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18-20459
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20459 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20459 Address: 38642 12TH 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-05000-0170 Improv. Cost: 5,940.00 OWNER INFORMATION Date Issued: 11/15/2018 Name: CHILDERS, LORI ANN Total Fees: 105.00 Address: 38642 12TH AVE Amount Paid: 105.00 ZEPHYRHILLS, FL 33542-3750 Date Paid: 11/15/2018 Phone: 813-997-9979 Work Desc: REPLACE 11 WINDOWS S/S CONTRACTORS APPLICATION FEES RYMAN CONSTRUCTION OF FLORIDA IN BUILDING FEE 105.00 ,t . f l '�Y I Ins ections R fired FOOTER 2ND ROUGH PLUMB MISC INSULATION EILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CO TRACTOPJSIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER uuttding Uepartment O 3 c� I U 7g "Date Received Phone Contact for Permitting Owner Phone Number Owner's Name 22 �,(�1 In r . Owner's Address �J v� `°t " 'I IIS r� Owner Phone Number Fee Simple Titleholder Name Owner Phone Number ' Fee Simple Titleholder'Address JOB ADDRESS C I LOT SUBDIVISION Ct� 0� z +��5 PARCEL ID# .-(( D—al - Go�•�' - 0'S OOO ' u.I� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN Q MOVE DEMOLISH INSTALL e REPAIR J PROPOSED USE SFR 0 COMM Q OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL .' Q OTHER DESCRIPTION OF WORK rmovt 0—no last L W�n dow3 BUILDING SIZE . �W$ SQ FOOTAGE L HEIGHT BUILDING $ f i ) O VALUATION OF TOTAL CONSTRUCTION 0 ELECTRICAL $ 'i AMP SERVICE 0 PROGRESS ENERGY W.R.E.C, 0 PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Gam/0-6 - 0 ER l. GAS 0 ROOFING 0 SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS- FLOOD ZONE AREA =YES .._ I_BUILDER__ l m SIGNATURE �fflq� C) ' REGISTERED Y/ N FEE CURRENT Y_,Y N j i lip S I I^ Address �D't �3 �Z S�� Y (k14) C I' 33 S L� ( License# Z5,t Diu ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N Address License# L . 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,Stormwater Plans w/Silt Fence installed; Sanitary Facilities&1'dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL, Attach(3)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,Stormwater 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. Directions: . Fill out application completely. Owner&Contractor sign back of application,notarized if over$2500,a Notice of Commencement is required. (A/C upgrades over$5000) ** 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 Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over.Counter if on public roadways..needs ROW a 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 contractors) 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. 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.violatei 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, thEQob 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. FLORMA JURAT(F.S 11.7.03) �,�•_ �,�"'2 :1.:.'_ r•..cr;_".C. r+.rC,`� r�i:� $".i': t,.,r = t:.t OVIfNER ORtiisiG)rNTII + I G` :mot-^CONTRi4C1 OR'x — ' r Su nOddnd sw to r ad)betor a this Sub b d and swori to( r rme befo me thi t0 Z l�i by Mxlq� w0D� t� � (� by I`ll e- c 0, wog 61 Who-is/are personally known to me o has/have produced Who is/are person no n to me or hag/have produced as identification. as identification. o �Ib ��C✓ Notary Public Notary Public Commissip No. Commissl No. Name bf t 1 pt t� Q pad Name of Notary type, p e _ .st WCPublic State of Florida My Commission GG 224460 y Co L Campbell +�,;, � My Commission GG 224460 of p� Expires 06103/2022 ''toy�o� -Expires 06/03/2022 I.LO/{IUfl City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: PV (� Date Received: 1 3 o— S Site: 366 Z C 2�64Q� Permit Type: elotWeJ &ekce Ay--)/ 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. W"WoOd Kalv'n er Plans Examiner Date Con Actor and/or H&neowner (Required when comments are present) ��- — c - � � � - �j`j boo- 0ii-I (D Permit No. -\..W Perael to No NOTIC49 OF COHMEHCEMtqiT state of CCU*or. 2018183673 THE UND9RSIGNED he op that Improvement willbal Veto cartaln real properly,and In a=dancomM CNW713,Florlda6talulms, Koff, of cc=nce the 111111111,11-9 rVPyM"V"1dM14'd'h=d a Go i. UUMU"n"onwroperV. PatuelldenWeaffdrifte el"an A 1- 001 D-C)CD- 00 01-7f 0 StreelAddrass: 38(pq at , 41 klve • ZI?.t�Iwh4'iL-3 �( S GereM Dest6plian of improvement -j- to(CAU S. ammerl amration o r LT 7 lhdiorm eaconfraotedfor-theimprovement; Name 3BLAI, ILA flv� F1 Address Side interest4sPmpew. C'3 LIJ Name of Fee Simple Tigshc1der 0 Co— Uj (if disLoputfrom OucrHated above) 0 S /I co z '- '0 We 4. Contracto CN r cc)"-)3jr(uc d<OR -<-j K� w 3 CL -4 L& aw U� 3 L 0 Address city Swa- U- .0 L:u U- 0 <a: 0 > S. Surely: I I 10L I!,le 0: AddressNarne City etas <Z 0< �.0 AuxamtdSont Telephone No. LL LLJ :D U- e. Lender. WX L L < Name LU LL 0 0 0 z 0 Address city U-,2 0 D� b 0 0 Lerideea Telephone No., LU (01< I w 7. etas of Florida de d the owner upon whom noticee or ciher documents may be served as provided by LL Z Flodda z =no > 0 -Name Address state Telephone Number ofDa4inated Person: 17� . =dva a-- readve a copy ofibeLlanai's RoUce as provided In SeoftT`13.18(1)(b).Plaride Statutes, CD Telephone Number of Parson or P.ntlt<y Designated by Owner, �� '-"..".� � � Expiration data of Notice of comMencaftgnt(to expiration date May not be Wicre the ccmptgfnof aonsjtuoiYc d f i to the contzaalar.WWII be one yearfrorn to date of racar*M urL-a a different date is poadleft WARNING TOOMER, ANY PAYMENTS MADE SyMiS OWNER? EiFwxioN ornir,Ntica oWcoDAmcavisiT RESULT RE 01181DERED %!4001�R PAYMEN181UND I UTEI�t&CAN RE M is, PART i emonoNyms FLOMDA Lffc.. _SLp YOUR PA 5'rimas fo upRoy ER 0 SPTTOVIUR PROPW A,N=&OF MMW Be LT W G )R M RECORDED AND GRAN TM 08 SITE!SEFORE;WIRCIT INIV.011OR IFYOUNTEN13TO NMOIRG CONSULT I a 3WO 1, F MMYOURUENDERORANATTO Paco RK KCORDINGYOURNOWO NHOURE Underg Vcff,,, W eclara that I have readihe foregoing notice of comma e1AandZ1hc;W51dadibareTn almaltua to the bed o�Ymy ledg",I gj f STATE OF FLOPdOA COUNTY OF PASCO sigNEWof—owriercr- e;-c—rrOwnea crLesude Authorized Lu-qL r C011 (Un The foregoing Instrument was soMmAedged botbra muffa-91O& 24bby hwN I ,UL K of authority, corer,trastse,aflorhayin face for ofpsr(ycnj1XhsHc apinstruquit executed). 6- Rorsonally-Kwm 13 2a Produced idn"n t6 NotarySlqnslure. L Type of Iderdiffestlon Produced.-- L Name"ir* Rept:2002157 Ree: 10.00 V A�SIf' ANGELA HA' ID D$,- 11.1111 IT: 0.00 Notary Public-1 ate CaMMI I f Florida 10/30/2018 K. D. K. , Dpty Clerk • ss on#FF 912551 MY COMM.Expires Aug 24,2019 -- -70 Bonded through National Notary Assn. PAULA S,OFE—ILph.D- M p; 6-C jSECER-K�Comp�TROLLEI' 10/30/2018 11:41am 1 of I OR SK 9810 PG 1981 Data Received I 321 IT phone Contact for Permitting Owner's Name Lorii.QQVTo IN i I&I5 I_ " Owner Phone Number Owner's Address �JV�P `a (� Ave' Kuk�(ki��S �� Owner Phone Number Fee Simple Titleholder Name Owner Phone Number ' :Fee Simple Titleholder'Address' JOB ADDRESS 3�(��la VgVZ h r1/iil�S l I 33Sy2� LOT# i- ao SUBDIVISION 1(7 0� Z14 PARCEL ID# --u-3(val -6o(A 6•S t oo - Di 7 O (OBTAINED FROM PROPERTY,TAX NOTICE) WORK PROPOSED- NEW CONSTR e ADD/ALT SIGN = MOVE DEMOLISH ' INSTALL REPAIR PROPOSED USE SFR Q COMM - _ -OTHER TYPE OF CONSTRUCTION BLOCK . = FRAME = STEEL = OTHER DESCRIPTION OF WORK' ��4YlOVe."ono1 '(f— LQ� I t�1,ndOwS . BUILDING SIZE �W S r SQ FOOTAGE HEIGHT BUILDING $ r I u O/, VALUATION OF TOTAL CONSTRUCTION t V 5 = ELECTRICAL. $ AMP SERVICE = PROGRESS ENERGY = PLUMBING $ = MECHANICAL . $ VALUATION OF MECHANICAL INSTALLATION 0Wd = a tali = ROOFING = SPECIALTY = OTHER z FINISHED FLOOR ELEVATIONS' FLOOD ZONE AREA =YES =NO: r -BUILDER_. ,." COMPANY R JCV) Ca13-6r,+I(;nSViC, �;Qa N �� '- - - ---- - SIGNATURE rr rr__ REGISTERED Y/ N FEE CURRENT Y N S/'Z-77 Address �0t�3 S� S�� (y\,415 �I. 335�4 License# J cJ ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURRENT Y/N Address License# -� PLUMBER COMPANY SIGNATURE REGISTEREDI YIN FEE CURRENT I Y/N Address License# MECHANICAL COMPANY ' SIGNATURE REGISTERED' Y/ N FEE CURRENT Y/N Address License# OTHER COMPANY SIGNATURE _ REGISTERED Y/ N FEE CURRENT Address License# L 1 RESIDENTIAL Attach(2)Plat Plans;(2)sets'af Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, ' Minimum ten(10).working days after submittal date. Required onslte,Construction Plans,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1'dumpster,Site Work Permit for subdivisionsAarge projects COMMERCIAL, Attach(3)sets of Building Plans;(1)set of Energy Farms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onslte,Construction Plans,"Stornwater 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. Directions: Fill out application completely. ; Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$5000) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same 'OVER THE COUNTER PERMITTING' (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if an public roadways:.heeds ROW Doge Na of Pages Contrart/v o ERICAN EKRRIES �SQ credit car p oc g 5%fee for� d r 'essiri . 36413 SR 54-Zephyrhills,FL 33541 Office:813-782-0825-Fax:813.-788-6773 Q Q 61 Proposal# fNC. License#.CGC.1517771 SUBMITTED TO PHONE DATE Lori Childers 813-997-9979. 8/9/18 STREET J08 NAME 38642 12th Ave CITY,STATE and ZIP CODE JOB LOCATION ZephyrhiI s, F1. 33542 SALESMAN DATE OF PLANS JOB PHONE Ed We hereby submit specifications and estimates for: Provide and install 11 Custom Window System Aria series vinyl windows into 11 openings 9 single hung and 2 horizontal sliders All white vinyl with Loe366 glass and argon filled No grills Windows warranty provided by Custom Window System limited lifetime Workmanship warranty is 5 years ................-...................W..................._....... .._.._........_......._.._....._._..... - _...._...___........._.._._..._..... __._......._ ...._..............,......................._........................................._...................._............................. ..............__....._. Permit and scheduling of inspections included ME Prt3V089 hereby to furnish material and labor—complete in accordance with above specifications,for the sum of: dollars($ rJ,94o.0o j Payment to be made as follows: $2000 cash deposit received 8/10/18 balance due ($3,940) upon passing final inspection All unpaid balances subject to 1.5%monthly Interest fee. All material is guaranteed to be as spocifiad.All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifications Authorized involving extra costs will,be executed only upon written orders,and will become an extra signature charge over and above the estimate.All agreements contingent upon strikes,accidents Note:This proposal ma be or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. withdrawn b us It is propo Cod within days. Our workers are fully covered by Workmarfs Compensation Insurance. Y p Y 01LCeptancle 0t Vrio Ml—The above prices,specifications RCI 8/10/18 and conditlons are satisfactory and are hereby accepted. You are authorized Signatur Date to do the work as specified. Payment will be made as outlined above. 8/10/18 Owner, .,g Date 8/10/18 Date of Acceptance: Signatu Quotation - BUILDING PRODucrS Quote#: 1741186/1 PO BOX 9489,RICHMOND,VA 23228 Pli:804 266-8893 Fax:813 248-6875 LANSING BLDG-PROD TAMPA itt o C, Job Naine:Ryman/Lori Childers Version I Item No.7 Qty: 1 Price$169.17 Total$169.17 Model:610-SH Color: WHITE Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE FRAME,18 x16 Screen Dimensions r . LOW E 366,Insulated,FLANGE ROLL FORMED Half Screen TIP:37 x 50 3/4 I 3 g!p ACTUAL:35 314 x 49 112 SCREEN SCREEN:18 X 16 AAMA Std,Gold Labeling FPA#17234.1,WHITE DOES NOT MEET EGRESS, 77 r--ta "'.-!c`' - u„it {-•„ iii?l xki!€i(i%, t5,:' "L:,; ,[.d.i., rj�?e.(, i'..i. a: Item No.8 Qty:1 Price$169.17 Total$169.17 ii Model:610-SH Color: WHITE i Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE Dimensions !k FRAME,18 x16 Screen LOW E 366,Insulated,FLANGE ROLL FORMED Half Screen TIP:37 x 50 3 [ ACTUAL:35 3/1 4 x 49112 SCREEN SCREEN:18 X 16 AAMA Std.Gold Labeling _ Plum",i� FPA#17234.1,WHITE �. 3� DOES NOT MEET EGRESS, , U x g`�A Item No.9 Qty:1 Price$169.17 Total$169.17 t Model:610-SH Color: WHITE Desc:610 Aria Series Single Hung DP:+50i-50,[FLANGE],[AUTO-LOCK],WHITE Dimensions - FRAME,18 x16 Screen LOW E 366,Insulated,FLANGE - I ROLL FORMED Half Screen TIP:37 x 5o 3/4 ACTUAL:35 314 x 491/2 SCREEN SCREEN:18 X 16 AAMA Std.Gold Labeling FPA#17234.1,WHITE DOES NOT MEET EGRESS, Uwa 'rc vi .r !•: F'; e.t. `Y%. `-.1t. - - - .lr:= �:b. - c... ...,,.k� 10/1/18 10:53:49AM Page 3 of 4 Quotation BUILDINC P[tc t S Quote#: 1741186/1 PO BOX 9489, RICHMOND,VA 23228 Ph:804 266-8893 Fax:813 248-6875 LANSING BLDG PROD TAMPA , Job Name:Ryman/Lori Childers Version 1 Item No.10 City:1 Price$169.17 Total$169.17 4, Model:610-SH Color: WHITE Desc:610 Aria Series Single Hung DP:+501-50,[FLANGE],[AUTO-LOCK],WHITE FRAME,18 x16 Screen Dimensions T LOW E 366,Insulated,FLANGE ROLL FORMED Half Screen TIP:37 x 50 3/4 � B1 A ACTUAL:35 3/4 x 491/2 SCREEN SCREEN:18 X 16 AAMA Std.Gold Labeling FPA#17234.1,WHITE DOES NOT MEET EGRESS, hr • � 71 lq�.ti�xi'..!l,`'`',le.�.�l;l.;i�^-^... .-.�:..�4..E:._ft�•G', ._ _.•.]�!1c�i1i:�: t,�lf�ll_n_.yL,,,•��i...._-J-ti..�. _ - _ _ - - _ Item No.11 Qty:1 Price$169.17 Total$169.17 Model:610-SH Color: WHITE Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE W I I -B-A FRAME,18 x16 Screen Dimensions LOW E 366,Insulated,FLANGE = ROLL FORMED Half Screen TIP:37x503/4 ACTUAL:35 3/4 x 491/2 SCREEN SCREEN:18 X 16 AAMA Std.Gold Labeling FPA#17234.1,WHITE rp�� �..,� DOES NOT MEET EGRESS, ''If .lY .'�,r Ktf t f t t i. .•b'( ._1.... :L'Ci'=`1�� L' :�I .�" ' Subtotal: 2,099.71 Surcharge: 16.95 Tax: 146.98 Total: 2,263.64 10/1/18 10:53:49AM Page 4 of 4 - t— BUILDING PR©Di.M, {lllt3te#: 17411$611 PO BOX 9489, RICHMOND,VA 23228 PIi:804 266-8893 Fax:813 248-6875 LAMING iMI Job Name:Ryman/Lori Childers Version 1 Item No.10 Qty:1 Price$169.17 Total$169.17 r- c. Model:610-SH Color: WHITE L: ; Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE - "ti-A FRAME,18 x16 Screen Dimensions LOW E 366,Insulated,FLANGE ROLL FORMED Half Screen TIP:37x50314 t: 4 A SCREEN ACTUAL:35 314 x 491/2 SCREEN:18 X 16 AAMA Sid.Gold Labeling FPA#17234.1,WHITE IFO DOES NOT MEET EGRESS, - � J ti l.. r{i _ ,:�.: ."'+', ',K .d}'..I, w},�� - '.u.4,'•°::v '4A Y 4:..JxH',_, .... s..k..•..ei..__ ',.. ,.�.- - '....— `---.•,1.w:,C. ...__,;::. .:S`:_{.. p 'F,ifi Item No.11 Qty:1 Price$169.17 Total$169.17 Model:610-SH Color: WHITE r_ Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE FRAME,18 x16 Screen Dimensions - LOW E 366,Insulated,FLANGE f ROLL FORMED Half Screen TIP:37 x 50 3/4 SCREEN ACTUAL:35 314 x 49112 SCREEN:18 X 16 AAMA Sid.Gold Labeling ��' •� h FPA#17234.1,WHITE �;� DOES NOT MEET EGRESS, t� '•'�'- "P"- is Subtotal: 2,099.71 Surcharge: 16.95 Tax: 146.98 Total: 2,263.64 10/1/18 10:53:49AM Page 4 of 4 .gage No. of Pages ERICAN `�� t•r �i�=i visa r EXPRES7. 4z.v `.' " i• '• 5%fee for credit card processing, 36413 SR 54-Zephyrhills,FL 33541 Office:813-782-0825-Fax: 813-788-65773 Q O ). Proposal # INC. License#.CGC 1517771 SUBMITTEO TO PHONE DATE Lori Childers 813-997-9979. 8/9/18 STREET I JOB NAME 38642 12th Ave CITY,STATE and ZIP CODE JOB LOCATION Zephyrhills, F1. 33542 SALESMAN DATE OF PLANS JOB PHONE Ed We hereby submit specifications and estimates for: Provide and install 11 Custom Window System Aria series vinyl windows into 11 openings 9 single hung and 2 horizontal sliders All white vinyl with Loe366 glass and argon filled _......... ........................__._................................_.,.._..................__............. ____._____..._._._.._------....._..._.._..... .._.__.._._—...__... ._..._____._.__.................... _ No grills _____._.._.__..______._____..._...___...._.__. ._..._....._...._.--.......__....._...__._._............._._........._.........._._.-_...._.___._..._.......... ...___.._._._.__........._____._._._ Windows warranty provided by Custom Window System limited lifetime _................_.____._..._.__._.._.._..._._....................___._...__ _._..._.__._.______.___.___ _.. ______----.._......___.._.__.._.__................___....._......................._._............_....................__._..............._.......__.__..._.................. Workmanship warranty is 5 years ........______.....__.._..__.._......_.------.___._._......,...........__._.....___.._.____-__...__.___._...._._.........._.__...._...._........................_...._....,...._...........-............._......-----------..........__._......._.__................_.....I...... ._. Permit and scheduling of inspections included Hit Pr0}I069 hereby to furnish material and labor—complete In accordance with above specifications,for the sum of: 1 Payment to be made as follows: dollars($ rJ,940.00 $2000 cash deposit received 8/10/18 balance due ($3,940) upon passing final inspection All unpaid balances subject to 1.5%monthly interest fee. All material Is guaranteed to be as specified.All work to be completed In a workmanlike Authorized L nner according to standard practices.Any alteration or deviation from above specifications Si nature lving extra costs will be executed only upon written orders,and will become an extra grge over and above the esiirilate.All agreements contingent upon strikes,accidentsNote:Thls ro osal mayy be elays beyond our control.Owner to carry tlre,tornado and other necessary Insurance. withdrawn b us It noPaCe ted wlthln workers are fully coveted by Workman's,,+Compensation Insurance. Y P days, Lc!nditionsof prIDPU111—The above prices,specifications RCI 8110/18 e satisfactory and are hereby accepted. You areauthorized Signatur Date s specified. Payment will be made as outlined above. Owner' 8/10118 e: $/10/1 Signatu Date Quotation ansh 3„BUILDING PRODUC.Ts Quote#: 1741186/1 PO BOX 9489,RICHMOND,VA 23228 Ph:804 266-8893 Fan:813 248-6875 PROD TAMPA `f L - f. Job Name:Ryman/Lori Childers Version 1 Item No.1 Qty:1 Price$273.66 Total$273.66 Model:620-XX Color: WHITE - Desc:620 Series New Construction Horizontal Slider-XX DP:+50/-50,[FLANGE], [AUTO-LOCK],WHITE FRAME,20 X 20 Screen(Dense Mesh) Dimensions , LOW E 366,Insulated,FLANGE nP:74x5o3/a rxun [s•r� ROLL FORMED Full Screen ,! SCREEN ACTUAL:72 3/4 x 491/2 SCREEN:20X20 AAMA Std.Gold Labeling FPA#17355.3,WHITE Cir.Opng.MEETS EGRESS, 1 ]rti1.li :•k.i11 - t�',5,?,FI,1z/[Yc;::� r. ,�!..rCf.Li£�'_,1.,5 ,i:�N,.[€?lr-,-u .,1.E r�:�efn h,.>�.. .r`rFK3iil(K���t•:� •i. Item No.2 Qty: 1 Price$169.17 Total$169.17 Model:610-SH Color: WHITE r Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE - -A FRAME,18 x16 Screen Dimensions LOW E 366,Insulated,FLANGE = r ROLL FORMED Half Screen TIP:37 x 50 3/4 1 f BLA SCREEN ACTUAL:35314x49112 SCREEN:18 X 16 AAMA Std.Gold Labeling ; FPA#17234.1,WHITE �;� DOES NOT MEET EGRESS, [� , -is =<f F: '�:•"i' ^C'Y/"`3 y:iF'b.- ',TE..: _ - �.i:'€'. Item No.3 Qty:1 Price$273.66 Total$273.66 Model:620-XX Color: WHITE Desc:620 Series New Construction Horizontal Slider-XX DP+50/-50,[FLANGE], [AUTO-LOCK],WHITE FRAME,20 X 20 Screen(Dense Mesh) Dimensions r .. LOW E 366,Insulated,FLANGE ROLL FORMED Full Screen TIP:74x50314 rR-A [A-A SCREEN ACTUAL:72 3/4 x 49 1/2 - SCREEN:20X20 AAMA Std.Gold Labeling 14 FPA#17355.3,WHITE Clr.Opng.MEETS EGRESS, �� n 7,.. , _ :... _„ ., s-+:.;,;,,e',• ,fax;•-ie^w. r�s_:. , ef.,,,.,4., :i7(=fiU;eri:i`i; ALL WORKDBo� � ® REvAf.NG CODES FLORIDA BUILDING 0E, 11 $ 2018 NATIONAL.ELECTRIC CODE, 01-ty oI;ZEPHY ANT)THE CITY OF ZEPHYRH'LLS FLANS EXAMINE NaV ORDINANCES 10/1118 10:53:49AM Page 1 of 4 Quotation BUILDING PRODUCTS Quote#: 1741186/1 PO BOX 9489,RICHMOND,VA 23228 Ph:804 266-8893 Fax:813 248-6875 LANSINGC i " ! i ' oy`I'Ts Jed# y"ai'7kra'4 Job Name:Ryman/Lori Childers Version 1 Item No.4 Qty:1 Price$149.27 Total$149.27 Model-610-SH Color: WHITE I8- a; r Desc:610 Aria Series Single Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE FRAME, 18 x16 Screen Dimensions t LOW E 366,Insulated,FLANGE s jA ROLL FORMED Half Screen TIP:37 x 38 1/4 SCREEN ACTUAL:35 3/4 x 37 SCREEN:18 X 16 AAMA Std.Gold Labeling FPA#17234.1,WHITE DOES NOT MEET EGRESS, �� Item No.5 Qty: 1 Price$149.27 Total$149.27 Model:610-SH Color: WHITE IS-A Desc:610 Aria Series Single Hung DP:+50/-50,'[FLANGE],[AUTO-LOCK],WHITE a _ FRAME,18 x16 Screen Dimensions J _ LOW E 366,insulated,FLANGE zt ROLL FORMED Half Screen TIP:37x38114 h SCREEN ACTUAL:35 314 x 37 `� SCREEN:18 X 16 AAMA Std.Gold Labeling y FPA#17234.1,WHITE Vie. #,: :;•• 3 ,:ir�r.•#r DOES NOT MEET EGRESS, Lit ' ��.. :...�.,li Item No.6 Qty: 1 Price$238.83 Total$238.83 c Model:610-SH Color: WHITE Desc:610 Aria Series Single Hung DP:+50/-54,[FLANGE],[AUTO-LOCK],WHITE _ FRAME, 18 x16 Screen Dimensions LOW E 366/OBSCURE,Insulated,FLANGE ROLL FORMED Half Screen TIP:36 3/4 x 381/4 SCREEN ACTUAL: X x 37 I AAMA Std.Gold LabelingSCREEN: 8 X 16 I FPA#17234.1,WHITE Tempered �] .< �m`:`"-':r • xi,,: ;;,t DOES NOT MEET EGRESS _j dF#�= `: ^ii•< Sf�Tit>; t`i'>'t: - 'y - t. - -;:r.:N' - `- - - - (""n)..51)i3:.:a. 10/1118 10:53:49AM Page 2 of 4 10/26/2018 Florida Building Code Online. G V li ♦ II 0 1F U6 U_ BCIS Home Login I User Registration I Hot Topics Submit Surcharge $tats*-Facts I Publications ( Contact Us I BCIS Site Map I Links I Search I Florida : 2a Product Approval USER:Public User i t�,:sc-�ieL{r•:a Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17355-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 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method 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/A440-08 2008 ASTM E1300-04 2004 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity yes %No !N/A ... .. - .. .... I .., .----- _ .^+r�ni�..sr,_-n..n�..snttarn va/n1.tr+..0"rr�ci.t...hndil,{i t.0 O:.Stint-tnrY0t4af_9hunol_QriO/4r) 114 10/26/2018 Florida Building Code Online 1`1_17355 R3 COC 6thEdFBC-FL17355.pd Product Approval Method Method I Option A Date Submitted 09/...14/2017 Date Validated 09/14/2017 Date Pending FBC Approval Date Approved 09/15/2017 Summary of Products Fl.# Model,Number or Name Description 17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO,Non-impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17355 R3 C CAC CAR 138-1315.p!ff Approved for use outside HVHZ:Yes FL17355 R3 C CAC CAR 138-1316.pjff Impact Resistant: No FL17355 R3 C CAC CAR 138-1334.pd Design Pressure: N/A Quality Assurance Contract Expiration Date Other:Max.sizes: 74"x 63"and 74"x 72".See installation 10/16/2018 details for DPs.Glass complies with ASTM E1300-04. Installation Instructions FL17355 R3 II CWS-1031A HS-620,XO).p f Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17355 R3 AE EvalReo CWS-1031A(HS-620,XO}pd Created by Independent Third Party;Yes 17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider,XOX,Non-impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17355 R3 C CAC CAR 138-1341.pd Approved for use outside HVHZ:Yes FL17355 R3 C CAC CAR 138-1342.pAf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2019 Other:Max.size 111"x 63". XOX 1/3-1/3-1/3 and 1/4-1/2- Installation Instructions 1/4, See installation details for DPs. Glass complies with ASTM FL17355 R3 II CWS-1067 HS-620,_XOX).p f E1300-04, Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party;Yes Evaluation Reports FL17355 R3 AE EvalRep CWS-1067 HS-620,XOX).pdf Created by Independent Third Party:Yes 17355.3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX,Non-Impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17355 R3 C CAC CAR 138-1328.pd Approved for use outside HVHZ:Yes FL17355 R3 C CAC CAR 138-1329.pdf Impact Resistant: No FL17355 R3 C CAC CAR 138-1332,p�df Design Pressure: N/A FL17355 R3 C CAC CAR 138-1333.pdf Other:Max,sizes: 74"x 63"and 74"x 72".See installation Quality Assurance Contract Expiration Date detail for DPs. Glass complies to ASTM E1300-04, 12/10/2018 Installation Instructions FL17355 R3 II CWS-1059(HS-620,_XX)jLd Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17355 R3 AE Evallkep.CWS-1059(HS-620,X ).p f 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.Copyrl ht 2007-2013 State of Florida.::Prfvacy Statement::Accessibility statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department With an email address if they have one.The ennalls 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: ...... Ail s.„„,?.�.—=%Ar-,P%/Yo,Afnncp,iM%Aiit\lWnrYe/^?htCYSTr)FNwhGlKdUdLPi4KcHarX911%2bua`/`3d`/`3d 2/3 10/26/2018 , Florida Building Code Online Credit Card • Safe: se MrivmEmics- h�l....•II.....,... 1-1— .,.... ./1I /Yr)... im 13iAWnWnrYO110l)htln0/'Arial'grl q/4 GENERAL NOTES: HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED wIN�oWSrSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC 751l4"FLANGE WIDTH 3.CONFIGURATIONS:'XX". 74"MAX.UNIT WIDTH _ 620 PVC 4.DESIGN NEGAT-NEGATIVE DESIGN LOADS BASED ON,TEATING(SEE SHEET STED PRESSURE AND HORIZ.SLIDER MAX.SASH WIDTH 1 11 GLASS TABLES ASTM E-1300.04. ITN-IMPACT 321/16' -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. ud 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 731/4' IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR p FLANGE B DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR HEIGHT 6 WOOD ANCHOR CALCULATIONS. } O m 6 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z UNIT C C' p SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. O HEIGHT 6 y X X 7.ALL FRAMES AND VENTS FULLY WELDED. > z MAX.6 8.SERIES/MODEL DESIGNATION HS-620. � � SASH o HEIGHT 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: it ILASS" X-OPERABLE SASH W 751/4'FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR p 74"MAX.UNIT WIDTH LOCATION.L I I = I I I I Z 6 [F36' 11.EXTERNAL WEEP SLOT=5/16"x 2-118"LOCATED 4-1/2"FROM tiir,ani}ttt SAS GLASS 321116"HDLO WIDTH A BOTH ENDS. _ ,,,'GPy�yNOE rysF G��,'' v: No 58201 '�?f 641W --� Lucas A.Turner FLANGE 2015-04-27 ^�� STATE OF HEIGHT 63" 21:05-04:00 cc'=:...... a o P.•�=.'' HEIGHT B B '•,��S� MAX X X MAX SASH I 4/27/2015 HEIGHT SS 11i6• LUCAS A.TURNER,P.E. GLASS FL PE#5B201 DLO I 1239 JABARA AVE. I� "3pp NORTH PORT,FL 34288 PH.941-380-1574 A SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS DESIGN PRESSURE RATING IMPACT RATING EMK 04/22/15 DP CHARTS&GLAZING DETAIL........2 SIZE REINF. DWG N: REV.: SECTION VIEWS..................................3 74"x 63" NO SEE COMPARATIVE ANALYSIS CWS-1059 EXTRUSIONS&B.O.M.........................4 NONE ANCHOR SCHEDULE&NOTES..........5 74"x 72" YES CHARTS SHEET 2 SDA�1:25 SHEET 6 INSTALLATION DETAIL......................6 , FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES A,B,C,OR D Unit Unit Height ® ' Width 35 1/2 391/2 43 1/2 471/2 51 1/2 55 1/2 59 1/2 63 WINDOW SYSTEMS 391/2 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 1900 SW 44TH AVE. OCALA431/2 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-72.6 WWW. WS.CCFLORIDA 34474 7/8°OVERALL _ 7/8'OVERALL WWW.CWS.CC 471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.2 +50/-66.5 51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74 +50/-67.5 +50/-62.1 1/8"ANNEALED 1/8"TEMPERED 55 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71.3 +50/-65 +50/-60.4 9/16"AIRSPACE 9/16"AIRSPACE 620 PVC 59 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +50/-68.1 +50/-62 +50/-57.5 118 ANNEALED 1/8'TEMPERED HORIZ.SLIDER 631/2 +50/-67.9 +50/-67.9 +50/-67.9 +50/-67.9 +50/-67.9 +501-65.4 +50/-59.4 +50/-55 671/2 +50/-60.1 +50/-60.1 +50/-60.1 +50/-60.1 +50/-60.1 +501-60.1 +50/-57.2 +50/-52.9 SIKAFLEX 552 OR SIKAFLEX 552 OR NON-IMPACT 71 1/2 +50/-53.6 +50/-53.6 +50/-53.6 +50/-53.6 +50/-53.6 +50/-53.6 +50/-53.6 +50/_51 36 PURFECT GLAZE•H- 36 PURFECT GLAZE'H' 74 +50/-50.1 +50l-50 +50/-50 +50/-50 +50/-50 +50/-50 +501-50 1 +50/-50 5/8°GLASS BITE 5/8°GLASS BITE 111 FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"XIX"WITH GLASS TYPES A,B,C,OR D o Unit Unit Height I ILI Width 35 1/2 391/2 43 1/2 471/2 51 1/2 55 112 59 1/2 63 m 391/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.6 to Z 43 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.1 +50/-65.4 O 471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71.5 +50/-65.5 +50/-61 N 51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.5 +50/-67.5 +50/-61.7 +50/-57.4 Z W 55 1/2 +50/-75 +501-75 +50/-75 +50/-75 +50/-71 +50/-64.1 +50/-58.5 +50/-54.4 O CC E- 59 1/2 +501-69.6 +501-69.6 +50/-69.6 +50/-69.6 +501-68 +50/-61.3 +50/-55.8 +501-51.8 631/2 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-58.9 +50/-53.5 +49.5/-49.5 cc GLASS TYPE A GLASS TYPE B v 671/2 +50/-54.1 +50!-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/�1.5 +47.6/-47.6 w 71 1/2 +48.2/-48.2 +48.2/-48.2 +48.2!-48.2 +48.2/-48.2 +48.2!-48.2 +46.2/-48.2 +48.2/-4E 2 +45.9/-45.9 74 +45.1/-45.1 +45/-45 +45/-45 1 +45!-45 +45!-45 1 +45/-45 1 +45/-45 +45/-45 7/8'OVERALL 7/8'OVERALL O 3116'ANNEALED 3/16'TEMPERED Z FLANGE WINDOW WITH 2O11 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR D �jLiiltjijjjj F7/16'AIRSPACE 7/16'AIRSPACE `,0 , 1:)REW TL�� _Unit Unit Height 3/16'ANNEALED 3116"TEMPERED :�+'5cjel •�OENg'• Width 351/2 391/2 43112 471/2 51 1/2 551/2 59112 631/2 671/2 72 SIKAFLEX 552 OR SIKAFLEX 552 OR 36 36 '�v; 391/2 +SD/-75 +50/-75 +50/-75 +50!-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.6 PURFECT GLAZE'H' PURFECTGLAZE'H°. No 58201 S-P�*; 43 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.3 +50/-67.0 471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.7 +50/-67.4 +50/-624 �•p '¢ 5/8"GLASS BITE 5/8"GLASS BITE STATE OF :4/+ 51 1/2 +50/-75 +50/-75 +50/-75 +50!-75 +50/-75 +50/-75 +50/-74.2 +50!-68.3 +50/-63.3 +50/-56.5 i O•. k++ 55 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50!-75 +50/-70.4 +50/-64.7 +50/-59.9 +50/-55.2 i�CC�[O R 10. 59 112 +50/-69.6 +50/-69.6 +50/-69.6 +5D/-69.6 +501-69.6 +50/-69.6 +50/-67.1 +501.61.6 +50/-56.9 +50/-52.4 ���,fiS 01W-0"" 631/2 +50/-61.1 +50/-61.1 +50/-61.1 j +50/-61.1 1+50/-61.1 +50/-61.1 +50/-61.1 +50/-58.9 +50/-54.3 +50/-50.0 671/2 +50/-54.1 +50/-54.1 +50/-54.1 +50/2!-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +50/-54.1 +501-52.1 +47.91-47.9 71 1/2 +48.2/-48.2+48.2/-48.2+48.2/-48.2+48. -48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2 +46/-46.0 4/27/2015 74 +45.1/-45.1 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 +451-45 +45/-45 +45/-45 LUCAS A.TURNER,P.E. 01 FIN WINDOW WITH 2O11 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR D # A AVE.1239 JABAR A Unit Unit Height NORTH PORT,FL 34288 Width 35 7/2 391/2 43 1/2 471l2 51 1/2 55 1/2 59112 631/2 671/2 72 GLASS TYPE C GLASS TYPE D PH.941-380-1574 SHEET DESGRIPTION: 391/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.8 +50/-69.6 +50/-64.5 DESIGN PRESSURE 43 112 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-74.9 +51)/-69.2 +50/-64.3 +501-59.6 CHARTS AND GLAZING 471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50!-70.0 +50/-64.6 +501-59.9 +50/-55.4 DETAILS 51 1/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-72.1 +50/-66.0 +50/-60.7 +50/-56.3 +50/-52.0 DRAWN BY: DATE: 55 1/2 +50/-71.1 +50/-71.1 +50/-71.1 +50/-71.1 +50/-71.1 +50/-68.5 +50/-62.5 +50/-57.5 +50/-53.2 +49.1/-49.1 EMK 04/22/15 59 1/2 +50/-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +50/-59.6 +50/-54.7 +50/-50.6 +46.6/-46.6 DWG n: REV.: 63112 +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-54.3 +50/-52.4 +48.3/-48.3+44.4/-44.4 CW S-1059 671/2 +48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+48.1/-48.1+46.3/-46.3+42.6/-42.6 NOTE: SCALE: 71 1/2 +42.8/ 42.8+42.6/ 42.8+42.8/-428+42.8/-42.8+42.8/ 42.8+42.8/ 42.8+42.8/ 42.8+42.8/ 42.8+42.8/-42.8+40.9/ 40.9 SHEET 74 +40.1/-40.1 +40/-40 +40/-40 +40/-40 +40/ 40 +40/-40 +40/-40 1 +40/-40 1 +40/-40 1 +40/-40 IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 2 OF 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE, 2 13 OCALA,FLORIDA 34474 www.CwS.CC TT 7 T 620 PVC HORIZ.SLIDER NON-IMPACT 11 � -i- F] 111 cl) s. 0 3 U) 4 9 19 31 6 >Lij 0 33 D SECTION VIEW B-13 p EE 0 3 38 3 RE NO, 3 4 %P. STATE Or Ito "0. 36 R N 2 Flrl�*MM SECTION VIEW C-C f27/2015 MTG RAIL REINFORCEMENT(2011)REQUIRED LUCAS A.TURNER,P.E. �❑ �❑ ON UNIT HEIGHTS ABOVE 63" FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 u SHEET DESCRIPTION: a SECTION VIEWS SECTION VIEW A-A DRAWN BY: DATE: ALTERNATE FIN FRAME EMK 04/22/15 DWG 0: REV.: ITEMS NOT SHOWN FOR CLARITY: cwS_l 059 - 7-8,10,12,15-16&21 SCALE. SHEET 1:2 30F6 ®n� WINDOW SYSTEMS 1900 SW 44TH AVE. 8"MAX O.C.(TYP.) OCALA,FLORIDA 34474 ANCHOR H IGHTS N WWW.CWS.CC FOR UNIT HEIGHTS OVER 63'(TYP.) --{ �3"(TYP.) a'MAX.(TYP.) � ' 6'MAX.(TYP.) I 6"GYP) SEE NOTE 2 4'MAX.(TYP.) -"1 3"THRU FRAME ANCHOR(TYP.) 6'MAX.(TYP.) 620 PVC SEE NOTE 2 HORIZ.SLIDER INSTALLATION ANCHOR(TYP.) NON-IMPACT 16 1/4" INSTALLATION MAX.O.C. ANCHOR(TYP.) (TYP-) MAX.M O.C. di (TYP.) I— X X X X co Z O Z w O DC U U.. W ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 0 NOTE THRU FRAME ANCHORS @ MTG RAIL Z �titatnnrti� 0 :gOREW T i��� G . v: No 58201 NOTES: STATE OF Cluj 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD, 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/27/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#582011239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE OPTIONAL. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: B.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. EMK 04/22/15 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. o G#: R .: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-1059 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 5OF6 SEETAEMBEDMENT SUBSTRATE (('� • SEE TABLE 1 BY OTHERS TYPICAL HEAD ANCHORAGE SEE TABLE 1 WINDOW SYSTEMS 1/4"MAX.SHIM MIN.EDGE DIST. SUBSTRATE MIN.EDGE DIST. 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474///A - 1!4'MAX.SHIM WWW.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 �� SEE TABLE 1 MIN.EMBEDMENT INSTALLATION ANCHOR o 620 PVC PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 BYINSTALLER HORIZ.SLIDER INSIDE AND OUT p MIN.EMBEDMENT SEALANTBEHIND O eo SEE TABLE NON-IMPACT FLANGE BY INSTALLER 114'MAX.SHIM o0 a Qee PERIMETER SEALANT BYINSTALLER IT PERIMETER SEALANT Qeoo BY INSTALLER INSIDE AND OUT TINSIDE AND OUT INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 m FLANGE BY INSTALLER SEALANT BEHIND r!) FIN BY INSTALLER INSTALLATION ANCHOR ZO SEE TABLE 1 B HORIZONTAL SECTION C HORIZONTAL SECTION rn 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z LU O Et NOTE:ADDITIONAL THRU-FRAME ANCHORS d (AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL, SEE SHEET 5 ANCHOR LAYOUT. W 0 O Z SEALANT BEHIND 1/4"MAX.SHIM %jitaaoijr," FLANGE BY INSTALLER p 0 ,,`��y`PNOREW l!", PERIMETER SEALANT MIN.EMBEDMENT Q.'�GP' �`O E N S�•�2tn�: BY INSTALLER SEE TABLE 1 •�.i No .98201 ;'Jy INSIDE AND OUT :���+' SUBSTRATE BY OTHERS MIN.EDGE DIST. STATE OF .�p SEE TABLE I SEE TABLE I T�:,A' SEALANT UNDER SCREW A VERTICAL SECTION ��i�CCs R 1 Q GN HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE pe � S,iONA���,�`� 4/27/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAMETYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITN TAPCON 1' 1-118' 1239 JABARA AVE. PERIMETER SEALANT FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITV TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE 2.85 KSI MIN. 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 ( ) D HORIZONTAL SECTION FLANGE HOLLOW or GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16'ITW TAPCON 1 3/8' 7/8" SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KW IK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 04/22/15 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 7/16" -MIN.1/4°FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED -DWG A: REV.: FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD 7116„ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1059 - 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SALE: FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2' SHOWN FOR FLANGE WINDOWS. SHEET 1:2 60F6 10/26/2018 Florida Building Code Online 13CIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search d,bpr a 1ri,,! i'l Product Approval � 3' USER:Public User "r9F,.,.iTJ• Product Approval Menu>Product or Application Search>Application List>Application Detail tt ,Q• p-+-� FL# FL17234-RS 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 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory 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 2008 ASTM E1300 2004 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A �.++..,../1.........A..:..I.,G...II.n.........l.. 1— --- 4+I..r..v7.......m—...l�C\/Yrl...+fln..(1lln!'/l.rt\/m DoTY..h'Imo%`JfA 71FhF�.VPin..l�lya.rr.Rlu.o/7fnR.IVII�/�ri�/3r1 - 1/7 10/26/2018 Florida Building Code Online Date Submitted 08/22/2018 Date Validated 08/27/2018 Date Pending FBC Approval Date Approved 09/06/2018 Summary of Products FL# Model,Number or Name Description 17234.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact,53 1/8"x 76" Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17234 R5 C CAC CAR 138-1305.pdf Approved for use outside HVHZ:Yes FL17234 R5 C CAC CAR 138-1306.pdf Impact Resistant: No FL17234 R5 C CAC CAR 138-1379.pdf Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other:SH-610 Equal Split or Oriel,Max. size 53 1/8"x 76", 11/30/2019 Fin,Flange, DP+50/-50 PSF.Glass complies with ASTM E1300- Installation Instructions 04. FL17234 R5 II CWS-935C(SH-610,NI).pdf Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party: Yes Evaluation Reports FL17234 R5 AE EvalRep CWS-935C(SH-610,NI)_pdf Created by Independent Third Party:Yes Bacl< 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 Latement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: WM Ng M C(Bdit Card Safe https:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXybim%2f4715b55YPipyNwc581w%2fgByYQ%3d%3d . 2/2 : L NOTES SINGLE HUNG - NON-IMPACT 1.THEP GENERALNOTESRODUCT SHOWNHEREINISDESIGNEDAND ® • (SHOWN W/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA WINDOW SYSYEMS BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA34474 2.GLAZING OPTIONS:(SEE SHEET 3) WWW.CWS.CC 3.CONFIGURATIONS:"O/X". FLANGE WIDTH FLANGE lWIDTH 610 PVC 531/8" 531l8" 4 -NEGATIVE DESIGN DESIGN PRESSURELOADS BASED ONE ATING(SEE TESTED PRESSURE SINGLE HUNG MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NON-IMPACT 49 1116" 491/16• -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. A 5.ANCHORAGE:THE 33113/STRESS INCREASE HAS NOT ❑ BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE o o 0 SHEET 7 FOR ANCHOR DETAILS. D DURATION 1 FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR LU LU :E m 77114" I� Tl1/4" CALCULATIONS. w w w FLANGE I FLANGE fA HEIGHT HEIGHT O O Z 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE w F5 B 1 S 76' I O GLASS DLO N Z W MAX 34 5/16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT a d w UNIT C GLASS DLO 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 0 ❑ HEIGHT MAX O F w m UNIT 8.SERIES!MODEL DESIGNATION SH-610. o o I 8 HEIGHT ❑ w aLU 1 1 7 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: c Z 1 X=OPERABLE SASH,0=FIXED SASH O U m ¢ OZ 7 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A �»uururr+ 371/4" D SIMILAR LOCATION. S%% OREljt MAX 1 7 30 1!6' 27 3/16^ FROM 0� `� O E N 3"'oG SASH 1 I MAX /\ GLASS DLO 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5" q,:'�� 4, HEIGHT 1 34 5/16" BOTH ENDS. J' 4 GLASS DLO SASH =v�: Ro 58201 �:73$ HEIGHT '- p Lucas A.Turner qo STATE OF .t�� 1 2016-02-23 p I i 47" 09:29-05:00 GLASS DLO C 4915116' ++rrnurrt��� A MAX SASH W IDTH y2 GLASS DLO ORIEL 2/2312 0 1 6 491511s" LUCAS A.TURNER,P.E. MAX SASH WIDTH FL PE#56201 EQUAL SPLIT NORTH PORT,FL3 288 PH.941-380-1574 SHEET DESCRIPTION: MAX. UNIT EXTERNAL GENERAL NOTES AND TABLE OF CONTENTS CONFIG. DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS SIZE REINFORCEMENT DRAWN BY: DATE, GENERAL NOTES&ELEVATIONS.....1 „ „ DP CHARTS..........................................2 EQUAL 37 x 76 NONE ADE 08/09/14 GLAZING DETAILS...............................3 SEE COMPARATIVE DWG#: RE.: SECTION VIEWS..................................4 EQUAL NONE EXTRUSIONS&B.O.M.........................5 53-1/8 x 76 2011 ANALYSIS CHART, SHEET 2 CWS-935 C ANCHOR SCHEDULE&NOTES..........6 5 HI ORIEL SCALE: SHEET INSTALLATION DETAIL.......................7 •ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 120 1 OF 7 Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D Unit Widths(in.) Heights(in.) 23 1/2 27 1/2 29 112 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 112 51 1/2 53 1/8 WINDOW SYSTEMS 35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE. OCALA,FLORIDA 34474 39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 www.OwS.Cc 41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50X/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.1 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6 +50,0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +5D.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2 610 PVC 51 1/2 +50.0/-75.0 +50.0/-75.0 1 +50.01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50,0/-75.0 +50.0/-72.7 +50.0/-65.2 +50.0/-62.6 SINGLE HUNG 53 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.0 +50.0/-63.6 +50.0/-61.0 NON-IMPACT 55 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.01-69.5 +50.0/-62.1 +50.0/-59.5 59 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 LO 63 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-71.6 +50.0/-64.6 +50.0/-57.3 +50.0/-54.8 'a Fz iz di 65 1/2 �; t� 0 - 001+50.0/-73.2 +50.01-69.1 +50.0/-68.0 +50.0/-67.4 +50.00/-66733 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 67 1/2 +50.0/-69.8 1 +50.0/-65.6 +50.0/-64.4 +50.0/-63.7 +50.0/-63.4 +50.0/-63.4 1 +50,0/-63.4 1 +50.0/-63,4 +50.0/-62.7 +50.0/-55.5 +50.0/-53.0 50.0/�+ 5 L 71 1/2 1 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 50.0/-57.3 +50�.0/-S&S +50.0/-56.5 1 +50.0/-56.5 +50.0/- 5 idu �Ldu L2u 74 3/4 +SO.O/-S9.9 +50.0/-55.6 +50.0/-54.1 +50.0/-53.0 +50.0/-51.8 +50.0/-513 +50.0/-5:L7 +50.0/- C/) ;0.4 C3 z 76 +50.0/-58,5 +50.0/-54.1 +50.0/-52.6 +50.0/-SM +50.0/-50 2 +50.0/-50.0 +SO.OJ-50.0 +SO.OJ-50.0 +so.oJ-so.o +50.OJ-50.0 +SO.OJ-50.0 0 _j d z 0 '71 W w p cc IL a. O Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or in the Sash,and Glass Types Corl)in the Fixed 0 a C) LU R — Lu Unit nit Widths(in.) a LU Heights(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 z 35 1/2 +50.0/-75,0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 39 1/2 +50.0/-75.0 +50.0/1-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-7S.0 +50,0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.1 41 1/2 +50.0/-7S.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-71.3 %X. ....E N...... Q, �c 43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.6 +50.0/-68.9 v 47 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +MO/-75.0 +50.0/-75.0 +50.0/-74.8 +50.0/-67.2 +50.0/-64.6 No 5820 51 1/2 +50.0/-69.0 _±50g-68.4 +50,0/-68.4 +50.0/-68.4 +50.0/-68.1 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.0/-67.4 +50.O/-63.6 +50.0/-61.1 53 1/2 +50.0/-64.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.4 +50.0/-61.2 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-61.1 +50.0/-59.5 ^-o' �V. STATE OF 55 1/2 +50.0/-60.3 +50.0/-5&9 +50.0/-5&9 +50.01-58.9 +50.0/-57.6 +50.0/-56.1 +50.0/-55.7 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 0 S A/z ;<� 59 112 +50.0/-53.6 +50.0/-51.6 +50.0/-51.3 +50.0/-51.3 +50.0-51.3 +50.0/-57.0 +50.0-50.5 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 �";6.�'.4 0 R k "Oep;;el"0-N........ Av�'P� ON 63 1/2 +50.0/-52,5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-S0.0 +50.0/-5D.0 +50.0/-50.0 65 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +.50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 67 1/2 +50.0/-S . +0. -50.4 +50.0/-50.0 +50.0/-50.0 +50.0 .150.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 71 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +5D.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50,0/-5010 +50.0/-50.0 2/23/2016 74 3/4- +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-S0.0 +50.0/-50.0 +50.0/-50.0 +MO/-50.0 +50.0/-So.0 +50.0/-50-0 +50.0/-50.0 +50.0/-50.0 LUCAS A.TURNER,P.E. 76 +50.0/-52,5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50,0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50..0 +50.0/-50.0 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE CHARTS DRAWN BY: DATE: ADE 08/09/14 5WG—#. TE—V.' NOTE: GWS-935 c IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SHEET 20F7 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cwS.Cc 610 PVC SINGLE HUNG NON-IMPACT � � �2 'a cd r Y Y Y 7/8"OVERALL 7/8"OVERALL 7/8'OVERALL 7/8'OVERALL (A 1/B"ANNEALED 1/8"TEMPERED 3116'ANNEALED 7F—W16"TEMPERED N �y O a >5/8°AIR SPACE 5/8"AIR SPACE 1/2'AIR SPACE 1/2'AIRSPACE FD $ Z 1/8"ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3116"TEMPERED w a O cc 46 SIKAFLEX 552 OR SIKAFLEX 552 OR o n o 46 PURFECTGLAZE'H° SIKAFLEX 552 OR SIKAFLEX552OR C)w ¢ 46 PURFECT GLAZE"H'• PURFECT GLAZE"H' 46 PURFECT GLAZE'H° 1 11 w Q z 7 0 5/8°GLASS BITE 518"GLASS BITE 5/8"GLASS BITE - 5/8'GLASS BITE U m Q Z `�.Gy`;r��C E III.4F G�Pti�i. v t No 58201 , k * ... �PIu '9•• STATE OF .'�U� ��i0,�� .GOR10P•'�,Sw GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED Si0NA I t%��`�, 2/23/2016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: ADE 08/09/14 DWG#: CWS-935 C scALE: SHEET 1:1 3OF7 INTERIOR WINDOW SYSTEMS 2 14 a 21 9 3 13 2 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC O 34 610 PVC o SINGLE HUNG NON-IMPACT a9 a ala-Mal q �0�2^ r�Ba o cl 9 B 35 33 3 10 `1 Y Y SECTION B-B w w w to U) NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 0 RIGHT SIDE SHOWS SASH SECTION VIEW. N . e � 9 B D .c > 0 Ill 26 3 a: a cc ow < ZRw 17 a 174 U "0 ¢ O 1 Z 7 :pill 1 rl p7 " 00. 0REW11, � S6 L -I�) 3 6 23 18 0 33 lJhP Ll rq� �N �v�' No 58201 '•.,��: + + ... .At 35 31 44 I I I I �• s ' �' •� �p ��i�j�r ti S. �f,�►, n 32 3 0 2/23/2016 1 7' +!' LUCAS A.TURNER,P.E. 16 3�..htaa:. � 46 's '♦ SECTION D-D FL PE#56201 3 1t 4 l..0 ❑ DEEP POCKET UNI-FRAME 1239 JABARA AVE. NORTH PORT,FL 34288 3 2 PH.941-380-1574 B pa pa SHEET DESCRIPTION: NOTES: FIN FRAME AVAILABLE FOR BOTH UNI-FRAME SECTION VIEWS AND STANDARD FRAME TYPES. SECTION A-A SECTION C-C 880 BALANCERS AND DEEP POCKET UNI-FRAME DRAWN BY: DATE: ALTERNATE HD MEETING RAIL (H-6193)REQUIRED FOR LARGER SASHES.(NOT ADE 08/09/14 AND UNI-FRAME SHOWN IN SECTION B-B) EXTERNAL REINFORCEMENT REQUIRED ON DWG tt: REV.: UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-935 C FIXED MEETING RAIL AND SCREW-ON INTERLOCK, 6cAI.E: SHEET NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 S-2001. 1:2 4 OF 7 ITEMI PART DESCRIPTION MATERIAL VENDOR 1 H-6125 HEAD,OUTERFRAME PVC ATN 3 7/16- 3 1/2• FRAME CORNER CONSTRUCTION �i, 2 H-6125 JAMBS,OUTERFRAME _PVC ATN ❑ 9/16- �13116'•� c7A'/�`l�ff�f]•(./�f//J 3 H•6126 SASHSI7ERAIL PVC ATN ❑ y 2 r--1 3 1 I) WINDOW SYSTEMS 4 H-6132 SASH SIDE RAIL PVC ATN 2 1/16" ❑I I� ff_ 1 1900 SW 44TH AVE. 5 H-6136 SASH BOTTOM RAIL �_J 23/e' OCALA,FLORIDA34474 PVC ATN n 6 H-6137 FIXED MEETING RAIL PVC ATN t6. 1116' t /1 " WWW.CWS.CC 7 H-6138 SASH TOP RAIL PVC ATN 3718" REINF.SSR HD 8 S-6142 GLAZING BEAD PVC ATN u B S-2006 CORNER WELD(ALL SIDES) 610 PVC 9 S•6142 SASH STOP PVC ATN p 1:g 10 S-6143 SCREEN ADAPTOR PVC ATN 3J4" SINGLE HUNG 12 P-5086 WSTP QLON BULB VINYL AMESBURY h NON-IMPACT 12 P-s086 WSTP,QLON BULB VINYL AMESBURY PVC FRAME HEAD&JAMB 13/16• u 13 BALANCERS-CONSTANT FORCERTS62 CALDWELL H-6125 PVC FRAME SILL 14 P-5392 SASH TILT LATCH NYLON CALDWELL H-6126 .050" 15 P-5393 PIVOTCARRIER NYLON CALDWELL INTERLOCK o r" W 16 P-5396 PIVOT BAR SS CALDWELL S-2001 o a o 17 P-3515#8x58PHILFLATWHITESMS STEEL FASTENAL 5/SB° 8 5tt6' 18� 3/4' Y Y Y 18 P-4146#8 X 3j4 PHIL FLATtek STEEL FASTENAL FIXED MEETING RAIL Y 19 P-3028 SETTING BLOCK g T— 10 SCREWED TOGETHER WITH W w W rL RUBBER FRANK LOWE 15/16" .050" 5/8" 1/16• EDT TOGETHER E fn 20 5-2001 INTERLOCK RAIL ALUM ASCEND 074- .T_- 1:8 U Z 22 S-0006 REINF,SASH SIDE RAIL,HD ALUM ASCEND PVC GLAZING BEAD 2 g zz s-zoo? REINF,BOTTOM RAIL ALUM ASCEND PVC SASH STOP PVC SCREEN ADAPTOR U) S•6141 S-613$ N z > 23 5-2008 REINF,FMR ALUM ASCEND S-6143 W 24 S-2009 REINF,TOP RAIL ALUM ASCEND cc Lu a O s 25 S-ZOli REINF,EXTERNAL ALUM ASCENp 17/16' 21/8" 17116" f�111/16' m w 26 P-5388 LOCKS NYLON LAWRENCE 11 27 P-5389 KEEPERS NYLON tAWRENCE 4 F {' S D 6 F � 7 o z a iii 28 P-4779 WEEP COVER NYLON M&M 17/16" LLII 17/16' (j ¢ z 29 P-5400 FMR ENDCAP NYLON M&M I 1116" 1/16' t 7 1/16" 1 7/1�6• 1/16' U m ¢ 2 30 P-5400 COVER,FMR REINF. PVC TEAM PLASTICS '� 31 HOTMELT 0"II11132111"f slucoNE TRusEAL Fr=�PVC SIDE RAIL 0�1 DREIje P����, 32 P-3305 WSTP.,.270 X 187,SOFTTOUCH TIN ULTRAFAB H-6132 PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL �i 5,•�c ," '•.,G y 33 P-5425 WS7P.z00 X 5 8"X 5 B"DUST PLUG ULTRAFAB H-6136 H-6137 H-613$ ��'�J p'�.� S40'.'fi 34 P-5390 HOLEPLUG NYLON vy' No 58201 i 35 GLASS SEESHEETZ ��''""13j16'�{ I''�1 5t16"36 P-4638#8X2-1/2 PHILTRUSS tek 9/16' 9/16° •1 3/16'1 3/8STEEL FASTENAL :7t .iTL-I- �•p' *¢+ 37 P-3218 SCREEN FRAME ALUM FLA SCREEN 3 4 718° 118 Rga; STATE OF t# 38 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN y/76" 39 P-3228 SCREENSPUNE DAPA 1/16" i� ,<...... 4o P-3029 SCREEN LIFTS SUMMIT REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL r���4`S70NA4-���* 41 P-3033 SCREEN SPRINGS S-2007 S-2008 S-2009 S-2011 ++lmvil't SUMMIT 42 BALANCERS.CONSTANT FORCERT880 �� 43 H-6157 HD FIXED MEETING RAIL PVC VISION 37/16" 1 11/16" 2/23/2016 44 H-6193 LINI-REINFRAME,880 BALANCERS PVC VISION D �� LUC�AS A.TURNER,P.E. 45 H-2125 REINF HD FMR ALUM KEYMARK tJ S 13f16"'�-) �t S/16"..I 46 5-6216 UNI-FRAME SI LL POCKET INSERT PVC VISION 44 I I FL PE#58201 ��� 21/16. d6 2118" 43 1239 JABARA AVE. 47 S-6217 UNI-FRAME SCREEN RETAINER PVC VISION 1 1/8' NORTH PORT,FL 34288 48 P-3783 LOCKS,IMPACT ttl6' 1/16' 0 ��z PH.941-380-1574 STEEL INTERLOCK 49 P3784 KEEPERS IMPACT STEEL INTERLOCK 39/i 6' Co� L1/16" SHEET DESCRIPTIO ° PVC SILL POCKET INSERT ° S-6216 PVC HD FMR REINF.HD FMR � H-6157 5 BOM AND EXTRUSIONS 1^ 6005A-005A-T5 DRAW BY: DATE: PVC FRAME V1116' ADE 08/09/14 H-6193 7/18" aWCa#: RE-V..- CWS-935 C NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED, PVC SCREEN RETAINER scAt. SHEET S-6217 1:2 50F7 MIDPOINT @ WIDTHS OVER 37' WINDOW SMEMS•L��IJ 1900 SW 44TH AVE. 6-MAX(TYP.) 4'MAX.(TYP.) 8'MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6'MAX.(TYP.) SEE NOTE 2 4-MAX.(TYP.) rT SEE NOTE 2 W W W.CWS.CC 610 PVC SINGLE HUNG o.c. MAXM NON-IMPACT O (TYP-) O 14 1/2' MAX.O.C. o r� h Iii (TYP.) / INSTALLATION / w LU LU m 3'(TYP.) ANCHORS(TYP.) O Z 3.(TYP) J O N N X X JNZW INSTALLATION w w O ANCHORS(TYP.) ¢ o d w 3 ¢ CL / U 4 i U co m Q Z ANCHOR LAYOUT ANCHOR LAYOUT(FLANGE) ANCHOR LAYOUT-(FIN) t + (NO SILL ANCHORS REQUIRED) ��NORE41� r� ¢NOTES: ' 9 STATE OF .�� Ai 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ,•,�O��S ... A 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE 4istNA CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 2/23/2016 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#5B201 1239 JABARA AVE. 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 NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 7. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKS ARE SHEET DESCRIPTION: OPTIONAL. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 08/09/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-935 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 60F7 MIN.EMBEDMENT SUBSTRATE TYPICAL HEAD ANCHORAGE SEE TABLE I BY OTHERS MIN.EDGE DIST, 1/4*MAX SHIM SEE TABLE I SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 BY OTHERS 19DO SW 44TH AVE. SUBSTRATE BY OTHERS 1/4' —_, HIM SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 MAX.. WwW.CWS.CC - X MIN.EDGE DIST. PERIMETER SEALANT MIN.EMBEDMENT SEE TABLE 1 r--- BYINSTALLER SEE TABLE I INSTALLATION ANCHOR INSIDE AND OUT a 610 PVC SEALANT BEHIND SEE TABLE 1 SINGLE HUNG FLANGE BY INSTALLER 1/4"MAX.SHIM Q❑ I SEE TABLE IDMEfrr NON-IMPACT onin---------- U) ZZ Z r,Z .. Q r--PERIMETER SEALANT Ui PERIMETER SEALANT BY NSTALLER BY INSTALLER INSIDE AND OUT ----- C<l INSIDE AND OUT INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 2 2 -5: INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND Ill Lu Lu SEE TABLE I FIN BY INSTALLER W K-B-'\ HORIZONTAL SECTION J'C"1 HORIZONTAL SECTION u- 0 TYPICAL JAMB ANCHORAGE K�WPICAL�FIN ANDHORAGE y Ln HEAD AND SILL SIMILAR FOR FIN INSTALLATION > CONTINUOUS DBL 1/4"BEAD OF SEALANT AROUND PERIMETER @ ALL INDICATED 0 POINTS BETWEEN FRAME AND SUBSTRATE CC 0 CL BYINSTALLER 0 Lu cc vi 0 a co � w z mc) SEALANT BEHIND 114"MAX.SHIM FLANGE BY INSTALLER co < 0 I I I I lzi "o" 1DREK, PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS No 58201 P SEE TABLE 1 (-A"� VERTICAL SECTION TYPICAL SILL ANCHORAGE 9p STATE OF ;<tl NO SILL ANCHORS REQUIRED CONTINUOUS AROUND 'R' N D u U POINTS BETWEEN By INSTAL x �FRAME TYPE SUBSTRATE TYPE TABLE 1:APPROVED INSTALLATION FASTENERS ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2/23/2016 FLANGE CONCRETE(2.0 KSl MIN.) 3tl6'[TWTAPCON al FLANGE LUCAS A.TURNER,P.E. FLANGE FL PE#58201 FLANGE HOLLOW OR GROUT-FILLED CMU(117 MIN.) 3/16"FTW TAP'do—N 2" PERIMETER SEALANT CONCRETE E(2.135 KSI MIN.) 3/16"ELCO ULTRACON INSTALLER 1239 JABARA AVE. [FLANGE UMUL11-t-ILLED GMU(ASTM C-90) 3/16'ELCO ULTRACON —11/4' IN AND OUT NORTH PORT,FL 34288 HORIZONTAL SECTION PH.941-3801574 FLANGE 2XMINL SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON OR ELCO ULTRACON 1-3/9' 7/8" BOX FRAME INSTALLATION SHEET—DESCRIPTION: FLANGE -2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/6, — SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION 7/8" FLANGE 16 UAGAUGE(U-USO-)MIN.STEEL STUD #10-16H[LTIKWIK-FLEXOR[TW --Fu—LLTHREAD FLANGE REMOVAL NOTE.PARTIALLY OR FULLY REMOVING THE FLANGE, INSTALLATION DETAILS (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: -D-RAW-NF§Y' "6A—TE- FLANGE 1/8"ALUM.(6063-T5 MIN.)08 #10 GRADE 5 SELF-TAPPING FULL THREAD — AIDE 08/09/14 118-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7/116' -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED vw—ais RE [FIN L2XMIN.SOUTHERN PINE(0-0.55) INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1#10 WOOD SCREW 1-112" 1/2" -PRODUCT ANCHORAGES IN ACCORDANCE WITH REQUIREMENTS AS CWS-935 c NOTE:UNIF-FRAME OPTIONS NOT SHOWN. SHOWN FOR FLANGE WINDOWS, -SC-AL-9.'—— SHEET 1:2 n , Plan Review Windows & Doors 1) Need manufacturing installation specifications. 2) Must meet sections R308 and R612 of the 2017 F.B.C. 3) If windows are to be installed inside the historical district, they will need to be-approved by the historical committee. 4) No other work shall be permitted (framing, plumbing, and mechanical) unless.otherwise specified 5_) This is for replacernerit (glass for glass) only. If you wish to change from screen or vinyl windows to glass, then additional information is required. 6) All windows to wall connections shall_be.left visible for inspection. 7) All labeling.and stickers shall remain on windows until final inspection. 8) .lyo work shall start without permit first.