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HomeMy WebLinkAbout19-20974 J CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20974 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20974 Address: 7902 KAY MARIE AVE LOT 309 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: . Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0180-00000-3090 Improv. Cost: 9,600.00 OWNER INFORMATION Date Issued: 3/19/2019 Name: MOSURE, RICHARD & CATHLEEN Total Fees: 135.00 Address: 7902 KAY MARIE AVE Amount Paid: 135.00 ZEPHYRHILLS, FL 33541-7708 Date Paid: 3/19/2019 Phone: 810-434-7046 Work Desc: SUNROOM CONSTRUCT UNDER EXISTING ROOF CONTRACTORS APPLICATION FEES SUNSTATE ALUMINUMN INC BUILDING FEE 135.00 Ins ections Required FOOTER 2ND ROUGH PLUMB M INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CJWZ4'1�, -&, CONTAACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department C �/ Date Received L Phone Contact for Permitting 1 7ff — J 1 Owners Name IlQ U e- Owner Phone Number Owner's Address qlD OA a L C, J7f l Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address /I-- JOB ADDRESS D o� C LOO,T`I#\ SUBDIVISION t4oYf UOA PARCEL ID#1 `0) (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR e ADD/ALT ® SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK U n BUILDING SIZE oz�Ko1 SQ FOOTAGE� HEIGHT T PlY1TITPITI"IYI"�F�r�rT�FTP�YTI�IT[�ITIrI'TFTT'TI"7'°'I�PT'r�PTI"7"1�1�19�1'"fY BUILDING $ R/_ .CQ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ lY V AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �/J� '` OMP NY (/L L(J 1 c(�Qc--ty:xtl '� SIGNATURE A�A / REGISTERED Y/ N FEE CURREN Y/N Address lL/ Z / _R�q 3— License# CIS G I-L L 0 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# 111111111111111111111111111111111IIIIIIIIIIIIIIIIlItIllltt1111II111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonnwater Plans w/Sill Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. 1+ Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500) •• Agent(for the contractor)or Power of Atlomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..rleeds ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance'with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the'owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WaterM/astewater Treatment. - Southwest Florida Water Management District-Welis, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W"unless expressly permitted. - .. if the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117. 3) /!�'" ' 7 r— OWNER OR AGENT Y14 CONTRACTOR Subscribed and sworn or affirme b f re me this Subscribed and sworn to(or affirmed)before me this Who islq ers wn—tPne or has/have produced Who is/are ona known t e or has/have produced as identification. rs as Identification. /J� n Notary Public Z Notary Public Commission--N--o. v ! 9S9O Commission No. �� /0 W&V b Na f o y r d Name of Notary typffi,pdr#A or stamped Notary Public State of Florida Nancy J Brooks �+V" Notary Public State of Florida My Commission GG 178530 0 Nancy J Brooks orw Expires 02/18/2022 My Commission GG 178530 ww Expires 02118/2022 SUN STATE BUILDERS, LLC 6154 Fort King Rd. ZEPHYRHILLS, FL 33542 (813) 788-7308 SuBwITEDTO PHONE DATE Mt3 1 J W STREET JOB NAME -714 U k&,v Mo r 1L CITY,ST TE and P COD LOCA I I JO TION I _P Q.X 14 r 0 ARCHITECT DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for V­�U........... ................. ......................... ............... .................................... ........................................................... .................... ................................ .................................................... C Li A .............. ...........I............................................._........................................................................................................................................ ................... .................................................................................... ic�60 tre r -5 W ,V 7 Ze + I............. Aof- ........... .............. ............... .............. ............ .......... ............................ . ............ .................................................................... ..............'�_-A 5.­­fA_..­(A..._ ....... ------------ ........... .............................. A g ..................................... ......... ............. ............ .................. ........... .......... ............ ......... .................P ...................­­.............. .......................... ............................................................................ ............ .......... 10-P .................*.............. ................................. .............. ....... ................. ............ . ..........................................................................,................................................­­­................. ..........I................................................................. .................................... .............................................. ............. ............ ...............­­.1.1_.'...........I.,............. ...............".­­............... ........... ................................................................. ..........I................ ....................... ............... ...........I—............ ............... .......... ........... ....... ............ .......... ....................... ........................ ............ ............ ........ ............... ........ ........... ------ Wt Fflillp= hereby to furnish material and labor—complete in accordance with above specifications, for the sum of: Payment to be made as follows: dollars Any balance over 45 days subject to 1.5%per month interest. All material is guaranteed to be as specified.All work to be completed In a wo*manfilte manner according to standard practices.Any alteration or deviation from above specificallons Authorized involving extra costs will be executed only upon written orders,and will become an extra Signature charge harge over and above the estimate. All agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire,,tornado and other necessary insurance. Note:This proposal may.be Our workers are fully covered by Worltman's Compensation Insurance. withdrawn by us if not accepted within days. —The above prices,specifications and conditions are satisfactory and are hereby accepted, You are authorized Signature n d t 0 o do the work as specified. Payment will be made as outlined above. t of 'c.p Date'of Acceptance: Signature ; ' l ' • 3 � • ' 0 • i Flori£ a Building Code Online Page 1 of 2 FVROA 'Business LNMpM ' e Professlottal7 Arc:... BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications I FBC Staff I BCIS Site Map Links I Search i Florida Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL161-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 171 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE W, Validation Checklist-Hardcopy Received Certificate of Independence FL161 R6 COI EvalReoort176F.Pdf Referenced Standard and Year(of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2009 Equivalence of Product Standards Certified By 1.u.__./GLl_..t]_1___-1.7' _ _ _ / / L1 n l'ITT><T!l •T !`A ♦ <n 1 n A Florida Building Code Online Page 2, of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-176F,Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +40/-40 Evaluation Reports Other:Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReoort176F.Ddf Rooms. Created by Independent Third Party:Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-242E.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReDOrt242E.Ddf Rooms. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: R9NaCFeck F* Credit Card Safe A-r1,i OA r, 1 /1)1)1 Q PRIME DOOR - NON-IMPACT GENERAL NOTES: (SHOWN WIALUM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION. 1900 SW 44TH AVE. OCALA FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWw.CWS.Cc 371/4" 3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED. OVERALL WIDTH 4.DESIGN PRESSURE RATING: 1000 ALUM. -36" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR UNIT WIDTH GLASS TABLES ASTM E-1300-04e01j09. 35" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER NON-IMPACT INFILTRATION TEST PRESSURE AND GLASS TABLES DOOR CORE ASTM E-1300-0401109. 3< 0 . A 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED i­- CLUO Wwo o z W�o fj,rz w< 4- IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w zoz --I- DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD g z ED§>.o w 3:FO ANCHOR CALCULATIONS. LL Pw ZI-�:m zF - Z za::R<T_woo 7 5/8" C 0 1­-0 6<=I.-w 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE 0 L)CO I--z 0-P to a. HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 0 z-w-zI_mw 2 007� --:)0- < -zou)ZOLL0 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT >- f.--< o U.�E o 3: -x:o z USED AT ALL FRAME JOINTS. w < 0 F-I-- 13 of Z'd H w 2:E pax 0 Enw U.Ln w 0 B 0 22" z O_ 2:O_ wo- HINGE(TYP.) 1 t-o (L X 2>. 81" 0 0. w 3:O�w w OVERALL a- O� a. HEIGHT . stilli,% gOREW !t, UNIT 80" N......... Lucas 0�N 0 E HEIGHT Turner % No SS201 % 2017-09-15 15:13+20:00 13 STATE OF 14(r 110 4r 0 R ..........tv DOOR JONAI-S CORE "il's trip Oko"' 5:7 9/15/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 rA PH.941-380-1574 \IV A SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATION$ 1 DRAWN BY DATE: CONFIGURATIONS.................................2 ADE 09/0B/08 SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING] DWG 0: RE-v- DOM&EXTRUSIONS..............................4 ANCHOR SCHEDULE&NOTES.............5 37-1/4"x 81 40 PSF NONE CWS-176 F INSTALLATION DETAILS........................6 SCALE: SHEET L__- 1:15 wl�� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 27 3/4" MAX UNIT WIDTH 23 1/2" 1000 ALUM. GLASS DLO GUARDIAN DOOR NON-IMPACT / a z �: <zo F owu w o z wH ww O o 3m ¢z-�gxz z 'WooO � aPL261/2 O 5ZinI Z_z GLASS C - w ¢DLO } �= Z0 / w Oo,CD0winw 57" MAX / a �2a 0Ou~i UNIT o _~w W�w� HEIGHT D. D : d ����'�110RELV+T i,� •�GAy-'�GElds• G,pti� No 58201 �9 C GLASS DLO O STATE OF / �G' -40RlOp'��, ON toll tti z�- 9/15/2017 22" LUCAS A.TURNER,P.E. GLASS DLO FL PE#58201 1239 JABARA AVE. SH-3500(SEE SEPARATE APPROVAL) NORTH PORT,FL 34288 ALL GLAZING DSB TEMPERED MIN. PH.941-380-1574 SHEET DESCRIPTION: DOOR CONFIGURATIONS DRAWN BY: DATE: ADE 09/08/08 DWG 0: REV.: CWS-176 F s.A_ SHEET 1:10 2 OF 6 4 VVINDOW SYSTEMS 15 12 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CWS.CC n­m 13 INTERIOR T 1000 ALUM. GUARDIAN DOOR 37 NON-IMPACT 3 14 . 3: < <z n w 0 086 3 14 28 Z z0 0 X— z u W0 a 3 29 10 3 ' . ,3 ap 0 SECTION VIEW B-B z 0 Z()(6z Z)L) U. c'.Z re z cd <' OX P:2 w mx�;Owww INTERIOR] - I F ww 0 J C/) z D. I (to—m>. J�o D.TZ tn o x LLI Ir to W ,%';,;i?RJ=W fed' .......... Lq_Lj No 58201 STATE OF Z 0 R 19 0N A forefoot*% 9/15/2017 16 7 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 5 NORTH PORT,FL 34288 PH.941-380-1574 23 SHEET DESCRIPTION: SECTION VIEWS 6 (1193) ALT.THRESHOLD(1186) ALT.THRESHOLD(1126) THRESHOLD DESCRIPTION MAX.POS.DP DRAWN BY: DATE: SECTION VIEW A-A 1126 BUMPER THRESHOLD NONE ADE 09/08/08 1186 STANDARD THRESHOLD +40 Owen:—REV.: 1193 SADDLE THRESHOLD NONE CWS-176 F ITEMS NOT SHOWN FOR CLARITY: NOTE:INSTALLATION w/l 126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: SHEET 9,11,17-19,24-26,31.36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 3 OF 6 PARTS LIST ITEM PART#DESCRIPTION VENDOR MATERIAL 2518" 36amomm 1 S-1377 HEAD,Z BAR,OUTSWING KEYMARK ALUM WINDOW SYSTEMS 3 S-1374 JAMB,ZBAR,OUTSWING KEYMARK ALUM 2 1900 SW 44TH AVE. 5 S-1186 THRESHOLD KEYMARK ALUM g OC 6 S-1193 SADDLE THRESHOLD KEYMARK ALUM 34474 W ALA ALA,,FLORIDA 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 8 H-1001 DOOR CORE KEYMARK ALUM 9 S-1002 CORNER KEY KEYMARK ALUM 1000 ALUM. 10 P3008 HINGES IDEAL SS 1/8" B OUTER FRAME GUARDIAN DOOR 11 P3376 POP RIVET HUB SS ASSEMBLY 12 P-3280 DEADBOLT-3127-A-Q DELANEY SS 61/16" 41/4" NON-IMPACT 13 P3280 LOCKSET-3127-A-Q DELANEY SS 11 14 P3302 WSTP,.330 x.187 FIN,BLACK SOFTTOUCH ULTRAFAB 15 P-3310 WSTP,.350 x.187 BULB VINYL ULTRAFAB H ❑w O <w O p 16 P3224 WSTP.,THRESHOLD VINYL TEAM PLASTICS ND. FOAM 1/16" w z p_z �k l 18 P3204 GASKET,DEADBO TB HO PRODIUCTS FOAM Lt¢-w ii Z OF g= 19 P3584 FOAM CORE ELITE DOOR CORE-H-1001 O o H o¢¢_O0 0 23 P-3214 BUGSWEEP U v�t~n z D-F-U)D- 24 P3539 8 x 3/4,QUAD PAN" FASTEC STEEL PANEL FRAME Z O C9 v U- 25 P3329 FOAM BLOCK,DOOR KNOB IMPERIAL FOAM CORNER KEY-S-1002 ASSEMBLY } ~¢_oLL w 0 O LL z 26 P-3350 FOAM BLOCK,FILLER METALS USA ¢ v H-=z 28 P-3369 CYLINDER,DOOR PLUNGER YALE SS ~ O o E> 29 P3370 CYLINDER,DEAD BOLT YALE SS z w O 0 u�i F 31 P3531 8 x 3/8 PHIL FLAT SMS FASTEC SS a 32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC a H~a � W o 33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM 23l6" 2 318"� 2518" �11t<njorrn 34 P-3367 DOOR STRIKE YALE SS L ( u I �`�PNpRE... 35 P3368 DEADBOLT STRIKE YALE SS I 3!4" 1/16" " G 36 P-3612 6 x 1-1/4 QUAD PAN W/1/4"LEAD FASTEC STEEL -� � 1/16" 6" v�GENgF.,¢2�' 1 13l16" 1 11l16" 1 3Eg� No 58201 •,0!a 37 P-3776 BACKER PLATE ALCOA ALUM 1 3 LINE ITEMS NOT USED: "-ot ;a� 2,4,20-22,27,30 OUTSWING JAMB S-1374 ADJUSTABLE SWEEP S-1300 9: STATE OF ,qua OUTSWING HEAD S-1377 iC�`s•ZOR10P\C��+ NOTE:SINGLE HUNG B.O.M.NOT SHOWN,SEE SEPARATE APPROVAL. 2 15l16" 14NA%E;.��, 3 3/8" 3 7/16" r1116 1 1/2" 7/8" it! 7 13/16"L �— L 9/16/2017 1/16 LUCAS A.TURNER,P.E. STANDARD THRESHOLD S-1186 BUMPER THRESHOLD S-1126 SADDLE THRESHOLD S-1193 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-3B0-1574 SHEET DESCRIPTION; BOM AND EXTRUSIONS THRESHOLD DESCRIPTION IMAX.PDS.DP DRAWN BY: DATE: 1126 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD +40 ADE Og/08%08 1193 SADDLE THRESHOLD NONE DWG w: REV.: CWS-176 F NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE:WHERE WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 4OF6 12 3/4-MAX O.C.(TYP.) 6' MAX.(TYP.) WINLtOW SYSTEMS SEE NOTE 2 19MSW44THAVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 Wlm.CWs.cC INSTALLATION ANCHOR(TYP.) 1000 ALUM. GUARDIAN DOOR NON-IMPACT 17" MAX.O.C. < z <z 0 (TYP-) z I.- woo CO O Ill WO tu�c < =--INSTALL TWO#8 ANCHORS THRU z0z mrz w --t= STRIKE PLATE AND DEADBOLT STRIKE 0 :;z in��>.0 n:R:In LL I-Ill z 1--3z 2-F PLATE INTO SUBSTRATE(TYP.) z ZF2<Xwoo 0 0 0ci<mI._'x INSTALL ONE#8 ANCHOR THRU 0 0(0�-z a-P U)(L EACH HINGE INTO SUBSTRATE(TYP.) 0 z—SO—Z I_n co z 00D --:30— < —Zowzo 0 >_ 1---U-50 LL < owpa:o_Z z C6 z (L 0_3 En —ItOfo— w 1.-0 a--2- w III�0�Z' IL � D. w w, /'� s"glillify"I % i?REW ANCHOR LAYOUT 4,0 No 58201 t^ t OF g, NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL RECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 9/15/201 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL. DRAWN BY: DATE. 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 09/08108 STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DwG 0.1 REV.: CWS-176 F 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA 1 OO(FIN WINDOWS),FMAIAAMA 20D(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE C`✓ 4(1A1/L4l[!/ • WINDOW SYSTEMS MIN.EMBEDMENT MIN.EDGE DIST. 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS W W W.CWS.CC INTERIOR 1/4" MAX.SHIM SEE TABLE 1 PERIMETER SEALANT HINGE/STRIKEPLATE HINGE/STRIKEPLATE 1000 ALUM. BY INSTALLER SEE TABLE EDIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 NON-IMPACT SEALANT BEHIND FLANGE BY INSTALLER 1/4" MAX.SHIM MIN.EMBEDMENT ¢ ? w 0o 0 HINGE/STRIKE PLATE SCREW SEE TABLE 1 1- ❑w o ❑ SEE TABLE I w z o z Of=�� Ow F-w3ZpF�2fx z zx!EQD_wp0 0 0E-o INTERIOR INSTALLATION ANCHOR SUBSTRATE BY OTHERS 0 0 cn F-Z a F w Of a SEE TABLE 1 SEE TABLE 1 z o 0 0-z 1—V w SEALANT BEHIND PERIMETER SEALANT ¢ 1-z LL 2 0,O= FLANGE BY INSTALLER BY INSTALLER ¢ r Z LD INSTALLATION ANCHOR �81 HORIZONTAL SECTION � Z U)w U)❑w in w W O J fn F- 6 TYPICAL JAMB ANCHORAGE n- x w O—w SEE TABLE 1 SEAL OR SET IN O w 1-0 Q.=w>_ CONCRETE OR MASONRY PERIMETER SEALANT BYINSTALLER a `����� pRE � p� a p a MIN.EMBEDMENT .N.p5.-•�GENS•.G;P,10 SUBSTRATE BY OTHERS a p SEE TABLE 1 +JG 411-%11 SEE TABLE 1 No 58201 %�A MIN.EDGE DIST. .b �9% STATE OF SEE TABLE 1 'OA"\VERTICAL SECTION �c�S;F<, \,V TYPICAL SILL ANCHORAGE 9/15/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 TABLE 1:APPROVED INSTALLATION FASTENERS SHEET DESCRIPTION: SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCRETE(2.0 KSI MIN.) 3/16"]TW TAPCON 1" 1-1/8" INSTALLATION DETAILS CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" DRAWN BY: DATE: 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1/2" AIDE 09/08108 0.045"ALUM.(6063-T5 MIN.)OR 910 GRADE 5 SELF TAPPING! FULL THREAD 0.045"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.045" 1/2 DWG II: REV.: NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 F HINGE AND STRIKE PLATE ANCHORS #8 WOOD SCREW 1-3/8" 7/8" ANCHORAGE AS SHOWN IN TABLE 1. 2X MIN.SOUTHERN PINE(G=0.55) scA�E:: SHEET 1:2 6OF6 Florida Building Code Online Page 1 of 2 0 5--NEW,--i—,1,171".7 x Farm, r1f IM- 8CIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications Contact Us BCIS Site Map I Links search Product Approval USER:Public User M.: Product Aooroval Menu>Product or Aoollcatlon Search>AApolication'Llst>Application Detail FL# FL7013-115 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urlch, PE 0 L Validation Checklist-Hardcopy Received Certificate of Independence FL7013 R5 COI EvalRer)CWS-172E(HS-7000).odf Referenced Standard and Year(of Standard) Standard Year AAMA/101/I.S.2/A440-05 2005 ASTM E1300-04 2004 Equivalence of Product Standards Certified By Sections from the Code Florida Building Code Online Page 2-of 2 = Rj I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes 0 No UN/A FL7013 R5 COC 6thEdFBC-FL7013.Ddf Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 09/14/2017 Date Pending FBC Approval Date Approved 09/15/2017 SummarV of Products FL# Model,Number or Name Description 7013.1 HS-7000 HS-7000 Alum. Horizontal Slider,XO,OX,XOX. Limits of Use Installation Instructions Approved for use in HVHZ: No FL7013 R5 II CWS-172E(HS-7000).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:HS-7000 Alum. Horizontal Slider,Max.size XOX 120" FL7013 R5 AE EvaIReD CWS-172E(HS-7000).pdf x 66"DP+/-35 psf,Max.size XO or OX 72"x 72"DP+/-45 Created by Independent Third Party:Yes psf. Glass conforms to ASTM E1300-04. 7013.2 HS-7000 HS-7000 Alum. Horizontal Slider,XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:No FL7013 R5 II CWS-487B(HS-7000 74x72).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:HS-7000 Alum.Horizontal Slider,74"x 72".See FL7013 R5 AE EvaIReD CWS-487B(HS-7000 74x72).pdf Installation drawings for design pressures.Glass conforms to Created by Independent Third Party:Yes ASTM E1300-04. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: "fr 0 -check M Credit Card Sig$e ti 131/2" MAX O.C. 6" MAX - 4', 4" MAX 1 2" MAX O.C.P (T)' ) L. g„ (TYP) AI (.-g^ WINDOW SYSTEMS T — 1900 SW 44TH AVE. 6" MAX OCALA,FLORIDA 34474 (TYP) 4" MAX SEE NOTE 3 WWW.CWS.CC (TYP) INSTALLATION 1B MAX MAX ANCHORS TYP. 7000 ALUM. O.C. O MAX Q x HORZ.SLIDER NON-IMPACT r O N rn v W ANCHORLAYOUT- IN o 0 o H THRU NAILING FIN(WOOD OPENING) INSTALLATION o n ¢ ANCHORS TYP. o 0 0 0 o w w LL o r ANCHOR LAYOUT-(FLANGE) SEE NOTE 3 w ¢ I- t- ¢ GoTHRU FRAME AND/OR CLIP(MASONRY OR WOOD OPENING) 6" MAX 13 1 2" MAX O.C. 4"MAX [-7R:MAX O.C. (TYP) SEE NOTE 2P) LL w o o LL O 6" MAX 3"� r g„ 4" MAX L_ ��8" U) 00 ov o CA (TYP) (fYP) a � 3: w z > W w z z W 0 Cc a Z O 0 G_ O w 1-- F- , d Iw- < f Fw- Fw- U Q o ¢ 4 ¢ m 0 2 0 a- a- a w a n a w MX MAX O.AC.. O v woc� m ¢ O 18" O X O.C. ]OREw JT J�iJi VOTES: *Gp5•��G67JS�GQr� 1.INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME OR FIN. SILL ANCHOR SPACING SAME AS HEAD. :9 SFATE OF :Jtt� 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. 'O%. ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN ��F' (p R)O '���•` 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. THRU FRAME z CLIP(MASONRY OR WOOD OPENING) THRU NAILING FIN(WOOD OPENING) JJ4S�ONA4 '''`S 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. z 1.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED 4/3/2015 WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E. FL PE#58201 i.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN 1239 JABARA AVE. THE MINIMUM SPECIFIED IN TABLE 1,SHEET 10. NORTH PORT,FL 34288 PH.941-380-1574 i.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOWCMU ANCHOR SCHEDULE AND REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16"FOR MASONTRY,1"FOR WOOD AND METAL. DRAWN RY: DATE: 3.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 06/12/08 STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REW CWS-172 E 3.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAAWDMA 300(EXTERIOR DOORS) SHEET 1:28.57 9 OF 10 r TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SEE TABLE 1 MIN.EDGE DIST. 1/4" MAX.SHIVFLANGESUBSTRATE VNIND®VV SYSTEMS SEE TABLE 1 SUBSTRATE BY OTHERS MIN.EDGE DIST. 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474 W W W.CW S.CC INSTALLATION ANCHOR PERIMETER SEALANT-:: MIN.EMBEDMENT SEE TABLE 1 BYINSINSIDETALLER AND OUT SEE TABLE 1 7000 ALUM. m� " I I SEALANT BEHIND HORZ.SLIDER FLANGE BY INSTALLER NON-IMPACT 1/4" MAX.SHIM SEALANT BEHIND BY OTHERSBYINSTALLERBLE 1 Lil ER SEALANT BY INSTALLER r C��l INSIDE AND OUT INSTALLATION ANCHOR o SEE TABLE 1 © HORIZONTAL SECTION MIN.EMBEDMENT 1D TYPICAL JAMB ANCHORAGE Y w LL w w .. SEE TABLE 1 Now w o r 1/4" MAX.SHIM— + w ¢ I- I- Q m U w w w U z ANCHOR CLIP-S-1465 LL ¢ o o m O ANCHOR CLIP-5-1465 ro o a m INSTALLATION ANCHOR MIN.EDGE DIST. a 3 � N Z > SEE TABLE 1 SEE TABLE 1 W Z z z W O LU � Ec 1/4" MAX.SHIM o O O a d INSTALLATION ANCHOR w W w w w ¢ F < I- F- ! SEALANT BEHIND SEE TABLE 1 G ¢ ¢ ¢ < U ❑ z ❑ ❑ ❑ m FLANGE BY INSTALLER a w a a a w PERIMETER SEALANT MIN.EMBEDMENT w o t� m ¢ O BY INSTALLER z INSIDE AND OUT SEE TABLE 1 BYALANT I STALBLERIND FLANGE SEE TABLEE BY OTHERS ```��'tP REi,j? '�,, SUBSTRATE BY OTHERS SEE TABLE 1 ERIMIDE AND OUTLANT BY INSTALLER 1�J�P;•�'O E N SF•. SEE TABLEDIST. © HORIZONTAL SECTION �; No 58201 VERTICAL SECTION 10 TYPICAL CLIP ANCHORAGE -*' v: 10 TYPICAL SILL(CLIP)ANCHORAGE HEAD SIMILAR FOR CLIP INSTALLATION �9; STATE OF10. MIN.EDGE DIST. NOTE: SEE TABLE 1 WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SHOWN ON THIS SHEET,DESIGN PRESSURE IS LIMITED TO t/-30 PSF. 1/4" MAX.SHIM---j y TABLE I:APPROVED INSTALLATION FASTENERS I MIN.EMBEDMENT 3/ D 5 SEE TABLE 1 LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/6" 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CUM(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" NORTH PORT,FL 34288 SEALANT BEHIND FIN SUBSTRATE BY OTHERS PH.941-380-1574 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BY INSTALLER SEE TABLE 1 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-3/4" 2-1/2" PERIMETER SEALANT SHEET DESCRIPTION: INSTALLATION ANCHOR FLANGE 2x MIN.SOUTHERN PINE(G=0.55 MIN.) OR ITW TAPCON 1-3/8" 7/8" SEE TABLE 1 INS DE AND OUT INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2x MIN.SOUTHERN PINE(G=0.55 MIN.) #10 WOOD SCREW 1-3/8" 7/8" DRAWN BY: DATE: FLANGE 16 GAUGE(O.D60")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR FULLTHREAD 1/2" �D1 HORIZONTAL SECTION ADE 06/12/08 (33 KSI YIELD MIN.) ITW TEKS SELF-DRILLING THRU 0.050" 10 TYPICAL FIN ANCHORAGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD HEAD&SILL SIMILAR FOR FIN INSTALLATION DWG#: REV.: FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1/2" SILL WILL REQUIRE USE OF NAILING FIN-S-1123 CWS-172 E FIN 12X MIN.SOUTHERN PINE(G=0.55 MIN.) 1#8 WOOD SCREW 1-1l2" 7/16" §'GALE: SHEET 1:1 100F10 INSTR#2019034489 OR BK Vtt5bb PG b11 Page 1 of 1 ( 03/01/2019 01:10 PM Rcpt:2032842 Rec:10.00 DS:0.00 IT:0.00 Paula S.O"Nei6 PfLD.,Pasco County Clerk&CpmptroCCer.. ' FBC Plans • �i�cf2�rlls n &Engineering 6272 Abbott Station Dr. Unit 101 Zephythift.FL 33542 Parcel ID No NOTICE OF COMMENCEMENT State of ��0 i l d y County of Pa's G a THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following Information Is provided in this Notice of Commencement:n ^, 1. Description of Property: Parcel IdenfiflcatlonNo. c3!u'o2J oZ/� t51f,C) ��LCJ� -3,0�1d Street Address: 7 dr444, / 2 / 2. General Description of Improvement r%C N 1'd1Tu�` 3. Owner rIInform aation or LesseeInnformation if the Lessee contracted for the improvement: /L %G2Q^'j- /eI/l►ost,/-e- Q W 7R &a r; a= /4vt �r�h/'�+ �/s vr/=� �3�Y f cn W Ll- 0 W Address City State ® Ur Lt- _ J U Interest In Property: L[l rV iE ✓° Z U O f- y JO Name of Fee Simple Titleholder. J N (If different from Owner listed above) LL W W u ~ U) O � Address / city State ® O F 9 _J 0 Q 0 4. Contractor.—S (A s<S�@ 4 i�L�Y/`S Y?'' Lt- Na LL- ry— U (0). Address GtyT— State = F' } W Contractor's Telephone No.: �d— 1K 726 S ® Q Q lY 0 V2UU J 5. Surety:. Nome © >- U ED p tL Address City State (J: � a ZQ O J Amount of Bond: $ Telephone No.: -d W O OLL 0 6. LenderU U c� Name O'0.O (n (n J LUU) < . Address City State U W LL Lender's Telephone No.: �( I- o--• = � z a m 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by t 0 Section 713.13(1)(aX7),Florida Statutes: Name Address City. State Telephone Number of Designated Person: {Y c 4 8. In addition to himself,the owner designates of_ to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. v © ��-'•• y. Telephone Number of Person or Entity Designated by Owner. �+� 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the .:- contractor,but will be one year from the date of recording unless a different date Is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT t• 7 ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CANRESULT IN YOUR c WITH YOUR LENDER OR I AN ATTNG ICE FOR IMPROVEMENTS TO YOUR-PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON ORNEY BEFORE COMMENCING COM ENCIN BEFORE THE G WORK OR RECORDING YOUR NOTICE F COMMENCEMENT.T INSPECTION. IF YOU INTEND TO OBTAIN SULT Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA �f`�/• , COUNTY OF PASCO C. Signature of Owner or Lessee,or Owner's or Lessee's Authorized Offlcer/Dlrector/PartnWMan agar Signattoory s Tifle/Office .A- The foregoing Instrument was acknowledged before me this day of r Leib ,20 by I e inAP1/)o rif as (type of authority,e.g.,officer,trustee,attorney In fad)for (name of party on behalf of wham i trument was executed). Personally Known 0 OR Produ denfifi Uon� //J Notary Signature L Typo of Identification Produced ri Ver$ I'Ceys me(Pdnt) =dcr A 9 S eery iUNC 5"of FbttOtr Narwy J BroCka Yy 0prnniWprr¢A 17iS]O .. �►� e,mr..o�ttrlrmtz-' .. wpdata/bcs/noUcecommencem ent_pc053048 r i r � City of Zephyrhilis BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ait4 Date Received: 13-5-1 1 Site: e Permit Type: ��vn�u-►�r�� Approved w/no comments:❑ Approved w/the below continents: f Denied w/the below comments: D t � This comment sheet shall be kept with the permit and/or plans. MAR Kalvsn ''t —Plans Examiner a e Contractor and/or Homeowner (Required when comments are present)