NOTE BELOW) ~ ROOF PANEL #8 x 112- S,M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 1/2- LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112- WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 X 112- SCREW EACH, THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 X 1- OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 X 9/16- TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 112- S.M.S. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTli DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (366) 767-6556 SEAL PAGE J 7-2 @ COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOllT lliE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. . SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1,4 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3- x 12- x 0.024- 2 or 5 Rib Rlalr Panals Glass Rooms Open Structuru Screen Rooms Partlally Encloaed EncloHd Ovemang I Wind Mono-Sloped Roof Cantilever Region 1&2 3 .. 1&2 3 .. 1&2 3 .. 1&2 3 4 All span span apan span span .pan .pan span span .pan .pan .pan Roofs 100 MPH 10'-10" 13'.11" 14'-3" 16'-1" 19'-10" 20'-3" 9'-10" 12'-8" 12'-11" 10'-4" 14'-7" 14'-11" 4'..0- 1110 MPH 10'-2. 13'-2" 13'-5" 15'-r 19'-2. 19'-r 9'-3. 11'-5. 11'-8" g'-8" 13'-8" 13'-11" 4'.()" 120 MPH g'.r 12'-5" 12'-8" 14'-8. 18'-2" 18'-6" 8'-9. 10'-9. 10'-11" 9'.1" 12'-11" 13'-2" 4'..0- 123 MPH g'-5" 11'-8" 12'-5" 14'-8" 18'-1. 18'-5" 8'-r 10'-r 10'-10" 8'-11" 12'-9" 12'.11" "'.()" 130 MPH 9'-1" 11'-3" 11'-6" 14'..0- 11'.... 11'-8" 8'-3. 10'-3. 10'-5" 8'-8" 12'-3" 12'-8" 4'.()" 140 MPH 8'-8" 10'-8" 10'-11" 13'.S" 16'-r 16'-11. 1'-10" g'.g. 9'-11" 8'-3" 10'.2" 10'-11" 3'-11. 150 MPH 8'-3" 10'.2" 10'-5" 12'-go 15'-9" 16'-1" T-ff' 9'-3" 9'-5" 1'.10" 9' -g" 10'-5" 3'-10. 3- x 12- x 0.030- 2 or 5 Rib Rlaer Panels Glass Rooms Open Struauru Screen Rooms Partially EnclOHd Enclosed Ovemang I Wind Mono-Slopad Roof Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 .. 1&2 3 .. All .pan .pan .pan .pan .pan span span span span .pan span span Roofs 100 MPH 11'-8" 11'-4" 17'-9" 11'-4" 21'-5" 21'-10" 10'-'7" 13'-9" 13'-11" 12'-9" 15' -g" 17'-8" 4'.()" 110 MPH 10'-11" 14'-3. 14'-6" 16'-9" 20'-9" 21'-2" 9'-11. 12'-11" 13'-2" 10'-5" 14'-10" 15'-1" 4'.()" 120 MPH 10'-4" 13'-5" 13'-8" 1 S'-1 0" 19'-r 20'..0- 9'-S" 11'.r 12'.S- 9'.10" 13'.11" 14'-3" 4'.()" 123 MPH 10'-2" 13'-2" 13'-5" 15'.10" 19'-6" 19'-11. g-a- 11'-5" 11'-8" g'-8" 13'-go 14'.(). 4'.()" 130 MPH 9'-10" 12'-8" 12'.11" 1S'-2" 18'-8" 1 9'-1 " 8'-11" 11'.()" 11'-3" 9'-4" 13'-3" 13'-8" 4'..0- 140 MPH 9'-4" 11'.'7" 12'-4" 14'-6" 17'-11" 18'-4" 8'-6" 10'-6" 10'-8" 8'-11" 12'-'7" 12'-10" 4'..0- 150 MPH 8'-11" 11'.()" 11'-3" 13'.go 16'-11" 17'-4" 6'-1" 10'.()" 10'.2" 8'-8" 10'-6" 12'-3" 4'.()" S- x 12- x 0.050- 2 or 5 Rib Rlsar Panels Glass Rooms Open Struau.... Sc:raen Rooms Partially Encloaecl Encloaad Ovemang I Wind Mono-Sloped Roof Cantllaver Region 1&2 3 4 1&2 3 4 1&2 3 .. 1&2 3 4 All span span span .pan .pan apan span span .pan span .pan .pan Roofs 100 MPH 14'-3" 20'-4" 20'-8" 20'-3" 25'..0- 25'-6" 12'-11" 18'-5" 18'-10" 14'-11" 20' .()" 20'-5" 4'.()" 110 MPH 13'-5" 19'.1" 19'-6" 19'-r 24'-3" 24'.9" 11'-8" 11'-4" 11'-8" 13'.11" 18'-3" 18'-r 4'.()" 120 MPH 12'-8" 11'.11" 18'-4" 18'-'7" 22'-11" 23'-5" 10'-11" 14'-3" 14'-8" 13'-3" 16'-4" 17'-'7" 4'.()" 123 MPH 12' -S- 17'-8" 18'..0- 18'-6" 22'-10" 23'-3" 10'-10" 13'-11" 14'-3" 12'.11" 16'-1" 16'-5" 4'.()" 130 MPH 11'-6" 14'-10" 1T.S- 11'-8" 21'.10" 22''''" 10'-5" 13'-8" 13'.9" 12' .e" 15' .e" 1S'-9" 4'.()" 140 MPH 10'.11" 14'-2" 14'-S" 18'.11" 20'-11" 21'-5" 9'-11" 12'.10" 13'-1" 10'-5" 14'-9" 15''()" 4'..0- 150 MPH 10'-5" 13'.e" 13'-9" 16'.1" 1 9'-1 0" 20'-3" 9'-6" 12'-3" 12'-6" 9'.11" 14'-1" 14'-4" 4''()" Note: Total roof panel wldIh = room width + wan width + overhang. Lawrence E. Bennett, P.E. CML ENGINEER. DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TElEPHONE (386) 767-4n4 FAX (366) 767.eS56 SEAL PAGE @ COPYRIGHT 2002 7-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WTTHOVT lliE WRmEN PERMISSION OF LAWRENCE E. BENNETT. P.E. . -Y J --'