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HomeMy WebLinkAbout18-20491 CITY OF ZEPHYRHILLS 5.335-8TH STREET (813)780-0020 - 20491 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20491 Address: 3433 PERIDOT LN LOT 220 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: EMERALD POINTE RV RESORT Est. Value: Parcel Number: 24-26-21-0060-00000-2200 Improv. Cost: 30,000.00 OWNER INFORMATION Date Issued: 11/28/2018 Name: CISNEROS, JEANNE M Total Fees: 412.50 Address: 3433 PERIDOT LANE Amount Paid: 412.50 ZEPHYRHILLS, FL 33540-7425 Date Paid: 11/28/2018 Phone: 608-352-5739 Work Desc: ROOM ADDITION 428 SQ FT/INSTALLATION 2 SCRN RM /REROOF SHED CONTRACTORS APPLICATION FEES SUNSTATE ALUMINUMN INC BUILDING FEE 270.00 CARLYLE ELECTRIC ELECTRICAL FEE 75.00 BAHR'S PROPANE GAS &A/C, INC. MECHANICAL FEE 67.50 12- , Ins ections Re uired FO TER 2ND ROUGH PLUMB M INSULATION EIL N 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. REINSPEC71ON 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. �tbktRAUT_OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER IjLOA1OA . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: U�7 Per Cd6-� LA Permit Type: Approved w/no comments:❑ Approved w/the below co ents: Denied w/the below comments: ❑ A/ elf This comment sheet shall be kept with the permit and/or plans. /0( NOV 1 '6.'2018 Kalvin S er—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 2 Date Received 4 3Phone Contact for Permitting �J - S3" Owner s Name !� S -yO/w'ner Phone Number Owner's Address 3Y33 �/ic✓ ZLiI K 'fir Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 3 Fi%o/a `/(r I� L��J 7 v LOT# SUBDIVISION LL r U I PARCEL ID# 7`�&-.2 I - 06) `a'bV `-;W (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR Q COMM = OTHER TYPE OF CONSTRUCTION BLOCK / 0 FRAME �` = STEEL Q / _/ DESCRIPTION OF WORK d/r JC/e� $i1 la6w ��dlf CJ(iE✓ Leh/S�/ ,S-"eC BUILDING SIZE SQ FOOTAGE Ot HEIGHT TYTr1�r�Pt�P'1••1•`ITTPIrI.9Yf TI•TTITI"1••I1••Pimr-r-r-r-T-1'9�IT�RTPTT�ITI••ITITIT�Pr�TITIT� IILDING $a7 VALUATION OF TOTAL CONSTRUCTION E]2t LECTRICAL $4 000.0 AMP SERVICE PROGRESS ENERGY Q W.R.E.C. =PPLLUMBINGiO =T ECHANICAL $ b�� VALUATION OF MECHANICALL INSTALLATION=GASROOFING 0 SPECIALTY = OTHERFINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES N ,n0t,CA' BUILDER t��•.--�._.-�-.-.-.E*�t . . . . •�fOMPAN�Z•HJ .�i.�rl-�pT.--��-�T;• er..S SIGNATURE /REGISTERED I Y/ N FEE CURREN I Y/N Address /rJL ''�/�1vJ License# .LG(a SY l83 ELECTRICIAN /C� _ 1 / f r�� '756OMPANY SIGNATURE L64 REGISTERED Yt/ N FEE CURREN Y/N Address �.0 02S 1 C eys ( /� Jr 33�c�-1 License# I JEC 13QDa 37 PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address r f License# MECHANICAL �_--r�l / COMPANY �L I S �G SIGNATURE �iLL� REGISTERED I Y/ N FEE CURREN YY(/N C Address License# G i Q OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111IIIIIIIIIIIIIIIIIIII 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/Slit Fence Installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsAarge 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/Silt 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. -i-!,4 4 1••1m1--6-f-I--4-f-a-d-1 I-6-i-1-I I-1-1•-1-i-1-f-1--1-1-1�-1-{-1-3-1-F-+-f-b�t�6-{-{-f-i-4-1-1-1••I-1�-!-1-�I I-i-4-I�l L Directions: FlII out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) •• Agent(for the contractor)or Power of Altomey(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(Plot/Survey/Footage)' Driveway's-Nol'over Counter if on public roadways..needs 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'S/OWNER'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,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, 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"V"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 03 t OWNERORAGENT CONTRACTOR Subscribed and sworyd,(or affirmed) d an before me this Subscribed sw iorn to or a m d)before me this ll-L-lf by ISLt*hvr Moms Il-G-fB by �s>1- Iy" Who islare personally kn�e or has ave produced Who islare per_�onally known tom or has/have produced as identification. as identification. %Notary Public `�/L(a'/ft�lGl Notary Public Commission No. I�85J Commission No. Name o A'�}4� Name of Notary typed,printed or stamped Notary Public State of Florida Nancy J Brooks REEK tate of Florida hA c, My CommMion GG 178530 ks os w� Expires02/1 � n GG 178530 022 FORMS FLORIDA ,BUILDING;CODE, ENERGY CONSERVATION o Residential Building Thermal--Envelope Approach 8 FORM R402-2017 Climate Zone ❑ Scope:Compliance with Section R401.2(1)of the Florida Building Code,Energy Conservation,shall be demonstrated by the use of Form 11 R402 for single-and multiple-family residences of three stories or less in height,additions to existing residential buildings,alterations, renovations and building systems in existing buildings,as applicable.To comply,a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method,or by the UA Alternative method,it may still comply under Section R405 of the Florida Building Code,Energy Conservation. t 0 PROJECT NAME C�SNE,2bS TzDD/j'J ADDJTIDN BUILDER: �SU/V57-/V7� 60L-PeW-5 /NG AND ADDRESS: 3`f 33 PERtDOT [.N• �_J[.�- 'c OWNER: EME�RLl� A07NT _ PERMITTING OFFICE: G� c V ��eIII"' •r/�I i'S Q Z�pyyR411 Le,, C4 23-SVI JURISDICTION NUMBER: lllP PERMIT NUMBER: General Instructions: 1.Fill in all the applicable spaces of the"To Be Installed"column on Table R402A with the information requested.All"To Be Installed"values must be equal to or more efficient than the required levels. (I 2.Complete page 1 based on the"To Be Installed"column information, 8 3.Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. 4.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form. (I 1. New construction,addition,or existing building 1. 11 2. Single-family detached or multiple-family attached 2. _s l Y1Gi I e- �G wti c( 3. If multiple-family,number of units covered by this submission 3. 4. Is this a worst case?(yes/no) 4. NO 0 5. Conditioned floor area(sq.ft.) 5. - ($•7.r] 6. Windows,type and area a) ULfactor: Ba. 0 b) Solar Heat Gain Coefficient(SHGC) fib. aZJr c) Area 6c. F�• 8 7. Skylights a) U-factor: 7a. b) Solar Heat Gain Coefficient(SHGC) 7b. A 8. Floor type,area or perimeter,and insulation: a) Slab-on-grade(R-value) 8a. b) Wood,raised(R-value) 8b. R-13 c) Wood,common(R-value) 8c. d) Concrete,raised(R-value) 8d. e) Concrete,common(R-value) 8e. Q 9. Wall type and insulation: a) Exterior: 1. Wood frame(Insulation R-value) 9a1. R-1 3 2. Masonry(Insulation R-value) 9a2. b) Adjacent: 1. Wood frame(Insulation R-value) 9bl. IZ-13 2. Masonry(Insulation R-value) 9b2. 10. Ceiling type and insulation a) Attic(Insulation R-value) 10a. (] b) Single assembly(Insulation R-value) lob. L 8 11. Air distribution system: a) Duct location,insulation 11 a. b) AHU location iib. c) Total duct leakage.Test report attached. 11 c. ofm/100 s.f. Yes❑ No❑ 12. Cooling system: a)type 12a. FX I DTI lUC- b)efficiency 12b. Q 13. Heating system: a)type 132. X I $TI 1J Co, b)efficiency 13b. 14. HVAC sizing calculation:attached 14. Yes❑ No f5' 8 15. Water heating system: a)type 15a. I� b)efficiency 15b. I hereby certify that the plans and specifications covered by this form are Review of plans and specifications covered by this form indicate in compliance with a Florida Buildin e, ergy C�o�ns�eo2va�t'o�n, compliance with the Florida Building Code,Energy Conservation.Before PREPARED BY: Date�� � construction is complete,t is building will be inspected for compliance in I hereby certify hat thi ilding is in compliance with the Florda Building accordance with Sectio% B F.S. Code,Energy Conservation. CODE OFFICIAL: OWNER/AGENT: Date: Date:6 a ^P 0 ��r 11 6 o FLORIDA BUILDING CODE-ENERGY CONSERVATION,6th EDITION(2017) R-55 - /F Art j� l�.f = -cR�cN i Al / 1 r Gv/7. FRr� — ✓✓Xis%. SL46 o �. ALL WORD SHALL CbM r CODES FLORIDAI�Cy. NATIONAL S 13UILDIN I®H �! ILINO CT 0 O AND THS CITY OFIRIC COD , �, ORDINANCES ZSPHy b LS REVIEW DATE OF zEPMY H - L�r� PLAN R1lI _ f •%' /� �'�� - ate.. Florida Building Code Online Page 1 of 3 Business n Professional!Regulation rg BCTS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats!&Facts Publications FBC Staff I BCIS Site Map Links I`Search•� bFlodda d 11 Product Approval 1 ' USER:Public User r Product Approval Menu>Product or AppllCation Search>Aoolication List>Application Detail •=• FL# FL4904-R8 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschrelber@masonite.com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 httnc•//flnritiahriilrlincr nrcrinr/nr ann dt1 aert�r`lnararn=cxrC FTTX{�txrtTlnt�17i7txrTaTThhlCr;t}o/7h 7/Q/7t1i R Florida Building Code Online Page 2 of 3 Summary of Products pL 4 Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door 6'.!8"Opaque I/S and O/S Single Door Units -6Im­its-of-Use-- Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC N1006110.01.nd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other,Evaluated for use in locations adhering to the FL4904 R8 II FL0128.r)d Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514010A.pd X-O"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO128-05 for details. 1 4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door I Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC N1006110.02.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 11 FIL0129.cid Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514009A.pd 3'-0"x 8'-0"max nominal size.When large missile Impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door V-13"Opaque I/S and O/S Door w/or w/o Sidelites I Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC N1006110.01.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0128.1)d Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514008A.pd 12'-0"x 6'-8"max nominal size.When large missile Impact Created by Independent Third Party;Yes resistance is required,hurricane protective system is NOT required on opaque panels, but Is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 RB C CAC N1006110.02.od Approved for use outside HVHZ.Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +45.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 II FL0129.pd Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.pd 12'-0"x 8'-0`max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites I Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/-45.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 II FL0129.pd Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute nrcv/"r/r%r ckivn AfIl 1 /L)/,)1)1 0 CL: u') o 00 SEE DETAIL 3.. 6" Qj O 3„ "E" � 3" Q Q� 3"� _ 3.. 3" O �J I II I II I Icn 01-7 — r 6" 6" I 6"--I I — —t—6" 6": 6" W o ~ 4U3" "o n Z n En N � M — — MnLu Ilj U d SEE DETAIL F— SEE DETAIL cy w w SEE DETAIL •�^ — A 6 w — — "�" B o n ,_ A M A B m G m G H No o 6" — — — aod J oQ 6" IF I II I II R� 3"—I — 3" 3" f 3" m 3" 3" 3" 6"�I I�6^ 6" 6" a a SEE DETAIL In 14 1n In ^F^ 3333m Addendum to NAMI ��N rn x z 0 Celti�inbmND: o Z A6+daued9Y ¢ w DUMB Of uj a:aQ� ASTRAGAL RETAINER BOLT HOLE C)a-co 0 o #8 x 2-1/2" #10 x 2 #8 x 2-1/2" MUST BE DRILLED THROUGH ww U) THE THRESHOLD & INTO THE a uyi o z #10 x 5/8" ® STRUCTURE DEEP ENOUGH o�a T Of " THROW _ #8 x 2-1/2" #10 x 1" FOR A 1.375 m #10 x 5/8" • ���ow 0 #10 x 3/4" DETAIL "F" ASTRAGAL O1 a N o #10 x 2" DETAIL "E" ASTRAGAL ID (1/8"TEMP,GLASS) a FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/OPTIONAL DECORATNE INSERT DETAIL "D" DETAIL "C„ STRIKE PLATE TO FRAME ALUM.STEEL OR BUM SPACER 1/2'EIRE AS SHOWN. ` �'m z TYPICAL �6 X 1-1/2'PHS r".,.. DATE: 7/11 05 1 0.9621 "" srec- N.T.S. 1.375 DWD.BY: sws T DOW 995 p DRAWING-ND.. SWING�fRRESFfOCD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL DWG-MA-rw128-05 SHEET Z OF_I_ • M Lo SEE DETAIL CSC DO "E" SHT. 2 L_ 6"-3� r »�3 6' C.) - 6' 31 -(o 6. Lo 0 w l I, Lc)Dz 8 SEE DETAIL L U) D' SHT. 2- C, LLI SEE DETAIL "C" SHT. 2 w (OrT 0 6— �2 -Z�3' .3- 0 vt 3' -44W K SEE DETAILj[ 7" SHT. 2 ATTACHMENT DETAIL (p cn cn 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, N cn SIGNED AND SEALED BY LUIS R. LOMAS, PE X (FLORIDA #62514) WITH THE LOWEST (LEAST) 0 " FASTENER RATING FROM THE DIFFERENT FASTENERS JAMB, HEAD, AND ;171,101 M gy w BEING CONSIDERED FOR USE. DO cz w THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL a w in 20 0 z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDWARE SCHEDULE w V) LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 9 a,cl WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND < SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED co 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE AT 5-1/2" CENTERLINE. 0 0 co FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO �"'ow BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES rn r'l 1�2 11 o CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 1 25" w10 olmlol MIN 25 z 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM M 0. " ON 0.25" AX ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHlM DAB 7/11/05 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL SCME. N.T.S. MINIMUM EMBEDMENT OF 1-1/4". WG.By. sws 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHX.aryl. TRANSFER LOADS TO STRUCTURE. DRAMNO NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FLO128-05ANCHOR INSTALLATION ANCHOR INSTALLATION sH. I�lorida-Building Code Unlme Page 1 of 2 1wMsw Business & :Professloft,01 Regulation a '� ENO BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I,Search I Florida Product Approval d USER:Publlc User L ft��ypn8ti�ibl Product Approval Menu>Product or Application Search>Apnllcatlon List>Application Detail I FL# FL12500-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 Nei1.3.Sexton@saint-gobain.com Authorized Signature Neil Sexton NeiI.J,Sexton@saint-gobain.com Technical Representative Neil J.Sexton,AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson,MI 49203 (517)780-3185 Neil.J.Sexton@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich, PE �J Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminen pdf Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2011 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/`D _app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12500.1 Norandex Vinyl Siding Systems Vinyl Siding Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL12500 R3 II 2017 09 FINAL ER NORANDEX SIDING FL12500- Approved for use outside HVHZ:Yes R3.Ddf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-152 Created by Independent Third Party: Yes Other: 1.)The DP noted in this application Evaluation Reports pertains to one particualr siding system. Refer to FL12500 R3 AE 2017 09 FINAL ER NORANDEX SIDING FL12500- ER Appendix for all systems and design pressures. R3.Ddf 2.)Refer to ER Section 5 for Limits of Use. 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 mall 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 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: eCMct �:7 Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgVG4Aty8UaHdEplSz... 1/9/2018 . . ~ . . Q10 D RNN UU |E��� �^�� 4- PRODUCT DESCRIPTION: . This Evaluation Report covers NorandauViny| Siding Systems in a variety ofprofiles and surface textures/ colors. This evaluation is limited to the specific product trade names referenced in this report subject tothe Installation Requirements and Limitations/Conditions of Use herein. Brand' Product Profiles Thickness American Classic American Classic insulated Siding System. D4,D5DL,D6 0.044" Cambridge Beaded 6,5 Beaded 0.048" Finish Works Board&Batten 0.044" Generations Thermal Core Siding D4,D5DL,D6 0.044" 5, bxxrgnlomS: 5.1 This is a building code evaluation. NeitherThnityJERD nor Robert Nieminen, P.E. are, in anyway the Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 3.2 This evaluation report is not for use inFBCHVHZjurisdictions. 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed Mndb wall-height and Exposure for the project and its location. For installations and/or locations exceeding the prescriptively allowable installations,limitations relating to design wind pressure resistance are outlined in Appendix 1. 5.3.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to F8C l6D9 for determination of project-specific design wind pressures. The MDP for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 5.3.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by8.6(Pa,d)for allowable loads. 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings(GCpi 0.18), no load combinations (K« = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K,t= 1.0) at the stated maximum height. Analysis for buildings falling outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. 5.3.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to°NO"indicates additional testing iurequired. 6.3.5 The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan-view dimension or 40% of the mean roof height, whichever bsmaller, but not less than either 49� of the least horizontal p|an' view dimension or 3 feet, an outlined in Figure 30.4-2ufASCE7'10. Exterior Research and Design,U.C. Evaluation Report c1auzu.wv.oy-z,no Certificate of Authorization meza om EDITION(zozr)roCmum-xvozEVALUATION no2500'113 mvranuex Vinyl Siding Systems;(s1r)muazus Revision a'oy/z6/2oz7 Page auv4 �,JTRINIT1 ER® 5.4 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for wi Ihdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.5 All products in the wall assembly shall have QA audit in accordance with the F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Norandex Vinyl Siding Systems shall be installed in accordance with ASTM D 4756'and recommend tions of the Vinyl Siding Institute",subject to the Limitations/Conditions of Use noted in section 5. 6.1.1 Unless otherwise noted, fasteners for vinyl siding are limited to min. 1%" long (min. 3/-inch penet ation) x 0.125"shank diameter x minimum 3/8"head diameter galvanized roofing nails. 6.1.2 Unless otherwise noted nails shall engage the stud framing members. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Claremont, NC 9. QUALITY ASSURANCE ENTITY: Architectural Testing(QUA1844); (717)764-7700;www.archtest.com/vsi -THE TWO(2)-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- 'D4756-15,Standard Practice for Installation of Rigid Poly(Vinyl Chloride)(PVC)Siding and Soffit,©ASTIV. "Complete information on the Vinyl Siding Institute can be found at www.vinylsiding.org. Exterior Research and Design,LLC. Evaluation Report C13820.0 .09-1-113 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL 2500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09�26/2017 P ge4of4 t Florida Building Code Online Page 1 of 2 ° 0sslonal ° 0 BCIS Home i Log In User Registratlon Hot Topics i Submit Surcharge Stats&Facts Publications I FBC Staff E BCIS Site Map Links ,Search Florida Product Approval USER:Public User r (1-41m) A f7�y[N1.-�1.ifn Product Approval Menu>Product or AoDlicatlon Search>AoDlication List>Application Detail FL# FL17822-R3 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 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Stephen Brooks Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext255 sbrooks@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1300 2004 Equivalence of Product Standards Certified By RJI 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 OYes ONo ON/A https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2YIUoTIE... 1/9/2018 Florida Building Code Online Page 2 of 2 FL17822 R3 CDC 6thEdFBC-FL17822,pd Product Approval Method Method 1 Option A Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval Date Approved 09/10/2017 Summary of Products FL# Model,Number or Name Description 17822.1 SH-610 Vinyl Single Hung §H-610 Vinyl Single Hung,Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17822 R3 C CAC CAR 138-1350.pd Approved for use outside HVHZ.Yes Quality Assurance Contract Expiration Date Impact Resistant,No 06/17/2019 Design Pressure:+35/-35 Installation Instructions Other, Max.size 53 1/8"x 76", Fin, Flange, DP+/-35 PSF. FL17822 R3 11 CWS-1099A(SH-610, NI DP35),pdf Glass complies with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17822 R3 AE EvalRen CWS-1099A(SH-610,NI, DP35).r)df Created by Independent Third Party: Yes 17822.2 SH-610 Vinyl Single Hung,Non- Max.size 53 1/8"x 76",Fin,Flange,DP+/-35 PSF.Glass Impact complies with ASTM E1300-04. Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17822 R3 C CAC 138-1392CAR,r)d Approved for use outside HVHZ:Yes FL17822 R3 C CAC 138-1393CAR.[)d Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/17/2020 Other: Installation Instructions FL17822 R3 11 CWS-1099C.nd Verified By: Lucas Turner,PE FL PE 58201 Created by Independent Third Party:Yes Evaluation Reports FL17822 R3 AE EvalReDort1099C.()d Created by Independent Third Party:Yes r..Ckl ...tj Contact Us::2601 Blair Stone Road,Tallahassee FIL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statemen ::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 It 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 hffg_. Product Approval Accepts: 0 M 19 M Credit Card Safe https:Hfloridabuilding.orgl/-Fr/p r_app_dtl.aspx?param--wGEVXQwtDqt2ZOX6B2YIUoTIE... 1/9/2018 SINGLE HUNG-NON-IMPACT GENERAL NOTES: fSHOWN W/DIFFERENT OPTIONS) l.THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACrURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FEC),CURRENT EDITION. 1900SW44THAVE CCAIA FLORIDA 34474 FlMG;-llllT" 2.GLAZING OPTIONS:(SEE SHEET 2) wWVLCWS.CO GE FLANWIDTH UNIT A STANDARD WITH&GLASS 6 UNIT 8 STANDARD WITH J'GLASS 3r 610 PVC MAXUN WIDTH NITDTH MAX IjW 3.CONFIGURATIONS**CM- SINGLE HUNG 4 GIASSV DLO 4.DESIGN PRESSURE RATING: NON-IMPACT . GLASS D -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND —————— A GLASS TABLES ASTM E-13D8-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATE R INFILTRATION TESTPRESSURE AND GLASS TABLES G Q ASTME-13DO-04. 5.ANCHORAGE.,THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 77. 341' IN THE DESIGN OF THIS PROOUC`T�SEE SHEETS 6-7 FORANCHOR to ..E FLGLASS ——— SS DURATION FACTOR Cd-l.SWAS USED FOR HEIGHT WOOD HEIGHTANGE GLA 4DLO DETAILS.WiNDLOAD DURA WOOD ANCHOR CALCULATIONS. 0 z B 0 B 6.NOT APPROVED FOR IMPACT RESISTANCE,IMPACT PROTECTIVE 0 m 7rhax 7i. C SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. !2 R E MAX T-ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM 8 OF HEIGHT UNIT SEALANT USED AT FIXED MEETING RAIL AND JAMS. HEIGHTB ow a &SERIES I MODEL DESIGNATION SH-51 0. C U m< 6 9.THE DESIGNATION RAND 0 STAND FOR THE FOLLOWING: z x x X-OPERABLE SASH,0=FIXED SASH ""re " ...... MAX 341' 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ;�.ytC .... SASH F GLASS OLD LOCATION. swal HFtGHT D G 11.EXTERNAL WEEP SLOT=114 xl-lIT LOCATEDS'FROM BOTH 4r ENDS. WP. STATE OF W Z C­ A. GLASS DLO A 4. o. ........I � .A' D Lucas A.Tumer 3* A 2016-08.05 MAXSASHWIDTH 4()�,& 1514-04:00 GLASS DLO _ 81612016 UNIT A 4e6 LUCASA.TURNER'P.E. MAX SASH WIDTH FL PE#58201 1239JABARAAVE. NORTH PORT,FL34288 PH.941-380-1574 UNIT B SHEET VErCR—PTjotk GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS....1 MAX.UNIT REINFORCEMENT DESIGN PRESSURE IMPACT Aw V1 6, p S GLAZING SIZE RATING SJB 06/27/16 S ECTION VIEWS_*_M_*.*"_*.___._'____*_3 T3-j/8,,x 7&1 2115 _1_ P_S wGk EXTRUSIONS 4 FNONE &B*o 'hDTES 5 3 ANCHOR SCHEDULE& 37"x 72" 2009/2115 5 PS NONE CWS-1099 C INSTALLATION DETAILS.............6.7 3 F 'H T ...... SHEET 110 7 F OF 7 �S�f�®lifltl'� wuvoow srsrEns 1�D0 SW 44TH AVE ONALA,FLORIDA 34474 WINM1Y.CWS.CC •OVERALL a OVERALL O'OVERALL OVERALL }'ANNEALED [-�-tTEMPrRED [-�-J-ANNEALED 'TEMPERED 610 PVC `F AIR SPACE 6 AIRSPACE 'AIRSPACE FAIR SPACE SINGLE HUNG 'ANNEALED e'TEMPERE13 t8'ANNEALED J'TEMPERED NON-IMPACT i6 m m p SIKAFLE%552 OR PURFLEX 552 OR SIKAFLEX552OR hh D� 26 PURFECTGLAZE'H' 26 PURFEEX5520R 28 PURFECT GLAZE'H' 26 PURFECT GLAZE RI' C N }- PURFECT GIAZE'H' o r O GLASS BITE 'GLASS BITE 8 GLASS SITE t GLASS BITE m y I 41 W W m co 0 3 O In ¢ 'eZ W a J O z �a w a � o a�u o � w GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D U m¢i OVERALL �GPy FC Ems..S�TG�i+,'ANNEALED-ill-AIRSPACE No 58201 -A-ANNEALED STATE OF SD(AFLEX 5520R NOTE:GLASS TYPEELIMITED �6 PURFECTGLAZEN TO 37'x 72'UNIT SIZE e'GLASS BITE zz CAS A.TURNER,P.E. FL PE#58201 1239 JABARAAVE. ORTH PORT,FL 34288 PH. PH.941-380-1-1574 SRE DESCRIPTK : GLAZING DETAILS GLASS TYPE E o av: D E SJB 06127/16 oWG: RSV: CONS.1099 C SHEET 1:1 2 OF 7 INTERIOR J 1900 SW44TH AVE 2 14 4 9 2 OQAL&FLORIDA 34474 wWW.CwS.CC 610 Pvc SINGLE HUNG [Ell NOMPACT a 111 1�210 SECTION B-B 59�1 w,4 11 to NOTE LEFT SIDE SHOWS FIXED SECTION VIEW, z —RIGHT SIDE SHOWS SASH SECTION VIEW. g:1 9 cc n n Mou' WITHOUT 2115 REINFORCEMENT SEE CHART PAGE 1 n n rl Lill g WITH 2116 REINFORCEMENT SEE CHART PAGE 1 444 u u Smi -.111: %"Ao% STATE OF :",IJJ n n 11 11 WITH 815/2016 '21 LUCAS A.TURNER,P.E. Ir 40 SECTION D-O FL PE#58201 DEEP POCKET UNI-FRAME 1239JABARAAVE. NORTH PORT,FL 34288 2 PH.941-380-1574 SMUDESCRIPTION: SECTION VIEWS SECTION A-A SECTION C-C NOTES: 0A Ht ALTERNATE HD MEETING RAIL sis 06127116 AND UNI-FRAME -FIN FRAME AVAILABLE FOR BOTH UNI-FRAME AND STANDARD FRAME TYPES. wax REV- -860 BALANCERS AND DEEP POCKET UNI-FRAME CWS-1099 C (H-6193)REQUIRED FOR LARGER SASHES.(NOT Fcue: SHEET NOTE:ITEMS NOT SHOWN FOR CLARITY:3641 SHOWN IN SECTION B-B) 1:2 30F7 t 1 FTEMI PART DESCRIPTION MATERIAL VENDOR 3T1i6' 3SR` FRAME CORNER CONSTRUCTIONtlt{t/UU73 1 H4125 HEAD OUTERFRAME PVC ATN 2 H•61253AMB5,OUTIILFRAME PVC ATN 3 V�NDDW SYSTEMS 3 N-61265111.OUTERFRAME PVC ATN 1 2 1s 0SW 44TH AVE 4 H•6132SASH SIDE RAIL PVC ATN 21118" 2318' OCALq FLORIDA 34474 5 H•61365ASH BOTTOM RAIL PVC ATN 115b' tlf8' W.G4VS.CG 6 H•6137 FIXED MEETING RAIL PVC ATN 39118' p 37/e' 7 H•51385ASHTOP RAIL PVC ATN p P 8 5.6141 GUQITO BEAD PVC ATN p 0 3W CORNER WELD(ALL SIDES) 610 PVC 9 S-6142 SASH STOP PVC ATN �t' 8 13115• B i.9 ISINGLE HUNG 14 5-6243 SCREEN ADAPTOR PVC ATN �.�.1• 11 P-Sods WSTP BULB VINYL AMESBURY Bw• NON-IMPACT 12 P•SOd6 WSTP LON BULB VI AMESBURY PVC FRAME HEAD&JAMB u ,p 13 BALANCERS-CONSTANT FORCE ITT562 CALDWELL H-6A25 PVC FRAME SILL INTERLOCKI to�n 14 P•5392 SASHTttT LATCH NYLON CALDWELL H-5126 5-Z001 d 75 P-5393 PIVOt CARRIER NYLON CiSDWE11 671G 5/16' 1318'—{ 3/q• � a o`--a 16 P•5396 INVOT BAR SS CALDWELL a Y V I v, s 18 P-4146R9 K 3/4 PHILFUAUki�S STEEL FASTENAL 15116• .050' --- L..•p7{• O.f— 1118'D SCREWEEDTOG OUTERFDER IWIRf Z ul W m 19 P-302BSETTING BLOCK RUBBER FRANK LOWE Z 20 5.2001 IMERLDCK RAIL ALUM ASCEND PVC GLAZING BEAD PVC SASH STOP PVC SCREEN ADAPTOR U 3 O 21 .H•2115 REINF ND FMR ALUM KEYMARK 5-6141 5-6142 5-6143 y 22 5.2009 REINF TOP RAIL ALUM ASCEND 1�.�'�'t����-- a Z 23 P33d8 iOCKs NYLON LAWRENCE 1T/76' 21fi'— h`-51f116" pZ 24 P-5399 IKEEPERS NYLON LAWRENCE I} I 1 t7+ 25 P-5420 WEEP COVER NYLON M&M 6 -L+I- 1 ED- 4 f 7/16' � Y 71B 8 i T316' 7 p 'T� r rOn 26 HOTMELT 51UCONE TRUSEAl. f/t8' iH6' 7l16' .1� flit S a Z Wo 27 P•330.9 WSfP..270%187, SL.DUCIIFIN ULTRAFAB -- 2B P-5425 WSTP.2D0 X5 S"%5 B•DUST PUJG tRTRAFAB 1 C2 ra<Z 29 P-5390 1 PLUG NYLON PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL pavunryr 30 1 GLASS ISEESHEET2 H-8132 H-6136 H-6137 H-6138 ,a111atyDREW rr., 33 1 P-AS38 INAX2.12 PHILTRUSS tek STEEL FASTENAL ��� .•'�CEIJg""G•p 32 P-3218 SCREEN FRAME ALUM FLASCREEN 9tf6` (+t 3ti6"� �.`'G yfi% 33 P-4754 SCREEN CORN ER KEY NYLON FLASOTEEN 11 No SB201 A 34 P•322d SCREENSPLI DAPA 35 P•3029 SCREEN UFTS SUMMIT 36 P-3033 SCREENSPRINGS FLASCREEN 7l16' ^9�, STATE OF 37 8A3ANCERS-CONSTANT FORCE RT880 REINF.TOP PAL +•+�C+`t`�LpAtat'••t2:�; 38 H•fi157 HD FI%ED MEETING WJL PVC VISION 5.2009 ,Sg ...... 1 �14. 39 H•6193 UW-FRIW3E,880 BALANCERS PVC VISION I �rYNrrHtrrral5 40 5.6216 UM-FRAME SILL POCKET INSERT PVC MSION #1716, 111N6" ` �> -01 S•6217 UM-FAAMESCREENRETAINER PVC VLSfON f-- 1 5716'-j 81 T 'N 1fl 21/1 S. 11!S' 1l1ID 6' 2LIB' B ,f L CA6 A.TURNER.P.E. 35 �L--`I FL PORT,F 01 —,f(l l,�ltfs• 1239 JABARAAVE. 39tt16' N RTH PORT,FL 34288 PVC SILL POCKET INSERT REINF.HD FMR PH.841.380.1574 S-6218 PVCHDFMR H-2115H-5157 6005A-TS BO AND EXTRUSIONS 53a•� 1 . PVC FRAME 7A6' v16' Ow,NSJEI D 06127/16 H-6193 D TD REV-- PVC SCREEN RETAINER C 5-1099 C SE21J LINE ITEMS NOT USED: 6 2 29.30 NOTE:ALL EXTRUSIONS ARE ALUM.6063•T6 UNLESS OTHERWISE NOTED. ,:2 4 OFE7 t WIN� •1�%J ANCHOR G MIOSPAN 1900 SW 44THAVE 6'MAX(TYP.) 4'MAX(TYP.) 8'MAX O.C.(TYP.) OCALA,FLORIOA 34474 W W W 6'MAX(TYP.) SEE NOTE2 4•MAX(ttP.) SEE NOTE 'CWS.CO 610 PVC SINGLE HUNG MAX.D.C. B• NON-IMPACT (TvL MAX D.C. Q mp') O �mmW m0 e'-Or THROUOMFMME 1 rr ANCHORS REO'D m Y Y 9MTG RAIL LMTGMIL ONWINDOWWIDTHS W W m OVER3r Z to 3'(TYP.) 3 OZ 3•(TYP) o wr 0> K b Z W �( o J O it NSTALLAT ON h a ANCHORS(TYP.) U U m C Z ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) INO SILLANCHORS REQUIRED] (� OP?.•�LG E N sF•.;Py�. N. 5B201 •;�A� ��•: :W Ott, NOTES: STATE OF O•. 4i� r9'�yISFC O R, F G�2��` 1.INSTALL ONEANCHORAT EACH INSTALLATION LOCATION.SILLANCHOR SPACING SAME AS HEAD. 4p 9fONA;1GCy 2.SHIM AS REOAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 114'.USE SHIMS WHERE SPACE GREATER THAN 1116'IS PRESENT.LOAD BEARING SHIMS SHALL BE yZ CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOTALLOWED. f 3.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 8/5/2016 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR FROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE 4 BB201 BE PROTECTED TO PREVENT REACTION. 1239 JABARAAVE. 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 THE MINIMUM PH.941.380-1574 SPECIFIED IN TABLE I,SHEET 6. SHEET o ION: 6.ANCHOR EMSEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL NOTES 7.AMINIMUM CENTER•T0.CEMERSPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. DRAWN BY: A SJB 06/27/16 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 STRUCTURE wG r.. Rw- SUBSTRATESSHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1099 C SHEET 9.SEAIJNG AA FLASHING STRATEGIEB FOR OVERALL WATER RESIBTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURREM VERSION OF THE REFERENCE DOCUMENTS: 125 FMAIAAM NWI DOWS MA/ MA200 GEWINODWS AANDMA250B0% ❑OWS MA/ DMA3DOEXTERIORDDORS SOF7 I MIN.EMBEOMENT SU85TRATE TYPICAL HEAD ANCHORAGE SEE TABLE i SY OTHERS 1/4'MAX SHIM SEE TABLEI MIN.EDGE DIST. SUBSTRATE pp� MIN.EDGEGIST. W44TH AVE. SEE EDGE BY OTHERS SEE TABLET SEE TABLE 1 OCALA,FLORIOA 3447b tJ4•hLAXBHiM WWW.CWS.CC SUBSTRATE SY OTHERS o MIN.EDGE DIST. BEE TABLE 1 S£E7A8LE 1 MIN.EMBEDMENT D� 610 PVC PERIMETER SEALANT BEETABLEt INSTALLATION ANCHOR BYINSTALLER SEETABLE/ 'SINGLE HUNG INSID£AND Our ( MIN.EMOMMBIT SEALANTBEHIND I'_] SEETABLEI I NON-IMPACT FLANGEBYINSTALLER 114'MAX SHIM 0�eo PERIMETER SEALANT N Y PERIMETER SEALANT BYINSTALLER S�O BY INSTALLER -^ INSIDSAND OUT INSIDEANDOUT INSTALLATION ANCHOR m Y Y$ SEALANT BEHIND SEETABLE1 I in DT m FLANGE BY INSTALLER SEALANTBEHIND rp INSTALLATION ANCHOR FINSYINSTALLER g O SEE STALLATABLE I /�B,HORIZONTALSECTION C HORIZONTALSECSON +y b TYPICAL JAMB ANCHORAGE b TYPICAL FINANCHORAGE }y HEADAND SILL SIMILAR FOR FIN INSTALLATION '^O IwL CONTINUOUS DBL 114'BEAD OFSEALANT NOTE:ADDITtONALTHRW:RAME ANCHORS(AS g a AROUND PERIMETER Q+ALL INDICATED SHOWNIN DET.BtB)ftEQTl A7 MTG RAIL FOR UNIT w POINTS BETWEEN FRAME AND SUBSTRATE WIDTHS OVER 37',BEE SHEETBANCHOR LAYOUT. 0 3 N BYINSTALLER p W � s=za L1m<0 114'MAX.SHIM Z SEALANT yQ�P�yDREW.TG�, PERMETERSEALANT C. •N. 59201• BY 7NSTALLt72 INSIDE AND our SUBSTRATE BY OTHERS C= L SEE TABLE t A VERTICA.SEC1tON F91, STATE OF b TYPICAL SILLANCHORAGE !.�F`S•14RtQ4'�y��:'� NOSILLANCHORSREOUIRED TABLE T.APPROVED SNSTACLATION FASTENERS - 8I5 FRAME TYPE SUBSTRATE TYPE ANCHORTYPE MIN.EMBEDMENT MIN.EDGE DIST. FLANGE CONCRETE(2.0 KSI MIN.) 3116"RW TAPCON 1° 1-1l8" Ll1CA5 A.TURNER.P.E. 58201 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"HIM TAPCON 1° 2' 39 AB RhA FLANGE CONCRETE(ZEE KSI MIN.) ,3/1S°ELCO ULTRACON 1- 1„ PERIMETER SEALANT NORTH PORT,FL 342 BY INSTALLER NORTH FORT,FL 342$8 FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1•114' 2-112' INSIDEAND OUT PH.941.980.1574 3116"RW TAPCON D HORIZONTAL INSTAON_LLATION SAE -CRIFTIDN: FLANGE 2XMIN.SOUTHERN PINE(G=0.S5) 1.3lB" 716' b BOX FRAMERSILLANDJAM OR ELCO ULTRACON SIMILAR FOR S41AND JAMBS FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(0-0,55) 810 WOOD SCREW 1.3j6" 7t6' INSTALLATION DETAILS FLANGE iG GAUGE(0.060')MIN.STEEL STUD Y.70-tG HIL71 KWIK-FLIXOR ITW FULL THREAD 7/16" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, D r: (33 KSI YIELD MIN) TEKS SELF-DRILUNG SCREW THRU 0,050" UP TO AND INCLUDING A BOX-FRAME APPUCATION IS ACCEPTABLE PROVIDED: 116"ALUM.(6063-M MIN.)OR 010 GRADE 5 SELF TAPPING t FULL THREAD SJ9 06127/16 FLANGE tt6'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.12E 7/t6 _MIN.1t4'FILLET OF CONSTRUCTLON•GRADE ADHESIVE CAULY IS APPLIED FIN ZX MIN.SOUTHERN PINE(G-0.55) 410 WOOD SCREW t-012' 1t2' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CV S-1099 C -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scaFi, SHEET NOTE:U NI-FRAME OPTIONS NOT SHOWN SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 7 r MIN.EMBEDMENT- 114'MAXSHIM— -T 1900SW44TH AVE 1-MIN.EDGEDIST, OCAL&FLORIDA30174 TYPICAL HEADANCHORAGS WWW.CwS.Cc INSIALLATIONANCHOR WIVELCOULTRACON V MIN.EDGE DiSr. 610 PVC SINGLE HUNG SOLID CONCRETE 4, CONrINUOUSOBL,WBEADOF t 0 sSALANTAROUNDI R NON-IMPACT PERIMETER SUBSTRATE AT ALL INDMATED POINTS MTABLEI'SHT6 THE FRAME AND SUBSTRATE BYINS ER z . " 11 I, I-fat.fiMSsDmw PERIMETERSFALANTD'p SEALANT SEHI 0 GE BYINSTALLER BYINSTALLER INSIDEAND CUT -T-114-MAXSHIM PERIMETERSEALANT BY INSTALLER ��S.U.CCNCRETE L SEALANT BEHIND FLANGE INSIDE AND OLIT SUBSTRATE BY OTHERS In BYIN&TALLER SEETABLE'LSHT6 z HORMONTALSECTION 0 TYPICAL JAMB ANCHORAGE 52 :109 hp INSTALLATION ANCHOR 3116'ELCO ULTRACON LD CONTINUOUS OBIL IWW BEAD SEALANT AROUND PERIMEM ICATED t3 POINTS BETWEEN TH.%%%.SUBSTRATE q BY INSTALLER 0 In d Ile MAX SHIM I-MIN.EMBEDMENT TALL N PLAN BE SALANTALLER VV BEHIND FLANGE—, MAX SHIM r= RE Y INST p T ERIMETERSEALAN 1,MIN.EDGE DIST, BY INSTALLER iNsiozANoOLIT INSTALLATION ANCHOR N. SR201 3flWELCOULTRACON 24 • I -A I-MIN.EDGE DIST. EXTERIOR FINISH STATE OF BY OTHERS SOLID CONCRETE CONTINUOUS DBIL 1/4'BEAD OF ERSvp SEALWr AROUND PERIMETER r SUBSTRATE BY OTHby AT ALL INDICATED POINTS BETWEEN ii�p'0 EETAaLEl.SHT6 THE FRAME AND SUBSTRATE BY INSTALLER VERTICAL SECTION TYPICALSILLANCHORACE NO SILLANCHORS REQUIRED LUCAS A.TURNER,P.E. SFALANrSEHIND FLANGE SUBSTRATE OTHERS FL PE 4 58201 BY INSTALLER BY 1239JABARNAVE. SEE TABLE I.SHTS NORTH PORT,FL 34288 PERIMETER SEALANT BY INSTALLER WOOD SUPPORTSY OTHERS PH.941-380-1574 INSIDE AND OUT INSTALLATION DETAILS IICRIZONTALSFCTION POURED WALL TYPICALJAMB ANCHORAGE-WOOD SUPPORTS HEAD AND SILL SIMILAR tNO SILLANCHORS) DRAWN BY, IDATF4 SJB 06127/16 OWGI,. A -V4 NOTE.INSTALLATION ON THIS SHEFTARE FOR SOLID POURED WALLS USED CWS-1099 C SPECIFICALLY IN THE VILLAGES,FL OR FOR SHEET NOTE:U NI-FRAME OPTIONS NOT SHOWN WALL INSTALLATIONS. 7 OF.7 FBC Plans Florida 2018198570 &Engineering, Building 8272 Abbott Station Dr. Unit 101 Code ,hyrh!Hs,FL 33542 Permit No. �l! I Parcel ID No / NOTICE OF COMMENCEMENT State of �ly rl d s County of ��b c U 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: � 1. Description of Property: Parcel Identification No. 0 L1` J L a I !%69 y — 6666 U 6 Street Address: 3 L13. fie r%clo-f `/+ i l6 3 3 rv//d / 2. General Description of Improvement 0 N�� C�-�c ✓�1 r c l Rcpt:2008775 Rec: 10.00 3. Owner Information or Lessee information if the Lessee contracted for the improvement: _ DS: 0.00 IT: 0.00 C/S 11/27/2018 J. R. , Dpty Clerk -- 3 1133Name P&Al'o(i� lyt . Address C tYZ°OQ Tl:r r c [lJ �L State S"(!(J Interest in Property: Own'e Name of Fee Simple Titleholder: (If different from Owner listed above) Address c _ / City State 4. Contractor: (Ado J L `/, f 6 1 j-t Gd,`. lS Nam ZC!1, Address City T� State Contractor's Telephone No.: ��3 7 �F" —13 6 hp 5. Surety: Name Address City State Amount of Bond: $ Telephone No.: 6. Lender. Name Address City State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. 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 ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA ` COUNTY OF PASCO _ jigcnat ure ofOwner or Les ,or Owner's or Lessee's Authorized PAULA S.O'NEIL,Ph.D.PASCO CLERK & COMPTROLLERer/Director/Partner/Manager 11/27/2018 12:32 m 1 of 1 OR BK 9822 PG 3016 Signatory's Title/Office /7 The foregoing instrument was acknowledged before me this day of N 0 J 20 11 by J�Q✓L rl C- (511 t?r$o as (type of authority,e.g.,officer,trustee,attorney in fact)for (name of party on behalf of whom instrument was executed). Personally Known❑OR Produced Identification Notary Signature Type of Identification Produced Ft. [)r+✓ers l ice ige- Name(Print) N4'4 C K rD o Y Notary Public State of Florida Nancy J Brooks My COmmisaion GG 178530 Expires 0 211 8/2 02 2 wpdata/bcs/noticecommencement pc053048