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Home My WebLink About98-7965 BUILDING PE,RMIT 796513 ~().lJl) BUILDING ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 AFTER HOURS PHONE NUMBER (813) 788-5262 PLUMBING MECHANICAL Permit Date 9- / ~-9?" Sewer Conn :::::,~,:~jJ!;a.~ J~iu?!it Parcell.D. # ;;..Y-;J./,-.2.I... V 036... n t9t90t:/ 'T L( Zoning: Energy Code: Radon Gas: ~y ~ De,c,;ot;on of Wo<k ..h' A "''''At AA?"., oM. ti:1fj ~<. f-.. :{ / - ~ / Water Conn: Water Meter: T.I.F.'s: ~~ FINAL /Q., I~ - 9& DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. City License Registration # State Certified License# :l-b Inspector Permit Fee 6---..3. 9 b SignaturefJn~<<. /J. ~.IJQ Company Address Telephone# DATE 18, '-L Valuation or Contract Price '-.S- 7 '7 0 . tlV ./ ./3 ~ JI. c"kL.dT BUILDING ELECTRICAL Ftr. ~pl/9i 60b Tp. Servo Pre SLB Rough In Lintel Meter Can FRM. Const. Pole Insul. CL Pool WL Pre-Meter 1 /;;) fq~ gob Final Driveway PLUMBING MECHANICAL SLB Tub Set Water Sewer Final Breakers Ducts Ins!. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($1-&:'0'0) shall be made for each trip for each trade: :L...!)-: iJV Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site. Plans not at job site. Work not accessible. a. b. c. d. e. f. g. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. I. i . ~ I:: ! ;'V f\L0. I.' I' I.: I, ! . ~ i ' , '" ,': : i: "...- , ~1+ 1/1 Lci>'N~M.."?~~ I,~ , '!J 'Y'\ ~ /... W.:ri Lf'vr?-lLL vi f1LL.K \) jSLV 0 ...- 1". ,'" b 0 :J ! '-?-f-U. . "01':' /5_ 0J x X ~. F-\ :5q. 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'" ~.~ ~~ }- ~~, v ~ "CJ ~ .~.I::J ~.':: "" \J ~~ ~ ".. ~~ ' ,~ ~ ~\()" ~'>-< 1'-.) ~ ~VJ ~ ~ '~ -K \J ~ \---- ~ ~ (5 J" ~ ~ ~ ~ .~~ '- ~ ~~ ~K. ~ l$ ~ '.J ~ ~~ ,~ I~~ ~ ~ ~ \'\} ""!( ~ \~ It) ~~~ ~,{J """ ~ ~ ~ \~ ,\:) ~ .+.:::. ~ \- \J ~ /".J V\~ \.... ""-. 0.... ~ " \~ ~ /"-,) \.lJ ~~ ~~ ::>.... ':~ ~ ~ ''-~ ~ \. .~ "" ~ '- " ~ ~ ~ '- ~ ~ I.l:l t:.i " Ir, " ~ .~ \~ '::l.:: '"" ~ ~~~ ~ r< \' ~~ '\J ~ '\ ,..:: ~\J~ . ~ \; 'V) "~ '^-. {~~ "-l llJ ~ ~ ~ ~ ~ , '-J I r-:::. '-J rf~ o ~ .~ ?-: ------- "0 ~ ~ ~ .lJ ~ . \oJ .~ r-~--1 1 " .. ~ \~ .~ ~ ~.'\) l\ ~ h:. I )~ oJ ~ '\)~ ~V) C) ~ ~ -...; "l " \ '>~ \~ NJ ~'-'\ \ ~ ~ ~ ~~~~ '0( .......... ~ ......... ~ \) ~.,- )-.::. '- () \J " \ ~~ "'-~ ......... ~ ~ "\""' . ~ G~\) .~ ......... \J~ ~~\u , "l ~ \~ c::; ~ "- V\ l-lj \~ \0 ~ ,- "1\ '~ <::l..... IU .10 ~ '-) '~ ..... ~ ~ \.) l\j V\ "'-.J .-.....j ~ ~ ~ ,I.u 't- --.... Vj .~~ ....... ~~ ~~ ~ ~t {::" ~ \. ~~~~ ~ ~~ J-U ~~ '-.....J ~ 1~ ~I).".~ ~~~ ..... ... r-'~ -1 J ~ " 1 ~~~ r--~-, J t--...... ~ ~.~~ r-- =~ --1 J <:"'l/" '- ~=~~ ~ <:;!: \-- ~ .~~ ~ ~ ~ ~~ t:: ~ <::> 'Q \.) ~'0 ~ ~~~ ..........+-.:::: ~ ~ ~ "\j ~ ~ -::::.' ~V)~ :") ~ ~~ ~~ ~~ SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS - SEE CONNECTION DETAILS ~ PAN OR COMPOSITE ROOF PANEL SEE SECTION 7 TOP PLATE P.T. OR WITH VAPOR BARRIER AT ALUMINUM ROOF ~ :I: UJ ..I CO o ~ CJ I ;i:; I- \!l x UJ ~ 2' x 4" LUMBER TOP PLATE @ ROOF -- SEE CONNECTION DETAILS 2' x 2" ALUMINUM OR 2" x 4" LUMBER #2 SPF. (MN) SHEA THNG: 7/16" O.S.B. OR V2" PLYWOOD WITH STUDS 24" ON CENTER OR i r-- UJ ~ o :I: 12' x PAN (SEE TABLE) USE W ~ TO SELECT PAN FOR REQUIRED SPAN CO o ~ ~ I" W 1 VARIES (/) X UJ FOR FRONT BEAM USE L . W I 2+0VERHANG ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 114" x 3 114" TAPCONS @ 16" OC FOR MASONR; #16d COMMON @ 16" O.C OR #10 x 3 ,/," FOR WOOD, AND #10 x 2 ,/," SMS FOR 1" x 2" ALUMINUMI #10 x 3 ,/, SMS FOR 2" x 2" ALUMINUM. ALUMINUM POST AND BEAM ~- ----- SHEA THNG: 7/16' O.S.B. OR V2' PLYWOOD WITH STUDS 24' ON CENTER OR STRUCTURAL GRADE THERMAL PLY WITH STUDS AT 16' ON CENTER 2' x 4' PRESSURE TREATED PLATE WITH 3/8' x 4-1/2" CONCRETE ANCHORS AT 4'-0' ON CENTER SEE SLAB DET ALS UTILITY SHED AND CARPORT WALL SECTION t ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 X 1/2' S.MS. WI WASHER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 X 1/2' SMS. WI WASHER. 3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" X 3' CONCRETE ANCHORS. 4. ANCHOR COLUMN TO BASE PLATE WITH 1-114" S.S. BOLT. 5. ANCHOR SHEETING AS FOLLOWS: A. PLYWOOD #ad COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD. B. STRUCTURAL GRADE THERMAL PLY PER MANUFACTURER'S RECOMMENDATIONS OR #6 X 1 1/4" DECK SCREWS @ 6" O.C. EDGES AND 12" O.C. FELD AS A MINIMUM Lawrence E. Bennett, P.E. ClVL ENGIEER . DEVELOPIENT CONSU.. TANT P.O BOX 4368, SOllll-t DAYTONA. Fl. 32121 ~ (904) 767-4n4 FAX (904) 767.6556 SEAL PAGE 50 @ COPYRIGHT 1996 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT Tl-E WRITTEN PERMSSlON Of' LAWRENCE E. Be#ETT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS. SECTION 2 't" IS THCKNESS OF REQUR:D POST I :.,. C\j' L N ~ ~ TOP OF GRADE 3' x 3' POST SEE TABlE (2) 2" x 2" x 'r ANGLE OR (1) U GHANa.. x "r 3/8' x 3-V2" BOLT SO La 2500 PSI CONCRETE PRE-M)( 3' x 3' BASE 1 . " 1 16' ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION r POST N CONCRETE t4 BAR 12" LONG POU:U:O CONCRETE REFER TO TABlE 2 . 4 N ~ I C\j ~ 3' x 3" POST ~ BOLTED TO ANCHOR RISER 2-3/4' x 2-3/4' x 2-V2" LONG x VS' T\.ENG waDED ~CT1ON o I ~ J.-- ~ LL-1Y FASTEN PER TABlE 2 . 5 12" x 12" x V4" PlATE 3-V2" CONe. SLAB ISOLA TED FOOTING BASE ANCHOR CONNECTOR FOR POST TO SLAB NECTION (1) 15 BAR CONT. 2'-0' MIN. N BEFORE SLOPE ~ f 1" c? ~ TYPE I FLA T SLOPE I NO FOOTI-IG o - 2' I 12' TYPE II MOOERA TE SLOPE FOOrnG 2"/12" - f -10' TYPE I II STEEP SLOPE FOOrnG > 1-10" NOTES: t NO FOOTING REQlJRED EXCEPT Wt-EN ADORESSN3 EROSION EXCEPT FOR EXlSrnG SLAB WITHOUT REN=ORce.ENT. nEN TRBUTARY ROOF AREA LMTED BY TABlE 2 . 4 2. MONOUTHC SLABS OR FOOrnGS SHALL BE MN. 2,500 PSI CONCRETE WITH 6x6-1Ox1O WELDED WRE MESH OR FBER MESH MAYBE USED N LEU OF MESH. 3. F LOCAL BULDNG CODES RE~S A MNYl.t.1 FOOrnG USE TYPE I FOOrnG OR FOOTING SECTION RE~ BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. avL EJ>DoEER - DEVB..OPIENT COHSU. T ANT P.O. BOX 4368, SOU1li DAYTONA, F1. 32121 TE1.B>HClIE (Q004) 787-4n4 FAX (Q004) 787-11656 SEAL @ COPYRIGHT 1998 "lOT TO BE REPRODUCED N WHOU: OR N PART WITHOUT THO WRITTEN PEfMSSION OF LAWRENCE E. BENETT, P.E. PAGE 53 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL 2" x 2" x 0.063' ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS ALl..t..flJM TUBE COL~ EXTRUDED ALUMNJM BASE OR BREAK FORMED lJ-CLIP CORROSION RESISTIVE STEEL ~U BOLT PER SCHEDUlE CONCRETE ANCHORS PER SCt-EDll..E CONCRETE SlAB OR FOOTNG TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE NOTE: ATTACHMENT DET ALS SHOWN REQUIRE DIAGONAL BRACNG FOR FREE- ST AJIDIIlG COVERS Lawrence E. Bennett, P.E. avL ENOHEER - OEVaOAENT ccwsu. T ANT P.O. BOX <4368, SClUTH DAYTONA. FL 32121 TB...EPHOIE (g().4) 787-4714 FAX (g().4) 787-8668 SEAL PAGE 54 @ COPYRIGHT 1996 NOT TO BE REPROOUCED N WHOLE OA N PART WITliOlJT TIt:: WRITTEN PERMSSION OF LAWRENCE E. BEJ'.N:TT, PE. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS ~ ROOF PA/'EL SEE SECTION 7 > ANCHOR PER DETAL FOR PAN OR COMPOSCTE PANEL SEE TABLE 2 . 3 FOR f'O.4BER OF BOL TS AND SIZE OF POST BEAM AKJ POST SIZES SEE TABLE 2 . 1 , 1, TABLE 2 . 1 . 2 AtoI:l/OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COLUMN NOTCt-ED TO sur SIDE NOTCH POST TO, BEAM CONNECTION i > ROOF PAtEL SEE SECTION 7 ANCHOR PER DETAL FOR PAN OR COtJPOSCTE PMEL SEE TABLE 2 . 3 FOR M..M3ER OF BOLTS AND SIZE OF POST BEAM AKJ POST SIZES SEE TABLE 2 , 1 . 1, TABLE 2 , 1 , 2 AtoI:l/OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COLUMN NOTCt-ED TO sur , , ,y,., ~ ~..>> "'" - ... - Lawrence E. Bennett, P.E. aYL ENO#EER - DEVELOPMENT CONSC.L T ANT P.O. BOX 4388, 8Ol1Tli DAYTONA, Fl 32121 TEI..EPl-lON: (g().4) 787.4n4 FAX (g().4) 787-8668 SEAL PAGE 56 @ COPYRIGHT 1998 NOT TO BE REPRoouCeo N WHOlE OR N PART WITHOUT nt: WRrTTEN PERIotSSION OF LAWRENCE E. f3EIoIoETT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.1: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T~ Wind Zone = 102 MPH I 110MPH I 120 MPH I 125 MPH I 140 MPH Applied Load = 1711/ Sq. Ft. I 2011/ Sq. Fl I 2311/ Sq. Fl I 2611/ Sq. Fl 32# I Sq. Ft. Load Width 2" x 3" x 0.050" Hollow TIlt 5' g'.g" 'g'.{)" 8'.5" 7'.11 " 7'.1 " 6' 8'.11" 8'.3" 7'-8" 7'.2" 6'-6" 7' 8'.3" 7'.7" 7'.1 " 6'-8" 6'.{)" 8' 7'.g" / 7'.1 " 6'-8" 6'.3" 5'-8" 9' 7'.3" 6'-8" 6'.3" 5'.11 " 5'-4" 1 0' 6'.11" 6'-4" 5'.11" 5'.7" 5'.{)" 11' 6'.7" 6'.1" 5'-8" 5'-4" 4.10" 12' 6'-4" 5'.10": 5'.5" 5'.1" 4'.7" Load Width 2" x 3" x 0.050 Hollow 5' 11'.1" 10'.3" g'.7" 8'.11" 8'.1" 6' 1 0'.2" g'-4" 8'.9" 8'.2" 7'.5" 7' 9'.5" 8'.8" 8'.1" 7'.7" 6.10" 8' 8'.9" 8'.1" 7'.7" 7'.1" 6'.5" 9' 8'.3" 7'-8" 7'.1 " 6'-8" 6'.{)" 10' 7'.10" 7'.3" 6'.9" 6'-4" 5'.9" 11' 7'~" 6'.11" 6'.5" 6'.1" 5'-6" 6'.2" 5'.10" 5'.3" 5' .. 10'-6" 9'.11" 8.1'" I ~ 11 '.2" 10'-4" ~ g'.{)" 8' .2" 1 0'-4" 9'.7" 8'-4" 7'.7" 9'.8" 8'.11" 7'.10" 7'.1 " g' 9'.2" 8'.5" 7'.10" 7'-5" 6'-8" 1 0' 8'-8" 7'-11 " 7'.5" 7'.{)" 6'-4" 11' 8'.3" 7'-7" 7'-1 " 6'-8" 6'.{)" 12' 7'-11 " 7'-3" 6'-10" 6'.5" 5'.9" Load Width 2" x 4" x 0.050" Hollow S' 13'.9" 12'-8" 11'.10" 11'.1" 1 O.{) 6' 12' -7" 11' -7" 10'.g" 10'.2" 9'-2' 7' 11 '.7" 10'-8" 9'.11" 9'.5" 8'-6" 8' 1 0'.10" 10'.{)" g'-4" 8'.9" 7'.1'" 9' 1 0'.3" 9'.5" 8'.10" 8'.3" 7'-6" 1 0' g'-g" 8'.11" 8'-4" 7'.10" 7'.1 " 11' 9'.3" 8'-6" 7'.11 " 7'-6" 6'.9" I 12' 8'.10" 8'.2" 7'-8" 7'.2" 6'-6' Load Width 2" x 4" x 0.038" x 0.100" Self Mating Beam S' 14'-6" 13'-4" 12'-6" 11 '.g" 10'.7" 6' 13'.3" 12'.2" 11 '-4" 10'-8" g'-8' 7' 12'.3" 11'.3" 10'-6" 9'.11" 8.11 " 8' 11'-1)' 10'.7" 9'.10" 9'.3" 8'-4" 9 lU'.1U' 9'.11" 9'.3" 8'.9" 7-10" 10' 1 0'.3" 9'.5" 8'.10" 8'.3" 7 '-6" 11' g'.g" g'.{)" 8'.5" 7'.11 " 7'.,,, 12' g'-4" 8'.7" 8'-1" 7'.7" 6., 0" Example: For 2" x 4" x 0038" x 0 100" Self.Matlng Beam: Beam span between uprights use load Width to enter table For' 2' Roof Panel + 2' Overtlang. Load 'Mdth = L W = 12' / 2 + 2' OH = 8' . Enter table on left at 8' read allowable span under reqUired load Thusfor 100 M P H wind load/live load or 17 #/Sq Ft and Load Width = 8'.0' Max1mumBeam$panfor2"x4"x0038"x0100"= _ J 11'-5" I Spans do not Include length of knee brace Add honzontalleng h of knee brace to above spans for lotal Deam spa n 5 Lawrence E. Bennett, P.E. avL ENGIEER - DEVElOPJ.ENT CONSU. T ANT P.O. BOX 4368, SOUlli DA YTaNA, FL 32121 TB..EPHQIIE (9004) 787-" n" FAX (9004) 787.8556 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PART WTTHO\JT Tl-E WRITTEN PERt.tSSlON OF LAWRENCE E. BENIETT, P.E. PAGE 59 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.2.1: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS ------- ---_.__.~----------- -_. -- --. .--.------ ---- Aluminum Post :__ n==~jnd L~a~d::=-_==-::___L102 MPH I 110 MPH I 120 MPH~l 125j~W8~ ,140 MPH ____~~Loild =_______~7 #/Sq. Ft. i 20 #/Sq. Ft. 1~~_Ft._J_~#/~q; Ft. ~2 #/Sq. Ft. Maximu"! ___ _ .n' Allowable Roof Area In S~~~_E~e!f~r Variou~ Loads on Post Height LOild JI'! l:-_bs -i-_~" x 2" x 0.044" Hollow ~xtrusJ~,!_or m 7'-4" . .2,Q?~_ ___1~.L_~__1 03__ -l-. _ _ 90 8'-7" 1,548 91 . ,.77 67 9'-10" 1;?:04 - ?_1~-===-=-~O---- ~... 52 11 '.1 " 903 53 45 39 -- --._------ .--- - .------------- - H~l9..ht L~!cll!!.!_!>.!' 2" .!l_~~_ 0.050" ~ollo..... Extrusi~n or 8'-2" 2,7~6_ 1~L 13_? 119 105 86 9'-6" 2,502 147 125 109 96 78 . __ _on _n_____ ...__ 10'.11" 1,596 94~9 ~9 61 50 12'-3" 1,197 70 60 52 46 37 Height. . - LoadlnLbs -T-3"x-2"-x-6.oio"Hoflow Extrusion - A-Iumlnum Alloy 6063 T-6 ----8'.2" -----3,4oa--'---206------;--170----'-u-148 . -131 107 - ---.-. -- --.- -. --- - ---- -.------- .- --+ "-- - '---- ----t-o -____.._____ - _... ._ ,_ 9~=~" __ .2,~5~..+_1~____j____1_2_8 _.. i . 111 . 98 80 _J O'-!] "_ _+_ .J,-~? __ __~__ 11? 1-----99 ----1 ____.?~ _ _;. ?6_ 62 .__l2'._~~_ _1~_~ 88 7~_-1___J?L__ _ L. _ 57 47 He1.9ht . Load in Lbs I 3" x 3" x 0.040" Roll Formed - Aluminum Allo~ 3105 H-14 ~~:~~:~_n_~_ t~~~-.=j -~~~ ---~-- ~~fL ----+=;~~-=--- ~r-- -:. - 13'-4" - -1:389-.----82----:----69----;---60 .- 53 15;~0" -1~04y--1----61--+- -52----;- - -45--' 40 .---- ----------1----------.-----1.----.--_.----l-_.._._ _ _ . Height Load in Lbs . 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14 -11'-0" -- --3,f66-- ~.J----21f-":-~J~q_:_"1-- -157..' -138 12'-10" 2,700 159' 135 . 117 104 14'-8-"-2~f60 -; --f24- - - 105- u.~ 91 81 16'-6" 61 79 60 46 35 65 48 38 28 74 56 43 33 15'.10" 17'-10" Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W': A = S x (W/2 + O.H.); If'S' = 7', W = 12', and O.H. = 2' then: 'Area' = 56 Sq. Ft. For a 10'.11" post and 120 m.p.h. wind load or 23 # / Sq. Ft. post choices are: 1) 2" x 3" x 0.044" Hollow Extrusion 2) All post sizes listed below the 2" x 3" x 0.044" Hollow Section Note: Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof. On the other hand, a 3" x 3" Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of area. Thus, design must satisfy both height and area requirements. Lawrence E. Bennett, P.E. avL ENGtIEER . 0EVa0PlENT CON3U. T ANT P.o. BOX 4368, SOlJTli DAYTONA, FL 32121 TEI...EPHClt.e (904) 767- <4 n "- FAX (904) 767.6556 SEAL PAGE 62 @ COPYRIGHT 1998 NOT TO BE REPAOOUCED ~ WHOlE OR ~ PART WITHOUT TtE WRITTEN PERMSSlON OF LAWRENCE E. 6EH'.ETT, PE. SECTION 2 A TT ACHED & F~EEST ANDING COVERS AND UTILITY SHEDS Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Minimum 2" x 4" x 0.038" x 0.100" Self Matin Beam 2" x 6" x 0.050" x 0.120" Self Mating Beam I 2" x 7" x 0.055" x 0.120" Self Matin Beam I 2" x 8" x 0.072" x 0.224" Self Mating Beam 2" x 9" x 0.072" x 0.224" Self Matln Beam ! 2" x 9" x 0.082" x 0.306" Self Matin Beam 3"x 3"x 0.060" Scallo ed 3"x 3"x 0.060" Scalloped 3" x 3" x 0.093" '4" x 3" x 0.093" 3" x 3" x 0.125" 3" x 3" x 0.125" 2 2 3 3 Table 2.4: Footings - Maximum Roof /vea for Carport Posts Wind Zone = A lied Load = Existing Slab on G-ade with unknown reinforcement 20 17 15 13 10 Isolated Footing Dimensions" 1 '-0" x 1 '_0" x 1'-0" 1'-4" x 1'-4" x 1'-4" ! l' -6" x l' -6" x l' -6 " ! l' -8" x l' -8" x 2' -0 " 1 ' -8" x l' -8" x 2' -6 " 2'_0" x 2'-0" x 2'-0" 2'_0" x 2'-0" x 2'-6" 2'_6" x 2'.6" x 2'.6" 2'-6" x 2'-6" x 3'-0" .. Notes: Isolated Footing is a poured concrete rectangular solid (Length x VVidth x Depth). Slab on grade must be new or in good condition. Maximum Attributable Roof Area in S uare Feet 30 26 22 20 16 59 50 43 38 31 77 66 57 51 41 120 102 89 78 64 150 127 111 98 80 155 132 115 102 83 194 165 143 127 103 270 230 200 177 144 324 276 240 212 172 Pre-Cast Block Footing Pre-cas t footing block ( 16" x 16" x 4" ) at 24" below grade with 80 # bag pre-m ix concrete and backfilled to rade. Dimensions Maximum Attributable Roof Area in Square Feet ! 1'-4" x 1'-4" x 2'-4" 102 87 76 67 54 Lawrence E. Bennett, P.E. CtVl. ENGIEER - DEVELOPMENT CONSl.I. T ANT P.O. BOX 4368, SOUTl-l DAYTONA, FI.. 32121 TB..EPHQtoE (9().4) 767-4n4 FAX (9().4) 767-6556 SEAL PAGE 64 @ COPYRIGHT ,gga NOT TO BE REPROOUCED N WHOlE OR N PART WITHOUT THO WRITTEN PERMSSlON OF LAWRENCE E. BEJoH:TT, PE SCREEN, VINYL & GLASS ROOMS SECTION 3 .' 3-1/2. SLAB ON GRADE OR RAISED FOOTING LW FOR MAX. lPRIGHT LENGTH ~ I ROOF SB..ECT EDGE BEAM TABLE 3 . 1 . 1 AN>/OR TABLE 3 . 1 . 2 J: 1"x2'" --1 VARES NO MAX. (aEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLD RoOF: TYPICAL FRoNT YEW FRAMING . (t-EIGHT OF UPRIGHT IS MEASlR:I) FROM TOP OF 1"XZO PLATE TO BOTTOM OF WALL BEAM) AL TERNA TE C~CTION AT FASCIA ALLOWED SEE SECTION 7 FOR DET ALS SOUD ROOF LOAD WDTH FOR ROOF PAN3..S ~ rr= L:;+ P/2 SIZE BEAM AN> COLUMNS PER TABLES J O.H. EXlSffiG STRUCTURE VARES P . PRO.ECTION FROM BLDG. L W - LOAD WDTH L P VARES --l GLASS ROOM NOTES: ANCHOR 1" x 2'" OPEN BACK EXTRUSION WITH V4"x2-V4. CONCRETE FASTeER MAXJ..<<.J.1 OF Z-O" ON CENTER AN> WJlK'.I 6" OF lPRIGHT ANCHOR 1" x 2'" TO WALL WITH 2-V2'" #10 SHEET METAL SCREWS WITH WASH:RS Z-O" ON CENTER. ANCHOR BEAM AN> COLUMN tITERNALL Y OR WTH ANCHOR a..PS AN> #10 SCREWS AN> W ASH:RS. MNMUM SLAB Tl-lClQlESS FOR SLAB ON GRADE IS 3- V2'" CONCRETE. SaECT FRONT WALL BEAM FROM TABLE ~G LARGER "A" VALUE OF P/2 OR P/2 + O.H. "PO IS CLEAR DISTANCE FROM HOST STRUC~ TO FRONT WALL BEAM Lawrence E. Bennett, P.E. CtVL ENOINEER - DEVELOPfENT CONSU.. T.ANT P.O. BOX 4368, SOIJT1i Oil YTONA. FL 32121 TElB'HClf\E (Q004) 767.J.nJ. FAX (Q004) 767-6556 SEAL @ COPYRIGHT 1998 NOT TO BE REPROOUCEO N WHOLE OR N PART wmtQIJT nE WRITTEN PERt.ISSION OF LAWRENa: E. 1lEN'ETT. P.E. PAGE 69 SCREEN, VINYL & GLASS ROOMS (2) #10 x 1" srEET ~T AL SCREW NTO SCREW SLOTS ANCHOR i x 2" PLATE TO CONCRETE Wffii V4. x 2-V2. CONCRETE ANCHORS WITHIN 6. OF EACH SDE OF EACH POST AND 24. O.C. MAX. MN. 3- V2. SLAB 2500 PSI CONC. 6x6-lOx10 W.wM OR FBER MESH / .~ 4 SECTION 3 BEAMII-EADER AL TERNA TE CC>NI'ECTION DET AL 2" x 2" x 0.063. ANGLE COt>H:CT lPRIGHT @ BEAMIt-EADER AN:) CHAR RAL 1" x 2. EXTRUSION 1-1/8. MIN. N CONCRETE VAPOR BARRER U\OER CONCRETE 2" x 2' OR 2" x 3. OR 2" 5MB POST ANCHOR 1. x 2' PLATE TO CONCRETE Wffii V4' x 2-1/2. CONCRETE ANCHORS WITHIN 6' OF EACH SDE OF EACH POST AT 24' O.C. MAX. OR THROUGH ANGLE AT 24. O.C. MAX. MN. 3- V2' SLAB 2500 PSI CONC. 6x6-10x10 W.wM OR FIBER MESH '" o 0 ----- (4) #10 x V2" SMS. EACH SDE OF POST !-EADER BEAM H- BAR OR GUSSET PLATE 2" x 2" x V16. ANGLE EACH SDE ATTACH TO POST AND CONCRETE AT LOAD BEARIIIG WAll WITH (2) #10 x V2" SMS. EACH SDE i x 2" EXTRUSION 1-1/8. MIN. IN CONCRETE VAPOR BARRER r: "I Lawrence E. Bennett, P.E. avI. ENG#EER - DfNEl..OPAENT CONSU. T ANT P.O. BOX 4388, SOUTH DAYTONA, A. 32121 TB...EPI-ION: (9Q.4) 767.4 n 4 FAX (9Q.4) 767-ll55e SEAL @ COPYRIGHT 1996 NOT TO BE REPROOUCED N WHOlE OR N PART W1THOUT TIE WRITTEN PERtdSSION OF LAWRENa: E BEHErT, P.E ';, BEAM DETAIL PAGE 71 SECTION 3 EDGE BEAM r x 2" OPEN BACK A TT ACHED TO FRONT POST WITH . *10 x 2" S.MS. MAX. 6" FROM EACH ~ An) 24' O.C. FRONT WAll. ~ COt.POSITE ROOF PANELS: (4) *10 x (t + V2") WITH WITH 1- V4" FeVER WAStERS PER 4'-0' PAtEL ACROSS TIE FRONT A/IV 24' O.C. ALONG soes (WALK-ON) 2" x 2' OR 2" x 3" HOLLOW SEE SPAN TABlE /-EADER ~ RAL AK> KICK PLATE 2" x 2" HOLLOW RAL POST A TT ACI-ED TO BOTTOM WITH ~ (2) *10 x 1-V2" S.M.S. N SCREW BOSSES EXlSTN3 SLAB MAYBE USED F N GOOD CONDmON AK> APPROVED BY TIE BlJI...DNG 0FF1CIAL (1) t-L Tl V2" x 3- V2" KBI- BOLTS APPROVED FOR 66~ lPLFT WITH . STD. PLATED CVT STEEL WASHER (1) 3/8' BOLT FOR 3" POST (2) 3/8" BOLTS FOR 3' x 4" POST SCREEN, VINYL & GLASS ROOMS ------ o o SDE WAll. HEADER ATTACHED TO 1" x 2" OPEN BACK WITH MIN. (2)*10 x 1-1/2" S.M.S. SeE WAll. PURLNS ATTACHED TO 1" x 2" OPEN BACK WITH MIN. (2) *10 x 1-1/2" S.MS. IN SCREW BOSSES FRONT AND seE BOTTOM RAILS A TT ACHED TO CONCRETE WTTH 114" x 2-1/4" MASONRY QUICK SET AT 6" FROM EACH POST AND 24" ON CENTER MAX. AND WALl.S A MIN. l' FROM EDGE OF CONCRETE . ; RISER PANELS: (3) *8 x 1/2' SM.S. PER 12' PANEL /-EADER A TT ACI-ED TO POST WTTH MN. (2) *10 x 1- 112" S.MS. N SCREW BOSseS t - ~ n 0 ~;p~ ~A~": 3., ~ oouow FOR SNAP EXTRUSIONS CHAI1 RAL ATTACHED TO POST WTTH MIN. (2) *10 x 1-112' S.MS. IN SCREW BOSSES Lawrence E. Bennett, P.E. avL ENG#EER . ~0Ptt.ENT COHSU. TAHT P.O. BOX 4368, 80lJlli DAYTONA, FL 32121 TEl.1:PH()fE (9Q.4) 787-4n4 FAX (9004) 787-8666 SEAL PAGE 1" x 2" OPEN BACK BOTTOM RAL 114" x 2-114' MASONRY ANCHOR @ 6' FROM EACH POST AND 24" O.C. MAX. 72 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR ... PART WI'TliOlJT TIE WRrTTEN PERI.ISSION OF LAWRENCE E. BeH:TT, P.E SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.1.2: Allowable Beam Spans - Hollow Extrusions for Screen and I or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T -6 ;fJ~. Wind Zone 102 MPH I 110 MPH . 120 MPH 125 MPH 140 MPH Aoolied Load ~sa.R. 23 # I Sa. R. I 26 # I SQ. R. 32 # I Sa. Ft. Load Width 5' 9'-5" 8'-8" 8'-1" 7'.7" 6'-10" 6' 8'-7" 7'-11 " ~ 6'-11 " 6'-3" - 7'.11 " 7'-4" 6'-5" 5'-9" 7'-5" 6'-10" " 6'.0" 5'-5" ~ 9' 7'-0" 6'-5" 6'-0" 5'-8" 5'.1" 10' 6'-8" 6'-1 " 5'-9" 5'-4" 4'-10" 11 ' 6'-4" 5'-10" 5'-5" 5'-1 " 4'.7" 12' 6'-1 " 5'.7" 5'-3" 4'-11 " 4'-5" Load Width 3" x 2" x 0.070" I 5' 10'.1 " 9'-4" 8'-8" 8'-2" 7'-4" , 6' 9'.3" 8'-6" 7'-11" 7'-6" 6'-9" i 7' 8'.7" 7'.11 " 7'-4" 6'.11 " 6'-3" 8' 7'-11 " 7'-4" 6'-11 " 6'-6" 5-10" 9' 7'-6" 6'.11 " 6'-6" 6'-1 " 5'-6" 10' 7'.2" 6'.7" 6'.2" 5'-9" 5'-3" i 11 ' 6'-10" 6'-3" 5'-10" 5'-6" 4'.11 " i 12' 6'-6" 6'-0" 5'-7" 5'-3" 4'.9" Load Width 2" x 3" x 0.050" 5' 11 '-1" 10'.3" 9'-7" 8'.11 " 8'-1" i 6' 10'-2" 9'-4" 8'-9" 8'-2" 7'-5" I 7' 9'.5" 8'-8" 8'-1 " 7' - 7" 6'-10" 8' 8'-9" 8'-1 " 7'-7" 7'.1 " 6'-5" 9' 8'.3" 7'.8" 7'.1 " 6'-8" 6'-0" ! 10' 7'.10" 7'-3" 6'-9" 6'-4" 5'-9" ! 11 ' 7'-6" 6'-11 " 6'-5" 6'.1 " 5-6" i 12' 7'-2" 6'-7" 6'-2" 5'-10" 5'-3" I Load Width 2" x 4" x 0.050" 5' 13'.9" 12'-8" 11 '-1 0" 11 '.1" 1 0'-0' 6' 12'-7" 11 '-7" 1 0'.9" 10'-2" 9'-2" 7' 11 '.7" 10'-8" 9'.11 " 9'-5" 8'-6" 8' 1 0'.10" 10'-0" 9'-4" 8'.9" 7'-11 " i 9' 10'-3" 9'-5" 8'.10" 8'-3" 7'-6" i 10' 9'-9" 8'.11 " 8'-4" 7'-10" 7'-1 " , 11 ' 9'.3" 8'-6" 7'.11 " 7'-6" 6'-9" 12' 8'-10" 8'.2" 7'-8" 7'-2" 6'-6" Note: Glass Rooms The addition of aluminum frame windows with glass panes that are deSigned to 110 MP H Wind load requirements to the abo-.e upright sizes increases the strength so that additIOnal fram mg IS not required Tables assume extruSion oriented with longer extrusion dimension parallel to applied load Lawrence E. Bennett, P.E. ava. ENGfoEER - DEVaOPMENT CONSU. TANT P.O. BOX <4388, SOUTH DAYTONA, A. 32121 TEU:PtiOtoE (90<4) 787-4n4 FAX (90<4) 787.8558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PAAT WffiiOUT ~ WRITTEN PERUSSION OF LAWRENCE E. BEN'oETT, P.E PAGE 77 SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.3: Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum AlIo SOS3 T-S Hollow Extrusion Wind Zone Load 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19 # IS .R. 23 # ISq. Ft. 2S # ISq. R. 29 # ISq. Ft. 36 # ISq. Ft. 3S" 14'-2" 12'-11" 12'-2" 11 '-6" 1 0'-4" 42" 13'.2" 11 '.11 " 11'.3" 10'-8" 9'-7" 48" 12'.4" 11 '-2" 1 0'.6" 9'.11 " 8'-11" 54" 11 '.7" 1 0'-6" 9'-11 " 9'.5" 8'-5' 11'-0" 10'-0" . 8'.11 " 8'-0" 1 0'.6" 9'-6" 8'.6" 7'-8" 1 0'.1" 9'.2" 8'.2" 7'-4" 9'.8" 8'-9" 7'-10" 7'-0' 9'-4" 8'.5" 7'.6" 6'.9' 8'.11 " 8'-2" 7'.3" 6'-6' 3S" 42" 48" 54" SO" 66" 72" 78" 84" 19#/S.R. 15'-4" 14'-2" 13'.3" 12'.6" 11'.10" 11 '-4" 1 0'-1 0" 10'-5" 1 0'.0" 9'-8" 9'-5" 9'-1 " 8'-10" Load Width i Notes; Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 M.PH, Wind load requirements to the abo-.e upright sizes increases the strength so that additional framing is not required USing screen panel width 'w' (See typical glass room drawing). select upnght required from the maXlmum height allowed for each extrusion. Screen Splines on 3" side extrusion turned with 3" side parallel to sole plate 90" Lawrence E. Bennett, P.E. ava. ENOH:ER . DEVaOPMENT COHSU. T ANT P.O. BOX <4388, SOUTH DAYTONA, A. 32121 TEU:PtiOtoE (90<4) 787.4n4 FAX (90<4) 787-8558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WffiiOUT ~ WRITTEN PERUSSION OF LAWRENCE E. BEN'oETT, P.E PAGE 81 SOLID ROOF PANEL PRODUCTS SECTION 7 EXISTNG TRUSS OR RAFTER SEALANT !-EADER (SEE NOTE BELOW) #8 x 9/16" SMS. (3) PER PAN AN) (1) AT RISER #10 x 1- V2" SMS. (1) PER RAFTER OR TRUSS TAIL ROOF PANEL #10 x 3/4" SMS. AT 12" ON CENTER #8 x 9/16" SMS. (3) PER PAN AtoD (1) AT RISER AL TERNA TE CON-ECTION: #8 x 1-V4" SCREWS (3) PER PAN MO FASCIA THROUGi PAN BOXED EN) EXlSTNG FASCIA ;/-- ~~ #8 x 9/16" SMS. (3) PER PAN AtoD (1) PER RISER FOR MASONRY USE V4" x 1-V4" TAP-CON ANCHOR OR EQUAL AT 24" ON CENTER FOR WOOD USE #10 x 1- V2" SMS. OR WOOD SCREWS AT 12" ON CENTER ROOF PANEL #8 x 9/16" SMS. (3) PER PAN AND (1) PER RISER EXISTNG HOST STRUCT~ WOOD FRAME, MASOt-Ry OR OnER CONSTRUCTION NOTES: ROOF PAN:LS SHALL BE ATTACt-ED TO THE HEADER WITH (3) EACH #8 x V2" LONG CORROSION RESISTANT St-EET METAL SCREWS WITH V2" WAst-ERS. ALL SCREW l-EADS SHALL BE CAu..KED OR SHALL HAVE NEOPREN: GASKET BETWEEN TH: WASI-ER AtoD nE PAN. PAN ASS SHALL RECEIVE (1) EACH #8 x V2" SCREW EACH. nE PANS MAYBE ANCHORED ~OUGH BOXED PAN WITH (3) EACH #8 x 1" OF nE ABOVE SCREW TYPES AN> THE ABOVE SPECFED RIB SCREW. Lawrence E. Bennett, P.E. CtVL ENGfIEER - DEVaOPMENT COHSU. T ANT P.O. BOX .368, SOUTH DAYTONA, A. 32121 TB.B'HQIoE (90<4) 787.4n. FAX (90<4) 787-8558 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PAAT WITHOUT ~ WRITTEN PERJ.tSSION OF LAWRENCE E. BEN'oETT, P.E SEAL PAGE 113 SOLID ROOF PANEL PRODUCTS RIDGE CAP \ ; == =--t'" 1 = - ...~ #8 x 9/16" SMS. (3) PER PAN -!J AND (1) AT PAN RISER #8 x 9/16" SMS, (3) PER PAN ALONG PAN BOTTOM HEADERS AND PANELS ON BOTH SDES OF BEAM FOR GABLED APPLlCA TlON SECTION 7 SEALANT PAN !-EADER (BREAK-FORMED OR EXTRUDED) #8 x 9/16" SMS. (3) PER PAN AN) (1) AT PAN RISER PAN OR COMPOSITE ROOF PANEL AL TERNA TE CONNECTION: #8 x 1-V4" SCREWS (3) PER PAN tlTO BEAM THROUGH BOXED Et.[) OF PAN AND !-EADER FOR COMPOSITE ROOFS: #10 x (I + V2") SMS. WITH 1-V4" OlMI:TER fEt.DER WASHERS (jjl 12" O.C. \ (LENGTH. PANEL THlCKtlESS + 1") AT . ROOF BEARING ElEMENT (SHOWN) AND 24" O.C. AT NON-BEARNG ElBvENT (SDE WALLS) NOTE; WrEN FASTE~G PA/lELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MNMUM EMBEDMENT OF i FOR PAN ROOFS; (3) EACH #8 x 1/2" LONG SM.S. PER 12" PANEL ROOF PANEL (DESIGN PER TABLES) SECTION 7 SLPPORTtolG BEAM (PER TABLES) - .. . .. .;, ~ J !,' ,~, "" t ~ . (> )j "". "'~ :; {w to.:':' :It ~ I"~.",, I .. .d._,,; Lawrence E" Bennett, P.E. ava. E:NG#EER . DEVaOPMENT CONSU. T ANT P.O. BOX 4388, SOUTH DAYTONA, A. 32121 TEU:PtiOtoE (90<4) 787-.n 4 FAX (90<4) 787-8558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PAAT WffiiOUT ~ WRITTEN PERUSSION OF LAWRENCE E. BEN'oETT, P.E PAGE 117 SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7,1,2; Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H.14 or H.25 '3" x 12" x 0,019" RIser Panels Open Buildings Enclosed Building. r -i Wind Applied Overhang Condition Wind Applied Overhang Condition i Region Load NONE 1'.0" 2'.0" 3'.0" 4.0" Re glon Load NONE 1'.0" 2'.0" 3'.0" 4'.0" r 102 M,P,H. 17 11'.11" 12'.1. 12'.7" 13'.4. 14'.4. 102 M,P.H, 29 g'.,. 9'-4. 9'.11- 10'.11" 12'2" ,110 M.P.H, 20 10'.11. 11'.2. 11'-B. 12'.6" 13'.7" 110M,P,H. 35 B'''" B'.6" 9'.3" 10'.3" 11'.6" 120 M,P.H. 23 10'.3" 10'S ,0'.1,. 11'.10" ,2'.". 120 M.P.H. 41 7'.8" 7'.11" B'.B" g'.g" II'.'" 125 M.P.H. 26 g'.7" 9'.10" 10'S 11'.4" 12'.6. 125 M,P.H. 45 7'... 7'.7" 8'.4' 9'.6" 10'.10" 140 M,P.H. 32 B'.8. 8'.11. g'.7" 10'.7" 11'.10" 140 M.P.H. 56 6'.7" 6'.10" 7'.8" B'.II" 10'.4" , I I , 3" x 12" x 0,026" RIser Panels 1 Open Buildings Enclosed Buildings I Wind Applied Overhang Condition ,l'iind Applied Overhang Condition ~ Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3' .0" 4'.0" 102 M,P,H, 17 13'.11 " 14'.1" 14'.6" 15'.2" 16'-0" 102 M.P,H. 29 10'.8" 10'.10- 11'.4" 12'.3" 13'.4' I ' 110 M.P,H, 20 12'.10" 12'.11" 13'.5" 14'.2" 15'.1" 110 M.P,H, 35 9'.8" g'.11- 10'.6' 11 '.5" 12'.)' i 120 M,P.H. 23 11'.11" 12'.1" 12'-7" 13'.4" 14'.5" 120 M.P.H. 41 B'.II" 9'.2" g'.10" 1 O.g" 12'0 , 125 M.P.H. 26 11'.3" 11'.5" 11'.11" 12'.9" 13'.10" 125 M.P.H. 45 B'.7" B'.9" 9'.5" 1 0'.5" II~ 140 M.P,H. 32 10'.2" 10'.4" 10'.11" 11'.9" 12'.11" 140 M,P,H. 56 7'.B" 7'.1'" , B'.B" g.g" 1"1" ; .- , 3" x 12" x 0.032" Riser Panels -1 Open Buildings Enclo.ed Building. Wind - Applied Overhana Condition Wind Applie d Overhang Condition Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Region LOld NONE 1'.0" 2'.0" 3'.0" '4'-0" 102 M.P.H. 17 15'.5" 15'.6" 15'.11" 16'.6" 17'.4" 102 M.P.H, 29 11'.9" 11'.11" 12'.5" 13'.3" 14'.3" 110 M.P.H. 20 14'.2" 14'.4" 14'.9" 15'.5" 16'.3" 110 M.P,H. 35 10'.9" 10'.11" 11'.5" 12'.3" 13.5" 1 20 M.P.H 23 13'.3" 13'.5" 13'.10" 14'.6" 15'.6" 120 M,P.H. 41 9'.11" 10'.1" 10'.8" 11 '.7 ' 12.9' 125 M'p,H. 26 12'.5" 12'.)" 13'.1" 13'.10" 14'.10" 125 M.P.H. 45 9'.5" 9'.8" 10'.3" 11 '.2" 12-5" 1 40 M.P.H. 32 11'.3" 11'.5" 11'.11" 12'.9" 13'.9" 140 M.P,H, 56 B'.6" 8'.9" 9'-4" 10'.5" 11'~ Note: Tolal roof panei widltl = room wrdltl alus wall widltl alus o,",mano, Table 7.1.3; Allowable Spans for Industry Standard Riser Panels for Various Loads Alumnum Alloy 3105 H-28 , 3" x 12" x 0,019" RIser Panels I ODIn Buildinas Enclosed Building. : Wind Applied Overha no Condlllan Wind Applied Overha na Condition 4'~ Reaion Load NONE 1'.0" 2'.0" 3'.0" 4.0" Reaian Load NONE 1'.0" 2'.0" 3'.0" 102 M,P.H. 17 13'.10" 13'.1'" 14'.5" 15'.1" 15'.11" 102 M,P.H, 29 10'.7" 10'.9" 11'.4" 12'.2" 13.3" 110 M.P.H, 20 12'.9" 12'.11" 13'.4" 14'.1" 15'.1" 110 M,P,H. 35 9'.8- 9'.10- 10'-5" 11'.4" 12ia ' 120 M'p,H. 23 11'.11" 12'-1" 12'.6" 13'-4" 14'.4" 120 M,P.H. 41 8'.11" 9'.1" 9'.9" 10'.9" 11'"" 125 M.PH. 26 11'.2" 11'.4" 11'.10" 12'.8- 13'.9" 125 M.P,H. 45 B'.6" 8'.9" 9'.5" 10'.5" 1 1 .8" i ~". '" 12'.10" 140 M.P,H. 56 7'.7" 7'.10" 8'.7" 9.8" 11.1,,1 Enclosed Building. -I Wind Applied ng Cond/lIon Wind Applle d Overhang Condition Reoion Load NON 2'.0" 3'.0" 4'.0" Realon Load NONE 1'.0" 2'-0" 3'.0" 4'.()" 102 M.P,H. I 17 16'.2" . 16'.8" 17'.3" 18'-0" 102 M,P.H. 29 12'.4. 12'.6. 12'.11" 13'.9" 14'.9" fiiit 20 14"'1.'5"5. 16'.1. 16'.11. 110 M.P.H. 35 11'.3" 11'.5" 11'.11. 12'.9" 13'.10" 23 13'.11" 14'.5" 15'.1" 16'-0. 120 M,P.H. 41 10'.5. 10'.7. 11'.2" 12'.0" 13'.1 " . , 26 13'.1" 13'.8. 14'''" 15'... 125 M.P.H. 45 9'.11" 10'.1" 10'.8" 11 '.7" 12'.9" 140 M,P.H, 32 11'.9" 1,'.". 12'.5" 13'.3" 14'.3" 1.0 M.P.H. 56 8'.11" 9'.1" 9'.9" 10'.9" 11'.11" 3" x 12" x o.on" RIser Plnels Open Buildings Ene los ed Buildings , Wind Applied Ove rha ng Cond/lIon Wind Applied Overhlna Condition i Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'.0" 2'.0" 3'-0" 4'.0" 102 M,P .H. 17 17'.10. 17'.1,. 18'''" 18'.10. 19'.7" 102 M.P.H. 29 13'.8" 13'.10. 14'.3" 14'.1'" 15'.10" 110M.P.H. 20 16'.6. 16'.7" 16'.11. 17'-6. 16'... 110 M.P.H. 35 12'.5" 12'.7. 13'.1. 13'.10. 14'.10" - 120 M.P.H. 23 15'... 15'.6. 15'.11. 16'.6. 17'''. 120 M.P.H. 41 11'.6" 11'.6. 12'.2" 12'.11" 14'.0" 125 M.P.H. 26 14'.5" 14'.7" 14'.1,. 15'.8. 16'.6. 125 M.P.H. 45 10'.11" 11'.2" 11'.8" 12'.6" , 3'.7" 1140 M.P,H. 32 13'.0. 13'.2. 13'.6. 14'''" 15'.3" 140 M.P.H. 56 9'.10. 10'.1. 10'-8. 11'.6" 12'.8" Note: Talal roof panei widltl = room widltl plu. wall widltl plu. o,",mang La wrence E. Bennett, P.E. ava. ENOH:ER " DEVaOPMENT COHSU. T ANT P.O. BOX 4368, SOUTH DAYTONA, A. 32121 TEU:PtiOtoE (90<4) 787-.n4 FAX (9Q.4) 787"8556 SEAL PAGE @ COPYRIGHT 1998 120 NOT TO BE REPRODUCED N WHOLE OR N PAAT WffiiOUT ~ WRITTEN PERMSSlON OF LAWRENCE E. BEN'oETT, P.E STftTE OF nDC?mf.\ COU Or THiS i:;i,)=~ .~r~:~.r;".:;:':;, 1~ A TRUE ),fIT, f.:r.(..,,-':,~'-',-: ~.Ji.;Z:>"'j' G>; ~:lLE OR OF PU3L1C mer,' ,;, i " ':F:t:E. ':ViT'E2~; ':( ~~; ;:~i~':: 11111111111111111111111111111111 11111 1111I11111111 98108587 Rcpt: 266718 Rec: DS: 0.00 IT: 09/04/98 6.00 0.00 Dptv Clerk . " JED PITTMAN, PASCO COUNTY CLERK 09/04/98 03:38pI 1 of 1 OR BK 4001 PS 1359 NOTICE OF COHMENCEHl~NT S~at.0 I). FCO(lcDA- County 0: P A 5<:: 0 ':'UE 1111(),~IlSIGII~D hCl:'eby gives notice that impl:'ovc~l\cnt o,.;~ll be ~:"c:c '.::J C::~'_':'~:l r c .J 1 P [ ') pel:' t y, and in a c cor d a n c e wit h C hap t e r 7 1 J, F 1 (, r i caS: \, , l: t e s, '. ~ e !:ollo...'~':'J ~nfornation is provided in this Notice of Com:nCrlCC'lIc"t 8'.:,cr~ptioll of Propcrty: Parcel No.t'l-2/t7-2( -OODO-O'?J..OQ_-=-.!iL LAI/~f.., JAu..1$Y ~~t7 L~J;rr~_L/f_~___ (:""'J-d descrl.ptl.on of the property an stl:'cet .Jdc!l:'c:;'; ,: .1\",_,):2." 2 . G~ ~ra! Description of Improvement fJL-~/Yl1 JJu/Yl f A-Ct..ME. c' c,! 11 forma t 10n: Name (YJA-.jift:;, I c. l5t9-/::. 5 :L .r,-,:-sPa )301 Wit Cay 2fft+Ytt H(Lc..~:: : '''. ere s t 1 n P r u per t y : " ~ -.E!-n ~ 11 :,.:. 10:: 0: cee Simple Titlcholder; ':: other th~n oo,.;nel:') :~:..; :; ~ c: s 9 City Cc::r.Jctor: N:Jme&/f Lf)Al~rllvcrloj./ ~ cEAJ1lYJ:_~._EL.~ ;'G.ress /{C{Yt( SEO/KJ!. ~7. City 811&:Jk~VIu,tE (".. -.' :\ B79<slf s, S":Cl/: N:J/ne (~,c_:::c S S City ,\,^ ~r, [ of Bond: S 6, LtJc!e:-:;Jame /\ c: ::: C s 5 City 1'", ~c::s Within the State of Florida ". .ccs 01:' o~her documents may be 7 1J: l) (a)(7), Florida Statutes: des 1 gnu t e.j t, yO"., ;i t:: ~ ser\'ed as prcv,c,:,: _ ~)C~ SCC.__2~ :;,--::-',-' t\{ ~ :;. e b :J City E J,-, .:ldc~t~on to himself, Oo,.;ner dcsignates c: to :-cce 1,'(; L'(':lor's Not1ce as prov1ded l.n Sect10n 713.13(1)(b" f:,,;'.-,:, o. 2 ~:~: _ L' J . ') [";c.~,.ll.,.Jn dnt.e of /lot.lce of Commencement (t.he e"plri't~vr' C:,,',,' .S !r~~t~e ~~tc uf recording unless a diffcrent datc _s spc:~~_cj, :,3f M cay of ~ I/.~ S_';~:at_: e c: O'-mer: S-,:;:-n t:: ,)r~c swb9cribJ{I!;;,!ttfe 5~P'reMt!GrL. ~;- '- ... ;." '. ", ,c: , . ,,:', [: ^ P ~ r e OJ : #'6' Bruce A Asbel *Jj*Mv CemmIIlieR CC7i8877 ~ ..~ E)l'oI....~ -,,,",, 7? 2002 APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT , J;f -I {13,' 1> . y~':>1-1 fs/ OWNER'S NAME (JIlA ~€ Sf/'€' OA:fcrS PHONE OWNER'S ADDRESS LA 1.1 fLU II ~ (,,{., ~ y 8W/P_ J-.. 0 r If'! JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 1.D.# :JY--~6 -~-/}tJ.30- dO[)DO - y'f (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:~ew Construction _Addition -^lteration _Repair _Install _Sign _Move _Demolish PROPOSED USE: _Single Family _M/F _'I of Units _M/H _COtDIDercial _Indus t" _Swim. Pool ~. _Restaurant & Health Department Approval DESCRIPTION OF WORK: ~c "u! &AI f/-tJ /RVl , , ~ U 11 (... l r'( 1l()lJ'p'1/ fYl-1 VE4.ovA'I , c#-Pu/!-r , BUILDING SIZE: x Square Fee t . Height RESIDENTLAL: 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 FOR ALL NEW CONSTRUCTION. ~ING PERMITS REOUESTED $ s-,()o. ~o Valuation of Total Construction _ELEClRlCAL AMP Service Florida Power Corp. _W.R.E.C. _MECHANICAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block. _FraJ8e _Steel flLv/Y1( AlVh1 Other FINISHED FLOOR ELEVATIONS: FT" IS PROJECT IN FLOOD ZONE AREA? ****************************************** YES NO BUILDER CONTRACTOR SECTION COMPANY i?x.il t {ht/~1lUc, feW dF CGA/rVI< .4. fluuk State Cert" or Regist. # C/x:nS7~' ~ City License Registration # ~ ~ ****************************************** j:( . Signature ELECTRICIAN COMPANY State Cert" or Regist. # Si~ture City License Registration # ****************************************** PLUMBER COMPANY State Cert" or Regist. Q Signature City License Registration # ****************************************** HEGHANICAL COMPANY State Cert. or Regist. # Signature City License Registration II ****************************************** ~ COMPANY State Cert" or Regist, # Signature City License Registration # ****************************************** APPLICATION APPROVED BY PERMIT OFFICER, CONDITIONS OF PEI~IT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this venit lay ~e su~ject to "deed re6tricLions" Milich lay be aore restrictive than City regulatiolls. The undersigned assUles respolIsibility for cOlpliance with any applicable deed restrictions. S. UNLICENSED CONTIU\CTOHS AND CONTHl\C'l'OH RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the OMner and contractor aay be cited for a aisdeleanor viulation under state law. If the owner or Intended contractor are uncertain as to what licensing requireJIents lay apply for tile intended lIurk, they are advised tu contact the City uf Zephyrbills Building DepartJent, (813) 788.6611. Furlh'erlore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible" If you, as tbe Ulmer sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. 'l'Rl\NSPOHTA'l'ION lMPACT FEES A..ND UTILITY CONNECTION FEES D. CONS1'HUCT ION Ll EN L1\W (ClIAPTEH '113, FLOHIlJA STATUTES, AS AMENDED) I cert;f~~~ihe-appI1canl~-bave been" provided with a copy of "Florida's Construction Lien Law - HOleowner's Protection Guide" prepared by the Florida Uepartlent of ^griculture and ConsUler Affairs. If the applicant is sOleone other than the 'owner", I certify that I have obtained a copy uf the above described llucuaent and pruaise in good faith to deliver it to the "owner" pr ior tu COllllencelenl. E. ~ONTHJ\C.1'OH I ~LQ!iNER '-S AFfII!AV IT 1 certify tllal all tile inforlation in this applicatirnl is accurate and that all work will be dune in compliance lIith all appl j cabl e laws regul a ling cuns tructiun, zoning, and land developlent. I ^ppl icalion is Ilereby lade to uuLain a perlit to do lIork and installation as indicated. 1 certify that no lIork or installation has cuaaenced prior to issuance of a perlit and that all work will be perforled to leet standards of all lalls regulating construction, City cDUes, zoning regulations, and land developlent regulations in the jurisdiction, I also cerlify that I understand that the regulations of other governaental agencies lay apply to tbe intended work, and that it is IY responsibility to identify what actions 1 lust take to be in cOlpliance. Such agencies Include but are not lilited to: t DeparLJent of Environmental Regulation - Cypress Bayheads, Wetland Areas and Bnvironaentally Sensitive Lands, Water/Wastewater TreatJent t South~est Florida Water Hanageaent Uistrict - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seallalls, Docks, Navigable Waterways * DeparLJent of Health & Rehabilitative Services, Environaental Health Unit - Wells, Wastewater TreaLJent, Septic Tanks t ~ Enviro~enla~~ec~l.~~~gency - flsbestus auate.lelll I also certify that, if fill aaterial is to ~e used in fJood Zone "A" or "A,etc,", it is understood that a drainage plan addressing a "colpensating volUle" will be sub.itled which is prepared by a professional engineer registered in the State of Florida prior to perait issuance. A perlit issued shall be construed to be a license to proceed Mith tbe lIork and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall is~u~nce of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall becOle invalid unless the Mark aulhorited by such perlit is cOllenced within six lonths of issuance, or if work authori!ed by the perlit is suspended or abandoned for a period of six IOnths after the tile the work is cOllenced, One 90 day extension of tLle, aay be allowed for the perlit Mith fee charge of $15.00. The extension shall be requested in writing to the Building OffIcial. An approved inspection lust be logged during each six lonth period, or the project will he considered abandoned. WARNING TO OWHER: YOUR FAILURE TO RECORD A HOTICB OF COKHENCEKENT HAY RESULT IN YOUR PAYING TWICE FOR IHPROVKKEHTS TO YOUR PROPERTY, IP YOU IKTEHU TO OBTAIN FINANCIHG, CONSULT WITH YOUR LBNDBR OR AN ATTORNEY BEFORE RECORDING YOUR HOTICE OF COKHENCEHENT. JOBS UNURR $2,500 IN VALUE UO NOT NEBU TO RECORD AND POST A "NOTICB OF COMMEHCEHENT", ~~~~~h -SIGNATURE: ~ER UR flGENT ~~ (JD~/M- SIGNATURE: NTRACTOR STATE OF FLORIDA t) COUNTY OF ~ASCO The foregoing inst.r~ent was aC)Ul~ledged before me this {)u(j, ,? ( , 19~ by PL3flSDf\J1f<-/.- y t No vJ IV who is personally known to me or who has produced as identification and who did/did not take oath. STATE OF FLORIDA~~ < COUNTY OF ~Co The foregoing instrument was acknowledged before me this 1:}tX;. $1 , 195:1S- by [)6~o~I}~'1 ~tJowtJ who is personally known to me or who has produced as identification and who did/did not ~ke~'A~~ (Si~fture) 11 /It'll // /)fWcIE ~-D::.~v.l:/c- (Hame TypeLl, PrinteLl or Stamped) HOT^RY PUBLIC .,""6' BruceAAsbel *. *My COITlIniSlIion CC748677 \;....~ ExpIres June 22. 2002 (Slg 8;;.L- Stamped) ..,~, Bruce A Asbe! *.- *My CommiIsion CC748877 .,.~"..~ Expires June 22, 2002