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HomeMy WebLinkAboutBuilding Permit Application i ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED _ Date: Permit Number: 1 o5 -03ao Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential (PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSEDD2 IMPROVEMENT LOCATION: Address: �y 6 _Mf Is- Tc)yA- \e,��� T-1- Legal Description: L Y: 1W VEW SkC1�S S?A &Y) �w 'Property Tax ID#: jy�2 �bV��(� � ('� Lot No. Site Plan Name: 9 � \\'' Block No. �l9 Project Name: L�1 C�� � OL Setbacks Front _ Back: Right Side: 2 Left Side: DETAILED DESCRIPTION OF WORK: pe c\� A-o \,k qA MOQk CONSTRUCTION INFORMATION: itiona work toe e orme under this permit-check a appy: HVAC 13 Gas Tank F]Gas Piping _Shutters Windows/Doors 11 Electric 0 Plumbing []Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: S Ft.of First Floor: Cost of Construction:$ 1�I� Utilities. Sewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Name: \K) 2 `T- Address:s� _�- 'L\W( A� Company: City: 0, � :�)Xeo0p_ State:T__C_ Address: Zip Code: Fax: City: Stater Phone No. n\ ��i `�1 Zip Code: Fax:� 3q2-21�� E-Mail: Phone No. q!�\,A-�QZ-UkW 1.:� PM--ZaA Fill in fee simple Title Holder on next page(if different E-Mail: from the Owner listed above) State or County License: If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. i I SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION;: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: X Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: X Not Applicable BONDING COMPANY: x Not Applicable Name: Name: Address: Address: I City: City: Zip: Phone: Zip: Phone: I lcertify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure Which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for Improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing,consult with lender or an attorney before Com cin work or recording our Notice of Comm en em S Signa ct re of Owner/Lessee/Contraor as Agent for Owner Si a o n c r/License Holder STATE OF FLORIDA STA LO IDA COUNTY OF 5A114'r' WGE COUNTY OF he forgoing instrument was acknowledged before me The fo oing instr men�was acknowledgeefore me this'1� day of &?(UL 20 IS by this�day of 20 by L31 C% WAYNE THOMAS BURNETT (Name of perso g+rtg) (Name of person acknowledging) I i(Signature of Notary Public-State of Florida) (Signa ure T otary Public tate of Florida) Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Produced o�cY PL9gPUtIIIC State of Florida C mmission No. Commission No. `; ( sco M Almeida JA ETTE L LUNN Q My Commission GG 139459 �� MY COMMISSION#GG03299 Ex ires 08/29/2021 I"' EXPIRES August 07,2020 Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW iDATE ;COMPLETE i INITIALS MIN.EMBEDMENT ]"I �J TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V- UR.fM11yLKlUuu tr BY OTHERS WINDOW SYSTEMS ft MIN.EDGE DIST. 1/4"MAX.SHIMt ABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4°MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS W W W.CWS.CC SEE TABLE 1 MIN.EMBEDMENT oDGE DIST. SEE TABLE 1 ABLE 1 PERIMETER SEALANT 8100 PVC BYINSTALLER INSIDE AND OUT TABLE 1 SINGLE HUNG SEALANT BEHIND 0 d Q SEE TABLEDMENT IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM o ¢ZoPERIMETER SEALANT Z W-1° QtW❑WEALANT BY INSTALLER W ZOIR INSIDE AND OUT ❑ ¢w 3}O it�m lLHW Zh��S UT INSTALLATION ANCHOR Z Z22QINSTALLATION ANCHOR IND SEE TABLE 1 U O F-O(j =O W FLANGE BY INSTALLER SEALANT BEHIND ❑ Z— Z Z I_j SEE TABLE 1 FIN BY INSTALLER Z 0(9❑ —j U— B HOR¢ONTAL SECTION C HORIZONTAL SECTION zowz} Q LL w o 2 U-Z 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE F..f-H HEAD AND SILL SIMILAR FOR FIN INSTALLATION ¢ O >7 3 ZO m W LLw Co Lu fAW�OJfgF- z- a _ ix _J ~a. w wv�2 03 1/4"MAX.SHIM a F- a a SEALANT BEHIND FLANGE BY INSTALLER 0 tt0RE �� PERIMETER SEALANTMIN.EMBEDMENT . �:GQ�,.•�LC E N Sh.'C/- BY INSTALLER :J; %'tri SEE TABLE 1 v. No 582D1 11 INSIDE AND OUT *= SUBSTRATE BY OTHERS Q ..FTATE SEE TABLE 1 MIN.EDGE DIST. O R 1 -•'�j��.` SEE TABLE 1 A VERTICAL SECTION 4 ,/,,eS�ONAIt�►,,` 6 TYPICAL SILL ANCHORAGE z� TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 F ANCHOR TYPE MIwmm3EmmmrT. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201 GROUT FdLED CMU(117 PCF MIN.) 3116"fTW TAPCON 1" PERIMETER SEALANT 1239 JABARA AVE.BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C.90) 3/16"ELCO ULTRACON 1-1/4" 2-11T 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"RW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2XMIN.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 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLNG SCREW THRU 0.060" 7/16" ADE 06/10/08 OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)) 7f16^ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 D 118'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN- 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16^ SHOWN FOR FLANGE WINDOWS. scALE: SHEET 1:2 60F6 1/4/2018 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I, BCIS Site Map I Unks I Search Florida - p ' C.)Product Approval r ��.USER:Public User Uva Product Annroval Menu>Product or Application Search>Application List>Application Detall • FL# FL16177-R2 Application Type Revision Code Version 2017 j Application Status Approved i Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 j (352)368-6922 Ext 245 j kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category (ED Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ci Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvalReport812C.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https:/twww.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBIPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2 114/2018 Florida Building Code Online " Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill anchors required.Safety FL16177 R2 AE EvalRenort812C.Ddf glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party:Yes complies to ASTM E1300-04. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S., please click hg=. Product Approval Accepts: © e 9 M f T ;Credit°Card � 5afe htt s://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxisgtjUObEAbzoQ%3dg/o3d 2/2 I URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812C i August 29,2017 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6th Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner,P.E. 3) Test Report NCTL-210-3815-1A, -2, and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/1.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane.Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. `1111 s spirit � �l,�ii Lucas r' Na 58201 Turner 2017-08-30 =` STATE OF 16:11+20:00fi p �;\��,= 8/29/2017 '+,,�` .'••.Q R.�.. ,.' Lucas A. Turner, P.E. FL PE#58201 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN ISDESIGNED AND MANUFACTURED a0/�og• WINDOW SYSTEMSTO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8•MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:°ODC. 51 7/8•MAX uNrr WIDTH SINGLE.HUNG 4.DESIGN PRESSURE RATING: IMPACT 4711/16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Z a 3 INFILTRATION TEST PRESSURE AND GLASS TABLES Fa- O W y W 0 -- ASTM E-1300-04e01/09. Z w-j❑ ¢k O w LU ZOZ W_ t= 63° _ __ __ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 9 H co§Z 0 x�2 MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z=m a o!W p p OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O H O(j¢=H K FLANGE ANCHOR CALCULATIONS. Z U)Z Z F~ _y HEIGHT O Z 0z0NZ�UU B I B 2613/16• 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE 4 I-- O u. I GLASS NOT REQUIRED. ¢3Q O F U x Z ui I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w LL O�3 O W to w 81314° I I I USED AT FIXED MEETING RAIL AND JAMB. a Z=0. r j p wH0 D-=ir} HE GHT UN 8.SERIES/MODEL DESIGNATION SH-8100. = a Lu 3 w rn a F- o 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: t1tulouH I I X=OPERABLE SASH,O=FIXED SASH 0�P. OREW tAv 30 3/16• I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR26 7/8" 41`ci,`G,••��G£NSF°•�/.''.� MAX. GLASS LOCATION. zi No 58201 ?0 HEIGHT X DLO g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM 90TH ENDS. 5 ^ro- :¢z 13% STATE OF I ............E�►`�� LucasTurne A q r 6 451/16" 2017-09-22 GLASS DLO 13:36-04:00 48 3/8° 9/22/2017 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG#: REV.: SECTION VIEWS.................................3 RATING EXTRUSIONS&B.O.M........................4 CWS-812 C ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF 6 WINDOW SYS'S'EPiS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8100 PVC SINGLE HUNG IMPACT z3 azo ¢ o kaw 7/B'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS OZO F Oa QwI-�O O xU z aZ - 6(1/8'ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED o z- i z O :) 7/16"AIRSPACE 7/16'AIRSPACE v i Z V u)z pLL U 5/16"LAMINATED GLASS 5/16'LAMINATED GLASS w <<3:0w- 0 w O l=O Z 1/8'ANNEALED 1/8"ANNEALED w W O w O w cn w .090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT a0 w P O as= } 1/8•ANNEALED 1/8•ANNEALED a H a D:�'a QUANEXDURASEAL QUANEXDURASEAL IG SPACER IG SPACER ���W)REW����i4 47 PURFECT GLAZE"H"OR SIKAFLEX 552 47 PURFECT GLAZE"H"OR SIKAFLEX 552 ���� ...... $•T��Q��i� No 58201 14 1/2"GLASS BITE 14 1/2"GLASS BRE S Z*. �,G :9• STATE OF .W a�•,s .�A/�: 3 �yF �ORIQP'��a�� 1 1 'Flit ONA; NC?�` 0 SASH LITE - FIXED LITE 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWNBY: DATE: BAT 06/18/12 _ DWG i/: REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 11E: 20F6 1:1 2 OF 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 45 3 53 12 38 13 3 3 4 45 Q 8100 PVC D 0 e SINGLE HUNG D woo IMPACT 0 45 Q Z 3 az3 1 od z W J a a W a W w zOz Wk?� 14 3 Z ZSMa�wo= 3 14 54 14 65 66 63 19 4 U 01~-O -< w- SECTION B-B p z m z z D co z O(q:1U- 54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, ¢ F=-u.m O O LL Z RIGHT SIDE SHOWS SASH SECTION VIEW. 2 g O�8�Z- oo�}��o� w W wco)❑w p)w mwa O-jrnl- co 14 39 O W~0 W2o� 40 a ►_- D- X3wa 728 R 1 3 INTERIOR �.•`�`Q�;P'NcEErys 48 No 58201 :'l� 62 8 X90; STATE OF :mow: 14 pill 65 65 10 66 yy 6 3 3 3 9/22/2017 1E U 6 LUCAS A.TURNER,P.E. 2 4 FL PE#58201 3 1239 JABARA AVE. 3o NORTH PORT,FL 34288 0 PH.941-380-1574 D SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 3 OF 6 PARTS LIST FRAME CORNER ITEM PART# DESCRIPTION VENDOR MATERIAL CONSTRUCTION 3 1/8° 1 Hf031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl WINDOW SYSTEMS 2 H-6031 Main Fr.,SH,w/Flg:,PVC,Sill Mikron Vinyl 1 1 15/16" p y16° WI D 44TH AVE. 3 H3031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vin I 2 i� OCALA,FLORIDA 34474 Y �I 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl e WWW,CWS.CC 6 S-1577 Impact Hook Keymark Alum 3 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16' 4 15/8" q 1'/8. 9 1 H-1497 lReinf.Sash Meet.Rail Keymark Alum 1/16' L 1/16• 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl ppppl� 1/16° CORNER WELD 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl O IALL'g ES) SINGLE HUNG 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S3013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl 19 "014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112, P o w O <l---w W❑ 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3/16° 37 W w O z < D =M OD' m 23 H-1699 Reinforcement,SBR Keymark Alum 7/8" 1 1 0 H W z 0 w _ 24 P-2190 Balance BSI 9116^� 25 P3059 Sash Cam,PVC BSI Plastic Z Z 0 Q w O O TI�I L� �J O O I—O Q 26 P3048 Take Out Clip BSI SS 0 O" 1 5/8° 21/8° 1116" U U cn=-U D I=—a~)nU. 27 P-3783 Lock,Impact,PVC Interlock FIXED MEETING RAIL O Z z U Z Z 1/16 SCREWED TOGETHER WITH ZZ O C7�uj—j U� Lri1/16' OUTERFRAME Q F—LL 0 0 LL U 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 -3 p w—=O? 30 P3215 Weep Co%erw/Flap Gaer Plastic REINF,IMPACT HOOK-1112 Q 2 Q I—V C Z,6 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray UltrafabPVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w O Cl y p w Vi w 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a ?2 a JO Ln� 38 P3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5116° 9/16" O =F- w=i 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2° 1 1/8"1 T I— a ��a. 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel 0 I 1 5/16° ptnUp 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" 1/188" 1 5/16° 11189 ���PS%%j1DR�.Ns'T�����, 45 P3752 Cap Plug,1/2"Hole M&M Nylon 1— I 045" 47 P3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 48 P3352 Set.Blk.,85 Dur.,1/8"x 518"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 No 58201 t-A 51 P3881 Temporary Lbl.(NFRC/DP) 52 P-3613 CWS Lbl.(logo) Pro Label �I ^o= e 4 53 Sash SEE SHEET GLASS 314°� 3/4° 518° 1/ I� �9� STATE of ;mow 54 Fixed SEE SHEET2 GLASS 3/16" 9 I � FSF O R l , O 3 14 ii L Q P:���� 56 P-3281 Spacer Duraseal T 13 15/116' 1/16° 1� 1/16' 7/�� ,,����/tOjjp�µ►��,,` 62 P-3218 Screen Frame,Horiz. Allmetal Alum 1 1/16° J III��� .l_ 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth,18 x 16 Fiberglass Betterwe Fiberglass 66 P3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl r 67 P-3029 Screen Pull Tab Summit Alum 9/22/2017 68 P3033 Screen Spring,SS FI.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3116. FL PE#58201 72.1 Sf063 Coder,Fixed Rail Mikron Vinyl I O 1239 JABARA AVE. 73 1 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P3541 #8 x 1/2°,Pan Head,TEK' Fastenal Steel PH.941-380-1574 1 5/16° 1/2' SHEET DESCRIPTION: LINE ITEMS NOT USED: 5" 3116 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 s i 3° ---1BOM AND EXTRUSIONS 7/8' 1/16• -rO 0 T SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577DWG#: REV.: CWS-812 C NOTE:GALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 4OF6 6"MAX.(TVP.) 17•MAX O.C.(TYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC I I SEE NOTE 2 8100 PVC MAX o C. I I SINGLE HUNG (TYP-) IMPACT L O INSTALLATION ANCHOR(TYP.) I I ¢ z ?: aiLziwOp I I Z fu—la ¢k O W W ZOZ ZC m zw }0w3m LL I—Lu Z H Lw —2nrtcL U U-0aa�WO0 4'(fYP.) I I CL O ZZZI-=M 00, U y U— I I } a30W-=Oz X ~UtZtn 10 112" W O0�293:2 MAX O.C. LLTw p-jyf_ I ii ri I a I-- a w�'a Ll �p►tuu,+�� ��.G�•.��C EN SF•.:Py��. 4°(TYP.)— (—'-0 ANCHORS REQUIRED IN SILL No 58201 :�-A % ANCHOR LAYOUT-(FLANGE) "D= :at '9STATE OF ,tum NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 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 ;4zCONSTRUCTED 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. 9/22/2017 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#58201 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 6. 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. SHEET DESCRPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-812 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA*AAMA100(FINWINDOWS),FMAIAAMA200(FLANGEWINDOWS), FMAIWDMA250(BOXWINDOWS),FMA/AAMAIWDMA300(EXSHEET TERIORDOORS) 1:15 50E TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT WINDOW SYSTEPIS I��/1 MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERSW W W.CW S.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC BYINSTALLER NSIDEAN OUT INSTALLATSEE TABLE SINGLE HUNG SEALANT BEHIND C� SEEI'ABLEIONANCHOR IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM pp Z aZ� 11 F- ❑WO aWaW 00 W ZO? w—L o atn }00 3m PERIMETER SEALANT LL F-W Z F3:N 2 BYINSTALLER Z Z x m a w W 0 0 INSTALLATION ANCHOR INSIDE AND OUT V U,OF Z a a SEE TABLE 1 SEALANT BEHIND O Z'3 CO 2 to FLANGE BY INSTALLER O Z 0 y Z 0 0 H-LL2OOLL } a30W_20Z CONTINUOUS DOUBLE 3/16"BEADS OF B HORIZONTAL SECTION Q a}N U!=Z Uj 6 TYPICAL JAMB ANCHORAGE F- F-}2�0 w TREMGLAZE U1600 SEALANT AROUND W 0 0 t2 O W V1 W PERIMETER AT ALL INDICATED POINTS Z fn w 0_j(D F BETWEEN FRAME AND BUCK BY INSTALLER. (L 2 D. w 0�m O WHO axxU) 1/4'MAX.SHIM (L f- D. W 3 a SEALANT BEHIND FLANGE BY INSTALLER `�p���Pp10RE W T i�i� PERIMETER SEALANT ;;GQ�;.��C£fJ S�4•Q2�, BY INSTALLER MIN.EMBEDMENT INSIDE AND OUT SEE TABLE 1 No *8201 '.• SUBSTRATE BY OTHERS �••FTATE OP �w SEE TABLE 1 MIN.EDGE DIST. i��,�s• O R 10••'G�`.� SEE TABLE 1 �A� VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE 9/22/2017 TABLE 1:APPROVED I LATION FASTENERS LUCAS A.TURNER,P.E. ANCHOR TYPE MIN.EMBEDMENT FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-11T 1-1/8" BY INSTALLER NORTH PORT,FL 34288 HOLLO INSIDE AND OUT HORIZONTAL SECTION PH.941-360-1574 C CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1' 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"RW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KW IK-FLEXOR ITW FULL THREAD BAT 06/18/12 (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#: REV.: 1/8"ALUM.(33 K T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6 a