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16-17498
_., CITY OF ZEPHYRHILLS � 5335-8TH STREET • � (813)780-0020 17498 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17498 Address: 38628 CAMDEN AVE 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: ALPHA VILLAGE Est. Value: Parcel Number: 35-25-21-005A-00000-1300 Improv. Cost: 3,757.00 OWNER INFORMATION Date Issued: 6/22/2016 Name: DOVER MARY HELEN Total Fees: 82.50 Address: 38628 CAMDEN AVE Amount Paid: 82.50 ZEPHYRHILLS FL 33540-1036 Date Paid: 6/22/2016 Phone: 618-910-9876 Work Desc: INSTALL 5 WINDOWS S/S CONTRACTOR S APPLICATION FEES ' THE HOMEDEPOT AT-HOME SERVICES BUILDING FEE 82.50 , ����.� Ins ections Re uired BUILDING FINAL 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. '� CONTRACTOR 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 Departmenl Date Received V^ Phone Contact for Permitting o�� (� - G G Q -1"f'1-I-I- p �f Owner's Name ��� Owner Phone Number (�C�� ' � '( L Owner'sAddress ��OTi� C►f.l� I'� OwnerPhoneNumber Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address Q/- i JOB ADDRESS Q((J Z� �7"3 n LOT�t � < SUBDIVISION ([ �� � PARCEL ID# �'�/"L�LC�'� v��' �3a (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R e ADD/ALT 0 SIGN Q Q DEMOLISH REPAIR PROPOSED USE SFR Q COMM � OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME � STEEL 0 DESCRIPTION OF WORK ��� ( � ,I� �< f� BUILDING SIZE SQ FOOTAGE� HEIGHT � , " �UILDING $ n��0 VALUATION OF TOTAL CONSTRUCTION < DELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C. OPLUMBING $ �� �D� /� Ij QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �'� OQGAS 0 ROOFING Q SPECIALTY � OTHER ��� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO �/y,r i � J'1 I BUILDER COMPANY /�/TT Vi'�" �C SIGNATURE REGISTERED Y/ N FEE Cl1RRE� Y/N ,4ddress t-E-iome �ervices, IICe �icense� � ��J or 'ie SIGNATURE Tampa, FL 33619 COMPANY REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANY � SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL � COMPANY SIGNATURE REGISTERED YI N FEECURREA Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# 1 1 1 1 I 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I I 1 1 1 1 1 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 su6mittal dale. Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisionsAarge projects • COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permi[for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler.Site Work Pertnil for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW conslruction. Directions: Fill out application completely Owner&Contrac[or sign back of application,nolarized If over 52500,a Notfce of Commencement is�equi�ed. (A/C upgrades over$7500) " Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/SurveylFootage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"dZed"restriCtions" which may be more restrictive thah 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 773,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 �I other than the"owner', I certify that I have obtained a copy of the above described document and promise in good faith to I deliver it to the"owner"prior to commencement. I 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 appiicable 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 Environmentai Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WateNWastewater 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 b the State of Florida. Y - 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 wail. - If fill material is to be used in any area, I certify that use of such fill wiil 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 shaii 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 ninery(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 FINANC G CONSULT WITH YOUR LENDER OR AN ATTORNEY BEF ORDING YOUR NOTI CO EMENT. � FLORIDA JURAT(F.S.117.03) , OWNER OR AGENT CONTRACTOR � Su scri ed and or affir ed)before e is Subscrib d nd s o(or affirme )before thj _ � bY SL�V• ho i�are personally kn n to me or haslhave produced Wh i / sona own to me o aslhave produced as identification. as identificalion. , i N Public Notary Public Commission No, Commission � r �!.:_�i:``r'.J.i�;��„�`�I�vl r,��.., _n,d:�`F.i,.. Name of Notary typed,printed or s�am�ea Rr., '"'' �'' 'a' '£N�me of Notary ryped,printed or stamped:;`` ,�-, F�.;�+ ,• Y i'i%�=i:'-• a��� p•�t�' •-•,a/i. '�'1 � �i��''. � �_ .�^ r•3 l�,ill'Zq ���,'�� � `. ., .,�.1" �J."..�lJ r„��„_� : - � : �r�ir.�:-!'...VI\,✓Y Gl ' ; _ _'1't.�.,.� :'s'�"Ui ir:fi8.�'i ��/_L_ _ (, i r.:���:'i��;`�'i9c1:�i a»'`T.i-�' , - �� - ��,.:. ' -_ - l.',.�`(4'i,:1.r , . . �.,AJ air -- _ .. � , r ' �•��:.L. _ ! -•j l.�:� '•' ' ' - - ' _ ,_'=�r,�_.. _. �. 'o�� �a. . , ;���__ - a,9i�ri - ,,,.,.�.� - . I� `=*��;s'�+�,.' - z'�a.>- .-Ir .'` , � c�ty ofz�hy�n�iis I, BUILDING PLAN REVIEW COMMENTS 'i Contractor/Homeowner: 1'f"��l � � � :� te Received: � �` �l�l Da � r Site: � o(� � , ��� ��� PermitType: �iV��C'��f� /-���'� `S � ' Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ :- �,- 3: . � � . .o This comment sheet shall be kept with the pernut and/or plans. (Q `l� Kal in Sw' Plans Examiner Date Contractor and/or Homeowner I (Required when comments are present) ' 7� f .. • e'�`. •''.�, ' ,w,_ 4•• � • - � . ' ' ,.'S Y . . , , I , • . . ' ' , '. ' _s -� ..� r y �' � ��`p . s '_ " . _ • _ � . . ' � - . � � . . � � i�� ., .Y _ � !S t� .v a�a ..� ' ' ` i . , , . ' . ' �. . . `�� ♦� . •n.a� � �.�w."�y� ��: �. `T.: r�sa • _ a ���• y_ " v* ' „ �'a li• .�� �� ��a l': a4• Y�� �.'W♦ �F+• �S ��•• aL♦ a cl. � � VS• �r�� . . �y,y s�• �.�a . . _ , . � iL '' • s • . �s� •ra\��� ty4r .. 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F� •!�� Y,l1 ' P -S�� � �z. �,� 'a- �"5 d1 1 ^'1�. �� �3 `F y f,'y �t .,�3'.;d 11"a.S � `'�� "� �'� t$[.� 5�e. �tts.��xv,.,,,;.�.�_.¢�l.,4, -�:<—d,;s�i.2..6,: >.rZ...b,k`".A.,:�k:.,f,,,ry?,'it�;��:4:.>.;,'�.�,,. s�,�. . �. . �. ` .,..,,f �:�.. ; ^:: •.�. . �. : - .... . :i . ,��:'.....,., .,. . �..:,..- A.: . :. ., .. •..,�� . ,.;. .... ... ,',..... .. �....:... ..:..a.:.r.,,, �`R.�..,: � . . . �sfs.��_�`sx�:...,�G�._,.�.t.r.�4.�.. -....',:s..,.,...�F..`c� � ' rr-��)ji���Cl�t'�����i'��3��j�Gi BCIS Home � Log In � User Registration � Hot Topics I Submit Surcharge � Stats&Facts � Publications � FBC 5taff ��BCIS Site.Map C Links- � Search i, - � � Busir���: ����� �� � � . ' "-�""� A� ai� Product Approval � ' � i°; P����Ss� .. ���) ����-�3 {t��� , ��;,;;-�• USER: Public User M,� _ �������1�#� ,�;;� , . . . , :t � Product Anproval Menu > Product or Anqlication Search > Apnlication List > Application Detail {'''' �?k�' � — r `,�.�'�.M�`'}.�,r'.-''� - r'� . ��<,�5'}'T?�t:�;trt.::�:�,.��,r:��!;;;.:�. - �:� FL # , FL5167-R21 , k,�'.y.�•y�""`��`���"`�`-"`��`�`"�"' Application T e . I Charige � I YP Editoria ; , Code Version 2014 II Application Status Approved � � ' � *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified� � � by the POC and/or the Commission if necessary. � ' � � � i Comments , � , ; , Archived _ ' " , � Product Manufacturer Simonton Windows � - Address/Phone/Email � 1 Cochrane Ave , . Pennsboro, WV 26415 - (614) 532-3596 - - luanne.harris@simonton.com � Authorized Signature Luanne Harris ; � luanne.harris@simonton.com ' � Technical Representative Luanne Harris � Address/Phone/Email 3948 Townsfair Way � , - Suite 200 . . Columbus, OH 43219 . ' (614) 532-3596 luanne.harris@simonton.com � Quality Assurance Representative AAMA ' , , � , AddressJPhone/Emaii 1827 Walden Office Square - • ' - Suite 550 - � , Schaumburg, IL 60173 ` (847)'303-5664 webmaster@aamanet.org Category Windows Subcategory pouble Hung Cornpliance Method Certification Mark or �isting ' : � Certiffcation Agency American Architectural Manufacturers Association �- . Validated By American Architectural Manufacturers Association , i Referenced Standard and Year (of Standard} , ' Standard � Year AAMA 450 2006 ' AAMA 450 20].0 AAMA/WDMA(CSA 101/I.S.2 A44Q' , 2Q05 � AAMA/WDMA{CSA 101/I.S.2 A440 200$ Equivalence af Product Standards ' � ' ; Certified By Florida, Licensed Prafessianal Engineer or Architect FL5167 R21 Equiv SimEx-PVC-Equivalency_pdf Product ApprovaE Method Method 1 Qption A Da�e Submitted 05/10J20i5 , Dake Validated 05/1]./2016 , ' , . Date Pending FBC Approval � � � ' � . � Date Appraved 05/12i2Q16� . • Summary of Products ' � �� , Fl.# ° Model, Number or Name Description 5167.1 07-09, 07-10 and 07-20 Reflectians 55Q0, Prism Platinum, Sears 9300, Amcraft Grand � . Estates Premier Vinyl Double Hung Limits of Use - Certi�catian Agency Certificate Approved for use in F-�VHZ: No FL5167 RZ1 C CAC �07-09 aH .36x63 R50.pdf , ' • Appraved for use.outside HVHZ:.Yes FL5167 R21 C CAC 07-09 DH 37x76 R PG65.pdf � Impact Resis�ant: Na FLSi67 R21 C CAC 07-09 DN 37x84 R PG60.pdf � ` Desigrt Pressure: NjA FL5167 R21 C CAC 07-09 DH 44x64R50.pd� � (?ther: 48x$Q (+J-25 PSF), 56x84 (+j-25 PSF.), 53x76 (-t-(-50 FL5167 R21 C CAC 07-09 DH �7x71 R PG50.pdfi PSF), 36x63 (+/.-50 PSF), 44x64 (+/-50 PSF), 47x71 (+/-5Q FLS167 R21 C CAC Q7-09 DH 48x80 R25.pdf PSF), 37x$4 (+%-60 PSF), 37x76 (+/-65 PSF) � FL5167 R21 C CAC 07-09 DH 53x76 R50.pdf FL5167 R21 C CAC 07-09 DH 56x84 R PG25.pdf FLS167 RZ1 C CAC 07-09-10-20 and 08-09-10-20 ' � Waiver.pdf . Quality Assurastee Cantrac� Expiration Date ' 12/13/2Q16 ' • � Instatlation Instructians FLS167 R21 II IN0066 SS 07-09 07-10 07-20 DH 1X.pdf : ' FLS167 R21 II IN0067 07-09 07-10 07-20 DH 2X.pdf Verified By: American Architectural Manvfacturers � � Assaciatlon • Created by Independent Third Party: ' Evafuation Reports FL5167 R21 AE PER3815 07-09 07-10 Q7-20 DH.pdf Created by Independent Third Party: Yes 5167.2 07-09, 07-10 and Q7-20 Refiections 5500, Prism Platinum, Sears 9300, Amcraft Grand Estates Premier Vinyl Doub(e Hung with Transom Limits of Use ������ � _.____._.___�...___..�..___.-.----_�..___..�___.._.. Certi�catian Agency Certi�cate Appravad for use in HVHZ: No FL5167 R21 C CAC 07-09 DH w Transam 53x130 R , Approved for use outside HVHZ: Yes pG50.pdf - � � , , • Impact Resistant: No � FL.Si67 Rzl C CAC 07-09-10-20 and 08-09-10-20 � Design Pressure: +50/-50 Waiver.pdf � Other: 53x130 , � Quality Assuranee Contract Expiration Date • ' Q4f 19/2020 Installation Instructions � '" � FL5i67 R21 II IN0063 07-09 07-10�07-20 DH w Transom � � 2X.�f Verified 8y: American ArchifiecturaE Manufact�rers � , , Assaciatiors � � ' -...--.---.--..._.,—._...__._.___..._.._...----_._...----.....__...._...__.__.. .._.__...._-.---._.___..-.----..__.____._.____..v._---....___._ ..__._..._.__..___...._..---_...�._—__. .._..__.,.__..___._.----._. _.. ..__.__.__._m:.._...___.._ � 5167.13 43-4� and 43-45 Reflections 5050, Reflection's 5300, Prism Bronze, Prism Ultra A , � Goid Amcraft Grand Estates, Amcraft Grand_Estates P1us, THD 6100 Vantage Pointe Vinyl Dauble Hung , • Lirnits of Use � Certi�catian Agency Certi�cate Appraved for use in HVHZ: No FL5167 R21 C CAC 43-40 DN 32x62 RSQ.pdf Approved far use outside HVHZ; Yes FL5167 R21 C CAC 43-40 I�H 36x63 R45.�df Impact Resistant: Na FL5167 R21 C CAC 43-40 DH 36x72 R30.pdf - , Design Fressure: NJA FL5167 R21 C CAC 43-40 DN 3Eix74 R50.pdf Other: 36x72 (+/-30 P�F), 52x71 (+/-35 PSF), 48x80 (+/-35 FL5167 R2]. C CAC 43-40 DH 44x63 R PG45.pdf � PSF}, 36x63 (+j-45 PSF), 44x63 (-E-f_-45 PSF), 32x62 (+j-5Q FL5167 R21 C CAC 43-40 DN 48x80 R35:pdf ( PSF), 36x74 (+J-SO PSF) • � FL5167 R21 C CAC 43-40 DH 52x71 R35.pdf, ` FL5167 R21 C CAC 43-45 waiver to 43-40.:pdf ' Quality Assurance Ct�ntract Expiration Date 09/12/2016 InstalIation Ins�ructions FL5157 R21 II IN0432b 43-40 43-45 Dhl 2X.pdf � F�.5167 R21 II INQ434 SS 43-4Q 43-45 DH 1X.pdf � Verified By: American Architectura{ Manufacturers ' Association Crea�ed by Independent Third Party: Evaluation Reparts � " FL5167 R2�. AE PER3819 43-�4 43-35 DH.pdf Created by Independent Third Party: Yes � 5167.i4 43-50 (Three-Step Sill) 6100 Vantage Pointe, Asure, Prism Gold, Grand Estates Vinyl Double Hung Limits af Use � Certificatian Agency C�rti�cate � Appraved for use in HVHZ: Na FL5167 R21 C CAC 43-5Q DH 3Zx62 R50 Lext�.pdf Appraved far use outside HVHZ: Yes FL5167 R21 C CAC 43-50 DH 36x63 R45 Lext�pdf Impact Resistant: Na FL5167 R2]. C CAC 43-50 DN 36x74 R50 (ext�pdf DesignPressure: NJA , FL5167 R21 C CAC 43-50 DN 44x63 R45 �xt}.pdf', � Other: 52x71 (+/-35 PSF), 36x63 (+/-45 PSF), 44x63 (+%-45 FL5167 R21 C CAC 43-50 DH 52x71 R35 Lext�pdf � F�F}, 32x62 (-l-J-50 PSF}, 36x74 {-E-/�50 PSF} Qua[ityAssurance Contract Expiration Date 01/25/2021 �- Installation znstructians � � FL5167 R21 II IN0432 43-50 DH�2X.pdf FL5167 R21 II IN0569 SS 43-50 DH 1X.pdf Verified By: American Architectural Manufacturers � Association ' � � � , Created by Independent Third Party: • ' Evaluation ReporEs � � FL5167 R21 AE PER3$2Q 43-50 DH.pdf Created by Independent Third Party: Yes � 5167.15 75-75, 75-09, 07�75, 07-09, 07-10 Reflect9ons 5500, Prism Platinum, .Sears 9300, Generations, „ ' CP iao �� �� . _ REV. RENSlONS: REViSED BY: pA7E: NO P.E. SEAL REQUIRED &' ' MODEL Q�SIGNATION: Simonton Doub3e Hung Series 43-40 j 43-45 Viny! Wirrdow , INSTALLATION SUPPORTED � UPbATED S�ZES PER NEW,SESTiNG. SD.D. OB/22/13' , .—..�.. MAXIMUM OVERALL NOMINAL SIZE: See Size Chart BY•AAMA TEST REPORTS 2 ADDED tA1N.EQGE Di$T.MOTE e.d.s. Ds/n/�s QESIGN PRESSURE RATING: See Size Chart USABLE CONFIGURATIONS: X Sii1CONE -���/-zX BUCK X CAULK GENERA� QESCRIPTION: The heod, siil, and side jambs are extruded PVC, 7he wall thickness siUcoNE cAu�K � #hrough which the anchor screw penetrates is o minimum of 0.07�”. �tJ4' tanX. SH�M zx sucK • SILICONE CAULK - 1/4" MAX. SHIM (2� HEAQ 7 . ._. 1 4X SCALE SIZE Ct�iART #8 X 2 1J2" MIN. W66D -" � � SCREW WITH 1.50' MIN. I OVERALL SIZE � EMBEDMENT INTO WOOQ WIDTH HEIGHT DP RATING MIN. E�GE DIST., SEE NOTEs a ..W,. ..H�. � io 36" 72" �30 PSF' SI�tCONE CAllLK 52" ���� }35 PSF 48" 80" 36" 63" �StllcoN� CAt7tH �1 �AMB —� �.45 PSF '4X SCALE 1 44" 63" � � 32" 62" � SiLiCONE = t50 PSF CAULK � w 3� 74 ZX BUCK � ¢ LL � J � S��L � 4x scA�E o NO ES: ¢ 1_ This irtstaliotion has been evoluated for use in loco#ions adhering to fhe Fforida 8uilding Codes and where pressure � requirements as.determined by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings herein, for use outside Ehe ti.V.N.Z. � + = 2. All interiar and exte�ior perimeter surfaces of the window must be caulked. 3_ Anchors sholi be as spBcified ond spoced as shown, Anchor embedrrienf to base materioi shall be beyand wali dressing 'or stucco ond into wood. 4_ The respansibility for selection of Simantan products to meet any applicabie Iocat Iows, building codes, ordinances, or other safety requirements rests solely with the architect, building owner, or contractor. � 5. Shims are optianal. Mox. shim skack is 1 f4". � � 6. Wood bucks (by others) must 6e engineered and. anchored properly to tronsfer loods to the structure. � Z. 5crews should be a minimum of 3'/4" from the edge of the wood. , _' 8. When used in oreas eequiring impact protection, this product REQUIRES the use of approved impact resistant; ;,, shutters or other extemal protection. a 9. Floshing should be oppiied using the ASTM E 21i2 method appropriote for the openin'g into which the window is � being in'stalled. '` ! l "w" lAAX. OYERAIL FRAME WlDTN ( 1Q instailation scraws must be ot Isast 3j4° from the edge of ihe waod.. ' 11. Glazing shall comply with ASTM E 1300-04. " , � I • 51 :D N 0.: V.� I' - pI��A�R �7ATFUEN7 �SIMONTON• B INOA��26 Z : - 7h{s documenl Is tho ro trt o!Simo�lon Wndows,which 5 FtNISH; Olmenslonai TWeronces p P Y � w i rr o n w s DftAWN 8Y: DATE: retaMs att proprietary ontl other riqfits io tts subjeci mviter. �4; i�ni==p(h.rwi G�e iRed T.D.O. 09/04/09 � Thfs doe�menl is provfded to the reclpient on lhe exprossed AI.LOY�dt TEIAPER: I Cnc6c;me A�'�nuu �y�CKEO 8Y:DASE ondltlon thot It!s not ko be d}sGosed,repreduced in whote or Pcnnsbum,N�'?6�IS part,nm udad in canj�nctton with the deeign,Inon�(acWro or IGH: V M� Decimals Angles repoir ol goods for anyone other than 57monton Windows SCALE: SHEET: APPRVO BY: tlATE: - " xithaui ite consanL 4hia restrictta�doas not lknit khs X t A3 . �7 S af i rocipienl's rlghte io�UlOize infofmation eontaired In this RFACE AREA: ' .XX t 01 0' JO min. SERIES: document which is prapMy obtalnad from anolher sourcm �N�SN tREATF.tENT_ .X%X t.QQS 43-4D/R3-45 DOUBIE NUNG 11n.E: . FILE:IN0432b 2%BUCK INSTALLATI�N(AS TESTED — --— * - i� � 'L fp /O b ��f /� ~; � _. _ , . 4 3 2 j . 3JS6 0 TAPCON ANCHOR R�� REVISIONS: ftEN5E0 BY� DATE: MGDEI DESIGNATI4N: Simorrtan C?ouble Fiun Series 43-40 4.:�-45 Vin Window ti'+�TM 1•25" MIN. EMB. � UPDh o no7 cErceRa�ae crti �or�.nr+a T,o.o. �z123/as 9 I }� INTO CONCRETE(SEE rze a tr MAXIMUM QVERALI. NOMINAL SIZE� See SSze Chart NOiE 10 FOR WOoo) z ^° _�p�������M���' z.o.o. ozlm/�o MIN. EDGE DIST., gpE�7p�7p UPDA7EU SiZ-F AER N�EN TE� G D i , CONCRk7E,F✓iASONRY 3 15 7 T.O.D. n/30/11 _ DESIGN PRESSURE RA71NG: See Size Chort StLtCaNE CAULK ° ` {BY O�tiERS} 4 aaaeo aaiw.eoc�o�sr.wo�e. e..r.s. �s/�9/is (EXT. PERIMETER) 1X WOOD BUCK ' USABLE CQN�iGURATI4NS X {BY OTNERS) X �"�_.SIUCONE CAULK � • (INT. PER�ME'f'ER} 1X t940D 8llClt `j GENERAL pESCRIPTION: The head, sill, and side jambs are extruded PVC, The wall khickness 1(4' MAX. SHIM (BY O7tiERS) tfiraugh which the onchor screw penetroEes is a mEnimum of 0.142". AT ANCHORs StuCot�e CAv�,K CONCRETE/MASONftY /�(INT. PERIMETLR) . • , (BY O'i�tERS} 1 ��A" MAX. SHIM SiZE CNART 1 HEAD � AT ANCHOftS 1 18" MAX. 3f7&"a TAPCON ANCHOR � 6^� 1 � o.C. 7rP, � �s" e OVERAIL SIZE � 4X SCALE v,�nl t.25" MIN. EMB. � � WIDTH HEIGHT dP RATING IttTo CONCftErE{sEE NOTE 10 FOR WOOD) •�� � � "yy' „H" MIN. EDGE DIS7.. 5EE NOTE 2 a �I_-L 36" 72"' #30 PSF 1 SIItCONE CAUIK �� 48m 80� f35 PSF � (EX7. PERIMETER) "' ' S2" 71" 1ja' t�ax. ;Hi� i JAMB sv� 36" 63" �PE�OftAEsgs 4X SGA�E � f45 PSF � �� 44�� 63�� PECORA 846 SILICO E CAULKApE S 36" 74° t50 PSF $�UCNRAL GRADE iX WOOD BUCK �SILICONE CAULK w CONCRETE/MASONftY °. , • ' � (BY OTHERS) _ {BY OTkiERS) ." - - m � _._L � ¢ ' ti ; 1 SiLt� � ' � — 4X SCALE , ¢ " NOTES: � � 1. This installatlon hos been evaluated for use fn locations adhering io'the Florfda Building Code and where design p�essure�requlrements as deiermined by p ASCE�Mieimnm Desiqn Ldvds for Bvildings and Olher Struc1ures do not exceed the desigtr p�essure raUngs listed herefn, tor use ovtside the H.V.H.Z. X ci ;� "�' 2. For. InstallaUon where the su6-6uck is less than 1 1/2" (FBC chapter 17 Anchorage Methods) 7apcan type concreta onchora must be used ond the length a o� must be such tbot o mtnimum i 1 fA" embedme�b ot ihe Tapcoo intp the concrete or conerete b�ock is obtained, unless otherwise�oted: Ancbors shovid � be a mioimum al'2 1/2" irom the edge of the concrete, hollow block C�1U, or conerele block. _ \X 3. Aii inteeior ond exterior perimeter swfaces ot the w7ndow must be coulked. N� 4. Adjust Tapeon onchor�ocations, if necessory, to maintain a minimum of 2.0" clearance from mortar joints. -- 5. When tha optional heod�exponders are Used, the INSTALLER MUST ADJUST the�anchor(enqths to mointoin the requtred minimum ambedment inta the T substrote. 6. Anchors shall be speeifled ond spaced"os shown. Anchor embedment ta hase material shall be beyond wall dressing ar stueeo ond into wood or conerete. 7. Wood bucke{by others}mnst be engineered ond onchwed properly ta transter Ioads io the slructure. Bucks shatl eztend beyond Sntertor toce of frome.such;,� that full support�,of the frome is pravided. ` , $. Foilow ITW Tagco� onchorin9 ins{ructions, � 9. The respansibility for selectfon of Simonton Products to meet any applicable locol laws, bui�ding codes, ordinances, or other sofety requirements rests solely wtth the arahite¢t,butlding owner, o� contractor. ' � 10. For wood buck substrates, use �SD wood screws with 1 7/2` min. embedment into wood, uniess oiherwise noted. Screws shouid be o minimum oi 3/4" a from the edge o[the wood. A' 11. A. Conc�ete compresstve strengfh = 3000 FSt aF 28 days. 8, Concrete Masonry Units shall confortn with slrenglh requirements of ASTM C90. � a 1O C. Wood Minimum SpeciSc Gravity= 0.55 , I 12. Shims are optfanol. Maz. shim stack is 1/4'. , "W" MAX. 6VERALl.FRAME WIDTH 13. When using a 3jt8"0 Topcon or�ji6 wood screw through tbe window frome,pre-dril! the thru hote at specified instatlation screw locctiona. 14. Vfien used in oreas requlring impact prateciton, this product REQUIRES the use of approved impact resistonl shutters or olher externol protection. • `>>5�4111111�frj 75: Floshing should be applied using the ASTM E 2112 mekhod approprlate tor the opening Inio which lhe wlodow (s being Instolled. , `�� S F ��� 76. Glazing sfiotl comply with ASTM E 1390 occarding to the Florida Bailding Code. 4A IAL t :UftA1riN NQ: R . :�,`�'.�"(�'� = ;F,.p''. o�s��aTagx�N? SIMON TbN' s ��roa�a a rM, �F INISH: pimensianal Toleronc s DR WN BY: UAIE: ,Z :,4`Y Q ThIS doC4men�IS Iha prope+ty ol SlmMlon�MInAOwA�Ith Qtlt rtt'e C4 }HCd � �V 1 � V o S S.O.p. OsIi6I�9 {� !�'� toins oit proprletary d other r3ghts ta its suCject motter. 41tt�s" �IY 7 _:.� This documrnt is Orovided lo fha recipieni on the expres�cd ALLOY de TEMP[R: I CoCh�:+ne hycn�ic CHECKED 9Y:6AlE ,}Ir^ � ' .andlUon lhat It Is nol to 6e disclesed,reprotluced in hole or PcimsUaro.N�'2(r115 p,� port,nor ussd tn conJunetior�xith tAe des(gn,monvfaeture ar y, H; , Decimais Anqtes SCALE: 91EET: AAPR p HY: DATE: Di itall si ned.b Hermes F.Norero,P. �j?� 3T;s� repoir ef goods ror o�yo��om�r tnod s�moot�w�aow� Flr � or i ' g y ] y O ,�p�(, � ,,, wllhoul Its Gansenl Th�s restrietlon does not IMIL(hc URFACE AREA: P I R: X f.03 SEittES: � Reasorc 1 am a rovin this dpcument : -�4�'�=`e��a�iv� � reclpknYs rtghts to utiiize Iniam¢tton rnnto[ned E�this XX t Ai 0' 30 m�n. 4J-40/43-45 DOU9LE HUNG • pp g r �o�,Io eayO�.iL'�3 ♦ document wh�ch�s propetly obtoinee from another souree. FINISH 7REATMENT: .XXX,3.005 Date:2015A6.24�7:57:45-04'QO' f�C�FSp'^��n�i:n t�.�`�wye nnE � ��r� ONAL >>� �t�:�rtoa3a tx eucic�Nsrntcanar� ,{ /IIIII 3 Z r � � . ` , . � , , i iiiiio iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiio iiiii iiii iiii . • 2016091022 ' ' Rcpt:1777851 Rec: 10.00 This Instrument Prepared By: DS: 0.00 IT: 0.00 Home Depot Home Services 06/10/2016 K. M. , Dpty C lerk 9208 Florida Palm Dr. ------ --- Tampa,FL 33619 NOTICE OF COMMENCEMENT Permit No. Ta�c Folio No.��-Z� Z-�'�U'��� "D����`�Dv ' State of Florida County of ��C � THE LTNDERSIGNED hereby gives notice that improvements will be made to certain real properiy,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement: 1.De ' tion ✓ l4 �'��°'��P J o p`�ope •(le �1 ri tion of erty; ' ddress if available) � w � -� • �"1 � d' �i � • � �h Z 2� � 2.General desc iption f improvement:��) (����/ ��,.�l�� 3. Owner information �' p (a)Name and address: � �PZD � /� � / G ,�,�� (b)Interest in property: • (c)Name and address of fee simple titleholder(if other than owner): 4.Contractor (a)Name and address: Home Depot Home Services,9208 Florida Palm Drive,Tampa,FL 33619 li (b)Phone number• 813-626-7548 5 Surety pqULR S 0'NEIL,Fh D PRSCO C1ERKof�1MPTROLLE (a)Name and address: N/A 06/10/2016 03:13 m �Z�� (b)Amount of bond OR BK ��t�� PG _ ___ (c)Phone number: rr 6.Lender (a)Name and address: N/A (b)Phone number: I� 7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section � 713.13(1)(a)7.,Florida Statutes: (a)Name and address: N/A (b)Phone number: 8.In addition to himself,Owner designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a)Name and address: N/A (b)Phone number: � 9.Expiration date of notice of commencement(the expiration date is 1 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 LTNDER CHAPTER 713,PART I,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. 10. � ' Signature of Ow or Owner's Authorized OfficedDirector Partner/Manager � S�atory's Title/Office The foregoing instrument was acknowledged before me this�day of�.1 v`� � by ��"�"�u'hr"�( ry . �J I, � ��--�� (n e of person)�Y� (type of authonty,e.g.officer,trus ,attomey' fact)for (name of behaf�p�l�ar��ument was executed). I MOTARY PUBLIC , �A����� Signature of Notary Public—State of Florida ' • C'atllt�FF�3,'j�p Personally known_or Produced Identificatibu,� E�(r'es M18/ZO�QND--- - ( Verification Pursuant to Section 92.525.Florida Statutes � Under penalties of perjury,I declare that I have read tlie foregoing and that the facts stated in it are true to the best of my knowledge and belief. �� �� Signature of Natural rson ing(in Line#]0)Above Revised 7/28J14 �����;~ v �����°^..at����si�3�, ��U�TY f�� 8��s�0 ���`r�a: rf-'���3's�`<^y:`... �r'' Qt, i HIS iS;�Q GEF27iFY TH,41 TrIE FOREGOING IS A �' ' ` � r ,'�;D CO�RECl'C�'�PY aF T � f':�� �i'��.,�,; TRU�a HE DOCUMENT �"' �'�yY"'w� �;,:���. OI� �=iLE OR OF PUBLI� R�Cd�D IN THIS OFFICE � �';�'�;r 4'�a�`:`'=��u� K,,��:� �rr, �,� .��^�''�'���:���;�t;�' t,..�i lydiT��=55 MY�1Ah1�ANC}C)FF'IC�AL SEAL THIS + lit yGif�}'r 1'j�:, �'��.r� ��_C7AY 4,/F �2� �. '" \�yg2 ,-'� �-� x'% � it,1 i tt, �`y� PA(JLA 5. O`t��=11�, �`l�� &CUP PTROLLER ° �����`;;�3� �;•s�;k•,,,;i ,-��;��j �Hy .:y � '=Y�;,� ti.J,, \ _s�����z�,-+i �Y _DEPU?Y CLERK ��;;�''o��;;:�::����;s;:•rR,� / .�,;w4 _��>. �..� ,�„�c f�:�;;;��'.;�'' '�-�____==�� � Q�. 0 ' . . ����u'� � .�.:� �'M^ � , City of Zephyrhills BUILDING PLAN REVIEW COMMENTS �2� �3 II Contractor/Homeowner: ���f) Yt� �y�� ��� �� � ��� i� ��� Date Received: �'���� ` p; � Site: ����7 ��'�tG� �l���. � r Permit Type: �Q�1��j�;� �� '��.'��� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. ���1-G � Bill B gess— i ing Official Date Contractor and/or Homeowner � (Required when comments are present) � v,� I 'i ��. ��..�. . . . , , •-m.• %axr. m.::� �-,,""',';,,-^-.�o. , . .�c :.m-« ..�,.,»n�.v. .t, ;y„ ..,,rr,� .�.`",�....�i,C�7y�'.�'¢'•.,"'•'i.^`�'»rc��cn�rn.,m^�^ss.,i.��:�; ;¢� ?:��yS �...@u .,:�`^...., . . . :., , . .. . .. .t, . .. „ . _ '�a. .:v',c ., ...!t';':'k. , ."`' I ,,. . �s;.a �.,�.��'.�, y :. ,� ..W.� 3...�u2� ... • .�r �, r ...� , '' .`}� • .0 .:."ii'„Srtsy:yG�fi el�,r..�yfi�i,�.<i,.A»,�:�, r;C:.Y` u.'�.�'i�� ',�.Sd�:m. ,'+���.., . , . ^ ::+^.' � � ' rc „x ( y+q ..... + �•'g.y.yn �5� .: , y�� • ,y}�u,i, ..'fK,�,.#b�P�A7` ''*�i`�}.'uNG1'�n,?'.L�l`,..t a,JiG��n r��,a� iea�i4t� , , , .� �, � .. , . , � . ,. , � - ��SS�, �. } � uL K��'.' u�5.1�ii:�at��.��S�.< �:4t} . ��,E', . .. ��' 'S A�W�. ...: f F . .iiy, .: `f,`iFi .A'.K5.�5S. . 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Address/Phone/Email � One Silverline Drive 'I i North Brunswick, NJ 08902 � (800) 234-4228 Ext4644 I� ; Jonberrian@slbp.com I I Authorized Signature � Vivian Wright ! rickw@rwbldgconsultants.com � Technical Representative ' Jon Berrian Address/Phone/Email � One Silverline Drive � j North Brunswick, NJ 08902 � (732) 435-1000 � jonberrian@slbp.com i _ Quality Assurance Representative j , � Address/Phone/Email ' . � � i i � ^ Y� I I f � ' Category � Windows Subcategory ; Single Hung i Compliance Method '; Evaluation Report from a Florida Registered Architect or a Licensed ! Florida Professional Engineer ! ��� Evaluation Report - Hardcopy Received I � . � Florida Engineer or Architect Name who developedi Lyndon F. Schmidt, P.E. the Evaluation Report Florida License 1 PE-43409 � ; Quality Assurance Entity I Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 10/21/2016 Validated By � Ryan J. King, P.E. i ; '�� Validation Checklist - Hardcopy Received i � , Certificate of Independence i FL14911 R7 COI Certificate Of Independence (Z).pdf I Referenced Standard and Year (of Standard) i Standard Year � AAMA/WDMA/CSA/101/I.S.2/A440 2008 � AAMA/WDMA/CSA/101/I.5.2/A440 2011 I , + ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 j ASTM D638 1996 i ASTM E1886 2005 � ASTM E1996 2009 ' ' ASTM G26 1995 � TAS 201, 202 and 203 1994 . I Equivalence of Product Standards � Certified By � Florida Licensed Professional Engineer or Architect � FL14911 R7 Equiv Equivalency Of Standards.pdf , I Sections from the Code � . � - i I I ; i c „ �. I I • I i Product Approval Method I Method 1 Option D i Date Submitted � 04/02/2015 Date Validated ; 04/13/2015 Date Pending FBC Approval � 04/16/2015 Date Approved i 06/23/2015 � Summary of Products i Go to Page ; '� � '� '� Page 2 / 2 '� '� _._...----_._._.�....-----._....�-�--__..-�.1..__..__.�.._..._._.____— __.�_.� ---_�_._.—._.�----------____._.______..____._�...--------��-------��--�---------- FL# � Model, Number or Name Description 14911.21 ` ^ � u. Series 70 Model 2127i � Extruded Vinyl Single Hung Window - Flange T^ Limits of Use � Installation Instructions Approved for use in HVHZ: Yes ; FL14911 R7 II Inst 14911.21.pdf Approved for use outside HVHZ: Yes � Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A j Evaluation Reports Other: See INST 14911.21 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.21.pdf additional use limitations, installation instructionsj and product Created by Independent Third Party: Yes particulars. � ....._`. __.,.----_._..__._ __._--- �_ , _� �._.._ —. ____� 14911.22 v. Series 70 Model 2127; Extruded Vinyl Single Hung Window - Nailing Fin Limits of Use�T.._.__________�.._.._____.__._._. ��; � Installation Instructions �^ Approved for use in HVHZ: Yes i FL14911 R7 II Inst 14911.22.pdf Approved for use outside HVHZ: Yes � Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes j Created by Independent Third Party: Yes Design Pr,essure: N/A � Evaluation Reports Other: See INST 14911.22 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.22,pdf additional use limitations, installation instructions; and product Created by Independent Third Party: Yes � particulars. — --------.-- -- �. � i _____.___� __._._.��__�____�__��______ . 14911.23 � M mm� w. Series 70 Model 2127 Extruded Vinyl Single Hung Window - Flange � Limits of Use ' Installation Instructions Approved for use in HVHZ: Yes � FL14911 R7 II Inst 14911.23.pdf Approved for use outside HVHZ: Yes � Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes ; Created by Independent Third Party: Yes Design Pressure: N/A � Evaluation Reports Other: See INST 14911.23 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.23.pdf additional use limitations, installation instructions� and product Created by Independent Third Party: Yes � � --- � „ ,. _ � . i � . i . � ' � i i . f . \`1l`it � �j`f' : ��l��r�.�n� � �:�:� so� ���"= � by.�ndersen � c� y a�":.�_�m � (a�� `+ T Vi`�y�Z�'.m» ' "�''7 Z F�:O�Iy-� Ovi � � � � � � J� fl d � {} � � � :w� ��u��a��r ''� �,'•-.,,, . �,. 1 o m w i 5325"MAX.OVERALLPLANGEWIOTH '�i��'I//IJ�fP1````�`��� o�mz � I� 52.00"MAX.OVERAILFRAMEWIDTH � �i`� ��'� , a .. z� (� ,�jQ'�, -j-- �`�. a�g 9@�w bD����� �� " �'kmA 1��� ������ , ...�...—....�,..- ... � � �,��, m d a m �xr�u��c� v���c sr��c� xunr� �en��ow ; ,;, �' E �_ �� ��. �� �� ����� ����E � - o �a � = o z� � ��NON-in�Pacr� � s = � Q �z ~ � � � ��f 3 z� � GENERAI.NOTES i � � � z r ,R,�� o � � ¢ � m �`U 1 This producf has baen evaluated and is tn complirsnce wifh the 5fh Edtfion(2�id}Florida Bui(d(ng � � � x � � Code(FBC)shuctural requtremeMs including ihe"High Velocity Hurrieane Zone°(HVHZ). � o o , � � z � �j N o N � 2 Produci anchors shaif be as 1lsted and spr�ced as shown on deYails.Anchor embedmenY to base ! � � ��/ a �a Nmoteriol shali be bayond wati dressing orsfucco. � Q f � � °- v 3. When used in the"HVHZ"this product is required to be protected with an impact resisiant � � ^ X �7 m LL covering that camplies with Section 162b of fhe FBC. � f � 3 4. When used in areas outside of the"HVHT'requiring wind borne debris protecfian this productis j ��/ �z a` required tq be ptatected w(th an impact resistant covering that campiies with Section 1604 L2 ; � a 3 ; af fhe FBC. � �`o �, W p O 5. For 2x stud framing construction,anchoring oi these unils shpll be the same as that shown for 2x I �z � � buck masonry cansfruction. ; h q � a I �'o� 6. Site conditions ihat deviate from the details of fhis drawing requfre Further engfneering anolysis � �W a by a i(censed engineer or registered architect. o�`� . _ _� z U , o I - in n � 7. This product meets water mfllirahon requfrements for'HVMT. � � Z d :, � 9 _...,..:,�...... -:-;_...;._.:_.._.,,, ,,.�. ,. .......... . : a _ i�_�O�VERQ�L';�=n_;;�.0.�(�R�1��-._:""i��%t.A�X:�:•:.:�6,,?_y]_.;;.<..i:.�UE$tSy� ESSI1$F.:(PSF)y o'�p � a TABIE OF Ct3NTENTS �.�- Ftau��; ��atwte - r I?t O ,, GLA�Sr . -> � -�-.=w,;. :;, n�, m � SHEET# DESCRIPTION I�"�=p�MEI�fS�O(�! , �'L�TMENSIO�f,'.'�DIMENSION�, �.PE;.;�,_'P.OSIiIVB�t I�EGA[IVE,t, N•-� � .. .. , . .. .. ._, .. .... :. . 1 Typica!elevat�on,dest n pressures&ge�era(nofes y 53.25"x 63.58" 52A0"x 62.Sq" 47.69"x 28.25'� +62.8 -b5.4 aT�10 30 12 0 � � N.7 S. ' �' � 2 Horizanfal&vertica}cross secfions � G1.�2 � � 3 Horizontal&vertical cross sections � ss.2s��x�a.os^ s2.00°x�a.oa" 47.69"x 33.50" +55.0 -60.0 DW0'e"` �K m v 4 Buck and frame anchoring � ��� � � � b BiII of materials,glozing defails&componenfs f N _ , , F1.-1d911.21 a � � s�tr�r 1 oF 5 0" �� * u � d j � � Ei { ._ ,. i . , I . � i � �� � � 27 e ` `����C. � . �j�' � � °� aa ��0,' . �'•��� � 4 NOTE: I 24 a , � n :��� o p•.J��n 1.LOCATE OPERATING SASN LOCKS 7.5' � � 4 =V�'�'v � '� ���_�LL m FROM EACH END OF 1HE ACTIVE � e �� Z �•'y�¢ �m� MEEfING RAIL,FASTEN WITH(2)fl8 x3/4" � �•,. �y� F_,�� �// 2.LOCATE SA H KEEP R56.5'FROM EACH I �� 25 23 �i��'',' .,,*.�. '`.G,,`� Z o�o `��. END OF THE MEEfING RAIL,FASTEN � ^� _ 26 ���i!r i I����� $N•:Z WITH�2�ii6 x 3/4"SCRENIS. OO O � � 9 � x=d � O --p . ' \ o Em �m° D� g �� /�� � 0 ry d N"� m aa� � � �� � �� � « �° � 0 o—�'J � � 9Z � � �w � //// j IXiERIOR INTERIOR o 3d G7 G2 � � SEE 32 3 � X i 31 11 NOTE2 10 SEE Z z NOTE 1 � �� m / I � 17 14 c� } a�w � 2 J �� v �� 9 x � �� ^1 / �{ � al � � nY�� � � NU I Q � Z � � in p = �2 � � 3 2 3 3 ' Q 3 a � � 4 ��m 23 ABOVE THE MEEfING RAIL ABOVE THE MEEfING iIL �3 �8 � � Y7 i 27 ``z 0 a a ib N 3 I � v v < 26 INTERIOR 26 I � � � O � � � i � �' ° 33 36 34 �� i v 0 19 �z � � � ° 34 G2 Gl 7 15 ° � v 20 6 0 0 � � n 9� � o o� ��� �w 2 ¢� � ` � � Q � o0 15 Q� � �� ? a Q o� Q �bllall�� 26 �" � '° a a QO o� � � { W = . 2� ,.\ �f CI� F � , .� N v�v w�� os�,�avawv�.. � 2q M�o � s , o m I z � �O O� � , N.-p � Z U ' ` 24 9 9 I 24 ° ' ° ° � a e a�i o so 12 = _ � 25 � EXTERIOR � 25 � a v e ° a , �'27 �E N.T.S. � I� 1-1/4"MIN. °� , a ' , owc.ar: JK m g] BELOW THE MEETING RAIL BELOW THE MEETING RAIL 37 I �B•nP• cHK er: LFS 3 = 1-1/4"MIN. i � 2 VERiICACCR05S3ECTfON nruwu+o�+o.: '� ' EMB.TYP, 1 HOR►ZONTAL CROSS SECT►ON , 2 shown w/2x buck F�-14s 17.21 0 � y Shown w/2X bucV. � s�r 2 oF 5 N � u � I i � , _ i � � , , ; � I I ,, �; `��,,� � ,,,�,, 2� �. . ,y��, i ;9�'� '���'' �. � e ���•4 m �� 24 ABOVETHEMEETINGRAIL ABOVETHEMEEfINGRAIL 2Q y� " a� < ° =S:°t � � g:d�z M 27 .. , 27 e J' a a _N'� o:�� �o ! 9 ° %�? Z �•�1�` �z a ro INTERIOR � a ��i��•��'••-.... ••' �C/y�� >>°M m ' ° a, � 26 gq 33 35 34 » 26 � v o v a �� 24 ! — 26 29 '����������iu����`\ v N o z � G2G1 7 1 5 i > �� � O � � e9 � �Z� av� O o O � oad ^ � � n 1' ,V a�a �pL� , M m a:a � _ � 22 � � �n � '� �o � � u v°z �a •� � �� v� cw Q-� � �� � ` � o EXTERIOR INTERIOR o 3`a b� lutilhU1111 i�l GI/I1p1411G�t/� / Gl G2 > 9 9 Q 32 a 1 EXTERIOR j o 31 �� NOTE2 �� SEE Z �Z O � NOTE 1 3 �� � I-1/4"MIN. 1 22 22 � { �EMB.TYPN 17 f 14 ? m �vWi ry EMB.TYP 3g BELOWTHEMEETINGRAIL BELOWTHEMEEf1NGRAlI 38 � 9 p� = � �� 1 HORIZONTAL CROSS SECTION I � 1%a--.YJ `J` � �� NOTE: e3 Shown w/IX buck ; � �_�O z � 'r ' � 12 Q o � o z � 1,LOCATE OPFRAlING 5A5H LOCKS 7.5" FRAMESHOWN w/OPTIONAL � o FROM EACH END OFTHE ACTIVE � FLANGE(TYP.THIS SHEETJ Q 3 a � MEEfING RAIL,FASTEN WRH(2)#8 x 3/d" SELFTAPPINGSCRENlS. i / ��� � 2.LOCATE SASH KEEPER 6.5"FROM EACH 4 18 � END OF THE MEEfING RAIL,FASTEN ! " _ WITH�2�#dx3/4"SCREWS. ` �� z �y r 6 ��; w3 o ,/ _ a o� / i ~ � � � � 19 O � � 19 w Z � � � � � 19 � I 20 N �- p h W � 20 , , 2� _ � � 6 � u b �� � a 6 � 15 �� 2 ��� ¢� o ���0� 15 26 2 0�� 26 ^w 1� 26 �� _ , ��� � � w � , °o� � e �, . � , �0 29 N�'< � � � n. .e > G.p � � o � M IV� 0 � e d � s � � eF , 40 � 4v � pe. ' �� � �'� � • I . .. a v ' Q ' 9a 39 N�Z Ll P ° � , p �b �' , ' � y°+ „ .n.� ° a ° � < n�te]0 30 12 z a o g ° � N.T.S. ° � s i mra.ar: JK m 3 VERTICAL CROSS SFC7I�N 4 VERiICAL CR055'SECiION ��° � 3 = 3 Optional masonry sill 3 Optional masonry sill i D YERTICAL CROSS 3ECTION otv,mNc No,: � � I 3 Shownw/1Xbuck FL-74911•21 0 � I sx�r 3 oF 5 N _ i — — e d � � i I � I � ,� , ,. � . i . ; , I I i � ,��``��� � ��''��, ; �'��..°� �P��;'==M j �N�� � � �e2�N�� �7 z 4;:�0 0�, i�Y\• �C/�� �`oiM � �/ /•��•.�� ,. •�� J o INo m /�� ....... �G`� N>h m 4 ' I '�p i(P ���` z d'm d ; �/lNIII �� �N, Z 6MAX — � �'P z oZo � . . i -{ 1 � - ` grg 9m�W � � o p oa ..J T . � N aN"� maa� � \(�, y a TYP. 24 � � � ' ' l \'� h `z � 2X BUCK 'ja '� V 3 c�i � 2X BUCK 1X BUCK 24 � _ o �ad 2X BUCK TYP � � �• 2X BUCK y3 � I I �i� • _ a � � 1 1XBUCK 24 Z W 9 � FRAME . _ ; _ �� 2X BUCK-/ �,P _ - � � �z N � _ FRAME� 1� � m �z ` MASONRY � MASONRY � —� MASONRY 1 = � Y� � OPENING OPENING 2X BUCK 37 OPENING — � � m v IX BUCK 38 � � � 2X BUCK 37 � '� � � � o a' � 20 � _ nP, i 1 `"I 1XBUCK 38 a � . . — � — —i- , _ TYP. — � �r>- I I � L -''�' .; � � ' ' � � � � � �z e o � 03 � BUCKANCHORlNG FRAMEANCHORIIJG FRAMEANCHORING N o cn MASONRY 52"X 73"MAX. 42"X 58"MAX. W o 0 Q =z � � I ~J � � CONCRE(EANCHORNOiES: oo � 0 1 Concrete anchorlocaffons ot the corners may be aajusfed fo maintaln fhe min. � '`� ` edge disfance to mortarjoints. � Q� � 2. Concrete anchor focafions noted as'ri4AX.O.C.(TYP.)"must be odjusted to � a • o� . mafnfain fhe min,edge distance fo morfarjofnfs,additfonal concrete anchors �� ? may be required to ensure fhe"MAX.O.C.(ttP.J"dimsnsions are nof exceeded. i �'? � 3.Concrefe anchorfable: � a ............ .......................... . ,� , ' ' ���'�'MIN,�GLEA�RAJ�CE��.`MIN��GI,.EAR,4,N4� ��� � ANGHO'R;� .'NCHORr; MINS �. n cy = a 701N ::.. ,_ , .. ..:.:.:::. .... : A.... .. .:` ::' �TYp�: �'� SI�E '';EIIi1BEDMENT:.: SONRY :;. TO.ADJlACENi • o , . :... .. � y ... ...ED'GE.........:'.....rANCHOR•:...• ! a�-z � „ ..............:..............:..................... i a�h:10/30 12 ? o ITW TAPCON� �14" ����4" Z,• 4�� + � o N.T.S. - ` ELCO ' ' — ULTRACON°i 7/4" ,7-1/4•, 1•' 4„ � °�.�'': JK m WOOD SCREW INSTALL4TION NOTES: � ��� � 3 = DHAWINC N0: N _ 1.Mainfain o minimum 5/8"edge distance,I"end disfance,&1"o.c.spacfng of i - FL_�49��2� o � wood screws fo prevent the splifTing of waod. N .� i sH�r�oF 5 � V K I � I � i � � �y ' � � I � � � � I � 81LL OF MAifRfALS i �.�`��" * , /`i��i� ITEM DESCRIPiIDN MATERfAL ' . •' / . 5/8"OVERALL ��O�'�. ��'���� m 1 EXTRUDED PVC MAIN FRAME#52-2611" PVC � THK.GLASS ��%� � p��Z M 2 EXTRUDED PVC SILL�152-2673'" PVC Q=_ � � � �: _ � 3 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD#1257` PVC � Q� 30 1/e"AIdNEALED �N':; Z �.��' m 4 EXTRUDED PVC MEEfING RAIL#52-2907' PVC j � �v�'•. ,:yGj``�/�- t o� 5 EXTRUDED PVC TOP LIFf RAIL#52-2949' PVC %. , '�. -+ ��m 6 EXTRUDED PVC BOTTOM RAIL�k52-2905' PVC ' � �- AIRSPACE f��/i��•• -��P ������ z d'm o 7 EXTRUDEDPVCSTILE#52-2905' PVC i 1/8"ANNEALED �N�I���t��� o n z 9 E X T R U D E D P V C G L A Z I N G B E A D V E R T.&H O R T. #5 2-1 2 2 7' P V C i � � a v Z o z v 10 OPERABLESASHLOCK#12-2241 � 7/16"GLA55 _� `�J } � `0 9 m a W 11 SASH KEEPER#12-2240 STEEL � B�E N : �j a '�� 'm a a�° 12 FIXED MEEfING RAIL REINFORCEMENT tf50-260B ALUM. j y G1 GIAZING DETA I[ I � �78 �M ` =z° ` 14 LOCK RAIL REINFORCEMEM#50-2609 ALUM. i 5/8"OVERALL J�� � �w � 1 5 B O T f O M L I F(R A I L&S A S H R E I N F O R C E M E N T#k 5 0-2 9 6 7 A L U M. I THK.GLASS �--j� o �a � 1 6 W I N D O W S C R E E N - � � j J 17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL&SASH ULTRAFAB I QO 35 � 1/g"ANNEaLED c, 18 WEATHERSTRIP PILE W/FIN.187 x.230,FIXED MEEfING RAIL ULTRAFAB 3 GIAZING BEAD ?„ Sashinledock 3 N 19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL ULTRAFAB - ! o �w �^ 20 WEATHERSTRIPVINYLBULB.187"x.375"!b AMESBURY - � � R�- AIRSPACE - z � 3 22 GLAZING COMPOUND DOW#1199 SILICONE `�"� c� so ,j I 1/8"ANNEALED o 0.84" _ � c� ry 23 #10 X 2"PPH SMS STEEL � � �r� � m � � 24 1/4"X 2-3/4"PFH ELCO OR 11W CONCREfE SCREW STEEL ; 22 0o w � �� 25 2X BUCK SG>=0.55 WOOD ���6�����5 � � '� o a 26 1/4"MAX.SHIM SPACE _ I BITE �I � z � � ' MASONRY-3,000 PSI MIN.CONCREfE CONFORMING TO ACI ' G2 GtaZING ot7AIL --1 I�+-0.05" o � � m Q 2 7 3 D 1 O R H O L L O W B L O C K C O N F�R M I N G T O A S T M C 9 0 C O N C R E f E � 9 G[A Z I N G B E A D a a 29 1 X BUCK WOOD i ��m 30 INTERCEPTSPACER STEEL � 0.62" % 31 SASH KEEPER#12-5550-030 STEEL � � �0.88"� 0.34" m Q 32 OPERABLESASHLOCK#12-SKOl-1C0 STEEL i �� o � 1 � � �Z 33 TILT LATCH#07-76625 STEEL Dfi� � 34 #8 X 1"PPH SMS STEEL � . ��1� Q,���-r m N� " � o o m 35 SUPERSPACER • BUTYL � � � o Ij w d o 36 TILT LATCH HP-1 MFG.BY ASHLAND STEEL � � � � 0.455'---I f�- I F2 v, �' 37 #10 X 3"PPH SMS STEEL � [oCK RAIL iOP o y o � a 38 7/d"X 4"PFH ELCO OR ITW CONCRETE SCREW STEEL � 12 LOCK MEEf1NG RaIL �1 eOTfOM LIfT RAIL 8 SASH o 0 � Relnforcement �a Relnforcement ' Reinlorcement � a 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSION$FOR WINDOWS ARETO BE PRODUCED Q y ; BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". � —2.69" �� i o I---2.69" —'� � o �� � — i.is� ! Q tl ��� < - � L�-----r,.,6„ I T o0 o p ��o � �� o 0.9,..r-� �p r� ,__ ,.,9,� , _ f � � �`� 0.055" � � � n�o a � � � c. p� — o T �-' 0.065" � o cJ LJ _ � � N N Z ❑ � o• N �� � ^ �� I � 1�L� � � ��� w�10 30 12 Z �[ -L---�— N.T.S. - � �--0.065' � �O ^ �r-•-1�`0.065' I d 000� � o Do � s�ttF: � I� �� o -1--0.91" T � � nxa er: JK m � ���-t-1 16" I � � � �— Optional Flan e � 3 _ �o I 9 Optional Flange �e+� LFS � EXTRIIDED PVC SfIIE i�EX7RUDED PVC iOP LIF!RAIL PVC MAIN FRAME PVC SILL �'��= N = ��EXTRUDED PVC BOTTOM RAIL EXTRUDED PVC MEEfING RAIL 7 i 10-- f� 2�— o •- 4 U .t FL-1491 i.21 0 � � st+tEr 5 oF 5 � G � — � , � � I � �i I . I � � i I - I -- --- - -