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HomeMy WebLinkAbout18-20022 CITY OF ZEPHYRHILLS 5335-8TH STREET / (813)780-0020 20022 BUILDING PERMIT PERMIT=INFORMATION = LOCATION INFORMATION Permit Number: 20022 Address: 39307 8TH AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: SUNSET ESTATES Est. Value: Parcel Number: 12-26-21-0310-00000-0490 Improv. Cost: 6,600.00 1OWNER INFORMATION Date Issued: 7/26/2018 Name: ROBERTS JASON & MELISSA Total Fees: 112.50 Address: 39307 8TH AVE Amount Paid: 112.50 ZEPHYRHILLS, FL. 33542 Date Paid: 7/26/2018 Phone: 813-597-4235 Work Desc: REPLACE 11 WINDOWS CONTRACTORS APPLICATION FEES RYMAN CONSTRUCTION OF FLORIDA IN BUILDING FEE 112.50 3-70gv Ins ections Required . FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable.to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER '813-780-0020 City of Zephyrhills Permit Application rax- rov-v�� Building Department Date Received ! Phone Contact for Permitting = e 5S�`i 05�� . ec S Owner Phone Number ��' Owner's Naii�e. l J � I . Owrier`';Ad dress?; 936 ` � VC c '�i 3 P Ovuner Ptiane Nurinber Fee Simple Titleholder Name Owner Phone•Number Fee Simpl®Titleholder Addressawl i LOT#.... JOB ADDRESSi.. U SUBDIVISION' PARCELL;:ID#; . (OBTAINED FROM PROPERTY TAX NOTICE), ; Wt)i3K=P[tQPOSEi):' ` NEW CONSTR ADD/ALT SIGN 0 MOVE Q . DEMOLISH _ e INSTALL R REPAIRICA PROPOSED USE - "z 0 SFR . 0 COMM OTHER TYPE OF CONSTRUCTION Q BLO FRAME Q STEEL OTHER r DESCRIP•TfON OF-°WORK (Y2pU� e Q W I Q c)k�, . i (j` a, BUILDING SIZE, :SQ;F,OOTAGE: HEiG'HT- F :.t '0 :.VALUATION::OFTt3TAL:.CONSTRt3GTlON .: 0 ELECTRICAL �( AMP SERVICE PROGRESS ENERGY 0 W.R.E.C. PLUMBING $ i .Z2. 0 MECHANICAL VALUATION OF MECHANICAL INSTALLATION Q GAS : Q _ ROOFING : SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS- FLOOD ZONE AREA AYES C]NO';: BUILDER 112 - ._: a COMPANY - SIGNATUREC REGISTERED Y :N FEE CURRENT.,'. Address 3.�D S�� +"t �r l��� S Liisnse�#I �a C t 5 t'7.71:,. ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE.GURRENT, Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Address License# MECHANICALF7 COMPANY SIGNATURE REGISTERED Y/ N FEE CURRENT Y/N ] Address License# SIGNATIJREcI _ REGISTERED YIN N FEE CURRENT,' LILLi Adihess .License: C _ 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 onsi#e,Construction Plans,'S#ormwater`Plans w/Slit Fence Installed',- Sanitary Facilities&1 dumpster,Site Work Permit fbr subdivisions/large projects COMMERCIAL. "Attach(3}sets of Building Plans;{1}se#`of Energy Farms:R=O-W.Perrriit for new.Gonstruc#ion.: ..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 inset compli Trice 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 I; III F1 tbv i✓ City of Zephyrhills S BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: L OA� Date Received: It—3 t- Site: 3 9307 g'�A A,,g, 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. Kalvin S-wr zer—Plans Examiner Date Contractor and/or Homeowner / (Required when comments are present) Building Department ------------- Date Received 3 — Phonecotact forPemitting . W9�1 Owners Name I_e� S Owner Phone Number Owners Address„ IJV v Ave- f1 '��S I Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder AdddrCe�ss Q JOBADDRESSY -335TD, LO;T# 77 :0 SUBDIVISION' IRC ,ID# - ' - (OBTAINED FROM PROPERTY TAX NOTICE) VIZOR-------- OSED. NEW CONSTR ADD/ALT SIGN 0 MOVE 0 DEMOLISH e : :INSTALL e REPAIR I PROPOSED USE '' Q SFR. 0 COMM Q OTHER TYPE OF CONSTRUCTIONQ BLO 0 _ FRAME 0 STEEL Q / OTHER DESCRIPTIO,fV,OF;W,ORK r a l OvQ e QC� . i I �.�J 1 ow-s I�. .I�Tb`a, BUILDING SIZE,. F HEIGHT. .." BUILDING._ $ ,VALUATIONgFTOTALCONSTRUCTION Q ELECTRICAL $ AMP SERVICE PROGRESS ENERGY 0' W.R C. ' Q PLUMBING $ Q MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION Q GAS 0 ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS' FLOOD ZONE AREA AYES QNO:: BUILDER, _ COMPANY Man .. C)f}S 04',6�1 J Y1C: SIGNATURE CA REGISTERED" Y :N FEE CURRENTr' Y/ Address 3�0 13 SV-5 <h .��S License# CGC 517�77 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURRENT LZ/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N .FEE CURRENT Address License# MECHANICAL COMPANY' SIGNATURE 'REGISTERED I Y/ N FEE CURRENT Y/N Address License# ,OTHER? ',cOMF?ANY SIGNATURE:; _ REGISTERED Y/ N FEE CURRENT Y/N 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 00),working days after submittal date. Required onsite,Construction Plans,Stoririwater Plans w/Silt Fence installed, Sanitary Facilities&'1 dumost4'.Site Work Permit for suhdivis)ons/larae orolects . IilJ1LL�iNC ?�FtODIJ�,:i'a Quote#: 1699701/1 PO BOX 9489, RICHMOND,VA 23228 Ph:804 266-8893 Fax:813 248-6875 p s o E . �x a, ...:.:.... Job Name:Ryman/Zephryhills Version 1 Item No.1 Qty:;1 ' Price$386.76 Total$386.76 Mods(LO-b SH:DH"Color: WHITE Et-, 3fy-ADesc:610 SingleHHt, Twin DP:+50/-50,5 HI,FPA#5777.2,[FLANGE], Dimensions [AUTO-LO=K];Customer to field mull,Standard"T"Clip,WHITE FRAME,MULLION, 18 x16 Screen,STD HARDWARE 1JA LOW E 366, Insulated,FLANGE TIP:74 x 501/2 ACTUAL:72 314 x 49 1/4 ROLL FORMED Half Screen SCREEN SCREEN:18X16 nt 1'�A,- j;, ;• 77, 751DC AAMA Std.Gold Labeling PO — TIP qS; 74X-Arju [1 -610-SH] [ _i WHITE FPA'#1T7234r1 ENESDOES OTMGI- 2S [2-610-SH] WHITE, ,{,.,,�, .,..y..r•-.: ::ri., .# X i i fS,.firs i,f...�3.,�.,'^7: z: e>.�'.: e,... .�,.e 4: ,_f..x. - .. &i•,.::. .nf..'I 4.:,r,, a,.i ..f....3.£ .f.i e.f .�. , . t% *.'Sii<:'t!�d (:YL`" rf ..•3:a".. r, ..;�,,,„at fy},t.h. .lr'..,.�o ,.d'.``t,..rx{.� .�? .�. .ir,'•:Ir::t>3'e'.�dS�::x`.yF.Y iC'S.; .j�r:",;' i .x,..., .. .N.-;.:,',ia^s,v Item No.2 _ R Price$169.17 Total$676.68 Model:-610=5H Colo�ctINHITE• 50 Desc:610 AriaenesiSingle Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE FRAME,T8 z16 Screen Dimensions LOW E 366, Insulated,FLANGE ROLL FORMED Half Screen TIP:37 x 50 1/2SA SCREEN ACTUAL:35 3/4 x 491/4 SCREEN:18 X 16' AAMA Std.Gold Labeling FPA 1'723.4')1,WHITE ° D„ES�NOT'MEET EGRESS, C LL wO K x rr:.>+•r„fr,v .l _..... rri '�,x; F�...:.4:>:.'i;:iiS.�l wf�r��i'f f,t .a '.k e�i, •:�'-)Y._a£_. :Y_ U < Item No.3 Q y Price$149.27 ��® ('r�lC�+0�� ©��pf �fA/( �, OF Mo del:-610=sFli;:-Color WHITE"' , Y��j/ Desc:610 Aria Series Sirig Hung DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE =8- FRAME,18 x16 Screen LOW E 366,Insulated,FLANGE �+ 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#b :1 � WHITE Py �� DOES NOT MEET EGRESS, V IA, /�• � Y .�(,.�, ..--):.�'.-Y.�,,/'a�.•s•.Y•'{:)„1{:f>»,i ':i. S'Ev.^y�e'S•�-:,F< �' :5'�:;:_..- -,Y�..:.12.....vw S.in-+-t.-r,.�fi.-.r,a1,.�..,a F.^k .ve::.r.�'-•Vv ,:�� J,fi ..�^ _ _ <r id \� o� 4/30/18 11:05:04AM Page 1 of 2 ftotation 19 BUILDING.PRC,�DUC�I� Quote#: 1699701/1 PO BOX 9489, RICHMOND,VA 23228 Ph:804 266-8893 Fax:813 248-6875 1 ® 0 e . Job Name:Ryman/Zephryhills Version 1 Item No.4 Qty�4; >'s' Price$164.82 Total$659.28 Model' -1-0= rb or.--eWHITE� Desc:: 0 Ana Series Singl g DP:+50/-50,[FLANGE],[AUTO-LOCK],WHITE T "° Dimensions FRAME, 18 x16 Screen tt LOW E 366, Insulated,FLANGE ROLL FORMED Half Screen TIP:36 x 49 1/2 I f3A ACTUAL:34 3/4 x 481/4 SCREEN SCREEN:18 X 16 AAMA Std.Gold Labeling FPA#17234.1,WHITE r ,>cuugi, D E NOT MEET EGRESS, �t":x cv:;�E�.s- z,.,.,t. r`!'•.I••f" .{s; r • ;. .>w,J.J-,s:�!"i�"ro �:Sr; /.' ._..€.w.:x..•:,.. n:'f�„�•."..i<E!a,:Jet.;,:-�,:,,a. a:..xi_ ., _xxeAc}ut';:_s�,�."..:75 t t . _ __ - <:._...r Item No.5 Qty:1':i Price$165.44 Total$165.44 Mode1S81,001SH COIOr: ,WWI a r: Desc:8'�100 SINGLE HUNG DP:+50/-50,[FLANGE],WHITE FRAME,18 x16 Screen LOW E 366/OBSCURE,Insulated Dimensions SCREEN AAMA Std.Gold Labeling DLO:17 x 25 FPArI WHITE,138-1007, Ith Sill Holes TIP:181/4 x 261/4 ] SCREEN:18 X 16 DOES NOT MEET EGRESS, ;I - .f. $ ct Y -Yf':-,h,::€"` -Y"t`:S.t S '.:N jR;.••v..x� �^ .'v?Y, '?'�;.;:_✓:.%.-'-'n>' �.:)' 4.ti :[¢: . '.,J..:,���=:'i3"..AJ.at .)..f-, "c'y.,}-S,=3<aw+.l_€..5� 1 Yi�e• {^.i'a„f _ Subtotal: 2,037.43 Tax: 142.62 Total: 2,180.06 4/30/18 11:05:10AM Page 2 of 2 Page No. of Pages aRtt-Atva /S►A' -; DPRE5 - r QGt�t ttJl !. GQ�L "f YFL/t MI.fee for-credit card processing. 36413 SR.5.4'Zephyrhills,FL 33541 n Office:813-782-4825..Fax:813-7WW73 Q u Proposal# INC. License#CGC 1517771 SUBMITI'E0 TO PHONE DATE STREET JOB NAM. 2 7 -" ve L bef4 CITY,STATE and ZIP CODE JOB LOCATION �-Ok r�n 711' FL SALES M DATE OF PLANS JOB PHONE We hereby submit specifications and estimates for. L) CA owe— .............._...................................... ..._............ ......�_.._... . _r ........... ..I&A-55.........._.........._.............:._:.._................ .................._.............._-......................... ............. 4" b ---------- _ One I ......................... _._`_... -------- ................ .............. .......... ....................................... .................................... .................................... ...................................... ........................................................................ .......... ...... Ile prod 0911t hereby to furnish material and tabor—complete in accordance with above specifications,for the of: dollars{$ Payment to be made as follows: ), All unpaid balances sutilect 6.1.50%.monthly Interest fee. All material Is guaranteed lobe as specified.All work to be completed in a workmanlike AUthodzed manner according to standard practices.Any alteration or deviation from above specifications A nature involving extra•costs will,tie executed only upon written orders,and will become an extra g charge over and above the.estimate.AII'agmements contingent upon strikes, accidents or says beyond our control.Owner to carry fire,tomado and other necessary Insurance. Note:This proposal may be LDate,ofAcceplance: Our workers arefully covered by Worlcman's Compensation Insurance. wi rawn by us If not accepted wit In days. � 1OJtT —The above prices;specifications RCI s are satisfactory and are hereby accepted. You are authorized Signature. Date k as specified. Payment wilt be made as outlined above. Owner's Signature pate 7/2/2018 Florida Building Code Online lot — Business Professional. d m, BCIS Home I Login 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 I Florida t �jd Product Approval '$— USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail j FL# FL17234-R4 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived i Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (3S2) 368-6922 Ext 245 kpine@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 Single Hung Compliance Metho►►►►d//// Certification Mark or Listing Certification Agegr"�pWORKSHgLL C Keystone Certifications,Inc. Validated By IVA FAES FLORIDA SUd�PLY WIrH pRSteven M. urich,PE AND rHEAL CELIE2 CODE CODE' Ali*Oion Checklist-Hardcopy Received ORDINANCES OFZEPHyRHILLS Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 ASTM E1300 2004 Equivalence of Product Sta OP. T� Certified By � ��pyY C tiiiN��y 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 0 No -%N/A https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvOQpGQvtVmPaTXybim%2f4714WaM%2bzsluGOJKCyE%2fWaDbw%3d%3d 1/2 7/2/2018 Florida Building Code Online FL17234 R4 COC 6thEdFBC-FL17234.pdf Product Approval Method Method 1 Option A Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval Date Approved 09/10/2017 Summary of Products FL# Model, Number or Name Description 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 R4 C CAC CAR 138-1305.pdf Approved for use outside HVHZ:Yes FL17234 R4 C CAC CAR 138-1306.pdf Impact Resistant: No FL17234 R4 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", 08/15/2018 Fin, Flange, DP+50/-50 PSF. Glass complies with ASTM E1300- Installation Instructions 04. FL17234 R4 II CWS-935C(SH-610, NI)_pdf Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17234 R4 AE EvalRep CWS-935C(SH-610, NI)'pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy 5tatement::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 emaiis 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- EChtd -a®--,-, Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgvOQpGQvtVmPaTXyblm%2f4714WaM%2bzsluGOJKCyE°/"2f\NaDbw%3d%3d 2/2 SINGLE HUNG - NON-IMPACT GENERAL NOTES:1.THEPRODUCTSHOWNHEREINISDESIGNEDAND (SHOWN w/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA WIPlDOW SYSTEMS BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 3) W WW.CWS.CC 54 3/8" 54 3/8' 3.CONFIGURATIONS:"O/X'. FLANGE WIDTH FLANGE WIDTH 610 PVC 4.DESIGN PRESSURE RATING(SEE SHEET 2): 531/8" 531/8' -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE SINGLE HUNG MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NON-IMPACT 49 1/16" 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 33 1/3%STRESS INCREASE HAS NOT o iz iz r BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE ao a o p SHEET 7 FOR ANCHOR DETAILS. W INDLOAD DURATION / I / FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR m z j 771/4' 771/4" CALCULATIONS. w w w CO FLANGE FLANGE HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT z PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE O B I B O 423/16" DEBRIS REGION. N a U) 0 MAX I 345/16" GLASS DLO O w 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT UNIT GLASS DLO ¢ IL d HEIGHT C 76" SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. I / 8.SERIES/MODEL DESIGNATION SH-610. o o U B HEIGHT / w 7 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a z Z) o C X=OPERABLE SASH,0=FIXED SASH U m Q 0 7 ! / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SMAX ASH X I D F 3D 1/e° X 273/1s^ SIMILAR LOCATION. �•�',,'S,P�DEN ''7G"p,i MAX GLASS DLO 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM VP;•�� SF �Z.� HEIGHT I 345116" SASH BOTH ENDS. :J= =C� 4 GLASS DLO HEIGHT z t No 58201 P D :*: * *= Lucas A.Turner 9 STATE OF , U A I I 2016-02-23 0�D .. •<u� 7 I I 47" 09:29-05:00 '�,E` •4 0 R t ID N -tl C GLASS DLO 4i S'S Ca 49 15/16" ��M o l$ A MAX SASH WIDTH 'Z� 47° GLASS DLO ORIEL 2/23/2016 as LUCAS A.TURNER,P.E. Max SASHSH WIDTH FL PE#58201 EQUAL SPLIT 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-3B0-1574 SHEET DESCRIPTION: NOTES TABLE OF CONTENTS CONFIG. MAX. UNIT EXTERNAL SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING GENERAL ELEVATIIONSAND GENERAL NOTES&ELEVATIONS.....1 DRAWN BY: DATE: DP CHARTS..........................................2 EQUAL 37"x 76" NONE ADE 08/09/14 GLAZING DETAILS...............................3 SEE COMPARATIVE : SECTION VIEWS..................................4 EQUAL NONE DWG# REV.: 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 INSTALLATION DETAIL.......................? SCALE: SHEET ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1 OF 7 Design Pressures(PSF)for Equal Split Configuration with Glass Types A,B,C,or D _Unit_ Unit Widths(in.) Vll4f311L41(U • 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 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. OCALA39 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. FLORIDA 34474 WW.CWS.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 +50.0/-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 61 0 PVC 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 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-66.2 51 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/-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.D/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +SD.O/-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 +50.0/-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 +50.0/45.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-66.8 +50.0/-59.5 +50.0/-57.0 u') 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 F 65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +5D.0/-67.4 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9 ao A o p 67 1/2 +50.0/-69.8 +50.0/-65.6 +50.0/-64.4 +50.0/-63.7 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-63.4 +50.0/-62.7 +50.0/-55.5 +50.0/-53.0 Y Y Y 71 1/2 +50.0/-64.0 +50.0/-59.7 +50.0/-58.3 +50.0/-57.3 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-56.5 +50.0/-53.9 +50.0/-51.5 w w w m 74 3/4 +50.0/-59.9 +50.0/-55.6 +50.0/-54.1 +50.0/-53.0 +50.0/751.8 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-51.7 +50.0/-50.4 Z 76 +50.0/-58.5 +50.0/-54.1 +50.0/-52.6 +50.0/-51.5 +50.0/-50.2 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 J O CD a L0 N Z > Lu J rL Q w w a F ¢ 0 Design Pressures(PSF)for Oriel Configuration with Glass Types A,B,C,or D in the Sash,and Glass Types C or D in the Fixed o cc 0 Unit Unit Widths(in.) o a w 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 cl 35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +S0.0/-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 c7 m Q 0 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/-74.1 ,`�%%J111111firrr,r 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 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-71.3 ��Pp10RE►q.T���'' 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 41 GQ,..��C 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 +50.0/-75.0 +50.0/-75.0 +50.0/-74.8 +50.0/-67.2 +50.0/-64.6 v No 58201 51 1/2 +50.0/-69.0 +50.0/-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 +50.0/-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 ,kr: 55 1/2 +50.0/-60.3 +50.0/-58.9 +50.0/-58.9 +50.0/-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 :9 STATE OF O•. / / / / / / / / / / / � 59 1 2 +50.0/-53.6 +50.0-51,6 +50,0-51.3 +50.0-51.3 +50.0-51.3 +50.0-S3.0 +50.0-50.5 +50.0-50.1 +50.0-50.0 +50.0-50.0 +50.0-50.0 ��:CC •(0 R t0 P,:Nam,. 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/-50.0 +50.0/-50.0 +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/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.D +50.0/-50.0 +50.0/-50.0 +50.0/-5D.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 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +so.0/-so.0 +50.0/-50.0 2/23/201 6 74 3/4 +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 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#5B201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE CHARTS DRAWN BY: DATE: ADE 08/09/14 Dwl;#: .. NOTE: CWS-935 C IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. SCALE: SHEET 1:1 20F7 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 610 PVC SINGLE HUNG NON-IMPACT oaoo � �E w w w m 7/8'OVERALL 7/8'OVERALL 7/8"OVERALL 7/8'OVERALL fD U z 1/8.ANNEALED 1/8"TEMPERED 7 F-3116"ANNEALEDF-3116"TEMPERED T O N a (n 5/8"AIRSPACE 5/8"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE 06 $ Z > 1/8"ANNEALED 1/8"TEMPERED 3/16"ANNEALED 3/16"TEMPERED w a Occ O w OC SIKAFLEX 552 OR SIKAFLEX 552 OR I-- U 46 PURFECTGLAZE'H" 46 SIKAFLEX552ZE 46 PURFECTGLAZE'H' 46 PURFEEX552OR o o /n PURFECT GLAZE"H" PURFECT GLAZE'H' 0 w a w z 0 5/8"GLASS BITE 5/8"GLASS BITE 5/8"GLASS BITE 5/8"GLASS SITE U m Q Z �p10 RE K, vQ`? �GEN'3 v No 58201 -�� STATE OF -NU GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPED 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#: —REV._: CWS-935 C SCALE: SHEET 1:1 3 OF 7 INTERIOR �p�[�®�� WINDOW SYSTEMS 1900 SW 44TH AVE. 2 14 4 1 9 3 13 2 OCALA,FLORIDA 34474 WWW.CWS.CC 0 .16 o C= 34 610 PVC I SINGLE HUNG n NON-IMPACT LO 9 a q Qeee o � � B � oaoo g B 35 33 3 10 Y Y Y SECTION B-B w w w m NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 0 RIGHT SIDE SHOWS SASH SECTION VIEW. N 49 48 °a Z > J J CC O 111 26 3 fl fl w 4a wa H 2 4 I o (I� o z o w B 17 �. �F- < z Lu 0 I�" r;'� l .. •17 '-® INTERIOR 46 ��L o m ¢ z s0 D 7 a3 Pl 0 IILDREI, q, ,`%C' ��I_ I � ,.`gyp-:.��GEIJs�:•.'P2�i 6 23 18 0 33 No 58201 1"1 '33. STATE OF ;�W' 0 R 1Q. 35 r %� '4S/oNAiE %% 31 �tr1n,31110 .5 � I� 17 2j ,�l�.11 ° ! L o 2/23/2016 1 is 15Ir 3 LUCAS A.TURNER,P.E. �� as SECTION D-D FL PE#58201 11 4 I 1 ❑ DEEP POCKET UNI-FRAME 1239 JABARA AVE. 3 NORTH PORT,FL 34288 pa� 3 2 PH.94 1574 B � � SHEET DESCRIPTION: NOTES: u u 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 -REV. UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-935 C FIXED MEETING RAIL AND SCREW-ON INTERLOCK, SCAL : SHEET NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 S-2001. 1:2 4 OF 7 ITEM PART DESCRIPTION MATERIAL VENDOR 3 7116' 1 3 1/2— FRAME CORNER CONSTRUCTION 1 H-6125 HEAD,OUTERFRAME PVC ATN 1 1 9/16' r 13/16" 3 2 H-6125 JAMBS OUTERFRAME PVC ATN WINDOW SYSTEMS 3 H-6126 SILL,OUTERFRAME PVC ATN 1 2 1 1900 SW 44TH AVE. 4 H-6132 SASH SIDE RAIL PVC ATN 2 1/�l S. ❑ 23/8. OCALA,FLORIDA 34474 S H-6136 SASH BOTTOM RAIL PVC ATN ".1 F_ill 6" WWW.CWS.cC 1116" ATN 6 H-6137 FIXED MEETING RAIL PVC p 9116' 3 7 rn REINF.SSR HD H-6138 SASH TOP RAIL PVC ATN hr----I 8 S-6141 GLAZING BEAD PVC ATN S-2006 CORNER WELD(ALL SIDES) 610 PVC 1:8 9 5-6142 SASH STOP PVC ATN 31/4- SINGLE HUNG 10 S-6143 SCREEN ADAPTOR PVC ATN 11 P-5085 WSTP,QLON BULB VINYL AMESBURY I ;/11 16" NON-IMPACT 12 P-5096 WSTP,QLON BULB VINYL AMESBURY PVC FRAME HEAD&JAMB PVC FRAME SILL 13 BALANCERS-CONSTANT FORCE RT562 CALDWELL H-6125 H-6126 14 1 P-5392 ISASH TILT LATCH NYLON CALDWELL IN 15 P-5393 PIVOTCARRIER NYLON CALDWELL 16 _P-5396 PIVOT BAR Ss CALDWELL 3/8- S-2001 uj w uj. 18 P-4146#8X3/4 PHILFLATtek STEEL FASTENAL SCREWED TOGETHER WITH 5/16" 18, OUTERFRAME U) 19 P-3028 SETTING BLOCK 4_7f:w-'� 0 z 17 P-3515#8 x 5/8 PHI L FLAT WHITE SMS STEEL FASTENAL SC FIXED MEETING RAIL RUBBER FRANK LOWE 20 5-2001 INTERLOCK RAIL ALUM ASCEND L-074' 118 21 5-2006 REINF,SASH SIDE RAIL,HD ALUM ASCEND S2 PVC GLAZING BEAD PVC SASH STOP PVC SCREEN ADAPTOR > 22 1 S-2007 IREINF,BOTTOM RAIL ALUM ASCEND S-6141 5-6138 S-6143 CC Z W 2E 0 w23 1 S-2008 IREINF,FMR ALUM ASCEND w 24 5-2009 REINF,TOP RAIL ALUM ASCEND 1 7/16"— 1 11/16*— 0 w CC 17/16"— —2 1/8" 25 5-2011 REINF,EXTERNAL ALUM ASCEND W ¢ o 7_r ............. 26 P-5388 LOCKS NYLON LAWRENCE co 27 P-5389 KEEPERS NYLON LAWRENCE 28 P-4779 WEEP COVER NYLON M&M 1 7/16" 1 7116' 1 7/8'L 1/16" 1 7/16"— 1/16 < 0 29 P-5397 FMR ENDCAP NYLON M&M 1/16, 1 z L L '%ititsfiff" 30 P-5400 COVER,FMR REINF. PVC TEAM PLASTICS ,�IOREImv .. 31 HOTMELT SILICONE TRUSEAL PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL ti ........E N,9'-. 00-1 32 P-3305 WSTP_270 X 187,SOFT TOUCH FIN ULTRAFAB H-6132 H-6136 H-6137 H-6138 • i: 33 P-5425 WSTP_200 X 5/8"X 5/8"DUST PLUG ULTRAFAB v 1 No 58201 p 34 P-S390 HOLE PLUG NYLON 13/16"1 35 GLASS SEESHEET2 9/16" 9/16' 9/16" 1 3/16' 3/8" cc--: 36 P-4638#8 X 2-1/2 PHI L TRUSS tek STEEL FASTENAL STATE OF "40 37 P-3218 SCREEN FRAME ALUM FLA SCREEN 2 38 P-4754 SCREENCORNERKEY NYLON FLASCREEN 1/16" 1/16- IF vils. %*.......... 39 P-3228 I SCREEN SPU NE DAPA REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL -.1-11101111111,0% 40 P-30291SCREENUFTS SUMMIT S-2007 S-2008 S-2009 S-2011 41 P-3033 SCREEN SPRINGS FLA SCREEN 42 _BALANCERS-CONSTANT FORCE RT 880 3 7/16" —1 6" 2/23/2016 43 H-6157 HD FIXED MEETING RAIL PVC VISION -A LUCAS A.TURNER,P.E. 44 H-6193 UNI-FRAME,880 BALANCERS PVC VISION 113/16-1 15116- FL PE#58201 45 H-2115 REINF,HD FMR ALUM KEYMARK 44 1 —— 70—F-11 1239 JABARA AVE. 46 S-6216 UNI-FRAME SILL POCKET INSERT PVC VISION 2 1/16' 2 1/8" 43 NORTH PORT,FL 34288 47 IS-6217 UNI-FRAME SCREEN RETAINER PVC VISION 116* 1 1/8" 1/16" 13116, PH.941-380-1574 48 R;F=x 1116" Z83 'MPACT EEL INTERLOCK 3 9/16" 116 SHEET DESCRIPTION: '�i OCKS�F"p EEL INTERLOCK PVC SILL POCKET INSERT REINF.HD FMR 49 2P.23 !LKEFPE , ACT 2siT L S-6216 PVC,HD FMR H-21 16 BOM AND EXTRUSIONS H-6157 6005A-T5 DRAWN BY: DATE: I AIDE 08/09/14 PVC FRAME 57WG—#: _89V_.- H-6193 7/16' Vill CWS-935 C; T_ SCALE SHEET NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER 1:2 5OF7 S-6217 MIDPOINT @ WIDTHS OVER 37- WINDOW SYSTEMS-M 1900 SW 44TH AVE. 6-MAX(TYP.)— 4'MAX.(lYP.) 8'MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6-MAX.(TYP.)- S NOTE 2 4'MAX.(TYP.) SEE NOTE 2 WwW.CWS.Cc Fs i77- 610 PVC SINGLE HUNG MAX.D.C. NON-IMPACT (TYP MAX.D.C. .) 14112' 0 (TYP.) INSTALLATION ul W co w ANCHORS(TYP.) z X(TYP m 3.(TYP. > Z LLJ a: INSTALLATION tu w ANCHORS(TYP.) it CL 0 0 w cc 0 2 F< u, UJI 0 zLU :5 0 ANCINOHOSILL ANCHORS REQUR LAYOUT-(FLAIRED)NGE) ANCHOR LAYOUT-(FIN) F Q'- ST T ER OF 4 9'. NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. fle ONAs 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/113"IS PRESENT. LOAD BEARING SHIMS SHALL BE solvillisO 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. 2/2 312 0 1 6 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.FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEIGMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. 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 TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, DWI;_#' wffT-- 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-935 C FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 60F7 MIN.EMBEDMENT SUBSTRATE I! T/!I(Ca/�®Nilf1•L/�(/� TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERSV- MIN.EDGE DIST. 1/4" t SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A,FLORIDAAVE. SUBSTRATE BY OTHERS SEE TABLE 1 WWW. LORI 34474 1/4'MAX.SHIM WWW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 7// 1 PERIMETER SEALANT SEE TABLE EMBEDMENT INSTALLATION ANCHO 610 PVC BY INSTALLER SEE TABLE 1 INSIDEANDOUT o SINGLE HUNG MIN.EMBEDMENT SEALANT BEHIND SEE TABLE 1 NON-IMPACT FLANGE BY INSTALLER 1/4°MAX.SHIM PERIMETEfl SEALANT `o r; n tii ETER SEALANT OOe BY INSTALLER aa o0STALLER INSIDE AND OUT E AND OUT INSTALLATION ANCHORYYSEE TABLE 1 wwwANT BEHIND w w w m FLANGE BY INSTALLER SEALANT BEHIND W INSTALLATION ANCHOR FIN BY INSTALLER O Z SEE TABLE 1 HORIZONTAL SECTION HORIZONTAL SECTION mLL 7 TYPICAL JAMB ANCHORAGE 7 TYPICAL FIN ANCHORAGE v HEAD AND SILL SIMILAR FOR FIN INSTALLATION > Cc- Q c" CONTINUOUS DBL 1/4"BEAD OF SEALANT w AROUND PERIMETER @ ALL INDICATED ¢ (7 o d POINTS BETWEEN FRAME AND SUBSTRATE O t- w [t BYINSTALLER w ¢ U ❑ a 3 o w Q z 7 1/4"MAX.SHIM U m ¢ z SEALANT BEHIND FLANGE BY INSTALLER p � ' PERIMETER SEALANT ,��GVS.-\C E N5�.,�Q2�� BYINSTALLER INSIDE AND OUT v' No 58201 '�1J SUBSTRATE BY OTHERS SEE TABLE 1 �1 VERTICAL SECTION 13 STATE OF •:�+1/' 7 TYPICAL SILL ANCHORAGE NO SILL ANCHORS REQUIRED El TABLE 1:APPROVED INSTALLATION FASTENERS ❑ a FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 2/23/2016 Q ,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/8" FL PE#LUCAS A.TURNER RNER 58201 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2` PERIMETER SEALANT 1239 JABARA AVE. FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" BY INSTALLER NORTH PORT,FL 34288 FLANGE GROUT-FILLED CMU(ASTM G INSIDE AND OUT 90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" D HORIZONTAL SECTION PH.941-380-1574 FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1 3/8" 7/8" 7 BOX FRAME INSTALLATION SHEET DESCRIPTION: OR ELCO ULTRACON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" INSTALLATION DETAILS 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD ADE 08/09/14 FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#. INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-935 C FIN 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-112" 1/2" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. SCALE: SHEET NOTE:UNIF-FRAME OPTIONS NOT SHOWN. 12 7 OF 7 Permit No: a Pardel 10 NoI12�- 6-��Ic) State of o( d cL. OF cam""EmcammT C) County of_ THE UND4RS(GNED hereby gives nqUca that Improvement YM be made to certain real property,and In accordance wih chapter710,Florida Statutes, the f0IlcWThg *an2Uon is provided In th1d Notice of Commencement: 1. DescrIptlon of Prover1r.Parcel Identiricalidn No. (0- r 3 354 _J\ 2 General Description of Improvement S. O%m info rLion orLess!eei aformaffonifth a econ�acfedfbr-thePmpmvsmanh ci5 bn M-le(t5 Address city I stela interest lnProperty: < W co - Name cf Fee SimpleTillpholder 0 (D W LL W rM(jf,-rantfmM otner7rlsjed—ehoje) L) :E Li_ CIO_j z 0 -4 Addreis city < W o 0 F- state 0 0 - -:j - 4. Contractor CC)�n UER 6 n* 7:To C_ a- 0 0 T < C"'Ir Name l U_ W l- W c) xwzw 0 0 = — _j 2 'Address q City 1- 1 state• U_ t n :5 Contractor's Telephone No.: I- LU LL— It 0 -Z 0 0 - S. Surety Name CL 0 �4 okc 0 W 0 af Address z Amount of Bond, < 2018111877 0 U_ Ul ---j z 0 B. Lender: F- X 0- Name .0 W < 0'- X LL = _J00 0 z Address city state LL 0 0 x Lendefs Telephone No-, 1--00-0 Z W co < LU 7. Parsons within the Stela of Florida des!Gna&?djb the owner upon whom notices or other documents.map be served as provided by J U)LU SecUcfi Florida Stah LLJ < U) L1_ Z z Name (0 F Rcpt:1970775 Rec: 10.00 DS: 0.00 IT: 0.00 Address 07/03/2018 M. F. , Dpty Clerk Telephone Number of DeAlinsted Person'. 8. In addition to himself,the ownerdealgriates of— as provided In Secr=713.18(1)(b).Flarlda Statutes. Telephone Number of Person or Entity Designated by Omer. 9, Expiration date or Notice of Commencelhent(the eXpIrallon date may not be Ue4U[1?W.cUILIPI o cfcon final a diflarent date is speolfled): :Tlnl Tent to the contractor,butwIll be one year front the dale of recording unless WARNING T 0 OWNER: ANY PAYMENTS-MADE BY THE OWNER AFTER THE EXPIRATION OF THE N0410i!OF'COWIMENCEMENT ARE CONSIDERED IMPROPER pAyMEiiTs,UNDER CHAPTER743, PART1 SECTION71313 FLOFJDA STATUTES, AND CAN RESULT IN YOUR PAYING TAIICE FOR IMPROVEMENTS TO YOUR FROPME A.MOTH or COMMENCEMENT MUST BE RECORDED AND POSTED ON THE,jas SITE BEFORE THE FIRST INSPECTION. IF YOU WEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE!COMMENCING WORK OR RECORDINGYOUR NOTICE OF COMMENCEMENT. Under penalty of pFrtry�declare that I have read the foregoing notice of commencement and ihatibefacts shied therein are true to the best AA of my knowledge and batef. STATE!OF FLORIDA COUNTY OF PASCO va,cr Signature 1 404., ease aille?eForlas ees Authorized Offl cer/131rectodPartneriManaser -�d SWAP05 The Ce ? If b 1-1 -20T,by CpZInt Instru.ment was acknowledged befbramethls.2�_d-y a (type of authority,e.g in fact)for Qjz�y _a, I..ci-mcer,trustee,ationne K (na44f party on bq$elf of W a "me4it was,a anted), Personally Known 13 OR Produced Identifla it Type of Identlac.-Jan Produce 6L a cu LbDDO Name(P PAULA s.O1NE1L,Ph.D.PASCO CLERK S COMPT6ROLLER 07/03/2018 09, 65 am I 386 of I pgg ANGELA HAYWOOD 979 OR SK PG Florida Notary Public-State of FI ,�1 S 0 1% Commission#FF 912551 My COMM.Expires Aug 24,2019 Bonded through National Notary Assn.