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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED q6.y,(I ^ Date: D • �"1 Permit Number: I .Cf �: k c-GENE@ �� 0 7 2019 Building Permit Applicatiop_ Lucie Planning and Development Services ICounty, permitting Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT TYPE: Residential - Windows 11W� [w4YA `�!T/ Rr� ? x�� 'a. Address: 5800 Deer Run Dr. Fort Pierce, FL 34951 Property Tax ID#: 1313-502-0125-000-7 Lot No.548 Site Plan Name: Block No. Project Name: I7ETA[�.ED DESCRIPTIO D WC}RK a x,�s_. . s .,a•�. Replace existing (3)windows with impact. CONS TRUCTIC3 �INFOFMATPN � ss. Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters Windows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: 3,322 Sq. Ft.of First Floor: Cost of Construction: $ 2,705 Utilities: _Sewer _Septic Building Height: �OWERS LESSEE l /' ' CoNTRICTOR µ `` yea ='.4�td�. Name Trew, Philip' Name:Ronald Kromhout Address:5800 Deer Run Dr. Company:Ronald Kromhout General Contractor, Inc. City: Fort Pierce State:_ Address:4500 5th Place SW Zip Code: 34951 Fax: City: Vero Beach State:FL Phone No.772-971-9950 Zip Code: 32968 Fax: E-Mail: Phone No 772-473-4597 Fill in fee simple Title Holder on next page(if different E-Mail kromhoutron@gmail.com from the Owner listed above) State or County License CGCO23856 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SCJ�PLEMEIUTALCOf51`RtJ�CTf�NL;1N,�LAW N�QRMAT1tN ,• '� a , DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Signature of Owner Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF O QA�a COUNTY OF �/D Ud_i Z The or oing instru ent was acknowledge before me The forgoing instru ent was a knowledged before me this day of 20 f� by this —day of 20--fICI by -I&lk 1181,Ef_��'&,Mhbe) ao n cul c-A NKM OAhbuj Name of person making statement. Name of person making statement. Personally Known OR Produced Identification Personally Known "XOR Produced Identification Type of Identif 'on Type of Identification Produced Produced 1110 (Sign ture of No ar Pub ic-State o Florida)- (Signature of Notary P :1PpY Pv�, KARE� • ' CHERIE L'�BRUMI�' N,�S N�1IELSEN :�' : [ Commission No. ao �'; to of Fldr����Notary Public Commission No. =': •= MY COMA"#FF97698& 'c Commission #GG 207484 EXPIRES April 05.2020 oMy Commission Ex fires c' " Juno 12, 2022 AM;3a. rwimotan service.com REVIEWS FRUN I LU IN I im t3 S R PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Te—v-. r' RECEIVE Planning & Development Services Department AUG 0 7 2019 Building & Regulations Division sr. Lucie County, Permitting Product Review Affidavit Building Permit# Owners Name Applicant: Trew, Philip Ronald Kromhout General Contractor, Inc. Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows +70/-70 CWS SH-8100 16177.1 Impact Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: seal Design Prof: Cert.No. Date: MiNy w1 ,�' i^ ��r{w�£�.f�a••s�'f ,,Ya 'C '• ffMM �`N'�'n�f�Y4-'F a F a *yjY ig ql�F r7 L rv:t 1S pbt T -MON..s�,. �• z W Hill's94 ra M r,},.�fir ,,��,+r rr. fi >�+`E F y, iGYn +7��;�k U Un U 7' U rIN1 n .. tR 4I uj k7rI ,..� �E"r�� � NO MV Um - Oyf� N . i�. • - �, I fu t� Kµ BCIS Home Log In ( User Registration ? Hot Topics Submit Surcharge ( Stats&Facts Publications ! Contact Us �e1 BCIS Site Map Links ySearch 10 ida Product Approval RECEIVED -USER:Public User Product Approval Menu>Product or Application Search>Application List AUG 0 7 2019 ST. Lucie County, Permitting Search Criteria Refine Search Code Version 2017 FL# 16177.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL16177-112 Revision Custom Window Systems Inc. Steven M. Urich,PE Approved History FL#: FL16177.1 (717)317-8454 Model:SH-8100 PVC Single Hung Description:SH-8100 PVC Single Hung Impact Resistant window. Category:Windows Subcategory:Single Hung *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copy!ight 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 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: ® Cw _ Credit CPYtl .'i GENERAL NOTES: SINGLE HUNG = LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO 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 RECEIVED 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8'MAX.OVERALL FLANGE WIDTH 8100 PVC 517/8'MAX.UNIT WIDTH 3.CONFIGURATIONS:"OIX°. SINGLE HUNG AUG 0 7 2019 4.DESIGN PRESSURE RATING: IMPACT 47 11/16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND . Lucie County, Permitting GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER z INFILTRATION TEST PRESSURE AND GLASS TABLES F <w p - --- - ASTM E-1300 04e01f09. z w O a O w p w w ZOZ D_'rzF- 63" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED g H Co 3:Z O MAX, IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z= ¢ w 0 p OVERALL I I DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 F 0 d¢a=F x HEIGHT ANCHOR CALCULATIONS. p z So Z Z H�y B O I B 2613/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Q -Z o w z0 O LL Z I GLASS NOT REQUIRED. 2 3¢O~H H Z- 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w loo (0 0 w m w 61 4" I I I USED AT FIXED MEETING RAIL AND JAMB. a Z 2 a 0 OJ w UNIT O Ul 0 W=�>_ HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. w = D- D I- 7'OL 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: «gayys„r" ` X=OPERABLE SASH,0=FIXED SASH ,!gyPp DREW flf� . T �• 7 M 26 7/8"3116- I I MAX. 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR .VQo:•�.GENgF VJS J:" SASH `, I GLASS LOCATION. ��� No 58201 =�r HEIGHT X I DLO g 11.EXTERNAL WEEP SLOT=1/4"x 1-114"LOCATED 4"FROM BOTH ENDS. W 6 90:• STATE OF �iP 64 0 10 Q'P`2,�i _= LucasTurne e 7TILE V r 451n6" 2017-09-22 GLASS DLO 13:36-04:00 as 3/6'• 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 ELEVATIONS TABLE OF CONTENTS 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 .�3 V-WINDDOWOW 11SSU�•�n� SYSTEhIS I\�✓/ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT z 3: <Z3 F- OWO (AWaO Z WJO W ZOZ W=?F LL F-W� ZHp�i22 718"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS Z Z=2 Q 0_W p 0 0 0f-OLj¢=FW 118"ANNEALED OR TEMPERED 1/8'ANNEALED OR TEMPERED Z0 Z (n Z Z�j ul ¢ 0 Z V 2 Z O LLZ 0 7116"AIRSPACE 7/16"AIRSPACE } Q�oW020 5/16°LAMINATED GLASS 5116"LAMINATED GLASS 2of 1-V F Z Uj 118°ANNEALED 118'ANNEALED Z co W 0 U)F- it.090° PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT W F 0 d=w} Of Ill cf) 118"ANNEALED 118°ANNEALED d 1 d K a QUANEX DURASEAL QUANEX DURASEAL ►peu��lf IG SPACER IG SPACER Jx'- PURFECT GLAZE"H°OR SIKAFLEX 552 (47�PURFECT GLAZE"H"OR SIKAFLEX 552 ``���oj` .......... No 58201 14 112"GLASS BITE J24 1/2"GLASS BITE • a8 $9% STATE OF �: • ,00, C40FLIp ip 4/ONA�E 0%*� 7 FIXED LITE � SASH 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 DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: CWS-812 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET 1:1 20176 u . INTERIOR VVItJDOW SYS'TEP1S 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 45 32 ©7 53 12 38 13 3 32 24 45 i 8100 PVC 0 ® SINGLE HUNG IMPACT 0 as a z � azo a ❑w0 <woo z w�❑ ¢ w z0Z �k�F_w 14 3 Z z=2 Q Z'0 0 3 14 54 14 65 66 63 19 4 O OHOVQ=Ow SECTION S-B O U co F-z (L �a ❑ z z�❑co ❑ 54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, z a g O O O-Z RIGHT SIDE SHOWS SASH SECTION VIEW. ¢ O j 0 N w LL❑mai❑wmw 14 39 O wH0 WO2>- q0 a F n. ��a 72 1 INTERIOR p%P�••GENS 48 f,: No 58201 14 53 65 10 66 3 3 9/22/2017 18 6 LUCAS A.TURNER,P.E. 2 7a FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34288 O PH.941-380-1574 SHEET DESCRIPTION: i SECTION A-A SECTION VIEWS DRAWN BY: I 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 30F6 y e PAM LIST FRAME CORNER ITEM I PART#t IDESCRIPTION VENDOR MATERIAL 31/6" -{ CONSTRUCTION 0jJ/J(��'j'//))�'L/af/� 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl I UDOWvuv 2 H3031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 11116'�I WINDOW SYSTEMSAVE.3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 I 2 3/16'— 1900 SW 44TH VE. OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,wlFlg.,PVC,R.Jb. Mikron Vinyl 9 6 WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum 4 I� 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 1518" —J 1!18" 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1116" 1116" CORNER W ELD 8100 PVC 10 H-602B Sash Bottom Rail,PVC Mikron VinylL 1/16^ 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl (ALL SIDES) SINGLE HUNG 1:8 13 S-1498 Relnf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl 18 S-6013 Scm.Adapt.,w/Nib,PVC,Hodz. Mikron Vinyl ¢ z ¢z o 19 53014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112 1- Ch w O Q w o rp 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 z w_j o Z w zOz M 13116° O rq—�-OOf�m 23 H-1699 Reinforoement,SBR Keymark Alum 718" 1 1 S r w z F 3t n_ 24 P-2190 Balance BSI 9/13 z Z= ¢ w O O 25 P3059 Sash Cam,PVC BSI Plastic �0 U r j U)O a�Z)Dom., 26 P-3046 Take Out Clip BSI SS 0p --LI�F�" 1 518" 2 1/8" 1/16• FIXED MEETING RAIL p Z—N?Z�_ �_ 27 P-3783 Lock,Impact,PVC Interlock 1/16 1/16 SCREWED WITH Z¢ p z O o z O 0 28 PA069 Keeper,Impact,PVC Interlock Zamac ~ w w O O ro z 1:8 >- ¢�OWHHO- 30 P3215 Wee Coker w/Fla Gaer Plastic REINF.,IMPACT HOOK-1112 Q w O Z uj P P w 00w>>owmw 32 P3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 u-(DW O w w w 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel a Z=D Ir O rn 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5116" 9/16' 0 i 1.-0 W= v} i 39 PA051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 112"- 1 1/8.1 5/16" 1 1/8"-{ a F Q. 3 a 40 P-4264W#8 x 314 FH PH w/#6 Head,TEK,Wht. Hub City SteelT—F o 11mnr, 44 P3342 Seam Sealer,SM-5504 Schnee lie" 18 1 5116" 19 ,�P'%118111111" DREW+t+ti 45 P3752 Cap Plug,1/2"Hole M&M Nylon 1116 045" r -1116" �``,Q5 � 47 P3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 48 P-3352 Set.,Blk.,85 Dur.,1/8"x 5/8"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 7S G 51 P3881 Temporary Lbl.(NFRCIDP) k *� 3/4^� �'�"'� 1/a•—{ �-- «9: STATE of .�lu� 52 P-3613 CWS LbL(logo) Pro Label 5/8" I .}/Il %A 'a� 53 Sash SEE SHEET 2 GLASS 3/4° :O: "kr� 54 Fixed SEE SHEET 2 GLASS 3116" 3 1a i«F........ \=�` 56 P3281 Spacer Duraseal 13 15/16' 1N6^ 1" 9 7/� A� 62 P3218 Screen Frame,Hodz. Allmetal Alum 1/16" ll t+tr 63 P3218 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 P-3321 Screen Frame Comer Key Allmetal Plastic 65 P3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass 7 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab Summit Alum 9/22/2017 68 P3033 Screen Spring,SS FI.Screen SS 70 P3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum p 3/16" FL # 72 S-6063 Coker,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.A 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT, PH.941-380-1574 34288 -1574 74 P3541 #8 x 1/2",Pan Head,TEK Fastenal Steel 41 5116" 1f2" SHEET DESCRIPTION: LINE ITEMS NOT USED: 5^ 3/16 5,7,11,15-17,21-22,29,31,33-36,413,46,49-50,55,57-61,69 s h' -3•� I BOM AND EXTRUSIONS 7J+° I 1/16° � rO D DRAWN BY: DATE: SCREW SUPPORT-3113 BAT 06/18/12 IMPACT HOOK S-1577 DWG#: REV.: CWS-812 C SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 40F6 s^MAX.(TVP.) -1-------C-n"MAX.O.C.(TYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. 6'MAX.(TYP.) OCALA,FLORIDA 34474 -- -- -- W Ww.CwS.Cc SEE NOTE 2 8100 PVC MAX..O.C. I I SINGLE HUNG (TYP.) IMPACT .� O INSTALLATION ANCHOR(TYP.) Z Q I I ci F- OwO <Lu C3 o zOZ }OW?:m -r� z z=2<wwoo n`rc Rna O O F-0 d<=EL P�X 4"(TYP.) I I O Z C7 O?Z F-D(n I I Q OZOOZ=O0 F= u.gOOwZ Y 2�OFHFO 101/ /\ W O"w>—=>wg Qw MAX.O.C. Z m w U)C30_j(A F.. (TYP.) a Z d w O�r of 4^(TYP.) 4"(TYP.) NO ANCHORS REQUIRED IN SILL Z��t No 5$201 •�"•��' ANCHOR LAYOUT-(FLANGE) NOTES: ,i,IsslO�ni 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 �� 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. 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 DESCRIPTION: 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: BAT 06/18/12 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. OWc s: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 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: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE V-(9L�[�(YlU/ •(j/'��" MIN.EMBEDMENT WINDOW SYSTEMS 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 OTHERS WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8�OO PVC BYINSTALLER SEE TAB LEI INS DE AND OUT INSTALLATIONSINGLE HUNG SEALANT BEHIND O SEETABLEIANCHOR IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM Q ZQ Z�: h awo wwoo Z W-iO I O a0O E>-0Wm PERIMETER SEALANT L- I-W Z I-3r 2_ BYINSTALLER Z Z=2 Q w W O O INSIDE AND OUT 0 O H-0 U Q=I.-W INSTALLATION ANCHOR- O 0�rp Z D.I-.cn D_ SEE TABLE I Z pOH-Z�U� SEALANT BEHIND FLANGE BY INSTALLERQ —Z LL(OZO O LL Z > Q30w—x0_ B HORIZONTAL SECTION Q 2 �U t=Z uj CONTINUOUS DOUBLE 3116"BEADS OF 6 T AROUND TYPICAL JAMB ANCHORAGE F 0 0 Y= O� PERIMETREMGTER AT ALL INDICATED E U1600 POINTS co w ER z�W O- BETWEEN FRAME AND BUCK BY INSTALLER. D- =D- 0_0 w _~ofW�WEn 1/4"MAX.SHIM o_ F- D' D_ D. SEALANT BEHIND FLANGE BY INSTALLER ",,% aF�DtREW+T tt � I ���GQG;.��0ERIgF%P PERIMETER SEALANT EMBEDMENT �� ?N- MIN. �r No 58201 ;76 BYINSTALLER SEE TABLE I INSIDE AND OUT pro; 49• STATE OF 1 . SUBSTRATSEE TABLEE BY OTHERS r- I MIN.EDGE DIST. i 4 O R� SEE TABLE 1 ! � fs q VERTICAL SECTION �+t,�lntttttt 6 TYPICAL SILL ANCHORAGE y 0 9/2 0 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON V 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 3116"ITW 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 1-318" 7/8'• UP TO AND INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY:. I DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR fIVH FULL THREAD BAT 06/18/12 1 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW 7HRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16° PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 C SCALE: 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. I SHEET 1.2 60F6