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WS-10-241Scheduled Inspection Date: April 14, 2010 Inspector: Bruhn, Norman Owner: WALSH, WILLIAM LEE Job Address: 1140 NE 91 Terrace Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments April 13, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 140393 Permit Number: WS -2 -10 -241 For Inspections please call: (305)762 -4949 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050010430 Phone: (954)792 -4415 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc Page 11 of 20 CLIENT INFORMATION FLORIDA HOME IMPROVEMENTS 4070 SW 30 AVE HOLLYWOOD, FL 33312 PROJECT INFORMATION WILLIAM WALSH 1140 NE 91 TERRACE MIAMI SHORES, FL SPECIALTY ENGINEERING CONSULTANTS, Inc 1599 SW 30th AVE. SUITE #20 BOYNTON BEACH, FL 33426 DADE - BROWARD - PALM BEACH FL. CA. #009217 561 - 752 - 5440 OFFICE 561 - 752 - 5542 FAX 2x PT BUCK AS WIDE ± i",AS THE DOOR FRAME. FASTEN 1ST 2x BUCK FIRST 1x BUCK FASTENED W/ i" 0 x 4" LONG (MIN) TAPCON FASTENERS SHALL BE SPACED 12" 0/C, 2 ROWS ADD i" TO I" THICK PIECE OF 1x MATERIAL THE THICKNESS OF THE 1x SHALL MINIMIZE THE GAP BETWEEN THE DOOR AND THE BUCK TO LESS THAN I". THE 2ND BUCK SHALL BE THE SAME WIDTH AS 1ST 2x BUCK. 2ND BUCK FASTENED W/ 0 x 4" LONG (MIN) TAPCON FASTENERS SHALL BE SPACED 12" 0/C, 2 ROWS DOUBLE BUCK INSTALLATION SGD HEADER 1 SCALE: 3" = r-0" Inspection Number: INSP- 137869 Scheduled Inspection Date: March 31, 2010 Inspector: Rodriguez, Jorge Owner: WALSH, WILLIAM LEE Job Address: 1140 NE 91 Terrace Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 137529. Provide an inspection for installation with the bucks exposed. Mortar is not an exceptable buck. The anchor spacing does not match the product approval. NB L- . L L . March 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -2 -10 -241 Permit Type: Windows /Shutters Inspection Type: Final Building Work Classification: Door Replacement Phone Number Parcel Number 1132050010430 Phone: (954)792-4415 Page 8 of 23 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 1140 91 Terrace Miami Shores, FL 1132050010430 Block: Lot: WILLIAM LEE WALSH Owner Information Address Contractor(s) FLORIDA HOME IMPROVEMENT (954)792 -4415 Phone Cell Phone Phone WILLIAM LEE WALSH 1140 NE 91 TERR MIAMI FL 33138 -3404 Type of Work: DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $110.00 $9.00 $5.60 $130.20 Building Department Copy REV (2/18/2010) February 24, 2010 Invoice # Invoice Total Amt Paid Amt Due WS - 2 - 10 - 37064 $130.20 $130.20 $0.00 Check #: - 1( .0 ( s) Expiration: 08/16/2010 Applicant Cell For Inspections please call: (305)762 -4949 Available Inspections: Valuation: Total Sq Feet: Inspection Type: 2 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) Lijk 7.t -1 Lee. L *J SVI Phone # - 1Si C®1 (o3 Owner's Address i 1 L tD N 6 ( -}-O City L ALL& State 41-- Zip 331, 3 b Tenant/Lessee Name Phone # Job Address (where the work is being done) ' O t.) Gt. % I--2f ✓ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL# fl'JZ, ®S -oO1 -o%-i3D Is Building Historically Designated YES NO xl Describe Work: Permit No. WS 10 2 M t Master Permit No. 33L FEB TECOMEWMR 17 2010 .1 BY: Contractor's Company Name +t - t !G $ e eNte .€ Phone # a i S Z_LQL t S ?` 1 -13 Contractor's Address Ao \ 0 S W 3 0 zP-e_ City \kit) ® (9 State. Zip 3339 Qualifier Name UU ti lam 1 il Phone # x '1$`41g 2 49 0 S Zy44.3 State Certificate or Registration No. CO L pCo /5? Certificate of Competency No. Architect/Engineer's Name (if applicable) ?"-A PPe , Ajo ?..(CL 3 Phone # S4 3S Q(Q (.e ( Value of Work For this Permit $ Co o� a Square / Linear Footage Of Work: Type of Work: Addition Addition DAlteration ['New [4Repair/Replace ❑ Demolition a 044%6141 Submittal Fee . Permit Fee $ ��Q CCF $ ` t ° ,O CO /CC , Notary $ Training/Education Fee $ 1 ^ 4 0 Technology Fee $ c l�L) P Scanning $ 9' 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ S 1 See Reverse side -- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Application is hereby made to obtain a permit to do the work and installations as indicated. 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 a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. j Signature Owner or Agent The foregoing instrument was acknowledged before me this day of - 14)/), 20 jp, by I}3\ I, l I M..4 1.e2 1 .)MS who is personally known to me or who has produced As identification and who did take an Sign: Print: My Commission Exp es: APPLICATION APPROVED BY: (Revised 07/10/07) Zip Contractor The foregoing instrument was acknowledged before me this t day of 4Xk , 20 by I.(J(`1 f ,&0 - Artc , who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: My Commissio NOTARY PUBLIC: ********* * ** * ********* *** ** * * *** *** ***** :t }: ...r ***** r****** ****** c)-7fro Plans Examiner Engineer Zoning Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,698 Lot Size: 9,375 SQ FT Year Built: 1955 Legal Description: WATERSEDGE. PB 9- 141 LOT 18 & E1/2 OF LOT 17 BLK 2 LOT SIZE 75.000 X 125 OR 11671- 1234 0183 5 Year: 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $114,589 $50,000/ $114,425 County: $50,000/ $114,589 $50,000/ $114,425 City: $50,000/ $114,589 $50,000/ $114,425 School Board: $25,000/ $139,589 $25,000/ $139,425 Folio No.: 11- 3205-001 -0430 Property: 1140 NE 91 TER Mailing Address: WILLIAM LEE WALSH 1140 NE 91 TERR MIAMI FL 33138 -3404 Year: 2009 2008 Land Value: $164,250 $232,500 Building Value: $140,831 $208,056 Market Value: $305,081 $440,556 Assessed Value: $164,589 $164,42 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Map Property Information Map My Home Miami -Dade County, Florida Digital Orthophotography - 2007 This map was created on 2/5/2010 2:22:18 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 0 113ft Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Page 1 of 1 http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 2/5/2010 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 - 095e) STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certairW property, and in accordance with Chapter 713, Florida Statutes, the following infomtatfeci is provided in this Notice of Commencement. origil WITH 1'+A 1. L al description of property and street/address: �Jl.>�i 2<'SCk e Lot r ' E t t 't 0 1.3� C1 t 4e ( ? Q.t .' 551 2. Description of improvement: ittgDoi 5 3. Owner(s) name and address: Interest in property: Owe NSW Name and address of fee simple titleholder 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 9. Expiration date of this Notice of Commencement: Signature(s) of Owner(s) or Owne s)' Authorized Officer/Director/Partner/Manager By By Prrin Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoin instrument was acknowled ed before me this By LI VI A 6.44 kAt. k) t Ls U Individually, or ❑ as for t ersonally known, or U produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manage By 123.01 -52 PAGE 3 11/07 g FH 2010R0103890 OR Bk 27184 Pe 0051; (1PS) RECORDED 02/16/2010 13 :38:02 HARVEY MIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE IA day of Y FLORID CERTIFY MO I Of � o f Y CERTFY of the °n s Ctcua and County Court 4. Contractor's name, address and phone number. Florida Home - Improvements Associates - FHA 4070 SW 30th Avenue Hollywood, Florida 33312 ed for use of recording office c fl btv a ay be served as provided by 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Ue is Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. (the expiration date Is 1 year from the • of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE ()TICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 03/02/2009 - 5:01 pm LORIDA BUILDING CODE & ASCE 7 -05 DE - LOADS FOR COMPONENTS AND CLADDING IN em +' ZONE 4 PRESSURES 1 r z m MARKS T Nit ISSUE REVISE FOR 07 FBC C I-+ r m F603 Elements \10 Loading \11 Calculators ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg DRWN CHKD CL FLB TSB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, 5.E "ALTERATIONS, ADDIRONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR Ct:R HI CATION. 2 EXTERIOR ZONE 5 PRESSURES 1u) RIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =10, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10 SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA QF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. (s1 I ® I- ELEVATION 1 WALL ZONE FIGURES ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 2 PEAK ROOF HEIGHT MEAN ROOF HEIGHT A � o r rn z 0 v dor DESIGN PRESSURES (PSF) - Zone 5 Tributary Area (Sq Ft) 10 15 20 25 30 35 40 45 50 0 -15 ft -622 +46.5 -59.8 - 58.0 +45.2 +44.4 - 58.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.8 16 ft -63.1 +47.1 - 60.6 -58.8 +45.9 +45.0 -57.5 +44.3 - 56.3 +43.7 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 3 -53.2 +42.2 16 ft -64.6 +48.3 -82.1 -60.3 +47.0 +46.1 - 58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 54.5 +43.6 5 +43.2 20 ft' -66.1 +49.4 -63.5 -61.6 +48.1 +47.1 -60.2 +46.4 - 59.0 +45.8 8.1 -58.1 +45.3 -57.2 - 576.4 +44.9 5 +44,5 -55.8 +44.2 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -60.2 +46.8 -59.2 +46.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 -64.1 -62.6 -61.4 -60.3 -59.4 - 58.7 -58.0 WO +4 0 1 +,482 7,6 .1 :. ' . c +45.9 26 ft 59'8 +522 -I,1 451i6 +F.8 36 +14 .1 .4 -57.5 +53.0 9 u.4 7. 0. : + T -58.9 11 +48.7 28 ft -70.9 +53.0 +682 -88i2 4.516 +0.6 -5416 " r49.8 -l3:4 2 6 48i7 c 1.- 48 --60.6 +47 -59.9 +47.4 30 ft -72.0 +53.8 -692 -67 452.3 +61.3 1-65.6 + .6 -543 =- 9 r 2 IF4 4 c2.a : 6 -61. +48 -60.7 5 +48.1 32 ft -73.0 +54.5 - 70.1 -63.1 +53.1 +2.0 i .5 -6 1 2 1 +516__. -641 '+5 0.1- 1 49 - .AJ.c +49 -61.6 +48.8 34 ft -73.9 +55.2 - 71.0 -68.9 +53.7 +52.7 I c 7.' . -66.0 +51.3 - 64.9 +50.7 4 - A 3 1 d -431 4 49$" -62.4 +49.4 36 ft -74.8 +55.9 L71j -69.8 . + .3 ••• ♦ -66.8 5 • 1+51.9 - 65.7 i f. _,3 -55.6 +50.8 „ 4 ,4 e -63.1 4 +50.0 38 ft +56.5 0 ' .0II+52 5 -57.9 +53.1 , "c ' ' 1, 0 +50.6 40ft -76.5 +57.1 +57.1 1i •.. +53 .7 +53.7 -70.4 53.3 +53.0 -69.0 � -67.9 -67.9 11 rgiffli • • -64.6 5 +51.1 -65.2 1 +51.7 42 ft -77.3 +57.7 -7422 t.1 ?`t' .1 +. -.3 1' -62.6 +57.7 +53.0 -60.0 +55.1 44 ft 78.0 +58.3 -73 72.8 �c 7 �, .7 • I' -69.7 +54,1 -68.5 +53.5 44 ft 532 +58.3 6 6 +56522 46 ft 78.8 +58.8 -7S$ 173.5 5Y6• 2 -58.5 +53.5 -70.4 +54.6 T12 .0 46 ft 'y �3 i 56.5 .1 +52.7 48 ft 79.5 +59.4 57. 1 +57.8 +56.7 II +55.1 +55.1 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 6 +53.1 ft -802 +59 9 -77.0 -74.8 + c 71.6 +55 6 -70.4 +55.0 -69. +54. •.0 - +:5 -67.6 +53.6 52 ft 50.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.8 +58.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 8 52 +54.0 54 ft -81.5 +60.8 -78.3 -78.0 +592 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.6 +5. 7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 80 ft I< , 2 ' . ' +60.6 + • , :.; 75.9 58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 03/02/2009 - 5:01 pm LORIDA BUILDING CODE & ASCE 7 -05 DE - LOADS FOR COMPONENTS AND CLADDING IN em +' ZONE 4 PRESSURES 1 r z m MARKS T Nit ISSUE REVISE FOR 07 FBC C I-+ r m F603 Elements \10 Loading \11 Calculators ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg DRWN CHKD CL FLB TSB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, 5.E "ALTERATIONS, ADDIRONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR Ct:R HI CATION. 2 EXTERIOR ZONE 5 PRESSURES 1u) RIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =10, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10 SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA QF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. (s1 I ® I- ELEVATION 1 WALL ZONE FIGURES ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 2 PEAK ROOF HEIGHT MEAN ROOF HEIGHT A � o r rn z 0 v dor • - DESIGN PRESUR€$ IP - Zone 4 • •9 ' \ 15• • 20• Trib , _ Ft 40 45 _ 50 25 30 • 15 -50.4 +46.5 C1- 492 +45.2 • - 48.3 +44.4 - 47.6 -4 c. +43.7 +43.1 2 16.6 +42.7 -46.2 +42.3 -45.9 +41.9 -45.5 +41.6 18 ft •••‘ . *47.1 4• +46.9 • 49.0 +46.0 48.3 49.7 +44.3 rirl 47.3 ' 3.3 -46.8 +42.9 48.5 +42.5 462 +422 ' M✓!f 1 • • -52.4 +48.3 -51.1 +i j.43 50.? • s464 -49.5 -48.9 +45.4 +44.8 48.4 104.3 -48.0 +43.9 -47.7 i +43.6 -47.3 +43.2 e 11esio 4 • •53.5 • •49.4 522 +48.1 -51.! • +47.1 50.8 69.0 +46.4 •411.4 .-495 V5.3 49.1 +44.9 -48.7 +44.5 -48.4 +442 tl A 1 • -54.6 +50.4 -53.3 +401 • -52.4 1483 -51.6 - +47.4 ?AI -50.5 + -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 • uiii•* -55.6 -54.! +491.149.0 -59.! -52.6 5 +48.2 -. -51.5 47.1 -51.0 +48.7 -50.6 +46.3 -50.3 +45.9 26 ft 56.6 +522 -51.2 +501 • ?44.8 542 53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +48.7 28 ft -57.5 +53.0 58.1 +51.6 - 55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -532 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 -58.9 +52.3 -55.9 +51.3 - 55.1 +50.6 - 54.5 +49.9 - 53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 5 7.7 +53.1 -56.7 +52.0 -55.9 +51.3 -55.2 - 554.7 +50.6 5 +50.1 -542 +49.6 - 53.8 +49.2 -53.4 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 56.6 +51.9 -5 +5 -55.4 x50.7 - 54.9 +50.2 -54.5 +49.8 54.1 +49.4 36 ft -60.6 +55.9 - 59.1 +54.4 -58.1 +53.3 -57.3 +52.5 5 +5 -56.1 x51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +565 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 - 58.7 +51.9 -56.2 65.8 +51.4 5 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 50.5 +55.8 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 51.1 +58.2 -60.0 +55.1 98.5 52 +54.3 5 +53.6 57.9 +53.0 57.4 +52.5 57.0 +52.1 -56.6 +51.7 44 ft 532 +58.3 -61.7 +58.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -574 +52.8 -57.1 +522 46 ft -63.8 +58.8 52.3 +57.3 -61.2 +56.2 -60.3 +55.3 -59.6 +54.8 -59.0 +54.0 .58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 -62.8 - 61.7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +544 -59.0 +54.0 - 58.6 +53.6 -58.2 8 +53.1 50 ft ;,. A, +58:3' 2 57. +56.3 - 60.7 +5 6 50.1 +55.0 59.5 +54.5 -59:1 +54.0 58.7 +53.6 52 ft 5 . 6x.8 +57. 1.9 + 6.8 -8)1. + .1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 9 +54.0 4 .. 54 ft 6 1) x.$0.8 -$4 4 .3-- 82.1 - -6t7 15 -61.0 +55.9 -60.5 +55.4 -60.1 +542 59.6 +54.5 X57.2 't58:2 ,i 58 ft -66.5 - ' 3- 54.9 +59..7 -63.7 -62.9 X57 7 - 1 .9 -81.5 +56.3 -61.0 +55.8 - 60.5 +55.3 -60.1 +54.9 1 + :. = 60 ft -675 ,65.8. +62285;6 : -. -- z63.8 +59.4 +58.5 0 4.8 -62.4 +57.1 -61.9 +56.6 -61.4 +58.1 -61.0 +55.7 03/02/2009 - 5:01 pm LORIDA BUILDING CODE & ASCE 7 -05 DE - LOADS FOR COMPONENTS AND CLADDING IN em +' ZONE 4 PRESSURES 1 r z m MARKS T Nit ISSUE REVISE FOR 07 FBC C I-+ r m F603 Elements \10 Loading \11 Calculators ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg DRWN CHKD CL FLB TSB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, 5.E "ALTERATIONS, ADDIRONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR Ct:R HI CATION. 2 EXTERIOR ZONE 5 PRESSURES 1u) RIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =10, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10 SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA QF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. (s1 I ® I- ELEVATION 1 WALL ZONE FIGURES ENGINEERING EXPRESS ® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 2 PEAK ROOF HEIGHT MEAN ROOF HEIGHT A � o r rn z 0 v dor ummoull rennummussi t IMMEIMMINIMIMMOMMIIIMMUMI .7 q - E4 11110 I' I I II ''II AI UMEHIMMINIIIIIIIMMINUMPAAmMUNIMUM a: w ' carts anNIMIMMENUMMORINNAMMEMMEMOUNIMINUM 11111111111111111111111MMUMMILMONEMIMPU _ II\LMIIIIIII IMO 111111111111111111111111111 11111111MMUMMINEMOMMOMMIUMMUNISTAVEMMIN it IMINMOVISONSINUOMMUMNIMOUNORIMOMMOMMOIVION Urn l ararli n gligrlirel fl Ira rairegregrelrirl nu mmussamommusommassemmummummunsumaiat i m iam it 1 ll� + !,iii 2 I i 1 BCIS Home 1 Log In Category Subcategory Product Approval USER: Public User Product Approval Menu > Product or Application Seam > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email Quality Assurance Representative Address /Phone /Email Compliance Method Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE •• ••• • • • • • • • • • • • • •• • • • • ••• • • •Ceytifltat�h cf Indesendelce •• ••• •• • • •• • • • • • • • • • • • User Reglstratbn 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts Publications FL7858 -R2 Revision 2007 Approve J Custom Window Systems, Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre @cws.cc 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph cc Exterior Doors Sliding Exterior Door Assemblies Validation Checklist - Hardcopy Received FL7858 R2 COI 510463A (Eval Reo XO 8080).odf Evaluation Report from - +a Registered Architect or a Licensed Florida Professional Engineer E Evaluation Report - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year • • • • • •• • • • • • AAMA/WDMA/101/I.S.2/A440-05 2005 • • • • • • • • • ASTM E1300 2002 • ••• •• ••• • •• ASTM E1886 -02 2002 ASTM E1996 -02 2002 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • •- • • • • • • • - • • •• • • • • • •• •• ••• • • • ••• • • 1 of 2 7/28/2009 9:34 AM 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 umma FL # 7858.1 Model, Number or Name Description 8900 Vinyl SGD 8900 Vinyl 2 Panel 2 Track SGD. Large Missle dp = +/- 60 psf (96" x 96 "). of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missie dp = +/- 60 psf (96" x 96 ") Impact. Installation Instructions FL7858 R2 II CWS -165A (SGD -8900 Impact XO 8080).odf Verified By: Luis Roberto Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL7858 R2 AE 510463A (Eval Rep XO 8080).pdf FL7858 R2 AE DuPont SGP NOA 07- 1116-04.odf FL7858 R2 AE Mikron NOA 06 -1220 01.odf Created by Independent Third Party: Yes of Products .. .. . • . • • • • • .. .. . . .... • . • • • • • .. • • .. • • ... . - • • • • • • .. • • • ... • • ... • • • • • .. • • .... • • • . . . . • ICI DCA Admfitstratbn Department of Communly Affaks Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. CaRydsht and Dtsdatrner Product Approval Accepts: — r ---__"--'-- -�- o r - --- -- r PAT/TAS 201/202/203 1994 Method 1 Option D 09/12/2008 11/10/2008 11/13/2008 12/10/2008 7/28/2009 9:34 AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 SW 44 Avenue Ocala, FL 34474 Product Line: Series 8900 PVC Sliding Glass Door — Large Missile Impact 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 9B- 72.070 method 1(d). The product listed herein complies with Requirements of the Florida Building Code. Product descriptlon: Sliding glass door manufactured out of extruded PVC; frame is straight cut, coped and assembled with four (4) screws through each jamb end into head and sill frames. Supporting Technical Documentation: 1. Approval document: drawing number CWS -165 Revision A, titled Series 8900 PVC Sliding Glass Door — Large Missile Impact prepared, signed and sealed by L Roberto Lomas P.E 2. Test reports No.: NCTL 210- 3342 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/I.S.2/A440-05 Design pressure: t60.Opsf Water resistance: 9.0psf ASTM E1888 -02 and ASTM E1996 -02 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, t60psf design pressure 3. Test report No.: NCTL 210 - 3342 -1A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact test TAS 202 -94 Uniform Static Air Pressure, ±60psf design pressure, 9.Opsf Water test penetration TAS 203-94 CyclIc Pressure Loading, i60psf design pressure. 4. Anchor calculations, report number 510112A, prepared, signed and sealed by L Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±60psf • Maximum unit size: 95 W x 95 W • Maximum panel size: 48 3/8" x 92 7/8" • • Maximum D.L.O.: 41 IA" x85 %" • Units must be glazed with 1" IGU consisting of a 3/16" tempered outboard lite — air - laminated inboard lite consisting of 1/8" annealed - .090 Dupont Sentry GlasPlus interlayer -1/8" annealed per ASTM E 1300. • Dupont Sentry GlasPlus interlayer per N.O.A. 07- 1116.04. • Approved configurations: OX, XO • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be rigid PVC per N.O.A. 06- 1220.01. Installation: • Units must be installed in accordance with approval document CWS -165 Revision A. Certification of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or�f product(e) fe►whi report is being issued. Also, !don't have nor will acquire a financial in involved in the ap�'oval o ,oess ate listed product(s). 1 of 1 • . • • • • •• • •• • •• • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • •• • • • •. • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • •.• • • • • • • • • • • • • • • • • •• • Report No.: 510463A ` s4ti � $ a���,fii'it'� ! ■ a, , terest�h J Or •? �li9�b }rr136 Luis R. Lomas, P.E., FL No.: 62514 " 10/24/2008 • •• • • • • • • • • • •• • • • • •• • • • ••• ••. • • • • • • • • ••• • ••• ••• ••• • ••• • ••• • ••• •••• • •• SUD1S1G GLASS DOOR (LARGE MISSILE IMPACT) • •• • • • ••• • ••• ••• MAX. ••• UNIT HEIGHT • • • i •• • MAX PANEL HEIGHT • • • •••• • • TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS -1 ANCHOR SCHEDULE & NOTES.-2 DP CCHART T 4 & GLAZING DETAIL--3 3 SECT HART & MOAT ur_..�_. 4 EIITRUS)ONM4 $ INSTALLATION DETAILS ._,68 •• •• • • 8512° MAX. UNIT WIDTH X GLASS DLO MAX FARE. WIDTH maw GLASS DLO PVC IMPACT - - P UIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "O/X",'X/O ". 4. DESIGN PRESSURES: (SEE TABLES-SHEET 3) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLESASTM E 1300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E 1300. 9. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 - 8 FOR ANCHOR DETAIL 8. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 7. AU. FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL- 2103342 -IA. 9. SERIES 1 MODEL DESIGNATION SGD48900. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X,SOPERABLE SASH. O=FIXED SASH. 12. SECTION CALLOUTS APPLY TO AU. CONFIGURATIONS. y , THE UWO MATIDN- CONTANED N 1KE OMWNO Al THE BOLE FROG -.. g WOW WINDOW SYSTEMS, INC. AMY REPRODUCTlON N PART OR AS A OI.EWRlB7P1HE m WRITTEN P OF C&WTCY WINDOW SYSTEMS, INC. ISPR0H E0. m . ti L • NO. 82514 • L.1 A 1 UPDATED PER NEW FBC REQUIREMENTS 1 mom e SYMMS 1900 SW 44TH AVE. 'O CAfA, FLORIDA 34474 v LIL • • • • • • • • •• • • •••• •••• • •• • • • • • • 8,000 MAX • • • • • • • 6.000 • MAX •• •• •• • • • • • • • - • • •• • • • • •••• • •• • • • • • •• • •• • • • •••• • • • • •••• NOTES: 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1118' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3118" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114' INTO MASONRY THRU FRAME Ofl THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 112' SHALL BE ACHIEVED. 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK. 8. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8. 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.O.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 18.000 MAX 0.C. 11.000 MAX O.C. X Q l v 1 1 1 WINDOW SYSTEMS "1900 SW 44TH AVE. 99ALA. FLORIDA 34474 CHAR SCHEDULE 8 NOTES - LARGE MISSILE IMPACT "- IRO TheritrgAS u c FL. P.R. NO. 82514 • 9 4 �9C p00l.." ig •' }.':26'..x.' )wovNesr: __ S AEV. A �a t: 7/8/2008 7W &16- 3ftt 20F8 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Wilim ■•• (IN) 60,1 P•• 60 “ :A :•• 72" • 72" • • 96" • • • d • • • • • C044FIG • OX • X0 "dx Cox • • • • &A.% • 'WM • • • • • • •A• • • • o r • • • • •Al • • • • • • A • A •••-•-••••IP 0 • 4. 80" 460 / -60 +601.40 +60 / -60 +60 / -60 • • • • • • • ••• • • METE: IF SIZE MEI SHOWN, & EX LARGER SIZE • • • S�• HEIGHT (84) 84" +60 / -60 460 / -60 +60 / -60 440 / -60 I 3/1W TEMPERED VW AIRSPACE 5/16 UNMATED GLASS VW ANNEALED 3/3r SOP I/W ANNEALED 13116 GLASS BITE 90" +60 / -60 +60 / -60 +60 / -60 +60 / -60 +60 / -60 +60 / -60 +60 /-60 +60 / -60 +60 / -60 +60 / -60 +60 / -60 460 / +60/-60 +60 / 40 +601-60 PROMEETARY AID CONFIROMAL THE INFORMATION CONTAINED IN n DfWPGtS Tria SOLE PROPERTil WINDOW $YETEME, INO. ANY REPRODUCTION IN PART ORM A WHOLE wZrurtt WRITTEN PERIM:MICH OF cutrom WINDOW mamas we. WPflOtIt; ' 1. ; ' PER NEW PBC REQUIREMENTS 1 mom • •••••• • • •• •••• • • • • ••0•• • • • •O••• • • • • • • • FXTERIOF{ ••. • 0 0 0 • W 1 0 0 [ TYPICAI. VERTICAL 4ECTION Q)l ,,,... l'i"", r , _ ,....._,.....,,..,,,.., 0 _,.,. ...,„, -, ate'+ 1� _ _ :E -- Ii 1 +. a E FL PISAG. 82514 UPDATED PER NEW FBC REQUIREMENTS ��ttrcyx, "r.r.Ti L 1 - ECTION VIEWS - LARGE ILE IMP T HAWN • 7/8/2008 •••• • • • •• • • • • GLASS TYPE (SEE PAGE 3) • •• • • • • • • • • • • • •• •• • • •••• •• OVERALL UNIT HEIGHT NO F OTE: ITEMS 33,51,58 -59,62 ARE USED UT NOT SHOWN FOR CLARITY T J PROPRIETARY NW COli ISENTAL Z. ., s THE INFORMATION CONTAINED N THIS DRAWING I3 THE SOLE PROPERTY WINDOW SYSTEMS. INC. ANY REPRODUCTION N PART OR AS A WHOLE W WRITTEN PFRtasSiON OF CUSTOM W NDOW SYSTEMS. W G. IS PROHIBITED • OVERALL UNIT WIDTH •' ' IL • • 119 . i • .:•� ? RIGHT SIDE SHOWS FIXED PANEL L INTERIOR SW 44TH AVE. FLORIDA 34474 ' 4 0F Item 9 MEI Wier , thin 5.938 FRAME CONSTRUCTOR O ©Om i� :: r 'a.nrIor. C, SGO} Head . � 1-.11.64 9 0 �® 5 I , © = i'i�'4�' NNE x' , 1 1.875 ... c'. . 11EILM6.13q SaD, _ .. Tree Scree& w0►BQD, T'r��!T'117,:, . -tc1 1,01Fu .o S -8038 �- d 1E1 OCI PVC SCREEN TRACK •8041 2.142 ,080 ,g' ,�(�_ M...1 8-6040 �i L:�tiCrner : , r-"' r PVC OUTER FRAME AW69AEINff CEMENT -1691 .551 icw.1N .100 .423 FRAME CORNERS SCREWED TOGETHER JAM 1.845 (t+ ©Ea1�..� min /61.111 MAIM= , r 7fa..,,,,.., 2.1 1�' 1.876 ' , �l PVC ANTI -LIFT OUT -8039 r:TSmal . •1 1.8 1 1.153 �' - -2.,85 O 13.6032 OP• Nizzausi e PVGOLAZEBEAD -8037 .120 s 980 t� : "rl._.Z wily, r1 :::Er, 3.563 .100 - ELM • '+: M ��_ : cl, . 787 �E Q C'+'� H.6034 lia I `- 6 2.136 0 PVC ROLLER TRACK -8033 VENT CONSTRUCTION • • : 'T " .'c , ALUM REINFORCEMENT • 1680 .109 8083 - T8 ® Wig1 . 1690 Mialiti '-. .. - . ` C. 1661D FEIN 487 3.053 PVC PANEL 0� r NIP - i M.....1 INTERLOCK-8034 �{ .47b �! r r 1.981 1 J 84590 "1. r PVC FRIED PANEL LIFT -6038 I ® Panel -., . . r C. r. ESot. Fxd at'Tif!I :.?�aT• . 975 11 .750 32,9 1.729 -- - Q 1113033 Parted "7 „ PVC SOD d., PVC, .; .160 ALUM FIXED PANEL CUP - 1818 MOE 6035 Cash, , . • .' r C, SQD CID Gl 1!>Q VENTS FULLY WELDED ®� RAC Rrl, ' T C. SW I - 6088 -T6 . I L� y W AF•I nial F� ^' , 0I��['1RR: C BGD.Fxd. Hark. INTERLOCK SNAP -8a1$ PVCIMELD SUPPORT - 8048 Bo63r6 �E i'. : 1• wGSGD,Fxd.,'ert. Q 'T ° igersu ice?. . .T: 2.191 2.61 '380 1 .060 1 wig 58037 We: a1?1iliiq'.>g -- :T? 7;fn]^')- GG PV C 0 2 .813 Q p[.� , . , .::.: -: c . ` �L� C � 7 L � I T�� OM RA IL 8032 1.23 RAY, r::. s. c SEC; s.s �� — j 0V T ip..0.270 ..:- -''':: Ora i .050 WM IKEll MIME 2.8 x 0 . . 5883 PVC TRACK FILLER -8040 MEN ® �a� lt'i T.i-ilai lMII ru .100 1.875 I — Seam -:,... ' 55 © Cip RMI l2' • - ALUM FOXED PANEL COVER -1597 ALUM. NIGHRISE ADAPTOR 8083 -T8 6083 -T8 K D E:� • rc ':' T:+. .:,: ' ' II% r 1 'R�fi 3663 A UPDATED PER NEW FBC REQUIREMENTS mom -, f� ' - = ;.. • / r/ � / (/��p(�(O�M _ , �� • WINDOW ti, � 904.SW 44Th AVE. ` ' ! , ' � : . r r b RIbA 34474 ���-- rr i.� MIMI c i it :1 . - f -'_ iM 4i n .h�'c.1.1.: P- ILA 11111111111 ` : -, :. «� &Bash 25.4 PVC PANEL INTERLOCK - 8033 . I PROPWETATR 14N0 •- • 711ENFORMATIO es DRAWNGIS THE BOLE PROPERTY OF0l ,•: WINDOW SYSTEM9. 96. ANY REPROD UETKNN PART 73 ASA WHOLE MR40071112 ' IMINIZU11•1 .. �:. R a u " =` • • S&B.•M LARGEM P T NEE =MI • ,• Q • .' • fa r' T Ir :. ., • . • ± ::c ,e,e �"' -` 7 1 005 ] !v. , , 0 _ s 4 , ,w i � .1 - ,3. X.1 �,_ i 't t`. . i LAMM W 185 �.` !'� '. • FL-P . E NO. 14 _ ; Mar 7• I - ■•1' --: 5 OF 8 WWI '. he dap10r OF CUSTOM WRITTEN PERMISS ION WNcrow warm NC. NPRONBI ED: 0 • • • • • • ••• • • • ••• • ••• • • • ••• • •••• • •••• •• •' •• • • • •• • ••• • ••• • • • ••• • • • • • • • • • • • • •• • - • • •• • • • • • • • • gW5QNRY B OTHEi1S • • • • ss • (W EAID2DB NT) • • • • • • • • • • • EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER DOOR FRAME HEAD DOORFRAME SILL (MIN. EDGE DIST,) EXTERIOR CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER DAULX BY INSTALLERIDD NOT COYER WEEP HOLES • •• • • • • • • • • • • CAULK BETWEEN BUCK •AND OPENING BY OTHERS ( RY) 4 27/Ir (D SECTICIN 1.114. (MIN. EMBEDMENT) CONCRETE/MASONRY BY OTHERS a7 r1•' `;)° • V Tr . 1 Q a' . MIN EDGE DIST. r I v 0. o .0 80 - 1/4. MAX.SH(M SEE NOTE 2 & 3 SHEET 2) JNTERIOFR BY WOOD BY OTHERS BY CAULK UNDER SCREW HEAD BY INSTALLER HIGHRISE SILL 4.° D< b � D 1 119" (WM EMBEOMENT) INSTALLATION ANCHOR, 3118' DIA. MASONRY ANCHOR & Ur FIAT WASHER BEAD OF CAULK BETWEEN HIGHRISE SILL AND FRAME BY INSTALLER INSTALLATION ANCHOR, 3118" DIA. MASONRY ANCHOR & U2" FLAT WASHER CONCRETE/MASONRY BY OTHERS � B R FRAME PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS SEE N & 3 SHEET 2) INSTALLATION ANCHOR, 3/Ir DIA. MASONRY ANCHOR & 1/2' PLAT WASHER OTE THAT PRE PUNCHED OLES HOLD ANCHOR EPARATION TO 2.450 318' FIXED PANEL CUP SCREW HAN EMBEDMENT) 1/9' MAX SHIM — '{ (SEE NOTE 2 & 3 SHEET 2) I BSX64"TEK -ff IL= it �,- .0 CAULK UNDER SCREW — HEAD BY INSTALLER } I PROPRETARY ARO COSS OBMAL. .. V :. THE INFORMATION CONTRIVED Rings swarm R THE SOLE PROPER YARROW Erma, we. ANY REPRODUCTION N PART OR As AWH[LE 0 WRRTEN PEAH)SSIpNIOFCUSTOMWN00W SYSTEMS. S.C. IS PROMSUE`D. - c INTERIOR CAULK UNDER SCREW HEAD BY INSTALLER EXTERIOR ® FRAME ( AL 3/18' TAPCON oCOR JAMB FRAME PERIMETER CAULK BY INSTALLER EXTERIOR EXTERIOR FINISH BY OTHERS WHOM/ SYSTEMS - A'18131) SW 44TH AVE. OgALA, FLORIDA 34474 ° ... 2.TALLATION DETAIL sa FL P.G. WO. 62514 , e s P 2 7/16" P • D p . o D INSTALLATION ANCHOR, 3118" MASONRY ANCHOR w/ 1/2' FLAT WASHER 2J MW EDGE DI8T. (MIN EMBEDMENT) CONCRETE/MASONRY BY OTHERS 1 BY W000 BUCK BY OTHERS CAULK BETWEEN BUCK AND OPENING OTHERS A UPDATED PER NEW FRC REQUIREMENTS 1 08/10/08 CK- LAR ILE IMPACT ADE 7/8/2008 ti:** ;J. • ••• • • • • • • ••I • • • • • ••• CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ARCH 610 WOOD SCREW w/ 1/2' FLAT WASHER (MIN. EMBEDMENT} BOO SW 44TH AVE. LA, FLORIDA 34474 A 1 UPDATED PER NEW FSC REQUIREMENTS 1 ov 7/8/2008 WS-I65 7OF • •• • t•• • • •••• • • • EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER • • • • • ••• •• • • • • • EXTERIOR SHEATHING • BY OTHERS • •. • • • • • • •• •••• • ( p. 0 DOORFRAME HEAD EXTERIQR CAULK UNDER SCREW HEAD BY INSTALLER DOOR FRAME SILL • PERIMETER CAULK BY INSTALLER/DO NOT COVER WEEP HOLES • • Liar (MIN EDGE DIST.I VERTICAL SECTION FRAME (WOOD) INTERIOR A. 3L4_ MAX. SHIM SEE NOTE 2 & 3 SHEET 2) CAULK UNDER SCREW HEAD BY INSTALLER HIGHRISE 611.1 BEAD OF CAULK BETWEEN HIGHRISE SILL AND FRAME BY INSTALLER CONCRETE/MASONRY 4 9 • E BY OTHERS ' D D (M EMBEDMENT) 2 7/16 • PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS EXTERIOR SHEATHING BY OTHERS NSTALIATTON ANCHOR, 3/16 MASONRY ANCHOR & 1 FLAT WASHER CAULK UNDER SCREW HEAD BY INSTALLER ]t4 MAX SHIM (SEE NOTE 2 & 3 SHEET 2) RIOR. EXTER(OM ® HORIZONTAL F SECTION r P. OTE THAT PRE PUNCHED ► r ' OLES HOLD ANCHOR ` d a PARATION TO 2.450 .,• 28X3/4TEK • « PROPRIETARY AND COfl 1DAL d ' ` I, ,, THE NR'OF[MT10N minus= rams [RAYING IS THE SOLE PHOP , ° RVBL7f tG QiRFb3 meow SYSTEMS. NC. ANY REPRODUCTION N PART ON AS A WHOLE VARIER PERMISSION OF CUSTOM WNDOWSYSTEMS. INC. ISPRORMI1EV • FL .825f4 1' FIXED PANEL CUP SCREW (MIN. EMBEDMENT) 1i4_ MAX SHIM «I (SEE NOTE 2&3 SHEET2) NI 0 WOOD SCREW CAULK UNDER SCREW HEAD BY INSTALLER won JAMS FRAME PERIMETER CAULK 8Y INSTALLER EXTE (MI. EMBEDMENT) CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 9i0 WOOD SCREW & we FLAT WASHER 2 BY WOOD BUCK BY OTHERS CAULK BETWEEN SOCK AND OPENING BY OTHERS BY • ERIORSR SHEATHING • • •••• • • • •••• • •• •• • f • 1 • • • • .• • • •••• • • • • • • • • •• ••• • • • •• • • • ••• • • • • • • • I • • EXTERIOR SIOATHIN0 • • EY OTHERS •••1 •• •• • • • • • • • •• 4 • 7 EXTERIOR FI BY OTHERS PERIMETER CAULK SY INSTALLER DOORFRAME HEAD EXTERIOR DOORFRAME SILL • PERIMETER CAULK LL BY INSTAEWDO NOT COYER WEEP HOLES t 00 0" CAULK UNDER SCREW HEAD BY INSTALLER • • •• • • •• • • • • 4p 42, 0. 4 s • .t. • • • ••• • • • • •• INSTALLATION ANCHO 110 WOOD SCREW w/ 1/2' FLAT WASHER 4r 4p' alrr (MIN EDGE 01ST.) - VERTICAL SECTION FRAME (WOOD) 2 BY WOOD BUCK BY OTHERS (MIN. EMBEDMENT) 2 Wts' INTERIOR, 1 318• (MIN. EMBED L4' MAX. SHIM SEE NOTE 2 & 3 SHEET 2) CAULK UNDER SCREW HEAD BY INSTALLER HIGHRISE SILL BEAD OF CAULK BETWEEN HIOHRISE SILL AND FRAME BY INSTALLER 4,. - - CONS 4 d . 8Y OTHERS 4a A p 1 1/4' )MIN. EMBEDMENT) CAULK UNDER SCREW HEAD BY INSTALLER PERIMETER CAULK BY INSTAU.ER EXTERIOR FINISH BY OTHERS EXTERIOR SHEATHING BY OTHERS INSTALLATION ANCHOR, 3/18 DIA MASONRY ANCHOR & 112' FLAT WASHER TE THAT PRE PUNCHED LES HOW ANCHOR PARATION TO 2.450 1L MAX SHIM (SEE NOTE 2 & 3 SHEET 2) 18X 3/4TEK CAULK UNDER SCREW - HEAD BY INSTALLER EXTERIOR DOOR FRAME •.JAMB HORIZONTAL SECTION FRAME (WOOD) s' m o" .....+4J 0. PROPRIETARY AND CONFIDENTIAL THE MIFORMATEK CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY -- WINDOW SYSEMM&. NO. ANY REPRODUCTION N PART OR AS A WINOLE W0RK1r,A WRtI TEN PERM/MON OFCUSTC A WINDOW SYSTEM& 34 IS PROH@RFS , PERIMETER CAULK BY INSTALLER A 1 UPDATED PER NEW FBC REQUIREMENTS I 08/1 0108 TION DETAIL IN 2 BY BUCK - LARGE MISSILE if FIXED PANEL CUP SCREW (MIN. EMBEDMENT) (SE E NO SHIM 8 3 (SE NOTE 2 8 -SHEET 2) 010 WOOD SCREW I 1 EXTERIOR FINISH BY OTHERS WINDOW SYSTEMS . 1800'SW 44TH AVE. =aGICALA.EORIDA 34474 (MIN. • EMBEDMENT) 3 '. 41 yo cf0.11 LETTEEY: S A INSTALLATION ANCHOR, 3118• DIA. WOOD SCREW & 1/2' FLAT WASHER 2 BY WOOD BUCK BY OTHERS EXTERIOR SHEATHING BY OTHERS IMPAC1 tWS•1 B5 80F8