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HomeMy WebLinkAbout94-4580 T . . . BUILDING PERMIT b / 'l..sO ?;;l.~o ELECTRICAL CITY OF ZEPHYRHILLS (813) 788.6611 t J, --; tJv PLUMBING Permit ~ 4580/3 Date /;) ~ r-7Y BUILDING J--S ~ (]V MECHANICAL Sewer Conn (;l 7 gr. dV Water Conn: .}f3'< ~fJv... '1-/r.}1- Water Mejer: / 6...5,-:' (.JV ,-- T,I.F '5: Pmperty Owne' #if~t~ Job Address: 6 ?;:1!;(' Parcel I. D. # <3 ~ .;l.h -~- tJ.f" I:> 0- 0 0 00 CJ ,~ D,;J.KV Zoning: Description of Work O::nst::ru::tir Ible-10:45 AJ.1.-Fl<:rid:l !Q.a" (M:rry) Naocy NO OCCUPANCY BEFORE C.O. FINAL ,).'1-;:) j - q DATE C.O. '/-.26 -5J- Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Pre-rreter-10:51 A.M.-F.k:n::idi!Q.a" (B:fry) Naocy Permit Fee Signature Company Address Telephone# Valuation or ,'/' Contract Price / ~ 7 h b. (TV City License Registration # ~ )7 State Certified License# -fa If - r-e] - Y'7' Z 11;1I?~ fAi~ /lA t;~ !'fl~1: ELECTRICA~"I c.~,~Ali~*. MECHA~ICAL /~lS / Breakers Ducts I nsl. 2...- 20 ") -} at ~ Compressor Final 4" -ut... Ii f'" f?~ BUILDING F'L 1- ~ i~ ~l--'- Tp. 5.",. SLB 12.?p'fI f3,u- Pre SLB ~ '- e) l..L Rough In I/2:V-.;-Q>-15lU-Tub Set /f.-~C>. 'fl 6tL'- Lintel 1- ) fr- C; 5" f\ot- Meter Can),1~.;) 9 >JY Water FRM. V 2-Z'-l-Cf5 bilL-- Canst. Pole 1;l-,1>~-f tt:b Sewer /-lb-')~ gllL Insul. CL (~c'JfJ .t/J'Y !?JLL Pool Final LJ/2-1.61t!) ~.Jt...L ~ WL:J-d.7-6J5 {j,LL Pre-Meter Ljr)f!-Q'J'ifdr t\.Jov'C-J 11-~4....iiI ~ 51LJ., Final Driveway ))'//Z"'1sJ3~O (;,Ji-M-&d,.;.J~ ~~tI,,J(,-- Zr) It'J BIL\...- C<>~L)Ll\ r /).. -~r.f ~t:>r l.- IL-3c).q'" fSlU-- ~kf:rV I..?I-~ BJp REINSPECTION FEES: When e~nspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade: c&~~o:f.~/~J PLUMBING 9/ 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. -2/~ ~~J /~-.:lt-9 Y ,p-4l '/-c:)6-7.J~ The payment of inspection fees shall be made before any further permits will be issued to the person owning same. VALUATION: SQ. FT. LIVING: Bill Poe Construction Charles & Fran Lane 6726 Stephens Path $79,766.00 1,955 COST/FT: $35.00 SQ. FT. OTHER: COST/FT: 1,031 $11 .00 VALUATION DRIVEWAY $79,766.00 $20.00 ADDRESS $20.00 FEE SHEET $385.00 SQ. FT. UNDER ROOF RADON GAS 2,986 $29.86 TRAFFIC IMPACT FEES 99% 1% $0.00 $0.00 $0.00 PERMIT FEES BUILDING: PLUMBING: ELECTRICAL: MECHANICAL: SUB-TOTAL: CREDIT: TOTAL: CONNECTION FEES SEWER: WATER: METER: TOTAL: 617.50 65.00 82.50 35.00 $800.00 90.00 $710.00 1,278.00 350.00 165.00 $1,793.00 GRAND TOTAL: $2,532.86 APPLICATION FoR PERKIT CITY OF ZEPIIYRIIILLS BUILDING DEPARTHERT 1/ kn.-e Jy!:f 5 LEGAL DESCRIPTION: LOT(S) J e, BLOCIL--SUBDIVISIO It. PARCEL LD.' 03- z.fo -2/- of 100 -00000 '- 02.. e 0 (OBTAIN FROM PROPERTY TAX NOTICE) OWNER'S BAtIE C~~4s OWNER'S ADDIlBSS Iv", . , hkJ JOB ADDRESS WORK PROPOSED:~ew Construction ---Addition ---Alteration -.Jepair _Install _Sign -.JIove --->>eaolish PROPOSED USE: ...xsingle Faaily ---ll/F _' of Units ---ll/H _ec-ercial _Indust. _Swia. Pool _Other -.Jestaurant it Hea1th Departaent Approval DESCRIPTION OF WORK: 5i~J~ f'~.ly Il~-s.d-e..,f4 ^'~ I/om-v L . Jt# F' W~I'S BUILDING SIZE: S-7 X vi) ,;),'18(0 Square Feet, Height RESIDERTIAL: AT1'ACII (2) PLOT PLARS it (2) SETS OF BUILDING PLARS it (1) SET ERBRGY FORKS. COtIHERCIAL: AT1'ACII (3) SETS OF BUILDING PLARS it (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. X BUILDING )( IU.RCTRICAL ~CIIAlIJ.CAL Y ,,-, ~UM8ING ~ ~ PERKITS REQUESTED $ I Dj, S-DO.;tj Valuation of Total Coostruction / SO AHP Service Florida Power Corp. $ -#3YvOIZ W.R.E.C. GAS Valuation of lIechanica1 Installation X ,.jelel ROOfiNG SPECIALTY TlPE OF COIlST.RUCTIOR: ~loclt _Fraae _Steel Other x FIlIISBBD FLOOR ELEVAnOIlS: Cf I Fr. IS PROJECT IN FLOOD ZONE AREA' X YES NO .......................................... CONTRACTOR SECTION' ~ RUIIJ)RR ~b1 COMPANY ,i / 4~ an/r-~-hK.$/::r~ - State Cert. '1- YOo1,L1J.t.' c: (.) Signature City License Registration . / .......................................... A IU.RCTRICIAR COMPANY $~....... ~/ev/v-" ::-:- t'J 0 State Cert. or Regist.' ell- 000 7-.79~ Sf " e X Vt' ~ C~ City Liceose lle8iotroUon' ,;; ~/ .......................................... PLIDIBER COMPANY /3~o~ I ;o/&.);..j~ ~~ State Cert. or Regist.' C 0'1 Z'I'1 BO ",?t..l'ZiT" City License Registration . 9/ .......................................... Signature .\. IlECBANICAL Signature ~ Il,S tl:g , COKPANY~ m-1t0b ~ +EJ€GJ State Cert. or Regist. f C!A~:1Y-~ ~. . ity License Registration . .................................... OTRRR J I Signature _'-lf4-~ P.UJL~ APPLICATIOlI APP1IOVBD BY '1/ a~ m (t[J. ~ PEBHIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands that this penit lilY be subject to 'deed restrictions' wbich lily be lOre restrictive than City regulations. !he undersigned asSUle& responsibility for cmpliance with any applicable deed restrictloaa. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the OlDer bas hired a contractor or contractors to undertake wort, they lilY be required to be licensed in accordance with state and local regulations. If the contractor is not licl!D8ed as required by law, both the OIfDer and COJltractar .y be cited for a lisdeJleallor violation under state law. If the ower or intended contractor are uncertain as to what licIDSing reguirl!leDts lilY apply for the intended wort, they are advised to contact the City of Zepbyrhills Building Departlent, (813) 788-6611. Furthenore, if the OIfDer has bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the 'Contractor Sections' of this application for wbich they will be responsible. If JOU, as the OIfDer sign as the ccmtractor, you are indicating that fOu, rather than the contractor, are responsible for the wort. If the contractor wishes you to sign as contractor that lilY be an indication that be is not properly licIDSed and is not entitled to penitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided .ith a copy of 'Florida's Construction Lien Law - lkIIeoImer's Protection Guide' prepared by the Plorida Departlent of Agriculture and COnsUIeI Affairs. If the applicant i8 8CIIBOI18 other than the 'owner', I certify that I bave obtained a copy of the above described docuIent and prcaise in good faith to deliver it to the 'owner' prior to coaenCl!ll!llt. E. CONTRACTOR' S/OWNER' S AFFIDAVIT I certify that all the infoIliltion in this application is accurate and that all wort will be done in COIpliance with all applicable laws regulating construction, lORing, and land developleDt. Application is hereby Iilde to obtain a penit ~o do .ork and insWlation as indicated. I certify that no work or installation has CDlenced prior to issuance of a penit and that all work lill be perfoIled to _t staDdards of all 1au regulating construction, City codes, loning regulations, and land develoPMlt regulations in the jurisdictioo. I also certify that I understand that the regulations of other gov8IDlelltBl agencies .y apply to the intended wort, and that it is If responsibility to identify wbat actions I lUSt tale to be in COIIpliance. Such agencies include but are not lilited to: I Departlent of InvirOlll8lltal Regulation - Cypress Bayheads, lIetland Areas and EnvirollleDtally Sl!D8itive Lands, lIater/lfastewater Treat:lent I Southwest Plorida lIater Jlanagl!leDt District - lIells, Cypress Baybeads, lIetland Areas, Altering lIatercourses I Any Corps of Engineers - Seawalls, Dods, lavigable lIaterways I Departlent of Health i Rehabilitative Services, EnvirODleDtal Health Unit - lIells, lIastewater Treat:lent, Septic lants I US InvirODleDtal ProtectiOn Agency - Asbestos abatl!ll!llt I also certify that, if fill Iilterial is to be used in Plood Zone 'A' or 'A, etc. " it is understood that a drainage plan addressing a 'COIpensating vol_' will be sublitted which is prepared by a professional engineer registered in tile State of Florida prior to penit issuance. A P8I1lit issued sba11 be construed to be a license to proceed with the IOrt and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a penit prevent the Building Official fa thereafter reguiring a correction of errors in plans, construction, or violations of any code. Ivery penit iuued sba11 becaIe invalid unless the IIOrk authoriled by such penit is co.enced within sillODths of issuance, or if work authoriled by tile penit is suspended or abandoned for a periOd of sillOJlths after the tile the wort is ~ced. One 90 day atension of tile, laY be allowed for the penit with fee charge of $15.00. The atension shall be requested in Iriting to the Building Official. An approved inspection lUSt be logged during each sillOJlth period, or the profect will be considered abandoned. WARMING 1'0 0IfDR: YOUR PAILURI TO RICORD A NOTICE OF allllDCIIIBMl' HAY RESULI IN YOOI PAYING DICE FOR DIPROVIIIIIIS 1'0 YOUR PROPD'fY. IP YOU TO OBIlIN PIIUCING, COISULT 111m YOUR LIIIDIIl OR AI AnORIIY BIFORB RICORDIIG YOUR JOIICI OF CCIIHIICEIIIN'f. UNDO $2,500 IN VALUE 00 NOT IfIID TO RICORD AND POST A 'NOTICE OP aJIIIDCIIIIII'. If.. -': SIGUIURB: COIIIRACIOR STATI OF FLOR~ COUNrY OF q-~l i) The foregoing instrument was acknowledged before me this (t(t" ty(.{"'~"l' 19~ by k',\ \\ 4~ ~. Po-e who is per801ls11y _9_ to me or who has pro uced fl, D l- POOO - ? S'b- t.J..- .!>d 1- 0 as entification and who id/d~t ta an oath. SIAD OF FLORIDA coum OF The foregoing instrument was aCknowledged before me this , 19_____ by who is personally known to me or who has produced as identification and who did/did not take an oct.th. (Si~ature) r\- I 'Q ret ~ ..f '" ,j tl I Ie ~o ;.,. (Name ~; Printed or Stamped) NOTARY PUBLIC (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC LORAINE M, JACKSON MY COMMISSION fI CC 300916 EXPIRES: July 11, 1997 Bonded Thru Notary Publlc Underwriters ,:::1,[1':)" i. ,.,. U, I. . 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I I -:~ ,,; ." !-" i ! t : , ., ,...,1"..,...., ..j....\ .! .....,...?:'... ,".., ...... ::::~ ':) ,::1 a ::;:~ ..! ,::;. ::? ~.~.:'=';:.5 " ,::j. :::!. ............ ..... ':". '..;,/ . .,'f 'I ......'....... ".,....... '::/. r:: ,::j. " ~.:.:5 () '" II' .... .. . .. ........ .... '. .:......"...}'....':: '....'\..,1 .,::, (::!{'1"? ::::!r::~ .,............. " .......... ..',.... ,'.. .... ...... .... ....... ... ... ... ... ..'. ... .... .....m....... ........ ... ...,.... :1. C::2~.:.:.; It ."j! :::::; j l'::.:.:.~ r- C) "j" ,"", ~.., . .,' :: () '! .....,...\,...., .1. r::.' () C:: l: , , ,,::..... ,i, :"i'" ,::1.(,: "7....'r:::!;'''.; ,::1, () ':.7 '::.: E~ " () J C;; .:;':"i. :L r", ....l r:.; t.: U. h :1. () ~J ~.:.:,:j II ,::1, () :I. f~() " ()::) :2 :::~:; F: II ~::':,; () :L :L J ::.::;:: (i....i 11 :I. :::.;.. U() :.:.:5 () ,::j. :: () ~.) ....:.1 "',:', ,'::: <::' :: () () :::;:;,::1-" (}() ,:!-:::::':,:,::" Cie> ,~>"',:,.('., ,...."...., .....-...." ....... I.... '" .... :. ::::~ ;::j. () ,: () f) :;:::; () :.:,~:.; II (,::' () (::I::,:;,:j." ()O ...... .". .... ,,":, ,'...... .. '.... . ,. :l.:2:l. ::l" :1. C:, Ej ~':':i. .j" j"'l ,/ E.: t,: u. h '::7 ,::1, ~:.:; II :::!. () Ci':::; 1" I. U 2;::::::::" ',:)(:, :l. (:.~ :L E~ :; () c:' .! ."::,':.:' j",,(\ . ... .... .,..,...'....." ...... ., ..,,'. " ....." .,..,.... !:::...... ....,...." :?:::;.:::,t II ':::.i::J 1:::......,oJ .....,i...: ...J:::....I.t ,; '.::,'C;:' 1 () ::::~ :.:.:.:j I: ...... {) .; .....:...\,..'.. .......... ...'...J'...}'..."" ....,..';',! ,:: ..,.:... .,.........'....." !..~ .; -r....... ,i. I....'.... .... - .,.... ...... :,::: II ()L:; . . ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** CUMF'OriEl,jT.~3 'M"'_';:::::=~::::::::~:=:=:=::::::=::=::::::::=:::~._.=:;:::::~._::;==~:::===::::::::::::=:::::::=:::=====:::::=:::=::============:::::==== CI,IECI< ~::;ECT. I OI',J REQUIREMENTS FOR EACH PRACTICE -:::::~::::::::~::=======::::=:::===:::===::=====:===:=:==:::=::=::===========::=:::::===::::::==:::==:::::::::===:===:= P R1tl.CT. I CF: ~* 1 lL,j j, 1"1 d 0 'vV ';:; r:: ;,': t: F! r i () r' ~.: r.c! j <::I. C E:'n t De.() r":;:; r:: :"; t (,:'! '( i 0 'I" J 0 i 1"1 t .:;;; i:~, C'i" i:':, C k",; PF~/;.CT ICE -1-1.,,:, E ;,< t E.' 1" i () Y' lL.j,,-;..ll ,,:; ::'" r-. 1 () () r' .:;:; bUb" 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES" .M....---._...........__....___....._...._____..___.M.........._____._.._______..__.._._._._...._.__.._._._._.__...__..........._.._........_._._.____.. 606" 1. coe.. 1 6 Of:', " 1 (;0(;. 1 606..:1 Maximum of 0.34 CFM peY' linear foot of operable sash crack (includes sliding glass dooY's).. ..----....-..........................---------.....---..-..------..---------..--------- Maximum of 0..5 CFM peY' sq" ft.. of dooY' aY'ea: solid LUr~y wood panelyinsulated OY' glass doors only.. ....-.-.....-............----..........--.....-...................................................-.......-- To be caulked, gasketedy weather-stY'ippeJ OY' other \,.} i::;; E! ':;:; f:~ D, 1 €,~ d .. .....-----.....-........................--..--..-........-.................--....-... COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Top plate penetY'ations sealed.. Infiltration baY'Y'ieY' installed.. Sole plate/floor joint caulked OY' sealed" E :.,; t f::) 1" i 0 1" ~.J i::\, I 1 .::; ~~, Cf::! i I i 1"1 u~::; .................-----.......----....---.........---..--..---..-...--....-...--.--....----................--.....--......------........-........--..--..-..-.-.----...........-...--..__..__............M.._. !'i", tl;"Jc'l'.k I' i {' F" P 1 ,'::i, c C:' ~:;; E: ,;, h ':C:'. U ':;:; t F ,::l. n~:5 COC:,,, 1. COC" 1 (;0(;.. :I. COC.. 1. Penetrationsy joints and cY'acks on inteY'ioY' sUY'faee caulkedy sealed OY' gasketed.. ....._..M.._......_..___......___.._.._....__.._....._..........-......-..-..-..-..--.._.._.._.._.._..__M_______"_"_"_"_"_'___"_"_"_ DuctwoY'k in unconditioned space must be sealed.. .--......-..-..-..-......-......----...-.-...-.-....-..-..-..-..-..---..-..-..-.....---...-..----.-.-......... Equipped with outside combustion airy dooY's and flue cl ,:::'i, in p (~:: {' ',,,; .. -....-..........---..-..---..-.-..-----.--.-..-..-.-..-......--....--..-.--.-...-.....-..----..-.-.-.--.....-....--..-.........-.--.. Equipped with dampers.. Combustion devices see cae;.. 1 " t'\" 2.. ------..-.-----..-..-..-.....------..--..---..-..-.-..-..---..-..................--...-..-..-..-..---..--....---..-..---..-......---..-.....-.....----------- L()m b I) S t i() 1"", 1--1,::.:' E:;. tin D COC.. 1 Combustion space and wateY' heating systems pY'ovided with outside combustion airy except direct vent E:"tpp 1 i D.n c t:~",;" -....---..-------..-..---.-----..-..-....-.-..-........-..---..---..-----..-..-..-..--..-..-.....---..-..-..---------..-----..-..---..-..---------....--..-..---------------....----...-..----..-..- '/) E:i. t c:! r' H t:? <:-i t E? I'" ~::; ~* OTHER PRESCRIPTIVE MEASURES (must be met OY' exceeded by all Y'esidences..) ** --..-.....---..----..---.-----..-..-..-..-..-----..-.-..-..---..-..-..-----------.....-..------..-..---..-......---..-..-----.....-..-..-..-.-.----..--..-.-..-... C12.. :I. Comply with efficiency Y'equiY'ements in Table 6-11.. Switch or clearly maY'ked circuit breakeY' (electric) OY' cutoff (Uas) must be pY'ovided.. ExteY'nal OY' built- in heat tY'ap Y'equiY'ed.. !::;',,-J i inirl i 1"1 D p()() J '::;; ~:\: ~3 p \'). ':::; ....___..__......u .......--..........--.........___.._....._._.._.__.._....----..-...-....._...................uu.._ .... .... ............ _...... .". ... .m .... .... .... .... .... .... ..._.... .... .... .... .... .... C 1.:?.. 1 Spas and heated pools must have coveY's (except solar heated).. Non-commeY'cial pools must have a pump timel' Gas spa & pool heaters must have a minimum thermal efficiency of 78 peY'cent.. f::; h () ,,,.!t?:! .( /"1 c. a d ~:;; ..-..-..-..-..-......-----..---..------..-..-..-..-.-----..-......-.-..-..-..-..---..-....--..-....--.---..---.....---..-.....-..-..-..-..-..-..-..-_._____M_..__._..M_...._......_..___.._.w._...__.......___..___ C; 12" :I. WateY' flow must be restY'icted to no mOFe than 3 Ual- Ions peY' minute at 80 PSIG" -.-..-.-----____....____.._..M......____._._.._.._..............---.._..__..._..__.._.._._..___..._._.....___._...---....-..-......---....__.M......w__..w__._._..._.._...___._._._.._....__.._____ AiY'Distribution C10,,1 G Y' ~,:; t E' m '::; All ducts, fittings, mechanical equipment and plenum chambeY's shall be mechanically attached, sealed, ins- ulated and installed in aecoY'dance with the cY'iteria of Section 610.. Ducts in unconditioned attics must be insulated to a minimum of R-6.. AiY' handleY'S shall not be installed in attics unless in mechanical c 1 ()';::;(.,~ t " HVp,C Contr-ols M.._._..........___.._....____..__.._.._.._._....._.._....._.._._......._. ....-..-....-.-..-.--.--........-...---....-....--......-..-....--..-...-......-.-. 607" 1. Insulation ..-...--..-----.---..-------.-.------.-.-.----.-..-----..---------..-----..---..---------------.---.-----..-..---.....---.....------..-..----....---..-..-..-..-..------ SepaY'ate readily accessible manual or automatic theY'mostat toY' each system. CO.::!-. 1 60:2.1 Ceilings minimum R-19.. Common Walls - FY'ame R-1.1 OY' CBS R-3 both sides.. Common ceilinu & floors R-1.1. . WilliAM l. STOOPS REGISTERED ARCHITECT 5331 COMMERCIAL WAY SPRING HILL FLORIDA 34606 (904) 596-1954 December 12, 1994 BILL POE CONSTRUCTION PAS: 9819 WIND RESISTANT-GENERAL NOTES 1. The Contractor must send one set of truss construction Drawings and calculations to Architect for review. 2. It is the intent of these Drawings and Specifications to address all uplift points and areas. If tie downs are not indicated, call Architect for tie down selection. 3. All calculations and data is based upon 100 MPH wind and the set of plans furnished by Contractor. Any changes from same will void WIND RESISTANT DESIGN. 4. Wind Resistant Detail Drawings A-I and A-2 must be followed in all circumstances. These Drawings shall be used in conj unction wi tb the Builders Drawings as presented to the Architect for the preparation of Wind Resistant Designs. 5. The Wind Resistant Details must be submitted with Builders Drawings to the Building Department when applying for a permit. 6. I hereby certify that I have reviewed the attached design and found it to be in compliance with Section 1205 of the Standard Building Code. ~ ~ ~,. Wl lam L. Stoops Registered Architect FL. REG. NO. AR 000 4698 PA REG. NO. RA-003070-X NCARB CERTIFICATE NO.7 491 THRESHOLD INSPECTOR NO. 900 Data entry by: ANDREW JOHNSON Date: 12-12-94 Project name: BILL POE CONST. Location : PAS 9819 --..-.--.-...-----..------------------------------------ ._--------------------------,._-_..~. A N A L Y 5 I 5 RES IDE N T I A L WIN D DES I G NAN D A product of EDA software, Inc. --------------------------------~-- ---------------------------------------------- **** GENERAL INPUT DATA **** Permanent construction L-shaped building v I I I I I I I , : <----Plan outline : of residence I I I I I I I I 1_______,__,_______ I I ---------- .--------------------------------, Bearing wall at roof level : , I I D ------Ridge------ Bear-ing wall I'd roof level E Bearing at roof I I I I wall------) : level : I I I I :------------------- (---8earing wall v : < ,-..--.---,.....-..' A .. ----------):<------- 8 -------): : (---------------------- C ------------------------): All dimensions are out to out of studs/and/or rl1QSOnrlj 1Jf1,b.5 Dimension A = 34.67 feet Dimension 8 = 25.33 feet Dimension C = 60 feet Dimension D = 43.833 feet Dimension E = 14 feet Roof overhang in long direction from outer face of stud = Roof overhang at short end wall from outer face of stud = Height of exterior wall to top of plate on long side Roof cross slope = 6 /12 1.33 feet generally 1.33 feet generally - 9.67 feet, varies Wind velocity = 100 mph **** DEGREE OF ENCLOSURE **** ----------------------------..-----.--...---------------------------------------------- Assume that this building is a 'Partially enclosed building' per Code 1205.1.4. ---------------------------- ------..-----.------------------------------------------- **** STRUCTURAL FRAMING INPUf DATA **** *** Roof Structural Data *** Member number 1 Normal gable type house truss supported by exterior walls only Span length out to out of suppo,-ts = 43.833 feet Roof cross slope 6 /12 Truss spacing = 24 inct18s Overhang - 1.33 feet Member number 2 Normal gable type house truss- supported by exterior walls only Span length out to out of supports = 26.67 feet Roof cross slope = 6 /12 Truss spacing = 24 inches Overhang = 1.33 feet Member number 3 Normal gable type house truss--supported by exterior walls only Span length out to out of supports = 25.33 feet Roof cross slope = 6 /12 Truss spacinQ = 24 inches Overhang - 1.33 feet Member number 4 Rafter over porch only--supported at house and outside of porch Span length out to out of supports = 10 feet Roof cross slope = 6 /12 Truss spacing = 24 inctlGS Overhang = 1.33 feet *** Wall Structural Data *** Spacing of wall studs = 16 inches Total number of plates = 5 Wall stud number 1 is 8 feet high out to out of plates Wall stud number 2 is 9.67 feet high out to out of plates Wall stud number 3 is 11.67 feet high out to out of plates COEFFICIEN1S AND PRESSURES t-1ai n L..Ji nd Force f\esisti ng Systems Actual pressure = Velocity pressure x Use factor x Coefficient Wind velocity is 100 mph Mean roof height is 14.25 feet Velocity pressure is 21 psf Use factor is 1.0 Roof cross slope is 6 on 12. whicl, equals 26.56505 degrees to horizontal End zone width is 8 feet coef! i. (. i e nt. Design Pressure (psf) ___________M_________..___. --------------------------------- End zone Windward wall Windward'roof L.eeward roof Leeward wall Overhang lnterior zone Windward wall Windward roof L_eeward roof L.eeward wall Overhang ( lE ) (2E) ( 3E ) (4F) .J 1.1-3 '-I .4 1 ,,(~ 1.5 6.3 -37.8 -29.4 -29 .4 -31.5 ( 1 ) ( 2 ) ( 3 ) ( 4 ) o -29.4 -25.2 -23.1 -31.5 () 1.4 l.2 1.1 1" 5 TOTAL WIND FORCES ON ENTIRE BUILDING Main Wind Force Resisting Systems Forces transverse: Lateral forces (pounds): Windward wall = Leeward wall = Uplift forces (pounds) Windward roof Leeward roof Windward overhang = 94:'. j l\ltJ2Hd 163H~ outward '37[1:3 tJpl,.>Jard , 3<Y-) 1:')(, upltJard r' >' Ij U I, J !l ~,J iJ r d Forces longitudinal: Lateral forces (pounds): Windward wall - 136U3 inward Leeward wall = 1042 outward COEFFICIENIS AND PRESSURES r~oof ComponenU3 i1nd Cladding Actual pressure Velocity pressure Edge strip width :::;: Vel()city. F)rf:~f)~3ure x lJse factor x Coeffici€~nt ::: 21 psi Use factor ::: 1.0 - 4 feet. End zone width = 8 feet Member 1 --Span 43.833 ft.. Spacing 24 in., Member located in interior zone: Tributary Interior area Coefficient::: -1.5 Eave and ridge areas: Coefficinnt ::: --1.6 Overhang area : Coeffident::: -1.55 Wind uplift at bearing::: 1343 pounds Slope 6 /12, Overhang 1.33 ft. area::: 640.444 square feet Pressure::: -31.5 psf Pressure = -33.601 psf Pressure = -32.55 psf Member 2 ---Span 43.833 ft., ~;paci ng 24 in., Member located in end zone: I y- ibutay"y area Interior area Coefficient - -2.2 Eave and ridge areas: CoefficIent = -2.2 Overhang area Coefficient::: -1_6 Wind uplift at bearing = 18g2 pounds Slope 6 /12, Overhang 1.33 ft. ::: 640.444 square feet Pressure = -46.2 psf Pressure::: -46.2 psf Pressure = -33.601 psf Member 3 --Span 26.67 ft.. Spacing 24 in., Slope Member located in interior zone: Tributary area Interior area Coefficient -1.5 Eave and ridge areas: Coefficient - -1.6 Overhang area : Coefficient - -1.55 Wind uplift at bearing::: 860 pounds 6 /12, Overhang 1.33 ft. = 237.0963 square feet Pressure = -31.5 psf Pressure = -33.601 psf Pressure = -32.55 psf Member 4 --Span 26.67 Member located in end Interior area Eave and ridge areas: Overhang area Wind uplift at ft.. ~;pacinq 24 in., Slope 6 /12, Overhang 1.33 ft. zone: 'T'l'il)llt.ary area = 237"0963 square feet Coefficient - -2.2 Pressure = -46.2 psf Coefficient :.:: -2.2 Pressure ::: --4~.2 psf Coefficient::: --1.6 Pressure::: --33.601 psf bea y- i ng -= .1 .u:<4 POll nds Member located Interior area E::ave and ridge Overhang area Wind uplift at in interior zone: lributary Coefficie11t ~- ~1.5 areas: Coefficir'llt '-1.6 : Coefficient cc n-1.[:'J!", bea ring ,= (3,):3 pou nels area 6 /12, Overhang 1.33 ft. := 213.8696 square feet Pressure:= -31.5 psf Pressure := -33.601 psf Pressure := -32.55 psf Member 5 --Span 25.33 ft., Spacing 24 in., Slope Member 6 --Span 25.33 Member located in end Interio)- a)'ea Eave and ridge Oved,ang area lHnd uplift at ft., ~pacing 24 in., Slope 6 /12, Overhang 1.33 ft. zune: lributa)"y area := 213.8696 square feet Coefficient - -2.2 Pressure := -46.2 psf areas: Coefficient - 2.2 Pressure := -46.2 psf Coefficient -" -1.6 Pressure := -33.601 psf bear i ng -== 1128 pc,u neb Member 7 --Span 10 ft., Spacino ?4 in., Slope 6 /12, Overhang 1.33 ft. Member located in interior zone: rributary area := 33.33333 square feet Interior area Coefficient := -2.2 Pressure := -46.2 psf Eave and ridge areas: Coefficient = -~2"2 Pressure = -46.2 psf Overhang area : Coefficient --,1.736 Pressure := -36.456 psf Wind uplift at bearing -== 1J12 pnunds Member 8 ---Span 10 ft., Spacinq ,,:4 in., Slope Member located in end zone: rributary area := Interior area Coefficient := -2.2 Eave and ridge areas: Coefficient = -2.2 Overhang area Coefficient := -2.267 Wind uplift at bearing = 539 pounds 6 /12, Overhang 1.33 ft. 33.33333 square feet Pressure := -46.2 psf Pressure := -46.2 psf Pressure := -47.607 psf COE:Ff::- I C ll~:!\ll () At"!) F'f~E;:;SUf<:ES Wall COmpOl)()nt~~ and (:ladding Actual pressure Velocity pressure Edge stY'ip width -: Velocity f\reS~3LJrf:) .21 p~3t Use '" 4- feet x Use factor factor == 1.0 x Coefficient [.Jall stud number 1 _unStud hejqht 7.375 feet, Spacing 16 inches Stud located in inter ior 7CJ!lC: 1\ i butay' y ar ea ::::: 18.13021 square feet Coefficient::::: -1.697 Pressure = -35.637 psf Outward wind force on stud:::: 350 pounds Wall stud number 2 --Stud stud located in end zone: Coefficient = -1.894 Outward wind force on stud height 7.375 feet, Spacing Tributary area::::: 18.13021 Pressure::::: -39.775 psf ""' 3'-,)1 pou nds 16 inches square feet Wall stud number 3 --Stud height 9.045 feet, Spacing 16 inches Stud located in interior zone: Tributary area = 27.27068 square feet Coefficient::::: -1.693 Pressure::::: -35.553 psf Outward wind force on stud::::: 428 pounds Wall stud number 4 --Stud Stud located in end zone: Coefficient::::: -1.886 Outward wind force on stud height 9.045 feet, Spacing Tr ibutay" y area == 27.27068 I're::"sure :::: "'39.606 psf 0':: Ii;' ,/ pou nds 16 inches square feet Wall stud number 5 --Stud heiqht 11.045 feet, Spacing 16 inches stud located in interior zone: rributary area::::: 40.66401 square feet Coefficient:::: -1.688 f'lf?SSUre ::::: -35.448 psf Outward wind force on stud::::: 522 pounds Wall stud number b -Stud stud located in end zone '; Coefficient = -1.815 Outward wind force on stud hciqht '-l.OllS feet. Spacing 16 inches I Ii I> I I t a I y are a :::: 40. 6640 1 square feet I') essu Y' e ::-: '''':39.375 psf . r;,/9 pounds ROOF::' U)ADING.n '-F~oof Number 1 (POll nds per square foot) r~oof cross slope = 6 i nehE's P('Y' foot Fiberglass shingles 240 fl pel No insulation 15/32 in. roof sheathing 2 in. x 6 in. hJood trussc-)s ;1t>l\ 1. layer of 1/2 in. gypsum bOiJyr! Ceiling insulation [\<30 Air-conditioning ductwork :,,;qunre and 1 layer of 15 ** felt in. spacing e i 1 i ng.- pIa in fotal roof unit vJeLght (ill ~duP( Cosine of roof Cl..OSS slope Roof unit weight on hOl'izonlnl Full lighting Miscellaneous =: 2.55 =: 1.41 =: 3.480946 =: 2 = ..5 =: 1 =: 10.94095 =: .8944272 =: 12.23235 = ..3 =: 0 ------------------------------------------------------------------------- ----------------------------------------------------------------------------- Total =: 12.53235 Roof Unit Dead Load = 13 psf Roof dead load supported generalLy by wall =: 282.3128 plf ROOF LOADING--Roof Number ~ (pounds per square foot) Roof cross slope ~ 6 inches per foot Fiberglass shi ng les 240 fl pi')' ,;quAre and 1 layer of 15 ** fel t No insulation 15/32 in. roof sheathing 2 in. x 6 in. wood trusses at 24 in. spacing 1 layer of 1/2 in. gypsum b081d ceiling---plain Ceiling insulation R-30 Air-conditioning ductwork Total roof unit weight on slope Cosine of roof cross slope Roof unit weight on horizontal Full lighting Miscellaneous =: 2.55 =: 1.41 =: 3.480946 =: 2 = ..5 =: 1 =: 10.94095 =: .8944272 =: 12.23235 =: .3 = 0 ==============================~========================================== Total =: 12.53235 Roof Unit Dead Load = 13 psf Roof dead load supported generally by wall =: 282.3128 pIf F\OOF LOADINC;-' r~aof Numbp\:>, (pouncls P(0, SqUdlO foot) F~oo f CI ass s lope "" 6 i nc he~; pen f (lot v.'~ ~~y ,,~. .,. _. ,,_ _" ....v. ~',_ Y.'~ ..". ."" ..... ___ w. "Y -,," .'-- -" _.y ','~' -"" ."." -- FiberglFl~3s c:-d")ingle~3 240 It per square and 1 layer of 15 ** felt No insulation 15/32 in. root sheathing 2 in. x 6 in. wood trusses at 24 in. spacing 1 layer of 1/2 in. gypsum boald coiling--plain ceiling insulation R-30 Ail-conditioning ductwolk :::: 2.55 :::: 1.41 :::: 3.480946 :::: 2 = ..5 :::: 1 .._ _,. ~m ....., _ ~.._ _._ Y.'_ _._.~ _ _ _ _ ~ _v - - - - -- --- - - --- --- fotal loof unit weight on slop(> Cosine of roof cross slope :::: 10.94095 :::: .8944272 ----..-..---..--------------------------------- F~oof unit weight on horizonta.l Full lighting 1'1 i sce 11 a neous :::: 12.23235 :::: .3 :::: 0 -------------------------------.------------------------------------------- -------~--- ~----- "._---,,,._-._---~ ~._---- -- ---..,.-"'.- .,-. -- ..- -~ -.., ~---------~-~--,----- ~------------------------- Total :::: 12.53235 Roof Unit Dead Load == 13 psf Roof dead load supported generally by wall"" 282.3128 plf ROOF LOADING---Roof Number 4 (pounds per square foot) Roof cross slope == b inches per foot F ibergla~3s ~3hi ngles 240 it P('l :~q!l(HC' and layer of 15 # fel t No insulation 15/32 in. loof sheat.hing 2 in. x 6 in_ wood trussos at /~ ill. spacing 1 layer of 1/2 in. gypsum board ceiling--plain Ceiling insulation R-30 Air-conditioning ductwolk :::: 2.55 :::: 1.41 == 3.480946 :::: 2 = ..5 :::: 1 __. .__ ..~.._'_ ,~_ _~ .<,y '"__....~ ~_.~ _~ - ___ ~ v_ ~_ ~._ .__..... _ _._ __ - -- - -- -- - --- - ---- Total roof unit weight on slope Cosine of roof cross slope :::: 10.94095 :::: .8944272 --------.------ -----~-- ----- -...------------------------------------------ Roof unit weight on horizontal Full lighting Miscellaneous :::: 12.23235 :::: .3 :::: 0 --------------------------- ----------------------------------------------- ------------------------.-.--.----- .._----,._------~------------------------------------ Total :::: 12.53235 Roof Unit Dead Load = 13 psf Roof dead load supported generally by wall:::: 282.3128 plf Iwor' LOADING I\oof Numbe) " (p()tHlds pel squa,s foot) I\oof (;)'Of:'S slope' '7" (, incllf"c:; PC'1 foot F iberplass :::::I)irlqle:3 240 Ii PC") ".'II.I;1)"P and 1. layer of 15 -** felt No im'3ulation I. ~)/32 in. roof c.')heathi ng 2 in. x 6 in. wood t,usses at 2~ in. spacing 1 1;;11'8, of 1/;-;; in. gypsum L)()(3)'d ceiling-"-plain Ceiling insulation R-30 Air-conditioning ductwork :: 2.55 :: 1.41 :: 3.480946 :: 2 = ..5 :: 1 -.-----.--- ----~--_._------------------_._------- Total roof unit weight on sLope Cosine of roof cross slope :: 10.94095 :: .8944272 ".. _."~' ,,,~ ..~ v.~ ._ ~ _ __ _ _ .......'~ - -- ..- - - -.. ._. - ~- -- -- -- -- - -- f~oof unit. weight Full lighting Miscellaneous on horiz()ntJ1] :: 12.23235 :: .3 :: 0 ------------------------------------------------------------------------- -------------.-----------.----..--.- --..-------------------------------------------- Total :: 12.53235 Roof Unit Dead Load = 13 psf Roof dead load suppo,ted generally by wall:: 282.3128 pIf ROOF LOADING--Roof Number 6 (pounds per square foot) Roof c,oss slope:: 6 inche~3 PC) foot Fiberglass shingles 240 >> per square and 1 layer of 15 -** felt No insulation 15/32 in. roof sheathing 2 in. x 6 in. wood trusses at 24 in. spacing 1 layer of 1/2 in. gypsum board ceiling plain Ceiling insulati()n R-<30 Air-conditioning ductwork :: 2.55 :: 1.41 :: 3.480946 :: 2 == ..5 := 1 .~_ ~,~~., _~ __ ~,__ ~._ <0_ v'.v ~_ __ _ ~_ ~_ _ __ __ _ __ -- - - -- - - - ~ - -_.~.~ - -- -- - - -- latal roof unit weight on slope Cosine of roof cross slope Roof unit weight on horizontal Full lighting Miscellaneous :: 10.94095 "" .8944272 :: 12.23235 :: .3 :: 0 =====================~~===:~=~=~~========================================= Total :: 12.53235 Roof Unit Dead Load "" 13 psf Roof dead load supported general Ly by wall - 282.3128 pIf f<OUF I_OAUTf'-lG--F<oof Numbpl 7 (r'nl"llld~-: per squa)'e foot) F~oof c r OC::S s.l. ope::: () j 11(,11(':; I'{ \ t 1)01' Fiberglac3s shingles ;"40 tt pen C:CJlIf:lf() ::Hld 1 layer' of 15 tt felt No insulation 15/32 in. roof shuathinq ;> in. x (,in. lrJood tnls~3es nt ,'<1 in. spae: i ng 1 1 a y (' y 0 f 1 /;'J i n, q y p~; 1...1 III he, ill 1 1 (' f~ i L i n g p .I. a i n Ceiling insulation R 30 Air"conditioning ductvJor k Total loof unit Height on ~,Ic)p(' Cosine at roof cross slope Poof unit: lrJeight Full lighting t1i see 11 a nAOI)~, = 2.55 = 1.41 = 3.480946 = 2 .5 = 1 = 10.94095 = .8944272 un hori7ontal. = 12.23235 - .3 = 0 --------------~------_._.- -.-------.------.---.------.--.---.-.---... Tota 1 _N_________________________________________ . --- .....- ~'_. - ,--- ..." -.. ~._-_. ...- -----_.- ._- - ... .-- -- .~- --- ------------------ = 12.53235 F~oof Unit Ueael Load:c:: 13 pc,:! Poof dead load supported generally by Hall 282.3128 plf F~OOF LOA[)ING'h'f~oof Number U (POll nds per squa,e foot) Roof cross slope::: (, inch(,y; pel' foot Fiberglass shingles 240 ff per square and 1 laye, of 15 # felt No insuli3tion 15/32 in. roof sheathing 2 in. x h in. Hood trusses at 74 in. spacing 1 laye, of 1/2 in. gYPsllrn f)o(l)cl c{~iJirlg -plain Ceiling insula! ion P J() ('IiI conditioni"lg (Jtlctworl, lotal roof unit weight on slope Cosine of roof cross slope Roof unit Height on horizontf:ll Full lighti ng Miscellaneous ----------------- ._~---------_._.._-_._.--- _ _. ~_ ~n' __ __ _,_.~ ~n ~~ _ __ '"_ _~'_ ._w ~... ,._ .._ n__ .__ ,.... . --------------------------------------- ._.~-----_.~._.._~----------------------------- ::::: 2.55 = 1.41 == 3..480946 = 2 = ..5 = 1 = 10.94095 = .8944272 = 12.23235 :::: .3 :::: 0 Total = 12.53235 Roof Unit Dead Load = 13 psf Roof dead load suppo,ted generally by wall = 282.3128 pIf ROOF MEMBER DEAG LuAG REACTIONS Al BEARINGS All \jnlll " ;l\i" in pound~, I<oof member number ''-'PAn /13 . H3j feEd; , <).1 op!'" 6 /12 , interior zone----- 564 Poof member number , ) ,,';pAn /13 ,U33 feet Slope 6 /12 end zone--------- 564 , , Roof member number ':) -, '-Spa n ;)(, (,7 feet Slope 6 /12 inter ior zone----- 349 ' , , , Roof member number 4 0" -- c:.pn n ;)(, .67 feet , Slope 6 /12 , end zone--------- 349 f~oof member number r:. ~:) f) 0 n " ~ ,3 feet Slope 6 /12 interior zone---- 332 ,~.) ,.' ",' , , Roof member number" 6 -- (~pa n ..:_~ L) ,( ~ feet ':; lope 6 /12 , end zone---------- 332 Roof member number / ':,pa n I 0 feet , ,,31 ope 6 /12 , inter ior zone---- 140 f~oof membe I' I)U rnLl;;' I H Span J() I"eet , Slope 6 /12 , end zone--------- 140 ') , ~ \1 1.,1 1\ H Y 0 f H U R R I CAN E Hughes hurricane anchors Truss number 1 -Span 43.833 feet, located in interior zone:--------Model TA-18 to masonry RT-18112 to Wd. frame Truss number 2 --Span 43.833 feet, located in end zone:-----------2-Model TA-18 to masonry 2-RT-18112 to Wd. Frame Truss number 3 --Span 26.67 feet, located in interior zone:-------Model TA-t8 to masonry RT-18112 to Wd. Frame Truss number 4 --Span 26.67 feet, located in end zone:-----------Model TA-18 to masonry RT-181 12 to Wd. Frame Truss number 5 --Span 25.33 feet, located in interior zone:-------Model TA-18 to masonry RT-18112 to Wd. Frame Truss number 6 --Span 25.33 feet, located in end zone:------------Model T A-18 to masonry RT -18112 to Wd. Frame Truss number 7 --Span 10 feet, located in interior zone:----------Model T A-18 to masonry RT-18112 to Wd. Frame Truss number 8 --Span 10 feet, located in end zone:----------------Model TA-18 to masonry RT -18112 to Wd. Frame NOTE: ANCHORS SPECIFIED ARE FOR BOTH MASONRY OR FRAME IF APPliCABLE SUMMARY OF HURRICANE ANCHOR ANALYSIS Truss 1 -Gable roof--Span 43.833 feet, at 24 inches oc-in interior zone: Uplift ... 1343 Dead - 564 Net = 779 Truss 2 -Gable roof--Span 43.833 feet, at 24 inches oc--in end zone: Uplift == 1892 Dead == 564 Net = 1328 Truss 3 -Gable roct--Span 26.67 feet, at 24 inches oc-in interior zone: Uplift ... 860 Dead... 349 Net = 511 Truss 4 -Gable roof--Span 26.67 feet, at 24 inches oc-in end zone: Uplift,," 1184 Dead... 349 Net = 835 Truss 5 --Gable roof--Span 26.67 feet, at 24 inches oc-in interior zone: Uplift ... 823 Dead"" 332 Net.". 491 Truss 6 -Gable roof-Span 25.33 feet, at 24 inches oc--in end zone: Uplift ... 1128 Dead"" 332 Net... 796 Truss 7 -Porch roof--Span 10 feet, at 24 inches oc--in interior zone: Uplift... 412 Dead"" 140 Net... 272 Truss 8 --Porch root--Span 10 teet, at 24 inches oc--in end zone: Uplift == 539 Dead == 140 Net"" 399 NOTE: ALL ANCHORS TO BE NAILED TO HUGHES SPECIFICATIONS USTED ON CHARTS BELOW '\-:1'** ANAL'{(',T:~:; ur' [;:()CW <,IIEAllllt,ICi FOR r~ASTEt~EI\ WITHDRAWAL **** End 70 ne (en- eas ,-~,(:, ;) IKI (,) I,d dt 11 co n feet Roof t.Y'usse~c; all" ::',outhern f'ilk 11,11111-)(:>1, spi:lced at 24 inches Sheathing is 15/32 inch with 110 inte)'mediate blocking Size of shea.thi ng is 48 i ncl1nc'; hy 'If. i. ncl)(~s Sheathing overhangs end 1~lalJ hy' 1.33 inches fasteners along end truss are 16 ga. x 2 in. staples spaced at 6 inches Fasteners along end wall ale [f, go. X 2 in. staples spaced at 6 inches Fasteners along illt. trusses are 16 ga. x 2 in. staples spaced at 6 inches Total outward wind force on sheathing = 1728 pounds rot a 1 wit h cl)' a l;J a J r e::-:: i c~ tan c e n f Ii /} . I:, () 1 ? I:; :':3 tap 1 e = 2 3 !:, 3 pounds (increased for wind) F as ten i n 9 0 f r () 0 f "'; h c~ a t h i n q ',;;1 t j ~c: f j e sea d ere qui rem en t s . **** AI'-lALY~;J ':) ':::,hecJr anal>':::ds OF fWOF 5HLAIIIJ},ICi AS SHEAR DIAPHRAGM applies along supporting shearwalls. TRANSVERSE **** Roof t n.H3~3es ar e ()OUtfH~) n f'i llI' lllmbre-r, spac\,."d at ;~4 inches ':;;heathin9 j,s CD plY1r-Jood ',henthillcJ. 1<,/32 inch thick She a t h i n 9 has no i n t () l' rn C' (:li n t I' h 1 () c ki, n 9 Fasteners on panel ends are 16 g8. x 2 in. staples spaced at 6 inches Fastener"s in PAnel inter;()1 cl)C':I(, qa. X 2 in. staples spaced at 6 inches Total loud Iota! lateral wind force on htlilding force t r a n~,,:fe1'1'" ed t,hrnuqh d i apfw agm to shearwall s length of shern wn J 1 c"; := 17263 pounds := 8631 pounds ::::: 55 feet Actual diaphragmfon:;e pel Ul!.i t 1 ength of shearwall A J low a b 1 e d i i1 P h r n gill for c c' pel I I 11 i i 1 f'! n 9 t: h 0 f shear wall == 175 plf := 176 plf *** ::':'ufllma r)" of 1'1 na l)ls L;;tll Roof sheathin9 cLiaphra9m satic,fics Code requir"ements. **** ANAL Y~)IS OF ROOF (~;IIE:ATlIII\jG AS SHEAR DIAPHRAGM LONGITUDINAL **** SheeH analysis applies along ~3Uppo).ting ~3hean.Jalls. Roof trusses are Southern pine lumher. spaced at 24 inches Sheathing is CD plYI;,IOod sheatldnq, 15/32 inch thick Sheathing has no intermediate blocking Fasteners on panel ends an? 16 ga. x 2 in. staples spaced at 6 inches Fasteners in panel interior are 16 ga. x 2 in. staples spaced at 6 inches Total lateral wind force on building Tota 1 force tr a nsfer red i In ou'1l1 d i aphr' agm to shean<Jalls Total length of shearwalls := 14725 pounds := 7362.5 pounds :::: 42 feet f":Ictual diaphr 89m f on:('> P'I U 11 it 1 cflqth of ~~hearwalI A 110wab 1 e d i 8phr aCjm fo)'cp Pi") It 1 d,1. lengt,h of shearwall := 175 plf :::: 176 pIf *** Summary of f":Inalysis :i:;,f:t Roof sheathing diaphra9m sat isfies Code requirements. PERMITTING APPROVAL FORM FOR SILVER OAKS CITY OF ZEPHYRHILLS BUILDING DEPARTMENT ,,' To Whom it May Concern: \' Please be advised that the full set of Construction Plans including site or plot plan has been submitted and approved by the C.R.C. committee for: Bat-. f6c (J~Jsr~IIC7faN' BUILDER 9071- 5"83 - '199;;. PHONE l? 1J..&x 7'6s- STREET ADDRESS -- 1,L:r:-LEj CITY rL STATE -3:3'5"" 93 ZIP FOR: 8! LOT # 57C:/'tf &CN f;f F PHASE Oi/llLLeS ~ f?r;J L~17N e OWNER NAME ~2~~ DES ITTED Ijgo~f/' DATE" AP R VED APPROVED BY: 5, Jwdltanc !)11 ~nrnu:J.M' -:/-.~~ ,. -' 7025 Fort King Rd. Zephyrhills, Florida 33541 (813) 788-0aks 782-6900 ,..,,~.~"""."iI'}"r-'?o;-'~.-."'Ir"i,~""'"'"T'r~:_'~~'-lil'1\..~. - ..........".. "~-O-;; '.'~'''''''-::-:. ':0:"7.'0 """.~,'T:"""""'r;_"~ "'orr:"'~'''~ ~{'" PASCO COUNTY, FLORIDA Permit No. Date Permitted Builder Name/Owner Name ... County Parcel No. Location '/.. Subd. Classification/Type of Use I TRANSPORTATION IMPACT FEE CALCULATION EXEMPT 0 Rate $ Zone No. Sq. Ft./Unit Prepared By Impact Fee Amount $ .#".W""--~' ....e... ......'.-~ The above impact fee has been established pursuant to the Pasco County Transportation Impact Ordinance as adopted by the Board of County Commissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy or authority to utilize the permitted structure. RESOURCE RECOVERY ASSESSMENT EXEMPT 0 RESIDENTIAL NONRESIDENTIAL No. Units Gross Sq. Ft. (GSF) Rate/ERU - 50.00 x 0.96*/Year or $0. 1315/Day ERU Assign No. Assessment - (No. Units) x ($0.1315) x (No. Days) Assessment - (GSF) x (ERU) X (0.1315) x (No. Days) 100 TOTAL FEE $ TOTAL FEE $ *Discounted for Prepayment The above assessment has been established pursuant to the Pasco County Ordinance No. 89-07 and Resolution No. 89-197, as commended. " THE ASSESSMENT WILL BE CALCULATED AT THE TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE IS~UED UNTIL THE AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY. Ackngwledgement below does not imply acceptance of concurrence, but simply receipt of a copy of this form, placing the building permit owner on notice of this assessment and the conditions of payment for same. Date Received By -------------------------------------------------------------------------------------------------------------------.-------------------------------- OFFICE USE ONLY BY BY /'.. ...1 DATE DATE TRANSPORTATION REC. NO. RESOURCE RECOVERY REC. NO. White Applicant Canary Trans/Finance Canary RR/Finance Pink Office Green Bldg/lnsp feecal:ce i... ;.... ~ -' ~ \\: ~ i l~ ~ ~"O ~ N )) ~ t' ~ 'V') I -1 1- ~ T I \ ~ iJ ~ ~' ' " r ~ \, , , c LA 'S ~ L..E:- , "::1 "'30' 2. ...~).: l J T l-~ 'v'--.lf__ 'S.r l..__(.)~...,,) f."'" 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H 0: C1. ~ H IV III c: .c rl 0 ~.c ~ ("j M "<:t L[) lJ) r- "1 ) r-, ~ III c: .c: 0 ~ c: 'tl ' rl ~ .~ ~ 'rl H H 0 Orl ~tL. , \ ,.... '0 >'CI.I ~ ~J .rl ~ ~ CI.I H III ClI ClI U H n.H CI.I IV >'H'tl .0 c: ~ >. ::l 41 Cl.I .c :> H ::l HVl III c: III >.0 e '--. ., U) Ul (4 ~ z :::>~ o:t: 0(4 HUl ~ .1; 0 >"-1 Ul E-<H Oo:t: ZO: \D I r-- rl lC) rl .... \D CI.I o H 'g ClIU 41 ~ ~0.4I 10 III :> ~ .c '0-1 U)U~ >< co o "-1 ~ 0. "-1 0: p. c: 41 ) 'tl 0 ~t3 C E N T R ALP E R M I T T PASCO COUNTY, FLORIDA CONTf':;:ACTOf~: ~*: NAME: BILL POE CONST ADDR: 6726 STEPHENS PATH Cr::;T: ZHIL.U::; Fell::;: : Ht:::::::;OLU:;:C:E CI.-!ECI< *i: C:A::::H 03-26-21-0160-00000-0280 DATE: 1.2/30/94- PAGE: 1 OF 1 I ::::;::::;UE OFF I CE : [i REeE I F'T 1'~'-lI"IBR: 0023471;3 OFFICE: DADE CITY I ~.i Ci nCCNT 114 TerrAL. AI1UUI\H: COMPNY ACCOUNT CENTER 8450 - 363000 - k .14 AMOUNT DESCRIPTION/PERMT DATA DR/CR .14 ****** SOLID WASTE FEE 60 f;:ECE I \,lED BY ~. I~ &cL _._--~- -- -,-.- ,- ._, ,------------------.----'- - - "'t ~ . . F'- F'- to 1f) SUI.: 3/na J-...--- 26 ' 8 It -+- 3' 'u -.1 3 4 ----, T 08-7 -- 1-8 I It-_ - " - p.-V "- "- / i ~ rJ, ~ "- / I- a i ~ "- /' ~ ~ 6 " / ~ -8 ~ "- / " / / " / "- L ~I ..... ~S E ~C ,. t1 - c.. - n / '\ / " -~ .- ~ " F / / "- 0 "- 1'-4 A E .. ill T_" "- 1'-41 I nA-ll ! - ~- ~ ",,, 15- I- ~ e+-12' -+9' --t-~~.. 7' -t~1 -25'411 60' -r 2'10. t - a Ti . (Y) "'t 4 4. t 6'4. 1. ~ r BILL POE CU~TOM HOMES i GLEN STEPHENS LOT 28 SILVER OAKS ~J~E~-PlrCH 3/12 INT PITCH OH VARIES 559 LOADING 8. BRG -UPITff-I-'"'REACTIUNS rrQs L . A L M R 72 470 470 1613 1513 S1 200 200 476 476 -- T64 4650 4650 14461 14461 S10 670 540 2183 1964 S9 690-670-240/ 2077-2974-131 S8 630 520 1946 1712 -~ S5 730 790 23BO 2412 T12 230 220 656 624 TG5 ~650 4650 16476 15476 THESE CALCULATIONS ARE BASED ON 110 MPH WINO LOADING j ALL GABLES HAV~ AN 125UL PLF ( ~ 6~ -:;$ . DO -r-'A;<.. ,{{J Q !,'~ \.