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Home My WebLink About01-0272 BUILDING PERMIT~2 0272 CITY OF ZEPHYRHILLS (813) 788-6611 Permit Date '-//24/01 I ~o.~ BUILDING ELE~ICAL PLUM~G Property Owner: \SO., '-t. S D b 1\0.(' S+ore.s Job Address: /141 6Cc. t' &1 vel. Parcell.D. # )~ -)S . 1., OOlO.. 0 ~ g oc), ODoO MEC~NICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: Energy Code: Descriotion of Work T ..... ~ ..f..a., t I ,? .'.s 5 c2.r Radon Gas: 5fc;>",~ FrIO......,. )T ~" 1] /.,Jc FINAL 5 -- IO-CJ ( DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector S' R ~o- _:~;~~~~:e --:7c~Q Company Address Telephone# /Ie 7 1./6 7 -1:5/ b Valuation or '" 0 0,2 Contract Price---3 ~ ,0 0 , , City License Registration # State Certified License# c~ s+u- G:,... ~~. to~f. BUILDING ~ ') 6 ELEClI RICAL PLUMB ~G ME~HANICAL - Ftr. Tp. Servo SLB Breakers Pre SLB Rough In Tub Set Ducts Insl. Lintel Meter Can Water Compressor FRM. Const. Pole Sewer \ Final Insul. CL Pool \ Final \ \ \ \ - WL Pre Meter Final 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. DATE: 04/19/01 PASCO COUNTY PROPERTY APPRAISER o N - L I N E PAR C E L P R I N T 0 U T 10:13:53 PARCEL-ID: 35 25 21 0010 08800 0000 SC TP RG SUB BLOCK LOT PARENT: 35 25 21 0010 07200 0000 NOTES: 89 AG DEN-NEW APP-CONCIRE ZNG CHG TO C2/RC NAME: CONCIRE INC /ADDR TYPE: STATUS: A DLA: 011094 DATE-SPLIT: 083090/DMF 89 ZHILLS ANNEX ORD 443 & SPT 1-88-1;A/C-T/C 12-93 7335 GALL BLVD #2 CLASS: 16 LETTER CD- OWNER CHG- ZEPHYRHILLS FL 335414372 ZEPHYRHILLS, FL STREET ADDRESS: 7252 GALL BLVD VALUE & LAND AG: -MRKT: BLDG: XFOB: TAX INFO: 920013 3453468 173811 E X E M P T ION I N F 0: SOH NOM CD H W D V T PCT HX-OVRIDE YEAR ** NO EXEMPTION(S) ON FILE ** HX APP DATE S YR APPR: SOH: EXMT: 4547292 -------------------- -------------------- TXBL: 4547292 ACRES: 9.89 AREA: 30ZH LOTS: CHG: DENIAL TYPE: AUTOMATIC RECEIPT DATE: HX VAL: MKT CHG HX: MC LAND HX: PHYS HX: o o o o NON-HX: NON-HX: NON-HX: NON-HX: 4547292 228156- o o PRIOR YR VALUE: PRIOR YEAR MKT: MKT DIFFERENCE: PRIOR HX VALUE: PRIOR HX PCT: PRIOR NON HX: 4775448 4775448 o o 4775448 YEAR 1988 1988 MON 02 12 BOOK 1682 1765 PAGE 1456 1282 S ALE S: SALES-AMT INST XFER WD WD QUAL ST LIFE DATE: 04/19/01 PASCO COUNTY PROPERTY APPRAISER o N - L I N E PAR C E L P R I N T 0 U T PARCEL-ID: 35 25 21 0010 08800 0000 TYPE: SC TP RG SUB BLOCK LOT 10:13:53 STATUS: A DLA: 011094 LEG A L DES C RIP T ION: ASSESSED IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA ZEPHYRHILLS COLONY CO LANDS PB LOT 8 PASCO MED ARTS CTR PB 23 SW1/4 OF SEC TH ALG N BDY OF 20"W 514.86FT TO PT ON W BDY 57"E 188.54FT TH S9'3"W 16.33 S9'3"W 65FT TH S89DG 50'57"E S9'3"W 433.51FT TO NE COR OF S ALG N BDY OF SAID S 178FT N89 FT TO NW COR OF LOT 5 PASCO SAID CTR N89DG55'34"W 60FT TH 259FT TH S9'3"W 205.36 FT TO S SAID BDY N89DG56'33"W 133.84FT ALG SAID R/W ALG 57395.8FT RAD 747.11FT TH S89DG 50' 57"E N89DG 50'57"W 173.54FT TH N7' 1 PG 55 POR TRS 73 88&89 & POR PG 24 DESC AS: COM NW COR OF SW1/4 S89DG51'40"E 15FT TH S7' OF TR 73 FOR POB TH S89DG 50' FT TH S89DG50'57"E 305.23FT TH 154,33FT TO E BDY OF TR 73 TH 178FT OF E 250FT OF TR 89 TH DG55'34"W 250FT TH S9'3"W 178 MED ARTS CTR TH ALG N BDY OF N9'3"E 69FT TH N89DG55'34"W BDY OF AFORESAID LOT 8 TH ALG TO E R/W LINE US HWY 301 TH CV CONCAVE WLY CHD N4' 17"W 171.18FT TH N9'3"E 197FT TH 20"E 3FT TO POB OR 1765 PG1282 04/l3/2001 13:55 9~47354598 BAUMGARTNER BENNETT PAGE 02 Zfl~(~;{J; " . . ~ .i. 1 L~GAl DEC;C~\PT\OU . - ~iS, 74.1 7~, sa A\..lO 6~, Lli.~ eoA.Q ioZ.\~...<T,~ WA'T. 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'1 E' pi-J '" 2l-J II:..L.~ CO'..C'""",, y' '::,y ,;. ~~ '1" LA).,,) 04b ~1..1 ~ 1':) I V '......100 h.c., '2E"-O(?.PE'i.:' \!oJ ?l..~i .f:,C><.:)1t:. \, ?~~=- 1:0,;,. 17>..J~L..$' l'.€"o~~ O~ PA.~"o L.Ou~T'Y I F'L02.1 ~A. . "TCX:;~~::-~ \,1./'-""" ",,..; Y:b.'?E::t"",\h..l" l=G~ ;.;Zl..:,..it,.;'1ir ':)'.)'ZPC~..~t:::. OJS\'l. niT; ("...0....,. 'ZP:' ,0 FaE::,.. "I=- \1-4= "'E:h.,...?-....o 01 Fe. e,- L"'''''' T\..le EA~T la:.::>. C> ~~StT ~ il ~W;;4 o~j"~e ';;"w Y4 OF- ~e: t-.JWY4 OF- 4:f':':'i'IOIoJ -:::'&7, TO,i...J~~',...lI'P ",S c.:.oVTI I?-A.)..l e:, e:- "t \ E' ,b. ~,... i l ~ ~ e "'bO ....rr H \.:., 0 F t;; =T . Exhibit "BlI .., ., , ., 04/:6/2~01 14:17 96473645~8 BAUMGARTNER BENNETT 0 t [ "Z' ~ .. ..,.. PRtnv P~D ROAD ," ~Nn. CJ " ~ 0 ~ '- 0 ~ " ~ l"J ti ~ ;0 ~ lh Ct\ ~ ...t" · (;' .. ::t: - _ 1:. ~ I ." ...to. t' ~ X' ("'" ~. ~ 1> ~ ~ ,." ~ ~ ""....s- '" -t 4: V', $J V s= '" " "', - ~ . , ~ % CJ < cat l'II ~ ':< ~ ""C ~ "It :::c. - t: "" ~ .... ~ He MEDICAl AVE [~ ~~g~ r--:p)n >>::> r PAGE 02 $1 U.PLl:CA'l'IOlt J'OR PERMIT <:IT]( OJ' DtJlDaILL.8 BtnLD:QIG D&P~ D.&B DCBtvIlD lLaKS DVImr I"U OWNEN' S NAME Bop!/,(" JOB ADDRESS 75#?~ j)iJl!ATL .Sfl'J~ 1Jr/9-1/ (5LI/). ZvpJ4,Ffef/t//f 73(, -'/662- PHONB 1#'1 PL PARCEL ID # LEGAL DESCRI~TIONl LOT(S) WORK PROPSED: DNEW CONSrRUCTION DSIGN PRO:E>OSED USE: OSGL FAMILY DWELLING CI COMMERCIAL ..... /' 5L~ .#f-A-O~ ~ BLOCK :st18DIVISION (OBTAIN FROM PROP~RTY ~AX NCTTCEl o ADDITION o MOVE fl(I N5 TALL o AI.TEAA.T ION IS:.. DEMOLISH D REPAIR CJMULTI-FAMILY DWDUSTRIAL 0# 01' UNITS D SWIMMING POOL D MOBILE HOME o OTHER I r.:::J RESTAURANT' HEALTH DlI:J?AP.TMENT J\PPROwu. DESCRIPTION OF WORK ~PHI I 2.15" X 8r; BUILDING SIZE RESIDENTIAl. I COMMI!:RCIAL: OQ. BUILDINa o ELEC'1'RlCAL OPLttMBING CI MECHANICAL o GAS D ROOFING TnE OF CQWSTRUCTION: $.,.BI.OCK CJ OTHER iJJ~'J6Yr. $"~ Au;N7 ~~ SQUARE FOOTAGE /~, 6J()O , .t: {} ~o g LF.rc.fL- 0- lut HEIGHT L ATTACH (2) PLOT PLANS, (2) SETS OF aUILOING PLANS & (1) SET ENERGY FORMS. ATTACH (3) 5sTS OF BUILDING PLANS & (1) SBT ENERGY FORMS. PROPERTY SURVE:t REQUIRED FOR ALL NEW CONSTRUCTION. PEJOaTS RJ:QUZS~ I t./~ :'" . !$ ~AMP I ~(tt CJ SPECIALTY ~UATION OF TOTAL CONSTRUCTION o Cl SBRV!CE FLORIDA POWER W.R.E.C. \?l..LUATION OF Ni:CHANCIAL INS~ALLA.TION Cl OTaER o FRAME o STBEL FINISHED FLOOR ELEVATIONS 19 PROJECT IN FLOOD ZON!!: AP.EAD YES Ill{ NO w~ll!~~~~j~j:ij;~f:iif;~~r:ili~~ii1j~~~~~;~l~tJI~iJ.~~f~r~~~ ;r~~qt~~~::j;~:~;I;~:j;i~;~k~ir;~~lt~~3fJ:~fJ~;~~~@.:1@;:~~}J ~.J:]1.1.i6~j!~,~~f,~.tt~ ~,.~~"~",~~ '_1IUm....~"~...l,.:~~w~..);,.I,....,~.1'1~1~1.J..~! .,n- ,et. ,,~.~.i tt:',,,.~ .~..l...,,_.~.,~...! t ~ 1 "1 .. .,.."'..rJt..,...,........ffh:....,.., BUlL'DSR SIGNATURE Jilz.&c:Dl:CIU SIGNATURE JlIAJNI!lD. SIGNATURE MZCH.IJIICAL SIGNATURE OmBa CO)U)AN'! ~~ C!t?^""'" ~.o~ 14vC-. ~~ ~ STATE CEST OS REGIST # i"J:i 5;1?, CI'I'Y PROCESSING # ;2 s?~~.K. *************.**....***.***......*...............**.******.******* M~ COMPANY. . STATi CERT OR REGIST # CITY PROCESSING # ***.. .***..*~******.*......***.*..**.*.*.*.**.*.**.*.*.....*..... . . COMl'AN"f STAT! CERX OR REGIST # CITY PROCESSING # w*..~..*w..*****.****..*.**..**.*.....**....**..***********~ M COMPANY. ^ r STATE CBRT OR REGIST *' I\I_J___ CITY PROCESSING ~ t ****.***********.*********.......*..*****.................******. SIGNATURE COMPANY STATE CE~~ OR REGIST H CITY PROCESSING ij Z d ..*...*..*.**.**....*****************.*********.***************** 86vO'ON SllIH~^Hd3Z ~O All8 v~dLt:Zl [OOZ 'LI'Jd~ CONDITIONS OF iERMIT AFrIDAVIT A. NOT.ICE OF' DEED RESTRICTIONS The und.r~1qned underatanda th~t thie permit may be ~ubject to ~doed restrict10nBN which may be more restrictive than City regulations. Th. undersigned a..um.. responsibility for oompliance with any app11aable d..d rCDtriction~. B. UNLICENSED CONTRACTO~ AND CONTRACTOR RESPONSIBILITIES If the owner ha. hired a contractor or ~ontr.ctors to undertake work, tbey ~y be requir6Q to be licensed in accordanoe with state ana local regulation.. If the cont~.ctor is not licenseQ a4 required by law, both tQe owner and contractor may be cited tor a misdemeanor violation under state l.w. If the owner or intended oontractor are uncertain as to whAt licen~ing requirement. mAY apply for the intended work, they are adVised to contact the City of Zephyrhill. a~11din~ D.partment, 813-786-6611. i'urt:.h.noor.... if t:.h& o~r haiR h'i ~.d a M^"'.............",t-:^... ^""" ~....""'r~_...._.._ ,,_.... _M". __-' .._ 'L.._..__ contractor(s) sign portions of the "Cont~Actor SeetionsN of th18 application fo~ whieh they will be ~e.pon$ible. If you, a~ the owner signe a~ the contractor, you are indlcat~ng that you. rather th.n tn. oontractor, are reapon.ibl. for the work. If the contracto~ w1.ho~ you to .ign aa contractor that ~y be an indication that he 1s not prop.rly licensed and i$ not .ntitl~ to pe~tting privileqes in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES ,D. CONSTRUCTUION LIEN LAW (CHAPTER '713, FLORID.I. STATUTES, AS AMENDED) t certify that It the applicant, have b..n provided with a copy of ~rlor~d~" Construction lien Law - Homeowner'a Protection GuideH prepared by the Floriaa Department of Agriculture and Cons~r Affairs. If the applicant is someone other that the "ownerN, I oerity that I have obta1ned a copy of the above d.soribed doo~ent and prom1.. in good faith to doliver it to the ~owne~n prior to commencement. E. CONT~CTOR'S/OWNER'S AF~lDA~T I certify that all the info~tion in this application 1s accurate and that all work will b. donw in compliance with all applioable lawa regulating eonat~uotion, zoninq, and land development. Application 18 hereby made to obtain. permit to do wo~k and installation .a indicated. I certify that no work or installatlon has commenced prior to issuanoe of a permit and that all work will he perfor.med to meet .t.ndarda of all law. regulatin9 construction, City codes, zonin~r.gulations, and land development regulations in the jurisdiction. I &lao certify that I understand that the regulations of other governmental agencies may apply to the intended work, at'ld that it i8 my r..ponillibllity to identJ.fy what !lotions I Rn.u,t take to be in compliance. Such agencies include but are not 11mdted to: *Department of Environmental Reg~lation-Cyprea~ Bayheads, Wetl.nd Areas and Envi~onmentally Sensitive Lands, Water/Wastewate~ Tr.atment *Southweat Florida Water Hanaqement District-Well., Cypress Bayheads, Wetland Areas, Altering Wat.reour... *AImy Co~p~ of Engineers-seawalla, Docks, Navigable Waterways *Department of Health' Rehabilitative Serviee., Envi~onment.l Health Unit-Well., Wastewater Treatment, Septic Tanks *U.S. ~nv1ro~nt.l Proteotion Agency-Asbestos kb.te~nt I alBO certify that, if fill material 1s to be used in ~lood Zone ~AN or ~A,.tc.", it is understood that a d~ainag. plan addreesinq a ~compen.~ting volumeN will b. submitted which 1s prepared by a professional engineer registered in the State of rlo~ida prior to p~rmit hsuance. A per.mit issued shall he ~onstrued to be a lioen.. to proceed with the work and not as authority to violate, cancel, alter, or .et .aid. any prov1~ion. of the technical oodes, nor shall issuance ot a permit prevent the Buildinq Otfic1al from thereaft~r requiring a correction of errors in plans, construction, or v1olatio~8 of any code. Every pe~t i~5Ued shall become invalid unless the wo~k authorized by such per.mit 18 commenced within six months of issuance, or if work a~tho~1z~ by the peomit is suspended or abandoned for a period ot ~ix months after the time the work is commenced. One 90 day extension of 'time may be allowed tor the permit with fe. chlrg. of $15.00. The ext.nsion Ih.ll be requested in writing to the Building Ott101&1. An approved inspection muat be lo~~.d during ..oh 8ix month period, or the projeot will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN'l' MA't RESULT IN YOUR ~AYING TWICE FOR IMPROVEMENTS '1'0 YOUR I?ROn~TY. rr YOU INTEND '1'0 O!TAlN !'~CIN(3, CONSUJ"T WITH YOUR 'LENDltR OR AN ATTORNEY BEFORE RECORDING YOUR NOTIC! or CO)JMENCEMENT. JOBS UNO!~ 1"SuOO a=ro~ AND PD'T~~. SIGNA: URE: OWNER OR ~T ., ATU I 'I'M R STATIil OIi' Ii'LORIDA S,o . al {' COUNTY OF '- ......f{) \ \\ T~~ foregoing instrument wa. aOKnowledged Before me ~hi5 ~ day of ADci \ ,~. I by f'cr~ ('J(\e.. . 1 (n~e of person acknowledged) )(who is personally known to me, or STATE OF FLORIDA <'.{)M' _ _1'\ _ COUNTY Oil' ~\6\OX...Q. The fo~egoing in~ rument waa !lcknowledgad Be.tor me t 1s . ay of . , ~.1l::Ql) t by '. (n~ of person ackncwledq4d) ~hO i. personally known to m., or o who hu produo.d (type of identification) d no take an oath r:> ignatuLe of rson akin cknowledgment JLtilher~ k. Wt\-t Name typed, rint.d or tamped ~.".y 'iI~ KIM:.ijQ~LY ,f... KIGHT ~';[ , d MY &~WsslCllW # CC 166458 ~., . EXPIRES: 08/1112002 ....OFt\: 1-800.!.NOTAIlY FI& NOW)' ServloeS & Bonwnl Cb SllIH~^Hd~Z ~m~ ~..# "'~OFl\.\)~ ~~~Eklyl~.~IGJ4+ . J d MY COMMISSION # CC 166458 EXPIRES: lJ8/1112002 !R800<i.NOTAR.Y Fla Nntilry S!"'n.'tft'~' & Bonding Co ~., ~ 18 IKawneer TRIFAB@450 SPECIFICATIONS PART 2 - PRODUCTS 2.01 Manufacturers A. Acceptable Manufacturers: Kawneer Co., Inc., 555 Guthridge Ct., Norcross, GA. Telephone 404/449-5555. Fax 404/263-6133. B, Alternate (Manufacturers/Products): In lieu of providing below specified base bid/contract manufacturers, provide below specified alternate man- ufacturers. C. Substitutions: Whenever substitutes are to be considered. supporting technical literature, samples, drawings and performance data must be submitted L--.J days prior to bid in order to make a valid comparison of the products involved. 2.02 Existing Products 2.03 Materials A. Extruded Aluminum: [6063] alloy, [T5] temper. 2.04 Manufactured Units 2.05 Equipment 2.06 Components A. Frame: H'.' (44.4mm) x 4W' (114.3mm) nominal dimension; screw spline assembled; [flush] glazing stops; internal weep drainage system. 2.07 Accessories A. Sealant and backing materials: As specified in Section 07900. B. Fasteners: Aluminum or stainless steel. C. Glazing: Glass shall be set with glazing gaskets consisting of elastomeric material and shall be of a type that locks securely into the,glazing reg let to prevent glazing gaskets from disengaging. Vinyl glazing gaskets are not acceptable. 2.08 Mixes 2.09 Fabrication A. Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal. B. Accurately fit and secure joints and corners. Make joints flush, hairline, [and weatherproof]. C, Prepare components to receive anchor devices. Fabricate anchors. D. Arrange fasteners and attachments to conceal from view. 2.10 Finishes 1 . Aluminum profiles shall be given a caustic etch followed by an anodic oxide treatment to obtain (specify one of the following). a. An Architectural Class I color anodic coating conforming with AA- M12C22A42/42 Permanodic color #40 Dark Bronze (or select #26 Light Bronze, #28 Medium Bronze, #29 Black as options). b. An Architectural Class II clear anodic coating conforming with AA- M12C22A31. #17 Clear. 2. A fluoropolymer paint coating conforming with the requirements of AAMA 605.2-92. Color shall be L--.J as specified. 2.11 Source Quality Control 2.12 Product Data Sheets ITHO IN U.S.A., AUGUST PART 3 - EXECUTION 3.01 Acceptable Installers A. Installer shall be a company specializing in installation of Aluminum Glazing Systems with a minimum of three (3) years. B. Compliance: Comply with manufacturer's product data, including product technical bulletins, product catalog installation instructions, and product carton instructions. 3.02 Examination A. Site Verification of Conditions: Verify substrate conditions (which have been previously installed under other sections) are acceptable for prod- uct installation in accordance with manufacturer's instructions. 3.03 Preparation A. Adjacent Surfaces Protection: Protect adjacent work areas and finish sur- faces from damage during product installation. B. Surface Preparation: 3.04 Erection/lnstallation/ Application/Construction 3.05 Repair/Restoration 3.06 Re-Installation 3.07 Field Quality Control 3.08 Adjusting and Cleaning A. Adjusting: B. Cleaning: Remove temporary coverings and protection of adjacent work areas. Repair or replace damaged installed products. Clean installed products in accordance with manufacturer's instructions prior to owner's acceptance. Remove construction debris from project site and legally dis- pose of debris. C. Protection: Protect installed product's finish surfaces from damage dur- ing construction. 3.09 Demonstration 3.10 Schedules A. Attachments: NOTE: @ L--.J Spec writer must make appropriate selection. '-------- NOTE: In keeping with Kawneer's continuous policy of product improve- ments, all specifications are subject to change without notice. :';'KAWNEEA COMPANY. INC" 1994 IKawneer TRIFAB@450 SPECIFICATIONS C1/B 1A PART 1 - GENERAL Furnish all necessary materials, labor and equipment for the complete in- stallation of aluminum framing as shown on the drawings and specified herein. 1.01 Summary A. Section Includes: 1. Aluminum Doors and Frames B. Products Supplied But Not Installed Under This Section: C. Products Installed But Not Supplied Under This Section: D. Related Sections: 1. Glass: As specified in Section 08000. E. Pre-Qualified Installers: 1. Installer shall be a company specializing in installation of Aluminum Glazing Systems with a minimum of three (3) years. 1.02 References A. General: B. American Society for Testing and Materials (ASTM): 1.03 Definitions 1.04 System Description A. Design Requirements: 1. Design Criteria/Concept: Trifab 450 is a framing System that provides for flush glazing on all sides without projecting stops, with glass in the center of the frame. B. Performance Requirements: 1. Limit air leakage through assembly to [.06] CFM/min/sq. ft. (.0003m3/sm2) of wall area at [6.24] PSF (300 Pal as measured in accordance with ASTM E 283. 2. Water leakage: None, when measured in accordance with ASTM E 331 with a test pressure difference of [8] PSF (384 Pal. 3. Limit mullion deflection of [U175] with full recovery of glazing materials. 1.05 Submittals A. General: Prepare, review, approve, and submit specified submittals in ac- cordance with "Conditions of the Contract" and Division 1 Submittals Sections. Product data. shop drawing, samples. and similar submittals are defined in "Conditions of the Contract:. 1. Submittal Purpose: 2. Non-Requested Submittals: 3. Architect's Review: B. Product Data: Submit product data for each type of product specified. C. Shop Drawings: Submit shop drawings showing layout, profiles, and product components, including anchorage, accessories, finish colors and textures. D. Samples: Submit verification samples for colors. textures. E. Quality Assurance/Control Submittals: 1. Design Data: 2. Test Reports: Submit certified test reports showing compliance with specified performance characteristics and physical properties. 3. Certificates (Qualification Data): Submit product certificates signed by manufacturer, certifying materials comply with specified performance characteristics and physical requirements. a. Option: Submit certificates in lieu of test reports. 4. Manufacturer's Instructions: LITHO IN U.SA. AUGUST 1.06 Quality Assurance A. Qualifications: 1. Installer Qualifications: Installer shall be a company specializing in in- stallation of Aluminum Glazing Systems with a minimum of three (3) years. 2. Manufacturer's Qualifications: Manufacturer capable of providing field service representation during construction, approving acceptable in- staller and approving application method. 3. Framing Systems and entrance doors shall be the product of a single manufacturer. S. Regulatory Requirements: C. Certificates/Certifications: Certify that [Trifab 450 Framing System] meets or exceeds performance specified in 1.04. D. Field Samples: E. Pre-Installation Meetings: Conduct pre-installation meeting to verify project requirements, substrate conditions, manufacturer's installation instructions, and manufacturer's warranty requirements. 1.07 Delivery, Storage, and Handling A. Ordering: Comply with manufacturer's ordering instructions and lead time requirements to avoid construction delays. B. Packing, Shipping, Handling, and Unloading: Deliver materials in manu- facturer's original, unopened, undamaged containers with identification labels intact. C. Acceptance at Site: D. Storage and Protection: Store materials protected from exposure to harm- ful weather conditions and at temperature conditions recommended by manufacturer. 1.08 Project Conditions/Site Conditions A. Environmental Requirements/Conditions: B. Field Measurements: Verify actual measurements/openings by field mea- surements before fabrication; show recorded measurements on shop drawings. Coordinate field measurements, fabrication schedule with con- struction progress to avoid construction delays. 1.09 Sequencing and Scheduling 1.10 Warranty A. Project Warranty: Refer to "Conditions of the Contract" for project war- ranty provisions. B. Manufacturer's Warranty: Submit, for Owner's acceptance. manufactur- er's standard warranty document executed by authorized company offi- cial. Manufacturer's warranty is in addition to. and not a limitation of. other rights Owner may have under the Contract Documents, 1.12 System Startup/Owner's Instruction/Commissioning 1.13 Maintenance C KAWNEER COMPANY. INC.. 1994 "II Q 2. IlIl~Kawneer TRIFAB H@450 PICTORIAL VIEW (SCREW SPLINE FABRICATION) THE SPLIT VERTICAL IN THE SCREW-SPLINE SYSTEM ALLOWS A FRAME TO BE INSTALLED FROM UNITIZED ASSEMBLIES. SCREWS ARE DRIVEN THROUGH THE BACK OF THE VERTICALS INTO SPLINES EXTRUDED IN THE HORIZONTAL FRAMING MEMBERS. THE INDIVIDUAL UNITS ARE THEN SNAPPED TOGETHER TO FORM A COMPLETED FRAME. HEAD SCREW SPLINE", MULLION '" SPLINE SCREWS INTERMEDIATE HORIZONTAL SNAP IN ALLER / LITHO IN U.S.A,. JUNE iClKAWNEEA COMPANY, INC.. 1991 . SECTION III - SCREW SPLINE - Fabrication, Assembly & Installation The Screw-Spline System is a fabrication and erection method that perR'1its the pre-assembly of single units in the shop or at the job site. These units are then erected by mating the male mullion half of one unit with the female half of the unit already installed. 6 lsLJ 450-001 - Head ~ 450-004 - Glass Stop - 7 450-003 - Horizontal ..c 450-002 - Filler Cl "Qj :I: Gl E g{J e 450-004 - Glass Stop U. 7A 450-011 - Tube Horizontal P!J 450-004 - Glass Stop 8 450-003 - Sill 450-037 - Flashing 450-022 Glass Stops 9 450-502 - S/A T-Bar VERTICALS 1 2 2A 3 3A 4 4A 5 r ::Na..: :s.:>- ~1- L ~H"'4 TYP 450-001 450-540 450-501 450-019 450-501 450-019 450-033 450-001 450-002 450-010 SI A Door DIA Door S/A Door DI A Door Insert Jamb Split Mullion Expansion Jamb Jamb Jamb Jamb In Door Mullion Jamb . FIG. 1 FABRICATION AND ASSEMBLY . HORIZONTALS 6 - 5 (Opp) 9 7 . I +- 1 2 2 8 3 4 I . 5 . 9A 450-022 Glass Stops 450-503 - D/A T-Bar Step A: Measure the opening to determine length of vertical and horizontal framing members, Allow a minimum of W' (6.4mm) clearance at the head, sill, and both jambs to facilitate installation and provide space for caulking. If job conditions are uncertain, or masonry openings are irregular, allow extra clearance to accommodate construction tolerance. 5 SECTION III - SCREW SPLINE (Continued) Step B: Cut vertical members to required length (Frame Height) (See FIG. 1). At desired horizontal locations drill the proper holes in the verticals, as shown below. (See FIG. 2). SCREW SPLINE PREPS TO VERTICAL MEMBERS 450-001 SHOWN rQOql TOP OF MULLION Ir~;) - ~ I -~": I ~~ I (r L~ I II I f7:t:\' II L.==~v_ _..J. L:..r -, t 11IJi't-27/16"-11V3i' i (26.2) (61.9) (26.2) REF REF TOP OF SILL ~~I \- -NO " ~tf)~~1 11 ~--:i T"""~I r.-~I ~'T L -- -Or - ~Q=- I L'(-' L -r.:-, BOTTOM OF MULLION 6 .228" DIA HO~~; ~~,~E)Q'D. (~~~;) M-- 2V16"~ 9/,6" REF (61.9 (14.3) TOP OF REF INTERMEDIATE HORIZONTAL ~ -N~ ~C;; 'I TOP OF MULLION r- :::~;::::- gi::a) ~L RIGHT HAND SHOWN LEFT HAND OPPOSITE . 450-002 SHOWN ~ o o . - - (i) --= ==t -J-- '='<0 Ci) ~~ A 9/,6" H-27/16"--H 9/16" (14,3) (61.9) (14.3) REF REF :;:'lOCO ~:i TOP OF SILL BOTTOM OF MULLION FIG. 2 -0 . 0- I .sECTION III - SCREW SPLINE (Continued) Step C: Cut Horizontals to length (daylight opening) and apply sealant to the ends ensuring a good seal to the Vertical member. (Glass stops should be D.L.O. + 0:' -1f1s"). .Step D: Assemble the units using two 28-856 (#12 x Wa" Pan Head Screws) at-each joint (See FIG. 3). Be sure that each unit is fabricated with a male and female mullion half. NOTE: Every unit must have at least one deep, vertical pocket. NOTE: Verticals always run through, horizontals butt between. 28-856 (#12 x lYe" /::.-- I PAN HEAD SCREW) i ..~ I ..--- '11 Ii :! FIG. 3 .... APPLy SEALANT TO ENDSDF ALL HORIZONTALS BEFORE ASSEMBLING UNITS. --- .. Step E: When an entrance is required, shear block joinery must be used to attach horizontals to the immediate door frame, (See Section IV Shear Block). The other side of the sidelite will be fabricated for screw spline joinery as usual. . INSTALLATION STEP A: Install 450-037 flashing at the sill. It should be level, shimmed up a minimum of a %" and carefully sealed at both ends (See FIG. 4). The flashing should run the full width of the opening -W' being interrupted only at entrances. If opening is over 24' wide a splice joint is required every 12' (See splice joint procedure on page 8). DOORJAMB FIG. 4 MASONRY 111i I Iii I 450-037 FLASHING 450-114 SHEET ALUMINUM END DAM SEALANT SEALANT . NOTE: SEAL GLASS POCKET OF DOOR JAMB AT SILL. NOTE: SEAL OVER HEADS OF ALL PERIMETER FASTENERS AT SILL. NOTE: SEALANT ON BACK LEG OF FLASHING TO BE APPLIED JUST PRIOR TO INSTALLATION OF FRAME. . SECTION III - SCREW SPLINE (Continued) . CRIMP MATERIAL TO PREVENT FILLER PLATE FROM SLIDING. FIG. 6 CLEAR HOLE IN FLAT FILLER - LINES UP WITH COUNTERSUNK HOLE IN POCKET OF JAMB. . FLAT FILLER 450-026 (SHOWN) OR POCKET FILLER 450-002 FLAT HEAD PERIMETER FASTENER (NOT BY KAWNEER) STANDARD HORSESHOE SHIM AS REQUIRED (NOT BY KAWNEER) Step B: Use short pieces of Flat Filler 450-026 or Pocket Filler 450-002 snapped into the back of the jambs and head members as a backup plate to support shims at perimeter fastener locations. . SECTION III - SCREW SPLINE (Continued) Step C: Apply sealant to the upstanding leg on the flashing. (See FIG. 4). Step 0: If there is an entrance, the entrance frame and attached sidelight unit(s) should be installed first being careful to locate it accurately in the opening. Fasten to surround through the glazing pocket and threshold using appropriate fasteners. Step E: Install the framing units starting at the entrance and working towards the end(s). If there is no entrance start at one jamb then work toward the other. Step F: The first unit should be attached to the surround at the head, sill, and jamb. (See STEP I). The remaining units are installed by snapping together the female mullion half with the male half of the adjacent unit. (See FIG. 7). FIG. 7 /00 ~~---- t.ij !l NOTE: MULLIONS ARE NOT DESIGNED TO BE UNSNAPPED AFTER INSTALLATION. NOTE: APPLY SEALANT TO THE ENDS OF THE HORIZONTAL MEMBERS TO ASSURE A SEAL AT THEIR POINT OF CONTACT WITH THE FEMALE MULLION HALF. Step G: The last unit should be pivoted into position using the last installed mullion half as a pivot point. With narrow units (under 4') the last two units should be snapped together and installed as a single unit. FIG. 8 // \ [8 / ;, / /' ~ // Step H: By snapping mullion halves together as frame is assembled, frame can be installed as one unit. Guide horizontals over shear blocks on door jamb and install unit into place (FIG. 8). t. Stept: Insert shims as needed at head and jambs and anchor through the glass pocket. (See FIG. 6). Fasteners should be within 6" (152mm) of mullions on each side and 24" (609mm) a.c. in between. Countersink all screw heads. Seal fasteners at sill. (See FIG. 9). NOTE: If heavy mullion or steel reinforcing is used, extra perimeter fasteners may be required to handle larger loads. Consult Area Application Engineering Dept. 10 . . IJ) . . ,SEC!ION III - SCREW SPLINE (Continued) . NOTE: FORCE SEALANT INTO HOLE FOR SILL PERIMETER FASTENER BEFORE FASTENER IS INSERTED TO ASSURE THAT HOLE THROUGH SILL FLASHING IS SEALED WHEN FASTENER IS INSTALLED. FIG. 9 SEAL OVER HEADS OF FASTENERS AT SILL. 11 SECTION 111.- SCREW SPLINE (Continued) itep J: Install water deflectors on Intermediate Horizontals. Remove the paper backing from the water deflectors and install them on a clean, dry surface centered in the glazing pockets of the Intermediate Horizontals. (See FIG. 10). 450-105 WATER DEFLECTORS 'l ~// ;(,~ / / ~/ /" /' / / ~ : I I: I: FIG. 10 450-105 WATER DEFLECTOR . COLD WEATHER NOTE: For temperatures below 400 the following precautions should be taken. Just prior to installing the water deflec- tor, wipe glazing pocket with a solvent or cleaning solu- tion recommended by the sealant manufacturer. .CAUTION: Carefully follow the recommendations con- tained in the material safety data sheet provided by the solvenVcleaning solution manufacturer regarding health and fire/explosion risks. EDGE OF GLASS FIG. 11 , t itep K: After the water deflector is installed, seal the joint between the back leg of the Horizontal and the Vertical. Make sure to fill the glazing Gasket reglets in that area to prevent water from running down to the lite below. (See FIG. 11). 12 . . . . SECTION III - SCREW SPLINE (Continued) Step L: Caulk both interior and exterior at head, jambs and under sill flashing with a high quality sealant. Do not caulk between sill member and sill flashing. Sill must be left open to allow water drainage. (See FIG. 12). DO NOT SEAL BETWEEN SILL AND SILL FLASHING. IT MUST BE LEFT OPEN FOR DRAINAGE. FIG. 12 \ Step M: Glaze openings in accordance with instructions given in SectionYI. 1:: . \,;1/ ~. . . -. TRIFAB H@450 13 UKavvneer WINDLOAD CHARTS WITH HORIZONTALS A = 15 PSF (720 Pal WITHOUT HORIZONTALS B = 20 PSF (960 Pal WIDTH IN METERS C = 30 PSF (1440 Pal WIDTH IN METERS 1 2 o = 40 PSF (1920 Pal 1 2 16 16 15 15 14 A 14 f-- 13 40) f-- 13 a: ~ 12 ill ~ 12 B I- u.. ill u.. z 11 ~ z 11 C z j: 10 31- j: 10 <.9 9 0 :r: <.9 9 ill <.9 ill :r: 8 ill :r: 8 :r: 7 lAC = 3.043 (126.66 x 10<) 2 7 lAC = 3.043 (126.66 x 10<) 2 SAC = 1.352 (22.16 x 10") SAC ~ 1.352 (22.16 x 10") 6 ISTL = 1.916 (79.75 x 10<) 450-001/002 6 ISTL = 1.916 (79.75 x 10<) SSTL = .929 (15.23 x 10") SSTL = .929 (15.23 x 10") 5 5 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 WIDTH IN FEET WIDTH IN FEET WIDTH IN METERS WIDTH IN METERS 1 2 1 2 16 16 15 15 14 14 f-- 13 40) f-- 13 4(f) a: a: ~ 12 ill ~12 ill l- f-- u.. ill u.. ill z 11 ~ z 11 ~ z z j: 10 31- j: 10 A3 I- <.9 9 :r: <.9 9 :r: ill A <.9 ill B <.9 :r: 8 B w :r: 8 C w :r: :r: 7 450-005 7 0 2 6 TUBE MULLION 6 I ~ 2.658 (111.55 x 10') S= 1.181 (19.35 x 10") 5 5 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 WIDTH IN FEET WIDTH IN FEET WIDTH IN METERS WIDTH IN METERS 1 2 1 2 16 16 15 15 14 14 f-- 13 f-- 13 A40) a: ill ~ 12 B ill w 12 f-- u.. u.. ill z 11 z 11 C ~ z j: 10 j: 10 03j: <.9 9 <.9 9 w 0 w <.9 :r: 8 :r: 8 ill I 7 IAL ~ 2.658 (110.63 x 10<) 7 lAC = 2.658 (110.63 x 10< SAL ~ 1.181 (19.35 x 10") 2 450-005 SAC = 1.181 (19.35 x 10") 2 6 ISTL = 1.916 (79.75 x 10<) TUBE MULLION 6 ISTL = 1.916 (79.75 x 10< SSTL = .929 (15.23 x 10") SSTL = .929 (15.23 x 10") 5 WITH 450-110 STEEL REINF. 5 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 WIDTH IN FEET WIDTH IN FEET LITHO IN U.S.A., JUNE @KAWNEER COMPANY. INC.. 1991 F.RO~ .FRED CONE CONSTRUCTION INC PHONE NO. 407 648 2392 Apr. 19 2001 02:36PM P3 ~. Permit # 0 Z. 7 2- Tax Folio II State of County of Floll.l (;>A 'PAS~o NOTICE OF COMMENCEMENT 111111111111 1111I11111 11111 11111111I1111111111111111 1111111I 2001052981 Rcpl: 492183 DS: 0. 00 04/24/01 Rec: 6.00 IT: 0. 00 Dpty Clerk THE UNDERSIGNED haY:by gives notice that improvement will be made to c.eaain real property, and in accoroance with Chapter 713. Rorida $tannes, the foUowing iufonnation is provided in this Notice of commencement. 7S"' ~s ~, e1O/() d.lrfi1t:} t')OOO L Description of property: ~(*' sc; TP (('Gr 511~ ftll~U:.L L(1~ 72S2. a..A-11 6Lvi:J ZvpJ/f'A,.j.dJ~ ~(. (J72.Qt> General description of improvement: JFAJlA.It.er~ I!:K/~~ ,('lMtcr Fflo#r Owner information: ~ a. Name &: Addn:ss: f!..D:! t!./Il.. E" Z:,v c.. I' 3 ) .., r ~ -, #/ <f () ~1J>D _ s. Mf#-w"It' _Of O....OCC ~/1Y FL ~1~ZS- b. InfCleSt (n Property: _ 2. 3. Co Namc& Address of tee simple titleholder (other than owner): AJ -A/C R 5. Cootracror"s:Name &: AddIess: -z. () . a. PboDc Dwnbet': Surety lDfonnatioo.: ~ a. Name 8t Addn:ss: N ~ I 4. 6. b. Phone oumbec' d Amount of Bond: $ Lender's Name &. Ad<bss: IJ / If- c. Fax number. lED PITTMAN PASCO COUNTY CLERK 04/24/01 1i:27am 1 of 1 OR BK 4591 PG 587 7. a.. Phone aumber. ._ b. Fax number. Penon within thc State of Florida designated by owner upon whom notices or orher documents may be $UVrJAu provided by 713.13 (1) (a), 7 Florida Statucs; Name &: Address: ,J, _ 8. a. Phone number. 10 addition to himself. owner designates "'11' b. Fax number: of to ~l:iv~ a copy of the Licnor.s Notice as provided in Sectioo 713.13 (1) (b), Florida Statutes. Eltpiration date o( Notice of Commencement (the expiration date is one I) year from rhe datc of rcc:ording unless a diffm:nl date is specitied}: _ 9. (signatufC of owner) 'A "'W'~~ Sally A. Skala.Harper ~ ~o% MY COMMISSION' CC993601 EXPIRES '''~L; ki February 9, 2005 .,~,' BONDED THRUTROY FAIN INSURANC~ INe My cO/nmissiOfl e"jJi..cs: STATE OF FLORiDA CaUNTY aF PASCO THIS is TO CERTiFY ";Ar THE FOREGOING IS A TRUE /;NO CORRECT COiOV LlI iHt OOGUrv'lENT ON FILE OR OF PUBliC RECORe, >i" I-",S UFF!CE ~ESS MY HAND AND OFF!CIAL. i,t/;1. 'HiS .~AY OF ~A....f' .. 2 a11/- JED PI ,MA. , 'LEI<K (Jf CIRCUIT COURT BY DEPUTY CLERK