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WS-11-2095Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 167559 Permit Number: WS -11 -11 -2095 Scheduled Inspection Date: December 14, 2011 Permit Type: Windows /Shutters Inspection Type: Final Owner: ESSINGTON, MICHAEL & DOROTHY Work Classification: Window /Door Replacement Job Address: 55 NE 100 Street Miami Shores, FL 33138- Inspector: Bruhn, Norman Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Phone Number Parcel Number 1132060131420 Phone: 786- 298 -7624 Building Department Comments REPLACEI2 WINDOWS AND 2 PATIO DOORS 11/15/2011 - PENDING NOC Passed l 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- 166563. Window installation ok. Window build done at header must be inspected. NB December 13, 2011 For Inspections please call: (305)762 -4949 Page 28 of 53 NOTICE OF COMMENCEMENT A RECORDED cOPY MUST BE POSTED ON THE JOB SITE AT TIME OF MIST INSPECTION PERMIT NO. k.1..:6 STATE OF FLORIDA COUNTY OF MIAMI -DADE: AX FOUO NO. THE UND,r=RS1QNED hereby, Wes notice that tmproyements witi be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information ski' Ll sa eamuirarotADE 1 HERESY CERTIFY Met the foregoing tree end cormt copy oft e origin, on file in this office. AG -20 (1 HARVEY RUVIN, Clerk d Chou Courts Deputy Cie ✓` '/e % Space above testified for use of recording of 1. Legal description of property and street/address s /14;40"-. Sex.. L /1-14 D P (3 1" -70 . t- t t`S �- (/zo: f 1 e+ 'I "t' L.r /Iz - F to r I-1 R j K go s s /Vb.' pc o 5' !ef /lot s) 2. Description of improvement f' ./a "////:107,15.- t,/ /Y 7i,5 CFN: 20110763423 BOOK 27892 PAGE 365 DATE:11/14/2011 09:55:42 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY 3. Owner(s) name and address: /111 Interest in property: " Name and address of fee simple titleholder. 4. Contractor's name, address and phon 2/Qg2 - Z✓ '� P D'-y / as; ,.D t -- L SS-We / s '. # / .. s4 5. Surety: (Payment bond required by o from contractor, if any) Name, address and phone number. AI Amount of bond $ 6. Lender's name and address I 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. J'µiG�+c,. 1, r . f- lee" 5rr -r "IdtY+ c S L "-S / t 331'3 . I79 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b); Florida Statutes. Name, address and phone number, 14/ 111 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year horn the date of recording ur ens a dlfterent date (a specified) WARNING TO:OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713 :11 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. Signature(q) .2,rol or )' .Authorized Officer/Director/Partner /Manager Prepared By �-..._ ... Prepared sy... Print Name x/ /C44 - ' Pnr* Name Title/Office s Title/Ofice STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoirlginstnirhent was aCknowledged. before Pyre this /a , day of Od-abfr By Alt he e f P.. fsVi3 SUrindividualiy, or Dias for Personally knoWn;.°ea pr oducetthefOilOWing type of iden • Signature of'Nota(y Public: Print Name: (SEAL c>011 r �l, , . , rl r •�, =r •1,1 • _ .1.. r Yf 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 Ownert4 or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: rlu NOTICE OF COMMENCEMENT A RECORDED MT MUST BE POSTED ON THE JU B SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: TAX FOLIO NO. THE UNDERSIGNED hereby gib notice that ` mprovennents will be made to certain real property, and in accordance with Chapter 713, Rorida Statutes, the following information Is provided in this Notice of Commencement. CFN: 20110763423 BOOK 27892 PAGE 365 DATE:11/14/2011 09:55:42 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY Space above reserved for uee of recording at 1. Legal description of property and street/address: rrrtmvw/ SL si-S Sa.� L fri D P 13 to. -70 4d t i Lei i- e. 14,4 1 o* i, 4 w 1: . F %r 1' RIK iv 6°5 /Vf /pa Sr ree..1 /yt s &. FL vii 2. Description of improvement: P 212 /t. 4 ,n.5 3. Owner(s) name and address: Interest to property; Name and address of fee simple titleholder. 4. Contractor's name, address and phon number ,2,O32 ..Zi✓ : �i e'c�G;LC,v/ G`. — SS ;... 55 :./?/ 5. Surety: Payment bond required by contractor, if any) Name, address and phone number, gV ! Amount of bond $ 6. Lender's name and address: /ft% 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, 5� �,� . Name address and phone number. Pt k.)-44-1 • e r • f-� ^ g-s- Imo ` . / Name, 23 / 3 if 'WS-- ` Z-. - 17 ) S. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. ((�� Name, address and phone number:.ii/jiG7 9. Expiration date of this Notice of Commencement: (the expiration date is 1'year from the date of recording unless a different date le specified) WARNING TOOWNER: ANY PAYMENTS MADE WINE OWNER AFTER THE EXPIRATION OF THE NOTICE 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. .Signature(s) of. r(s -or )' ;Authorized Officer/Director/Partner/Manager Prepared Fay .:Prepared By. , . Print Name Mad 1ZV Print Name Title/Office iitie/Ofiice STATE OF FLORIDA COUNTY OF MIAMI •DADE The foregoing instruthent Was acknowledged. before me Vile /d day of OGh4'Pr. By JY)4 i P EsrS epee aSndlirkftadis. or 0. for Permnaily knoOmi yr CI odt+c `the 1ofloWIi g type of identi i Signature of *hay Public: Print Name: (SEAL) ti•J■ r t• = :'9t •a l:= •,;il• 7. 1i)! Under penalties ofjerlury, I declare that I have read the foregoing and that the facts stated in it are t rue, to the best of my knowledge and belief. NANCYJONES COMMON 00720(21 EXPREEeNcenicat secocemoveceumoodoe Signature(s) of Owner j or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: Ru Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. W b ( t '.cl Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 9 Vi °'4- l"i' t /°- ='� ® `� `" Phone#: ? ' - 75 _ 71 Address: J1 L:7:" /: c :' c f, . City: 111 '' G v-• . ..� f-,e- , , 5 State: % c Zip: 3 JD '- Tenant/Lessee Name: Phone#: 137 i-tcc - IcL- s -1,T'� (--' c Email: JOB ADDRESS: C /L L 5rt City: Miami Shores County: Folio/Parcel #: d— C° e 1 3 —R1 2� Miami Dade Zip: 3 3 i 3. Is the Building Historically Designated: Yes NO Flood Zone: f - '( CONTRACTOR: Company Name: 0 , ° %j aZ?r'F�/' /J '",! o (7017,--)6.----16 / ✓ f Address: . , ;(0 "7-7-- ` > C f 4J cy r l City: C_A41- 1 1 State: — Zip:J73 /(5--(-) ( / (7/17-r, % Qualifier Name: ,,15-4 7-e c���'�?�1Y Phone #:�5c��� � State Certification or Registration #: �-- �,. `? 1 15-LA.--).3 ! Certificate of Competency #: ` Contact Phone #: Email Address: DESIGNER: Architect/Engineer: f 17'1 "- . C 1°Y0 C^Z/3 Phone (Pr-„F;-(.93(7zi Value of Work for this Permit: $ 3) O G .00 Square%Lincar Footage orl Work: Type of Work: Addition ❑Alteration ❑Newepair/Replace ❑Demolition Description of Work: /r'a >r 1.0 ** ** x************ **** ******************Feesx5 *************** Hex** ** ******************* Submittal Fee $50 - - r-fermit Fee $ C70 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the 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. Signature Owne r o r Agent The foregoing instrument was acknowledged before me this 1 J day of ()END — , 20 L, by fl\ c ct.e \ P. Es& h,n who is personally known to me er -veho b eed and who did take an oath. NOTARY PUBLIC: • Sign: / i �`I Print: Contractor The foregoing instrument was acknowledged before me this 1 b day of ) d l0 , 20 t( , by who is personally known to me or who has produced V as identification and who did take an oath. NANCY .10811213 z MY COMMISSION # DD 720821 • EXPIRES: November 8, 2011 !Ill. \ , tSn BO, My Commission Expires: / / —/O - /1 Sign: Print: My Commission Expire to *+ x****+ x+ x+ x**x: ********* *+ x+ x* **+ x*+ x***** ************ **** ************** ****** * * * *****+x ******* *+x+ *********** * ****** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 508916 -4 THIS IS NOT A BILL.- DO NOT FAY RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 531562 -7 SUPERIOR REPLACEMENT WINDOW STATE# SCC131150259 & DOOR INC 21032 SW 91 CT 33189 CUTLER BAY OWNER SUPERIOR RPLCMT WINDOW & DOOR IN Sec. Type of Business 196 SPECIALTY BUILDING CONTRACTOR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA• TIONS. FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 10/20/2011 09010016001 000049.50 SEE OTHER SIDE WORKER /S 1 DO NOT FORWARD SUPERIOR REPLACEMENT WINDOW & DOOR INC JAMES C SCHAFFER PRES 21032 SW 91 CT MIAMI FL 33189 11111 111111111111111 11111H1111111111111a 1111111111111x1 B11 Homeowner Mike & Dorothy Essington Propsrty address 55 NE 100th Street - Miami, Shores, FL 33138 Comments C El 3 m J (II Y 3 8 CD 8- a Y§* 'o ti go 1g S� i of0 0 0 J J CID cw, NE 1 00th Street 1 BLDG DEPT ZONING DEPT APPROVED 1 .MPIJANCE WITH Al iN iY RULES AND Rf MI iami Shores Villa! 1 NE 1 00th Street Contractor: Homeowner: SRW & D, Inc. Mike & Dorothy Essington 21032 SW 91 Court , Cutler Bay, FL 33189 55 NE 100th Street - Miami Shores, FL 33138 Tel: 305 -256 -1411 / Fax: 305 - 256 -9411 Lic. # 03BS00463, SCC131150259 Mark Window / Door Type Approvals Width Height DPS (+ / -) 1 ECO -Guard Series 200 Aluminum horizontal rolling window / XO NOA # 09- 0312.08 37 63 + 68.9 - 77.5 2 ECO -Guard Series 100 Aluminum Single hung window NOA # 09- 0224.07 531/8 63 + 75 - 90 3 ECO -Guard Series 100 Aluminum Single hung window NOA # 09- 0224.07 191/8 38 3/8 + 75 - 90 4 ECO -Guard Series 100 Aluminum Single hung window NOA # 09- 0224.07 37 38 3/8 + 75 - 90 5 ECO -Guard Series 100 Aluminum Single hung window NOA # 09- 0224.07 37 50 5/8 + 75 - 90 6 ECO -Guard Series 100 Aluminum Single hung window NOA # 09- 0224.07 37 50 5/8 + 75 - 90 7 PGT Series 101H French door / XX NOA # 07- 0629.10 71 80 + 75 - 75 8 PGT Series 101H French door / XX NOA # 07- 0629.10 71 80 + 75 - 75 9 ECO -Guard Series 100 Aluminum Single hung window NOA # 09- 0224.07 191/8 38 3/8 + 75 - 90 10 ECO -Guard Series 100 Aluminum Single hung window NOA # 09 -0224.07 37 63 + 75 - 90 11 ECO -Guard Series 100 Aluminum Single hung window NOA # 09- 0224.07 37 63 + 75 - 90 12 ECO -Guard Series 100 Aluminum Single hung window NOA # 09 -0224.07 37 63 + 75 - 90 13 ECO -Guard Series 200 Aluminum horizontal rolling window / XO NOA # 09- 0312.08 55 63 + 70 - 70 14 ECO -Guard Series 200 Aluminum horizontal rolling window / XO NOA # 09 -0312.08 55 63 + 70 - 70 1 ENGCO, Inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585 -0304 Fax: (954) 585-0305 Email: Engco@AOL.com Contractor Superior Window /Door Replacement 21032 SW 91 Court Miami, Fl - 33189 Scope of work: Buck Design Project: Essinhgton Residence 55 NE 100 Street Miami Shores, FL - 33128 Ref#: 11 -219 EngCo, Inc. Engineering Services FL- CA8116 • TX- F11234 5595 Orange Drive Suite 201 • Davie, Florida 33314 Tel.: (954) 585 -0304 • Fax: (954) 585 -0305 Email: engco@aol.com n) 50o Pp vv 2� PQc j r ®sue Pedro Figueiredo, PE FL #52609 TX #102937 Date Project # 1 t --219 Sheet # A IL) c.1 Q °t a. "F®e. IX z x- ACUM. 1 020e PP2i2?1 -$ WiN.Oc ai LW/F,u, GUA-0 r L nei 77/04/7: ,e55%04r6-77,0+f 5S'N /00 6 ,ffktrt'/ e. ,+2 , P4. , ,,4?8 .f`ept) !! /46 ,14' Z . - V7 caS Z'4/ S': Rix *16,5, ^62.2 / 2 itvmiii '4', reiAp,G t 6 bf lw, v, 1/ 2/9 aez ,2Lzen q Ua, 6il4.e/ektO,ti lO#11.wef,%J e._ Mi 4,ei%g'n h /4/a4e 4a40 444= /o "c X 62,2 , G'8 %�io c_ 4 /4C( 275klo 62.2x, 16A x ‘z2 m .F74 g /oomee/ D.s 2 /4'9 Rde =TW rth@CQ? ul1' MN, 1 34- 16-1C) Odt: 7: Z8412 11 n oN 'boa atitai u9 ; 14.= act l� (eoo a_O iU tee~ -t( N© s.JPeon_r PY tu©00 ,4No aDitiel2d=re UM 8 ) OCT 2 4 2011 4. 6 Eng Co, Inc. Pedro Figueiredo, PE FL #52609 Date 1112-4 1(i Engineering Services TX FL-CA8116 • TX-F11234 #102937 Project # tt-2IR 5595 Orange Drive Suite 201 • Davie, Florida 33314 Tel.: (954) 585-0304 • Fax: (954) 585-0305 Sheet # 2_ Email: engco@aol.com LE. t-(-00Q1: J.GS, 34L 89, 04. 2 5 = _lit 60 it ac1 L. o 2. 75" 4 sU o. 5 4J axii/A PheaDs--&22 A/cal-a/t4r 45 fie-le Reeke/14 //-2/47 ,Z1z4) 727 ZtatE 7072_ 1.4r. //1./ 774C:r f4aZcr Z"ete/2 We z-dde.e.zic.€1,j OCT 2 4 2011 Screws Calculation Connection Data Anchors in bending Maximum Allowable Lateral Load (minimum load from bending, shear and bearing) 89 is Non Countersunk Fes 30000 Maximum Allowable Lateral Load (V3) due to metal bearing 713 Material thickness Dowel Bearing of the 6063 -T6 Aluminum Screw Minor Diameter (d) 0.19 1/4" ITW Tapcon Section Modulus (S) 0.00067 Screw Area (As shank - An nominal) 0.0284 Stress Increase Bending Moment Arm (a)= I/2 0.50 Assuming no rotation on screw head Offset to ff ad location (I) , „, =;fig i u.�;,;:. -.: 1= .5 shim Screw Ultimate Tensile - Fu T Screw Yield Strength - Fy = - =. f ;01 Screw Bending Stress - Fb 75000 Fb = Fy x .75 Allowable Shear Stress - Fv 27500 Fv= .22Fu - Threads excluded from shear plane Maximum Allowable Lateral Load (V1) due to load in bending 101 V1 = S x Fb / a Maximum Allowable Lateral Load (V2) due to load in shear 780 V2 = As x Fv Maximum Allowable Lateral Load due to load combination 89 V2 <= 1 / [ 1 /(a/S /Fb) + 1 /(As/Fv) ] T�i7BIdIIBX TAPCON ® CONCRETE & MASONRY ANCHOR HEAD # HEIGHT HEAD 00.145° DIAMETER REF. HEAD HEIGHT HEAD DIAMETER 00.190° REF. PART LENGTH THREAD LENGTH 1111 \\\\C\\\\\ @\\11\\ \ \\C ■ 00.210/0.205° FULL THREAD 0.D. 00.122° REF. ROOT DIAMETER 00.150° REF. LOW THREAD DIAMETER 1. PILOT HOLE SHALL BE 1/4° LONGER THAN EMBEDMENT WITH 0.171° DIAMETER. 2. ALLOWABLE LOADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD DIVIDED BY 4. 3. CENTER TO CENTER DISTANCE OF 2 -1/4° IS NECESSARY FOR 100% CAPACITY AND 1 -118° FOR 50% CAPACITY. 4. REFERENCE SHEET 2 FOR ADDITIONAL ANCHOR DIMENSIONS. 3/16" TAPCON 1' -0° = 1' -0° SIDE VIEW PART LENGTH — THREAD LENGTH- 00.255/0.245° FULL THREAD 0.D. HEAD HEIGHT 00.168' REF. ROOT DIAMETER 1. PILOT HOLE SHALL BE 1/4" LONGER THAN EMBEDMENT WITH 0.200" DIAMETER. 2. ALLOWABLE LOADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD DIVIDED B 3. CENTER TO CENTER DISTANCE 3" - NECESSARY FOR 100% CAPA -4/2" FOR 50% CAPACITY. 4. REFERENCE SHEET 2 FOR ADDITIONAL ANCHOR DIMENSIONS. 1/4" TAPCON 1'-0° = 1' -0° SIDE VIEW PART LENGTH THREAD LENGTH 00.200° REF. LOW THREAD DIAMETER 00.315/0.305' FULL THREAD 0.D. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ HEAD 00.251° 00.226° REF. DIAMETER REF. ROOT DIAMETER 1. PILOT HOLE SHALL BE 1/4' LONGER THAN EMBEDMENT WITH 0.263" DIAMETER. 2. ALLOWABLE LOADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD DIVIDED BY 4. 3. CENTER TO CENTER DISTANCE OF 3 -3/4° IS NECESSARY FOR 100% CAPACITY AND 1 -7/8" FOR 00.252° REF. LOW THREAD DIAMETER 3/16" CARBON STEEL TAPCONS 1/4" TAPCONS F EMBEDMENT EDGE DISTANCE TENSION (LB} SHEAR (LB) HOLLOW 1-3/4" t 1 -1/8" 94 112 BLOCK 1 -1/4" 2-5/8' 99 197 148 1 -1/8" 128 147 CONCRETE 1, 2-518 128 157 (3192 PSI MN) 1' 1-1/8" 354 160 115 14, 2 -5/8" 354 229 1/4" TAPCONS F 5/16" CARBON STEEL TAPCON XL EMBEDMENT EDGE DISTANCE TENSION (LB) CARBON TENSION PM STEEL SHEAR M) 1-3/4" t STAINLESS TENSION (I.0) STEEL SHEAR (LB) HOLLOW BLOCK 1' 1-9/16' i 117 94 148 107 2 -112' 431 195 284 3.1/8" 160 279 CONCRETE (3192 PSI MIN) 1' 1' 505 209 115 1-3/4" 186 148 2 -112" (2899 PSI MIN) 212 297 883 166 275 14, 1' ,_ 713 510 11 2 -1/4' 488 189 812 11 .. 547 472 5/16" CARBON STEEL TAPCON XL t EMBEDMENT 1S THROUGH 1 -1/4' FACE SHELL OF HOLLOW BLOCK tt EMBEDMENT DEPTH IS INTO 3KS1 CONCRETE, WFtH THE WOOD BUCK LOCATED BETWEEN CONCRETE AND SIDE MEMBER so complying Wtt1116eHeti& /Suildigg Code n7_iio1.11) P EMBEDMENT EDGE DISTANCE TENSION (LB) SHEAR (LB) HOLLOW BLOCK 1-3/4" t 4" 261 LB 570 LB 1-9/16' 262 333 1 -1/4 2-3/16' 301 431 3.1/8" 301 543 1-9/16' 505 382 CONCRETE 1-3/4" 2-3/16' 563 828 (2899 PSI MIN) 3.1/8' 883 627 1-9/18 713 480 2 -1/4' 2 -3/16' 780 812 3-1/8' 1 788 852 GROUT FILLED 1-3/4' ` 487 708 BLOCK 2 -1/4' 4" 842 785 THRU 2x WOOD BUCK (0=0.38 MIN) 1-3/4' 11 1-3/4' — 312 TO 3101 MIN CONCRETE t EMBEDMENT 1S THROUGH 1 -1/4' FACE SHELL OF HOLLOW BLOCK tt EMBEDMENT DEPTH IS INTO 3KS1 CONCRETE, WFtH THE WOOD BUCK LOCATED BETWEEN CONCRETE AND SIDE MEMBER so complying Wtt1116eHeti& /Suildigg Code n7_iio1.11) P 10 10 GENERAL NOTES: 1 -CODE: FLORIDA BUILDING CODE 2007 ED. 2- DESIGN LOADS: ASCE 7 -05, V =146 MPH, 1=1.0, EXPOSURE: C ZONE 4: PD= +46.5, -50. 4 PSF ZONE 5: PD= +46.5, -62. 2 PSF 3 -USE THIS DRAWINGS IN CONJUNCTION WITH THE MANUFACTURER SPECIFICATIONS AND PRODUCT APPROVALS. 4- ALUMINUM TUBE DESIGNED AS PER THE ALUMINUM DESIGN MANUAL 2005. 5 -ENGCD INC. HAS NOT VISIT DR INSPECTED THE JOB SITE, ALL INFORMATION HAVE BEEN PROVIDED BY THE CONTRACTOR. ANY DISCREPANCY MUST BE BROUGHT TO OUR ATTENTION FOR FURTHER EVALUATION. 10 10 CLUSTER OF 5 ANCHORS 11 11 11111 11 1 C'') \0 55 HORIZONTAL ROLLER WINDOW NOA 09- 0312.08 RATED: +70, —70 PSF 4 PAIR OF ANCHORS J-- AT 10'0C 11 1l 11 1.1 1 1/ 37 MAXIMUM SINGLE HUNG WINDOW. NOA 09- 0224.07 RATED +75, —90 PSF 1X2 -3/4" HEADER ANCHORAGE DESIGN 3° MINIMUM SPACING 2 -1/2° 'MIN. EDGE:>- DISTANCE • �. .. P` • re • _ EXISTING CONCRETE 1X PT WOOD FILLER CUT TO FIT SPACE 1/4°X3-1/4° TAPCONS STAGGERED AT LEAST 3 °0C SPACED AS PER ELEVATIONS 1/8- 1X2 -3/4° 6063 —T6 ALUMINUM TUBE EXISTING STUCCO WORK CONTRACTOR: SRW &D SUPERIOR REPLACEMENT WINDOW & DOOR, INC. 21032 SW 91st COURT CUTLER BAY, FLORIDA 33189 TEL: 305 256 -1411 W W W. FLWINDOWANDDOOR.COM JOB: WOOD BUCK DESIGN Essinhgton Residence 55 NE 100 STREET MIAMI SHORES, FL. 33128 Engineering: Eri.g liar. CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENGCO@AOL.COM OCT 242011 Engineer Seal Pedro De Figueiredo PE 52609 Date: 10/24/11 Scale: NA Design by: PPMF DRAFTING: PK DRAFTING & MORE Drawing Number 11 -219 Sheet 1 of 1 ENGCO, Inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 Email: Engco@AOL.com REF. #: w 11 -36 Date: 10/19/2011 Contractor: Superior Window /Door Replacement 21032 SW 91 Court Miami, Fl - 33189 Job: Essinhgton Residence 55 NE 100 Street Miami Shores, FL 33128 Wind Load Calculation for Components and Cladding under ASCEISEI 7-05 (method 2) Florida Building Code 2007 Building Mean Height 13.00 Feet Cladding Elevation 13.00 Minimum Width 40.00 Feet Feet Buildings with MRH < = 60' and 60' <MRH < =90' (MRH =Mean Roof Height) Roof Slope Roof Slope Reduction Factor 1.00 Import. Factor (1) 1.00 (Section 6.5.5 - Category 1- 0.77 Category II - 1.0 Category III & IV - 1.15) Basic Wind Speed 146 mph (Section 6.5.4) Dade County positive Psf Exposure C a Zg (Section 6.5.6) 9.5 900 Open terrain with scattered obstructions height less than 30ft. Open country , grasslands and all water in hurricane prone regions zone 4 Building Type Enclosed ( Enclosed, Open, Partially Enclosed - Section 6.5.9) Use section 6.2 definitions -50.4 Kd - Section 6.5.4 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Kz - Section 6.5.6 0.85 Kh - Section 6.5.6 0.85 Kzt - Section 6.5.7 1.00 To be used when hill height H > =15' Velocity Pressure (qz) 39.37 Psf Velocity Pressure (qh) 39.37 Psf gz=0.00256 . Kz . Kzt . Kd . VA2 . I qh= 0.00256. Kh . Kzt . Kd . VA2 . I Section 6.5.10 Section 6.5.10 Tributary Area 10 ft2 GCpi ( Int. Pressure ) 0.18 1 -0.18 Section 6.5.11.1 GCp ( Ext. Pressure ) zone 4 ( +) 1.00 zone 4 ( -) -1.10 (Section 6.5.11.2) zone 5 ( +) 1.00 zone 5 ( -) -1.40 Wind load Psf positive Psf negative Psf Zone 5 for units located Tess than 48" from building corners zone 4 46.5 -50.4 zone 5 46.5 -62.2 End zone (a) T 48 INCHES 10/19/2011 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. Sheet W 1/1 MIAMI•D►ADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/bufidingcode ECO Window Systems, LLC. 745 W 18 Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. • BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION EC s - ; rd Series -100 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. Expiration Date: Ap Approval Date: April 08, 2009 Page 1 ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12 /09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI- 08- 2166A, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166C, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI -08 -2168, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. E -1 9//f/#7 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09 -0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 02/20/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance, prepared by A1- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. 2. No financial interest letter, prepared by A1- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. Carl r s M. Utrera, P.E. Product Control Examiner NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 E -2 FALSE NU9TINS (SURFACE APPLIED) OPTIONAL ECO —GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALT. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 6 USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT WAITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. D.LO. (FIX. LATE) It MAX. WINDOW WNTH 47 3/8' HEAD I D.LO. (FIX. UTE) 12' MAX. :,.r' ti ;1 _- 1 ii It 1 1, ii, !!1 1A -'� __ ❑ - 0 Il 11 I� II I HEAD I I t I I 11 6 n u u It 11 4J' 11 II NO ANCHORS AT SILL 47 3/8' EQUAL LITES 53 1/8' 6" MAX. WINDOW WNTH 47 3/8' D.LO. (FIX. UTE) 12' MAX. HEAD CORNERS I HEAD I I WINDOW HEIGHT 52 3/8' D.LO. (FIX. UTE) 0 -4===4===.4-, 1 -'; 1 II II _ YI, I I AV I I 1 1 I 1 I II ;I N m G Ii I, kT• `-� Il I II I FALSE MUNTINS (SURFACE APPLIED) OPTIONAL NO ANCHORS AT 47 3/8' SILL D.LO. (VENT) 50 3/16' TYPICAL ELEVATION$ TESTED UNITS UNEQUAL LITES (ORIEL TYPE) [THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Env OR. $UYAYOUN FAR000 F)A PE / 18557 C.A.N. 3538 Alptwduw+l4iggwtlAW Orr .1Grr"f3' a drawing g0 8 drowing no. W09 -O8 (sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE '8' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19-1/8" 75.0 90.0 79.0 90.0 24" 75.0 80.0 750 90.0 26 -1/2" 75.0 90.0 75.0 90.0 32" 28 75.0 90.0 75.0 90.0 37" (3) 75.0 90.0 75.0 80.0 40" 75.0 90.0 75.0 90.0 48' 75.0 90.0 75.0 90.0 93 -1/8" 75.0 90.0 75.0 90.0 19 -1/8' 75.0 90.0 750 90.0 24' 79.0 90.0 75.0 90.0 26 -1/2" 79.0 90.0 75.0 90.0 32' 38 -3/8" 75.0 90.0 75.0 90.0 37' (3) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48" 780 90.0 790 90.0 53 -1/8` 79.0 90.0 75.0 90.0 16 -1/8' 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 26 -1/2" 75.0 90.0 75.0 90.0 32" 50 -5/8' 75.0 90.0 75.0 90.0 37' (4) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' 75.0 90.0 75.0 90.0 53-1/8" 75.0 90.0 75.0 90.0 19 -1/8" 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26 -1/2" 75.0 90.0 75.0 90.0 32" 63' 75.0 90.0 75.0 90.0 37' (5) 75.0 90.0 75.0 90.0 40' 79.0 90.0 75.0 80.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 900 75.0 900 19 -1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 26 -1/2" 75.0 90.0 75.0 90.0 32' 78' 75.0 90.0 75.0 90.0 37' (6) 75.0 90.0 75.0 90.0 40" 75.0 800 75.0 90.0 48` 75.0 90.0 73.0 90.0 53 -1/8' 75.0 90.0 75.0 90.0 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER WIDTH EQUAL LITES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE IF WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 19 -1/8" 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26 -1/2' 75.0 90.0 75.0 90.0 32" 50 -5/8' 75.0 90.0 75.0 90.0 37' (4) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19 -1/8" 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 28 -1/2' 75.0 90.0 75.0 90.0 32' 63' 75.0 90.0 75.0 90.0 37' (5) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48" - - 75.0 90.0 53 -1/8' - - 75.0 90.0 19 -1/8' 75.0 90.0 75.0 900 24' 75.0 90.0 75.0 800 26 -1/2" 75.0 90.0 79.0 90.0 32' 76' 75.0 90.0 75.0 90.0 37' (6) - - 75.0 90.0 40' - - 75.0 90.0 48' - - 75.0 90.0 53 -1/8" - - 75.0 90.0 1/8" HEAT STREW D. GLASS 3/16" HEAT STREW!). GLASS .090" INTERLAYER .090' INTERLAYER sUTACITE P18 BY 'DUPONT' BUTACITE PVS BY 'OUPONY I /B" HEAT STREN'D. GLASS 3/16' HEAT STREN'O. GLASS SILICONE F SIUCONE DOW 899 DOW 899 GLASS TYPE 'A' GLAZING OPTIONS i GLASS TYPE 'B' s UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 (sheet 2of 6 MAMI -DAOE COUNTY APPROVED MILLION & MULLION ANCHORS SEE SEPARATE NOA 1 TYPICAL ANCHORS] TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (FU.120 KSI. Fy.92 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/2° MIN. EMBED INTO CONC. OR MASONRY 1 /4" DUI. TENS OR SELF DRILUNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,114 SUS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090°) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE Pc . 3000 PS MIN. MASONRY rat = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WI JOINT SEALER. Emir: OR. KUMAVOUN FAR000 STRUCTURES RA PE 16557 CAN. 3539 z nno Qq G IL z Ul 4 Oa g� 1 drawing no. W09 -08 (sheet 301 6 ) MANF. /SUPPLIER /REMARXS FIXED MTG. RAIL NUWR -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING GLAZING BEAD (5/18' LAN. GLASS) GLAZING BEAD (7/18' LAM. GLASS) 14 #8 X 1' 14A #8 X 3/8' SWEEP LATCH. AT 12 -1/2. FROM ENDS LATCH INST. SCREWS FRAME & VENT ASSEMBLY SCREWS BOTTOM RAIL ASSEMBLY SCREWS BOTTOM RAIL SEA. - SERIES 101 18 W23181 #8 X 5/8' 5/16' BOX SCREEN 23 FY120 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. VENT WIDTH i/4' MAX. TYPICAL Aft SEE ELEV. FOR SPACING 1/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR.SPACING EXTERIOR D.4 GX1. WINDOW WIDTH droWing no. WO9 -08 M■MI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELFY. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER EAar: DR. HUMAYOIM FAR030 STRUCTURES IDs1u s7 CAN. 3518 u z g 0 8 s drawing no. W09 -08 sheet 5 of 6 1'5° I pp .a9z t „La__ II 1.790 1 1 2.812 V FRAME HEAD VENT TOP RAIL r- 1.281 —�i `J FRAME JAMB .O45I 80 I -4 1.047 --i 1.047 GLAZING BEADS r 1 434 —y 1.087 .082 .821 Qi VENT SIDE RAIL .874 L 1- -2.790 O FRAME SILL 2.688 2.811 769 2a FLUSH FRAME ADAPTER VENT CORNER DETAIL Emir: 08. 181400U9 i'PR000 STRUCTURES M PE # MST C.A5. 336 41 n drawing no. W09 -08 sheet g of 8 • MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued wider the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION Series, "FD - 10171 .Outswing Aluminum French Door w i . e s APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufactuic.' s name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07- 0629.10 Expiration Da :O ► r18,2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets /through 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "EL DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 �SG4'j 1. LAtetutaida. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8' LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. B. 3/8' LAMI NOM. (.402') CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16' LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS . D. 7/18" LAMI NOM. (.4651 CONSISTING OF (1) UTE OF 3/16' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X O XX XO, OX. X , O, OXO AND OXXO. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSVAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2" GLASS BITE EXT. -1/8° ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .402 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR A SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16' HEAT STRENGTHEND - .465 -- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 112" GLASS BITE NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved anteing Ong with the Florida &Oen ; 7 NOM 07— O L � Miami Dade Product Control "ek H- FA: L"Ye WNW PA Aie m407 asLear A Lamer F.K Chewer CLAW YET. OF GLASS, OVERALL MOPES MDe2ASSINE ADD GLASSAMWA 70 Waal DETAILS, ADO GLASStl6". T18C. REVISE 1071E1, GLASS ES RPT.. AALXINDIE& 1070 TECHNOLOGY DRIVE NOICOliS, R. 94278 P.O. BQX 1823 NOKOMIS, 10. 34274 P NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ad.r,se FD101 I1xe ae� I 1 re 10 � renown. 11005-1 I B L. Ghdc. P.E PE 839712 Strucbnai TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 79 314" 7° - 83 3/4" 87 3/4" 91 3/4" 8 °- 95314" 3° 3712 "I 60 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 O WIDTH SINGLE SIDE UTES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH I 36 3/4" SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.01+75.0 -75.01+75.0 -75.0 +75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 793/4" 7°- 833/4" 87 3/4" 91 3/4" 8 °- 953/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 2912" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 12" 5° 59 3/4" +49.0 -49.0 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 3312" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE 0 WIDTH GLASS TYPES A, B, C OR D 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -472 +44.7 -44.7 +42.6 -42.8 361/8" +352 -352 +352 -352 +35.2 -35.2 +352 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: Al. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16' HS) C. 7116' LAMI (3/16" A, .090 PVB, 3/16' HS) D. 7/16' LAMI (3/16" HS, .090 PVB, 3/16' HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2° MAX. OXO WIDTH = 1091/2" MAX. XXO /OXX WIDTH =107 3/4" MAX. OXXO WIDTH =143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90° HIGH SINGLE DOOR WITH 29" SIDE UTES DESIGN PRESSURE _ +87.6 / .67.6 PSF EX. B FROM TABLE 1. 0XX0 WITH GLASS TYPE A 88" WIDE x 85" HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE = +70.4/-70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4' HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.8 PSF BC D FROM TABLE 2. OXXO WITH GLASS TYPE C 633/4' WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE UTES DESIGN PRESSURE = +43.1 /-43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. ApNAv ed a "e I T uuuP0B b ee Flwidamte ? Nand Dads {Nodal Control a"" R„W"4 FJC FJC FJC RwWs 8 RM4m A REVISED MILE 2 DESONPRESS1111118 ADCIAIfPETINALREIA: COMM VERSION MASS TYPEOaxAx SIZES artaNOrESaADONOr133ss& REVEE NOTE 1,2 & ADQNDTATIONSTOTABLE 1AND2 REDUCE AMC SIZEOSBxU / PRESSURE AND ADJUST: ALL OPSFOR TARE S CheAsliat J..L Mkt 1/07 1070 TEGDWOLOGYDRAM N KOAW, 8.34278 P.Q SQX 1825 NOKOASS, FL 34274 Pc-�T vt,�at,. ems. DESIGN PRESSURES m ALUM. FRENCH DOOR & SIDE LITES, IMPACT fiftolledie aae 1X I 2 d 10 aerata. 11005.1 I B 731/2' MAX 36 3/4" MAX SEE NOTE 4 OX OR XO 383/4' 109 1/2" MAX. MAX —•-h-SEE NOTE 3+F-- MAX i' O I y `\ X 11 / O ® , ./ E{ /X !NAM'. il I lE 0 SEE NOTE 4 OXO —SEE NOTE 4 X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP IC AND IOC DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 9(0','OX','OXO' 90(0','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR IC AND IOC DOORS AS FOLLOWS: (IC DOORS = WIDTH - 5.848) (IOC DOOR = DOOR WIDTW2 -4.079) 143 3/4' MAX. 3/4' SEE NOTE 3 MAX 38 3/4 MAX ������''IIIIII SEE NOTE 4 OXXO G SEE NOTE 4 4' C •) DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH IC = DOOR WIDTH - 1215/18' DLO WIDTH IOC = DOOR WIDTH/2 -11 5/18' SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -3 1/8' Apps uvm: with OW 170%0.le S1v:Ste?C•ul[ 1W, a � Ni)Ak, o (Ir.1 p +;1,rn: peae Prx +:rcl 1 %11/1-q-1-14.651,..4 tiI eq-1—a.� botte Meat= Br FA Reed BT FX 8/11/17 Riker A CORRECT VERTICAL DUJAND FORMULAS ADD DLO FORMULAS FOR DOOR AND EWE ITEM000d7MONK 8R3Y70:Y DEAD Ed.TM® SPECIFY xMT.AND X' PACT. RIC Des '1/77/07 cmossBF aft 821/07 1070 T .OGYDRI E NOMAD, FL308 P.O. BOX 1520 NOMMAA FL8W4 PST VWblr Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ira 131101 NTS 3 d 10 Inerevro. 11005 -1 B /1 95 : MA 1 Er O 1 m, , IE �e XACT \ _ ® , ./ E{ /X !NAM'. I lE 0 I SEE NOTE 4 OXXO G SEE NOTE 4 4' C •) DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH IC = DOOR WIDTH - 1215/18' DLO WIDTH IOC = DOOR WIDTH/2 -11 5/18' SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -3 1/8' Apps uvm: with OW 170%0.le S1v:Ste?C•ul[ 1W, a � Ni)Ak, o (Ir.1 p +;1,rn: peae Prx +:rcl 1 %11/1-q-1-14.651,..4 tiI eq-1—a.� botte Meat= Br FA Reed BT FX 8/11/17 Riker A CORRECT VERTICAL DUJAND FORMULAS ADD DLO FORMULAS FOR DOOR AND EWE ITEM000d7MONK 8R3Y70:Y DEAD Ed.TM® SPECIFY xMT.AND X' PACT. RIC Des '1/77/07 cmossBF aft 821/07 1070 T .OGYDRI E NOMAD, FL308 P.O. BOX 1520 NOMMAA FL8W4 PST VWblr Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ira 131101 NTS 3 d 10 Inerevro. 11005 -1 B /1 m JII�1 I ` - _7 G O EXTERIOR MAX DLO 0 INTERIOR MAX DOOR HEIGHT 1.489 DOOR SECT. A-A VERTICAL SL SECT. B-B VERTICAL SL VIEW G-G CORNER ASSEMBLY Approved as complying with the Florida Lige Bolding �7 NOM bod e Product ConwG Nand ol I.L1 ..G. 6,: 61! Itertriss ILF FJC bow 6KSw arseue NO CNANC677688lff7. wrs6w FJC mu'm A BHOVOOL66E HOLLOW HEAD SECTION ATCORNERA Y m.elr FJC 1I1T/G7 JJ. 8127/87 1070 TECHNOLOGY DRIVE NOICCAN, R.34275 P.O. BOX 1681 610K0609 a 3Q71 PST VWbly &urr EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT arlatee Ere ae.e 1/2x I 4 s10 omer.a. 11005-1 B 401' .1 iii liii MAX I DLO `I ee MAX SL WIDTH{ �C SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7.8 AND 9) MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. SL WIDTH --- 1 INTERIOR EXTERIOR -MAX. DLO SL SECT. F-F HORIZ. (SINGLE SIDE LITE) Approved as comply/rig with the Plorldratuidlug ode NON Wool Dade Product antral DON Raffkoc FX Rabble 0 NOCHA fQF►HI89Kff7 FX Dar 8/14/27 A ADD DOOR 07 sox um- ro seen= sE6IMOLEBIDEUtE •70SECE F-F donaBA F.K taco 2122/07 ObsoEOOyc Das 6/21/07 1070 TECHNOLOGY DRIVE KNOWS, FL 34275 P.O BQK1520 NOKp08 FL 34274 PST VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT saftakda FD101 aoele I awa 1P2x I 5 d 10 mraan 11005.1 Row B Robert L Clerk, P.E PE 839712 Structural ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 930 PGT# 943B 60411 1010 60300 7070 67070K 955 7955X 938 7938X 956 7956A 7832X12FPXP 995 70995 996 70996 952A 6533016 11000 811000M 1670 671670 11004A 611004M 11001A 411001A 11002A 411002A 11003A 411003A 915D 60380 1010 60300 6608 66608M 1140 78X112PSATS 1048 71048 41721N DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL MS - S.S. W /SWCONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 ( INHOUSE INJECTION MOWED) ACETAL SPACER .140 ( NHOUSE INJECTION MOWED) FRAME JAMB (OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 606145 #8 X1.500PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL TOP & BOTTOM RAIL 31 911E 8911 DOOR PANEL SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 BTRODA 5/16-18 THREADED ROD 36 990 7990NUTA 5/16-18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 9848 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 602001< WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS ITEM DWG# , PGT# DESCRIPTION 60 920D 6920D SIDELITE HEADER 61 921D 6921 SIDELITE SILL 62 916B 60381 SIDELITE JAMB 63 1155 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712853K SETTING BLOCK, 3/32" X 1/4' X1" W/PSA 71 71267K SETTING BLOCK, 1/16' X 1/2" X 1° W/PSA 72 4222A 64222 BEAD, 7/16° 73 988 6988 BEAD, 3/8' 92 988 64986 BEAD, INTERIOR 93 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16"" HS 96 GLASS, 3/8' LAMI -1/8' HS, .90 PVB, 3/16" HS 97 GLASS, 7/16° LAMI - 3/16° A, .90 PVB, 3/16' HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 103 11008A 141106A IACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) OFF -THE SHELF DEAD BOLT LOCK .5041 �-- f 380 13 OUTSWING THRESHOLD CHANNEL COVER 6083-T6 2.750 —� 1 1-25] 22 TUBE MULL 683 -T5 1.000 Approved as complying with the Florida Boutin Code DMe NOA/ D aSf�d' Miami Dade Pmdaet .. L1 I. f 1.4u1� ReadBF DEW Rabbor FJ BA C 9M8/07 FJC I 99907 Bwokrx B NOCHVIGE THIS SHEET A ADD MI 102DEADBOLTAND WOMB PIXEL PLY TO MB 14C Dames Obm39, ads F.K 2/22107 J.J. 821/87 DRNE x5278 P.O 1� a 542/4 cnm PARTS UST a.t.aaoe mrr Fc1m 1 TIM ALUM. FRENCH DOOR & SIDE LITES, IMPACT > Bescer 2)c 16 s 10 j 11005-1 B L Clazk, P.O. PE 039712 Structural 4.826 4.000 30 DOOR PANEL TOP & BOTTOM RAIL 6063•T5 4.728 4.100 x1.7501 ri.7501 [___1 .750 DOOR PANEL SIDE RAIL 8083 -T5 4.728 4.100 4.875 DOOR PANEL INTERIOR ASTRAGAL 8083.75 4.875 4.728 4.100 i L a DOOR PANEL 45 EXTERIOR ASTRAGAL 6063 -T5 72 7,16. GLAZING BEAD 8063 -T5 1272 L 3.000 1 FRAME HEAD 8083 -T6 3.100 1.479 I 3.000 OUTSWING THRESHOLD 6083 -T8 1.489 1 8.085 SL HEADER 8083 -T6 61 SL SILL 8063.78 1.480 �{ 20 DOOR FRAME, JAMB 8083 -T8 —1.578 --1 .880 .050 3.000 62 SL JAMB 8083 -T6 i 830 r 4 2.980 .050 SL JAMB 6B ADAPTER 6083 -78 (-3 WEATHER STRIP CHANNEL 6083 -T5 HINGE 8083 -T5 0.375 .125 Approved as complying with the Florida Butding Cale �7 Date OGT i.e, 7007 Nod, n7 —eGZ4. t° Mtia�mippDade Product rd By ISLtaq I I. Lades cd Vas Iftintor Rossi 00 Fx are 91!&07 rrarvs NO CHANGE 7115SBaT. Head* F.K 9.s bY607 Roam A ADD 'DOW TOIIB/2DSOIAWSEDUM. 7OIIH63B 31, 4645a 61 Dam* use Gnaw use F.K 2122107 J.J. 621ro7 1,79 TECHNOLOGY ORNE NOKOMIS, x 34275 P.O. BQX 1529 NOKOiIS. a 3®4 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0101 11,2X am* n.00. 7 d 10 I 110054 I B T d L (irk, P.E. PE 038712 SbrcNral HEAD __i 1 ZONE "C' I JAMB ZONE "A" w w gN N SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD f Z� I ZONE _Z 1 JAMB ZONE B" ZONE "ZONE "I 1 ZONE I ,,A , XX N OXO , SILL } ZO�NE�ZONE "F"_ZoNNE� SEE TABLE 7., SHT. 9 NOTES: w Z 0 m 1 SILL SILL ZONE SEE P O JAMB ZONE 'B" y� HEAD HEAD EXAMPLE 1 ZONED" 1 ZONE "E" I ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION JAMB ZONE A" XO OR N OX SILL i 'D "ZON"D" ZONE "E" ZONE " ZONE TABLE 4., SHT. .99 SEE TABLE 5., SHT. 8 SEE TABLE 8., SHT. 9 HEAD ZONE' I ZONED'F' I � �ZONED"F"�ZONED"F"�ZOE E1 } JAMB ZONE "A'1 I /7\ // OR \♦ OXX 1 V` I JAMB ZONE "B' I <XXO \ \ , / ' SILL j_ SILL ZONE "t ZONE "F"�ZONE� SEE TABLE 7., SHT. 9 SILL I JAMB ZONE "B" I f f f Y 1 V` /♦ / / OXXO // 1 \ ♦ / 7 7 7 7 } - JAMBZONE'B' - } \ ■ vVVVV II ILL ILL rZONNE ' ZONE"F'�ZONE �ZONE4 SEE TABLE 7., SHT. 9 A. 19 "x83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. B. 71 3/4 "x83 3/4' )0( DOOR ZONE ANCHORS FROM TABLE 4, SHEET 9, EACH ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT, 71 3/4"W 90: DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4' ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL ):131/4' MAX. FROM CORNERS AND 231/8' MAX. O.C. HEAD & SILL OF DOORS: 8' MAX. FROM CORNERS, 9' MAX FROM ASTRAGAL CENTERS AND 20 7/8" MAX O.C. HEAD & SILL OF SIDE UTES: 6" MAX FROM CORNERS AND 24 314' MAX. 0.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approved as <oe 1p!,.ag with the Florida Ordain Ct ie Date c..r NOM 67— ZZ zoo ' //} Miami Dade Product C�tsol Grl 1. L�eNd� Ma 0 DA FX Odlo 87847 Roam SWANN NO CHANGE THMSNEET. FX 11447 flostskine A CH/MET A W OR OrNCHONaOIE FMCS' TO ADDANOHOR TYPES TO yep FJC 2/22/07 amruy: JJ. 8/21/87 1070 TECHNOLOGY ORME NOKONQS 8.34278 P.Q BOX MO NOKOMIS, FC34274 PST ANCHORAGE, CONFIGURATIONS TOW ALUM. FRENCH DOOR & SIDE LITES, IMPACT Stessabet F0101 Book illhottr NTS I 8 s 10 Doolivith 110054 B • L�Clark, P.E. PE 038712 tituotural TABLE 3. X DOORS CLASS TYPES ANCHOR TYPE & SUBSTRATE A,B,C,D 2,3, WOOD 1,2, CONC DOOR WIDTHS 'N' - 25.50 TO 37.50 WAD ZONES WIDTH x HL x b 1 N b 1 n TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES ANCILOR TYPE & SUBSTRATE DOOR WIDTHS LOAD ZONES ION - 47.76 W tl1 TO 71.7 a d r � n ���� ���i Hr.;fif� WIDTH x A, B, C, D 2,3, WOOD 1,2, CONC TABLE S. 0 SIDE LITE GLASS TYPES ANCHOR TYPE & sUBSTRATE 2,3, WOOD A, 8,C,D 1,2, CONC TABLE S. XO & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A,B,C,D 2,3, WOOD 1,2, CONC TABLE 7. OXO, XXO. OM & OXXO GLASS TYPES A. B. C, D ANCHOR TYPE & 2,3, WOOD 1,3 CONC suesiRxr& WIDTHS LOAD ZONES - 10.76 TO 38.75 WIDTH x Hr. DOOR WIDTHS "N -25.60 TO 37.50 LOAD ZONES SIDE WE WIDTH x Hf. O O E. I° O b DOOR WIDTHS X -26.50 TO 37.60 70C 47.75 TO 71.75 b LOAD ZONES I` E. O O 25.50 x 79.75 83.75 87.75 91.75 95.75 27.50 x 79.75 83.76 87.75 91.7 95.7. 29.50 x 79.76 83.75 87.75 91.76 95.7. 31.50 x 79.75 83.75 87.75 91.75 95.76 33.50 x 79.75 83.76 87.75 91.75 95.75 35.50 x 79.76 83.76 87.76 91.75 95.75 37.50 x 79.76 83.75 87.75 91.75 85.76 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 8 8 10 10 8 8 10 10 10 47.76 x 79.75 83.75 87.75 91.7 95.7 51.75 x 79.7 83.75 87.75 91.75 95.7 65.75 x 79.7 83.7 87.7 91.7 95.7 5975 x 79.7 83.7 87.75 91.76 95.75 63.75 x 79.7 83.7 87.7 91.7 95.7 87.76 x 79.7 83.75 87.76 91.7 95.75 71.76 x 79.75 83.75 87.76 91.75 96.75 4 3 8 4 2 3 5 4 7 4 2 © 5 4 7 4 2 3 8 4 7 4 2 3 5 4 7 4 2 3 10.75 x 79.75 83.76 87.75 91.75 95.76 4 4 4 4 4 1 1 1 1 8 5 5 5 6 6 5 5 4 4 4 4 4 4 5 5 7 7 7 7 7 8 8 8 4 4 4 4 4 4 4 4 3 2 2 2 3 3 2 2 5 3 3 3 5 5 3 3 12.75 x 79.76 83.76 87.76 91.75 95.76 4 4 4 4 4 2 2 2 2 2 19.00 x 79.75 83.75 87.75 9t75 95.75 4 4 4 4 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 11 2 2 2 21.75 x 79.75 83.75 87.76 91.76 95.75 4 4 4 6 6 2 2 2 2 2 6 5 8 6 8 6 8 6 7 8 6 5 8 4 8 4 8 4 8 4 10 4 8 4 2 3 3 3 3 3 3 6 5 5 5 5 27.76 x 79.76 83.76 87.75 91.75 95.76 6 6 5 6 6 2 2 2 2 2 7 8 10 4 3 5 38.13 x 79.76 83.75 87.75 91.75 95.75 6 6 7 7 7 3 3 3 3 3 6 8 8 7 7 6 5 6 6 6 8 4 9 4 9 4 10 4 10 4 taaeBF tats Rgiarge 3 5_ 3el 3 5 I 3 5 3 5 38.75 x 79.75 83.75 87.75 91.75 95.75 6 6 7 7 7 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 211 2, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 10.75 x 79.75 4 2 83.76 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12 7 4 2 83.76 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75, 4 3 21.75 x 79.75 4 3 83.75 4 3 87.76 4 3 91.75 6 3 95.75 5 3 6 3 6 3 6 3 8 3 8 3 B 4 8 4 7 5 7 5 7 5 8 4 8 4 7 5 7 5 27.75 x 79.76 83.76 87.75 91.75 95.75 38.13 x 79.75 83.75 87.75 91.75 95.75 38.75 x 79.76 83.75 87.76 91.75 95.76 7 5 4 2 4 2 42 4 2 4 2 4 2 4 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4,2i 4 2 4 2 4 2 4 2 4 2 4 2 4 2 43 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 10.75 x 79.75 4 2 83.76 4 2 87.76 4 2 91.75 4 2 95.78, 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75, 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75, 4 3 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75, 6 3 27.75 x 79.75 5 3 83.75 5 3 87.75 5 3 91.75 6 3 95.76 8 3 38.13 x 79.75 8 4 83.75 8 4 87.75 7 5 91.75 7 5 95.75 7 5 38.75 x 79.75 6 4 83.75 6 4 8735 7 5 91.75 7 5 85.75 7 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. IpeMaed as complying with the Date at i it1 2107 NOAS f IO Miami Dade Product Corbel rt l I. ?J.,.L Road* FX Oda 1aO7 Nwilicar G NOCKANGE7TW8155:7: Arad Br AA FX FJG are WNW !rats A GiteciedByi J.J. AND 'M80USEx0'TABU367D TABLE A, 'D! CHANGE TABLES, HEAD ZONE 'D'7D'D'AND COLUMN REFERENCE. AOD4i8'7DANHOR i1TE& 62387 1070IHi510LOGYORME NOKOMIS, R. 9(775 P.O. EQx 1529 NOKOMIK FL 9Q74 Pc�T VW* Bern► ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR &SIDE LIES, IMPACT Eigkgazda w101 NA 19 4'10 I 11005-1 I B 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8' MIN. 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 13/8" 1/4' MAX. SHIM —1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 - 314” I MIN E.D. 1 3/4" MIN E.D. 1 1 3/8' TYPE 1 1 3/4" TYPE 2 1/4' MAX SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4' MAX SHIM 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8' TYPE I (CONC) SIDE LITE HEAD (WOOD) 1 3/4' TYPE 2 (CONC) 1/4' MAX SHIM 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 3/8" MIN. 1/4' MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR JAMB (WOOD) CONC. ANCHOR NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, 1.5 KSI MIN. CMU OR 2X WOOD EXT. NOTE 1 3.4 KSI MIN. CONC. BUCK, NOTE 2 DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4' MAX SHIM WOOD ANCHOR TYPE 2 OR 3 NOTE 1 CONC. ANCHOR. NOTE I NOTE 3 F1/4" MAX 1 3/8' TYPE 1 ?: 13/4" TYPE 2 �J 314' H L3.4 KSI MIN. CONC. t 2X WOOD BUCK, NOTE 2 MIN. E.D. DOOR SILL (WOOD) DOOR SILL (CONC) 13/4° 1 3/4' MIN. E.D 1 3B "TYPE 1 1 3/4" TYPE 2 1/4° MAX SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) - ►+ 1 1/4' TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4' TYPE 2 (CONC) 1/4' MAX SHIM T 1 3/4° MIN. E.D. 1.6 KSI MIN. CMU OR , ~3.4 KSI MIN. CONC. : :a;. • 1 3/4" MIN. E.D. J. 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) • 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) CONC. ANCHOR, 3.4 KSI MIN. CONC. 1/4' MAX SHIM , -13/8" TYPE 1 3/4 " TYPE 2 r... 1314' MIN. E.D. SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4' SS4 CRETE -FLEX EMBEDDED 1 3/4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G6 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 318° MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2" THICK. 1 x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved as eevpt• :ag with the Florida Bai,Gag Code Date 1147 / t, 207E NOM ..7 -04E9. ?# Miami Dade Paoduel Control Lai I.CLS..L Dar Robber Rem ar FR DON 94807 Areize B NOM/ANSE 7108 SHEET. Aradnte FX rata 8114107 J.J. Rodeos A BPEG TYPE 1&2BDilM. ONCOM. DETAILS. SPEC. TYPE 283 ON V1000 DM A& AOD ANCHOR TYPES TON= L Dom atc FJC Dots 7/27/07 Oft 821/07 10701E FPA LOOYDAIVE NOKO1PE FL 3.078 P.O. BQX 1019 NdWMB, R 3474 d ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE UTES, IMPACT SersOkelg F0101 Bode I Else • NTS I 10 d 10 Ltadvib. 11006.1 I B L Clack, P.E. PE 039712 Structural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Window Systems, LLC 745 West 18th Street Hialeah, FL 33010 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.malmi v/bn� e SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufactiver will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series -200 " Aluminum Ho t`o `oh g M ow — APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Vicar, P.E., bearing the Miami Dale County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LIMITATIONS: N Coady Product Contmm Approved Shutters OrProte tkarDevicesAteNatRequired. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this pr duct TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entry. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Maker, P.E., M.S. II' 2 Expiration ration Da te: 03/27/2014 Approval Date: 05/27 /2009 Ci�,7i9 Page 1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.L) ", sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Vigar, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test, per TAS 201-94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203-94 along with marked -up drawings and installation diagram of XOX al annum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202-94 along with marked-up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Large Missile Impact Test, per TAS 201-94 2) Cyclic Wind Pressure Test, Loading per TAS 203-94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 6. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. H t.r y A. Maker, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 E -1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. Test reports on: I) Uniform Static Air Pressure Test, Loading per TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 8. Test reports on: 1) Large Missile Impact Test, per TAS 201-94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Comparative analysis and Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, sheets G-1 to G-2, CR -1 to CR -27, DC -1, TR -I to TR -5, Ca -I to CA -26, GL-I to GL-3, A -1 to A-4, R-1 to R-3, prepared by Al- Farooq Corporation, dated 03/02/09, signed and sealed by Humayoun Famoq, P.E. Complies with ASTMEI300- 02/04. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated April 28, 2009, signed and sealed by Arshad Viqar, P.E. A. Maker, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 E -2 ECO —GUARD SERIES -20Q Q �_ ❑_ _ LL.L. .c 1 s • I _ , - $ L 1 Q DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS Of THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNTIED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION$ 1/8' HEAT STREN'D. GLASS r-1/8" HEAT 3TREN'D. GLASS .090' INTERLAVER .090' ACITE PVB BY 'DUPONT' \ V SENTRYG PLUS BY 'DUPONT' 1/8' HEAT BTREN'D. GLASS \ \ T-I /8' HEAT STREN'D. GLASS SILICONE DOw GE� GLASS TYPE 'A' SILCONE DOW CORNING 899 GE SCS 2000 GLASE 'B' GLAZING OPTIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUIIGHS ARE NOT REQUIRED. Enr 41008 HOAR DNA F#69 APR 9 4 2009 drowln9 no. W09 -12 sheet T of 7 II II II ,�„J�II II II +I 4 + II II II II tl II +I }+ B �_ ❑_ _ LL.L. .c 1 s • I _ , - $ L 1 Q DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS Of THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNTIED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION$ 1/8' HEAT STREN'D. GLASS r-1/8" HEAT 3TREN'D. GLASS .090' INTERLAVER .090' ACITE PVB BY 'DUPONT' \ V SENTRYG PLUS BY 'DUPONT' 1/8' HEAT BTREN'D. GLASS \ \ T-I /8' HEAT STREN'D. GLASS SILICONE DOw GE� GLASS TYPE 'A' SILCONE DOW CORNING 899 GE SCS 2000 GLASE 'B' GLAZING OPTIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUIIGHS ARE NOT REQUIRED. Enr 41008 HOAR DNA F#69 APR 9 4 2009 drowln9 no. W09 -12 sheet T of 7 DESIGN LOAD CAPACITY - PSF (E0, OX OR XX SIXES) WINDOW DIMS. A W/O REHR?. WITH RHINE. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) EXT.( +) INT.( -) W( +) BHT.{ -) 28 -1/2" 9 4 70.0 80.0 80.0 90.0 37' 28" 4 70.0 80.0 80.0 90.0 53 -1/8' (3) 8 70.0 80.0 80.0 90.0 74° 9 8 70.0 80.0 80.0 90.0 28 -1/2° 12 4 70.0 80.0 80.0 90.0 37" 38 -3/8' 4 70.0 80.0 80.0 90.0 53 -1/8' (3) 8 70.0 80.0 80.0 9.0 74' 12 8 70.0 80.0 80.0 90.0 28 -1 /2" II 4 70.0 80.0 50.0 90.0 37' 50 -5/8" 4 70.0 800 80.0 90.0 83 -1/8° (4) 8 70.0 80.0 80.0 90.0 74' 12 8 70.0 80.0 80.0 90.0 28 -1/2' 9 4 70.0 80.0 80.0 90.0 37" 9 4 88.9 77.5 80.0 90.0 53 -1/8" (5) 8 70.0 70.0 80.0 90.0 74" 12 8 70.0 70.0 80.0 80.4 24" 9 4 70.0 80.0 80.0 90.0 36° 9 4 70.0 80.0 80.0 90.0 48° 12 8 70.0 80.0 80.0 90.0 80° (2) 8 70.0 80.0 80.0 90.0 72' 9 8 70.0 80.0_7 80.0 90.0 24° 9 4 70.0 80.0 80.0 90.0 36' 12 4 70.0 80.0_ 80.0 90.0 48' 12 8 70.0 80.0 80.0 90.0 80' (3) 5 70.0 80.0 80.0 90.0 72' 9 8 70.0 80.0 80.0 90.0 24" 12 4 70.0 80.0 80.0 90.0 38' 12 4 70.0 80.0 80.0 90.0 48° 8 70.0 50.0 80.0 90.0 80° () 0 70.0 80.0 80.0 90.0 72" 9 70.0 MO 80.0 90.0 24" 4 70.0 80.0 80.0 90.0 38" 4 70.0 80.0 80.0 90.0 48' 60" 8 70.0 70.0 80.0 90.0 80" (5) 5 70.0 70.0 80.0 90.0 72' 9 70.0 70.0 80.0 87.8 A = NO. OF ANCHORS PER HEAD & SILL () a NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (X0X SIZES) WINDOW DIMS. A 1/0 REINF. WITH NEWF. GLASS TYPE 'A' GIASS TYPE '8' WIDTH HEIGHT EXT.( +) 9T.( -) EXT.( +) BHT.( -) 74' 9 70.0 80.0 80.0 90.0 108 -1/4' 28, ) 12 70.0 80.0 80.0 90.0 111' 12 70.0 80.0 00.0 90.0 74" 38 -3/8" 9 70.0 80.0 80.0 90.0 108 -1/4' (3) 12 70.0 80.0 80.0 90.0 III' 12 70.0 80.0 80.0 90.0 74' 88 -5/8' 9 70.0 80.0 80.0 90.0 108 -1/4' (4) 12 70.0 80.0 80.0 90.0 111" 83' II 70.0 80.0 80.0 90.0 74' (5) 9 70.6 70.0 50.0 90.0 108-1/4' 830; 12 70.0 70.0 80.0 82.8 111" 24' 12 70.0 70.0 80.0 80.4 72' (2) 9 70.0 80.0 80.0 90.0 84' 24' 9 70.0 80.0 80.0 00.0 96" (2) 12 70.0 80.0 80.0 90.0 108' 36° 12 70.0 80.0 80.0 90.0 72' (3) 9 70.0 80.0 80.0 80.0 84" 38' 9 70.0 80.0 80.0 90.0 98" (3) 12 70.0 80.0 80.0 90.0 108° 12 70.0 80.0 80.0 90.0 72' 4 9 70.0 80.0 80.0 90.0 84" 48" 9 70.0 80.0 80.0 90.0 98' (4) 12 70.0 80.0 80.0 90.0 108' 12 70.0 80.0 80.0 90.0 72' 9 70.0 70.0 80.0 90.0 84' 80° 9 70.0 70.0 10.0 90.0 98" (5) 12 70.0 70.0 80.0 90.0 108° 12 70.0 70.0 80.0 87.8 A e NO. OF ANCHORS PER HEAD & SILL () NO. CF ANCHORS PER JAMB (1 /3W) 4 (1/31)'. (1/31) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 1/0 REINF. WITH REIN?. BUSS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) INT.(-) EXT.( +) Ott.( -) 74' 9 70.0 80.0 80.0 90.0 109 -1/4' 28° ) 12 70.0 80.0 80.0 90.0 111" 12 70.0 80.0 80.0 90.0 74' 38 -3/8, 9 ' 70.0 80.0 80.0 80.0 108 -1/4" (3) 12 - - 50.0 90.0 111' 12 - - 80.0 90.0 74' 50 -5/8° 9 70.0 80.0 50.0 90.0 (4) 74' 83' 9 70.0 70.0 80.0 90.0 (5) 72" 9 70.0 80.0 80A 90.0 84' 24' 9 70.0 80.0 80.0 90.0 or (2) 12 70.0 80.0 80.0 90.0 108' 12 70.0 80.0 80.0 90.0 72' 9 70.0 80.0 80.0 90.0 84' 36° 9 70.0 80.0 80.0 90.0 98" (3) ' 12 70.0 80.0 80.0 90.0 108' - - 80.0 90.0 72" 9 70.0 80.0 80.0 90.0 84' 9 70.0 70.0 80.0 90.0 98' 4 12 70.0 70.0 80.0 90.0 72' 80" 9 70.0 70.0 80.0 90.0 (5) A A NO. OF ANCHORS PER HEAD & SIU. () o NO. CF ANCHORS PER JAMB (1 /41) (1 /2W) s 1 (1/41) 4. OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. Eg 1 v NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAO5-DEC -219 En?: 4'8980 WONT WA. u�. 35 APR 2 4 20139 drawing no. W09 -12 (sheet 2 of 7 ) LEY WOOD SUCK sal TYPICAL ANCHORS SEE ELM. FOR SPACING STRUC UR TYPICAL ANCHORS SEE ELEV. FOR SPACING MAR—DADE COUNTY APPROVED MULLION d: MULLON ANCHORS SEE SEPARATE NOA TYPOM ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: Wt = 3/8° X 2 -1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER, g k TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING STDItM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYP CAL ANCHORS; SEE ELEV. FOR SPACING VA" DNA. TAPCON BY 'ITW' (Fu.120 KSI. Fy.92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 " D Icc DR ar F DRI L9NG SCREWS (GRACE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy m 38 KS MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) 414 S&IC OR SEL F D RUNG SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY o 2 -1/2" MIN. INTO WOOD STRUCTURE m 1" MIN. INTO METAL STRUCTURE ® 3/4° MIN. N�. CONCRETE rc + 3000 Pe MIN. MASONRY f m . 2000 PSI MIN, 4 r p -' • T rTT Pk' 1 Cm ILA AI. 35 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WI APR 2 4 2044 (sheet 3 of 7 ) I"- MAX. Env: WPM WAR f C. PE` 1!' 7B 3 I APR 2 4 2009 z • 8 a drawing WO9 -12 (sheet 4of 7) MIAMI-DADS COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Env AMMO adir OVIL CC.A.N. N. APR 2 4 2009 Js drawing no. W09 -12 (sheet 5 Of 7 ) • 1.087 3/18" i" ITEM PART # QUANTITY DFSCR@7TON MATERIAL MANE/SUPPLIER/REMARKS ��� 8i (-- --2.750 - 1 FY201 1 FRAME HEAD 8063 -T9 2 FY202 1 FRAME SAL 8083 -75 719 _ e a 8 h Q{ a 115 gi ;illi 5248 _ .813 r Icy" /11 ��� C�4���01 fa I1 STEEL REINFORCING 3 4 FY203 1 SLLL TRACK INSERT 8063 -T8 - [1.140 82 1.434 ,6 +5 FYI AS Imo. MW. FRAME JAYS BO6J -T8 r.-. 1.718 9 FY101 AS FOOD. FOIED FRAM JAMB 6083 -TB 8 FY104 1/ VENT FIXED MTG. RA9. 8083 -TB - 9 VENT TOP /BOTTOM RAIL 7 FY105 1/ VEINT VENT INTERLOCK 5083 -TB - B IY208 1/ VENT .Mi1B 574E 6003 -78 - 9 FY107 2/ VENT TOP AID BOTTOM RAIL 8083-T8 - 2.095 1.250 10 FY108 AS READ. GLAZING BEAD 8063 -T8 - .919 '�- .719 '�- 11 - AS SOD. REINFORCING BAR STEEL - O 1.140 FRAME 1.810 -r HEAD 12 - AS RE00. BAR STEEL - J149 .803 13 F1'204 AS RTEOD. ADO-ON SILL RISER 8083 -T8 USE AS REOD. 14 IY208 4/ VENT RALLER HOUSING 6 GUI CELCON - 1.140 ii.•�I ® Z.- l u -._J1r v� 2.248 Q82 t'�7 19 FY209 a/ VENT ROLLER BRASS 1.140 1.810 2.501 Soo 10 GLAZING BEAD O 18 FY210 2/ VENT ROLLER PIN ST. STEEL 17 /8 X 1" AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS P.N. WAS --- -° 18 #8 x J° 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.N. SMS fil 1.344 JAMB STILE 19 W23181 AS REDO. FIN SEAL WSTRIPPINQ - ULTRIFAB .613 �I 20 03007190 AS ROD. BULB SEAL 0-LON SCHLEGEL 21 £207 AS nap. BULB SEAL SANTOPRENE ULTRAFAB 3.876 .078 1.058 22 5203 AS RECD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 2.053 1.250 23 - AS REDD. GLASS SPACER SILICON E FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 /8 x t /e- 2/ LATCH LATCH 91ST. SCREW ST. STEEL. OH SNIT _____r � 1.140 -IL „ „. 4 --1 1.340 28 WA2L 2/ WOW. WEEP VALVE PREFERRED ERG. PRODUCTS 27 - 1/ VENT 5 /18• eox SCf 1 - OPTIONAL. 28 FY120 FLUSH FRAME ADAPTER 8083 -TB OPTIONAL 1.344 07 MEETING >a 7 n- -' ; :l.Pf lkRf : . ,' .., / L.. i RAIL 2.750 ® FRAME SILL 2.188 tA14 ... C !I i�, ;111111 GOD - - IlIImiWM II []"" MO �i. } - --� -- On t20a .3b -t_T fl--... .312 .08a ® SILL TRACK O 1.379 FIXED MTG. RAIL .900 1.187 .790 2.750 J78a 2.812 2.812 .082 2.790 I == t; e QC NOM MON FIA. PE # 3E883 11 APR 24 MB s0D 2.688 7e9 C 0 NOV. .874 1.687 FRAME - JAMB _ no drawing • W09 -12 ® FIXED 986 1.885-4 FRAME JAMB 2.811 0 FLUSH FRAME ADAPTER sheet 0 of 7 ) 1. 1 FIXED MTG. RAIL CORNER