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OFFICE USE ONLY - DATE FILED: n PLAN REVIEW FEE: RECEIPT NO.: / � RMIT NUMBER: 11( CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCANNED Ft. Pierce, FL 34982-5652 BY 772462-1553 St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 11 1. LOCATION/SITE A'D/DRESS: 113D 2. PROJECT NAME: !� i C,' , gi SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): L l& Pr-06 — V N I-i I ` -N k. `7 kV I' } M" 15 oa rJ O 2 (55i - 2q 16-1 r, 235'7 - I lbm 5. PLAT BOOK 135-) 6. PAGE NO. 2 G] 7. BLOCK NO. '7 -�!) 8. LOT NO. 1 -1 9. PARCEL SIZE (ACRES/SQ FT.): 95 X 13 5 LOT DIMENSIONS: C0j I-2-s- 10. COMPL ETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: �O C'--) 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] 4ESIDENTIAL [ ] COM IAL [ ] INDUSTRIAL [(OTHER (SPECIFY) i7 2. q',t,d 11 t4^TI C>" DESCRIPTION OF PROPOSED USE: I W j ,) 6.610 SQ. FT OF CONSTRUCTION: VALUE OF CONSTRUCTION: $ ,O • WINcnrrM��/M 15. SF. FT 1 st FLOOR The value of construction is used to determine the amount of permit fees to be assessed St Lucie County reserves the right to question and/or modify, the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 Ull'DATED 6/25/09 i OWNER INFORMATION NAME: (L► /., 1 �'L �x� IL" W _0t r�� "� f�l A\ %t P 17 ADDRESS: 50 x4 -T:kSo a4> l e-h. I' CITY: �UJZ7771- l -e. e-- STATE: ZIP: '3249 5 1 PHONE (DAYTmm): (%% 4 to l - -% 0 % Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER -- ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): CONTRACTOR INFORMATION ST. of FL REG.CERT #: C. &C 1.50,1 7 5 1 BUSINESS NAME: AM y T44 / /J G E k� � QUALIFIERS NAME: t ADDRESS: �J �b t J �Ck ST. LUCIE COUNTY CERT #: �-) AD y 4 I CITY: I I le -A M UtiffJ, STATE: 'rL, ZIP: PHONE (DAYTIME): 0i U ZZ10"-) UeR FAXr](D?5 Email: ARCHPT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER ADDRESS: CITY: STATE: :1110413 STATE: ZIP: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. 1 1 I OFFICE USE ONLY I BP #: I I \ CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any.covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. da,__9 OWNER R CONTRACTOR SIGNATUPX STATE OF FL A COUNTY OF L.t.LC.�� The foregoing instrument was acknowledged before me this day of ��� 20 1 , by App_j� mcy_ � iL GVu s� who is personally known l/ or has produced n On as identification. gnature of Notary 11 STATE OF FLORIDA "p" ' COUNTY OF _L�r (%yti _ x JJ(2, The foregoing instrument was acknowledged before �b me this day of �j , 20�� by�g� who is personally known or has produced as identification. J §Ri nature of Not ry OK Commission No. 7-1 4, i ea SHERI L COOq( Commission No. = '�! •�. T(Soa �SION #ODD799• =•: *= MY C MY COMMISSION # DD799431 `,.� EXPIRES June 22,2012 fEXPIRES June 22, 2012¢?;;;' (407) 398-0153 FloridFjNoterySsrv« Com •, ryService.com NOTE: TWO (2) SIGN A 3 3 ATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3560323 OR BOOK 32,,: PAGE 1578, Recorded 02/08/2(�`,,at 10:47 AM l FEER R .CORD-RE't'rrRN T0: PERMIT NUMBER: NOTICE OF COWMNCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: h 5o I " LD 0-7 <00.q Z -CCX7- i SrfBnrwginN LVJ P Ttunric rl -S qm..-T i AT I j — -- - ......r. '--I 9 3D y_ ras o d l� l e� I c� • �-r 2. GENERAL DESCRIPTION OF IMPRO/ ENT: 3. OWNER INFORMATION: a. Name Hi >IZ 1 L. b. Address . I Ou -1 rCCSQ Ko b k4a S d. Name and address of fee simple titleholder (if other than 4. CONTRACTOR'S NAME, ADDRESS AND PHONE M i+J / A) L O c. interest in property 100 I7 k3 G 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER 9. Expiration -date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) _ , 20 IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF D MENCEM NT MUST BE RECORDED AND r POSTED ON THE JOB SIIE BEFORE TNF FIRST INSPECTION. IF YOU INTEND TO OBTAIN FiNANr'tNr: rowcrnT wren vnrro r Q Signature of Owner or Print Name and Provide Signatory's Title/Otfke Z C:) cc Owner's Authorized Officer/Director/Partner/Manager (-- Q � = O v State of Florida p ry v e County of • Z-UC-t e O a c -' u The foregoing instrument was acknowledged �efo me this � day of __ � 7g- By Pit t. ( ofperson) C t� C O O (Type of authority...e.g. Owner, officer, Wstee, Eto Jy�i a� For �lL+ �` Q C.03 W o (NaA of party on behalf of whom insWment as executed) Personally Known_✓orproduced the following*jpooacc Z } COOK Y COMMISSION # DD79943i Tinted Name of Notary Public) (Signature of Notary Public) M EXPIRES June 22, z012 Under penalties of `'"" pe perjury, I declare that I have read the foregoing and that the facts in it a to the best of my knowledge and belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: By: 041n...� By Rev. O&MV2DW(Recordi") �' 3 ..J�L.• ..W raj �vi•�� ��Y w ij /!Awn4ww •- __ BCIS Home I Log In I User Registration I Hot Topics . Submit Surcharge I Stats & Facts Publications ; FBC Staff BCIS Site Map Links Search r!T NO Product Approval ■ - -- USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7960-,R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Trinity Glass International Address/Phone/Email 4621 192nd Street East Tacoma, WA 98446 (253) 875-7300 rickw@rwbldgconsultants.com Authorized Signature Andrew Na rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer idl Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. D Validation Checklist - Hardcopy Received Certificate of Independence FL7960 R3 COI CERT OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1300 2002 ASTM E1300 2004 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code hq ://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtbtbZF D/o2fAIq... 2/ 15/2011 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 1. Summary of Products Method 1 Option D 01/07/2009 01/09/2009 01/15/2009 02/03/2009 FL # IlModel. Number or Name IlDescription 7960.1 a. Flus� azed Fiberglass,D_ oor, P Single Flush Glazed "Impact" Fiberglass Door - Outswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7960 R3 II INST 7960.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7960.1 for Design Pressure Ratings, FL7960 R3 AE EQ-E84-05-04.pdf any additional use limitations, installation instructions FL7960 R3 AE EVAL 7960.1.odf and product particulars. (Note - ASTM E1300-02 utilized Created by Independent Third Party: Yes for areas inside the HVHZ) 7960.2 b. Flush Glazed Fiberglass Door 6'8 Single with Sidelite Flush Glazed "Impact" Fiberglass Door - Outswing (OX or XO) Continuous Head and Sill Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7960 R3 II INST 7960.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7960.2 for Design Pressure Ratings, FL7960 R3 AE EO-E84-05-04.pdf any additional use limitations, installation instructions FL7960 R3 AE EVAL 7960.2.pdf and product particulars. (Note - ASTM E1300-02 utilized Created by Independent Third Party: Yes for areas inside the HVHZ) 7960.3 c. Flush Glazed Fiberglass Door 6'8 Single with Sidelite Flush Glazed "Impact" Fiberglass Door - Outswing (OX or XO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7960 R3 II INST 7960.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7960.3 for Design Pressure Ratings, FL7960 R3 AE EQ-E84-05-04.pdf any additional use limitations, installation instructions FL7960 R3 AE EVAL 7960.3.pdf and product particulars. (Note - ASTM E1300-02 utilized Created by Independent Third Party: Yes for areas inside the HVHZ) 7960.4 d. Flush Glazed Fiberglass Door 6'8 Single with Sidelites Flush Glazed "Impact" Fiberglass Door - Outswing (OXO) Continuous Head and Sill Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7960 R3 II INST 7960.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7960.4 for Design Pressure Ratings, FL7960 R3 AE EQ-E84-05-04.pdf any additional use limitations, installation instructions FL7960 R3 AE EVAL 7960.4.pdf and product particulars. (Note - ASTM E1300-02 utilized Created by Independent Third Party: Yes for areas inside the HVHZ) 7960.5 e. Flush Glazed Fiberglass Door 6'8 Single with Sidelites Flush Glazed "Impact" Fiberglass Door - Outswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7960 R3 II INST 7960.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7960.5 for Design Pressure Ratings, FL7960 R3 AE EO-E84-05-04.pdf any additional use limitations, installation instructions FL7960 R3 AE EVAL 7960.5.pdf and product particulars. (Note - ASTM E1300-02 utilized Created by Independent Third Party: Yes for areas inside the HVHZ) http ://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtbtbZF%2fAIq... 2/ 15/2011 Florida Building Code Online 7960.6 f. Flush Glazed Fiberglass Door 678 Double Flush Glazed "Impact" Fiberglass Door - Outswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7960 R3 II INST 7960.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7960.6 for Design Pressure Ratings, FL7960 R3 AE E0-E84-05-04.odf additional use limitations, installation instructions FL7960 R3 AE EVAL 7960.6.odf ,any and product particulars. (Note - ASTM E1300-02 utilized Created by Independent Third Party: Yes for areas inside the HVHZ) 7960.7 g. Flush Glazed Fiberglass Door 6'8 Double with Sidelites Flush Glazed "Impact" Fiberglass Door - Outswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7960 R3 II INST 7960.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7960.7 for Design Pressure Ratings, FL7960 R3 AE EO-E84-05-04.odf additional use limitations, installation instructions FL7960 R3 AE EVAL 7960.7.odf ,any and product particulars. (Note - ASTM E1300-02 utilized Created by Independent Third Party: Yes for areas inside the HVHZ) Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: OM cCheck M securitvut-clues RV�rlslanfllmmm Trusted , V 010 hq://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbtbZF%2fAIq... 2/ 15/2011 r Florida Building Code Online I, - Page 1 of 1 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 search 'i Product Approval USER: Public User / Product Approval Menu > Product or ADDlication Search > Application List Search Criteria Refine Search Code Version 2007 FL# 7960.1 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#. Tvoe Manufacturer Validated By Status F L-70,150- Revision Trinity_Glass.International FL*: FL7966A Ryan J. King, P.E. Approved R3.:^: History Model: a. Flush Glazed Fiberglass Door (813) 787- Description: 6'8 Single Flush Glazed "Impact" Fiberglass Door - 8283 Outswing (X) Configuration Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. I Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 O 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ® ® 91 M smuritvsurnucss Ver 5 a rru3tad YCRJfYY http://www.floridabuilding.org/pr/pr�_appjst.aspx 2/1/2011 "7,trin "-,- i N T E '4621 192nd STREET EAST TACOMA, WA 98446 FLUSH -GLAZED FIBERGLASS DOOR OUTSWING "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Bulding Code (FBC) structural requirements including the "Nigh Velocity Hurricane Zone" (HVHZ). 2: Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the 2007 FBC and does not require an impact resistant covering. 4. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not need to be protected with an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined In ASTM El996. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for "HVHZ". TABLE OF CONT&M SHEETtt DESCRIMON i Typicol elevations, design pressures &general notes 2 Door panel construction details & glaring details (rectangular) 3 Door panel construction detcHs & glaring details (oval) 4 Horizontal cross sections 5 Vertical cross sections 6 Horizontal & verticol cross sections 7 Horizontal & vertical cross sections 8 latick and frame anchoring -2X buck masonry construction 9 Frame anchoring-1X buck mosonry construction 10 Components I] Bill of materials G it 37.50" MAX. O.A. FRAME WIDTH X O O i DOOR WiTH RECTANGULAR LiTE 37.59' MAX. O.A. FRAME WIDTH 1 DOOR WITH OVAL LITE MAX. FRAME-. ;.GLASS DESiGN.PRESSURE (PSF)- .,". - PQSRNE, ;NEGATNE, SWING : . .:DIMENSION "` TYPE OUTSWING (RECTANGULAR) 37.50'x80.75" G1'G2 & G3 +60.0 40.0 OUTSWING (OVAL) 37.50"x80.75" G1,G4 +75.0 -75.0 rwc. srr JK au. er: LFS FL-796O.1 T _L or V 35.75" MAX. 21.Oa' —� PANEL WIDTH MAX. D.V% I i = d a � v n DETAIL I 7 DOORPANEL I wo6re 'Vz � U o � 32 t" SEE DETAIL 2 .5" GLASS BYTE 38 �36 7�F�— , "I ', f EE ETAIII_! L. GI GLAZI G DET I !.36" I O.la' %i�1 LATCN ME _ uv u AND LOCK BLOCK POLYURETHANE FOAMED _necer_i wee YARN REINFORCEMENT DETAIL �--FIBERGLASS SKIN EXTERI INTERI l HORIZONTAL CROSS SECTION lll2j .S' GLASS SITE I"OATHKGLASS 37 36 �— I/8"TEMPERED GLASS AIRSPACE I 1/8"ANNEALED GLASS � 0,09a' PVB WTERLAYER DUPONT BUTACRE 1/8" ANNEALED 40 GLASS I"OA.THKGLASS 1/1T"TEMPERED GLASS AIR SPACE 1/$"ANNEALED INTERIOR GLASS 0.0907' PVB INTERLAYER DUPONT BUTACITE 1 /8" ANNEALED GLASS 1.587 G2 GLAZING DETAIL I I i .5•GLASSBYTE ? 38 37 36 0.31" 32 INGE STtIE f � � �_ I G3 GLAZING DETAIL o 34 Lo IL EXTERIOR 1" OA. THK GLASS �— 1/8"TEMPERED 39 GLASS — AIRSPACE '--- 1/8-ANNEALED GLASS 0.09a'PVBINTERLAYER DUPONT BUTACITE I/8" ANNEALED GLASS 34 �l DIM ar: JK cm an LFS 2 N VERTICAL CROSS SECTON D--+ W-; 2 FL-7960.1 SHEET i (W L 35.76' MAX. PANEL WIDTH r I . I 15.SD Q L� a x Fn n 39 G4 Gl EXTERI t 32 LSEE DETAIL 2 .5" GLASS BYTE I-- GT GLALNGDETAIL 1 58' 7 DOOR PANEL Oval me vOi. N h o I 0.10 O ATCNSTILE 3T 30 LANDLOCKBLOCK �-' 0.19" INTERI HORIZONTAL CROSS SECTION 3 1" O.A. THK GLASS 1/8"TEMPERED GLASS r AIRSPACE 38 37 36 I /8' ANNEALED GLASS i 0.090"PV8INTERLAYER ( -- DUPONT BUTACBE 1/8"ANNEALED ^• GLASS T POLYURETHANE FOAMED FIBERGLASS z 'z YARN U REINFORCEMENT R� DETAIL \--FIBERGLASS SKIN .SGLASSBYTE V \ BUTYL I' O.A. THK GLASS 1/8"TEMPERED GLASS AIRSPACE INTERIOF I DECORATIVE INSERT `AIRSPACE 1/8'ANNEALED GLASS j — .090"PV9INTERLAYER DUPONT BUTACITE 1 /8' ANNEALED GLASS ALUMINUM GLAZING DETAIL 33 Jm e w Z N i A v 39 m �10 d§ i Zoo E � a- 89 ��4 E jOt s 5 E� cS EXTERIOR 4 Q L 2 C pppp O O I a O I 34 Z C DATF- 9130108 ; SCAM N.T.S. `. Q � o c+w. Br. JK 3 cm BY.. LFS 34 BOTTO RAIL 2 VERTICAL CROSS SECRON oRnmNc No : a 3 PL-7/966.1 SHr 3 OF 11 C 11 R:\A - ProjeMkProj= FolderslProj 1001-110ftQ08810, RWDC DrawfngslFL-7960-R11FL-796D.1-7 REVI.dWg, Model ON T I"MIN, FROM 1" MIN. FROM _ MASONRY EDGE f MASONRY EDGE -w (TYP.) (TYP.) v Z \ �7 `� _ T 7• 0 1" MIN. FROM MASONRY EDC (TYP.j I� ram- 4 V �d to o 2. 122308011 Ip � R iq p 1 09 29 .08 AD -� OD NO .DATE i[1 �nnn o.w. n.u. n.un enunu�rau�a Luc s(w tiny n9oA Im Rig m VN� Z tn-N a A cr O QSgoFc tDpey � Z 1-7/8" MIN. FROM MASONRY EDGE —� (TYP.) ]"MIN. FROM ASONRY EDGE (TYP.) z I� 2-1/2" MIN. FROM MASONRY EDGE — f� (TYP.) IN1TY GLASS INA GD CLING CONSULTANTS, INC. Tij 6 8 FLUSH GLAZED •O. Box 230 Valrfco FL 3W95 Phone No.: 813.839.9197 RT OR ASSEMBLY: Floddo Boord o/ Profexx(onol En91ne4n Certificate Of Aulhorf lion No. 9913 HORIZONTAL CROSS SECTIONS j-9-01 Lyndon F. Schmldt. I •E No. 43409 1" MIN_ FROM 1" MIN. FROM 2-1 /2" MIN. FROM 2-1 /2" MIN. FROM —MASONRY EDGE MASONRY EDGE MASONRY EDGE MASONRY EDGE t] {TYP.) (iYP.) (TYP.) (TYP.) » e g O . Q E gm d � � »n ! B A oRm e s' G H U N 4 Oo b o� 28 0 12 4 fnzQ z v EXTERIOR INTERIOR W w EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION �U y $ concrete Sho ,IX sub -buck subsilituting 1 VERTICAL CROSS SECTION screws for wood screws per m $ Section 1714.5.4.2 of the FBC z� 7 0 o � a a z 0 EXTERIOR INTERIOR EXTERIOR INTERIOR z is o to 2 12 2! zz n Leg 27 — (!� —W o� Co E E d ^ 0 z N _ Z a T oAtE 91,30105 i 2.1/2' MIN, FROM 2-1/2" MIN. FROM 2-1/2" MIN. FROM 2-1/2"MIN. FROM srxE N.T.S. MASONRY EDGE - ►�- MASONRY EDGE —� — MASONRY EDGE — MASONRY EDGE IN& sy. JK m' (TYP.) (TYP.) 1 (TYP.j (TYP.) cm. BY: LFS i 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SEC17ON oRMNG so.: ci o $ OutsMngsill- highdom $ Outswingsill FL-7960.1 o sxrrr 5 or-!-' 4N le ti R:1A - Prpjeclsft)ed FOlders\Pfoj 1001-11001pf 10881D. PWBC Gram gM-7960•R1\FL-7960.1.7 REVl.dwg, Model I"MIN EDGE DISTANCE � A A fl1 ? a mO — 4 o:o � A e o Q a, Q n 0 ®- o tyil tR N w Z a V Fn p O a � aw Od O a N O V A 1-1/4-MIN. , O A � EMB. (TYP.J A ca To M < m _. g n am A < m fn a a fA tq d a y f1 a� m 4 � n m 2 0o soy ao O= 71) C nr 1" MIN EDGE A DISTANCE G � y px ;13 ta7 z n E0 e gI PRODUCT: 0—tranta Prnparod By:. m T1j88 INfRY GLASS INTI GDO`�ulLoma CONSULTANTS, ING, o FLUSH GLAZED ./I,j/j/ P.o. eox 2so vamea FL. 33595 V•• Phorro Na.: e13.0509.9197 ra ;, Z W Florida Board of Prof—Icnal Enginoora 14 o PART OR ASSEMBLY; Cartlecato Of Authorization No. 9813 o to L 12 23 08 DIRECT TO MASONRY ANCHORING OWS NO DATE BY HORIZONTAL &VERTICAL Ll�� 1"L3"o`� REVISIONS CROSS SEC17ONS Lyndon F. Sehmiat -P.E No. 43409 43 aoOR R.W. BUILDING C.GNGULTANTS INC. R1A - Projects\Ptoject Folders\Ptoj 1001-11001pf10881D. RWK DrawUgs\FL-7960•R11FL•7960.1.7 REVI,dwg, Model a 1° MIN EDGE DISTANCE A A s z � FAT V r ,v? 4� r d c �ygg 7i� • '° ° a fyil y N > Z a O'" V al ` A OG O rn m V N m 22 � O O a 1-1/4-MIN. EMB, Vyp.1 V V N. A N G D- V W m VVZ =? ca ° Z-w p oZ O v ` H Z jy�@j1 m Q y a • V d• T rn T a• 3 � O N n m a z -n z z Al y In z D I'MIN EDGE rt� DISTANCE O x a SSJj R 4 P„ PRODUCT: 'n INTL o—anto Prnpanjd By: GD BU4BiNC CONSULTANTS, INC. NITY GLASS 230 Valrtco FL 33895 V V p 638FLUSH GLAZED �/1%P•O. 80. Phono No.: 013.659.0107 coy r— 'O p FlOAOa Board of PtotAsotonol Engtnooro CerttNeota wthoriza0on No. 90t3 PART OR fSSEIABIY: 1. 12 23 08 DIREC7 70 M0.50NRY ANCFfOPoNG OWS o to y p HORIZONTAL & VER71CAL NS D`j NO DATE gy 0° CROSS SECTIONS Lynepa Schmidt P.E No. 43409 REVISIONS '0 21308 R.W. BUILDING CONSULTANTS INa 2X BUC MASON OPENIN BUCK ANCHORING NOTES: U 20 SEE HINGE DETAIL 2 SEE HINGE DETAIL i HINGE JAMB 2X BUC DOOR FRAME MASOI OPENI FRAME ANCHORING Masonry 2X buck construction 114" Elco Concrete screws anchoring 2x buck require o minimum I" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations of the comers may be adjusted to maintain the minimum edge distance to mortor joints. If Concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 114" ITW concrete screws anchoring frame andlorOf require a minimum 2-1/7clearonce to masonry edges, a I-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations of the comers may be adjusted to maintain the minimum edge distance to mortarjoints. if Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. r STRIKEJAMB HINGE DETAIL 1 STRIKE PLATE DETAIL 2x BUCK HINGE DETAIL 2 er. JK E or. LFS 3 NNC NO.-. a FL-7960.1 a e T 8 nr1L — c I S SEE HINGE DETAIL: SEE HINGE DETAIL 1 HINGEJAMB • u• �4"� v� Q ti`r1 o d �mW f JAMBS 3B m Yi > o SEE NOTE 1 e u � a 1 X BUCK SEE NOTE 2 SEE NOTE 2 a` ° e z z 24 O i DOOR z FRAME SEE NOTE 2 SEE NOTE 2 W ` i z 00 MASONRY u OPENING mz STRIKE PLATE DETAIL STRIKE PLATE DETAIL 3 W SEE NOTE 1 M buckfDirect to masonry IX buck/Direct to masonry MAX. DESIGN PRESSURE MAX. DESIGN PRESSURE & ±55 P.M. 165 ps.T. a a o m O C) fRAMEANCHORING STRIKEJAMB Masonry I X buck construction za Z NOTES: 1. 1/4" aW concrete screws anchoring frame and/orel require o minimum 2-1/2' clearance to masonry edges, a 1-1/4"minimum embedment and o minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations of the comers may be adjusted to maintain the minimum edge distance to mortar joints. If Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortor joints, additional Concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 1-7/8" clearonce to masonry edges, a 1-1/4" minimum embedment and a minimum 2.7/4" clearance to acjracent concrete screws unless otherwise noted by concrete screw manufacturer. HINGE DETAIL 1 SEE N, HINGE DETAIL 2 e N.T.S. ° BY.. JK i BY: LFS nNG NO.: C FL-7960.1 c c T 9 °v 11 N 10 TP RAA - ProjecU\Projed Folders\Proj 1001-1100\pf1088\D. R%VK DrdivingslFL-7960-Ri1FL-7960.IJ PUl.dwR, Model 0.11 ®o® (Dole � V Q O m _ S �0 f 6 4.00° ---I -- I 1.2.7 1.00` - 1.25 1 a C. D Fo O r g= O O �. mm O ao m a � ~ T v a m 0 a o O � � RN $ m Z � D v 0 � $= o :--10.71-- 0 0 PO.MV I m N F- °` O N O ' £ cg i ER O P1 �O PRODUCT: Document. Propared By: BUILDING CONSULTANTS. INC. 6 8 FLUSH G�EO P.O. Boz 230 Vctdco F33893 V(Phono No:c 813:839.0197 Z O 2. 9DATE DIRECT TO MASONRY ANCHORING OPTS PART OR ASSEMBLY: Flodda Boord of Profocala ml Engin— I.� 0) Cadifka Of Authorization No. 9813 I-� C NO ADD OVAL LM D PANEL 6Y COMPONENTS � REVISIONS Lyndon F. Schmidt. P.E. No. 43409 U 2006 R.W. 13MILDINO CONS)r-T6 INC. 0 $ n10 � n z 2" r n>n •R a zom r m 4 G z rZ 89g2d uam°u o o 8 BILL x �ly 3m o � a m W o ' �a a 0 �m o z a z za 0 S0 o N N w G N�Z Waif: 9 30108 N.T.S. GwG, W. JK . JK cWO. e ORAWlNG NO.: FL-7960.1 SHEET i 1 OF 'I 1 OF MATERIALS REM DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD D. 1 /4" X 2-3/4" ELCO PFH CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 3-3/4" ITW PFH CONCRETE SCREW STEEL G MAX. l /4"SHIM SPACE - H 1/4" X 3-1/4" ffW PFH CONCRETE SCREW STEEL J # 10 X 2.5" PFH WS STEEL L #8 X 2-1 /2" PFH WS STEEL M 3/16"X&1/4"f(WPFHCONCREIESCREW STEEL P 1/4" X 2-3/4" ITW PFH CONCRETE SCREW STEEL Q 3/16"X2-1/4"ITWPFH CONCRETE SCREW STEEL R 1/4" X 2-1/4" ITW PFH CONCRETE SCREW STEEL 7 STRIKE JAMB - FINGER JOINT PINE (4-9/1b") - SG >= 0.42 WOOD 2A STRIKE JAMB -FINGER-JOINT PINE 8 -1/4" - SG >_. 0.42 WOOD 3 HINGE JAMB -FINGER-JOINT PINE 4-9/Tb" - SG >= 0.47 WOOD 3A HINGE JAMB -FINGER-JOINT PINE 5 - 1 /4" - SG >= 0.42 WOOD 4 HEAD -FlNGER-JOINT PINE 49/16"-SG>=0.42 WOOD 4A HEAD - FINGER -JOINT PINE 5-1/4"-SG>=0.42 WOOD 7 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 8 #6X1-i/4"PFHDRYWALL SCREW STEEL 12 WEATHER STRIP QE8D650 Q-LON - 16 KWIKSET KEYED ENTRY GRADE 2 STEEL 17 KWIKSET DEADBOLT GRADE 2 STEEL 18 3.983" X 4.0" HINGE MIN 0.098"THlCK STEEL 19 SILLKEY PC/ASA 23 STRIKE PLATE STEEL 23A DEADBOLT PLATE (2-HOLE) STEEL 238 DEADBOLT PLATE (4-HOLE) STEEL 24 #9 X 5/8"PFH WS STEEL 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./COMP. 26 09 X 1.0" PFH WS STEEL 27 OUISWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM./ COMP. 30 LATCH STILE -SG>=0.42 LVL/PVC 31 LVL LOCK BLOCK- LVL 32 HINGE STILE-SG>=0.42 LVL/PVC 33 TOP RAIL- POPLAR LVL & WPC COMBINATION POPLAR/WPC 34 BOTTOM RAIL -POPLAR LVL 8 WPC COMBINATION POPLAR/WPC 35 LITE FRAME PC ASA 36 STRUCTURAL SILICONE BY CAPSTONE SILICONE 37 DOW995STRUCTURAL SIUCONE SILICONE 38 STRUCTURALL SILICONE BY DONGYANG SILICONE CO. SILICONE 39 FIBERGLASS SKIN 0:079"MIN: THICKNESS F = 5,203 PSI MIN. FIBERGLASS -00 8X1-1/B"SE THREADIN SCREW STEEL 41 POLYPROPYLENE & ALUMINUM COMBINATION GLAZING SPACER POLY./ALUM. 42 ALUMINUM h BUM SPACER SYSTEM., ALUM:/BUTYL 43 PVC &ALUMINUM SPACER SYSTEM PVC/ ALUM. Florida Building Code Online R Oz. Page 1 of 2 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 Links I Search i Product Approval USER: Public User R�- Product Approval Menu > Product or Application Search > Application List > Application Detail ls'FL'# FL13223t. Application Type New 4 Code Version 2007 Application Status Approved Comments • Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) //O I ST. LUCIE LINTY REV; REVIEWED By DATE ry5 D PERMIT MUST BE PT ON JOB OR NO INSPE ON WILL BE MADE �• 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909) 356-6366 chad.diercks@jameshardie.com CONMED FASTENERS OR ATTACNW KS Chad Diercks chad.diercks@jameshardie.com ARETHE REPONSIB lye! OF M�i1:WI1 F11®VM�6OIIR {d I®��I 4l1BRl fl THE Chad Diercks OF 11t Il I1WYN! 10901 Elm Ave Fontana, CA 92337 (909)356-6366 chad.diercks@jameshardie.com THESE PLANS AND ALL PROPOSED Chad Diercks WORK ARE SUBJECT TO ANY CORREC77ONS 10901 Elm Ave Fontana, CA 92337 REQUIRED By FIELD INSPECTORS TNAT (909) 356-6366 MAY BE NECESSARY IN ORDER chad.diercks@jameshardie.corop"Ay V ". AA, dPP RAW Room EPanekf�W%llsg1 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LJ Evaluation Report - Hardcopy Received Ronald I. Ogawa PE-24121 Intertek Testing Services NA Inc O1/01/2011 John Southard, P.E. G Validation Checklist - Hardcopy Received FL13223 RO COI RIO - Certificate of IndeDendence.PDF Standard Year ASTM C1186 2002 ASTM E330 2002 ASTM E72 2002 hq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwd)gvRk6bsvZ66FC... 2/ 1 /2011 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 11/02/2009 11/04/2009 11/14/2009 12/09/2009 Summary of Products FL # IlModel, Number or Name Description 13223.1 HardiePanel Siding HardiePanel Siding, Cempanel Siding - fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 RO II install-cemoanel-south.odf Approved for use outside HVHZ: Yes FL13223 RO II Instal l-hardieoanel-hz10.odf Impact Resistant: Yes Verified By: Intertek Testing Services NA Inc Design Pressure: N/A Created by Independent Third Party: No Other: -For -use -inside a HVHZ Install in accordance with NO ,07-0418.o4li Evaluation Reports FL13223 RO AE HardiePanel Florida Analysis 11-3.PDF FL13223 RO AE NOA 07-041804.odf Created by Independent Third Party: Yes sack Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Rodda 32399-2100 (850) 487-1824, Fax (850) 414-8436 O 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ®® cCFEck M scw:it +srstu�s vedsian Teusted vE 91fYt http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/1/2011 HardiePanel' La, Sidin TM v;% JamesHardie 9 EFFECTIVE APRIL 2009 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS® PRODUCTS Visit www.lameshardie.com for the most recent version. SMOOTH • CEDARMILL° • SELECT SIERRA 8 • STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRrrTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. _ INSTALLATION OF HZ1 OT"" PRODUCTS OUTSIDE AN HZ1 OTm LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: © CUTTING INSTRUCTIONS Store flat and keep dry and OUTDOORS INDOORS covered prior to installation. Installing 1. Position cutting station so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area. 2. Position cutting station in well -ventilated area siding wet or saturated may result in 2. Use one of the following methods: shrinkage at butt joints. Carry planks a. Best: 1. Score and snap ii. Shears (manual, electric or pneumatic) - NEVER use a power saw indoors on edge. Protect edges and corners b. Better: i. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark from breakage. James Hardie is not HardieBlade® saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum responsible for c. Good: I. Dust reducing circular saw with a HardieBlade saw blade p (only use for low to moderate cutting) damage caused by Improper Important Note: For maximum protection gowest respirable dust production), James Hardie recommends always using "Best' -level cutting methods where feasible. storage and NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you handling of the product, do not comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. GENERAL REQUIREMENTS: • HardiePanel® vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. Irregularities in framing and sheathing can mirror through the finished application. • HardiePanel vertical siding can also be installed over foam insulation/sheathing up to 1 " thick. When using foam insulation/sheathing, avoid over -driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power -driven nails (fasteners) are used for attaching siding over foam insulation/sheathing. • A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrapTM Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. • When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on vertical wall applications only. • DO NOT use stain on James Hardie® products. INSTALLATION: Fastener Requirements Joint Treatment Position fasteners 3/8" from panel edges and no closer than • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively 2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPluse Finish) (fig. 2). • Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). • HardiePanel vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge Figure 2 Figure 3 nailing distances. water -resistive barrier water -resistive barrier z x 4 stud 2 x 4 stud water-resistivellater-resistive er Figure 1 .—upper panel 1 .—upper panel at „ ; ;; Do not iw' gap Do not 1/4" gap water -resistive I Caulk Caulk barrier I I sheathing HardiePanel Batten Joint "H" Joint ~Z-flashing f Vb hing♦ o O vertical siding water -resistive barrier rative z x a stud board keep nails r—lower 3/8" min.panel from panel O edges plate ° Figure 4 3/8', leave appropriate gap between Recommendation: When o panels, then caulk' installing Sierra 8, provide ° Caulk Joint a double stud at panel moderate contact (Not applicable to ColorPlus' Finish) joints to avoid nailing keep fasteners 2" *Apply caulk in accordance with caulk through grooves. away from comers manufacturer's written application instructions. nu For additional information on HardieWrapTm Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie' products contain respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these dsks. During installation or handling: (1) work in outdoor areas with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade® saw blade and dust -reducing circular saw attached to a HEPAvacuum; (3) warn others in the immediate area; (4) wear a properly -fitted, NIOSH-approved dust mask or respirator (e.g. WIN n accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or wet cleanup methods - never dry sweep. For furter information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 9800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. sD05M5 HS0919-P1/2 4109 CLEARANCES Install siding and trim products in compliance Maintain a 1 " 2" Maintain a 1 " 2" clearance between At the juncture of the roof and vertical with local building code requirements for clearance between James James Hardie products and decking surfaces, flashing and counterflashing shall clearance between the bottom edge of the Hardie® products and paths, material. be installed per the roofing manufacturer's siding and the adjacent finished grade. steps and driveways. Figure 7 instructions. Provide a 1 " - 2" clearance stud between the roofing and the bottom edge eMif rl:;�,/ Pin -A siding III o atero of the siding and trim. 1"-,. Figure 5 bottom plate i; min. Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap. concrete foundation Figure 9 4—siding Do not 1/4" gap Caulk siding flashing Maintain a minimum 1 " gap between gutter end caps and siding & trim. Figure 10 gutterand end cap GENERAL FASTENING REQUIREMENTS �► I barrier deck material -2 gist flashing l ledger Figure 8 Figure 11 „ KICKOUT FLASHING Step gashing /�, `, - Because of the volume of water that can pour down Selfadhering� a sloped roof, one of the most critical flashing membrane, details occurs where a roof intersects a sidewall. �gett adhering ` The roof must be flashed with step flashing. Where !eavesmemb the roof terminates, install a kickout to deflect water K ckoor 'earning away from the siding. i Drip edge It is best to install a self -adhering membrane on the aura* ap wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing* To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to direct the water running down the roof away from the siding. Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). • Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space). (fig. A) • Do not over -drive nail heads or drive nails at an angle. • If nail is countersunk, caulk nail hole and add a nail. (fig. B) • For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). • Do not use aluminum fasteners, staples, or clipped head nails. -61 .4611, Figure A Countersunk, Caulk & add nail Figure B t1a 0 do not under DO NOT drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie® products. James Hardie products must be with ASTM C920 Grade NS, Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. Joint Sealant complying with ASTM C834. Caulking/Sealant 100% acrylic topcoats are recommended. Do not paint when wet. For application must be applied in accordance with the caulking/sealant rates refer to paint manufacturers specifications. Back -rolling is recommended if manufacturer's written instructions or ASTM C1193. the siding is sprayed. * The illustration (figure 11) was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION. For subscription information, visit www.jlconline.com. RECOGNITION: In accordance with IMES Legacy Report NER405, HardiePanele vertical siding is recognized as a suitable alternate to that specified in: the BOCA National Building Code/1999, the 1997 Standard Building Code, the 1997 Uniform Building Code, the 1998 International One- and Two -Family Dwelling Code, the 2003 International Building Code, and the 2003 International Residential Code for One -and Two -Family Dwellings. HardiePanel vertical siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL#889, Dade County, Florida NOANo. 02-0729.02, U.S. Dept of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA223-93M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. © 2009 James Hardie International Finance B.V. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of Additional Installation Information, James Hardie International Finance B.V. 9 is a registered Warranties, and Warnings are available at E"I JamesHardle trademark of James Hardie International Finance B.V. www.jameshardie.com HS0919-P212 4109 PROJECT RIO-2160-09 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901"ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE Reference Reports.and Results 1' Table 1.a: Transverse Load Results 1 Table.1 b:,4. Racking Shear Allowable Loads 1 Purpose of Analysis 2 - Table 2: -Pressureto be Resisted for Exposure B 2 Table 3: Pressure to be Resisted for,Exposure C 2 Table 4 ",,Pressure to be Resisted for Exposure:D 2 Design Wind Load Procedures 3- Table 6: Maximum Wind Speed (MPH'- 3-sec gust) for HardiePanel With . Various Fastener Sizes and Spacings 4 Limitations "oWse 4 As'product evaluator; the undersigned, certifies that the listed products are in compliance with the requirements of:the-2007 Florida Building Code: PREPARED -BY: " RONALD OGAWA &ASSOCIATES; INC. ``����tti u u r ►►r►rri�� 5801 WARNER AVENUE, #376 HUNTINGTON BEACH, CA 92649 EN .7147292-2602 . 1 4-847-4595 FAX � 12 13 STATE OF ' p� '°, Ronald Ogawa and Associates, Inc. 5901 Warner Avenue, #376 Huntington Beach, CA 92649 Project RIO-2160-09 (714) 292-2602 call (714) 847-4595 fax James Hardie Building Products; Inc. 10901 Elm Avenue Fontana, CA92337 1-800942-7343' Evaluation Subject: HardlePanel® Siding James Hardie Trade Names: HardiePanel®, CempanelO . Reference Reports: 1) Intertek- Warnock Hersey -Authorization to Mark HardiePanel Siding 2). Inspection Concepts Report IC-1270-94 (ASTM E330) Transverse. Load Test, 5/18" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs - spaced at 16.inches on center with a 6d common galvanized nail 3) Inspection Concepts Report IC-1271-94 (ASTM E330) Transverse Load Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 4) RamtechLaboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test, 5116" Thick by 46 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 Inch shank by._0.225 inch head diameter by 1.5 inch long ring shank nail 5) Inspection Concepts Report IG1273-94 (ASTM E72) , Racking Shear Test, 611&' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir -wood studs spaced at 16.1nches on center with a 6d common galvenized nail 6) Inspection Concepts Report IC-1274-94 (ASTM E72) Racking Shear Test, 5tW' Thick by 48 inch wide.HardiePahel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 7) Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E72) Racking Shear Test, 5116" Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Group 1II SG=0;36 wood studs=� ✓ � ,.. - spaced,at 16 inches on center with a 4d, 0.091 inch shank by O.225 inch head diameter by 1.5 inch long ring shank n._t ( _ Reference: ASCE 7-05 2007 Florida Building Code STATE O �\ 2006International Building Code® 2006International Residential Code4p i��i n [ O(tjQ�`• T \\ Results: p HardiePanel Siding complies with ASTM C1186, Standard Specification fcr Grade Il, TypeA Non -asbestos Fiber -Cement Flat Sheets. / v!//////`; li �f IAy L Table la, Results of Transverse Load Testing Fastener Spacing (in.) vv Frame Ultimate Design Thickness Spacing Perimeter Field Load Load Report Number Test Agency (in.) Width(in.) Frame Type (in.) Supports Supports Fastener typo _ (PSF) (PSF) IC-1270-94 Inspection 0.3125 48 2X4 wood 16' 6 6 149 49.7 Concepts Hem -Fir 6d common IC-1270-94 Inspection 0.3125 48 2X4 wood 16 4 4 236 78.7 Concepts Hem -Fir 6d'common IG1271-94 Inspection 0.3125 48 2X4 wood 24 6 6 94 31.3 Concepts Hem -Fir 6d common .. IC-1271-94 Inspection 0.3125 48 2X4 wood 24 4 4 143 47.7 Concepts Hem -Fir 6d common' 10868 97/1475 Ramtech 0.3125 48 2X4 wood; 16 4 8 4d, 0.091 in. shank X 0.225 90 30.0 SG z 0.36 in. HO X 1.5 in.long Ong Table 1b, Shear Values Allowable toads in Pounds Per Lineal Foot for Panel Shear Walls'•' Faefanar Ana n !in 1 Frame Design Thickness Spacing Perimeter Field Ultimate Load Report Number TestAgency (in.) Width (in.) Frame Type (in.) Supports Supports Fastener Type_ Load (pit) (pit) IC-1273-94 Inspection 0.3125 48 2X4 wood 16 6 6 603.8 201.3 Concepts Hem -Fir 6d common IC-194 Inspection 0.3125 48 2X4 wood273 16 4 4 698:8 2329 Conoe Hem -Fir 6d common IG7274-g4 Inspection 0:3125 2X4 wood 24 6 6 460.0 153.3 Concepts Hem -Fir 6d common IG Inspection 0.3125 48 2X4 wood 24 4 4 637.5 212.5 Hem -Fir HemConcepts 6d common 10868-97/1475I Ramtech 0.3125 48 2X4 wood, 16 4 8 4d, 0.091 in. shank 0.225 595.4 198.5 SG z 0.36 in. HD X 1.5 in.long ring 1. An ooara eages snap pe supporrea oy rrammg. vaneis snap oe appiiea wim me.iong dimension enner paranei or perpenoicuiarto woos. 2 The maximum height -to -length ratio for construction in this Table is 21. Page 1 Ronald Ogawa and Associates, Inc. 5901 WamerAvenue, #376 Huntington Beach, CA 92649 Project R1O-2160-09 (714) 2924602 cell (714)847-4595fax James Hardie Building Products, inc. 10901 Elm Avenue Fontana, CA92337 1-800-942-7343 Purpose: This analysis is.to determine the maximum wind speed to be resisted by an assembly of Hardiel anel siding fastened to wood framing with nails. Table 2, Pressures (PSF) to b Resisted at Various Wind Speeds,- Wind Exposure Category8, Kzt=1' I=1,0 mom IM •For height> 601t Kzt-1 Kd-0.85 I 1 GCp=1 8 GCpi=018 p-0.00256WKz'Kzt Kd'V^2•1•(GCptGCp) Table 3, Pressures{PSF) tote Resisted'at Various Wind Speeds -Wind Exposuro CategoryC, Kztn1' 1=1.0 mum mom mum OEM EMM 1EM MWOMON, NEON NUM � Elm mum mom MEM - •Forheight> 60ft Kzt-t Kd=0.85,1=li GCp=1 B,GCpi:018; p=0.00256 Kz'Kzt'Kd'V^2•1(GCptGCpi) - Table 4, Pressures (PSF) to-bo.Resisted at Various Wind Speeds Wlnd Exposure Category 0;,Kzt�1; l-1.0 - 01011M� mum mum 0%1//�%//%%N/,� '®����®®' '®MOMFEW/1 OEM Elm= Elm �r ���ax�'��.•'b�1.ilThrd •Far f��ight> 6QFt Kzt 1; Kd=0,85,1 1; GCp 1 8 GCpi=018 p 0.00256 KeKzt Kd'V^2'1•(GCptGCpi) Tables 2 through 4 are based on ASCE 7-05 and consistent with the 2007 Florlda Building Code Nr STATE ON .Paget Ronald Ogawa and Associates, Inc. 5901 Warner Avenue, #376 Huntington Beach, CA 92649 Project RIC-2160-09 (714) 292-2902 cell (714) 847-4595 fax James Hardie Building Products, Inc. 10901 Elm Avenue-' Forma; CA 92337 1-800-942-7343 ' Design Wind Loads: Equation 1; q==0:00256%'iVKs'V�I q, Velocity pressure at height 2 K� , veloc ity pressure exposure coefficient evaluated at height t Kn , topographic factor ICd , wind directionality factor V ;`basic wind speed (MPH) I., Importance factor Equation 2, P=q,'(G9,±GCO) GC, , product of external pressure coefficient and gust -effect factor GCO, , product of internal pressure coefficient and gust -effect factor p ,design pressuie.(PSF)`for cladding Substitute 4. into Equagon2, p=0.002,56'K:_ K,r'Kd•V3a'(GCatGco Solving Ain V. V=(pi(0.00256'VIVK;]'(GCptGCa)))"0.5 Table 6 Coefficients and 4onstarits.used In Determinin V, Basic Wind Speed (MPH 3-secondgust) Height (ft) ." Exp B ' Exp C Exp D , KA K,, I GC, GC' 0-15 :' 0.7 0.85.K1.22' h560 1" 0.85- 1 1.4 . - . 0.18 20 0:7 0.9 1 0.85 1. 1.4,." 0.18.' 25 0.7 " ' 0.94 1 0.85 1 1'A 0.18 30 .. 0:7 0.98 , ` 1 0.85 1 1.4 0.18 35 0.73 4.01 1 :0.85 . 1 1.4. 0.18 40 0.764. 1.04 = 1 0.85 1 1.4 " - 0.18 45 0.785 : 1.065 1 ' 0.85 1 . • 1.4 0.18'. 50 r-0.81 1.09.„ 1 0.85 `: 1 1.4 ` 0.18-. ' 55 0.83' L . 1.11 1.29 1 '0.85 1 : 1.4 0.18 60 R85 1.13 ` 1.31 1 0.85 - 1 . 1.4 ,. 0.18 100 0.99 _ 1.26, 1.43 h>60 1 0.85 1 1:8 -, .0.18 Gq w� ,, p21 i= 5 13- STATE �<Il/1/)lilitl1t111��1}°,� j. �• Ronald Ogawa and Associates, Inc. 6901 Warner Avenue, #376 Huntington Beach, CA 92649 Project RIO-2160.09 (714) 292-2602 cell (714) 847-4595 fax James Hardie Building Products, Inc. 1D901 Sm Avenue Fontana, CA 92337 1-8D0.942-7343 Table 8, Maximum Wind Speed (MPH 3-second gust)'HardiePanel Siding, ASCE 7.05 Method 2 Basic Wind Speed mph Coefficient" used In Excel Calculations For Table 6 (3-second gust) iar6m 1arMsa I I K. Product Product Thickness (inches) : Width (inches), Fastener Type Fastener Spacing Frame Type .. Stud Spacing (nches), Building Height - feet . B C D Design Load ilPS '_ .EV 8 Exp C Exp,D ., K. Ke .. I GGp GCe HardiePanel® 5/16 48 common 6 2X4 wood Hem -Fir 16 - 0.15 144 130 118 49:7 0.7 0.85 1.c3 hs60::1 " - 0.85 1 1.4 0.18 20 144 127 " ' ,118, 49:7- '10.7 - 0.9- , 1.08 1- 0.85 '1 1:4 0.18 25 144.. 124 114 '49.7 -0.7 0.94 1.12' '1' 0.85 1 .1A 0.18 30 144 121 - 112 49.7 0.7 0.98 1.16 1 0.85 1 1.4 0.18 35 � 141 120 110 49:7 0.73 1.01 .1.19 1- 0.85 1 1.4 0.18 .40 138 118.: 109 '.49.7 0.76 1.04j1.03 1 0.85 1 1.4 A.18 45, 136 117. 108 49,7 0.785, 1.065 4 0.85 1 1.4 0.18 50 134 115 :. 107 49.7 0.81 1.09-, 1 0.85 1 1.4. 0.18 ' 55 132 _114 106 49.7 .0.83 1.11 1 0.85 1 1.4, 0.18 60 130 ' 113 105 49.7: 0.85 1.13 1 0.85 1 1A 0.18 100 108 98 90 49;7 ' 0.99 1.26 h>60' 1 0:85 1 1.8 0.18' - HardiePanel® Silo 48 - ' 6d •common 4 - " 2X4 wood Hem -Fir 16 - 0.15 181 164. 149 78.7 0.7 .'oA5N560 { .:. 1 0.85 9 1.4 0:18 20 181 159 - 146 78.7' - 0.7 0.9. 1.08 .1 0.65 1 1.4 0.18 25 181 158 143 78.7 0.7 0.94' 1.12 1 0.85 1 1.4 0.18 30 181 153 140 78.7 0.7 0.98 1.16 1 0.85 1 1.4 0.18 ' 35' 177 151 139 ' 78.7. 0.73 1.01 1.19 1 0.85' 1 1.4 0.18: 40 174 • ,.148 137 78.7 0.76 1.04 1.22 '1 0.85 1 1.4 0.18 45 171 147 138 78.7 0.785, ,1.065 "1245 1 0.85 1 1.4 0.18 50 168'"; 145 134 78.7` 0.81- 1.09 1.27 �1, 0.85 a 1.4 0.18 '55 166 • 144 133 78:7' 0.83 '.IA1 1.29 : T '0.85 1 1A 0.18 60' ' 164 142.. 132 78;7 0.85 . 1.13 . 1.3i T, 0.85 1 1.4 0.18 100 136 . .120.. 113 78.7 0.99' 1.26 1.43 1v60 1 0.85 1 1.8 0.18 - ' HardieP.anel® 5118 48 6d common 6 ' 2X4 wood Hem -Fir; • 24 - -0-15 114. - 103 94 31.3 - -0.7 0.85 1.03 h960, . . • -- .. - 1 OA5 1 1.4 0.18 20 114 101 92 31.3 0.7 0.9 1:08 1 -0.85 1 1.4 0.18 25, 114 98 90 • 31.3 0.7 U4 1.12 1: 0.95 1 1.4 0.18 30" 114 - ' 96 89 3f.3' c0.7- rA 1. 66 - 1 0.85. 1 1:4 0.18 . -'35 112 95 ' " 87 "31.3 0.73 1.01 1.19 1. 0.85 1 ' 1.4 0.18 40 "109= 94 88.3fi3 ,'" ° 0.76 1.04 1.22 :1 0.85 1. 7.4 0;18 '45 108. 92 86: ;31,3` '0.78510651'i.2465 1.245 1. 0.85 1: 1.4 0.18 50 106 . 91 85 31.3.' 0.81'09 127 1: 0.85 '1. 1.4 0.18 55 105 91 84 3f.3 _ 0.8311 1.29 1 1 O.B5 '0.85 1 1.4I 1 to 0.18 0.18 60 103 90 83 31.3 - 0.8513 -1.31 100 86 76 71 31.3• 0.9926 1.43 h>601 1 .0.85 111.8 0.18 HardiePanelO 5/16 48 Bd common . 4 2X4 wood Hem -Fr 24 0.15 : 141 128 A16 �4747 � 0.785 1.03 hs60. ' 1. 0.85 1 1.4 0.18 20 141 124 - 113 47,7 0.7.9 -1.08 1 0.85 1 1.4 0.18 25 -141', '121 " `111. 47.7 " 0.794 1.12 1 0.85 1, iA 0.18 30 141 - ' 119 109. 41.7 0.7'98. .1.16 1 9.85 1 1 A . 0.18 35 138. 117 108 -47.7 0:7301 1.19. 1 0.85, 9 1.4 '0.18 40 135 116 - 107 47,7 0.7604 -1.22 , 1 0.85 1 1.4 .0.18. 45 _ 133 114 .106 47.7 ' 0,78565 1:245 1 0.85 1 1.4 0.18 50 131 113 105 47.7 0.8109 127' 1 0.85 1 1.4 0.18 55 129 112- 104 '.'47.7 0.8311 1.29 1 0.85 1 1.4 0.18 60 128 111. 103 47.7: 0.8513 1.31 1 0.85 1 1.4 0:18 100 108 94 - B8 47.7 0.9926 i.43 tv60' 1 0.85 1 1.8 0.18. 5116 48 0.091- in. shankX 0.225 in. HDX1.5 In.long ring shank nail 4 edge 8field 2X4 wood SGz0.38 : 16 ' . 0.15 ..112 101 92 ":30.0' 0.7..:85 1.03 h560, _ ' ..1 0:85 1 1i4 .0:18 20 98 90 30.0:. -0.7.9 1'.08 1, 0.85 1 1.4 0.184d, 25 96 .88 30.0" OJ.94 1.12 1 0.85- 1 1.4 0.18 30 94 87. 30.0: :• 0.7..98 1.16 1 0.85. 1 1:4 0.18 35 93 88 30,01 0.73.01 1.19 1 D.a5 1 1.4 0.18HardiePanel® 40 r1l 92 85 3o.a .0.76..04 1.22 1 0.85' 1 .1.4 0.18 45 91 84 .30.0 . 0.785'065 '1245 1 0.85 1 1.4 0.18' 50 89 83 30.0- 0.81 .1.09. 1.27 - 1 0.85 1 1.4 .0.18 55 89- 82 30,0 0.83 1 11 1.29 1 0.85 1 14 0.18 60' 88 82 30.0! , D.85. 1:13 1.31. 85 1 .1.4 0.18 100 84 . 74 ' 70 30.0 , -0.99 1.2 j :9 1.8 0:18 LlmNations of Use: 1) Fastener pullout must be evaluated when installed, over steel studs or a species of wood studs other than that which was teste.� �\ :SF •. �i . % 2) In High Velocity Hurricane Zones (HVHZ) install per Winni-Dade County Florida, NOA 07-0418.04. ^0 iy STATEqku Page 4 �i 777ji19Ysi1'�aa't��1�a, ~ Florida Building Code Online Page 1 of 2 qia ILL C IV 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 Links I Search I ` Product Approval ❑ us .Public User Product Approval Menu > Product or Application Search > Application List > Application Detail F cTL4G42-R4zs Application Type Revision Code Version 2007 Application Status Approved Comments Archived [� Product Manufacturer Custonl'Window S ms)Incti, Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext207 mlafevre@cws.cc Authorized -Signature Michael La Fevre mlafevre@cws.cc Technical Representative Michael La Fevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext207 MLaFevre@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext221 jhompson@cws.cc Category Wind ws Subcategory `Horizontal; -Slider ^ .. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Z Validation Checklist - Hardcopy Received Certificate of Independence FL4092 R4 COI 510873 (Eval Reo HS-8200 Non - Impact XOX XO).odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/101/I.S. 2/A440-05 2005 Equivalence of Product Standards h4://www.floridabuilding.ora/pr/pr app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 2/1/2011 Florida Building Code Online Page 2]of 2 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/08/2009 09/10/2009 09/21/2009 10/13/2009 Summary of Products FL # Mlodelr Number or Name Description 4092.1 8200 Vinyl Flange/Fin Horizontal 8200 Vinyl Flange and Fin Horizontal Sliding Window Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4092 R4 II CWS-340A (HS-8200 Non -Impact XOX XO).pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, Evaluation Reports 5/8 x 62, 3 lite, DP 30 PSF. FL4092 R4 AE 510873A (Eval Reo HS-8200 Non - Impact XOX XO).odf 1125 Created by Independent Third Party: Yes 4092.2 —:�:]HS-82(0 Vinyl Fig/Fin Horizontal HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4092 R4 II CWS-223A (HS-8200 Non -Impact 72x72).pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Roberto Lomas 62514 Design Pressure: +N/A/ -N/A Created by Independent Third Party: Yes Other: HS-8200, 72" x 72", 2 lite, DP 40 PSF. Evaluation Reports F1-4092 R4 AE 510865A(Eval Rep HS-8200 Non - Impact 72x72).Pdf Created by Independent Third Party: Yes i Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Coovriaht Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ® is _CirEck SCCtirItVM]:TRICS' Yar191on Trusted , YeW— http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 2/ 1 /2011 Florida Building Code Online Page 1 of 1 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications YFBC Staff BCIS Site Map Links Search •� I tProduct Approval Nt `- P. . USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2007 FL# 4092.1 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# Tvpe Manufacturer Validated By Status FL4092- R4 Revision Custom -Window Systems Inc. Fj:#_EL4;Q9,2 Steven M. Urich, PE Approved History Model: 8200 Vinyl Flange/Fin Horizontal Sliding Window Description: 8200 Vinyl Flange and Fin Horizontal Sliding (717) 932-8500 Window Category: Windows Subcategory: Horizontal Slider -Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ® ® RE O sccuritvbuiTitics- V Trustederl3lgn � - YERaFY � http://www.floridabuildinti.org/pr/pr_app_lst.aspx 2/1/2011 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Custom Window Systems 1900 S.W. 4e Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider Window Non — Impact. Engineering Evaluation Report Report No.: 510873A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 913-72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product description: 8200 PVC Horizontal Slider Window Non -impact resistant made of white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS-340 revision A, titled 8200 PVC Horizontal Slider Window, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No.: NCTL-210-3525-1 signed and sealed by Gerald J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL AAMA/WDMA/CSA 101/I.S.2/A440-05 8300 Fixed Vinyl Prime Picture Window (Fin Installation). Design pressure: ±45.0 psf Water penetration resistance: 6.75 psf 3. Test Report No.: NCTL-210-3525-2 signed and sealed by Gerald J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL AAMA/WDMA/CSA 101/I.S.2/A440-05 8300 Fixed Vinyl Prime Picture Window (Frame Installation). Design pressure: ±45.0 psf Water penetration resistance: 6.75 psf 4. Test Report No.: NCTL 210-3522-2, signed by Gerard J. Ferrara RE National Certified Testing Laboratories. Orlando, FL 8300 Fixed Vinyl Prime Picture Window (Fin Installation). AAMA/WDMA/CSA 101/I.S.2/A440-05 Design pressure: ±30.0 psf Water Test Penetration: 9.0 psf 5. Test Report No.: NCTL 210-3522-2A, signed by Gerard J. Ferrara RE National Certified Testing Laboratories. Orlando, FL. 8300 Fixed Vinyl Prime Picture Window (Frame Installation). AAMANVDMA/CSA 101/I.S.2/A440-05 Design pressure: ±30.0 psf Water Test Penetration: 9.0 psf 6. Anchor calculations, report number 510874, prepared, signed and sealed by Luis Roberto Lomas P.E. 7. Comparative analysis, report numbers 510874-1 and 510874-2, prepared, signed and sealed by Luis Roberto Lomas RE 1 of 2 Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Limitations and Conditions of use: • Maximum design pressure: • Maximum Sash Panel Size: • Maximum Fixed Panel DLO: Engineering Evaluation Report Report No.: 510873A ±45.0 psf (For OX and XO Units) ±30.0 psf (For XOX Units) 26 1/2" x 58 9/16" (XO and OX Units) 35 5/8" x 58 9/16" (XOX Units) 24 3/16" x 57 13/16" (XO and OX Units) 50 x 57 13/16" (XOX Units) • Approved Configuration: XOX, OX, XO • Units must be glazed per ASTM El300. • This product is not rated to be used in the HVHZ. • This product is non -impact resistant and requires impact protection in wind borne debris regions. • Frame material to be white rigid PVC .0625" thick. Installation: • Units must be installed in accordance with approval document, CWS-340 revision A. Certification of Independence. Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 2 of 2 Luis R. Lomas, P.E. FL No.: 62514 09/09/2009 HORIZONTAL SLIDER ELEVATION (NON -IMPACT) (SHOWN W/ DIFFERENT OPTIONS) — 126 7/8" MAX. OVERALL FLANGE WIDTH —125 5/8" MAX. UNIT WIDTH 59 —I 32 AS GLASS DLO I GLASS DLO X X I 62" a MAX. a UNIT HEIGHT e 57 13116 GLASS 35 518" DLO MAX. SASH WIDTH X/O/X" MAX,,,SIZE,"D_R 30/-30 r SEE NOTE 13 23 3116" GLASS DLO TABLE OF CONTENTS MAX. 55 1/4" UNIT I GLASS — 55 114" — MAX.OVERALL FLANGE WIDTH 54" MAX. UNIT WIDTH MAX. SASH 7 OVERALL HEIGHT FLANGE I Y PVC NON -IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDfTION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "OX", "XO", OR "XOX" 4. DESIGN PRESSURE RATINGS (SHEETS 4-5) NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTME 1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTME 1330. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 9-11 FOR ANCHOR DETAIL. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: A. HORIZONTAL SLDER "OX" OR "XO": NCTL-210-3525-2, NCTL-210-3525-1 B. HORIZONTAL SLIDER "XOX": NCTL-210-3522-2A, NCTL-210-3522-2 9. SERIES / MODEL DESIGNATION HS-8200. 10. 1 X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH. 0 = FIXED SASH 12. SECTION CALLOUTS FROM OX & XOX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR 23 3/16" LOCATION. GLASS DLO 13. "XOX" UNITS AS SHOWN UP TO 125 5/8" x 62" ARE RATED +30/-30 PSF. FOR HIGHER DESIGN PRESSURES BASED ON COMPARATIVE ANALYSIS. REFER TO SHEET 4. 14. "XO" UNITS AS SHOWN UP TO 54" x 62" ARE RATED +45/-45 PSF. FOR HIGHER DESIGN 5713116" PRESSURES BASED ON COMPARATIVE ANALYSIS. REFER TO SHEET 5. GLASS 261 /2" I- - MAX. SASH WIDTH "O/X" & "X/O" MAX. SIZE, DP +45/-45 SEE NOTE 14 GENERAL NOTES & ELEVATIONS...............................1 ANCHOR SCHEDULE & NOTES....................................2 DP CHARTS & GLAZING "0/X" / "X/0"/"X/O/X..............3-5 SECTION VIEWS & ALT. FRAME "O/X" / "X/O..............6 SECTION VIEWS & ALT. FRAME "X/O/X".....................7 EXTRUSIONS & BILL OF MATERIALS ..........................8 PROPRIETARY AND CONFIDENTIAL INSTALLATION DETAIL..............................................9-11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. Digitally signed by Luis R. Lomas P.E. Location: 1432 Woodford Rd, Lewisville, NO 27023 Date: 2009.08.24 17:00:24-04'00' 16" MAX (TYP) 15" MAX OC j�-� 15" MAX OC (TYP) ( MAX rT (TYP) SEE NOTE 2 (TY+P) SEE NOTE 2 6" MAX INSTALLATION X O INSTALLATION (TYP) (SEEANCNOTE 8) X //�' ANCHORS TYP. (SEE NOTE B) 1 (SEE NOTE A) 15" MAX OC O X (TYP) b � ANCHOR LAYOUT- (FLANGE) THRU FRAME & CLIP (MASONRY OPENING) DESIGN PRESSURE RATING -130 8" MAX. O.C. (TYP) SEE NOTE 6 4" MAX. J 8" (MAPX. O.C. (TYP) X O X INSTALLATION ANCHORS TYP. E a (SEE NOTE A) ANCHOR LAYOUT - (FLANGE) THRU FRAME & CLIP (MASONRYOPENING) DESIGN PRESSURE RATING -145 ( 4" MAX. -�I r-F 6" MAX. O.C. I I (TYP) (TYP) NOTES: THRU NA LINGfIN {WOOD OPENING) ESIGITPRE59URE RATINCi=�10 1. INSTALL ONE ANCHOR AT EACH LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ELCO TAPCON (OR EQUIV.) MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B. 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 STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). PROPRIETARY AND CONFIDENTIAL NOTE 6 O X INSTALLATION ANCHORS TYP. (SEE NOTE B) ANCHOR LAYOUT- (FIN) THRU NAILING FIN (WOOD OPENING) DESIGN PRESSURE RATING -±45 A. NUMBER OF ANCHORS AS SHOWN FOR UNITS RATED +30/-30 PSF. NUMBER OF ANCHORS FOR HIGHER DESIGN PRESSURES BASE ON COMPARATIVE ANALYSIS, REFER TO SHEET 4. B. NUMBER OF ANCHORS AS SHOWN FOR UNITS RATED +45/-45 PSF. NUMBER OF ANCHORS FOR HIGHER DESIGN PRESSURE BASED ON COMPARATIVE ANALYSIS, REFER TO SHEET 5. 314" OVERALL 1/8" ANNEALED GLASS 1/2" AIRSPACE 1/8" ANNEALED GLASS 36 HOTMELT TRUSEAL "H" 1/2" GLASS BITE GLASS TYPE A GLASS TYPE S 314" OVERALL 3/16" ANNEALED GLASS 3/8" AIRSPACE 3/16" ANNEALED GLASS 6 HOTMELTTRUSEAL"H" 1/2" GLASS BITE 314" OVERALL 1/8" TEMPERED GLASS 1/2" AIRSPACE 1/8" TEMPERED GLASS 36 HOTMELT TRUSEAL "H" Al 1/2" G SS BITE 8 �� 38 PROPRIETARY AND CONFlDENIIAL GLASS TYPE C 3/4" OVERALL 3/16" TEMPERED GLASS 318" AIRSPACE 3/16" TEMPERED GLASS ) HOTMELT TRUSEAL "H" 1/2" GLASS BITE GLASS TYPE D NOTE: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE DESIGN PRESSURES FOR UNITS GLAZED WITH 1/8" ANNEALED IGU - TYPE A WDTH(M HE3GHT(T) 35 3/4 75 87 1/2 102 112 108 3/4 110 1/4 120 1125 5/8 17 7/8 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 +451-60 29 1/2 +45/-60 +45/-60 +451-60 +45/-60 +45/-60 +45/-60 +45/-60 +451.60 31 1/2 +45/-60 +45/-60 +45/-60 +45 / -60 +45/-60 +45/-60 +45/-60 +45/-60 35 1/2 +45/-60 +451-60 4451.60 +451.60 +45/•60 +45/-60 +45/-60 +45/-60 39 1/2 +45/-60 +45/-60 +45/-60 +45/-60 +451.60 +45/-60 +45/-60 +45/-60 41 1/2 +45/-60 +45/-60 +451.60 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 43 1/2 +45/-60 +45/-60 +45/-60 +45/-SBS +45/-57,6 +45/-57,4 +45l-562 +45l-55,7 47 1/2 +45/-60 +45 / -56.4 +45 / -52.7 +45 / -50.2 +45 / -49.4 +451-49.2 +45 /: -48.2 +45 / •47,6 51 1/2 445 / -60 +45 / -50.2 +45 / -46.4 ±43.7 343 ±42.8 ±d1.8 ±41.3 53 1/2 +45/-60 +45/-47.5 ±43.8 ±41±40.1 t39.2 ±38.7 55 1/2 +451-60 +45/-45.2 ±41.4 ±3B.6 ±37.8 ±37.7 ±36.8 ±36.3 62 +45/-60 ±38.8 ±35.3 ±32.4 ±315 1 ±31.4 ±30.4 ±30 DESIGN PRESSURES FOR UNITS GLAZED WITH 3/16' ANNEALED IGU - TYPE B WIDTH (N HEIGHT(N 35 3/4 75 87 1/2 102 1/2 108 3/4 110 1/4 120 125 518 17 7/B +45/-60 +457-60 +451-60 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 29 1/2 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 +451-60 +45/-60 31 1/2 +45/-60 +451-60 +451-60 +45/-60 +451-60 +45/-60 +45/-60 +45/-60 35 1/2 +45/-60 +451-60 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 +451-60 39 1/2 +45/-60 +451-60 +45/-60 +451-60 +45/-60 +45/-60 +45/-60 +45/-60 41 1/2 +45/-60 +451-60 +45/-60 +45/-60 445/-60 +45/-60 +45/-60 +45/-60 43 1/2 +45/-60 +45/-60 +45/-60 +45 / -58.5 +45 / -57.6 +45 / -57A +45 / -56.2 +45 / -55.7 47 1/2 +45/-60 1 +45 / -56.4 1 445 / -52.7 1 +45 / -50.2 1 +45 / -49.4 +45 / -49.2 1 +45 / -48.2 +45 / -47.6 51 1/2 +45 / -60 +45 ! -50.2 +451.46.4 ±43.7 ±43 ±42.8 ±41.8 ±41.3 53 1/2 +45/-'0 +45/-47.5 ±43.8 ±41 ±40.3 ±40,1 ±3B.2 ±38,1 55 1/2 +45/-60 1 +45/-45.2 1 ±41.4 1 ±38.6 1 ±37.8 ±37.7 1 ±35.8 ±3613 62 - +45/-60 1 ±38.8 1 ±35.3 1 ±32A I ±3l.6 ±31.4 1 ±30.4 +s0 DESIGN PRESSURES FOR UNITS GLAZED WITH 1/8" TeVVEIED GU- TYPE C WOTH (Pl) HEIGHT(IN) 35 314 75 87 1/2 102 1/2 108 3/4 110 114 120 125 5/8 17 7/8 +45/-60 +45/-60 +451-60 +451.60 +45/-60 +45/-60 +45/-60 +45/-60 29 1/2 +45/=60 +45/=60 4451-60 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 31 1/2 +45/-60 +45/-60 +45/-60 +45 / -60 +45/-60 +45 / -60 +45/-60 +45 / -60 35 1/2 +45/-60 +451-60 +451.60 +45/-60 +45/-60 +45/-60 +45/-60 +45/=60 39 112 +45/-60 +45/-60 +451.60 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 41 1/2 +45/-60 +451-60 +45/-60 +451-60 +45/-60 +45/-60 +45/-60 +45/-60 43 1/2 +45/-60 +45/-60 +45 / -60 +45 / -58.5 +45 / -57.6 +45 / -57.4 +45 / -Sfi.2 +451-55.7 47 1/2 +45/-60 +45 / -56.4 +45 / -52.7 445 / -502 +451-49.4 +45 / -49.2 +45 / -48.2 +45 / -47.6 51 1/2 +45/-60 +45 / -50.2 +45 / -46.4 ±43.7 ±43 ±42.8 ±41.8 ±41.3 53 1/2 +451-60 +45/-47.5 ±43.0 ±41 ±40,3 ±40.1 ±39.2 ±38.7 55 112 +45/-60 +45 / -45.2 ±41.4 ±38.6 ±37.8 ±37.7 ±36.8 ±36.3 62 +451-60 ±38.8 1 1'35.3 ±32.4 -1,6 ±31.4 1 +ui'0.4 ±30 DESIGN PRESSURES FOR UNITS GLAZED WITH 3/16" TBJPEAED IGU - TYPE 0 WIDTH IN HECHT(" 35 3/4 75 67 112 102 1/2 108 3/4 110 1/4 120 125 5/8 17 7/8 445/-60 +451.60 4451.60 +45/-60 445/-60 +45/-60 +45/-60 +45/-60 29 1/2 +45/-60 +45/-60 +451.60 +45/-60 +45/-60 +45/-60 +451.60 +45/-60 31 1/2 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 +451-60 35 1/2 +45/-60 +45/-60 445/-60 +45/-60 +451.60 +45/-60 +45/-60 +45/-60 39 112 +45/-60 +451.60 +45/-60 +45/-60 445/-60 +45/-60 445/-60 +45/-60 41 1/2 +45/-60 +45/-60 +45/-60 +45/-60 +45/-60 +45/=60 +45/-60 +451-60 43 1/2 +45/-60 +45/-60 +45/-60 +45 / -58.5 +45 / -57.6 +45 / -57.4 +45 / -56.2 +45 / -55.7 47 1/2 +45/-60 +45 / -56.4 +45 / -52.7 +45 / -50.2 +45 / -49.4 +45 / -49.2 +45 / -482 +45 / -47.6 51 1/2 +45 / -60 +45 / -50,2 +45 / -46.4 ±43.7 ±43 ±42.8 ±41.8 ±41.3 53 1/2 +45/-60 +45 / -47.5 ±43.8 ±41 ±40.3 ±40.1 ±39.2 ±38.7 55 1/2 +45/-60 +45/-45.2 ±41A ±38.6 ±37.8 ±37.7 ±36.8 ±36.3 62 +45/-60 ±38.8 ±35.3 ±32.4 ±31.6 ±31.4 ±30.4 ±30 Nunber of anchors far units using # 8 wood screw for Rn installation Unit w idth (in) Total 35.75 75 87.5 102.5 108.75 110.25 120 125.625 Side 8.9375 18975 21,875 25,625 27.1875 27.5625 30 31.40625 Center 17.875 37.5 43.75 51.25 54.375 55.125 60 62.8125 Height (in) H & SI Jamb H & S Jamb H & S Jamb H & S Jarrb H & SI Janb H & S Janb H & SI Jamb H & B Jamb 17.876 5 1 3 10 3 11 3 13 3 14 1 3 14 3 15 1 3 16 3 29.5 5 4 10 4 11 4 13 4 14 1 4 14 4 15 4 16 4 31.5 5 4 10 4 11 4 13 4 14 4 14 4 15 4 16 4 35.5 5 5 1 10 5 11 5 13 5 1 14 5 14 5 15 5 16 5 39.5 5 5 10 5 1 11 5 13 5 1 14 5 1 14 5 15 5 16 5 41.5 5 6 10 6 11 6 13 6 14 6 14 6 15 6 1 16 6 43.5 5 6 10 6 11 6 13 6 14 6 14 6 15 6 16 6 47.5 5 6 10 6 11 6 13 6 14 6 14 6 15 6 16 6 51.5 5 7 10 7 11 7 13 7 14 7 14 7 15 7 16 7 53.5 5 7 10 7 11 7 13 7 14 7 14 7 15 7 16 7 55.5 5 7 10 7 11 7 13 7 14 7 14 7 15 7 16 7 62 5 8 10 8 11 8 13 8 14 6 14 8 15 8 tfi 8 Timber of anchors for units us Ng # 10 wood screw or 3/16" Eido Tapcon for Frarne installation Unit w idth (in) Total 36 75 87.5 1 102.5 1 108.75 1 110.25 120 125.625 Side 12 18.75 21.875 1 25.625 1 27.1875 1 27.5625 1 31.40625 Center Haight (in) 12 H& S Jamb 37.5 H& S Jamb 43.75 H& S Jamb 1 51.25 H& S Jar b 1 54.375 H& S Jamb 1 55.125 H& S Janb 1 60 H& S Janb 62.8125 H& S Jamb 12 3 2 6 2 7 2 8 2 8 2 B 2 9 2 9 2 29.5 3 3 6 3 7 3 8 3 8 3 8 3 9 3 9 3 31.5 3 3 6 3 7 3 8 3 8 3 8 3 9 3 9 3 35.5 3 3 6 3 7 3 8 3 8 3 8 3 9 3 10 3 39.5 3 3 6 3 7 3 9 3 9 3 9 3 10 3 11 3 41.5 3 3 6 3 7 3 9 3 9 3 10 3 11 3 11 3 43.5 3 3 7 3 8 3 9 3 9 3 10 3 10 3 11 3 47.5 3 4 7 4 7 4 8 4 9 4 9 4 10 4 10 4 51.5 4 4 6 4 7 4 8 4 8 4 8 4 9 4 9 4 53.5 4 4 6 4 7 4 8 4 8 4 8 4 9 4 9 4 55.5 4 4 6 4 7 4 8 4 8 4 8 4 9 4 9 4 62 4 5 6 5 7 5 8 5 8 5 8 5 9 5 9 5 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. f WINDOW SYSTEMS 900 S.W. 44TH AVENUE ICALA. FLORIDA 34474 I"' "' "XOX" COMP. ANALYSIS AND ANCHORS - NON IMPACT 8200 L.'"..... ...AAJ 8/13/2009 IVC HORIZ. SLIDER NTS "CWS-340 �'A��' 40FIl40FIl DESIGN PRESSURES FOR UNITS GLAZED WIi11 E O'�9 ��\\\\�\5` �.� N WINDOW TEMS *� _ 5 1900 S.W. 44TH AVE CALA, FLORIDA 34474 C°yam �` t TL ' "XO" COMP. ANALYSIS D ANCHORS -NON IMPACT STATE OF 'C�s 'ZOR1�p. 8200 HAW •t AAJ - PATE:8/13l2009 PROPRIETARY AND CONFIDENML INFORMATION CONTAINED IN THIS IS THE SOLE PROPERTY \ \� /� S% "' EaNG OF CUSTOM \\ 'PVC HORIZCALE . SLIDER PVC N .: CWS-340 WINDOW SYSTEMS, NC. ANY REPRODUCTHE TION IN PART OR ASA WHOLE WITHOUT THE ��� WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. : A 5 OF 11 IGU 1/e°ANNEALED-TYPE A wmnl(e� Height (In) 24.75 27S 29.5 31.5 35.5 39.5 41.5 43.5 47.5 51.5 54 17.875 WS/-67.5 WS!-87.5 WS/-87.5 WSI-87.5 WS/-67.5 WS/-67.5 WS/-675 WS/-67.5 WS/-87.5 WS/-67.5 WS/-67.5 29.E WS!-67.5 WS/•67,5 WS/-67.5 WS!-67.6 +45/-67.5 W5/-67.5 W5/-67.5 W5/-67.5 +45l-67.6 WS/-67.5 WS/-fi7,5 31.5 W5/-67.5 WSI-67.5 a45l-67.5 /•67.5 WS!•67S WS/-67.5 WS/-67.5 W5/-67.5 WS/-67.5 W5/-67.5 WSI-fi7S 35.5 W5/-67.5 WS/-67.5 WS!-67.5 WS .5 W5/-67.5 W5/-67.5 WS/-67.5 WS/•67.5 W5/-67.5 WS/-67.5 WS/-67.5 39.5 WS/-67.5 W5/-67.5 WS/-67.5 WS/-67. /-67.5 W5/-67.5 W5/-67.5 W5/-67.5 WS/-87.5 WS/-67.5 W5/-67.5 41.E W5/-67.5 WS/-67.5 WS/-67.5 +451-67.5 -67.5 W5l-67.5 WS/-87.5 W5/•67.6 WS!•67.5 WS/-87.5 WS!-67.5 43.5 W5/-67.5 -MS/-67.5 +45/-67.5 t451•67.5 +45/- +451-67.5 +45/•67.5 +45/•67.5 4451-67.5 +45/-67.5 +45/-fi7S 49 W5/•67.5 WS/•67.5 WS/•67.5 WSI-67.5 +45/-67.5 5/-67.5 WS/-67.5 WS/•67.5 W5/-66.8 W5l-63.3 WS/-61.5 51.5 W5/-67.5 WSI-87.5 WS/-87.5 WS/-875 W5/-67.5 W 7.5 W5/•67,5 W4/-66.7 WS/-62.6 WS/-59.2 WS/-57.4 63.5 WS/-67.5 WS/•67.5 WS!•67.5 WSI-67.5 +45/-675 WS/63.6W51-59.63WS/-54555.5WS-67.5WS-67.5WS/•67.5 W51-65.4 W5/-60.7 WS(-569WS59.E WS/•67.5WS/•67.5W5/•67.5WS•67.5 +45/-65.6 WS/-60.1WS/7/•52,1WS/-49.1W5/-47.462 �/2..g WSWS/-67.5W5/-67.6+45/-87.fi WS/-82.5 +45/572 W5/•53 WSI-49.5 W5/-46.6 t45 DESIGN PFiP55URE5 FOR UNITS GLAZED WITH IGU 3/16"ANNEAL®• B vvlDn-I (M Height (In) 24.75 27S 29.5 31.5 35S 39.6 41.5 43.5 51.5 54 17.875 W5/-67.5 W5/-67.5 WS/-67.5 WS/•67.5 WS/-67.5 W5l-67.5 WS/-67.5 WS/•67.5 .5 WSI-67,5 WS/-fi7S 29.5 WS/-67.5 WS/-67.5 WS/-67.5 W5/•67.5 WS/-67.5 WS!-67.5 WS/-67.5 t45/•67.5 7. WSI-67.5+4-67531.5WS•67.5 W5/-67.5 W5/-67.5 W5l•67.5 W51.67.5 WSI-67.5 WS/-67.5 WS/-67.5 7,5 -67.5 W5/-67,635.5 +45/-67.5 WS/-67.5 W5/-67.5 WS/-67.5 WS/-87.5 WS/-67.5 WS/-67.5 WS/-67.5 7.5 WS/- .5 WS/-67539.5 WS/-67.5 WS/-67.5 WS/•67.5 WS!•67.5 WS/•67.5 WS/-fi7.5 WS/•67.5 WS/-67.5 7.5 W5/-67. +45/-67.541.5 WS/-67.5 WS/-67.5 WS/•67.5 -W5/•67.5 a45/-67.5 WSI-67.5 +45/•67.5 t45/-67.5 67.5 +451-67.5 T57;U7/--474 -67.5 43.5 WS/-67.5 WSI-87.5 WS/-67.5 W5l-67.5 WS/-67.5 WS/-67.5 WS/•67.6 W5/-67567.5 WS/-67.549 Wb/•67.5 WS!•67.5 WS/-67.5 WS/-67.5 WS/-87.5 W5/-87,5 W51-87.5 WS/-67.5 66.8W5/-63.3+451-61. 515 W5/-67.5 W5/•67.5 WS/-67.5 +451-67.5 WS/-875 W5/•fi74/•fi6.7 62,6 WS/-59.2 WS/•57.4 53SWS!-67.5WS/-67.5WS/-67,5WSI.67.5 WS/-675/63.6 9.6 WS/-56.3 W5/-54.6 55.5 WS/-67.5 W5/-67.5WI-67.5/W5/-62.9WSI-60.7 6.9 WS/-53,7 WS/-5269,5 W5/-67,6WS!-67.5W5W5/-67,5/-65.6WS/•60.1W5l57.8WS/•55.72,1WSI-49.1+451-47462W5/-67,5WSI.67.5WS/•fi75WS/67.5WS/-fi2.5 WS/57.29,5 W51-46.6 t45 DESIGN PRESSURES FOR uNrrs GLAZED WITH IGu ve• TEMPEA®- TYPEc wIDn1(PJ1 Height (in) 24.75 27.5 29.5 31.5 35.5 39.5 41.5 43,5 47,5 51.5 54 17.875 W5/-67.5 W5/•67.5 WS/-fi7.5 W5/•67.5 WS/-675 WS/•fi7S WS/•67.5 WS/-67.5 WS!-67.5 -�45/-67.5 +45/-67.5 29.5 WS/-67.5 W5l-67.6 W5l•fi7,5 W6/•67.5 WS/-67.6 WS/-67.6 WS/-67.5 WS/-67.5 W5/-67,5 WS/-67.5 WSI.67,5 31.5 W5/-67.5 WS/-67.5 WS/-67.5 W5/-67.5 WSI-67.5 W5/-67,5 WSI.67.5 +45/-67.5 -i451-67.5 +45/-67.5 +45 /-67.6 35.5 WS/•67,5 WS/-67.5 WS/-675 WS/•67.5 WSI-67.5 WS/-67.5 WS/-67.5 WS/-67.5 WS!•67.5 W51-67.5 W5/-67.5 39.5 WS/-67.5 WS/-67.5 WS/-67.5 W5/-67.5 WS/-67.5 WS/-67.5 W5/•67.5 WS/•67.5 W5/-67.5 WS/-67.5 WSl-675 41.5 WS/-67.5 WS/-67.5 WSI-67.5 WS/-67.5 WS/-87.5 W5/-67,5 W5/•67.5 WS/•67.6 WS/-67.5 WS/-67.5 WS/-67.5 43.5 WS/-67.5 W5l-67.5 WS/-67.5 WS/-67.5 W5/-67.5 WS/-67.5 WS/-67.5 WSJ-67.5 W5l -67.5 WS/-67,5 W51-675 49 W5/-67.5 WS/-67.5 WS/-67.5 W5/-67.5 WS/-67.5 WS/-67.5 W5l•67.5 +45/-675 WS!•66.8 WSI-63.3 W5/•61.5 51.5 W5/-67,5 W5/-67.5 W5/•67.5 W5/•67.5 W5/-67.5 WS/-67.5 WS/-67.5 W4/-66.7 WS/-62.8 W5/•59.2 WS/-57,4 53.5 WS/-67.5 WS/-67.5 WSI-67.5 W51-67.5 W5/-675 W5/-67.5 W5/-65.9 i45163.6 WS!-59.6 W5/36.3 W51-54.6 55.5 W55 67.5 1.811 WS/-fi7.5 WS/-67.5 WS/-65.4 W51.62.8 WS/-fi0.7 W5l-56,B WS/-53.7 W5/-52 58.5 W5/-67.5 WSI.67.5 WSI.67. 67.5 WS/-65.6 WS/-60.1 W5/57.8 a45/-55.7 +45/-52.1 W5/-49.1 W5/•47.4 62 WSI-67.5 WS/-67,5 WS/-67.5 WSI-67.5 WS/-625 W5/67,2 WS/55 WSI-53 W5/•49.5 W5l-46.6 t45 DPSGN PRESSURE FOR UNITS GLAZED WITH K',U 3/16" TETJPE7i®-TYPE D w1Dni (N1 Height (in) 24.7E 27S 29.E 31,5 35.5 39.5 41.5 43.5 47.5 51.5 54 17.875 WS/-87.5 WS/•67.5 WS/•67.5 W5/-67.5 WS/-67.5 W5/-67,5 WS/-67.5 WS/-67.5 W5/-67.5 W5/-67.5 f45/•67.6 29.5 WS/•67.5 WS/-67.5 a45/-67.5 W51.67.5 t45/•67.5 WSI-67.5 WS/•67.5 W5/-fi7.5 W5/-67.5 WSI.67.5 WS/-67.5 31.5 W51.67.5 WS/•67.5 W5/-67.5 WS/•67.5 W5/•67.5 45!-67.5 WS/•67.5 WS/-67.5 WS!-67.5 WSI.67.5 WSI.67S 3515 W5/-67.5 WS/•67,5 WS/-67.6 WSI-67.5 WS/-67.5 W5/-67.6 WS/-67.5 WS/-67.5 W51-67.5 WS/•67.5 W5/-67.6 39.E WS/-67.5 WS/-87.6 WS/-87.5 WS/-67.5 W5/-87.5 WS/-67.5 W5/-67,5 a45 /-67,6 W5/•67.5 W5/-67.5 W5/-67.5 41.5 WS/•fi7.5 WSI.67.5 a45 /-67.5 WS(-fi7.5 +45/-675 W5/-67.5 WS/-67.5 W5/-67.5 W5l•67.5 WS/-67.5 WS/-67.5 43.5 WS/-67.5 WS/-67.5 WSI.67.5 WS/-67.5 W5/-67.5 W51-67.5 WS/-67.5 +95/•67.5 W5/-67.5 WS/-67.5 W5/•67.5 49 W5/-67.5 WSI-67.5 WS/•67.5 .45/-67.5 45/•67.5 WS/-67.5 WS/-67.5 W5/-67,5 W51-66.8 WS/-63.3 W5/-fi7S 61.5 W5/•67.5 WS/-87,5 WS/-67.5 W5/-67.5 W5/-67,5 W5/-67.5 WS/-67,5 W4/•66.7 +451•62.6 WS/-59.2 WS/-57.4 53.5 W5/-67.5 WSI.67.5 WS/•67.5 W5/•67.5 W5/•67.5 W5/-67.5 W5!•65.9 WS/63.fi WS/•59.6 WS/•56.3 WS/-54.6 55.5 W5/-67.5 WS/-67.5 WS/-67.5 WS/•67.5 W51.67.5 W5/-65.4 W5/-62.9 WS/•60.7 W5/-56.9 WS/-53.7 WS/-52 59,5 Wb/-67.5 W5/•67.6 WS/-67.5 W51-67.5 W5l-65.8 W5/-60.1 W5157.8 WS/-55.7 W5f-52.1 W5l-49.1 W5/-47.4 62 WS/-67.5 WS/-67.5 W5/•fi7.5 WS/-fi7.5 W5/-62,5 Wbl57.2 WS/55 W5/-53 WSI.49.6 WS/-46.6 t45 Units anchored using # 8 wood screw for Fn installatbn ' Single Panel and Total Unit Width (in) 12.375 13.75 14.75 15.75 17.75 19.75 20.75 21.75 23.75 25.75 27 Haight (in) 24.75 H&S Jamb 27.5 H&S Jarrb 29.5 H&S Jamb 31.5 H&S Jarrb 35.5 H&S Ja�1b 39.5 H&S Jamb 41.5 H85 Jarrb 43.5 H&S Jarrb 47.5 H&5 Janb 51.5 H&S Jarrb 54 H&S Jarrb 17.875 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 3 3 4 3 4 3 29.5 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 4 4 4 4 31.5 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 4 4 4 4 35.5 2 5 2 5 2 5 2 5 3 5 3 5 3 5 3 5 3 5 4 5 4 5 39.5 2 5 2 5 2 5 2 5 3 5 3 5 3 5 3 5 3 5 4 5 4 5 41.5 2 6 2 6 2 6 2 6 3 6 3 fi 3 6 3 6 3 6 4 6 4 6 43.5 2 6 2 6 2 6 2 6 3 6 3 6 3 6 3 6 3 6 4 6 4 6 49 2 7 2 7 2 7 2 7 3 7 3 7 3 7 3 7 3 7 4 7 4 7 51.5 2 7 2 7 2 7 2 7 3 7 3 7 3 7 3 7 3 7 4 7 4 7 53.5 2 7 2 7 2 7 2 7 3 7 3 7 3 7 3 7 4 7 4 7 55.5 2 7 2 7 �2 7 2 7 3 7 3 7 3 7 3 7 4 7 4 7 59.5 282828 3 8 3 8 3 [fl� 8 3 8 4 8 4 8 62 2 8 2828 2 8 3 8 38 3 8 3 8 4 8 4 8 Units anchored using # 10 wood screw or 3/16° Boo Tapcan for Frarte installation Single Panel end Total Unit Width (In) 1.2.375 13.75 14.75 15.75 17.75 19.75 20.75 21.75 23.75 25.75 27 24.75 27.5 29.5 31.5 35.5 39.5 41.5 43.5 47.5 51,5 54 Height (in) S Janb H&S Jamb H&S Jamb H8S Jamb H8S Jamb H8S Jamb H85 Jarrb H&S Jamb H&S Jamb IiBS Jamb H&S Jamb 17.875 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 29.5 2 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 31.5 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 3 35.5 2 3 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 3 3 3 39,5 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 41.5 2 3 2 2 3 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 43.5 2 4 2 4 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 49 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 51.5 2 4 2 4 2 � 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 53.5 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 55.5 2 4 2 4 2 4 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 59.5 2 5 2 5 2 5 2 \5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 62 2 5 2 5 2 5 2 5 2 5 3 5 3 5 3 5 3 5 3 5 3 5 EXTERIOR TYPICAL VERTICAL SECTION NOTE: SHOWS SASH CUTAWAY INTERIOR ffTYPICAL VERTICAL SECTION NOTE: SHOWS FIXED OLASS CUTAWAY OTE: ITEMS 20, 25, 27, 34, 39, 40, 1, 48, 451,52 ARE USED BUT NOT HOWN FOR CLARITY. PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. T TYPICAL HORIZONTAL SECTION ALTERNATE FIN FRAME E MgA- TAT OF 'h'9s�.y '°F•'c�OR10P• �e�: S.W. 44TH AVENUE A, FLORIDA 34474 "OX" - "XO" SECTION VEWS & ALT. FRAME - NON IMPACT 8200 •AAJ p 8/13/2009 PVC HORIZ. SLIDER NTS NO.: OWS-340 'A rHtt' 6OF11 UNIT WIDTH 6 9 7 7 9 10 35 10 35 38 8 3 3 26 8 38 43 38 26 _I INTERIOR _ e t � g 42 1 � 6 38 16 18 16 6 15 - a .o a o t 35 4 49 49 4 EXTERIOR So 49 49 g 3 1 50 5U 6 5 36 14 14 38 5 6 50 1 4 50 � OVERALL FLANGE WIDTH 26 11 49 T TYPICAL HORIZONTAL SECTION 1 7 EXTERIOR INTERIOR OVERALL 43 UNIT FLANGE HEIGHT HEIGHT SEE GLASS TYPE ;@---- 8 DETAILSHT.4 38 4 36 6 11 U9 10 50 I 9 12 6 1 356 z4 CF�TYPICAL VERTICAL SECTION NOTE: UPPER SHOWS FIXED GLASS CUTAWAY 2 ALTERNATE FIN FRAME TYPICAL VERTICAL SECTION NOTE: SHOWS SASH CUTAWAY OTE: ITEMS 20, 25, 27, 34, 39, 40, `�wJ\�\6 ENs-. l p ,,,i WINDOW 1, 48, 51, 52 ARE USED BUT NOT 1900 S.W. 44TH AVENUE HOWN FOR CLARITY. *• 0,.6r251 E' CALA, FLORIDA 34474 S-TAATTE OF ..!�4, ` rLE."XOX" SECTION VIEWS & ALT. FRAME -NON IMPACT PROPRIETARY AND CONFlDENiIAL �iS1 .'c[ORIOP �� '8200 HAWN 'AAJ 8/13/2009 THE INFORMASYSTION CONINCTAANYREP THIS DRAWION NG IS THE SOLE T OR AS PROPERTY WHOLE WITHOUTTCUSTOM '///,��NAi,�a��\ PVC HORIZ. SLIDER NTS "CWS-340 WINWRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. - : A 7 OF 11 2 1 H•6031 Man Fr., SH, w/Rg., PVC, SRI 3 1 WinFr., SH, w/Fig., PVC, L. Jb. 4 1+6031 Man Fr., SH, w/Rg., PVC, R Jb. 5 FI-1602 Meet. Rag, Fxd. 6 K9 S-6005 Antl-L8t/Roller track 7 1+6027 Sash Meet. Rail, PVC 8 F+1497 Reinf. Sash Meet. Rao H-6028 Sash Bottom Rag, PVC (S.S.R for HS) 10 1 S-1498 Ranf. S.B.P,JS.S.R, I I 1-1-6004 Sash Top/Bot. Rag 12 S-1678 Roger track 13 S-6016 Glz. Bd., 3/4',Fxd., Fbriz. 14 S-6016 Glz. Bd., 3/4",Fxd., Vert. 15 S-6016 I Glz. Bd., 3/4",Sash, I-brtz. 16 S-6016 IGIz. Bd., 3/4",Sash, Vert. 17 5-6013 Scrn. Adapt., w/ Nb, PVC 18 5-6014 Scrn. Adapt, PVC 20 1 S-1504 Anchor alp ' 21 P-3804 I Roller. Tandem 23 1 P-3784 Keeper, Impact, PVC 24 P-3215 Weep Cover w/ Flap 25 PL3893 Fl int. Rate, F.M.R. 26 P-3429 Wstp., 0.270 x .187 back FnSeal, Gray 27 P-3765 #6 x 2.000 Ph PH SMS 28 S-1112 Glazing Bead 29 P-3768 802hPH SMS 30 1Wx1.6 250h PH TEK, Wht. 31 1 P-3748W 1#6 x 0.625 Quad FHTEK, Wht. 32 P-3010 I Bulb Vinvl w/ Rlold Base..350 H'nh 34 1 R3342 Seam Sealer, SM-5504 35 P-3752 Cap Rug, 1/2" Hole 36 R3438 Hot Mall, TruSeal, "Fr 38 R3352 Set. BSc, 85 Dur., 1/8° x 5/8" x 2" Lg. 39 P-3683 HS-8200 Gold CerL Label, NFRC Tab, Non -matt ASTME 40 P-3881 Temporary LbL (NPRODP) 41 P-3613 CWS Lbl. (logo) 42 Glass, Flxed 43 BeSash 53 1 FR3541 #8 x 1/2" Quad PH T9t 2 Zinc, Screw 46 R3218 Screen Frame, hbriz. 47 R3218 Screen Frans, Vert. 48 P-3321 Screen Frame Corner Key 49 P-3581 Screen Cloth, 18 x 16 Fiberglass 50 P-3228 Screen Spline, .155 Dia., Sk 51 P-3029 Screen Fug Tab 52 R3033 Screen Spring, SS 54 F+6026 Man Fr., SH, w/ Fn., PVC 55 1 P-3113 IScrew Su000rt. P/C 21 PVC FRAME FLANGE-6031 1 1/4" -{ 6 1 /8" FIXED MTG. RAIL-1499 ALUM. REINF. 6063-T6 r13/i6" 1/i6" PVC SASH TOP/BTM RAIL-6004 1 15/16"-7j 1/16I" 9 qq PVC SASH SIDE RAIL-6028 3 1 1/4"" 1/16° 1 3/8" ROLLER TRACK - 1676 ALUM. REINF. 6063-T6 PVC FRAME FIN-6026 7 2 3/16" 1/16 1 5/8° PVC SASH MTG. RAIL-6027 SASH CORNER FRAME CORNER CONSTRUCTION CONSTRUCTION t CORNER W ELD (ALLSIDES) CORNER WELD Lr-3^� 17-1 +„ SCREW SUPPORT P-3113 3116"� 1116' 5 �f�--2 ,ns• v 1 13/16" ANCHOR CLIP, 3780 a ALUMINUM 6063-T6 1 7/16" -2 9/16"� �0 1/4" PVC FIXED MTG. RAIL-6001 518" �--� 6 "L 3/16"1�{i/4 1/16° 10 PLAN VIEW OF T JANCHOR CLIP S.B.R./S.S.R. - 1498 SASH MTG. RAIL-1497 ALUM. REINF. 6063-T6 ALUM. REINF. 6063-T6 1/16112 1 5/16'—L_� 1 1/8" 1 ON1111I11/// 0: (//, VERT. SCRN ADAPT-6014 1*= "•= HORIZ SCRN ADAPT-6013 0 6 O�M . OTE: ITEMS 19, 28, 32, 33, 37, AND 53 ARE NOT %7� SED IN THIS PRODUCT. PROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS G IS THE SOLE PROPRTY OF CUSTOM WINDOW SYSTEMS, NC. ANY REPRODUCTIONI IIN PART OR A A WHOLE WITHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. FIXED MEETING RAIL SCREWEDTOGETHER WITH OUTERFRAME 1/16° 5/16" 13 14 7/8" 1 �— 16 PVC GLAZING BEAD-6016 r 1 5/16" 1/16" 3/8�— PVC ANTI-LIFT/ROLLER TRACK 6005 WINDOW SYSTEMS S.W. 44TH AVENUE A, FLORIDA 34474 EXTRUSIONS & B.O.M. - NON IMPACT 8200 JHAWN 'AAJ r ATE- 8/13/2009 PVC HORIZ. SLIDER NITS " CWS-340 'A BOF11 1 1/4" (MIN. EMBEDMENT) CONCRETE/MASONRY 2_]12_ BY OTHERS (MIN. EDGE DIST) EXTERIOR FINISH BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS •p d d , dd ppp' �% d ' d p (MIN. EDGE DIST) p • p a d D Dp D D D D D o • pp eD pC pD ep• o° D•p D•p D•D D• I> -a pO e•eD.p °.p °Q PERIMETER CAULK BYINSTALLER WINDOW HEAD p � pdD p. p. p 1 1/4" p D (MIN. EMBEDMENT) 'p p • � d ' d 1 BY WOOD BUCK 1 BY OTHERS d d p dp .p _L/4" d ' d p � p 4 MAX SHIM (SEE (SEE NOTE 2 & 3 o � tloOOn�• ANCHOR ON SHT. 2) CLIP INSTALLATION ANCHOR, 3116" DIA. MASONRY ANCHOR. a)L2RIZONTAL SECTION CLIP (MASONRY) WINDOW FRAME SILL PERIMETER CAULK ANCHOR CLIP BYINSTALLER 1/4" MAX SHIM EXTERIOR FINISH (SEE NOTE 2 & 3 ON SHT. 2) BY OTHERS P p • •P .• D ` : p �p 1 BY WOOD BUCK •4•p,p, •o• p, ,P•p, P. ,P•P p• • �BYOTHERS • O •• • . • P •• p „ °�P . P •. • p p•p P • •�D : p.P : p•D 1 1/4„ (MIN. EMBEDMENT) ,� •p •Dip �•P• • i•p ••p••Pi •'P•• o•• 2 1/2" (MIN. EDGE DIST) VERTICAL SECTION ' vrvuno i ®CLIP (MASONRY) BY OTHERS 1/4" MAX. SHIM (SEE NOTE 2 & 3 ON SHT. 2) ANCHOR CLIP INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR. �1 BY WOOD BUCK BY OTHERS —WINDOW PERIMETER CAULK JAMB BYINSTALLER —EXTERIOR FINISH BY OTHERS WINDOW FRAME SILL PERIMETER CAULK BYINSTALLER EXTERIOR FINISH - 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) ANCHOR CLIP INSTALLATION ANCHOR, #10 WOOD ANCHOR. 1 318" (MIN EMBEDMENT) p p p CAULK BETWEEN ' BUCK AND OPENING e p BY OTHERS pp p c p • p p p p • 2 BY WOOD BUCK p BY OTHERS s p � p D • p c p CONCRETE/ MASONRY c p BY OTHERS p p 'e °• o EXTERIOR FINISH T HORIZONTAL SECTION BY OTHERS CLIP (WOOD) HOR CLIP INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR. -1/4" MAX. SHIM (SEE NOTE 2 & 3 ON SHT. 2) PERIMETER CAULK BYINSTALLER BY OTHERS D ° • ° • ° . ° •D° D. > D. o •D. o D • • ° • • °� °D D. 0.DoD° D ° p . ° ° °• °' °D D•° D D D °D D° • �° • °D • o D D D D (MIN EMBEDMENT) D D °p D °D.o D.> O•D D•°D • ° ° DD°D eD D.° CONCRETE/MASONRY 2 1/2" BY OTHERS �JZALTERNATE PRECAST SILL DETAIL (MIN EDGE DIST) B CLIP (MASONRY)I _ . , _ —r PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM1 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. (MIN EXTERIOR FINISH BY OTHERS PERIMETER CAULK BYINSTALLER DRYWALL" BY OTHERS (MIN EMBEDMENT) CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT 21/2" CONCRETEIMASONRY (MIN EDGE DIST.) BY OTHERS • (MIN EC D•D•p•p• o. o. DRYWALL 1 BY BUCK BY OTHERS WINDOW FRAME HEAD WINDOW SILL EXTERIOR FINISH BY OTHERS ...�ti•; • p p : p • � p: D. •e .• .D ••D �p •D• • D DD• 1 BY WOOD BUCK BY OTHERS •"� 114" MAX SHIM r' �';r'}�'; (SEE NOTE 2 & 3 ON SHT. 2) • C CAULK UNDER SCREW HEAD BYINSTALLER • 4 . IIr p am •pip •••• ONCE) p •4 f c •p•p •p. WINDOW FRAME BY OTHERS EXTERIOR FINISH JAMB BY OTHERS PERIMETER CAULK 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BYINSTALLER INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT BYINSTALLER T HORIZONTAL SECTION FRAME (MASONRY) Tri-I INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD BYINSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) SILL STOOL BY OTHERS D , p D •p • .D USE SOLID WOOD SUPPORT • p• TO MAKE SILL LEVEL, ,D D> BY OTHERS. • 1 1/4" • 2 1/2" • I•� (MIN EMBEDMENT) (MIN EDGE DIST.) BY OTHERS VERTICAL SECTION FRAME (MASONRY) 1 3/6" (MIN EMBEDMENT) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BYINSTALLER DRYWALL BY OTHERS 0. 0� INSTALLATION ANCHOR, • ' #10 WOOD ANCHOR W/ NEOPRENE BACKED • . WASHER THRU SCREW 6 SUPPORT A 0 • e' CAULK BETWEEN WINDOW FRAME--� A • ^ • BY OTHERS BUCK AND OPENING JAMB t ;V :.• PERIMETER CAULK BYINSTALLER •2 BY WOOD BUCK EXTERIOR FINISH BY OTHERS BY OTHERS (IJf1 HORIZONTAL SECTION 1 FRAME (WOOD) INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW w/NEOPRENE WINDOW FRAME BACKED WASHER THRU SCREW SUPPORT SILL CAULK UNDER SCREW HEAD BYINSTALLER PERIMETER CAULK BYINSTALLER 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) EXTERIOR FINISH BY OTHERS D ° • ° • • ° • ° D o .° • o • e • o D. o D. 0 11/4" o D ° D • D ° ° . o D °. o D (MIN EMBEDMENT) o D . ° ° D D D ° • ° o • ° D°D • °� D DpD° DpD° D. o D. e .D° o D CONCRETE .A.SONRY 2 1/2" BY OTHERS (MIN EDGE DIST.) ALTERNATE PRECAST SILL DETAIL FRAME(MASONRY) f PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1 1,2" (MIN EMBEDMENT) SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN---,", BYINSTALLER'd WINDOW WRAP 0••$ BYINSTALLER ' PERIMETER CAULK A8a' BYINSTALLER WINDOW HEAD WINDOW FRAME SILL PERIMETER CAULK d:• BYINSTALLER WINDOW WRAP cc BYINSTALLER CAULK BEHIND FIN BYINSTALLER o w EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS /P\ VERTICAL SECTION G]l FIN (WOOD) INSTALLATION ANCHOR, #8 WOOD SCREW 2 BY WOOD BUCK BY OTHERS L1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS — INSTALLATION ANCHOR, #8 WOOD SCREW Lim (MIN EMBEDMENT) 2 BY WOOD BY OTHERS INSTALLATION ANCHOR, #8 WOOD SCREW —�{ 114" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) (MIN EMBEDMENT) Nj SHEATHING BY OTHERS d ' . d' .;de ° EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN PERIMETER CAULK BYINSTALLER BYINSTALLER WINDOW WRAP BYINSTALLER �O�HORIZONTAL SECTION FIN (WOOD) PROPRIETARY AND CONFIDEN71AL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. I'. WINDOW FRAME JAMB Florida Building Code Online - Page 1 of 3 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 Links I Search Product Approval r+ USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL, # FL7989-R4 1 Application Type Editorial Change Code Version 2007 Application Status Approved Comments Archived L l Product Manufacturer CASI_Building•P"roducts Address/Phone/Email 5371 SE Maricamp Rd Building B Ocala, FL 34480 (813)247-3658 flvalidation@yahoo.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLO Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan ]. King, P.E. P1 Validation Checklist - Hardcopy Received Certificate of Independence FL7989 R4 COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 / E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtPHFCetZnVOs... 2/1/2011 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 06/10/2010 06/21/2010 06/28/2010 08/10/2010 Summary of Products FL IlModel, Number or Name Description 7989.1 a. ANCHOR Safe .018" Galvanized Steel Non -Porous Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL7989 R4 II INST 7989.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Shutter does not meet requirements for "Wind FL7989 R4 AE EVAL 7989.1.1)df Zone 4" (basic wind speed A 140 mph) as defined in Created by Independent Third Party: Yes ASTM E1996-02. See INST 7989.1 for specific Design Pressure Ratings by size, additional use limitations and installation Instructions. 7989.2 11b. ANCHOR Safe .024" Galvanized Steel Non -Porous Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL7989 R4 II INST 7989.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Shutter does not meet requirements for "Wind FL7989 R4 AE EVAL 7989.2.pdf Zone 4" (basic wind speed A 140 mph) as defined in Created by Independent Third Party: Yes ASTM E1996-02. See INST 7989.2 for specific Design Pressure Ratings by size, additional use limitations and installation instructions. 7989.3 11c. ANCHOR Safe .050" Aluminum Non -Porous Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL7989 R4 II INST 7989.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Shutter does not meet requirements for "Wind FL7989 R4 AE EVAL 7989.3.pdf Zone 4" (basic wind speed A 140 mph) as defined in Created by Independent Third Party: Yes ASTM E1996-02. See INST 7989.3 for specific Design Pressure Ratings by size, additional use limitations and Installation instructions. 7989, d. ANCHOR Safe °TM' Galvanized Steel Non -Po rous storm Panels' Direct ''�" 4 Mont 12.0" O.G. Anchoring u Limits of Use Installation Instructions Approved for use in HVHZ: No FL7989 R4 II INST 7989.4.pdf Approved -for use_outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 .Kmpact Resistant: Yes Created by Independent Third Party: Yes Design Pres"sure: NIA Evaluation Reports Other: Shutter does not meet requirements for "Wind FL7989 R4 AE EVAL 7989.4.pdf Zone 4" (basic wind speed A 140 mph) as defined in Created by Independent Third Party: Yes ASTM E1996-02. See INST 7989.4 for specific Design Pressure Ratings by size, additional use limitations and installation instructions. Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Coovright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgtPB FCetZnVOs... 2/1 /2011 Florida Building Code Online Page 3 of 3 H :.� M3 Wcurih7.uTwcs Verl3lpn Trunlad -' re R�FYL http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtPHFCetZnVOs... 2/1 /2011 Florida Building Code Online Page 1 of 1 Unity Affairs BCIS Home I Log In I User Registration I Hat Topics I Submit surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Unks Search ?E Product Approval T' USER: Public User Product Approval Menu > Product or ADolication Search > Application List Search Criteria RefineSearch Code Version 2007 FL#7989-;4'St 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 - Aonlications FL# Imanufacturer Validated By Status FL7.9891 Editorial ASI Building Products Ryan J. King, Approved R4, Change FL#:FL7989.4 P.E. History �� Model: d. ANCHOR Safe Description:.018" Galvanized Steel Non -Porous Storm Panels - (813) 787- 8283 Direct Mount 12.0" O.C. Anchoring Category: Shutters Subcategory: Storm Panels *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 O 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ®WNM sec:uritysu:.-ritic5 ad yerl3l- Tsualt•d ve n:rrr http://vrww.floridabuilding.org/pr/pr�_appjst.aspx 2/1/2011 w R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL 7989.4 R4 Date: June 10, 2010 Product Category: Shutters Product sub -category: Storm Panels Product Name: ANCHOR Safe 28 Gauge Galvanized Steel Storm Panel Direct Mount Manufacturer: ASI Building Products Corporate Office 4720 East Adamo Drive Tampa, FL 33605 (800)282-6624 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for ASI Building Products based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt; P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No.: FL 7989.4 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (PE # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. PE # 43409 June 10, 2010 PF 1232 Sheet 1 of 3 Limitations 1. Steel storm panels shall be ASTM A653 CS-B steel, 0.018" thickness. 2. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). When used in areas requiring wind borne debris protection, this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "M and excludes Wind Zone 4 as defined in ASTM E1996. 3. Product markings shall be rolled into each panel with spacing in between marking no greater than 36". 4. Positive and negative design pressures to be used with these drawings shall be determined by others for specific jobs in accordance with the governing code. 5. The system detailed herein is generic and does not provide information for a specific site. If site conditions deviate from the conditions detailed herein, a licensed engineer or registered architect shall prepare site specific documents to be used in conjunction with this document. 6. Permit holder shall verify the adequacy of the existing structure to withstand new superimposed loads. 7. All aluminum extrusions shall be 6063-T6 aluminum allow, unless noted otherwise. 8. Top and bottom details shown may be interchanged as field conditions dictate. Panels may be mounted horizontally where applicable. 9. All bolts and washers shall be zinc coated steel, galvanized steel or stainless steel. 10. Anchors shall be installed in accordance with anchor manufacturer's recommendations. Embedment lengths and edge distances shall be as recommended by the anchor manufacturer but in no instance shall they be less than as shown on these approved drawings. Embedment and edge distances shall not include stucco or other finishes. 11. See Drawing # FL- 7989.4 for Design Pressure Ratings. /?-4�:�- Lyndon F. Schmidt, P.E. PE # 43409 June 10, 2010 PF 1232 Sheet 2 of 3 / � 1 Supporting Documents A Drawing 1. Drawing No. FL 7989.4 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests Testing per ASTM E1886-02 and ASTM El996-02 as performed by Testing Evaluation Laboratories Inc., and reported in test report # TEL 07-01010140, signed by Vivian Kay Wright. 2. Testing per ASTM E 330-02 as performed by Testing Evaluation Laboratories Inc., and reported in test report # TEL 07-01010140, signed and sealed by Vivian Kay Wright. C Calculations 1. Anchor calculations prepared and signed and sealed by Lyndon F. Schmidt, P.E. 2. The DP ratings of the longest and shortest panel spans are from tested specimens. The DP ratings of the intermediate panel spans are from comparative analysis calculations per accepted engineering practice, signed and sealed by Lyndon F. Schmidt, P.E. The storm panel is considered non -porous (0.0 in2 porosity) which is under the 10% threshold to be considered a porous shutter. D Other 1. Certificate of Participation issued by Keystone Certifications, Inc., certifying that ASI Building Products is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. L�� Lyndon F. Schmidt, P.E. PE # 43409 June 10, 2010 PF 1232 Sheet 3 of 3 . air' ANCHORSafe IBWUOtiGPROUM-Storm P'rotedtion Produdts .600" 0 0 ASI BLIILDINI3 PRODUCTS 0 COROPORATE OFFICE, 4720 EAST ADAMO DRIVE 300"� 0 TAMPA, FL 33605 28 GAUGE GALV. STEEL STORM PANEL DIRECT MOUNT TYP. KEYHOLE PUNCH DETAIL IN PANEL FOR INSTALLATION 1. Steel storm panels shall be ASTM A653 CS-B, 0.18" thickness. Z This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM El996. 3. Product markings shall be rolled Into each panel with spacing In between marking no greater than36". 4. Positive and negative design pressures to be used with these drawings shall be determined by others for specific jobs in accordance with the governing code. 5. The system detailed herein is generic and does not provide information for a specific site. If site conditions deviate from the conditions detailed herein, a licensed engineer or registered architect shall prepare site specific documents to be used in conjunction with this document. 6. Permit holder shall verify the adequacy of the existing structure to withstand new superimposed loads. 7. All aluminum extrusions shall be 6063-T6 aluminum alloy, unless noted otherwise. 8. Top & bottom details shown may be interchanged as field conditions dictate. panels may be mounted horizontally where applicable. 9. All bolts & washers shall be zinc coated steel, galvanized steel or stainless steel. 10. Anchors shall be installed in accordance with anchor manufacturer's recommendations. Embedment lengths and edge distances shall be as recommended by the anchor manufacturer but in no instance shall they be less than as shown on these approved drawings. Embedment and edge distances shall not include stucco or other finishes. TABLE OF CONTENTS SHEETS DESCRIPTION 1 Typical elevation, general notes & details 2 Bill of materials & components 3 Cross sections & comer details 4 Anchoring schedule Ug 8M S1 _m WIDTH UNLIMITED (PERP. TO PANEL SPAN) j d 20m p Z X. Z O Q H ' F--g S LL a m g a m 8 c E ti j3 a Z a Q[du o act o 1 KI N a a D PAtuPL DTRECI'MaUNT sake: N.T.S. SPAN DESIGN Mr. BY. AL ' chic ar: LFS 12".5V' +80.0 -80.0 ORAVNO NO-- 53" - 88" +60.0 .60.0 FL-7989.4 SLIM —L OF 4 � $ro ? n 0 Z V1 2 � s � m m 0 ^ °"d O Mm I= V �2"� Z a 0 v a mda m�° c �S 1.25" 1 " `E ci 1.125" XjO h c y 12" COVERAGE 13.75" TOTAL WIDTH Z?Z? m o O U n STEEL STORM PANEL PROFILE � ¢�� � m< 0 a a } m .061 " MIN. THICKNESS o � N 312'• .085" o ��`-- o a 0 z d s KEYHOLE WASHER WSr ic• N.T.S. 2 3 M. en AL e DNK. ErY: LFS DRAWING NO.: FL-7989.4 SHEET 2 OF i g 4 ITEM DESCRIPTION MATERIAL 1 STEEL STORM PANEL 28 GAUGE - .018" GALV. STEEL STEEL z EMBED. 3 w W U Z W � � 0 _ f SEE ANCHOR y SCHEDULE CONNECTION: Cl I 1 ' D.C. MAX. IN Iri\ e SEE ANCHOR EXIS7ING SCHEDULE STRUCTURE LCONNECTION: Cl 12" O.C. MAX. EMBED. DIRECT MOUNT SECTION Q EXISTING STRUCTURE WALL MOUNT PLAN NEW 1/4-20 S.S BOLTS W/ WINGNUTS ® 24" O.C. MAX. (TYP.) ANGLE MAY VARY 1 EXISTING STRUCTURE FACE MOUNT PLAN NEW 1/9,kALLOY 2" X 2" X 0.125" CONT. TO 4" X 4" X 0.125" 6063—T6 ALUMINUM OR 18 GAGE (MIN. t=0.0478") GRADE 40, GALV. STEEL ANGLE ALT CORNER DETAIL PLAN WEW w� o� U p S,.".E IN owc. ar: AL m (*K BY: LFS 3 DRAWING NO.: D FL-7989.4 °a MM -�L OF 4 N ANCHOR SCHEDULE Of CONNECTYPE GI ANCHOR G04D Spans Up W Spans Up to (Ps1I SJ• 8B' 4' ¢Co OR Rw TAPCON 60 12.0" 12.0" EM - US' CL - 3- (IIW) 4- (ELM) ED - 2.5' 80 12.0" 2 (3000 pal MIN. CONC.) - 60 12.0" 12.0" I/4' PANaWTE (PLUS OR FEMALE) EM! 2' CL - 3' ED - 25' 80 12.0' (30DO Psl MIN. CONC) 60 12.0" 12.0' W 1/4.0 RW RED HEAD DYNABOLT SLEEVE ANCHOR EM - 1.125' U CL - 3- ED - 1.5' 80 12.0" Z 0000 ps1 MIN CONC.) U rye„ �f 60 12.0" 12.0" 1/4.0 POWERS CALK -IN & 1/4-20 SCREW EM - 0.875' CL - 3.0' ED - 3.75' 80 12.0' (300p- 0lpff s1 MIN .YCCIONC.) 1/a'o POWERS Sim 60 12.0' 12.0' DROP -IN & 1/4-20 SIDEWALK BOLT (3/4.0 HEAD) EM - I.O' CL - 10' ED - 3.5' 80 12.0' (3000ps1 MIN. CONC.) E�m -2 60 12.0" 12.0" 1/4-ALL POINTS SOLID -SET ANCHOR x 70' EMBED EM - 0.875 CL-J' ED - 2' (J000 PSI MIN. CONC.) 80 L ANCHOR SCHEDULE CONNECTION mE Cf ANCHOR GOAD up to up to (pe) 538 ON Y • ELCOtl OR ITW TAPCON 60 12.0' 9.5' EM - 1.75' CL - J. (I7W) 4' (ELCO) ED - 2.5' 80 120" 60 12.0" 12.0' 1/4- PANSJOTE (PLUS OR FEMALE) EM - 1.75' CL - 3' 80 12.0' ED - 2.5' Y U � 60 12.0" 12.0" `T m 1/4'0 1TW RED HEAD DYNABOLT SLEEVE ANCHOR 3 EM - 1. 125' 0 CL - J. ED - I.S. 80 T2.0" J J 0 2 60 12.0" 9.5' 1/4.0 POWERS CALK -IN & 1/4-20 SCREW EM = 0.875' CL - 3.0' ED - J.75' 80 12.0" E r __9 60 12.0" 12.0" 1/4- ALL POINTS SOLID -SET ANCHOR x 7/8EMBED EM - a875' CL - 3' ED 2" 80 12.0" ANCHOR SCHEDULE CONNECTION 1YPE Of ANCHOR LOAD U o fBBvfo (pM) IJ• • 60 12.0" 12.0" 1/4- LAG SCREW EM - 20' OO CL - If' ED On 80 12.0" 60 12.0" 12.0' 1/4- PANELWX (PLUS OR FEMALta EM! 2' CL - 3' ED - 25' 80 12.0' I. THE DESIGN PRESSURES AND SPANS LISTED IN THE ANCHOR SCHEDULE TABLES ARE FOR DETERMINING ANCHOR SPACING ONLY, SEE SHEET 1 FOR THE DESIGN PRESSURE RATING AT VARIOUS SPANS FOR THE STORM PANELS. 2. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS' RECOMMENDATIONS. 4. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. S. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2X4 (MIN) WOOD STUDS. WOOD STUDS SHALL BE "SOUTHERN PINE" SG=0.55 OR GREATER DENSITY). 6. MACHINE SCREWS SHALL HAVE MINIMUM OF T ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT) U.N.O. 7. MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ED - MINIMUM EDGE DISTANCE. CL = MINIMUM SPACING OF ANCHOR CENTERLINE TO CENTERLINE. EM = MINIMUM EMBEDMENT OF ANCHOR INTO STRUCTURAL SUBSTRATE. clCL E N.T.S. er: AL B.. LFS VINO NO.: FL-7989.4 T L OF 4 s