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Home My WebLink About14-14978 CITY OF ZEPHYRHILLS '"� 5335-8TH STREET ,�4878 , • (813)780-0020 � BUILDING PERMIT Permit Number: 14978 Address: 38524 WINDFLOWER AVE LOT 32 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: SLEEPY HOLLOW MHSUB DIV Est. Value: Parcel Number: 02-26-21-0260-00000-0320 Improv. Cost: 2,000.00 Date Issued: 2/19/2014 Name: STANTON WILLIS & CAROL Total Fees: 67.50 Address: 38524 WINDFLOWER AVE Amount Paid: 67.50 ZEPHYRHILLS, FL 33542 Date Paid: 2/19/2014 Phone: 315-396-9250 Work Desc: REPLACEMENT WINDOW 20 (MH) �. i` ;�\ � S I � � �� FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be 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." Co te Plans,Specifications Must Acxompany Application.All work shall be performed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. ; � CONT CTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER C� _+ � .'/ � . � i. .. � A�. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �S �� Date Received: �� —/� Site: ��5F' � .�'�'IG��-'r � '`� Permit Type: ��`"``� � ��`�^ 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. .. « �t�� FE 7 �n�i Kalvin Switzer—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 Date Received G — �'�I Phone Contact for Permittin 3 �5 3 �P -- � Owner's Name � � C. Owner Phone Number ✓?��— — �Sa Owner's Address ��5� W � Owner Phone Number "'—' � Fee Simple Titleholder Name � Owner Phone Number � ""— Fee Simple Titieholder Address JOB ADDRESS �a�02 �-CJ tiJ c,J LOT# ✓ oZ SUBDIVISION e �.�-C tJ Db) �PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) MIORK PROPOSED e NEw CoNSTR 8 ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR �ROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL � DESCRIPTION OF WORK �� BUILDING SIZE �— SQ FOOTAGE� HEIGHT -�BUILDING $�p OD � VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ � AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �GAS Q ROOFING Q SPECfALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � BUILDER ^ , COMPANY O/yI`° � SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Add�ess License# ELECTRICIAN � COMPANY SIGNATURE REGisrEREO Y/ N FEE CURRE� Y/N Address License# � PLUMBER � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � MECHANICAL � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# �— OTHER � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y I N Address License# �— RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy FoRns;R-O-W PeRnit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Pians w/Silt Fence instalied, Sanitary Facilitfes&1 dumpster;Site Work Permit for subdivisionsAarge projects COIVIMERCIAL Attach(3)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,Stormwater Plans w!Silt Fence installed, Sanitary Facilities 8 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. Directions: Filt out application completely. Owner&Contractor sign back of application,notarized If over 52500,a Notice of Commencement is required. (A/C upgrades over 57500) " Agent(for the contractor)or Power of Attomey(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(PIoVSurveylFootage) Driveways-Not 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 requlred 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 WateNSewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter T13, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land devetopment 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, 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�II 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 filf 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 cor�ection 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 O�cial 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 PROVEMENTS TO YOUR PROPERTY. IF YOU IN ND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE R AN ATTORNEY EFORE RECORDING YOU TICE OF COM ENCEMENT. FLORIDA JURAT(F.S. 1 . 3) OWNER OR AGENT ' CUNTRACTOR Subscribed and sworn to or aHirmed)before me this Subscrlbed and swom to(or affi before me this 1i(U~� bY /� 1f1GS C S"Y�.�.e�`/S.v L/b'_� by t.L7i//i s i. STA-nJ��e1 Who ar ersonally known to me or has/have produced W��a[e personally known to me or has/have produced �L+:�t,c1,�r (.+�D•�- as idendflcation. 1`' 1�rZt�r L<ct,�-�-- as identlfication. �-.,� , � r� � > o Notary Public ,,,,��., JAC ELIN�BOGES ::�ti'�'`�€. JACQUELI BOGES Comm�ss n ,• Comrr�is on No . •,� ' _,� ? ��(�mber 12,2014 "��p,F;� E��►�ber 12,2014 Thru T Name of Notary typ , Name of Notary ryp , a . �a�N��q�'�� Ad '��`�G '� l 5 '7 X�� } * �T � - - - - �� , �3.�.. . `��s�dr , - � ��a � ' t�- 1yQ� � # �s�a � _- _ � f � ��,�_, �-�- �3l � � � f`p�-�°°•� � � � `+� � - � . I 1 � �2�� _ ti� � � � �� .� ,��p, � a � � � t�` , -,.`..._.>� � ,� � � � , - _� .� !a� �;_��, � � , � �� v��h, �Qv� � ,, �� r. � �,P � -.2 g � � � � ��----4 y�'�� -°�" /d'b'' �..oT '�.�'d , �3� �� ;��.��,� A�� . p�o�t P�.�� 3�s�Y r�;�d�'to�re.� av-e � ,'�e�1+ t� �+��f�s �l 335�� W,c c�s d �pRo L S7`�+�"v� - /�fi,n�owN�eRs f�P ��c m��-- �D u1��id4�-�' � Architectural Testing TEST REPORT Report No.: A3063.02-109-44 Rendered to: ELIXIR INDUSTRIES Crossville,Tennessee PRODUCT TYPE: Single Hung Window with Reinforcement SERIES/MODEL: 700 SPECIFICATION: AAMA 1701.2-02, Voluntary Standard for Utilization in Manufactured Housing for Primary Windows and Sliding Glass Doors , � �� ,, ,�, . �� . I.�.li l . - , . I;.. . 1 � . . ;� I_ ''�i' . . �i� _ �� _� . _,r �� .:� . <<,�,,,;� �1;;�� = FEB 1 7 2014 ,_ _._ :; ,_ �,�: �E��i�i°��Fiit_; c �� f`7q�� ,- -,?�� - - - — . � Test Report No.: A3063.02-109-44 �� Report Date: 10/25/10 Test Record Retention End Date: 08/30/14 Architectutal Testing Page 2 of 6 4.0 Test Specification(s): AAMA 1701.2-02, Voluntary Standard for Utilization in Manufactured Housing for Primary Windows and Sliding Glass Doors. Code of Federal Regulations, Part 3280-Manufacturd Home Construction and Safety Standards,Subpart D, Section 3280.305(c)[1)(ii)(B). � 5.0 Test Specimen Description: 5.1 Product Sizes: Overall Area: Width Height 1.7 mZ (18.0 ftz) millimeters inches millimeters inches Overall size 914 3(, 1829 72 Screen sash 867 34-1/8 914 36 5.2 Frame Construction: Frame Member Material Description Head,sill,jambs, and fixed PVC Extruded meeting rail joinery Type Detail All corners Mitered Thermoplastic weld Fixed meeting Coped and butted Secured to each jamb with two #6 x 1" long rail an head screws er end 5.3 Sash Construction: Sash Member Species/Material/ �la Other Stiles,and rails PVC Extruded Joinery Type Detail All corners Mitered Thermoplastic weld www.archtest.com I � Test Report No.: A3063.02-109-44 i� Report Date: 10/25/10 Test Record Retention End Date: 08/30/14 Architecttiral Testin� Page 4 of 6 5,0 Test Specimen Description: (Continued) 5.8 Reinforcement: Drawing Number Location Material 9367 Fixed meeting rail 9368 Interior meeting rail Steel 6.0 Installation: The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed for a 1/4" shim space. The exterior perimeter of the window was sealed with buryl-backed flashing. Location Anchor Description Anchor Location 4" from all corners and spaced Head,sill,jambs #10 x 1"long truss head screws 4" on center through the nailing fin into the wood buck 7.0 Test ResuIts: The temperature during testing was 30°C (87°F). The results are tabulated as follows: Title of Test Results Allowed Note Structural Performance, perASTM E 330 +1190 Pa �+25.0 ps� -595.Pa -12.5 s No dama e No dama e Z Air Leakage, perASTM E 283 0.7 L/s/mz 5.0 L/s/mz at 75 Pa 1.57 s 0.13 cfm ftz 1.0 cfm ftz ma}c. Water Penetration, perASTM E 547 at 135 Pa 2.86 s No leaka e No leaka e 1 Optional Performance (24 CFR 3280.305(c)) Uniform Load Structural� perASTM E 330 +1815 Pa (+38.0 psf] -2200 Pa -46.0 s No dama e No dama e Z,3 www.archtest,com � � � Test Report No.: A3063,02-109-44 �. Report Date: 10/25/10 Test Record Retention End Date: 08/30/14 Architectural Tes�ing Appendix A Photograph -;�s�-�,,,�:. f -� Photo No. 1 700,Single Hung with Reinforcement www.archtest.com , � 1, [ ;t�i E °C"�C•A,yir� ¢1t��e3��.`:..t,t_:�yt.iL 45.,;.�: .? �,�� . ,:�s;'�- 1:iS:5�.-..•t'i',s r;.; .t° .,l'�ii�;•. : ..._';.'•t> j��'r:.._�. �:5��.. ��• . �zf.��srr A?'O�o3-__-- -.__...._�_ PRODUT SERIES#J: E700 � j::Ci1..��----•--- PRdDUCF DESC: Singte Hwig Tilt Vnyi Window �at�� R�v. Ite�n Purch Raw � , �Req �`y��o. S m. No. Mfg, MtL. Description ❑� CommenEslFormufa �� REPLACEMENT PARTS LiST 33141 Diock�Tackle Z CUT CHART � 22 t 95 �'� SCREEN ASEFMBtY DRAW/NG 8956-1 FRAMEASSEMBLY f Mf . 1235 Frame Head 1 1235b Ti to Ti =WDw+Z,7g 2 Mf . 1235 Frame Siil 9 1235a T'i to Ti =WDw+2,75 3 Mf . 1236 Frame Jamb 2 1236a Ti to Tip=WDh+2,75 4 Mf . 1439 Fxed Interiock 1 1439a WDw-1.156 5 Purch 3039 Screw#6 x 1.OD�Fixed Interlock Ass' 4 instali Fixed fnierlock!o Frame Ass' 6 Purch 2304 Plu Ca 4 Instafl Fixed Inieflock K,E 7 Purch 2403 Balance Biodc 8 Taekle 2 See Charts befow for ro er batanee includes shoe 2404 223'10,22319,22312,or 22313 E 8 Purch 3269 Screw#8 x 3/8 f'PH 2 instail Bafance K,E 9 J 10 Purch 991 t BackBedd(n Ta e Fixed it [2(Glass Width3l8)+2(Glass Figf-3/8)�/12 Glass Assembly(11/16"W/iN7ERCEP7 O 11 Mf . SPACER ANb S.S.GLASS) 1 21300-20 w-�.625 x Dh-3.750)/2/144 32 ' Glass Width Fixed WDw-1.625 Glass Hei ht(Fixed) (WDh-3.750/2 (=.J 13 Purch Giass Settin B(ock for i 1/i 6"I.G. Varies 5ee#33134 for Q- and lacement �,J 14 Purch 2206 Glass Settin Block Side for 11/16"I.G. Va�es See#33134 fo�Q-t a��d lacement 15 Mf . i290 Glazin Bead Fixed Horiz. 2 1210a Glass Width+.437 16 Mf. 1210 Giazin Bead Fixed Vert. 2 i210b Glass Hei ht+.437 C 17 Purch i. 't8 Purch 9367 Fixed Interlock Reinforcement 9 See Cut Chart A 19 Purch 2097 lnstaflation s acer i Locata fn ihe center o!sill 93005 doc.) t3 20 Purch Kee er 1or2 2583 Lodc 2 re 'd on units over 30") 21 Purch 3433 Screw—#6 x 1/2 PPH Driff Point 2or4 3433 1nslall ICee er 1/ENT ASSEMBLY 22 M . i440 Venl Interlock 1 i440c WDw-1.750 Also see dw 23014 23 Purch 707� i'ile Weatherstri w/fin.987w x 2GOh i WDy,r-7.750(Inslaq in interlock beforeweid) 24 Mf . 1234 Vent Stile 2 1234a WDIV2+,500 25 Purdt 7071 Pile Weathefstri w/ftn.187w X,26011 2 WDhI2+.500(Instail in stile before weld) 2� Mfg. 1234 Vent Rail BoUom 1 1234b WDw-i.750 27 Purch 7071 Pile Wealherstri wlfin.187w x.260�i 1 Wlhy-1,750{lnslall in venl bouom before�veld) 28 Purch 9368 Vent lnterlock Reinforcement 1 WDv,�-4.675 nstap interiock before weid) 29 Purch 93�8 Ve�it SGIe Interlock Reinforcement 2 tnstall in vent stiles before weid o t� 30 Re 'd for sf ratin 's 38&lii her L3.f-1 31 Purch Cai»Lodc to2 2502/2603 Lock 2 re 'd on units over 30 1/4") 32 Purch 2904 Screw—�6 x 3/4"PFH Unyl Thread Sharp Point 2ot4 2904 lnstalf Sash loCk J 33 Purch 9�J11 BackBeddin Ta e Vent ft [2(Giass Width-3l8)+2(Glass Hgt-3/e)��2 Gfass Assembly(11/16"W/INTERCEPT D 34 Mf . SPACER AND S.S.GLASS) 1 21300-20 Dw-4,125 x WDh/2-2.250/144 35 Giass Width ent WDw-4,125 3fi Glass Hei ht Vent WDh/2-2.250 F,J 37 Purch Giass Settin Block for 11/16"I.G. Varies See#33134 for Q-i and lacement F,J 38 Purch Gfass Settin Block for i 1/16"I.G. vari�s See#33134 for Q- and lacemeni �,J 39 Purch Glass Setlin Block tot 11l16"l.G. va�k: See#33134 for Q-t and lacement 40 Mf . 9210 Gtazin Bead Vent Horiz). 2 1210a Vent Gtass Width+.437 41 Mf . i210 Glazin Bead ent Vert. 2 1210b Vent Glass Hei ht+.437 E 42 Purch 3Gi 1 Pivot Bar('T'lock st te zi»c 2 lnstall a!sash boitom each end 43 Purch 3385 Saew—#fi x 3J8 PPH 4 lnstall Plvot Bar to Sash Bottom 44 Purch 3569 Tilt Latch Ass' —RH&Lli Re uired 1ea 3569-02 RH&3569-D3 LH C 45 Purch 3207 Screw—#6 x 5!8"PPH 4 lnstali Tilt Latch at To of Sash 21190 Page 1 ot2 — .. . -�-�.�,. _ - - - ��; .,-. _._ .— _.— 5��e U�#s ��r��'ais��= �� = • � � . �, �� : �i,� --�` -�-u. I. ��x`�"�r=1?'I��'�73��3�i��e{��a��6�-?. ��4 S�� i I '��°x 3a" 414 'f4'x 36" �f� ( I 'f�sx 4�4" 4!4 't4"x 4$" 414 I 1 ��"x S4" 414 I I �4"X G4" �t4 — — �E4"x 72" 6!8 SQt-i.�$�7G�Titr 24"x 3tk" 4�4 �'i��.�1 Si�sgle Iict��g��tictctatt�s 24"x 3G" 4f4 2�°x 4�" 4f4 �4"x 4$" 414 �4"X S�#" 4l� �4°x Gf}" 4f� 4��JY f L't f�{U �~X r7¢II S1iV 3$"7(36" �t� 3+D'x��° 6tfi �y��$�� 7�� {t`x S4" Glfi � 3�'x�EI" �1� �'x 72" g/�j 3?'x 30" �1� .,7�ya{J t1 VfV � �� Y V � ��s�� 57�� . 3�"x 54" Gt� 3�"x GU" Gf� �°x 72" 91?� 3f�`x 3fY' Gl� � . ��°x��" �1� �6°�x 44" �f� ��'x 48" G#� �"x�4" G!& 3�'x C��" Gt$ �`x 7�" g/g �3�°X,3t?�� $18 4�`x 3G° 8/$ 4t�"x 44° 8!$ �#�x 48" 8l8 �'"x 54" Sl� d�'x�4" 8!8 44"x 72" 1�J�F 44"�t 0" 81$ 44�x 3&" 8�$ d4°x�{4" €i/S �4°x 4$" $I$ �4°x�4" S/ �4°x 6�l" $f8 44"x 72" 12J7� 4$°'X 3�" $1$ 1t8=x 36" $t$ 48"x 44" 8t8 4�'X 4�" 818 48'x 54" $t$ �tis�r Incizi_�Erie� 48°x 6Q" $J$ 1755�et,.�u�'wad 48sx�2" 12�4 C�os�z�ill�,1N3855� C�ffire�31-�St�-S1I� Fa�r 931•�5�5-5574 9i�?I10 E'?f)J-1 installation Instrucfions for Elixir 700 Series Windows 1. Check that the rough opening is square and 1/2" larger than the window in width and height. 2. Apply a continuous 1/4" bead of silicone around the perimeter of the opening on the exterior sheathing where the window nail fin will contact the wall. 3. Place temporary shims in both bottom corners and the center of the opening. 4. Insert the window into the opening and set the unit on the temporary shims. 5. Place temporary shims on all sides of the window until the unit is square. � 6. Place one nail or fastener in each corner of the nail fin and check window operation. Adjust shims if necessary. 7. When the window operates correctly and all interior site lines look correct, place a fastener in at least every other hole in the nail fin. Fasteners should have large heads, like roofing nails, for better performance. 8. Remove all shims and recheck window site lines and operation. Replace shims and adjust fasteners if necessary. Do not leave shims in the rough opening. 9. Due to vinyl's�expansion and contraction properties, the window frame should not touch the rough opening frame when properly installed. Vinyl windows should "float" in the opening to promote better operation after structure settling or leveling. 10. Cover the nail fin and exterior sheathing with a construction grade flashing tape.