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285 NE 100 St (4)MIAMI SHORES VILLAGE ( BUILDING DEPARTMEN 305- 795 -2204 Buildi : Ins p -ction Request Date Type Insp' Permit No. Name L J 3& G 6 Wit' C E Address 3-- (U (tO S Company �"•� �, -� VG r +e1oSed Phone # Inspection Date / 2— 7� G Correction Re- Insp'n Fee TypeInsp'n Permit No. Name Address ApProwed Conrtioa Re-Insp' n Pet MIAMI SHORES VILLAGE BIJILDING DEPARTMENT Buil 305 -795 -2204 ding inspection Request Date 46 g 5' X16 )'O Company .i Phone # i - ✓ 7 ' Inspection Date ' ti p l l� ( ' 1 / 7 / -( G nspection Number: INSP -5775 Inspection Date: 01/12/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> BOURNE, ROBERT 285 100 Street NE Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Wednesday, January 11, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305 79 �. Fax: (305)756 -8972 111 U ®®oCV®- 0-- ©O>- IG ® ©00 O OOO CO Block: Permit Number: RC -12 -05 -1074 Permit Type: Residential Construction Inspection Type: Garage door Work Classification: Garage Door Phone Number Parcel Number 1132060134700 Lot: Page 2 of 2 Passed r 1 j Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP -5775 Inspection Date: 01/12/2006 Inspector: Grande, Claudio Owner: Job Address: Project: <NONE> BOURNE, ROBERT 285 100 Street NE Miami Shores Village, FL 33138- Contractor: HOME OWNER Building Department Comments Wednesday, January 11, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305 79 �. Fax: (305)756 -8972 111 U ®®oCV®- 0-- ©O>- IG ® ©00 O OOO CO Block: Permit Number: RC -12 -05 -1074 Permit Type: Residential Construction Inspection Type: Garage door Work Classification: Garage Door Phone Number Parcel Number 1132060134700 Lot: Page 2 of 2 'Inspection Number: INSP -493 Inspection Date: 01/1012006 Inspector: Grande, Claudio Owner: BOURNE, ROBERT Job Address: 285 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, January 9, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL P e: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number RC -12-05 -1074 Permit Type: Residential Construction Inspection Type: Garage door Work Classification: Garage Door Phone Number Parcel Number 1132060134700 Lot: Page 1 of 2 Passed Inspector Comments 94) � 155 . /f (x 6 ` 62 A,,,,,,,,Q / v� Failed it I /N. !� OZ ot ;j 0.7aUeer r Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -493 Inspection Date: 01/1012006 Inspector: Grande, Claudio Owner: BOURNE, ROBERT Job Address: 285 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, January 9, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL P e: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number RC -12-05 -1074 Permit Type: Residential Construction Inspection Type: Garage door Work Classification: Garage Door Phone Number Parcel Number 1132060134700 Lot: Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 2 06 --r etc) 2r 6 Phone # 1 $ (p Z 8 l (P) ,3 7 Co Owner's Address City 1 \eNtA Tenant/Lessee Name Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 a BE NE l o &C2E� ti ea, S State Zip 33 p Job Address (where the work is being done) 2- gS NE 100 :$-A City Miami Shores Villa _e County Miami -Dade Is Building Historically Designated YES Contractor's Company Name (TA/1-A3 2 i iiQ HOC A Contractor's Address 1- 44 SO S()) 1 4 t)E r .- U6 City DAJ 1 J✓ State r-- Zip 333 I L I Qualifier -V-AAk AR [ •-) 611oTT Miami Shores Village NO Master Permit No. Phone # State Certificate or Registration No. Certificate of Competency No. 0 3 5 00 1 O G Architect/Engineer's Name (if applicable) Phone # Type of Work: ['Addition ['Alteration DNew ® Repair/Replace ,. ❑Demolition Describe Work: I ��' LArCe OL, D lA)D017 Cr A- G-5 DOt) W I Tart A iJz✓L- ) D CcuiT ,gy - D 1.4 8 / 2_ /SF- G_ At '#6— (Continued on opposite side) $ Value of Work For this Permit 1 /Sn O Square Footage Of Work: Total Fee Now Due $ Permit No. Zip 3 - 3 / 3 Phone # 9.5 349 y * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Code Enforcement $ Structural Plan Review. $ ?CQ5- I Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ 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. 1 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 w' s , ap.roved and a reinspection fee will be charged. Signature NOTARY P BLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * ** wner or Agent The fore day of who i personally known o me or who has produced oing instrument was acknowledged before me this , SYDNEE HOROWITZ t< �•� AY,CrQ40404 $101I41,DD, 49Git u* a ;;o; EXPIRES: August 22, 2008 °f„th ' Bonded Thru Notary Public Underwriters rF EXPIRES: Augus ... c, &mad Thru Nary Put ******************************************** s************** * * * ** * * * * * * * * * * * * * * * * * ** * * * ** * * * ** . * * * * ** APPLICATION APPROVED BY: chc 05/13/03 2&Q , by ` C h • �11(R e— , day of who i T(' Signature Contractor The foregoing instrument was acknowledged before r e this 7 I r. ,20, 1\11 � , ersona ll ykno t to me or who has produced As identification and who did take an oath. as identification and who did take an oath. Sign: yI Print: My Commission Exp * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning SYDNEE HOROWITZ • MY COMMISSION # DO 349091 i d EXPIRES: August 22, 2008 • P,f„tk d ' Bores Thru Notary Public Underwriters BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) h tha T 1C to Phone # 186 1 '3 7(a Owner's Address Z 5 N E IC0 S T City MkaM kkire. State nZ0-t Zip .33 / 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 2•6.S NE IDO S'rlik,Z71 City Miami Shores Villa _e County Miami -Dade Zip 33 /3 Is Building Historically Designated YES NO Contractor's Company Name 'e bout cfg eyz4 Phone # 1S v LI 7 - Contractor's Address (4 qs& S / 4vE - N)c City h AA) r � State FL Zip ,333 t 9 Qualifier -MAI2 M 0 N Si 0 r State Certificate or Registration No. Certificate of Competency No. S 6 sL) 0 0 q (� Architect/Engineer's Name (if applicable) $ Value of Work For this Permit i /..CO 0 Type of Work: ❑Addition ❑Alteration DNew C. Repair/Replace ❑Demolition Describe Work: ZCIOLACE Ci O t4)C01a GA,It- Cre DOOR. (,j1Tt1 .4 "i8 1)4PE C4 Y1 Ty A4 /fc cep of �{t/ d ' � / - C 6.144 a_ Submittal Fee $ Permit Fee $ Total Fee Now Due $ (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ZOO - Permit No. ( .t as I Pi Master Permit No. Phone # Square Footage Of Work: CCF $ O • (c:' U CO /CC ,ter€ �;!I`'E,� A DEC 0 2 Notary $ V' - CO Training/Education Fee $ C) Z-CJ Technology Fee $ Z • (SED Scanning $ �- � Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 a proved and a reinspection fee will be charged. Signature Owne or Agent Contractor The foregoing instrument w s ac,k.gowledged before me�tis �e foregoing instrument was acknowledged before me this who is personally NOTA Sign: Print: My Commi * * * * * * * * ** chc 05/13/03 ion Expires: * * * * * ***fit *f* APPLICATION APPROVED BY: me or who has produced identification and who did take an oath. *.************ Signature who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** G r/ �� Plans Examiner Engineer Zoning 12/02/2005 09:34 FAX .r • • 04 M 1 A M ICIAZE BUILDING C ODE co °EPIC/ (3CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Clopay Bull iing Products Co. . 8585 puke: My& Mason, OH 45040 ( a 0 0 2 E C'OUNTYI FLORIDA E FLAGLZR.BULDWG STREET, Writ 1603 . FLORIDA 33130-1563 (30 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations goveniing 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•shan not be valid after the expiration date stated below. The Miami-Dade On nary Product Control Division (In • • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this l'.product. or • material tested for quality assurance purposes. If this product or material fails to perform in the accepted Manner, the • manufacnirer rill incur the expense of such testing and the AM may immediately revoke, modify, or'suspend the use of such product or material within their jurisdiction. 130RA reserves the right to revoke this acceptance, if it is determinedlby Miami- . Dade-County Product-Control. Divigon.that this product or-.material fails. to meetthe requkements-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: Sectional Garage Door 16'- 2" Wide. • ! • • • APPROVAL DOCUMENT: Drawing No. 101300, titled 'Doable Car Hurricane Pan Door", dated 02/15/95 with last revision on 0J /06/04, sheets 1 and 2 of 2.,_prepared by Clopay Building Products Co, signed and sealed by M W. Wes • - P.B., bearing the Miami-Dade CournyProduct Control Revision stamp with the Notice .of Acceptance number and expiration. • date by the M.ami-Dade County Product Control Division. - MISSJLE IMPACT RATING: Large and Small Missile Impact - LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement. u Miami-Dade County Product Cool Approved", maless 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. TERIVIINATON of this NOA•will occur after the expiration date or if there has been a revision or change in the inatezials, . use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, *OMR* or any other 'purposes shall automatically terminate this NOA_ Failure to comply with any section of this NOA shalrbe:danse • • - •-• - • • LIMITATH) NT: 11;t is approval requires the manufacturer to do testing of all coils used to fabricate door panels! under this Notice of At=ptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a • Dade County pproved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer . shall moil to his office: a copy of the tested reports with confirmation that the specimen were selected from Ooils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield :Strength of 38000 psi or. more shall be used tornake door panels for Dade County under this Notice of Accepts= ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be dsplayed 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 andshall be available for inspection at the job site at the request of tbe Building Official. • This NOA revises NOA # 00-1212,03 and consists cf this page, evidence page as well as the approval document mentioned above. • ! • The submitted documentation was reviewed by C Font pE. 2A; i/o5z NOA No 03-0829.05 • Expiration Date: March 26, 2006 Approval Date: February, 05 2004 Page 1 12/02/2005 09:34 FAX .f. • 30 .2 Produc Co. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. D ' - W11 GS 1. Drawing prepared by Clopay Building Products Co., titled "Double Car Hurricthie Pan Door", Drawing No. 101300, dated 02/15/95, with last revision on 01/06/2004, sheets 1 through 2 of 2, signed and sealed by M.W. Westerfield, PE. STS Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 of " Garage Door ", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 95 -408, dated 01/25/95, signed and sealed by H M Medina, PE. Test report of Uniform Static Air Pressure Test Per PA 202 on " Garage Door. ", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 95 -407, dated 01/24/95, signed and sealed by 11. M Medina; PE. 3. Test report of Forced Entry Resistance per section 3603.2(W on "Garage Door" prepared by Hurricane Engineering Testing, Inc. report No. HETI 95 -407f, dated 01/25/95, signed and sealed by H. M Medina, PE C. C ' ' TIONS Calculations dated 01/20/95; pages 1 and 2, prepared by M W Westerfield PE, signed and. sealed by M. W Westerfield PE.. Calculations dated 02/24/95, page 1, prepared M.W. Westerfield, PE, signed and • sealed by MW. Westerfield FE. D. TERIAL C'ERT'IFICATIONS est report of Tensile Test per ASTM E A report No. HETI 94 -T59, prepared; by urricane Engineering & Testing, Inc., dated 02/06/95, signed and sealed by HM ed na, PE. 0 est report of Salt Spray Test per ASTMD.654 & ASTMB117, report No. -1144, repared by Q.C. Metallurgical, Inc., dated 06 /03/99, signed and sealed by .l Grat E. ST TEMENTS. 1. - ffidavit of yield strength compliance prepared by R. D. Shifflett employed by Clopay uilding Products Co., notarized on 01/11/2001 by B. H. Schuler. F. QU ITY ASSURANCE. 1. uilding Code Compliance ice. E - 1 003 C di F. Font, PE. Senior Product Control Division NOA No 03-0829.05 Expiration Date: March 26, 2006 Approval Date: February 05, 2004 _MODELS 83. 84A. 02, 94 ti g 'x•.1 SECT IlEdifelrICANI [>r Irlf.1167111:51418 1.=111111•11 EWAN! NAM 12910911M58 61.41411 ■➢I('r& TO 8'O HIGH►. H93. 1494 (up TO 17'0" MOW le GA. G41Y. DOUBLE 010 STILES • TTAAED TO 10P AND 6011114 ROL MIH MEWED TOO -L -LOC SYSIEL.• "- :. "" l41EEI,11£E4ATE S11LE BETWEEN EALH 046055 L0001014.• • ATTACHED 14/ PATTNIED T00-L -IOC S (TOP & BON) A'ID 1BEFFW4E ADFESrIE 14131V 04TII01 ) r LOCATOR OF 0 MOO 120 A SR F INCITES KG TO E 4CEBII • Y OR 21' HGH ' 145 5HE 19112A f LAO21I1M111101R' T"•y61'' l! 5.•11,2' 2,11 ._ 1%M1i1L:1611. 1 6C[?l7TfiEi!76�. �'u�:�i , ...•.IR:�, ^�al�i:1FfiY?7� TRACK CC1NFIGURA11011 STD HFIG1T 610IT�LS R3 84A. 93. 94 DOOR UP 710 8 HIGI� 1421117124414.1. IRK SUPPORT BY 0001 INSTALLAI (10 5140\ MOOR COUWMERENW4CE 545091 • 12 (X1.6%12- O LE . S ' 6' (7 & 6'0'4 DOORS ow) 011 1 1I 36' TIP. 2 - 1/ 2' STEFL ;g1; CUPS. 4Y,. CCAM CLIPS. ID' O15T4HC1 F1104 DI OYN OF MERIKJL- j 1PJ K TO FICH - 1St 3-1/2'. 4 • f • 1. _ DOCKS OH, LAG SCREW 0 014 • 2' 01M. 141511 TRAIL TRACK 1HC10HS5:.083' 1RAC OIIP� • OPf0NR 0111510E KEMED LOCK PAS 4A1M. DOOR H10DT 4. 1G-2' 145S.9..11442311.2 EOM tionr *Fs FlC51t77/ MLA F•l6 CCM 51 TRACK 4:0HFlGURA7106 L rnNOF(1 HUG 1 S H93, H Nina 501IIRED FOR 310041S UP 10 12 HIGH / o00AS 0131 a HIGH 3 46' 22 3': CALM. IUPENm STE41. MICA ANC 514011. TWCH 1HgK4.525: 01405.E 14001E5ST 1 065. 02,13 90PrFOMAL 14440K ---4 = 4 :ArogisitTWOr - 14' MA= SPA0940 ;R450MIEA (113 5040) IRON J1144CEION. 110 1/4 BOLS -_ UST 11491110440 11491110440 k-HUES fOR (SOH 7414131. T $D► 1O TO( J160001 L FLORIDA AEg51MTTVN No. 48495 10 G1 PJ11SRD 612 STIES MOOED so mat - 5K44 75TH 341EK1TD T00 -L -IOC SWIM • (MOP. BDTTOU.k • 1101! •4. VIER 'a" . . ( (B A 0 IX M 0 9 65 143 1 3 10 ' IRO FNE waWIG' HAS PfR 110OUF TESTED MS OF SI]CI171 12.1 Or - T i X07 EOM CKS 42 9 °45 2 2. 0017 101 • rt. • 1E51E0 FOR FI3i0ED EOM WOW • - LOOK 010905 190E - BOLT as �Ip06 (SE • ' p LAYOUT OF MI • LOCK 04 NOR PNOE). 50011104442. 14054411440 9.015 / SPACED AE 12' CERIUM. 1 -12' 031 CARER 0. 21," TRACK ECU AND 118 AI 01111 1m1.401940 5101 100414114. 414E 2/111' • 1 -5/6' MAD SCREW SPACED AT 110 SANE OISTANL4S AS THE TRIO( BGLIS (FE. S -I/2', 1D', 22', 24 ', o5', E00.). _001112_1 Iwo SCREWS LOCATED AT 16', 26', k 46' 08111 BDUCW. ALSO 110 LAD r 9CRE745 LOCATED ABOVE lIAO0AL/4i14DGHT6. TRACK JWICa0f4. 8585 DUKE BLt). • 14 0140 45040 Id 4 1D r Buii3ing products Com. an PAGE ..i OF •2 24 GL KM SOP 1 L .BID ES OF 5704 9W (55119 No. AIM} • 5HP 114• •10605. TOLERANCES Ulm !Mal 011.1.9. 6 2' MACK / 46.16.11.14110 e3aF411540B & 11411 RFglE76IT2P- • 4T11044 A-A PoDP 4670 DESIGN 2.0I051 446.5 , 051 0 . k -82.0 P.SF, 0651014 (0A01: 440.4 P.S.F. * -2 .9 PSF. .40 - 6.03 1 OCET - LAMS .0000 - Lan O.P4.. - 21/7 - $ 3/27 /95 2 11/3/97 33 - 2/13/98 -- 4 12/6/2000 5 8/25/2003 1/6/2004 ' NOTED MID 2 /9 AIMED JAMB OWG & CHART r0 PAGE 4 REFIT DIYO TO 2 PAGES DOSI4; 'AREA; TRACK NOTE TO PG. DEL M/N 87/97; ODS /G -40 WAS DOSK /G -60 ADOEO EXTENDED HEIGHT MODELS H93. H94 JAM8 ATTACHMENT & VENT NOTES MODIFIED F r ET ▪ 9 014915. 911 5 ATDIOIEB • TO 100 E.WO01 1411 5 (2) 1/4 MU PH9 ' NUTS PER BRACKET. • 04 GA. 045.9. ROUEN HINGE EACH 14149E FASTENED TO 0310 ' S11 5/0)� //1 49/0 SKEET YETAL N 4) 1/4'0/4' SELF TAPPING SCREWS. ' G-6114/4153. AMMO 43 15435 stow. 00500 04 ' 11 • b7 -..... (1) 1/4141/0 590 1519240 504ER. 1-1/4' 110E 1 16 05. 0519. 31440. (7) PER 5006 SWOON, MGR 6117APS 010 20411 • 50011014 (SEE 4415Q ELEVATION). EARI 5101 ATTACHED ' 25111 (3) 1/4'45/4' 511F 79/4846 SCREWS (1140 SCRENS 40 p00(, ONE SCREW 111 C -C14VINELI. - JFhly),^,T' I4FV 13 GA, ay. 51FFL j0T10Y ®1110 - • ATFACIIED VIM (2) 11441/4' SHEET NEVVA 5004142, X14.5/40 511E4 NETAL 501101/5 0 r 4 i4 asc6E115. 14 1+'6( -- °°4 IIIOCS YIFYI� „ 4411 • OHS 03. 04*. 93. 94) 0419 NU H64 6(1044405► 144_1441061 2 - I/1 i �L F 1- 2/6' (TYR) " 66 04. 16 40. CAVA STEEL 001. • P4O0 ICU. sal 1 OF 2 16'2'W 1 12'011 415401 mow. 101300 UIUI 12 1::7i I 2 1:,10: TAN [HAM .Q. Roddy �2 .0S MODELS 83. 840. 93. 94 (UP TO 8'D" HIGH). H93. H94 (UP To 12'O° HiGHt ' • 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1E Ill THE LOAD FROM THE 0000 IS TRANSFERRED TO THE T1U0( 0110 nlw !BON DIE TRAM ---- ID-THE • 0.0-4ERICAL JAIABS'(61810E YO IAVD EDO PHEW" HD THE 0008 O 1PAN3ERRED TD I) HORIEONIAL (1CP) ANN. -- 2 EACH VERTICAL Ale LEES A WAXNUN OESG4 U 4D OF 4312.0 Le & -416 L .OU & PER MEAD BOOT OF TS. O0 AIL JAMB FASTENERS NAT BE (BUT 1101 IECUIED} OOUHIIETSUHI TO P100041 A FLUSH NOIINTWO SUR UC' W000 FRAME BUILDINGS / 1 91118 WII5 Q OF 2008 CPOIIIM2 5HH.L 8E FRI11F� SODA 8f 1101 LESS 0(4N_ (2) 96 P11ESS18E111#AREDD GE CF BENDING (F) 11/000 SIM of A STRESS FOR MOR5 LP TD 6'O" CUBE 091. T TA2I3 10 BE CONTI0100 60011040 TO TIE BEAMS • Al) 71 ACCOR ORR THE 11.001E 81AUNR0 00AE. (4} 200 PRESSURE MIMED GRIM /2 OR SETTER W000 SND OF A STRESS GRADE run LESS IRAN 1200 P3 h131.41•4 EMAEEE FRIER ST8E10 GF 1041083 ►010 9 EP TO 120' KIWI. BLOCK WALL OR CONCRETE 219 W000 JN.B 004.1. BE ANCHORED 10 GROUT REf1FORCED MCC1 TRU CMCNEIE COLUMN HWCK WALL ORES MOLL 118 FILLED NTLH CONCRETE AND 6L111TDRCED 811H 1 BAR E CTEt1/NW 1i 1D412F p n 6 u MINN MO RIO TE BOWS. AIL 4ARS 5114.10 00HRN1OU9 9100 TIE RE 004005 OE9f11E0 B P EBIFR�O P I E SSIOHWL04 *410010 AND BLOCK ACORLWI WITH NM0DiA B ULdHO�0000. 2x6 JAMB TO SUPPORTING STRUCTURE ATTAWMENT / (410* TO 8E 11610 FOR ARAD- ERT OF TN= RIME TO NB 1IRILC•AL 10860 OR SUPPORTNO SIRIIG.L08) ITAIW 0111 • !1]7100 • 811 i TALSFERS •703.1..5 '•i� T •')<, :?CTS f.,TiPVSTFiFT.- e411i17Yr ARITT' �T.:ifYii TyP.c4if�I7 +_Ti 734;41'11 L?< rat��3 L IC1QE_11%.12 ?•74! E2..":.:.C??.'LIN4t.Sa: 1��i�►ir� 17 :;t• "f�•_' � - •I'i= 5 •IOrn•MEm EMMA! 1.7 e l. „ :qLILL LS•1. >101111101011i1SE1.1 - - • . ITaPI. ..a. • 1 . � : It• iFIMINIIS!>r 12 4NL 4194. TELLY. SIFFL 001111R10US - . ANGLE F.I6TETWO IC X00 0*11 TO 2 3.1101 W1M (3L 1 B 18'11 - _ !/0 01*819 - OONR109J$ 2.9 *0410 ANIO SEE'.WNB P SON • ADDLE NAY BE W1111E0 OOR AT 1016 • TO STRUCTURE *1IA6111IE 4 POr415. • r G4.Y. STEEL 19ACK WORD • TO 12 OA. NH. CAW. STEEL TRACK CAPS. - • MTH 160 1%3 4/B 910.11 EACH • EACH TRICK CLP ATTACHED TO • COHTIN11005 NICE YA1H • (2) 1/4" 040. FINDS PER CUP- 1 -3/8' 1 2-3/0' 114.1 I0GA.TAPEREO ANOLE.J SEE +AO BOLT 110L8TM0 AT TRACE C0HFF311Rg1N .101' 10 UPF�p ANGLE. TR K r*111S� TO TAPERED ANGLE NOV T41a 1/41048" BOLT E! TAT AT EACH NOUNO S CTfT: Mi: i1 -1 DAUM (OICN -SIDE) ®3' NM. 1' 1100R MEOW (CAM SEC a' WB4 210 11000 .WAS SEE '11100 PREPARATION N01E' ABMS • prop pol40010 � DK R i 1506i.ER go dun) 16 G. 044.6. STEEL RIDDED DO SEIZE '• 18 ¢L OALY- BREI. DOUBLE 110 SIRE • 20 60. CAW. SR71 I0EI1L Sill PUS 1 14131 14LS CI F>FR 4...01%144 10_ g 57RES4. . • 14 00. M GV. qR RHryORH ES ! 7 IIEf F1lSTQ, D 10 EbU STO.f.S 'N /(p EACH ., 14 4( SHEET SETAE 6C NO 2) 1 4 • SELF 51.54810 SCREWS FEEL DID RIME. • 2' IBM OE MID STEP 10 BALL STEEL REALER- • ERD OF ROUFR 51111 T{UIFAO0D FOR • 1/16' RUT. 4 T DE l; ICLPFIs 1493. 1494 3100 maxim BP COCA 145F#,LER (TO STIR) ' 10 00. CAIN, STEEL PAMIE0 00 ST6E • 18 CA. CN.A. STEEL DOUBLE• 20 G0. OALV. STEEL VIER. SOLE ERD STILE PAGE 2 OF 2 L 7/16' ROUND PUSNHUT 16 GA GIL% WCO) 1[!aE FASTENED l9 MSt111ED P./ rACII' )5 LATER. STILES 0 U 4 1 Ei446/ REALER SHAFT. 7T (�{ {)�C�� EEI NEVI S Y. X 14 9 SHEET Nun • (L4 1.10 • Cl�Pay 2) 14" SELF TAPPING SCREWS POE 040 taut. ' 3' DA 6 -1 /j' LRIO ¢TEN . BALL 8E4RN4 STILL HOLLER.:_ �BEIIIdlgg rroducts Company rr 'H ONICHTAL .)MI6 - ..-- -- - -.. (410 LOAD FPOLI 000(4) -' f TYPE FASIDIEF1 M1F. No. 06' FASTENERS PER YERIIGLL AIYB 2o9 VERTICAL JAMB 411111!111 4110T/HCE 0E11(01 CENTER OF 03401400 MD EOM OF CONCRETE BLOOD 2', EJIC 10 STUCCO 111611(3 . • • FIRST (601TOLD ARCHON STORMS AT 1f0 MORE 111161) HUf OF 51W NAN11UV 011- CENTER RLSTAXC£ moms ANCHOR /4506110 AT LEAST AB 1111,01 1HE ODOR OP000. 4349PAY DEES NOT SUPPLY JAW ATTACHMENT FASTENERS. £NOTE' R 330. INCREASE N ALLOWAOLE MOO HAS 8071 USISI BI 718 MUSH OF CONCRETE ANCHORS 8 114100 FASTENER!. TOLERANCES WS. 8u1.1 OB.r.. MITER. STILE OUISELE HANDLE 301 3000 Pp.* CLOPAY LIMITING 1I100104111, 8509 MEL LEW. 130.5014. 0+110 45040 - -- (515) 710 -4000 1.11S 1.010 1.021 -I/O 101E 04t12P 1D FIE © MULL] 'Mv. TT l■ /, r1 4 I D FI 1I Ui]4 M .FW o /MAZE 94; DDS G -40 WAS DQSK ADM MA DWG d1 CHART TO PAGE 4 REFIT DWG TO 2 PAGES ADDED EXTENDED HEIGHT MODELS G- 6 1 6 D4 J,OMO ATTACHMENT & VENT NOTES MODIFIED 60 RN. 6 ENO / STILE LOCK BAR • GUIDE LOCH asa .' ETW*DES 414 OL1190 L OCI ( EA SI HOU G( OF ODOR. 2/05/95 SWAM In MARY/ SLIDE 80LT Loa ENGAGES INTO VERTICAL TRACT(. ONE .• IDOL ON EACH SIDE OF 9008. 1 LHSIDF SANE ani FED SOLE • • SNAP LATCH &001.033 0(410 VERICAL TRAON. ONE SUMP LATCH ON EACH SIDE 01.0008: IL4EE0. 5111E / , OUTSIDER LE it BR INSIDE HANDLE OUTSIDE N 100,4 ... SNAP 1A1C .... DR OPTION .. - FF.C�7 C0NI1NUOTFS IWGLE DUCK 004 BE FASTENED 10 PRESSURE TREATED 210 YELLOW P11E 10000 JAN86 WITH 5/16'41-5/117 TAO SCREWS f12) W2 SCREWS PER SEE UP TO ' 7'41' HIGH AND r (t3) LAG SCREWS PER SIDE UP TO 80 HIGH 14) SCREWS LAD SEWS PER SIDE UP TO WO" HNDF, 1 15) LAD SCREWS PER SIDE UP TD 1016' INCH, (16j LAO SCREWS FEEL 9041 LIP TO 11'0" HIGH, (17) LEG SCRE7F5 PER SIDE UP TO 12'0 HIGH. THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF TIE PRESSURE 11EATE0 215 11000 JAMBS EMAIL 6E APPROVED BY 1100 PROFESSIONAL. OF RECORD FOR THE STRUCTURE AND IN ACOSIED WCE 111114 CURRENT BUILDING OWES F01 THE LOADS LISTED 0H 1105 DRLW000- POEPARK110N OF JABS Bt' OTHERS. . ALL NOLLN140 OF TRACK, ANKLES. HORIt014IAL TRACK SUPPORTS• ARID AIL OTHER • D0011 NR00ARE TO 8E ossrauto PER CLOPAY WSTALLAIION 1157RUCTICIIS SUPPLIED WITH DOOR SY5TEN UNLESS EITHER 6041 HOTEO. i 2092 k7l��l IN 160 W. m_FSI Fl ELO. P.E. now. REGISTRATION N0. 48495 DESIGN LOADS: 448.9 PS.F. 41 - 52.0 P.S.E. 1400015 83 040. 93. 94) DESIGN LOADS: +4616 PS.F. 1 -SI.7 P.SF. NOOEI. H03, 1104) SCALD Homo HAD 014)Eir1Y E•T: V I5LN: OS •g. 1,VL 54!E 16 E 12'0'11 11SCR1PTDI ' IXYJBLE CAR HUAI(IGHE PAN 000(4 �T 4 1* 5 4AFIia - -- 101300 Issue Date: 12/6/2005 Owner's Name: ROBERT BOURNE Permit Type: Residential Construction Work Classification: Garage Door Job Address: 285 100 Street NE Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/02/2006 Contractor(s) HOME OWNER Phone Primary Contractor Yes Type of Construction: GARAGE DOOR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: 12/2/2005 Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $5.00 $100.00 $3.00 $2.50 $112.10 Building Department File Copy Applicant - ignature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RC -12 -05 -1074 Phone: Total Square Feet: Total Valuation: Required Inspections 1132060134700 Lot: PB: 0 $ 1,500.00 Final Invoice Number RC - 12 - 05 - 22910 Total: DEC 14 PAID L IL d� 12 Amt Due $112.10 Amt Paid 4112. 10 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. MIAMI SHORES VILLAGE BUILDING DEPARTMENT / 305- 795 -2204 Buil• ng Inspection Request Date' O Type Insp'n 4 �.� / B P Permit No. be 04- 1 ( ate Name " c Address S /v I j OO 51— Company OC` `L Inspection Date Approved Correction Re- Insp'n Fee 1/ Phone # 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12/10/2004 Applicant: BOB Owner: BOURNE JOB ADDRESS: 285 Contractor Local Phone: Parcel # 1132060134700 Signed: NE 100 Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -1251 BOURNE BOB ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 E1/2 OF LOT 21 & LOTS 22 & 23 BLK 34 LOT Fees: FEE2004 -9937 FEE2004 -12385 FEE2004 -12386 FEE2004 -12387 FEE2004 -12388 FEE2004 -12389 FEE2004 -12390 FEE2004 -12391 Description Structural Fee Building Fee Building Fee Notary Fee Training and Education Fee Technology Fee Scanning Fee Builders Bond Total Fees: Amount $50.00 $354.00 $12.00 $5.00 $2.40 $8.85 $60.00 $300.00 $792.25 Total Fees: $792.25 Total Receipts: $50.00 Dea 6p Permit Status: APPLIED Permit Expiration: 3/14/2005 Construction Value: $11,800.00 Work: GARAGE ENCLOSURE (INSPECTOR) i0 oie In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BY: FBC 2001 Tenant/Lessee Name Type of Work: Describe Work: 3 Submittal Fee $ Notary $ Total Fee Now Due $ Miami Shores Village Building Department BUILDING - PERMIT APPLICATION Permit Type (circle): (Building J Electrical Owner's Name (Fee Simple Titleholder) E( j Owner's Address 0.%'S (V (CD City N.k(Vr -wt. State - 71__ Is Building Historically Designated YES $ Value of Work For this Permit (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 03P 09 i Master Permit No. Ios2 Job Address (where the work is being done) ass )QE- lie S4- City Miami Shores Village County Miami NO X Contractor's Company Name \2C) 1 Q.aW J' &. ° Phone # Contractor's Address City Qualifier State State Certificate or Registration No. �Ceertificate of Competency No. Architect/Engineer's Name (if applicable) ` <'�� C9c}-ck Phone # ['Addition Alteration C0-Pece u. rZs Training/Education Fee $ Scanning $ /7CJ Radon $ Code Enforcement $ ex Q__N e Phone # g3 Structural Plan Review. $ ' Plumbing Mechanical Roofing Zip 132, Phone # cimQ Square Footage Of Work: Zoning Zip - 3 3( New ❑ Repair/Replace ,?(95 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * *,* Permit Fee $ 359 ` CCF $ ' CO /CC Technology Fee $ El Demolition .9 5 Bond $ 30© 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 pennit 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 w 1 ne ( be approved and a reinspection fee will be charged. Signatur Owner or Agent �' Contractor f The fo - e sing instrumen a a. o fore` »e this / - The foregoing instrument was acknowledged before me this day of I : , 20 ! - ./A-i day of , 20 _ , by who is personal own to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY Sign: Print: ires: * * * * * * * * * ** Expires: Jul 1:3,2007 • O* My Commission Ex * * * * * * * * * * * * * * ** *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: r Wv .. 2004 Plans Examiner Chc 05!13!03 Atoll BondingLu Ins OF Signature NOTARY PUBLIC: Mabel Vargas Sign: Print: My Commission Expires: ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. (1) *-1.2 1 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Honda Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: .2 155 J I (fl 5 / ( ( 4_0(2_6c 2. Description of improvement: ( t• C� f L J 2 3. Owner(s) name and address R- �` �'. r "- 2_< Interest in property: Name and address: Name and address of fee simple titleholder: 4. Contractor's name and address: l eve £ — )�F X NO 4 � Si- AA 6 - 33( 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 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 may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Expiration date of this Notice of Commencement: (ttteralptn s specified) Er Print • . - • Name t J 40 . i . ed bet: ; me this j Sworn to and sub Notary Publi Print Notary's Na My commission expires: 123.01 -52 PAGE 4 8102 STATE OF FLORIDA, COUNTY OF DADE 2O abet varg Commission 'DD2 Ex i ires: Jul 13, 2007 Via onded Thru • 4• ; , 'rtic Bonding Co iln. Plres: J 13 ` ' , 4 flowed Thy' 200'7 Aria t ic Bonding Co., Inc f :FN 201048 1 1 104764 DR Bk 22897 Ps 2258; (ips) RECORDED 12/10/2004 15=01:40 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COMM FL.ORIDA !.AST PAGE COL, p Prepared by 15 /SAL a"It 'FL 35oe BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building A Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) '1O'"1 16 uT Phone # Owner's Address ao5 'J. City tAWMA SI'D ti State ?LA • Zip 3315E Tenant/Lessee Name 0 1A Phone # NIA Job Address (where the work is being done) 265 IJE 1701blu ,''`J`'r City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO X Contractor's Company Name'" 01214P- ke�y�'v` 1 i '' Phone # Contractoet ( 0 .1 %, !I» Address `°� JN ,, ,. City MU( 5t.kt Vim► State 1 - 4 - Qual L S. TA fuRGI A State Certificate or Registration No. C GL o1 bbl Certificate of Competency No. Architect/Engineer's Name (if applicable WILLIAM L. e.A E 1 $ Value of Work For this Permit 19)100— Square Footage Of Work: b60k-' Type of Work: ❑Addition Describe Work: Submittal Fee $ Scanning $ Miami Shores Village Notary $ Training/Education Fee $ Radon $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Alteration New ❑ Repair/Replace ❑ Demolition AMU- t;r r c t�, iNl }h DQm- -Ho n * ** * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ CCF $ CO /CC Zoning Structural Plan Review. $ Zip 33 \38 Phone # Permit No. 6 -1 1 Master Permit No. 5 11 (715 inliw491xll W11iwi 1 1 5 2004 1 Technology Fee $ Bond $ 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. 1 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. 1 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 per mit 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 issue. In.the absence of such posted notice, the inspection will np be approved and a reinspection fee will be charged. I y 01 GpAsi 1 I * Signature - N. Signature kitt /Owner or Agent ontractor The foregoing instrument was acknowledged before me this 1 The foregoing instrument was acknowledged before me this / Y' day of L . ( , 20 0 ' by , day of _ J ,20 who is personally knowrrtcrine ar-Avho has produced who is personally known to me who has produced As identification and who did take an oath. My Conirhission Expires: * * * * * ** Chc 05 /13/03 NOTARY PUBLIC: Sig n: \ l� Print: QL }—� ( c,K L; 1 �� * wollmullxill ollcrd AWN mil Moog LOOT `l iege1o0 :S3lik1X3 85092 QO t N06SI01100 AY4 1 ai * * * * **.0)WCNO114 11 * * * ** APPLICATION APPROVED BY: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** as uden Ufieation and who did take an oath. NOTARY PUBLIC: Sign: C - Print: E �- �'�a;� t My Commission Expires: 'ry NE G. U MF C:iMi # EXPIR'LS: * dmt. Plans Examiner Engineer Zoning iarni Sliore� 7}d!cte 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 DEVELOPMENT ORDER CASE # PZ04- 0826 -05 APPLICANT: Robert Bourne SITE ADDRESS: 285 N.E. 100 Street Passed and adopted this 26 day of August, 2004 by the Planning and Zoning Board as follows: Member Crutchfield Yes Chairman Fernandez Yes Member Sastre Absent Member Shockey Yes Me. b-r Abramitis Yes airman, Plan Ing and Zonin Whereas, the applicant has filed an application for site plan approval before the Planning and Zoning Board on the above described property. The applicant sought approval for a garage enclosure. Whereas, a public hearing was held on August 26, 2006, and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, the drawings, and conditions agreed upon at the hearing. The applicant must satisfy all applicable Miami Shores Village codes, Miami -Dade County Codes, and the applicable building and life safety codes required for development. Action taken today does not constitute a final development order and one or more concurrency determinations will subsequently be required. Produced VILLAGE OF MIAMI SHORES i9-5 BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT being the legal property owner, for the property �� N` I P -m∎ S= am tV( Located at: Urn, Nom. (C) Legally described as 9a�, "V")-1C) 2.l01. al 1c c 7742;3 1 Do hereby petition the Village of Mianu Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit wider an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. 1 You may also build or improve a commercial building at a cost of $25,000.00 or Less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this \ / day of �, 20 6 By C who is personally known tom or who has • as identification and who did take an oath. � 7 IRENE G. DAKOTA kc MY C 4 f![) 255058 October 1, 2W7 Thro Notary B Not \,C 4/\-z-_ os) / ' I • • Miami Shores Village Building Department MECHANICAL CRITIQUE SHEET 1 vi fie 3 C74, p , ?/T I 1 2- f , i t r� Permit No. Job Name Date 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 4 I20 �Csv /2 — 9.Z 2 -- -- fe(1- A-4 // -rfrli SG ' �4 /-e r / 4/ 6.7 r e o-e 744 '' .4brex r 2 Miami Shores Village • Building Department ELECTRICAL CRITIQUE SHEET W p1r �/>e,��'�� ,dye- S"� e - IRc w,,z 5' e7/ .5' ijdd 'N W o « -�7t s 7 e /%sY , 5 ' 7 vr r� G� l �1 eiy , S Aow 71 ■) P}, )1A J , e- o t, f r ' 2a' c,62 �sr - 1 e'.tJ . `PGjl2ire- � , � � A -e71.- oi,(�i'jZ,6 f2 'S t't . L d e f t A t o e , d 5'-PA- P 9 —/ .9 &e,--5 R /sin- p O4/ $ Ord ','t- / t' Q 5, S- 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ,-O "/- /2.5-7 Job Name WAG/ /z/, PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT SECTION BY : DATE ZONING • ELECTRICAL MECHANICAL PLUMBING FIRE " PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with aft Federal, Sta Coc aty. Wlage rules and regulations. Vglage tSSUSr no responsibility for accuracy oflor results In these piens, 2. This copy of plans must be available building site or no Inspection will be conduct JOB ADDRESS APPLICANT CRITIQUE SHEET /(/•( - /00 S 60 PHONE It APPLICATION SHEET OF MISCELLANEOUS DATE ZONING y COMMENTS INITIALS PI 6u d e/ ec_ er� '�'a4 • 5hicil CdCcufa fed. Ai /PIA _ / br'e is ur-es on /l &W %i/vd deers (en , 'ld1, ele v4 /7 oe' Prod aA Aperavel5 J n dears .i tt1eha bah d is He 513e o/ #e n UvM daze re ki /v-z, gdrale door ? 1 s 171 be ral e d bvilh new L3- edroenn �f 1 ,� � J Si Orr- vedi be Ty x' ea, side of sit-t c, • a Ex/3A deer new den ic?, `--h 61411 /1 h a v,e be made /ied /r n, fJJel- /&veJ/ -- aiso held • Miami Shores Village Building Department S/epi d awkl / p ,' - G Li Aiia need J c,G '7 /4 rle� 5, �€. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 04 / Z Job Name iOU, A.56 235 NE 10a 51 Giarq, STRUCTURAL CRITIQUE SHEET 17/5, -2 1-0 4 eie /i / Garage A-7,2 Miami Shores Village Building Department Permit No. Page 1 of 2 9/28/04 BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1251 1. Address structural, electrical, mechanical and P &Z comments. 2. Submit electrical, mechanical, plumbing, and storm shutter permit applications. 3. Submit two sets of NOA's for all opening. FBC 1626.1 4. Provide design pressures on openings. FBC 2411.3.1.4 5. An opening from a parking garage directly into a room used for sleeping is not permitted. FBC 411.2.8 6. Follow the procedures for submission of corrected plans on the next page for your re- submittal. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 9/28/04 305 - 795 -2204 SUBJECT: PZ #04- 0826 -05 Robert Bourne William Cate, Agent 285 N.E. 100 Street MEMORANDUM DATE: August 19, 2004 TO: Planning and Zoning Board FROM: Al Berg, Planning and Zoning Director -At REQUEST The applicants have filed an application for garage enclosure. SITE ANALYSIS The property is located in a single family, residential area on the corner of N. E. 3 Avenue and N. E. 100 Street. The site is 127' wide and 115' deep. The applicant is requesting approval to enclose a garage at the rear of the property on the site for a den. The front elevation will not change and the rear part will remove the door and add a window. There is plenty of parking on site with the existing driveways and the remaining 2 car garage. STAFF RECOMMENDATION Staff recommends approval of the request. N ne AA ) Mailing Address -- Z-%■S 06 . City, Sta• e, Zip V Telephone t: 6 : (: 3 M AppOcant. a ent cart � n t ( with winces affidavit) C� l� • Mailing Address z .NIS to City, Si a e, Zip AL 115 _ Telephone - : (0 a 1 %37 07/06/2004 15:40 FAX 305 444 0164 Site plan Conditional or Special Use HINES PLANNING AND ZONING I3DARD APPLI :ATION This application, with all supplemental data and informa ion, must be completed in accordance with the specific instructions in this application. Applications and II supplemental it formation must be filed no later than 18: days prior to the regular meeting date of the Planning and Zonino Board. Applicants will be notified by mail of the date scheduled for Village Council r ::view when applii:abie. Please indicate which type of application you are submittii lg by checking ore category below: IMPORTANT: THE APPLICANT, OR REPRESENTAT E, MUST BE PRESENT AT THE HEARING TO PRESENT THE PROPOSAL A. LEGAL DESCRIPTION. (If subdivided — lot, bl :':k, complete name of subdivision, plat book and page numbers). If metes and bounds description - Complete description, including section, township and range). - 336a Folio Number II Address '2% N3: 100k SA" Lot(s) 2 0 Block 3 Li Subdivision rl del s 42523as S - C(' Oom M k s4Q S C -a em) 9_ • . . t_..o-k- s 22 t 2`3 'ILK y . l 0-1- sk-Le- 1,277 -8$0y t Ls C. ©C ZZBo'- 7 4E 4 / i Zoo 's 1 M4ay 2000 iecrrci J aore� U/Lcd.e 10055 N.E. SECOND AVE. MIAMI SHOT tES, FLORIDA 33'.38 -2382 Telephone: (305) 795 -2207 Fax (305) 756 -8972 X1 002 07/08/2004 15:40 FAX 305 444 0184 HINES ZONING APPLICATION . B. ADDRESS (If number has been assigned) 2- SS Ne k S U S 12 2 E C. SIZE OF PROPERTY I270gg0 ft. X M..5 ft. :_ i sq ft.; acre(s) g Width Depth D. Provide legal description or address of any property held by the owner which is contiguous to that which is the subject matter of this application. E. DATE SUBJECT PROPERTY WAS ACQUIRED I (� .1 (2 -163 APPLICANT'S PROPOSAL Specify in full the request. Use a separate sheet of paper If nece. sary. C c�•� \ Cdr q_(: )2-c C \op t[N)S ..0 I -ko . Q swo PIE Qtrivn lbw $ "o Os 0& Explain purpose of application, benefit (s) In the change and r E.asons why this application should be approved. Specify the exact nature of the use or operation .pplied for, together with any pertinent technical data, which will clarify the proposal. (Use a separate sheet of paper if necessary). eiA-c. ` X1.4 v C �� a C:� 49.A.cyiE CO) k CAcZ Ess j ■&L 01\OL,L ` - Q.vJ8 u1i�y t eA tr\ Qe c, cam'- QQ.csi.e .. i "b nv - � veR":0 Page 2 Is this application the result of a Notice of Violation or deviation fro n approved plan ❑ Yes Are there any existing structures on the property? [(Yes ❑ Is io If so, what type came, Frame-Stucco, Wood, Other) Any applications (except plat applications) which involve r ew building construction or exterior Improvements to an existing building must submit the plans with his application. Plans that are not filed with this application will not be considered by the Planning and Zoi lino Board. a 003 07/06/2004 15:41 FAX 305 444 0164 HINES • ZONING APPLICATION 1 Page 3 All data and exhibits submitted in connection with this appiicaticu i become a PEF:MANENT PART OF THE PUBLIC RECORDS OF THE VILLAGE : The following enclosures where applicable MUST BE ATTACHE to complete the application:: A. SURVEY OF PROPERTY: For vacant or improved prop arty. Must be no more than five years old and sealed by a registered land surveyor. The Buildir• g/Planning and Zoning Department may require a more recent survey if a site visit indicates iiy discrepancies. Survey must include, where applicable, lot .lines, all structures, walls, fences, landscaping, and all ,physical improvements. B. SITE DEVELOPMENT PLAN: Where applicable, plan s shall show to ration and elevations of existing and proposed buildings, proposed additions, ;al:erations and us.s of each; aII'dimensions of buildings and space between buildings; setbacks frog• property lines; proposed and existing off- street parking showing Tined spaces, driveways, handic ip spaces, compact spaces; a landscape plan that complies with Chapter 18A of the Miami -Dade County Coda of ordinances showing location of existing and proposed vegetation; landscapi° g (Le. trees and hedges), number, height and species type. The plan shall also show wall and feri::e height, locaticn and material. • C. ELEVATIONS: Building elevations are required for all four (4) elevations. New and existing conditions should be clearly shown and clot tded. Signs should be dimensioned • and located on the site plan. . D. OWNER'S AFFIDAVIT: Owner's affidavit allowing the filing of an application is required on all applications NOTE: SURVEYS, SITE DEVELOPMENT PLANS, LANDS6 PE PLANS. MU:3T BE SUBMITTED AT STANDARD PLAN SIZE. AN APPLICATION WILL NOT BE CONSIDERED* COMPLETE UNLESS 10 COPIES OF THE APPROPRIATE PLAN DRAWINGS ARE SUI3141ITTED WITH PROPERTY SURVEYS. In support of this request. I submit the following items, which an attached hereto and made a part of this • application 00 sets of each) : '� Plans (Standard Size) Letter of Intent Survey `Oj Owner's Affidavit INVe understand that additional public hearings may be requires and any interested person may discuss the application with Village staff to the same extent that the eppiicant is entitled to. The application may change during the hearing process and additional public notices may affect.the schedule of the hearings. If my /our appeal is denied, I/we m t file an appeal to the Village Council within 10 days of the meeting. 1 a(-1 .#.+• Date er ': lure Print Name Date • 35 dM Photo(s) (Mounted 8 Y2 x 11) O 0 O :her ■ Applicant's Signature (If more than one) Print Name l) 004 07/08/2004 15:41 FAX 305 444 0164 located at - Z c tS.S W \ 0 n -sr\- desire to file ;an applicalion for a public hearing before the Planning and Zoning Board and Ave understand and agree with the following: 1. The application for a variance will not be heard unless the applicant Is p -went at the hearing. 2. Requirements of the zoning code, Miami -Dade County. the South Florid Building Code, and c her government agendas may affect the scheduling and ability to obtain/issue a permit for the prop :saL 3. The only exceptions to the zoning code are those that h been spectf ed in the written appti+ =lion, and any other code or plan issues will be corrected. by modifying the plans to comply with th.: respective codes an i ordinances of the.Vi2age. • • 4. The applicant wit be responsible for oorrrPIying wiTh all of the mndttica t and restrIcdons imposed b the P ZZ in connection with the request and win talcs the necessary steps to make the�request efeceve� the 5 . That it is the respectability of the applicant to submit a complete applica ion with al of the documents necessary for the Planning and Zoning Board to hear the applicant's request 6. The applicant is responsible for the timely submission and accuracy of :Si items requested on the application. • NOTE: SURVEYS, SiTE DEVELOPMENT PLANS, LANDSCAF PLANS MUST BE SUBMITTED AT STANDARD PLAN SiZE. AN APPLICATION WILL NOT BE CCNSIDERED'COMIPLETE UNLESS 10 COPIES OF THE APPROPRIATE PLAN DRAWINGS ARE SUBMr TED MTH PROPERTY SURVEYS. I/ We as the owners of the subject property:'•(Pleease check one) 07-Do hereby authorize 1/%i ft - CPrI to act on my/oar behalf as the applicant. 0 Will on my /our own behalf act as applicant(s). and make application in canner lion with this request for a public hearing before the Planning and Zoning Board. I/ We understand that if my /our appeal is denied. Ave may appeal the decision o the Planning and Zcning Board within (10) days to the Village Council. A ^ ORIDA, COUNTY OF DADE W alt 0 Of as Owner(s) of Lo t(s) t 1 2 Q•1 -1O %Z( 1-S Section Plat Book S Page k; \ I D = J Subject Property) ZZ � Print ame(s) Sworn to d subscribed before me this day of SEAL: Personally known OR, Produced (dentificadon Type of Identification Produced: HINES STATE OF F : Sworn to and ri a co PLANNING AND ZONING BOARD OWNER AFFIDAVIT ADE o i: t (if different frrmOwner) 14A4 i*, L . c./4-72 Priru•Name -Sate of Morita SE 1L• fore nee this day of l7:1- 1 Personalty kac cam OR. Produced Identification Type of Weld 'cation P:dr:uocd: 005 • r ••••■••1. --rb -rcrrpt- $1. 1 .0 Fog iIv ir..6piw-1 / No • lot 1 NO l t7. 0 4.0 . • 0 , 1 Z k y 115.00 - i . • ._... 7 . i e .. ______ I I--- - sekt 1 2ic.01,,... ■Al &L. ii-. ,r1=7■. :::' j( Z........ • •I • 4-1 .S sTE.P 110 , N1 115.00 I S' py I AsPfi AL lfi 25.4 0 - sT0 '5.65 kp 0 Po . . 41- 30 NE.. Ad L) S.' 0 0 Poot, 1- 5 0 • C.,o c12. c•7 14 Not.P Ft4 1.R* tfloe c ! .. .10 FAN. .• S PROPERTY OF: ROT WE UNCUT THE SIGNATURE AND THE CRICINAL. RNSED SEN. OF FLORIDA L1DENSED SURVEYOR AND YAPPER This property described as: The East .1/2 of Lot 21 and all of Lots 22 and 23, Block 34. AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Miami-Dade County, Florida. Bourne, Robert J., 28 A BOUNDARY SURVEY I HEREIN CERTIFY THAT THE SURVEY REPRE— SENTED HERECN kEETS THE WINNUld TECHNICAL srAmmas sEr FORTH BY THE BOARD OF LAND SURVEYORS IN CHAPTER 131C17-11 FLORIDA ADINNETRATNE CODE PuRSUNT =mom An= FLA. STATU— TES. THERE ARE NO ENCROACI•wENTS. OYERLAFS. EASEMENTS APPEARING ON DE PUT MIDI THAN AS SNOWN HERETO. 9/29/ or,p) o ,i4/57t/ FLORIDA PROF. SUMO= ANO WPM • ma. 5 - . 20 1(9' 5 4 2 1 1. v4.? FIELD DATE .61 -23 v- 0 0 ul SCALE DRAWN BY Page 1 of 2 5 N.E. 100th Street, Miami Shores. LANNES AND GARCIA, INC Florida LB #2098 SURVEYORS—MAPPERS—LAND PLANNERS OFFICE =REIM 350 ALCAZAFI AVENLI. CCRAL GABLES. FLORIDA 33134 (305) 6611-79011 (954) S23-11663 ORM No. 152515 1 'Y:m•••■i - 75 Tar 91.E t !. N 31.5 co VI • 5 � gas l.7or l etml O • 14 • ? L7T .7-70 a r h 7y � 1 15. o o l 0 - N bk / , „, � b o r .�G•L• F. r 4-1' S c ottc• 9^E? 115. QO '.• • 17.2�ir °° 21.1 f 1 s' PP. rzk --. ,0 21.15' 25.40 24 47.30 2a AsPf a L - T" eo41> 3 aV.1i L) 1; spko t ,.)>* - / j 10.2 •0 t 5 0 �i ti FN • po 1.17 • c in NOT VPUIS WHOM THE SIGNATURE MID THE ORHCNAL. 11ABED SEAL OF FIO N A LJ SED SURVEYOR MID YAPPER CJ LL/ u _ /1 This property described as: The East-1/2 of Lot 21 and all of Lots 22 and 23, Block 34• AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Miami -Dade County, Florida. PROPERTY OF: Bourne, Robert J., A BOUNDARY svRVEH 1 HEREBY CERTIFY THAT THE SURVEY REPRE- 9DOET HEREON MEETS THE IIIMUY Tt04,sCAL STMNDARDS SET FORTH HY THE EIOARO or LAND SURVERIRS P CHAPTER 61017 -e FLORIDA IA1m4ISTRATTVE CODE RIRSUNT 'O SECnON 472.OZ7. FLA. STATu- rES. THERE MtE NO EscRGCNHEMS. OVERLAPS. EASEVENTS APP'EIRING ON THE PLAT OTHER 111401 AS 9,OMN HERETO. 9/29/03 77 o r / O 7 / /$75 FLORIDA P11gF. SURVEYOR APO nwPtlt Iq 20 • 1i 5 4 2 11 J • ICE. 3RD p.,/ !✓1� U r✓ Loci1oN vALtF 14.--r, 5 , Miami Shores LANNES AND GARCIA, INC Florida 285 N.E. 100th Street LB #2098 SURVEYORS— MAPPERS —LAND PLANNERS OFFICE ADDRESS 359 M..17AR AVENUE. CORAL GABLES. FLORIDA 33134 (30S) eee -7909 01154) 513 -4e63 FIELD DATE Page 1 of 2 SCM.E / T DRAWN BY DWG. No. 152515 1 Legend oLSuntey_Abbr_vlalions ct as • tic Inc.S.thment rr round tan riot COI (Mohan, re ' PIN •.oh en emeeit w Hahn A (Cr At Dlel•nco C.Icul lid. Wally robs WM Watt Melee • IMnsonl lMI t•to M.dnt ltt.nenl e) All Clearances and /or encroachments shown hereon aro of apparent nature. Fence ownership by visual means. legal'ownership of fences not determined. b�) Tho Issue of Ihis survey Is only for the exclusive and specific use of those persons, parties or inslilutions shown In Iho certification. Any other Intended use will reclutro written approval from Iho cetlifying surveyor or firm. c ) Codo roslriclions and title search aro not reflected on Ihis survey. d) Underground utilities and encroa: hmenls, If any, not located. . e ) The Hood iniormall shown hereon does nol Imply That the referenced properly will or will nol be free from flooding or 'damage and does not creole liability on the part of the firm, any officer or employee Thereof, for any damage Itiat results from reliance on said inforrltalion. 1) The lands depicted hereon were ;;urvoyed per Iho legal dascl 1plion and no claims as lo ownership or matters of Iillo are made or implied. g) This survey Is not to be relied upon for consluiclton. FLOOD ZONE; . x ELOQ IIHECIRMAI1QN: Community Number: . Panel Nunlber/Mep 1: Suffix:. F.I.11.M. Index Dale: • Base Elevation: PROPERTY OF: Bourne, MI VALID 1011100/ tilt /qNA MAI A110 Ong 0I ONAI Dlnsto SIAl Or rl011111A I SN$Is t1AMvO11 ANO MAPPER A/C Ale Ca'ldlawnl r.J CO Welt n.uin C/t Ce nlu 1 h., LIP Item it/11$lnrmu rod rin round bon nod One OlrKla nom dt Ooo&t PC Point of Curvalut . rob row of ne /rnnhy 120652 12025C0093 J 7- •17 -95 Not Available Robert j., A_QOUNQA RY. SURVEY 1 WWI tullly Ilul Ik. .unny tort, sided !mood moils Mg mldnuuil Imchntul ,l.nd.vde •el tooth by 11.. bond of l.ond Surveyou In clieply I1n17.1 Models AdintideI,elly. Cods pursuant to Section 11211':1 ►b. Stalin.,. Mon n• no •ncin•c! monl., Oyulapt, Ho *moult oppur On I!• 11.1, other 11 1 ilnwn h.i.lu ncn ,Cns cow f li (M) OIIL rc.0 cm; A AC OAA I" minor. Sllnvt van Ann IIM'rrn 1' �1 3 Mower J Couply iteco, de CaK1t1t BIrv.11 Slnrctu,e Coot, II. roma 11uvu.d Ovaleal Illilily l lint Point of Compound Clllvt Point pl tonuuen( tmel l Centr a Angle ArKIMr l •t n ant Bearings, If any shown based on roforonco)• I'11C 1.1 0/S 011iel CERTIGED TO: • Rapid Title Services Company; Commonwealth Land. Title Insurance Company; Bourne, Robert j., .and Homebanc Mortgage Corporation, its successors and /or . assigns. 285 N.L. 100th Street, Miami Shores, Florida FILU) DAZE 1 Clwyd Mel /nit 11r mime' I n,eurnnl 1...1 link Ilelmntl Cendelic • Vet !c ool D.I. ring Ogg Pohl nil Dever CMVMu,. Point rJ 1 slip eeuy Page 2'.3r 2 111 LANNES AND GARCIA, INC. LB. i12090 Surveyors- Malipers•Land Planners SCALE // / OIIIIWII OY boll Mid. I 11 /W nol. n1 Wmr SCC St() wn Scn St,. nod SIP Stolen rep. SWIG We rani rm. , lot. nail Wa.•Mau I)I ALF SMITII 15230 OIIIco Address: 359 Alcat:ar Avo, Corn! Gables, rl.. 33134 (305) 666.7909 ' (954) 523.0663 I nnnwIM Ito 152515 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 usher 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 mariner, 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact Y APPROVAL DOCUMENT: Drawing No. 7045-8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 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 revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 an document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. �d I 913V r �� e Wow vvvtnoM /P$0 (New It As•vyti o r w1J s ) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 373 -2901 FAX (305) 375-2908 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED o o a GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DARE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET4. E. F SHEET 4. F. FOR a z a "XOX" & "0" CONFIGURATIONS SEE SHEET5. G. FOR s -34 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLY % /S: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7' ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED _ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCCNS OR #14 SCREWS MAY EE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 4 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 ANC FTL -3729 Rend By DRe: Revatone: F.X. 3/17/03 A Rend By: F.K. Rend By Drone BY F.K. •- • � - f ■ • Date: 3/25/03 Dote: Dela: 12/17/02 Raub c B R.Vimr. C Chocked By REV /SE ANCHORAGE NOTE 4 ADD 13/16' I.G. S MDVE GLAZING DETAILS TO SHEET 2 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 4 x x 0 I d CONFIGURATIONS OPTIONS 3 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES P T Visibly Better NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENTWINDOW, IMPACT SuiraModeC CA See e: NTS Sees 1 d 12 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 O.eeev e. 7045 -8 PRODUCT REVISED to complying with the Florida Bolding Code Acceptance No E 'ration Date , / VL✓ e By / /I. , .. %l' - Miami I e Divisi 740 /6) Lumen A Tumor, P.F-. PE 959201 Mechanical .090 SOLUTIA OR DUPONT PVE INNER LAYER 118" ANNEALED GLASS I� 1/8" HEAT STRENGTHENED GLASS lol 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 00 �1 .65° NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 00 .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT F- STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 3/8" AIR SPACE 13/16" 86 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE PRODUCT REVISED as complying with the Florida Iluiding Code Acceptance No Expiration Dale 02 BY / / otr i Mom n- deProdaet D Rend By F.K. NriedSy F.K Roved By D wn By: F.K. Mrs. 3/25/03 Clue. 7/10/03 Doti.' Deb: 03/25/03 Re Memm: B Reese' C Checke:8y REDRAW GLAZING DETAILS & ADD 13/16 I.G. NO CHANGE THIS SHEET era: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST Visibly 8errer GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT se.e.+tmc CA -745 s —. NTS sr".c 2 a 12 Draee" b. 7045 -8 Rer C Lucas &Turner, P.E. PE 358201 Ma 12nical 7/((7%'3 1 1/2" CENTERLINE 111 1 1/2" � �\ 1 ANCHOR LOCATIONS _ (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) 4" MAX. f 4" MAX. 37" MAX. 7' \ 4" MAX.- ■ 13" MAX. O.C. ANCHOR LOCATION TYP. - 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NO - E 4) SEE MID -SPAN ANCHOR DETAIL - N TYP. (2) 134" MAX. WIDTH 30" MAX. 53" MAX. -DAYLIGHT -- DAYLIGHT OPENING OPENING O VENT TYP. 60" MAX. FIXED ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ' ANCHOR DETAIL / TYP. (2) / 7' 30" MAX. - DAYLIGHT - OPENING 1 13" MAX. O.C. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6 -8 FOR PRESSURES) 4" MAX. I 4" MAX. 1- X 56" MAX. DAYLIGHT OPENING 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING t 1 X SEE METING RAIL- DETAIL TYP. (2) 14 1/2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 63" MAX HEIGHT 1 \ / L 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT OPENING PRODUCT REVISED as complyiugwith the Florida Guiding Cede Acceptance Na I -0 .11. t E Ron Date .; 63" MAX. HEIGHT 7/0 %2 Rend By F.K. Read By F.K. Rand F.K. Ora,, By. F.K. Ow: 3/17 /03 7/10/03 Dew 12/17/02 Re.akaa A Revisions, B oar 325/03 C Chock od By REVSE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P AGT_ Visibly Better Baavoeea: "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Set ..Abdd CA -740 s— . NTS sn..c 3 " 12 7045 -8 Lucas A Tumor. P.E. PE #58201 Mechanical E MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. - O.C. 4" MAX. 14 1/2" - 4 "MAX. I MAX.O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPROX. 13" FLUSH AGAINST JAM, MAX. TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 32" MAX. WIDTH 25" MAX. DAYLIGHT OPE ING 65" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) ■ DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 72" MAX. HEIGHT 1 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 4" 14 1/2" MAX. O.C. VENT 4" MAX L HEAD & SILL ONLY 37" MAX. VENT MAX. UA� - 37" MAX. WIDTH 60" MAX. WIDTH J 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING - ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT OPENING DAYLIGHT -- OPENING \I t / 56" MAX. DAYLIGHT OPENING 14 1/2" MAX. 0.C. 60" MAX. FIXED 63" MAX. HEIGHT . . 1 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 56" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX L ELEVATION "E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) 13" MAX. O.C. 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED as complying with the Florida Raiding Code Acc 1,tancc No 0 E iratiun Date By Mizeti Dirlsi I .4 !1V ; , l de Product Control" •7/110 /C 3 Reny] By F.K. Rend By: F.K. Restl By: F.K. Dma" ay, F.K. Dab: 3/17/)3 Den: 3/25/03 DBEs: 7/10/03 Dab: 12/17/02 Rwl uE": A R""en"e: 0 RovIvo y: C fJ"ebd By. F.K. REVSEANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL 8 HINGE LOCATION NOTES Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ,T_ Visibly Better Dwptuti "X" "0', "XO" & "OX" ELEVATIONS rw ALUMINUM CASEMENT WINDOW, IMPACT sew nneet CA -740 s y.: Shoot NTS 4 m 12 O.'a.y.a Em 7045 -8 Lucas A. Tumor, P.E. PE 758201 Mochasical t 1 li \;N.X1 / E MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. - O.C. 4" MAX. 14 1/2" - 4 "MAX. I MAX.O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPROX. 13" FLUSH AGAINST JAM, MAX. TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 32" MAX. WIDTH 25" MAX. DAYLIGHT OPE ING 65" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) ■ DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 72" MAX. HEIGHT 1 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 4" 14 1/2" MAX. O.C. VENT 4" MAX L HEAD & SILL ONLY 37" MAX. VENT MAX. UA� - 37" MAX. WIDTH 60" MAX. WIDTH J 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING - ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT OPENING DAYLIGHT -- OPENING \I t / 56" MAX. DAYLIGHT OPENING 14 1/2" MAX. 0.C. 60" MAX. FIXED 63" MAX. HEIGHT . . 1 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 56" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX L ELEVATION "E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) 13" MAX. O.C. 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED as complying with the Florida Raiding Code Acc 1,tancc No 0 E iratiun Date By Mizeti Dirlsi I .4 !1V ; , l de Product Control" •7/110 /C 3 Reny] By F.K. Rend By: F.K. Restl By: F.K. Dma" ay, F.K. Dab: 3/17/)3 Den: 3/25/03 DBEs: 7/10/03 Dab: 12/17/02 Rwl uE": A R""en"e: 0 RovIvo y: C fJ"ebd By. F.K. REVSEANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL 8 HINGE LOCATION NOTES Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ,T_ Visibly Better Dwptuti "X" "0', "XO" & "OX" ELEVATIONS rw ALUMINUM CASEMENT WINDOW, IMPACT sew nneet CA -740 s y.: Shoot NTS 4 m 12 O.'a.y.a Em 7045 -8 Lucas A. Tumor, P.E. PE 758201 Mochasical COMPARATIVE ANALYSIS TABLE 1 (BASED ON 1/4" TAPCONS OR #14 SCREWS) " WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5i16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) HEIGHT A B,E A B,E A B,E A B,E A B,E A B,E A B,E A B,E 26.000 NEG - 90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 - 75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7C.0 7C.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG - 90.0 -90.0 -90.0 -90.0 - 90.0 -90.0 -90.0 -90.0 - 90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 NEG - 90.0 -90.0 -90.0 -90.0 -90.0 - 90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 43.000 NEG -90.0 -90.0 - 90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 - 90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 48.000 NEG -90.0 -90.0 -90.0 -90.0 -83.6 -90.0 70.0 -68.4 70.01 -90.0 70.01 -75.0 70.0 -61.8 70.0 -90.0 65.51 -57.5 60.41 -54.3 70.01 -75.0 59.01 -52.8 70.01 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 56.2 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 50.625 NEG -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75,0 - 49.9 - 75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 54.000 NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 57.000 NEG -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 60.000 NEG -90.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 FOS 70.0 70.0 70.0 70.0 69.9 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63.000 NEG -90.0 -90.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 - 42.4 -75.0 -39.7 -75.0 - 38.6 - 75.0 POS 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 66.000 NEG -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 POS 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 69.000 NEG -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 POS 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 72.000 NEG -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 POS 70.0 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH - 90.0170.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) O GLAZING OPTION: A 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT "xx" WIDTH 37.000 43.000 48.000 53.125 57.000 60.000 64.000 68.000 72.000 74.000 A A A A A A A A A A 26.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43.000 NEG -75.0 -75.0 - 75.0 -75.0 -75.0 -75.0 -71.1 - 65.5 -60.4 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 48.000 NEG -75.0 POS 70.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 50.625 NEG - 75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 54.000 NEG -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 57.000 NEG -75.0 -75.0 - 75.0 -72.1 -63.0 -58.5 -53.8 -48.6 - 44.8 -43.5 TEST REPORTS: FTL-3582 POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 60.000 NEG -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 41.1 63.000 NEG -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 TABLE 4. BASED ON 1/4" TAPCONS OR #14 SCREWS "XX" WINDOWS TEST REPORTS: FTL-3582, FTL 3729 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.01 70.0 TABLE 5.(BASED ON 1/4" TAPCCNS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL-3580 ALL "XX" SIZES UP TO 74.00Cr WIDE x 63.000" HIGH 1-90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED as complying with the Florida Raiding COdt /acceptance No 1 z 164 3 Rowel Br F.K. Reload By: F.K. Rend Br F.K. Dram ar F.K. paw 3/17/03 tutor 7/10/03 Mow 12/17/02 A Fievaionr Chitkad REVISE TABLES 1 AND 3, GL4SS TYPE A NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 Better PRESSURES- X & XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Seale NTS Desoing No. 7045-8 Roc PE S58201 MothaniLse COMPARATIVE ANALYSIS TABLE 6. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1,'2 -1 /4 XOX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS; B. 5/16" LAMI (?1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) I FTL -3582 E. 13/16" LAMI (1/8 "HS.3 /8" SPACE5/16" LAMI -W/ 1/8 "HS,.090 1 /8 "HS) FTL -3729 HEIGI -1' "0" "XOX" WIDTH WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 72.000 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 117.000 120.000 A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C 26.000 NEG -75.0 - 75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 - 75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 - 90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 56.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 36.000 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 - 90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 - 51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 38.375 NEG -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -62.1 - 75.0 -90.0 -58.4 -75.0 -90.0 -54.5 -75.D -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 - 75.0 -90.0 - 43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 62:1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43.000 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 - -75.0 -84.3 - -75.0 - 81.8 - -75.0 -79.4 - 43.5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0 48.000 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 -40.4 -75.0 -67.3 POS 54.3 528 49.8 70.0 7Q0 70.0 51.4 70.0 70.0 70.0 70.0 46.1 70.0 70.0 45.3 70.0 70.0 43.9 70 0 70 0 42 5 70 0 41 3 70 0 69 0 40 4 70 0 67.3 50.625 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.6 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 - 43.4 -75.0 -42.2 -75.0 - 68.4 -41.2 -75.0 -66.7 -40.2 -75.0 -64.9 - 39.2 -75.0 -63.3 POS 51.1 70.0 70.0 49.9 70.0 70.0 46.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 66.7 40.2 70.0 39.2 70.0 54.000 NEG -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70.3 -42.2 -75.0 -66.5 -41.9 -75.0 -65.4 -40.8 -75.0 -63.6 -39.8 -75.0 -61.8 -38.7 -75.0 -60.4 -37.6 -75.0 -59.1 POS 47.9 70.0 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 42.2 70.0 66.5 41.9 70.0 65.4 40.8 70.0 63.6 39.8 70.0 61.8 38.7 70.0 60.4 37.6 70.0 59.1 57.000 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 - 75.0 -75.0 -76.9 - 42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -61.8 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -37.6 -75.0 -57.3 -36.7 -73.3 -55.9 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 46.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 37.6 70.0 36.7 70.0 55.9 60.000 NEG - 42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 - 36.1 -72.2 -54.5 -35.5 - 71.0 -53.0 POS 41.1 70.0 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 70.0 67.3 70.0 63.5 38.0 70.0 60.0 37.6 70 0 59 1 37 2 70 0 57 5 36 7 70 0 55 9 36.1 70.0 54.5 35.5 70.0 63.000 -39.7 -75.0 -38.6 -75.0 -90.0 -36.5 -75.0 -83.2 -41.9 -75.0 -75.6 -39.7 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -36.2 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 -67.4 -50.0 POS 39.7 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 67.4 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) TEST REPORT: FTL-3580 ALL "0' SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.00(r HIGH 1 4 1 2 4 0 NOTE: IF USING 3/16" TAPCONS OR 412 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED as complying with the Florida liration Date 17, „ By Mina, la. errod 749/a 3 Rena By: F.K. - Rawl By: F.K. Rend sy: F.K. Dram Sy: F.K. parr COW Dew 12/17/02 A Cher By: ADO GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOK2MIS. FL 34275 NOKOMIS, FL 34274 P _1 I I " Visibly Better DeatRom ALUMINUM CASEMENT WINDOVY, IMPACT SerissiniOnsi Sane NTS 6 12 I 7045-8 Lucas A. Turner, P.E. PE S58201 Mach sr.ind COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 36.300 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.3 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.3 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 _ 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1/8 "4S) E. 13/16" LAMI (1/8 "HS,318" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 114" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPDRT: FTL -3580 GLAZING OPTION: C. 7/1E" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -90.0 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 3 X 1 3 0 1 3 X X 0 0 X PRODUCT REVISED a: complying with the Florida 1/Biding Cade AM.eptnace no E duped Date By klixm Mt' de Product C `7//0703 Reran By: F.K. Rend By: F.K Dab: 3/17/03 0.t. 3/25/03 Rand 8y. F.K. Dr.,R, By F.K. Dab: 7/10/03 Dale: 12/17/02 Revisions A Revisions: 8 Revbime; C Owned By: REUSE TABLE 8, GLASS TYPEA ADO GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Dab: 1070 T DRIVE NOKOMIS, FL 34275 P. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS raw ALUMINUM CASEMENT WINDOW, IMPACT Sa,reswdar CA -740 NTS s- 7 a 12 7045-8 Luca; A. Turner, P.E. PE 658201 Mechanical COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 GLAZING OPTIONS: A. 516" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) C. 7/16' LAMI (3116 "A,.090,3 /16 "HS) I FTL -3582 E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) FTL -3729 F,EIGH "XOX" VENT FIXED WIDTH WIDTH WIDTH 69.264 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 19.125 24.000 26.500 30.000 32.000 33.687 34.000 34.791 35.896 36.000 37.000 31.014 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60.000 A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C 26.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 70.0 -90.0 70.0 -46.8 70.0 -75.0 70.0 -90.0 70.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 59.1 70.0 70.0 '60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38.375 NEG -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 43.000 NEG POS -75.0 70.0 -74.1 70.0 -90.0 70.0 -56.5 56.5 -75.0 70.0 -90.0 -62.1 -75.0 .90.0 -54.5 -75.0 - 90.0 -51.3 -75.0 - 90.0 -46.4 -75.0 - 65.8 -47.9 -75.0 -65.0 -46.7 - 75.0 -62.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 -77.1 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 , 47.9 70.0 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 48.000 NEG - 64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 - 44.3 -75.0 -73.1 -43.1 - 75.0 - 71.3 - 41.5 -75.0 -69.3 -41.4 -75.0 -69.1 -40.4 -75.0 -67.3 POS 64.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 447 70.0 70.0 443 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 67.3 50.625 NEG -60.6 -75.0 -90.0 - 47.5 -75.0 - 90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 - 69.4 -42.4 -75.0 -68.8 -41.6 -75.0 -67.3 - 40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 -75.0 - 63.3 POS 60.6 70.0 70.0 47.5 70.0 70.0 52.6 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 64.7 41.1 69.4 42.4 70.0 68.8 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 63.3 54.000 NEG -58.1 -75.0 -90.0 -44.1 -75.0 -90.0 - 49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -64.7 -41.1 -75.0 -64.1 -40.2 -75.0 -62.5 -38.9 -75.0 -60.6 - 38.8 -75.0 -37.7 -75.0 -59.1 POS 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 57.000 NEG -56.1 -75.0 -90.0 -41.6 -75.0 -90.0 - 46.2 -75.0 -81.9 -42.0 -75.0 -69.7 - 40.7 -75.0 -64.8 -39.5 -75.0 -61.0 - 39.3 - 75.0 - 60.5 - 38.7 -75.0 -59.2 -37.7 -75.0 -57.6 - 75.0 -57.4 -36.7 -73.3 - 55.9 POS 56.1 70.0 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.6 37.6 70.0 57.4 36.7 70.0 55.9 60.000 NEG -53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 -75.0 -77.2 -40.1 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 -74.9 -58.4 -37.3 -74.6 -57.9 -36.9 -73.7 -56.5 -36.2 -72.4 -54.7 -36.1 -72.3 -54.6 -35.5 -71.0 -53.0 POS 53.3 70.0 70.0 39.2 70.0 70.0 43.6 70.0 70.0 70.0 65.3 70.0 61.4 37.5 70.0 53.4 37.3 70.0 46.7 57.9 710 35.2 70.0 54.7 70.0 54.6 35.5 70.0 53.0 63.000 NEG -50.5 -75.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -68.6 -51.9 -34.3 -68.5 -51.7 -33.7 -67.4 -50.0 70.0 POS 50.5 70.0 70.0 36.9 70.0 70.0 41.1 70.0 38.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34 3 68.6 51.9 34.3 68.5 51.7 33.7 67.4 50.0 "XO" & 'OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or''OX" SIZES UP TO 97.000" WIDE x 63.000" HIGF WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH 70.0 N IF USING 3/16" TAPCONS OF #12 SCREWS DESIGN PRESSURE FOR "XO" OR "or AND °X0X" WINDOWS IS LIMITED TO 41.3 P.S.F. 0 UNEQUAL UTES UNEQUAL UTES UNEQUAL LITES PRODUCT REVISED as eemplying with Ilse Florae Buidir.g Cock Acuplawc No rErKtepar By R.W Br Rend By F.K. Revs.] sy F.K. Drawn Br F.K. 3/17/03 Deer 3/25/03 7/10/03 A Reamer Checked By REVISE TABLE 11, GLASS TYPES A & C ADD GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET Date 1070 TECHNOLOGY DRIVE N01.0MIS. FL 34275 PO. BOX 1529 NOKOMIS FL 34274 P, Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT NTS 8 12 Draped He 7045-8 Lucas A Turner, P.E. PE #58201 Mechanical MAX. HEIGHT (SEE SHTS. 3 & 4) Rend or Date F.K. 3/17/03 VERTICAL SECTION OPERABLE UNIT Den: 7/10/03 car: 12/17/02 Revision C Cn.aaa By Rayed 9y F.K. 325/93 Read Er F.K. Down By F.K. A NO CHG THIS SHEET Rerlslmi' B ADO 13/16' I.G. GLAZING BEAD ITEM SHOW TOP HINGE Dan: MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) L- M,AX. VENT DAYLIGHT O OPENING 0 (SEE SHT. 3) VERTICAL SECTION FIXED UNIT 1070 7E17HNOLOGY DRIVE NOIOMIS, FL 34275 P.D. BOX 1529 NOKJMIS. FL 34274 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 OGG HORIZONTAL SECTION - XOX c„T Visibly Berner MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. VENT f DAYLIGHT OPENING -- (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X SECTIONS s..ast,a.c CA -740 MAX. WIDTH (SEE 3) HORIZONTAL SECTION - XX ALUMINUM CASEMENT WINDOW, IMPACT Scar: NTS Shaw 9 a 12 u.w+y 167 REFERENCE "XO" &'XOX" FRAME ASSEMBLY DETAIL, SHEET 10 7045 -8 Rs REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED as complying with the Florida Duiding Cock Acceptance No Ex • 'ration Date G O� 74o /a 3 Lucas A Turner, P.E. PE 058201 Mechanical FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT NID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE R4IL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL ( 1 1 FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7002A .434" 7 - 2.854" .062" NOM. 1.159" — 2.139" -- O SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A L 2.784" 2.919" PRODUCT REVISED to complying with the Florida Buidiag Cud: AcrvI,taace No Ea iratioa Date By Mi Di. a . ; /2 _T4' -% ; 1.41 P .r Paod oa can Render F.K. Rend By F.K. R.r d By F.K. Dram Br F.K. Derv: 3/17/03 Date: 3125/0.3 Dare 7/10/03 Don:: 12/17/02 Raid ono A Roraima: B Rainbow C Checked Sr REVSED FRAME ASS'Y DETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET Dina 1070 TE:HNOLOGY DRIVE NOKOMI5, FL 34275 P.D. BOX 1529 NOK)MIS, FL 34274 c.:7 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS nm ALUMINUM CASEMENTW!NDOW, IMPACT Seem/Mode CA - 740 Scab NTS star. 10 a 12 Draeeu No. 7045 -8 1 C Lucas A. Turner. P.E. PE 158201 hiodrartiWI PARTS LIST ITEM l 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 .68 69 70 71 -72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 I224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 781 PQA 781 PQA 67017K 78X78PPSMS 7858ZA 71OxI2FP 6CP247 6163K 61635K 60976 781t12PSTWB 67004 7I2X I PPT 711573 7FLD}ID DESCRIPTION MAIN FRAME - HEAD, S1.I. & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 12 "X12 "X1!8" CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM &SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI-POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (F-H. & L.H.) 68 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. &R.H.) #8 X 5/8" FIT. PHI, SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" }TINGE (HEAVY DUTY) #10 X .500 PH. PHL. 5/16" LAMINATED (1/8A & 1 /8HS GLASS) .090 INNER LAYER. - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1 /8HS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /16FS & 3/I6HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASSY. TUBE #I2 X I" PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE ITEM 73 74 75 80 81 82 83 85 86 DWG# 7025 7016 7005A 1155 7010 7007 7047 PGT. 70834A 781 PQA 67407 13/16" DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS FIXED WINDOW FLAME - HEAD, SILL & JAMBS #8XI QUAD PNSMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" I.G.) I.G. GLASS (1/8 "HS,3/8 "AIR SPACE,5 /16 "LAMI) 5/16" LAMI (2 LITES OF I /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706" L .865" .050" 0) 5/16" GLAZING BEAD MAT'L: 6063-T6 DWG# 7036 .523" --i r .050" .865' 0 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" .423" 1.000" @)CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 tH .172" .870" .125" .062" CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A � I.050" 17 - - I - .569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 7993" !i . r .28 G" L 3" INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 PRODUCT REVISED as complyisy with the Florida Raiding Cade Acceptance No E riritiennate By Ai/ . Miami P ' Predat:IC Divisi -7 41).2 3 Raved By: Wee F.K. 3/17/03 ReWbm: A NO CHG THIS SHEET Dab: 7/10/03 Dam: 12/17/02 Revsieeq • Cwe[R d 8y Rend By: Deb: F.K. 3725/73 Reeslons B ADD 13/16" I.G. GLASS & GLAZING BEAD Ra.ad Br: F.K. NO CHANGE THIS SHEET Draw" By. F.K. Dam: 1070 TE:14NOLOGY DRIVE NOKO,MIS. FL 34275 P.O. BOX 1529 NOK31MIS, FL 34274 PST Visibly Berner 0..o,crea7 PARTS LIST & EXTRUSIONS Tali' ALUMINUM CASEMENT WINDOW, IMPACT SeemModer CA - 740 NTS 11 " 12 Oreeeb Ro. 7045 -8 Rey. C Lucas A Tumer, P.E. PE858201 Mechanical APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) NOTES: 1/4" MAX. SHIM —1 #12 OR #14 SCREWS 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 • BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1!2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 14" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) --.-I 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 12" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r _ #12 OR #14 SCREWS 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1l 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT REVISED as complying with the Florida Bidding Cale Acceptance No E •legion Date 0" I. . Miami de Product Coa1!c1 Dials n t `7 /(C a Road By F.K. Dare: 3/17/03 aiad ey F.K. Mond By F.K Doer 3/25/03 Oa* 7/10/03 Rewim¢ A Rip�iaier": 8 Rawien : Oran ey. O. Checked By Daro F.K. 12/17/02 ADDED #14 SCREW OPI7ON NO CHANGE THIS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMJS, FL 34275 F. BOX 1529 NOKOMIS. FL 34274 PT Visibly Better De.a"6x ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 3.rwe.ri CA - 740 Scar NTS sewe 12 of 12 tromp Ain 7045 -8 R.r C Lucas A. Tumer, P.E. PE 958201 Mechanical MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • 616v 1 4144- M -o •' 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 PGT Industries 1070 Technology Drive Nokomis, FL 34275 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: Series "PW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 42594, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, 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 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 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 use �� a attpfaciu p its distributors and shall be available for inspection at the job site at the request ll of the 4w_ This NOA consists of this page 1 and evidence pages E-1 and E-2. as w ova tocur}�nt mentioned The submitted documentation was reviewed by Theodore Berma 03 1105.01 19, 2009 ary 19, 2004 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTP.CITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEA 1 STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND 11) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI LG. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: 0 MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. • (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE RCW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 12" FROM CORNERS MAX. 11 "O.C. JAMBS: ® MAX. 8 1,2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOIN SEALANT IS USED ON ALL FOUR CORNERS OF TrIE FRAME. - 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 ammo ar paw &wad air Pena F.K. o.,"" es F.K. b". 12/1503 Rnis'enc A D. • CI"dwar 7/14/03 REDUCE ANCHOR SPACING Oseec 1070 TECKNOLOGYORIVE NOKOM IS, FL 34275 P.O. BOX 1529 NOK0BBS, FL 34274 PG Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT a"eN"4e br: se"c Pw•01 NTS 1 • 10 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES GLAZING DETAILS ELEVATIONS, FLANGED ELEVATIONS, INTEGRAL FIN DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 1 2 3 4 Dose R. 4259 -4 Robert L Clark P.E. PE 939712 S1n¢tWal 3/16' ANNEALED OR HEAT STRENGTHENED GLASS Rand Br ar a.ndOr F.K. o,aaa Br Ft( Oar: 12/15473 7/14/03 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) Rearms: A NO CHANGE THIS SHEET cn.md oar: 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT f STRENGTHENED GLASS OR 21 11/16" NOM GLASS BITE 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 1070 TE7 NOLOGY DRIVE NOVD44S, FL 3 P. BOX 1529 NO1040S. FL 34274 P r Visibly Bette nee- J Ononfor GLAZING DETAILS 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS Scar Pw•701 NTS 2 • 10 4259 -4 11/16" NOM GLASS BITE 1 1/16 LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) ALUMINUM PICTURE WINDOW, IMPACT As„„..1. wows(dik Ike OTAIFINgfrA Robert L Clark, P.E. PE /39712 Structural HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. 48" MAX. "NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. -I 92 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. QUARTER CIRCLE 44 1/4" MAX. DLO MAX. SIZE = 68" X 68" DR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. se r JIL• Mr1 Side bodies . Den 1t1Yd er R...d F.K. Own Or F.K. Dar: 0: 12/I5/03 7/14/03 ReVitidetV A Crowd NO CHANGE THIS SHEET mr: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NGKOMIS. FL 34274 Visibly Better DOWOOPC FLANGED ELEVATIONS r. ALUMINUM PICTURE WINDOW, IMPACT SwirAlaftt PW.701 NTS Shoe 00d" 3 - 10 4259 -4 Robert L Clalk. P.E. PE 039712 Structural HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. FULL CIRCLE MAX OCTAGON QUARTER CIRCLE MAX. SIZE = 60" DIA. SIZE =60" BETWEEN FLATS MAX. SIZE = 68" X 68" OR MAX. AREA = 19.63 SQ. FT. OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. ARCH. /ANIL MAX. SIZE = 48" X 96" OR MAX AREA = 30.28 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. T 48" MAX. 96" MAX. 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID 45 1/4" MAX. DLO MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Angerd • wrIbt . (GCZ . twv r r; . 211 11 A...d er F.K. OAK Dater 12/15/03 ibraiNSW A F.K. 7/14/03 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS: FL 34274 P T Visibly Better a " . " . " PW7o1 INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT NTS 4 r 10 4259 -4 Robert L. C1au1 P.E. PE 139712 Sttuctuta1 COMPARATIVE GLASS TYPE: WINDOW ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW HEIGHT FTL -3835 FTL -3835 FTL -3850 FTL -3850 WIDTH 49.000 AREA SQ.FT. 54.500 AREA SQ.FT. 60.000 AREA SQ.FT. 65.500 AREA SQ.FT. AREA SQ.FT. 71.000 76.500 AREA SQ.FT. 82.000 AREA SQ.FT. 87.500 A &C B &D AREA SQ.FT. 93.000 96.000 Asyut My MM Hr F.K. ate. ay F.K. Mon Dew 12/15A73 0n.• 7/10903 A &C B &D A &C B &D A &C B &D A &C B &D A &C B &D A &C B &D A &C B &D A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT A OmeM4 ay. 28.500 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 -80.0 -80.0 9.698 -80.0 -80.0 10.786 80.0 I -80.0 80.0 -80.0 11.875 - 80.0 -80.0 12.964 - 80.0 -80.0 14.052 80.0 I -80.0 80.0 -80.0 15.141 - 80.0 16.229 -80.0 80.0 I -80.0 80.0 -80.0 17.318 -80.0 -80.0 18.406 -80.0 -80.0 19.000 34.000 80.0 80.0 -80.0 -80.0 11.569 80.0 80.0 12.868 80.0 I -80.0 80.0 I -80.0 14.167 80.0 I -80.0 80.0 -80.0 15.465 79.4 80.0 -80.0 -80.0 -79.4 -80.0 16.764 76.8 I -76.8 80.0 -80.0 18.063 74.1 70.7 80.0 69.1 80.0 68.8 80.0 -74.1 80.0 -80.0 19.361 -70.7 -80.0 20.660 -69.1 -80.0 21.958 -68.8 -80.0 22.667 CHANGE NOTE 1 ANCHORING WITH 912 SCREWS 0.r 39.500 80.0 80.0 13.441 80.0 80.0 14.950 74.0 80.0 16.458 68.5 80.0 17.967 63.7 I -63.7 80.0 -80.0 19.476 59.7 I -59.7 80.0 -80.0 20.984 56.5 80.0 51.4 80.0 50.4 80.0 -80.0 -80.0 -80.0 -80.0 -74.0 -80.0 -68.5 - 80.0 - 56.5 -80.0 22.493 53.6 I -53.6 80.0 -80.0 24.002 -51.4 -80.0 25.510 -50.4 -80.0 26.333 1070 TECHNOLOGY CRIVE NOKOMIS. FL 34275 P.O. BOK 1529 NOKOMIS. FL 30270 45.000 80.0 80.0 15.313 76.7 80.0 17.031 69.9 80.0 18.750 63.5 80.0 20.469 57.9 I -57.9 80.0 -80.0 22.188 52.8 80.0 48.3 43.6 80.0 42.5 80.0 41.6 80.0 -80.0 -80.0 -76.7 -80.0 -69.9 -80.0 -63.5 -80.0 25.625 -52.8 -80.0 23.906 -48.3 80.0 -80.0 -43.6 -80.0 27.344 -42.5 -80.0 29.063 -41.6 -80.0 30.000 Pc;T Visibly Better 46.500 80.0 I -80.0 80.0 -80.0 15.823 74.0 80.0 17.599 67.2 I -68.6 80.0 -80.0 19.375 61.3 80.0 21.151 56.1 80.0 22.927 51.9 I -52.1 80.0 -80.0 24.703 47.6 80.0 -75.2 -80.0 -62.3 -80.0 -57.1 -80.0 26.479 -48.0 -80.0 43.4 I -43.2 80.0 -80.0 28.255 40.7 80.0 30.031 39.4 80.0 -41.0 -80.0 -40.1 -80.0 31.000 48.000 80.0 80.0 16.333 74.0 I -74.0 80.0 I -80.0 18.167 67.2 1 -67.2 80.0 I -80.0 20.000 61.3 I -61.3 80.0 -80.0 21.833 56.1 80.0 23.667 51.9 I -51.9 80.0 -80.0 25.500 47.6 80.0 40.7 79.4 39.4 76.6 -80.0 -80.0 -56.1 -80.0 -47.6 27.333 -80.0 43.4 I -43.4 80.0 -80.0 29.167 -40.7 -79.4 31.000 -39.4 -76.6 32.000 NOTES: 1 _TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4' TAPCONS. DESIGN PRESSURES ARE LIMITED TO + / -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. Q 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SO. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST {� c„TAN(I It AR SI7F IN TAR1 F 1 WHICH THFIR OVFRAI L WIIITH ANIT HFIt;HT r)IMFNS ONS COMPI WFI Y FIT WITHIN . Ammon.: FLANGED UNIT DESIGN PRESSURES 7- ALUMINUM PICTURE WINDOW, IMPACT ISraft Went PW -701 NTS 5 a 19 4259-4 wr. Awl+ ^ n. NO M • Y07.ffizffe M Robert L. Clark. P.E. PE 939712 Structural COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3 /16HS) B 7/16" LAMINATED GLASS (3116 "HS 090 3 /16HS) GLASS TYPE: WINDOW WIDTH S C. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3 /16HS, .090, 3/16" HS) 28.500 34.000 WINDOW HEIGHT 39.500 45.000 46.500 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 49.000 AREA SQ.FT. 9.698 54.500 A &C B &D AREA SQ.FT. 10.786 60.000 A &C B &D AREA SQ.FT. 65.500 I A &C B &D P.M r Rand lb. F.K. B &D A &C B &D AREA SQ.FT. - 71.000 87.500 AREA SQ.FT. 14.052 '76.500 AREA SQ.FT. 15.141 82.000 A &C B &D AREA SQ.FT. AREA SQ.FT. 17.318 93.000 A &C B &D AREA SQ.FT. 96.000 80.0 I -80.0 80.0 -80.0 80.0 . -80.0 80.0 -80.0 80.0 1 -80.0 80.0 1 -80.0 11.875 80.0 I -80.0 80.0 -80.0 1.2.964 A &C 80.0 1 -80.0 80.0 -80.0 A &C 80.0 -80.0 80.0 -80.0 B &D 80.0 2 -80.0 80.0 -80.0 80.0 -80.0 16.229 A &C 80.0 ] -80.0 80.0 -80.0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 25.510 18.406 A &C 80.0 B &D 80.0 -80.0 -80.0 AREA SQ.FT. 19.000 Daft: 12/15/73 Awslonr Ramionw A Omen at MN: C r. almer 0a. F.K. 7/14/7.? 80.0 1 -80.0 80.0 1 -80.0 11.569 80.0 1 -80.0 80.0 -80.0 12.868 80.0 1- -80.0 80.0 -80.0 14.167 78.9 1 -78.9 80.0 1 -80.0 15.465 75.3 -75.3 80.0 -80 16.764 72.6 I -72.6 80.0 -80.0 18.063 69.4 - 69.4 80.0 -80.0 19.361 66.4 t -66.4 80.0 1 -80.0 20.660 65.0 - 65.0 80.0 -80.0 21.958 63.9 80.0 -63.9 -80.0 22.667 CHANGE NOTE 1 ANCHORING WITH 412 SCREWS 80.0 I -80.0 80.0 -80.0 13.441 78.9 I -78.9 80.0 . -80.0 14.950 72.2 I -72.2 80.0 -80.0 16.458 65.5 1 -65.5 80.0 1 -80.0 17.967 61.1 -61.1 80.0 -80.0 19.476 57.1 1 -57.1 80.0 -80.0 20.984 53.8 -53.8 51.0 1 -51.0 80.0 I -80.0 24.002 48.9 -48.9 48.0 80.0 -48.0 -80.0 26.333 1070 TEGWOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 80.0 I -80.0 80.0 -80.0 15.313 74.3 1 -74.3 , 80.0 -80.0 17.031 67.8 1 -67.8 80.0 -80.0 18.750 61.7 -61.7 80.0 -80.0 20.469 • 56.4 -56.4 80.0 -80.0 22.188 51.5 I -51.5 80.0 -80.0 23.906 47.2 -47.2 80.0 -80.0 25.625 42.6 1 -42.6 80.0 1 -80.0 27.344 41.2 -41.2 80.0 - 29.063 40.2 80.0 -40.2 -80.0 30.000 iT ""Visibly Better'"` PW.701 79.4 -80.0 80.0 -80.0 15.823 71.9 -73.1 80.0 -80.0 17.599 65.0 1 -66.4 80.0 -80.0 19.375 59.6 1 -60.7 80.0 1 -80.0 21.151 54.6 -55.5 80.0 -80.0 22.927 51.0 ( -51.3 80.0 1 -80.0 24. 703 46.6 ( -46.9 80.0 I -80.0 26.479 43.1 ( -42.7 80.0 1 -80.0 28.255 40.4 -40.2 79.7 -79.7 30.031 39.0 76.9 -38.9 -76.9 31.000 79.4 1 -79.4 80.0 1 -80.0 16.333 71.9 -71.9 80.0 -80.0 18.167 65.0 1 -65.0 80.0 -80.0 20.000 59.6 ( -59.6 80.0 I -80.0 21.833 54.6 -54.6 80.0 -80.0 23.667 51.0 I -51.0 80.0 -80.0 25.500 46.6 -46.6 80.0 -80.0 27.333 43.1 1 -43.1 80.0 -80.0 29.167 40.4 -40.4 76.0 -76.0 31.000 -39.0 -73.1 32.000 39.0 73.1 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHO WITH 1 /4 "TAPCONS. DESIGN PRESSURES ARE LIMITED TO + / -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2. ALL MAXINUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SI E IN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. w o.r INTEGRAL FIN UNIT DESIGN PRESSURES rr: ALUMINUM PICTURE WINDOW, IMPACT I aar: sn. NTS 6 w 10 I +m. 4259 -4 IA /yplwe/ . o..N4 -Mr tr Das KOMI rw++. Robert L Clark F.E. PE *39712 Sbyca$al SCREWED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTIPN (FLANGE FRAME) m ® 0 I KEYED CORNER ASS'Y 0 WELD (FLANGE FRAME) „'!''I 0 I 1 ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT m m MAX DAYLIGHT OPENING 2.784" VERTICAL SECTION (FLANGE FRAME) INSIDE Mei RiNed Or Rawl 9/ F.K dram 6Y F.K. Orlar 12/1503 Osb 7/14/03 wwd. A NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. R. 34274 P GT Visibly Be tter SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT PW-701 sar a.r NTS 7 - 10 4259 -4 Roc A / / Robert L Glark, P.E. PE *39712 Structural ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) WELD L :� : I �� O © 1111 � O KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT • 0 MAX. DAYLIGHT OPENING 2.784° VERTICAL SECTION (INTEGRAL FIN FRAME) INSIDE lime By hoed Or Arad Br F.K. Pam Or F.K. Or. 12/15/03 Dow 7/14/73 a.wur• A draw I ey 143 CHANGE THIS SHEET Cow 1 1070 TECHNOLOGY OFIVE NOKOWWS. FL 34275 P.O. BOX 1529 NOKO.WS. FL 34274 PST Visibly Better SECTIONS, INTEGRAL FIN Ti: ALUMINUM PICTURE WINDOW, IMPACT PW701 I NTS 8 0 10 4259 -4 A !rl L. Clark, P.E. PE 09712 Struortal ITEM 1 2 7 8 10 11 12 13 14 15 17 18 20 21 22 te.rw B,- a..10 Br R.rd Br F.R. .050" DWG NO. 4256A 4253 1155 4255 4254 1224 4224 4262 Dab: D.U. 12/15/03 Anon.: A Own Br, Pm: Coal"d e7 par: F.K. 7/14/73 PART # 64256 64253 781PQX 64255 64254 6TP247 64262 I .970" —1 ITEM 10 - 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL 8 JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16' LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED NO CHANGE THIS SHEET .346" .975" . 050" -- iI--II ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 10701EC* NOLOGY ORIVE NOKOMIS. FL 31275 P.O. BOX 1529 NOK0IN9. FL 342:4 1.875" PGT Visibly Better a """ rr ' PW-701 ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A �t-- .062" 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES& PARTS LIST rr: ALUMINUM PICTURE WINDOW, IMPACT I seor Ire NTS, 9 - 10 2.784" oaq w 4259 -4 2.500" A1pwBd es oomrbY{.w 1Ye Owls NSM Robert L. Clark. P.E. PE 139712 50 :rural NOTES: R.rad Br Dale: R.nd Br F.K Often er F.K. i I' .130" DM. MIN. x 2 1/2" NAIL, AT CORNERS �I AND 5' O.C. Dale: Oft: 12/15/03 oe.: 7/14103 CONCRETE RaYeb" O"Wd WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. f SHIM T 114" MAX. I SHIM :;,. • ;. 4 . 1/4" MIN. o: EMBEDMENT FLANGED DETAIL D (SILL ONLY) CHANGE NOTE I AND FASTENER SPACING D.r: 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 81/2" MAX. FROM CORNERS &11" MAX. O.C. A (SEE NOTE 1) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 31275 P.O. 90X 1529 NOKOMIS. FL 34274 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B 1 1/4" MIN. • _ .. EMBEDMENT: SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E PST Visibly Better #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1/4" MAX. f SHIM T 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1/4" MAX. 1 SHIM T 1x WOOD BUCK (SEE NOTE 2) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. Owesellac ANCHORAGE - HEAD, SILL AND JAMBS rte: ALUMINUM PICTURE WINDOW, IMPACT s.erlerc s.►: a P701 NTS aft, W 10 a 10 4259 -4 Asc A #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1/4" MAX. r SHIM T ee v rsrlTal ‘e de 1 Nose _U_4� i Roberti.. Clark P.E. PE 939712 SImR;tvd • M 1 A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVLSION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated 7 -12 -99 and last revised on 01 -17 -03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance numbcr and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 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. • ADVF,RTISF.MENT: 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 revises & renews NOA # 02- 0702.01 and, consists of this page 1 as well as approval document mentioned above. 1ta sy The submitted documentation was reviewed by I e ve yepp... C MEw 144 fLf •f( I..q J 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 NOA No 02 -0927.13 Expiration Date: February 13, 2008 Approval Date: February 13, 2003 Page 1 98 MAX, I MAX OAYUGHT OPENING TYP. 6.500 3&125 MAX. DAYUGHT OPENING 7 13.50 MAX 4.000 4.000 4.000 -- 4.000 - 25' MAX. & 25' MAX. & DAOPENING YLIGHT --{ DAYLIGHT -- OPENING 1 1150 MAX. oxxo 71.750 MAX. 4.000 II (4.000 t^ 4.000 36.125 MAIL 33 3/6 MAX DAYUGHT --- OPENING 13.50 MAX. I- 4.000 4.000 4.000 4.000 \ 4.000 -- --/ Far 1/4' Tapoors or 5 114 Screen Req'd LARGE MISSILE IMPACT DOORS at this Loca0on. Top & Bottom. 1.) GLAZING OPTIONS (SEE SHEET .3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8, LAMINATED (3/16' HEAT STRENGTHENED .090 INNER LAYER 1/8" ANNEALED OPTION 2 - .402 (3/87 LAMINATED (3/16' HEAT STRENGTHENED .090 INNER LAYER 1/8' HEAT STRENGIHDJm OPTION 3 - 7/16' LAMINATED (3/16' HEAT STRENGTHENED, .090 INNER LAYER J /16' ANNEALED OPTION 4 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED, .090 INNER LAYER 3/16. HEAT STRENGTHENED 2.) DESIGN PRESSURE RAINC: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX FROM CORNERS: 6.500 (HEAD & SILL) MAX FROM CORNERS: 6.000 (JAMBS) MGU(. SPACING AT HEAD & SAL: 11500 MAX SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FT1-2067 6.) * SEALANT TO BE APPLIED ARGJND THE FRAME CORNER & PANEL CCRNER SEEM, 13.250 TYPCAL 1 21.000 MAIL 21.000 MAX 1 13.250 HINGE LOC. j 6.00° TYPICAL 47.875 HINGE IOC. TYPICAL Robed L. Clark. P.E. PE 139712 Structural 98 MAX 65 1/8 MAX DAYLIGHT OPENING TYP. 8.500 A31r1ORC ARE TYP. W HFAD k SILL 36.125 MAX. 37.500 MAX 38.125 MAX. 33 3/5 MAX & 25' MAX. & 33 3/6 MAX. & DAYLIGHT DAYUGHT OPENR G I r OAEMING OPENING 2 POINT LOCK OPTION 39.507 13.50 MAX. 4.000 4.000 4.000 4.000 - 1TBK oxo 13.50 1� MAX. I- 4.000 4.000 - 4.000 13.50 I__ I MAX. X1 1 1 1-_ Read Bl Bete Reliever F.K 1/17/03 D - ADD 0.0. DIM.S Rated 9j: Dote R/.+dcrc F.K. 99/02 C-AID 7/16 aASS & TA9ES Owed K 8/ � LE17ER 8/17/01 ann.) 4' maw 119. 7/12/99 ELEVATIONS OXXO & OXO 21.000 MAX 1 21.000 MAX. 1 6.000 8300 PRODUCT r aas MOM POwol Oak DAYio MaEURO, 10N ISS FL 342D75 ALUMINUM FRENCH DOOR W/ SIDEUTES P.O. 8020 1529 SvleAhlodat Solo Shot Aroebq Na lire NOKCOMIS. Fl. 34274 FD - NTS 1 d 8 972 D 1 ,' �I J acrnE / / . J . 1 / ►►I ._ / d I \ I s �� 59500 u 98 MAX, I MAX OAYUGHT OPENING TYP. 6.500 3&125 MAX. DAYUGHT OPENING 7 13.50 MAX 4.000 4.000 4.000 -- 4.000 - 25' MAX. & 25' MAX. & DAOPENING YLIGHT --{ DAYLIGHT -- OPENING 1 1150 MAX. oxxo 71.750 MAX. 4.000 II (4.000 t^ 4.000 36.125 MAIL 33 3/6 MAX DAYUGHT --- OPENING 13.50 MAX. I- 4.000 4.000 4.000 4.000 \ 4.000 -- --/ Far 1/4' Tapoors or 5 114 Screen Req'd LARGE MISSILE IMPACT DOORS at this Loca0on. Top & Bottom. 1.) GLAZING OPTIONS (SEE SHEET .3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8, LAMINATED (3/16' HEAT STRENGTHENED .090 INNER LAYER 1/8" ANNEALED OPTION 2 - .402 (3/87 LAMINATED (3/16' HEAT STRENGTHENED .090 INNER LAYER 1/8' HEAT STRENGIHDJm OPTION 3 - 7/16' LAMINATED (3/16' HEAT STRENGTHENED, .090 INNER LAYER J /16' ANNEALED OPTION 4 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED, .090 INNER LAYER 3/16. HEAT STRENGTHENED 2.) DESIGN PRESSURE RAINC: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX FROM CORNERS: 6.500 (HEAD & SILL) MAX FROM CORNERS: 6.000 (JAMBS) MGU(. SPACING AT HEAD & SAL: 11500 MAX SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FT1-2067 6.) * SEALANT TO BE APPLIED ARGJND THE FRAME CORNER & PANEL CCRNER SEEM, 13.250 TYPCAL 1 21.000 MAIL 21.000 MAX 1 13.250 HINGE LOC. j 6.00° TYPICAL 47.875 HINGE IOC. TYPICAL Robed L. Clark. P.E. PE 139712 Structural 98 MAX 65 1/8 MAX DAYLIGHT OPENING TYP. 8.500 A31r1ORC ARE TYP. W HFAD k SILL 36.125 MAX. 37.500 MAX 38.125 MAX. 33 3/5 MAX & 25' MAX. & 33 3/6 MAX. & DAYLIGHT DAYUGHT OPENR G I r OAEMING OPENING 2 POINT LOCK OPTION 39.507 13.50 MAX. 4.000 4.000 4.000 4.000 - 1TBK oxo 13.50 1� MAX. I- 4.000 4.000 - 4.000 13.50 I__ I MAX. X1 1 1 1-_ Read Bl Bete Reliever F.K 1/17/03 D - ADD 0.0. DIM.S Rated 9j: Dote R/.+dcrc F.K. 99/02 C-AID 7/16 aASS & TA9ES Owed K 8/ � LE17ER 8/17/01 ann.) 4' maw 119. 7/12/99 ELEVATIONS OXXO & OXO 21.000 MAX 1 21.000 MAX. 1 6.000 8300 PRODUCT r aas MOM POwol Oak DAYio MaEURO, 10N ISS FL 342D75 ALUMINUM FRENCH DOOR W/ SIDEUTES P.O. 8020 1529 SvleAhlodat Solo Shot Aroebq Na lire NOKCOMIS. Fl. 34274 FD - NTS 1 d 8 972 D 1 ,' �I . 1 / ►►I 98 MAX, I MAX OAYUGHT OPENING TYP. 6.500 3&125 MAX. DAYUGHT OPENING 7 13.50 MAX 4.000 4.000 4.000 -- 4.000 - 25' MAX. & 25' MAX. & DAOPENING YLIGHT --{ DAYLIGHT -- OPENING 1 1150 MAX. oxxo 71.750 MAX. 4.000 II (4.000 t^ 4.000 36.125 MAIL 33 3/6 MAX DAYUGHT --- OPENING 13.50 MAX. I- 4.000 4.000 4.000 4.000 \ 4.000 -- --/ Far 1/4' Tapoors or 5 114 Screen Req'd LARGE MISSILE IMPACT DOORS at this Loca0on. Top & Bottom. 1.) GLAZING OPTIONS (SEE SHEET .3 FOR GLAZING DETAILS) OPTION 1 - .402 (3/8, LAMINATED (3/16' HEAT STRENGTHENED .090 INNER LAYER 1/8" ANNEALED OPTION 2 - .402 (3/87 LAMINATED (3/16' HEAT STRENGTHENED .090 INNER LAYER 1/8' HEAT STRENGIHDJm OPTION 3 - 7/16' LAMINATED (3/16' HEAT STRENGTHENED, .090 INNER LAYER J /16' ANNEALED OPTION 4 - 7/16" LAMINATED (3/16" HEAT STRENGTHENED, .090 INNER LAYER 3/16. HEAT STRENGTHENED 2.) DESIGN PRESSURE RAINC: (SEE TABLES SHEET 2) 3.) ANCHORS: DOOR MAX FROM CORNERS: 6.500 (HEAD & SILL) MAX FROM CORNERS: 6.000 (JAMBS) MGU(. SPACING AT HEAD & SAL: 11500 MAX SPACING AT JAMBS: 21.000 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FT1-2067 6.) * SEALANT TO BE APPLIED ARGJND THE FRAME CORNER & PANEL CCRNER SEEM, 13.250 TYPCAL 1 21.000 MAIL 21.000 MAX 1 13.250 HINGE LOC. j 6.00° TYPICAL 47.875 HINGE IOC. TYPICAL Robed L. Clark. P.E. PE 139712 Structural 98 MAX 65 1/8 MAX DAYLIGHT OPENING TYP. 8.500 A31r1ORC ARE TYP. W HFAD k SILL 36.125 MAX. 37.500 MAX 38.125 MAX. 33 3/5 MAX & 25' MAX. & 33 3/6 MAX. & DAYLIGHT DAYUGHT OPENR G I r OAEMING OPENING 2 POINT LOCK OPTION 39.507 13.50 MAX. 4.000 4.000 4.000 4.000 - 1TBK oxo 13.50 1� MAX. I- 4.000 4.000 - 4.000 13.50 I__ I MAX. X1 1 1 1-_ Read Bl Bete Reliever F.K 1/17/03 D - ADD 0.0. DIM.S Rated 9j: Dote R/.+dcrc F.K. 99/02 C-AID 7/16 aASS & TA9ES Owed K 8/ � LE17ER 8/17/01 ann.) 4' maw 119. 7/12/99 ELEVATIONS OXXO & OXO 21.000 MAX 1 21.000 MAX. 1 6.000 8300 PRODUCT r aas MOM POwol Oak DAYio MaEURO, 10N ISS FL 342D75 ALUMINUM FRENCH DOOR W/ SIDEUTES P.O. 8020 1529 SvleAhlodat Solo Shot Aroebq Na lire NOKCOMIS. Fl. 34274 FD - NTS 1 d 8 972 D COMPARATIVE ANALYSIS TABLE 4. - GLASS OPTION 4 3/16" Heat Strengthened, .090 Inner Layer, J16' Heat Strengthened Qty. of Sidelite Max. Doer Heights Slabs Width Widths 1 79.7501 83.7501 87.7501 91.750 95.750 22.000 37.500 1 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 28.000 37.500 1 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 C 30.000 37.500 i -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 33.000 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 36.125 37.500 -75.0 -75.0 -75.0 -75.0 -75.0 t 75.0 75.0 75.0 75.0 75.0 22.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 28.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 LI X 0 30.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 33.000 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 36.125 71.750 -75.0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.0 COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/16' Heat Strengthened, .090 Inner Layer, 1/8" Annealed O X 0 Qty. of Slabs 1 1 1 1 1 2 2 2 2 2 Sidelite Width 22.000 28.000 30.000 33.000 36.125 22.000 28.000 30.000 33.000 36.125 Max. Door Heights Widths 79.750 83.750 1 87.750 1 91.750 1 95.750 37.500 37.500 37.500 37.500 37.500 -75.0 71.750 71.750 71.750 71.750 71.750 -75.0 75.0 -74.7 74.7 -64.7 64.7 -55.4 55.4 -48.9 48.9 75.0 -74.7 74.7 -64.7 64.7 -55.4 55.4 -48.9 48.9 -75.0 75.0 -73.2 73.2 -63.2 63.2 -53.5 53.5 -47.5 47.5 -75.0 75.0 -73.2 73.2 -63.2 63.2 -53.5 53.5 -47.5 47.5 -72.5 72.5 -70.8 70.8 -61.0 61.0 -51.6 51.6 -45.4 45.4 -72.5 72.5 -70.8 70.8 -61.0 61.0 -45.4 45.4 -70.2 70.2 -68.5 68.5 -59.0 59.0 -50.1 50.1 -43.4 43.4 -70.2 70.2 -68.5 68.5 -59.0 59.0 -50.1 50.1 -43.4 43.4 -68.8 68.8 -67.1 67.1 -58.2 58.2 -48.9 48.9 -41.8 41.8 -68.8 68.8 -67.1 67.1 -58.2 58.2 -51.6 51.6 -48.9 48.9 -41.8 41.8 COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 3/16' Heat Strengthened, .090 Inner Leyer, 1/8" Hea Strengthened 0 K 0 0 K 0 Qty. of Slabs 1 1 1 1 1 2 2 2 2 2 Sidelite Width 22.000 28.000 30.000 33.000 36.125 22.000 28.000 30.000 33.000 36.125 Max. Door Widths 37.500 37.500 37.500 37.500 37.500 71.750 71.750 71.750 71.750 71.750 Heights 79.750 1 83.750 87.750 1 91.750 1 95.750 -75.) 75.0 -75.) 75.0 -75.) 75.0 -75.) 75.0 -75.) 75.0 -75.) 75.0 -75.) 75.0 -75.) 75.0 -75.) 75.0 -75.) 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 ?5.0 75.0 ?5.0 75.0 ?5.0 75.0 ?5.0 75.0 ?5.0 75.0 ?5.0 75.0 ?5.0 75.0 5.0 75.0 ?5.0 75.0 ?5.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 NOTES: 1. NEGATE DESIGN GADS BASEL ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 2. POSTNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTIR E 1300 -98. 3. GENERAL D/O - DAYLIGHT OPENING ® 0/0 HEIGHT DOOR HEIGHT - 10.875' 13/0 WDTH SIDEUTE = SIDEUTE WIDTH - 2.750' D/0 WDTH PANEL - PANEL WIDTH - 12.500' ,/, gla /// 2/6 Robed L Clark, P.E PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY ERNE NOKOMIS. FL 34275 P-0. BOX 1529 NOKOMIS. FL 34274 COMPARATIVE ANALYSIS TABLE 3. - GLASS OPTION 3 3/16" Heat Strengthened, .090 Inner Layer, 3/16' Annealed 0 x 0 0 x X 0 Qty. of Slabs 1 1 1 1 1 2 2 2 2 2 Sidelite Width 22.000 28.000 30.000 33.000 36.125 22.000 28.000 30.000 33.000 36.125 Max. Door Widths 37.500 37.500 37.500 37.500 37.500 71.750 71.750 71.750 71.750 71.750 Heights 79.750 1 83.750 1 87.750) 91.750 J 95.750 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -70.0 70.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -70.0 70.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -67.9 67.9 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -67.9 67.9 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -65.7 65.7 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 -65.7 65.7 -75.0 75.0 -75.0 75.0 -75.0 75.0 -74.7 74.7 -63.1 63.1 -75.0 75.0 -75.0 75.0 -75.0 75.0 -74.7 74.7 -63.1 63.1 -75.0 75.0 -75.0 75.0 -75.0 75.0 -72.6 72.6 -60.4 60.4 -75.0 75.0 -75.0 75.0 -75.0 75.0 -72.6 72.6 -60.4 60.4 Rated 6)1 nnec RerYfaR FA 1/17/03 0 DUES d ADO N)IF 3 limed 0)s Dew Rni talc F X f � 99/02 iABlET Arowww F.K. 8/20/01 8-PER LEI7ER 8/17/01 na.n t not. 0.3- 7 / 12/99 DESIGN PRESSURE TABLES, PRODUCT RENEWED swbtr .a Abe F 4dt ANNWD•ot ` 13 bow. gq/ 'Eplg Mod » OXXO & OX0 ALUMINUM FRENCH DOOR W/ SIDELITES ssN.stiods! Soots: Shedd Droning Mo. Red FO -101 NTS 2 a 8 972 0 DOOR IF 3/16 - HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8 ANNEALED GLAZING OPTION 1 .402 (3/8') LAMINATED SIDELITE$ 3/16' HEAT STRENGTHENED 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) .090 INNER LAYER (SEE NOTE) EN 3/16' HEAT STRENGTHENED 3/16 3/16 HEAT STRENGTHENED 3/16 HEAT STRENGTHENED .090 INNER LMER (SEE NOTE) 1/8' ANNEALS; 111111 I .437 SIDELITE$ GLAZING OPTION 4 7/16' LAMINATED DOQR REFERENCE TEST REPORT: FTL -2067 3/18 HEAT STRENGTHENED 3/16 HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) .090 INNER LAYER (SEE NOTE) 1/8 HEAT STRENGTHENED 1/8 HEAT STRENGTHENED SIDELITE$ GLAZING OPTION 2 .402 (3/8) LAMINATED NOTE: INNER LAYER MAY BE DUPONT BUTACRE PVB OR SAFLEX/KEEPSAFE MAXIMUM. Robed L Clark. P.E PE 039712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 awed Ely: F.K larded By: F .K 1 IF 3/16 - HEAT STRENGTHENED .090 TIDIER LAYER (SEE NOTE) 3/16' ANNEALED aerc Rew.wr 1/17/03 0-NO CHO THIS SALT 9/ 9/02 C ADD 7/16 GLASS Rend 6i, R�.i.ioru F.K. 8/20/01 8 -PER LETTER 8/17/01 D.9 7/12/99 GLAZING DETAILS GLAZING OPTION 3 7/16' LAMINATED 3/16' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/16 ANNEALED SIDELITE$ .437 rROOLKT RLNEwEO at amNyq .1d M /lords Odin Cab b� Itiodnor � y 3 z -oi 27.1 ow belle ?Mow Cwradd OWN ALUMINUM FRENCH DOOR W/ SIDELITES S,1uw od,C iscd. I Mame Drawing No. Raw. FD -1o1 I NTS I 3 r 8 972 D EXTERIOR HORIZONTAL SECTION OXXO HORIZONTAL SECTION REFERENCE TEST REPORT: FTL -2067 Robot L Clark P.E PE #39712 Structural VERTICAL SECTION 1MRt1 000R 1.479 96.000 OUTSWING 1070 TECHNOLOGY DRIVE NDKOMJS. F1 34275 P.O. BOX 1529 MOHOMIS, FL .34274 4.000 4.000 Rand By: Data F.K 1/17,/03 Arad By: Data Ar ad B/' V9 /(i2 F.K. 3/20/01 Drava li^ Duda D.4. 7/12/99 SECTIONS SEE SHEET .3 FOR ANCHORS ROUGH 1149 t-- 3.000 ---1 N/NG 1 — 3.100 -1 OPE Raisfanc D CHC THIS SHT RaYbb= C — NO CHG THIS SHT laraaana PER LELEH/E.R 8/17/01 SID£LITT r 3.100 r " 25 ° Mox. Shim I 1YP. 1 1 1.479 5.459 85 1/8 at/WIT wr. WPTICAL SFC:R SHEILSITIELEEES 750 nexswm &Qin Oe k .aa'i>o.+a Aao of /! -o z7i3 Mead Dian. •C��aN� Dtardr. ALUMINUM FRENCH DOOR W/ SIDEL ±TES Sy1NS /Modvt SCON; S/uat Oroih NO. p Ron FD -1O1 I NTS 4 m 8 972 D Robed L Clark. P.E PE /39712 Structural 200x.1.. • ON O - IJ1 • V . V • •TY V o •:•.• .f•IP1 WG - • l WMDOOR AND ■111F;OI - 1 Wit tW t: ..Y1:.u!:7/ n ./r .5 . nrir'.7.'/11 [i t7i ∎,T ij iNflI F Mnf 111:1111:12.15= • - 118111■1!1=ME''�•r Na ;�•r� -�E101 FS7924 -187 Ei•r',: lIOILt �i1!•r gsr�>•rlm.•n:� Q ©l 1 - <l•IT•Ilr/nl:I�� L• 9l�LiC,� '7 . rt !:!i)•I/lR•i1:� EW841 - 1 • Tr t I � �a �1�L•ZFl =lrr► M111 ■�1EMlOJIMSF D • �- • • GrR3•Zt i •:zit12%/ll.r:. >• - f o lUaZfF*- E1f7ii l:li.7:7 >_rlyl: v'r� Fj/:iIS:I♦/ !�]L�•11II�:ri71:1 <�F�)♦ WEE IfP7NeTsri .; isr•TAM:1JMNri z?7r rrn>.rr- NEB ©Et17. r • ? F 1Mt:_ IQ01 ®E ^ate `► ®1ZY,Iar1•I :p;r elc2 71111Et01 i Ii:..7 3x:72 ii ?:t?I @3y l•(7 tD,1.' !o-Y1:{ mEi /:.C(11%11_ rb.' _'�U'- 1 71w'r 1 :7�Q01 MEM li .1 :f CStL3111111 rial).1.rev :71 %�E701CdtE M7I12fEf iS • • FIE=11 r!la::a:!RIFI >_driald:�Q ©1 fE1rrrrlr.tk iaalsamar b 5r• imi7.W.Krardni m •cl 1 11i.ci13;1 E1/591 E'NI it!d •L1 4.r�.4 63011: 6111111111101EftP.Z∎ •linil!1 yl:l/s. ∎K =F!1 sya 6?'iyj r7.3F9a!7 l:lC,11 L1MIE 7- r 1 Lp�r1 :7110 Ittii2:17.7ariwtu= PINED' E•lIr•37ziar:Tot 7aliss■rig: iziy..mit.LiiavoillionAIIIMIIPMC)11 ��ISr:!.�Y . ! ::[ /L' - r & :t[•L'Otrin/l:l•.it• {I;�EIfE�II l±zirt T a .. rl ±:li rrcii41 /tlii- i1:7n=1L7Cf1 F o200x190 WAIRt. I 11•Z•11 itO1 11 "• 4 .• 3 Ili - Drirl`il!t7e71: {la•�QOI FD3PTAY lC•131431rLat t7rirn r RF,mimmin QOl 1 • • ��• • •• m ■.. ■ IMMO : 0 ?7r:T11171 1R 7t «r #?7 ∎GillMMI2 {rl:il ?aT?� :NIIIMErmtn1 1g.6- 9.4./_ 6!x'_-31• l . WW31 .' 11r1.402 Lamnoted trE A1'7•W' ?' L'l7 .. +""� ∎ ■ Du • • t Butoaite - ■: o ME All t57 G?11 : .! �I: I ylitl! Z•la'Iy lI� Miran - • want x - 50 Ph. FL ■ prat • r^111AL 6353- T54=111E1:11 Q01 IMMMVATiffit.h,u.•I : .K6TAINET 16 Mneoied w∎ - Q ©1 Writ1LF3/ST. S1�I Pv ME-M I[•3E1:37/11111■I !!!loll • • • : u • PV8 Of ? Maximum -10414 JQEM 1. OTYS IN BRACKETS ARE FOR OXO CONF7CURATION 2. REFERENCE TEST REPORT:: Fl2. 1070 TECHNOLOGY ORNE NOKOYIS, FL 34275 P.O. BOX 1529 NCKOY6. FL 34274 Rowed Br F.K !brae ly. F.K. Rend Br Tiftlx Pte tier brown D. 72/99 OwcrbOoe: BILL OF MATERIALS Layer 1/77/03 0- NO -NO [21G THIS SNT Retesionw 9/9/02 C A0 7/16L GLASS 8/20/ 01 � 8/17/01 PRODUcT RENEWED as raapylal •XY Ya Ilulat BuldbiCait Amorous Eipirsles N,o: , �1 ' a p 8 ALUMINUM FRENCH DOOR W/ SIDEL!TES SrrlgA a* Short: t Soda S FO -101 I NTS 5 a 8 972 1_ 0 4.000 .050 O DOOR PANEL HEAD 8 SILL 1 6063 -15 ALUM. .250 -1 h O WEATHER STRIP CHANNEL 6063 -T5 ALUM. 1 HINGE EXTRUSION 6063 -75 ALUM. 4.100 .125 O DOOR PANEL JAMB 2 6063 -T5 ALUM. 1—.1 1.500 -I .750 F - TRUSS CLAMP (7,-;\ 1 6063 -75 .ALUM. cA DOOR PANEL. . INTERIOR ASTRAGAL 6063 - 75 ALUM. 1.272 4.100 1.750 FRAME HEAD 6063 -75 ALUM. /1 /6 rt L Cork P.E FE 139712 8ructutol 4.675 4.875 1.479 1.750 INDUSTRIES 1070 TECHNOLOGY 0.W1 NOKOMIS. FL 14275 P.O. SOK 1329 AA7KOAOS FL 34274 4.100 44 O DOOR PANEL, EXTERIOR ASTRAGAL 6063 -T5 ALUM. O 9 OLTSWING THRESHOLD 6063 -75 ALUM. 3.000 1.480 —{ -.050 r O FRAME JAMB 6063 -T5 ALUM. H OM= RsVwloow: F.K 1/17 /03 0-NO CHG THIS SHT F.K. 9 /99/02 EW SHT Drown Ab: Oat.: F.K. 9/9 EXTRUSIONS PROFILES, DOORS n oeuCT seem= • Olgift Ma i OselM end' �yYSWaorM -?��' pdrw ALUMINUM FRENCH DOOR W/ SIDELITES Sr1e[hoddt Sooty: SMwC Orowbg No. Pori FD ' NTS 6 off 8 972 0 I ---- 3.t00 -{ O 3 7 S/DELITE BOTTOM RAIL 6063 -T5 ALUM. .830 1 2.980 O SIDELITE JAMB ADAPTER 606.3-T5 ALUM. 36 SIDEUTE HEADER 6063 -T5 ALUM. I/ Robert L Clark. P.E PE /39712 Structural P.O. BOX 1529 NOKOA°S PL 34274 .062 .8901 .050 1.578 —I O SIDELITE JAMB 6063 -T5 ALUM. as amok* vita , r . Acapamosj 62, 2743 Arad B, DatK TN . 03 rr..N C F (•Cl.,.,d. Reread 1/17 Awakes: FTC, fS SHT I F.K. 9/9/02 EW SHT p 'lla Oro.n /L^ Data: F.X. 9/9/02 Dwabtbn: 3.000 EXTRUSIONS PROFILES, SIDELITES Fy W70 TECtGVOLOGY DRIVE NOKOMIS Ft 34275 ALUMINUM FRENCH DOOR W/ SIDELITES SuYR/MaOek Sc aler Bunt Omit* N . Ran. FD -tot NTS 7 d 8 972 D 1x WOOD BUCK (SEE NOTE 3) TAPCON (SEE NDIE 1 ) TYP, HEAD TYP. JAMB TYP. SILL 2x WOOD BUCK (SEE NOTE 2) 1.500 MW. 2x WOOD BUCK (SEE NOTE 2) #14 FLATHEAD TYP. HEAD TYP. JAMB /SIDELITE .250 +{ L^ lx WOOD BUCK MAX. (S& NOTE 3) TYP. JAMB /12 FLATHEAD .LIMB SPACING (SEE NOTE 3 ON SHEET 1) REFERENCE TEST REPORT: FTL -2067 .250 MkZ 7/ lj Rand L Clark. P.E. •pr /39712 Structural 1(� BOCK 1 /4" T/POON SEE NOTE 1) INDUSTRIES new TAPCO. NOTE 1) 1.500 • ' TYP. SIDELITE SILL NOTES: 1. USE ONLY LMAAR —BIDE COUNTY APPR0#E0 ELCO OR TV TAPC NS. 2. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. .E INSTALLATION OF Ix W000 BUCK TO THE SUBSTRATE 70 BE ENCWEERED SEPARATELY. 1.500 A0N. 2x WOOD BUCK (SEE 2) TYP, SIDELITE HEAD 1 1 TYP. SIDELITE HEAD TYP. SIDELITE SILL, #14 PANHEAD Arad PA Dote: R..i lonc F.K 1/17 0 —NO CHG THIS SHT R..ad Br Oat= IAd'knc F.K. 9/9/02 C —ADD NOTES amid 41 Lint= R.ri.iom: F.K. 8/20/01 B—PER LETTER 8/17/07 Drawn 0.9. 7/72/99 ANC HORAGE 2x WOOD BUCK (SEE NOTE 2) .250 AUK 114 FLA1HEAO PaGOKT RENEWED caat/b4.SuI19 Man** espiada• 141m/ kid Mak *don Catmg Olds 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 ALUMINUM FRENCH DOOR W/ SIDELITES P.O. BOX 1529 Sarlea SOOT' Shat: 0 NO. Row NLKOMIS. FL 34274 FD- 101 [ NTS 8 m 8 972 0 1 1 9sL -75 Tatpi. : fir L qo, 4 2 . 5 ' COUc..5•r P 24.65 60NG(LLrG. pelu � •. PvMF pool ELD D1A1E 00 l[�• N om • R° AVa-rru 0 . e I•it 4. tfI00 0 • I,oc rriot4 or This property described as: The East - -1 /2 of Lot 21 and all of Lots 22 and 23, Block 3.4. AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Miami -Dade County, Florida. PROPERTY OF: Bourne, Robert J., 285 NOT WLC am= THE SJQNATT.RE NM THE OTBGI4M. RAISED SEAL OF FLOFffi]4 LICENSED S'oRVElOR AND MAPPER A BOUNDARY SURVEY Zo i (15' r 4 2 VIG� I HEREBY CERTIFY THAT THE SURVEY REPRE -■ sumo HEREON A(EETS TH E Im4IY TECH►YCAL STANDARDS SET FORTH BY THE BOARD OF LANG SURVEYORS IN CHAPTER 61c17 -6 FLEIRIDA AMONISTRIATTVE CODE PURA/NT :O SECTION 472.017, FLA. STATU- TES. THERE ARE No ENCROAQHYD(T , OVERLAP'S. EASEMENTS APPEARING ON THE PLAT OTHER THAN AS SHOWN HERETO. / 2 9 /4)3 Paced / 0 .7 7- 1 ; FLORIDA PROF.- SURVEYOR NC 'WIPER 10 -20 - 04 "Elevations" added: 74%27 0 ui E: K T:) a► >ti c 0 w 0 0 Page 1 of 2 N.E. 100th Street Miami Shores LANN AND GARCIA, INC Florida LB #2098 SURVEYORS — MAPPERS —LAND PLANNERS 1'1 ITN -t- S 2,35 - aFricE ADDRESS 359 A1..CJI7AR AVENLX, CORAL CABLES. FLORIDA 33134 (305) 666 -7909 (1154) 523 --8663 159634 •0 > Wcz tl O) • 2. 1.4 : (0 • 1 'Legend of Sunti abbravlalions Mtn A Me Mimes A/C (c1 Cobbled. ' co Ct clear C/l [let [nctosclrmenl [IP roe round Iran Pipe rut r ound l on nod • PROPERTY OF: 011 ove•luni PO ' Mel Book PC n t Pooped', tone Poo EI.S2QR1NEORMAT1014 Community Number: . Panel Number/Map 1 : Sufflx:• F.I.R.M. Index Dale: • Base Elevation: 110, YAM WIICIOUt Ulf 116NAIUAG ui I$* OrocuiIAt unto $to Sul O, rto rnA 11CU1110 sunnlion MID MArrtn' Ale Co.nhllorunl Cad filch nalin Cent.. I Ire titchfr. To antlo.mu red ono Olfrcld llamas 000tf Polnl of Ctuvala. Poll) o' Ilepnnlnl UP May Pole WM Wolff Metst 1 Isnlanl .1 LM[ lake M.dnl. [ailment ) All Clearances and /or encroachments shown hereon aro of apparenl nature. Fence ownership by visual means. Legal'bwnership of fences not determined. ti) The issue of This survey is only for the exclusive and specific use of those persons, parties or institutions shown in the corlificalion. Any other intended use will require written approval from the cerlifyind surveyor or firm. c ) Code restrictions and title search are not reflec:Ie(I on Illls survey. d) Underground ulililies and encroachments, if any, not located. e The Hood in(ormallon shown hernon does not Imply that the referenced properly will or will not be free from Hooding or 'damage and does not create liabilily on the part of the firm, any officer or employee Ihereof, for any damage Thal results from reliance on said information. 1) The lands depicted hereon were surveyed per the legal doscl 1pli and no claims as lo ownership or mallets of Illle are made or implied. g) This survey Is not to be relied upon for construction. FLOOD ZONE: . X 120652 12025C0093 J 7-17-95 Not Available Bearings, if any shown based on ) (reference) (roforence) CERTIUED TO • Rapid Title Services Company; Commonwealth Land. Title Insurance Company; Bourne, Robert J.,'and Homebanc Mortgage Corporation, its successors and /or .assigns. Bourne, Robert J., ncfl .COS COW; fn (MI rnit rcc A AC A.UOUNRARY. SURVEY 1 bushy testily Out the eutvay Ispeaasnbd heteoa nets the nlhdnn.nl tschnIcal rland.uds set forth by Ibe Based 01 tend - r� Surveyote In eheplet 11011.1 timid' AdndnIehallve Code pruauanl to Sactioo . 112.o21 rip. Statute,. (h',, Ma no snunach mints, oveslapa, 'taumnnla appearing on the Plat, other Ilia ihawn hotel° P111)r, s11nvrvOn Arrn AIArr[11 IKI. 1 nlowud Cooply necouh Cnlc. tie Klock S141u11 Concrete rou Me 1510 ad Ove.heea tlliIiIy 111141 rolnl of Cmupnlmd Curve 1'oinl pl Commencement Cool; a1 An11e . Anchne (element 01. on Guddm ClI Cho,.P 1)01.nce nl. 2» .00 a .a.emenl f II fa11 enl tIr,VU 11•1,0“.1 Gtodel.c Ye t Mc .l0.11.11 Pint 1'0 1'lIC I'r 0/S 0lhel l'ago 2 of 2 n n.d. Imo Il.d, 1 on./ n. d Way SIX Stt1 .n Scn Saw' nod SIP setfmr.p. Pnge Point nl Keven Cr.. 10.11.1 roiol 11 l eno.ncy WM Wot. • M.ly SWK Side tab Ubb , l Iv uenl Ill 285 N.L. 100th Street, Miami Shores, Florida LANNES AND GARCIA, INC: 1.13. ii 2090 Surveyors - Mappers -Land Planners 'BEALE SMI'T'II 15230 011lco Address: 359 Alcazar Avo, Coral Gables, Fl 33134 (305) 666-7909 • (954) 523.8663 I Uli/.Wtl BY OIIAWINC BO , // 152515 159634 SYSTEM MS09TW MS12TN MS15TN MS17TN MSHO9TW MSHI2TN MSH15TN MSH17TN MSHO9EW 1 MSH12EN I MSHI5EN Capacity Cooling 'Btu/h '1 8,500 12,600 14,600 16.100 8.800 12,900 14,600 16,200 8800 I 12,500 I 14,200 Capacity Heating 477 Biu/h '1, '3 10,500 13,500 14,800 17,200 10. 300 (13, 700 )112,500 (17,600)114,500 (19,600) Power Consumption Cooling W'1 840 1,130 1,400 1,600 890 1,310 1,380 1,580 890 j 1,260 1,430 Power Consumption Heating W '1 890 1,250 1.300 1,570 920 (1,920) 1 1,150 (2,650) 1,340 (2,840) E.E.R. Cooling 10.1 11.2 10.4 10.1 9.9 9.8 10.6 10.3 9.9 9.9 9.9 S.E.E.R. 10.2 11.3 10.5 10.2 10 10.2 10.7 10.4 10 i 10 10 H.S.P.F. - - - - 6.8 1 6.8 6.8 6.8 6.8 6.8 6.8 C.O.P. 47'F'1 - - - - 3.46 3.17 3.34 3.21 3.3 3.2 1 3.2 INDOOR UNIT MS09TW MS12TN MS15TN MS17TN MSHO9TW r MSH12TN 1 MSH15TN MSH17TN MSHO9EW I MSH12EN MSHI5EN External Finish White White Power Suppty V, Phase. Hz 115,1.60 115,1,60 , 115,1,60 115,1,60 .115,1.60 115,1,60 - 115.1,60 115,1,60 115.1,60 I 115,1.60 115,1,60 Max. Fuse Size (Time Delay) A 15 15 15 15 15 15 I 15 15 15 20 20 Min. Ampacity 0.5 1 0.6 I 0.6 0.7 0.5 0.6 0.6 0.7 12 I 17 17 Fan Motor F.L.A. 0.37 1 0.43 0.43 0.51 0.37 0.43 0.43 0.51 0.3 I 0.5 0.5 Auxiliary Heater Amps. (kW) - - - - - - I - - 8.7 (1.0) j 13.0 (1.5) 13.0 (1.5) Air1lowlo- Med -Hi 1 Dry CFM 191-237-289 360-395-452 360.395 -452 406-441-491 198-244-297 j 360.395 -452 360-395-452 406-441-491 175-200-260 1 280. 375.425 280-375-425 Airflow Lo-Med -Hi Wet CFM 138. 184-220 314-342-392 293-321-367 346-374-417 145. 187.233 311-339-388 293. 321.367 342. 371.413 150-175-230 j 265-355-405 265. 355.405 Moisture Removal Pints/h 2.3 3.2 4.7 5.1 2.3 3.3 i 4.7 5.1 2.9 I 3.4 4.4 Sound Level dB(A) Low -Med -High 26-31-36 36-39-42 i 36-39-42 40 -43 -45 26 -31 -36 36-39-42 36-39-42 40-43-45 43 I 48 48 Cond. Drain Connection 0.D. Inches 5/8 1 5/8 5/8 5/8 5/8 5/8 I 5/8 5/8 5/8 5/8 5/8 Indoor 1100 Width Inches 33-1/2 39.15/16 39-15/16 39-15/16 33-1/2 39.15/16 39 -15/16 I 39-15/16 31-1/8 1 39 -18 39-3/8 Indoor Unit Depth Inches 7-1/2 7-1/2 I 7-1/2 7-1/2 7-1/2 7 -1/2 7-1/2 7-1/2 5.3/8 7 7 Indoor Unit Height Inches 10 -15/16 12-5/8 12-5/8 12 -5/8 10 -15/16 12-5/8 12 -5/8 12-5/8 14-3/16 1 14-3/16 14.3/16 Weight Pounds 20 31 I 31 31 20 31 I 31 31 28 j 37.5 37.5 OUTDOOR UNIT MUO9TW MU12TN I MU15TN MU17TN MUHO9TW A MUHI2TN 1 MUHISTN MUH17TN MUH09EW 1 MUH12EN MUH15EN External Finish Munsell 5Y7/1 Munsell 5Y7 /1 j Munsell 5Y7/1 Munsef 5Y7 /1 Munsell 5Y7/1 Munsell 5Y7/1J Munsell 5Y7/1 Munsell 5Y7/1 Munsell 5Y6.5/11 Munsell 5Y6.5/1 Munsell 5Y6.5/1 Sound Level dB(A) 46.0 49.0 52.0 52.0 47.0 49.0 I 53.0 53.0 49.0 1 54.0 55.0 Power Supply V, Phase. Hz 115.1,60 208/230.1,60 208/230,1,60 208/230.1,60 115,1,60 208/230,1,60 1 208/230,1,60 208/230,1,60 115.1.60 1 208/230,1,60 208/230,1,60 Max. Fuse Size (Time Delay) A 15.0 15.0 20.0 20.0 20.0 1 15.0 20.0 20.0 20.0 1 15.0 20.0 Min. Ampacity 11.0 12.0 14.0 15.0 16.0 14.0 1 14.0 15.0 16.0 12.0 14.0 Fan Motor F.L.A. 0.6 0.42 i 0.52 0.52 0.6 0.42 I 0.52 0.75 0.7 i 0.5 0.5 Compressor Model (Type) RH130WGJT RH167NHDT RH2O7NHDT 082319907 RH140WGJT RH189NHDT I RH2O7NHDT RH231NHOT RH140WJ6 1 RH185NFL RH2O7NFL Compressor R.L.A. 7.8 9.0 I 10.0 11.0 12.0 10.0 10.0 11.0 12.0 I 8.0 10.0 Compressor L.R.A. 41.0 1 29.0 I 35.0 38.0 42.0 1 35.0 35.0 38.0 42.0 ' , 30.0 35.0 Refrigerant Control Capillary Tube Capillary Tube Defrost Method . - - 1 - - Reverse Cycle Reverse Cycle Outdoor Unit Width Inches 30 -3/4 r30.-, •. 16 33-7/16 30-3/4 I 30-3/4 I 33 -7/16 34-1/4 30-11/16 1 33-1/2 33-1/2 Outdoor Unit Depth Inches ° 1 1 1 6 -.1 1 i 6 I 7' /16 11.7/16 10.1/16 1 10-1/16 11.7/16 1 11 -5/8 10.1/16 1 11.7/16 11.7/16 Outdoor Unit Height Inches .• "- 21.1/4 2 i k: " 3/16 23.13/16 21.1/4 21.1/4 1 23.13/16 33 -1/2 21.1/4 23.7/8 23.7/8 Weight Pounds 7 ; a • 4 " - 0 97.0 82.0 j 86.0 99.0 128.0 80.0 1 106.0 . Wireless Type 106.0 Remote Controller we! Wireless Type Control Voltage (By Built -In Transformer) „ C ' ' 4 V , 1 • 'z I 12VDC 12VDC I 12VDC j 12VDC I 12VDC 12V0C 1 12VDC 12VDC Refrigerant Piping Size (Liquid x Gas) Inches 1 ' x 4 Y ' 1/4 x 1 1/4 x 5/8 1/4 x 3/8 It, 1/4 x 12 1/4 x 5/8 1 1/4 x 5:8 1/4 x 31 , 1/40 5/8 1/4 x 5/8 Between Indoor 8 Outdoor Max ROT (Height x Length) Ft 25 . 25 x ' :{ 25 x 49 25049 I 25 x49 25049 I 25 x49 25 x49 1 25 x49 I 25 x 49 SPECIFICATIONS MS /MSH /MSH -E WALL -MOUNT AIR CONDITIONERS '1,'2,'3 See page 27 for rating condit on? "L1MttTED WARRANTY 6-year warranty on compressor. I -year warranty on parts. 09 1 Mitsubishi - Ductless Air- Conditioners & Heat Pumps - M -Series - Canada AMITSUBISHI ELECTRIC Products & Services ISEARCH 'Heating, Ventilation & Air Conditioning) Mr. Slim Residential Solutions Product Features MSH Models MS Models MSM Models Commercial Solutions Controllers & Options How Ductless Works Choosing the Right System Ventilation Solutions Installation Examples Where To Buy City Multi diamondAlR Locate a Distributor Distributor Info Centre http:// www. mitsubishielectric .calhvac /A01- 02M01.html Home Contact Us Site Map Global Site U.SUn M- Series MSH Models Residential & Light Commercial Wall Mounted Heat Pumps The MSH heat pump models provide considerable cooling and heating from a compact, stylish wall- mounted design which blends into any environment. The slim design of these ductless units allow them to be easily installed above windows, doorways or high up on walls. Unlike window or hotel -type units which require open windows or large holes for installation, these systems only require a 10 cm hole in the wall or ceiling which makes them easier to install and much more secure. ® M- Series Features 0 Product Brochure (PDF 1.5mb) Product Highlights Systems Capacity BTU/hr Power Wall Mounted MSH Models (Cooling & Heating) Cooling *1 Heating*1 Cooling'1 MSHO9TW 8,800 10,500 890 MSHI2TN 12,900 13,500 1,310 MSHI5TN 14,600 14,800 1,380 MSHI7TN 16,200 17,200 1,580 Page 1 of 3 10/21/2004 Mitsubishi - Ductless Air- Conditioners & Heat Pumps - M -Series - Canada Consumption W EER SEER HSPF COP Indoor Unit Extemal Finish Power Supply Max. Fuse size Min. Ampacity Fan Motor Airflow Hi -Lo Moisture Removal Sound Pressure Level Hi -Lo Cond. Drain Connection Indoor Unit Outdoor Unit Extemal Finish Sound Pressure Level Power Supply Max. Fuse size Min. Ampacity Fan Motor Compressor Heating *1 Cooling Heating *1 V, phase, Hz (time delay) A F.L.A. Dry CFM Wet CFM Pints/h dB(A) Low -Med- High OD in. Width- inches Depth- inches Height- inches Weight -Ibs. dB(A) V, phase, Hz (time delay) A F.L.A. Model (type) R.L.A. L.R.A. http:// www. mitsubishielectric .ca/hvac /A01- 02M01.html 890 1,250 1,300 1,570 9.9 9.8 10.6 10.3 10 10.2 10.7 10.4 6.8 6.8 6.8 6.8 3.5 3.2 3.3 3.2 MSH09TW MSHI2TN MSHI5TN MSHI7TN White 115,1,60 15 15 15 15 0.5 0.6 0.6 0.7 0.37 0.43 0.43 0.51 210 - 265 -330 360 -395- 360 -395- 406 -441- 452 452 491 175- 225 -280 311 -339- 293 -321- 342 -371- 388 367 413 2.3 3.3 4.7 5.1 26 -31 -36 36 -39-42 36 -39-42 40 -43-45 5/8 33 -1/2 39 -15/16 39 -15/16 39 -15/16 7 -1/2 7 -1/2 7 -1/2 7 -1/2 10 -15/16 10 -15/16 10 -15/16 10 -15/16 20 31 31 31 MUHO9TW MUHI2TN MUHI5TN MUHI7TN Munsell 5Y 6.5/1 49 53 53 53 115,1,60 230,1,60 230,1,60 230,1,60 20 15 20 20 16 14 14 15 0.6 0.42 0.52 0.75 RH140WGJT RH189NHDT RH2O7NHDT RH231NHDT 12 10.0 10.0 11.0 42.0 35.0 35.0 38.0 Page 2 of 3 10/21/2004 Mitsubishi - Ductless Air- Conditioners & Heat Pumps - M -Series - Canada Refrigerant Control Defrost method Outdoor Unit Remote Controller Width- inches Depth - inches Height - inches Weight - Ibs Control Voltage (by built -in transformer) Refrigerant piping size Between indoor & outdoor Specifications are subject to change without notice. More Choices Cooling & Heating Wall Mounted Cooling Only Wall Mounted, Wall Mounted -Multi Additional Information http:// www. mitsubishielectric .ca/hvac /A01- 02M01.html 30 -3/4 10 -1/16 21 -1/4 82 Capillary tube Reverse Cycle 30 -3/4 10 -1/16 21 -1/4 86 33 -7/16 11 -7/16 23 -13/16 99 34-1/4 11 -5/8 33-1/2 128 Wireless type DC 12V 1/4 x 3/8 1/4 x 1/2 1/4 x 5/8 1/4 x 5/8 Max piping height x length (ft.) 25 x49 *1 Rating conditions (cooling): Indoor. 80fF DB, 67fF WB, Outdoor: 95fF DB, 75fF WB, (heating) - indoor: 70fF DB, 60fF WB, Outdoor: 47fF DB, 43fF WB Rating conditions (heating): Indoor: 70fF DB, 60fF WB, Outdoor: 17fF DB, 15fF WB Note: Heating capacity and power consumption in () include auxiliary electric heater operation at 208/230v. Figures in parentheses include auxiliary heat. For 208 volt applications, refer to Technical And Service Manual for ratings. For more information on our Mr. Slim product line, please contact your local distributor. Privacy Legal 1 © 2004 Mitsubishi Electric Sales Canada Inc. All rights reserved. Page 3 of 3 10/21/2004 MITSUBISHI ELECTRIC Changes for the Better Single And Multiple Ductless Systems Wall Mounted 1 MITSUBISHI ELECTRIC QUALITY Our Commitment To Supply The Best Air - Conditioning and Heat Pump Systems In Canada itsubishi leetric Ratliff 64 U - TY PE AIR MD HEAT PV► �1 MITSUBISHI ELECTRIC uality umi u i Residential and Light Commercial Solutions Your First Choice Mitsubishi Electric Quality, or MEQ for short, means many things. It marks 70 years of excellence in technology, design and production. It represents the highest standard of comfort, efficiency and durability. Quite simply, it spells the best air - conditioners you can buy today. Mitsubishi Electric is the pioneer of quality ductless split air - conditioners and heat pumps. For this reason our products are often imitated but never equaled. Ductless air - conditioning units make it easy to air - condition homes that do not have central duct work. This makes our ductless systems the ideal solution for cooling your home, cottage or condo. Their whisper quiet operation and stylish compact design make them the first choice for bedrooms, studies, living rooms and kitchens. Our ductless systems are available in five sizes; 9000, 12000, 15000, 17000 and 24000 BTU, offering the widest selection in the industry. Make a Mitsubishi Electric ductless split system your first choice for your residential or light commercial application and enjoy the comfort and true quality that only Mitsubishi Electric can offer. Whisper Quiet Operation Mitsubishi Electric ductless systems are the quietest in the industry. This quiet operation is accomplished by increasing the indoor unit's blower diameter thereby decreasing the rotational speed (rpm). This ensures higher airflow (cfm) with Tess noise. We engineered the indoor blower with unevenly pitched vanes to make it even quieter. The dual - vane system acts to decrease air resistance for a more uniform airflow. Split - ductless systems consists of two units; the indoor unit(s) and outdoor condensing unit. As a result you don't hear the compressor cycle on and off or the noise associated with central ducted systems or window units. Unevenly pitched vanes to make it even quieter. Other manufacturers have a small diameter blower that needs to run at higher rotational speed causing noisier operation. Mitsubishi Electric has a large diameter blower that can run at a lower rotational speed with increased air volume generating much less noise. Advanced Filtration The optional Activated Carbon filter absorbs smoke and odours while the optional deodorizing filter refreshes the air. Maximum Air Throw Mitsubishi Electric offers the maximum air throw so that cooling can reach all parts of the room. This is an extremely important consideration when you are purchasing a ductless split air- conditioning unit. Easy Control At Your Finger Tips On/Off Mode Selection I Feel: This mode adjusts the temperature to make you feel comfortable LCD Display: Liquid crystal display COOT: Gently cools and dehumidifies In Summer when the outdoor temperature Is wane and humid Fan Only: Operates In fan only mode to filter Indoor air when heating or coding Is not needed Dry Mode: Extracts moisture from the room during milder humid days when cooling Is not required Heat Mode: (Heat pump models Only) Warms the air more cost effectively In the spring and fall (when the temperature is mild) than most other heating systems at' "I Feel "Control: Too warm or too cool / temperature control Fan Speed Control: Controls the fan mode and speed Timer: Microprocessor controlled start/stop timer Vane Control: Controls the air distribution rnodes for optimum efficiency Self Diagnostics Function: This advanced electronic function will point out the exact cause of malfunction In the very unlikely event of (allure. This will speed up the time to get your unit functional again saving time and money Auto Restart: This feature automatically resets the unit to the same settings prior to the power failure Sleep Mode: Our competitors include this function to enable quieter operation when sleeping. It reduces the noise level by decreasing the fan speed. Mitsubishi Electric fan operation at low speed Is quieter than the sleep mode thus eliminating the need for this function Intelligent Air Direction Control The intelligent air direction control can be adjusted by the touch of a button from the comfort of your chair. Lots SPLIT • TIRE AM CONDITIONERS AND FEAT PLOPS MITSUBISHI ELECTRIC Easy Installation The term ductless simply means no duct work involved. Our indoor and outdoor units are easily connected by refrigerant lines running through a small 10cm opening in the wall or ceiling. Installation is as simple as mounting the indoor and outdoor units, connecting the refrigerant lines, and making a few electrical connections Superior Quality + After Sales Service Mitsubishi Electric offers more than its superior quality. Our competent distributor network, strong service support and unmatched parts availability will give you the peace of mind that you deserve. itsubishi lectric wilily >Modl MSO9IW MS121N MS157N M5171N MS24WN >OD:Ung ava:11y 8500 12.600 14.600 16.100 22.800 SEER 102 112 105 10.2 105 EER 10.1 113 10.4 10.1 105 >Incbor Unit (Wx D x11) mm 851x 191x 278 1014x 191x 321 1014x 191x 321 1014x 191x 321 1133x 227x 325 (WxO xH)In 33.1/2x 7•1/2x 10.15/16 39 -15/16x 7 - 1/2x 12-5/8 39-15/16x 7.1/2x 12-5/8 39.15/16x 7.1 /2x 125 43-5/16x 8-15/16x 12 -13/16 W6gl4 kg 9.1 14.1 14.1 14.1 18.1 Wdghi lb 20 31 31 31 40 >MastlaeRerrod pt/h 2.3 32 4.7 5.1 7b >AIr Haw Cool Dry >Sou dLe+d rb(A) Lay - Mal • HIM 166. 219 -272 36039 5-452 360395.452 406-441-491 402- 484 -565 >Sandae+a d A) 115,1,60 115,1,60 115,1,60 >Outdda Unit (WxDxH)mm 780x255x540 Lay - Mel -High 26-31-36 36 -39 -42 36 -39-42 404345 39 -43-47 >Paya Su(_4 y 115,1.60 115.1.60 115.1.60 1151.60 1151.60 >Cutara Unit (WxO x111mm 780x 255x540 781 x 256x540 849x 291x605 849x291x605 870x295x851 (WxD xH)In 30-23/32x101 /32x21.1/4 30/4x101/ 6x21.1/4 33-7/16x11- 7/16x23.13/16 33- 7/16x11- 7/16x23 -13/16 34-1/4x 11-5/8x 33-1/2 Wdgtkg 322 38.1 41.7 44.0 68.9 Wdatt lb 71 84 92 97 152 >PlpeQxuredlms 1/4 -3/8 1/4 -1/2 I/4 -5/8 1/4 -5/8 3/8 -5/8 >Paya Supply 1151.60 208/2 30 1.60 225/230. 1.60 205/230.1. 208/233 >MOdd MSHO9TW MSH121N MSH15TN MSH17IN >ChaingO:p dty 8.500 12900 14,603 16,200 >HedingQ.paity 10,500 13500 14.800 17,200 SEER 9.9 8.9 10.6 10.3 EER 104) 10.2 10.7 10.4 >Indbxr Unit (1/1/xDxH)mm 251x191x278 1014x191x321 1014x191x32I 1014x191x321 (WxDx14)In 33- 1/2x7 - 1/2x10 -15/16 39. 15/16x7 - 1/2x125/8 39- 15/16x7 - 1/2x12.5/8 39-15116x 7-1/2x 12-5/8 Wdg1t kg 9.1 14.1 14.1 14.1 Weight lb 20 31 31 31 >Mdsture Rarv+d pt /h 2.3 33 4.7 5.1 >Air Hay m/i Wel law - Med - HISS 173-226- 279 360-395-452 360-395-452 406- 441.491 >Sou dLe+d rb(A) Low - Med -HIgh 26-31-36 36-39-42 36- 39-42 40-43-45 >Power Sicily 115,1.60 115,1,60 115,1,60 115,1,60 >Outdda Unit (WxDxH)mm 780x255x540 780x255x540 849x291x605 876x295x851 (Wx1) 5H)In 30-23/32x 10-1/32x 21-1/4 30 23/32x101/32x21 - 1/4 33-7/ 16x11. 7/16x23.13/16 34-1/2x115/8 Weight kg 37.2 39 44.9 58.1 Weigh lb 82 86 99 128 >P1pelaruredions 1/4-3/8 1/4 -1/2 1/4-5/8 1/4 -5/8 >Pcwei Supply 115,1,60 208/ 230,1.60 204/230.1,60 208/230,1,60 The Most Complete Line -Up Available Single Systems (Cooling Only) A LCD Remote Control A Dry, Cool, Fan Only, De- humidification A. Auto Restart After Power Failure .1.24 Hour Timer A Washable Filter J. Optional Air Purifying Filter A Optional Air Deodorizing Filter AAuto Fan Speed Control Al Feel "Too Warm or Too Cool Control" A Refrigerant Pre -charged A.1 Year Limited Parts Warranty A 6 Year Compressor Warranty inr.SUIDI OW • TPI1 MN GM:IMPEND Me ION MO. WR1SU86M ELECTRIC Itsublshi lectrie unlit. Single Systems (Heat Pump) A LCD Remote Control A Dry, Cool, Heat, Fan Only, De- humidification AAuto Restart After Power Failure J.24 Hour Timer A Washable Filter A Optional Air Purifying Filter A Optional Air Deodorizing Filter A Auto Fan Speed Control A I Feel "'Too Warm or Too Cool Control A Refrigerant Pre - charged J.1 Year Limited Parts Warranty A6 Year Compressor Warranty MAIM � YR8UBISHI ELECTRIC Ilsubisbi Irrlric rink 9000 Btu 12000 Btu 15000 Btu 17000 Btu 9000 Btu + 9000Btu 9000 Btu + 12000 Btu 9000 Btu + 15000 Btu 9000 Btu + 17000 Btu 12000 Btu + 12000 Btu 9000 Btu + 9000 Btu + 9000 Btu 9000 Btu + 9000 Btu +12000 Btu Model 14x230TN2 MSM18NW >CoolIngQpaity MSH15TN 8,400x 2 SEER 28,400 28,600 110 11.0 100 EER 144170 14,800 10.6 10.7 9 .9 > Indoor Unit 851x191x278 33-1/2x 7-1/2x 10-15/16 9.1 20 (Ws DxH)mn 814x183x275 (WxOxH)in 32- 1/16x7 - 3/16x10.13/16 Weight kg 2.3 82 Weight lb 5.1 18 >MoistureRenwd pt /I 173-226-279 23 >Air How Cool Wet 406-441 -491 >SondLem, cb(A) Low -Med -High Law - Med - High 208- 265 -328 >SamdLevd d1(A) ' 36 -39 -42 43 -43.45 La++ - MEd- High 31-37-42 >Pava Supply 115.1.60 115,1,60 >C tdoor Unit WO 2400x 900 35 -7/16x 12- 19/32x35 -7/16 79.8 176 (Ws DxH)nrn 851x291x606 (WxD x H) 1n 33-1/2x 11.7 /16x 23-7/8 Weight kg 553 Weight lb >PoNaSupply • 122 >P1pe(Ar nedians 1/4.3/8 >Power Supply 115,1,60 >Madel 14x230TN2 MSH09TW NSH121N MSH15TN MSH17TN >QhdIng Qpcdty >HedingCpoity SEER EER 28,400 28,600 110 11.0 8,500 10,500 9.9 100 12903 13,503 8.9 102 144170 14,800 10.6 10.7 16,200 17,200 10.3 10.4 Ind > oa Unit (WxDxH)tnn (Wx0xH)In Weight kg Weight lb 851x191x278 33-1/2x 7-1/2x 10-15/16 9.1 20 1014x191x321 39- 15/16x7 -1 /2x12 -5/8 14.1 31 1014x191x321 39. 15/16x7- 1/2x125/8 14.1 31 1014x191x321 39- 15/16x7. 112x12 -5/8 14.1 31 >MoistureRonwd pt /h 2.3 33 4.7 5.1 >Nr Flo,' Qxil Wet Low - M60-High 173-226-279 360-395-452 360. 395.452 406-441 -491 >SondLem, cb(A) Low -Med -High 26-31 -36 36.39.42 36 -39 -42 43 -43.45 >Powa Supply 115,1,60 115,1.60 115.1.60 115,1.60 >CRdoa Unit (Ws D x H) nm (Wx0 xH)In Weight kg Weight lb WO 2400x 900 35 -7/16x 12- 19/32x35 -7/16 79.8 176 >Pipehne:Nons Qx 1/4- 1/2 3/8 >PoNaSupply • 208/230.1,60 The Most Complete Line -Up Available Dual System (Cooling Only) Triple Inverter System (Cooling or Heat Pump Operation) The most comfortable zone control imaginable, providing customized temperature control for each room in your home. No more 'too warm' or 'too cool' areas. Save up to 30% on Hydro when compared to Central Air - Conditioning systems, due to the inverter controlled compressor. UN Int A Individual Comfort Control For Two Different Zones A Tllro LCD Remote Controls A Dry, Cool, Fan Only, De- humidification 24 Hour AAuto Restart After Power Failure Washable Filter 030100301000 ATimer , m ,, A Optional Air Purifying Filter A Optional Air Deodorizing Filter AAuto Fan Speed Control tLtsbicld A I Feet "Too Warm Or Too Cool Control" left ^ `' A Refrigerant Pre-charged uality A 1 Year Limited Parts Warranty A 6 Year Compressor Warranty ICTOUa181e ELECTRIC A Variable Speed (Inverter) Controlled Compressor A Outdoor unit Automatically matches indoor unit Capacity A Install one indoor unit and ad more for other areas over time A Individual Comfort Control For One, Two Or Three Different Zones A One, Two, Or Three LCD Remote Controls A Dry, Cool Heat, Fan Only, De- humidification A Auto Restart After Power Failure A 24 Hour Timer A Washable Filter MITSUBISHI ELECTRIC A Optional Air Purifying Filter A Optional Air Deodorizing Filter A Auto Fan Speed Control A I Feel "Too Warm Or Too Cool Control" A Refrigerant Pre-charged A 1 Year Limited Parts Warranty A 6 Year Compressor Warranty NM • 010 01 03E10000 MO .041 REAM iunb144 ectric natty Indoor Unit Combinations: Connect indoor units to one outdoor unit in any at the following combinations. I II MITSUBISHI ELECTRIC Don't accept anything but the best, itsubishi lectric Distributed in your area by: Due to Mitsubishi Electric's commitment to continuous Improvement, Mitsubishi Electric reserves the right to discontinue, or change at any time, specifications or designs without notice or without incurring obligations. Mitsubishi Electric Sales Canada Inc. 4299 14th Avenue Markham, Ontario,L3R 0J2 www.MrSlim.ca MITSUBISHI ELECTRIC PRODUCTS ARE DISTRIBUTED IN CANADA BY... B.C. & Yukon Alberta & N.W.T. Saskatchewan: Manitoba & N.W. Ont. South -West Ontario: South & East Ontario: Central / North Ontario: Quebec / Maritimes: D -B Equipment (604) 251 -5336 Klass Mechanical (403) 286 -7467 Electro Environ. (306) 522 -3700 Betco (204) 697 -4344 Baymar Supply (519) 974 -5800 Mits Air Cond. (905) 564 -2221 Rymac Sales (705) 722 -3200 Enertrak Inc. (450) 973- 2000 Head office: 4299 -14th Avenue, Markham, Ontario L3R 0J2. Internet: www.mltsubishlelectric.ca clifford_cox@telus.net kevink @kmsalesltd.com Iyonsj @sasktel.net info @betco.ca baymar @mnsi.net info @mitsair.com rymac @barint.ont.ca info @enertrak.com ;Eib Eir uality © 2004 Mitsubishi Electric Sales Canada Inc. B4. MAP AND PANEL NUMBER 12025C0093 B5. SUFFIX J B6. FIRM INDEX DATE 7 -17 -95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3- 02 -94 88. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) Not Available Crown of Rd. = 10 .44 F or . Insurance Company.Use: Policy Number. Company NAIC Number, BUILDING OWNER'S NAME Bourne BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 285 N.E. 100th Street CITY Miami Shores. PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non- residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE /LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##" or ##.##fit# ° ) B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Miami Shores / 120652 B2. COUNTY NAME Miami -Dade B3. STATE Florida B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1 -1 FIS Profile I FIRM 1_1 Community Determined 1 -1 Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: P I NGVD 1929 1_1 NAVD 1988 1 -1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1 1 Yes Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_IConstruction Drawings* 1_IBuilding Under Construction* 1,L1Finished Construction *A new Elevation Certificate w)l be required when construction of the building is complete. C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR /AE, AR /A1 -A30, AR /AH, AR /AO Complete Items C3.a -i below according to the it i ;;.jdiagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, n � atum to that used for the BFE. Show field measurements and datum conversion otr calculation. Use the space provided :a, area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Convertion I Elevation reference mark used 01 (I - Does the elevation reference mark used appear on the FIRM? O a) Top of bottom floor (including basiet1 e) • 10. 00 ft.(a'r) 3 ft.(m) O c) Bottom of lowest horizon'tA stru‘ O d) Attached garage (top of slab) O e) Lowest elevation of machine r equipment servicing the building (Describe in a Comments area.) A/C 10. 59 flop') ❑ f) Lowest adjacent (finished) grade (LAG) ❑ g) Highest adjacent (finished) grade (HAG) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 17 ❑ i) Total area of all permanent openings (flood vents) in C3.h 2203 ± sq. in. (xr. c; c) This certification is to'be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that .The information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. t understand that any also statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIF S�KfAf�4 .; LICENSE t�1 BER TITLE BOFESSIONAL SURVEYOR & MAPPER ADDRESS 359 Alcazar Avenue, SIGNATURE �FEMA Forrr 81 -31, January 2003 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION .CERTIFICATE Important: Read the Instructions'on pages 1-7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: 1_1 NAD 1927 1_1 NAD 1983 STATE Florida SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION ones only) N /At SOURCE: 1_1 GPS (Type): 1 — USGS Quad Map 1_1 Other ft.(m) 10. 29 ft" 1 0. 0 ft.(t ) 10.6 ft.(,w) cn NM 00 a E W G1 � Em m c U) N J SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION O.M.B. No. 3067 -0077 Expires December 31, 2005 152515/159634 ZIP CODE 1X1 No 1___1 Yes No COMPANY NAME LANNES AND GARCIA, INC. CITY STATE ZIP CODE Coral Gables, Florida 33134 DATE TELEPHONE /,? -- - - 42c2 t ( 305) 666 -7909 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 285 N.E. 100th Street CITY M Shores, ADDRESS SIGNATURE COMMENTS J G4. PERMIT NUMBER LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS - F_MA Form 81 -31, J ?—ary 2003 V1nrirla For Insurance Company Use: Policy Number 4 4 Company NAIC Number (STATE • ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El. through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is II I ft• (m) 1_1_1 in. (cm) I_I above or I —I below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I -I - I ft. (m) I I lin. (cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. The top of the platform of machinery and /or equipment servicing the building is I_I_I ft. (m) I_I_I in. (cm) 1_1 above or 1_I below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I I Yes 1 I No 11 Unknown. The local official must certify this information in Section G. _ - - SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION ' "� pa: .1 l��'.i, i ( . ..I �.i',. '::::1. �IV::i: / 1, �c .: .��, '1, . C3 ) _.. 1: (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CITY STATE ZIP CODE DATE TELEPHONE G7. This permit has been issued for II New Construction I Substantia Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: TITLE TELEPHONE DATE 1 1 Check here if attachments II Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. II The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.1 I A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. II The following information (Items G4 -G9) is provided for community floodplain management purposes. • G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED ft. (m) Datum: . ft. (m) Datum: I —I Check here if attachments Pc e!' ;'°c PROJECT NAME: AND ADDRESS: r3oueve. (Les10 BUILDER: 7 65 u E 100 ii STCE£r PERMITTING OFFICE: H1 % SN012e.5 CLIMATE ZONE: 7 8 x9 V\ t A.N \ SNa ,,, ES / FLA. OWNER: '\R. & Mes, (30J9-tjG PERMIT NO. JURISDICTION NO.: 2_3 26 0 0 r �' • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM b -01 Residential Limited Applivatibrls Prescriptive Method C SOUTH 7 8 9 Small Additions, Renovations & Building Systems Corrhpliarhce with Method C of Chapter 6 of the Fbrida Energy Efficiency Code maybe demonstrated by the use of Form 630C-01 for additions of 600 square feet or less, site- installed components of manufactured homes, and ;MALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescripts a requirements in Tables 6C-1,6C-2 and 6C -3 apply only to the components of the addition. not to the existing bulking. Space heating, coding, and water healing egtiprnent effcierxy levels must be met only when equipments installed specifically to serve the addition or is being installed in conjunction with the add6on constnrcoon. Components separating urtonddoned spaces from conditioned spaces must meet the prescnbed rrinirrxm insulation teves. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the btildrhg). Prescriptive requirements in Tables 6C-1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HCMES AND BUILDINGS. Only site - installed components and features are covered by tcn BUILDING SYSTEMS Ccrry whencmpletenewsystemisirstalled. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft) 5. Predominant eave overhang (ft) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R -valu c. Marriage Walls of Multiple Units* 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- 11. Cooling system* (Types: central, room unit, packa 12. Heating system *: (Types: heat pump, elec. strip. natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System *: a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage walls adequately sealed* (Yes /No) 14. Hot water system:. (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site installed components. I hereby certify tha' t e.. specifications covered by the calculation are in compliance with the ode. PREPARED BY: DATE: I hereby certify tha 's building is i compliance with the Florida Energy OWNER AGENT: DATE FLORIDA BUILDING CODE - BUILDING DATE: 1. P+Qt711 2. St G c,� 3. 4. .G O 5. t. 5 FT Single Pane Double Pane 6a. 6b. (0G 7. 1 3 sq. ft. sq. ft. sq. ft. sq. ft. 8a. R= t C lin. ft. 8b. R= sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= sq. ft. 9a -1 R= 5 862 sq. ft. 9a -2 R= sq. ft. 9b -1 9b -2 9c R= R= 10a. R= 30 10b. R= sq. ft sq. ft. SOB sq. ft. sq. ft. 11. Type: P\00t SPLIT SEER /EER: (0. Z O 12. Type: NfP 1' R.PrnP HSPF /COP /AFUE: '3 • 4 "(O 13a. y5 13b. N iA 14. Type: a<\S1t EF: Review of plans and specifications covered by his calculation indicates compliance with the Fionda Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Sec:ion 553.908. F.S. BUILDING OFFICIAL: 13.205 EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY Central A/C - Split SEER = 10.0 SEER = ING -Single Pkg. SEER = 9.7 SEER = Room unit or PTAC EER = 8.5' SEER = (0 .• Electric Resistance ANY Heat pump - Split HSPF = 6.8 HSPF = - Single Pkg. HSPF = 6.6 HSPF = iEA Room unit or PTHP COP = 2.7' HSPF/ = 3,146 COP Gas, natural or propane AFUE = .78 AFUE = Fuel Oil AFUE = .78 AFUE _ 110T WATER Electric Resistance EF = .88 EF = Gas; Natural or L.P. EF = .54 EF = EKI$i r Fuel Oil EF = .54 EF = y 6C MINIMUM INSULATION COMPONENT INSULATION INSTALLED Concrete Block R-5 •••• .. Frame, 2' x 4' R-11 Frame, 2' x 6' R-19 Common, Frame R-11 Common, Masonry R -3 Under Attic R -30 . • . Single Assembly; Enclosed Frame R-19 Metal Pans R -13 Single Assembly; Open R-10 Common, Frame R -11 Slab -on -grade No Minimum I,.- /O. Raised Wood R-11 Raised Concrete R -5 Common, Frame R -11 In unconditioned space R -6 � - Co In conditioned space No minimum TI Lir Ilona' .... ^' r 15h .ic: s a,.i••;�:.:n;nVt. ,rtrtc:^! . zt rear ?fP� »: a >, _ .?Le0.v.:..,':: *,tw •,ra ittWaYtttiav .fi�i.5;7LY:;:1K .°,'r 4 4,1 ..� E. Climate Zones 7 8 9 r r • • TAFI F -1 • PRESCRIPTIVE REOUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE•INSTALLED COMPONENTS OF MANUFACTURED HOMES. See Taoie 6.3. 6- TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY c7 Installed % = 13 Maximum oercentaae alass to floor area allowed is selected by Noe. overhang lenoth, and solar heat oain coefficient. Maximum% = 3 GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 50% Single nH - SHGC 1•- .87 0%.75 UP TO 20% Double OH - SHGC, 0 "- .78 Single (1H - SHGC; 2'- .87 1'- .75 0 .57 UP TO 30% Double Single UP TO 40% CIH - SHGn 3'- .87 2'- .75 1'•.57 0'- .39 Double (3H - SHGC: 2'- .78 1"•.61 0- .44 Single Double OH - SHGC 4'- .87 3 "- .75 2'- .57 1' .39 0'- 30 ()H -SHrC: 1 " -.78 0'- .61 OH - SHGC 3'- .78 2'- .61 1'- .44 0'- .35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75... TABLE 6C -3) MINIMUM REOUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION Exterior Joints & Cracks Exterior Windows & Doors Sole & Top Plates Recessed Lighting Multi -story Houses Exhaust Fans Combustion Heating Water Heaters Swimming Pools & Spas HVAC Duct Construction, Insulation & Installation HVAC Controls 606.1 606.1 Max. 0.3 cfm /sq.ft. window area; .5 cfm /sg.ft. door area. 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. 606.1 Type IC rated with no penetrations (two alternatives allowed). 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be orovided. External or built -in heat trap required for venicat pipe risers. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Insulation is reouired for hot water circulatina systems (including heat recovery units). Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts. fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. 606.1 606.1 612.1 612.1 Hot Water Pipes 612.1 Shower Heads 612.1 610.1 607.1 REQUIREMENTS CHECK To be caulked. qasketed, weather- stripped or otherwise sealed. N�A 0 1A NIA PlA N(A NIA alA Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: . On Table €C -1 indicate the R -value of the insulation being added 0 each component and the efficiency levels of the equipment being installed. All R- values and effciertdes installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be leh blank. 2. ADDITIONS ONLY. Determine to percentage of new glass to condibor ed floor area in the addition as follows. Total me areas of al glass windows, s[dmg glass doors and glass door panels. Double the area of at narvertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the add000n, an amount equal to the total area of this glass may be subtracted hom the total glass area. Divide the adjusted glass area total by the conditioned foot area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your cal:dated percentage falls an Table SC -2. Ptescriptives are given by the type of Bass (Single or Double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is spedlied. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addtion do not have to comply with the overhang and soar heat gain coefficient requirements on Table 6C -2. AB new glass in the additonmust meet the requirerrent for are of the options in the glass percentage category you indicated. The overhang (OH) dsance is measured perpendicularly from the lace of the pass 0 a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the lollovir g requirements.. .Any glass type and sdar heat gain coefficient may be used for glass areas which are under al least a two foot overhang and wage lowest edge does not extend further than 8 Ieet horn the overhang. Glass areas being renovated thal do not meet this critena must be either single-pane tinted. double -pane dear or double -pane anted. 0. BUILDING SYSTEMS. Comply when new system is installed Ice system installed. 5. Complete the information requested on the top hall of page 1. 6. Read 'Minimum Requirements for Small Additions and Renovations'. Table 5C-3, and check all applicable items. 7. Read, sign and date the'OwneriAgenr cerri6cadon statement on page 1. 13.206 FLORIDA BUILDING CODE - BUILDING • 1 SPACE W.& (A (✓ I'j - NO. I HOURS OF OPERATION EXPOSURE 512E X 1 [. _ (� (J („ L� ) 50. FT. X = • I CU. FT.I ESTIMATE FOR TOTAL I TIME PEAK LOAN LOCAL TIME SUN TIME ITEM AREA OR I OUANTITY SUN GAIN OR ( TEMP, DIFF. l FACTOR BTU /HOUR COND. WIND M /H, o we %RH DP GR /LB. t I , SOLAR GAIN -GLASS 0 GLA55 SO 50. FT. x X `, 04 E R9 OUTDOOR ROOM X X X 6 GLASS g 50. FT, X 2 -7, X 1.13A 2 DIFF. X X. X X X X X X X X X X w GLA$S 8 50. FT. X 10 2, 7 x (L, ..I .. VENT(— LATION OUTDOOR AIR PEOPLE X CFM /PERSON= GLASS 50, FT. X X SKYLIGHT 50. FT. X X 50. FT.X CFM /SO. FT - \) SOLAR AND TRANS. GAIN -WALLS AND ROOF L WALL t 1O SO. FT. X (`^ ( ( X 0 , 2 36 J ��' /// CFM INFILTRATION 4 REVOLVING DOORS PEOPLE X CFM /PEP SON. 1, WALL 2- C '/ - 5O. FT. X '�L I X f1 , 7 n f 1 ‘ ( �J� 3 , INFIL— D TION N OPEN DOORS DOORS X CFM /DOOR — WALL C�- ? 50, FT, X I, I X �, c 2 � � e.... EXHAUST FAN r L v 5 WALL 50, FT. X �, g X C::) CRACK FEET X CFM /DOOR — ROOF— SUNZ:38. 50. FT. X 14 I3 X O f1.5 6 R 1 CFM INFILTRATION0 CFM OUTDOOR AIR TNRU APPARATUS CFM ROOF — SHADED— 50, FT. X X TRANS. GAIN- EXCEPT WALL AND ROOF . ALL GLASS 50. FT, X X SU FM Y SUPPLY AIR QUANTITY ROOM SENS. HEAT _ CFM PARTITION 50. FT. X X SA 1.08 X F DESIRED DIFF. "FM CFM — CFM CEILING 50. FT. X X BY PAS 5 ( C BA FLOOR So. FT. x x HEATING LOAD INFILTRATION CFM X X 1.08 CONDITIONS D 8 WIND VEL, MI LES HR, DEGREE DAYS INTERNAL HEAT ^ ..._.-- PEOPLE # PEOPLE X [JS T ( O 1 OUTS E Z 01 NS D DIFFERENCE X X X X X X X X X X X X POWER HP OR KWX LIGHTS 23 WATTS X 3,4 X ,/ -/ 7 'j / 1 I AREA OR QUANTITY TEMP, DIFF. FAC. BTU /HOUR APPLIANCES, ETC, X ITEM ^ � �� ADDITIONAL HEAT GAINS ''�L ( f PI I y/ V /, `-� .\ V '3 TRANSMISSION LOSS SUB TOTAL ALL GLASS 50. FT. STORAGE SO, FT. X X (— ) PARTITION 50. FT. SUB TOTAL NET WALL 5O. FT. SAFETY FACTOR ROOF SO, FT. I— ROOM SENSIBLE HEAT 9 31 FL. SUPPLY SUPPLY DUCT DUCT FAN H.P. EAT GAIN %+ LEAK LOSS % + H., , FL. ABOVE GR, 50. FT, INFIL. CFM OUTDOOR AIR CFM X F X BF X 1.08 !MISC. 2- EFFECTIVE ROOM TOTAL HEAT ID (TOTAL HEAT LOSS IN BTU /HR. LATENT HEAT INFILTRATION CFM X GR/LB X 0,68 'TOTAL BTU PER 50, FT. I 0 F HEAT BY DIRECT RAD. �/ PEOPLE PEOPLE X `, ( i• —" %HEAT BY AIR STEAM LB /HR X 1050 NOTES v /1) APPLIANCES, ETC. / ADDITIONAL HEAT GAINS VAPOR TRANS. 50. FT. X 1 100 X GR /LB X SUB TOTAL SAFETY FACTOR 3- ROOM LATENT HEAT I 0 vv SUPPLY DUCT LEAKAGE LOSS OUTDOOR AIR CFM X GR /LB X BF X 0,68 4- EFFECTIVE ROOM LATENT HEAT 5- EFFECTIVE ROOM TOTAL HEAT I 0 "{ 73 OUTDOOR AIR HEAT SENSIBLE CFM X F X (1— BF) X 1,08 LATENT CFM X GR LB X (1— BF) X 0,68 RETURN RETURN 6- SUB TOTAL DUCT DUCT HP DEHUM, AND HEAT GAIN % +LEAK GAIN %+ PUMP PIPE LOSS % 7- TOTAL HEAT GAIN BTU /HR, P. TONS -( I Z.. USG lb.- v - CUSTOMER PROJECT THERMAL LOAD CALCULATIONS t1.11lt.I� �. �Alr Arlo+ I c � • r% ■ S Ft o p-e15 MARTIN— VILATO ASSOC. INC. MADE BY CHK BY DAT E v\ JOB NO. SHEET NO. Z • Building Characteristics h= 11.88 ft L = 69.50 ft (Short) 89.50 ft (Long) 0.17 (To det. C,, ASCE 7 -98, Fig 2, 0.78 (To det. C ASCE 7 -98, Fig 2, 7.13 ft 15 ft (Terrain Exposure Constants 0.20 ft (Terrain Exposure Constants 500 ft (Terrain Exposure Constant B= h/L = UB= z= Zmin = c= I= _ Design Criteria ASCE 7 -98 Category Exposure V= I= K = Ka = WIND LOAD ANALYSIS (ASCE 7 -98) s page 42 Roof Press.) page 42 Wall Press.) , ASCE 7 -98 TABLE 6.4, page 59) , ASCE 7 -98 TABLE 6.4, page 59) s, ASCE 7 -98 TABLE 6.4, page 59) 0.20 ft (Terrain Exposure Constants, ASCE 7 -98 TABLE 6.4, page 59) Project: BOURNE RESIDENCE Engineer: CHRISTOPHER MOOREFIELD Printed on: 10/8/04 II (ASCE 7 -98, TABLE 1 -1) C (ASCE 7 -98, 6.5.6.1) 146 mph (ASCE 7 -98, Fig. 6 -1) 1.00 (Importance Factor, ASCE 7 -98 TABLE 6.1, page 55) 0.85 (Velocity Pressure Exposure Coefficient, also K h ASCE 7 -98 TABLE 6.5, page 60 based on z) 1.00 (Wind Directionality Factor, ASCE 7 -98 TABLE 6.6, page 61, based on structure type) Velocity Pressure q = 0.00256 K Kd V I [Ibs /ft (Eq. 6-13) q: = 46.38 PSF (NOTE: section 6.5.7 of ASCE 7 -98 does not apply (i.e., K =1.0)) 1 °o6 N G . 0D - fr.!' St. N((bMI SN��.� f.. 5,H I 2 FRANCISCO CUELLO JR. P.E. CONSULTING ENGINEERS - 147 ALHAMBRA CIRCLE - SUITE 220 - CORAL GABLES - FL 33134 - 305.567.0125 - 305.567.0129 (FAX) q.= 46.38 PSF EXPOSURE C CATEGORY II P= Fxq (psf) WINDOW/ SIZE (aprox.) AREA F( -) F( -) F( +) p- p- p+ A w (ft) h (ft) (SF) ZONE 4 ZONE 5 ZONE 4 &5 ZONE 4 ( -) ZONE 5 ( -) ZONE 4 & 5 2.50 3.00 7.50 -1.280 -1.580 1.180 -59.37 - 73.29 54.73 B 4.50 1.00 4.50 -1.280 -1.580 1.180 -59.37 -73.29 54.73 C 2.00 3.50 7.00 -1.280 • -1.580 1.180 -59.37 -73.29 54.73 DOOR ID 1 2.67 6.67 17.81 -1.236 -1.491 1.136 -57.32 -69.18 52.68 Components & Cladding From wind analysis: q = Determine a: a = 6.95 ft or but not less that 2.78 ft or Use a= 6.95 ft Windows and Doors Pressure WIND LOAD ANALYSIS (ASCE 7 -90) 46.38 PSF { z 1 p 4.752 ft (whichever is smaller) 3ft Printed on: 10/8/04 Project: BOURNE RESIDENCE Engineer: CHRISTOPHER MOOREFIELD 4.752 controls 3 controls ' a5 JG loo �l1Ah'1I S- , (t. Ste- 2 or- 2 FRANCISCO CUELLO JR. P.E. CONSULTING ENGINEERS - 147 ALHAMBRA CIRCLE - SUITE 220 - CORAL GABLES - FL 33134 - 305.567.0125 - 305.567.0129 (FAX) APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws cf the State. of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shur,.. iilage shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kepi at building during progress of the work. Owner's Name and Address_ //I_ !4.4' _ __o E ' t e.r "" No. _ Street A' b Registered Architect and /or Engineer.Ce Y_! c.._ 4 -.Dotr! -p _Of __wic_sj..- .FhQ__. Name and address of licem.ed contractor/Sr' ontractor M r' . . L x ! t/ AA J t f i/ M s ' _ 4 j e er AA.rte �/ - ,4. //, �_r✓� Location and legal description of lot to be built on: Lot _ Block.._ ___ . _ Subdivision_ Street and Number where work is to be done . F. N' E... i t u d 4, 1 d+ State work to be done and purpose of building (by floors)__.. id ' - i. airt 1 F____.___ /9r. t-- .__f_..ft-�"! — ?IA 4+ it . _LP p' 'c P d p !_Y_.f4v -- ._..t J_. A Ate; k - - -- ! c _wh_i_vt.,.___•6 J I. 4 yr New Building _ Remodeling._ Addition._.. _____ ..... Repairs._ .. y No. of Stories _ Jo. yit /r To be constructed of. .C'r1�' • Kind of foundation.I � U .e I.fpr /o W • Roof ov . f n . '7 /, g-- . /_J e. �f . n d merit — Estimated ;tai cost of improvements $._ Zone cubage required Cubage_-__. a'_ 4 r _ . Distance to next nearest building__ 1 Size of Building Lot_ l/s" Y__ /7_ /_ Maximum live load to be borne by each floor hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to A_ ►_fX-6 - 4:13te &A/ — !� �i E • dtv /Art • ?A ' ff_. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under he Florida Workmen's Compensation Act, being Section 5966, Compiled Gen; •al Laws of Florida, Permanent Supplement, and hr:s compl ed with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the wo k to be p<rf ; under this permit and will post or cause to be posted for inspection on the site of the work such public notice or r ;otices as are required by the Act. The u ndc rsigred agrees to employ only such subcontrr.ctors, on work to be perform( d t.ndcr this permit as are licensed by M ami Shores ‘ iliage. Remarks_. STATE OF FLORIDA, COUNTY OF DADE. Before roe, the undersigned aut.rity, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me ' st . rl orn, upon oath depos -s and says that he is the . .. .. ... . .... ... ... .......... ........ .... ..... ..... -. of th abov. de.vibed action, t , :t he has carefuU jrea the foregoing application, and that he did sign the same, and that all facts therein by him stat Permit No.. Disapprov (Signed) DATE Chairman Member Member ____ Member _ .. Member _ .__ - _ .. Member Disapproved Council Approved } SS. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMEN":' , 19 PLANNING BOARD _Date Date (Signed )._. to and Subscribed before me. e otary Public State of Florida My Cbm:nission Expires_ _.and for no other purpose. -1 - Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has het n obtained from the Planring Board. A re- inspection fee of $1.00 will be charged when such re- inspection is m.: necessary by improper notice for impe-t'on•or fa; .1ty materials and /or workmanship. CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N? _ 51 Miami Shores Village, Florida Owner, Agent or Tenant of Building Lot Block Subdivision Street Address S C, 1 Itgrv)t Approved use by occupancy Remarks • This Certificate of Occu cy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, iteration or r- modeling of bu'ldings, or structures. BUILDING DIVISION OWNER'S NAME ]Dr. Howard 1iatterson PRESENT ADDRESS LICENSE NO. PHONE NO. ' ` JOB LOCATION (ST. OR AVE.) 285 N. ^. 100th Street LOT BLOCK SUBDIVISION GENERAL CONTRACTOR owner ADDRESS PHONE NO. LICENSE NO. 104 BUILDING PERMIT NO. 5 -5 -54 DATE 5.00 PERMIT FEE S BUILDER'S BOND NO. DATE ZONE REQUIREMENTS CU. FT. PLAN CUBE 1,000 CU. FT. EST. COST S 1,000 DRAWINGS, SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: DATE NEW CONSTRUCTION TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION REPAIRS DESCR IPTION garage ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. / ISSUED b�c -:, - BY 1‘ . . '') TO .�� BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION 5_ , ~ , 577- Y c 1,, cC) , FEE TEMPORARY SERVICE $ SEPTIC TANK BEAMS &LINTELS FRAMING $ SEWER $ RANGE CONN. $ SOLAR HEATER $ FINAL J) —5;_ ' ; A S FIXTURES $ CLEAN -UP $ INSPECTIONS DATE BY RE- INSPECT BY CONTRACTOR PHONE PERMIT NO. DATE FEE S NEW BLDG. 1 ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE FEE TEMPORARY SERVICE $ SEPTIC TANK $ H. W. HEATER CONN. $ SEWER $ RANGE CONN. $ SOLAR HEATER $ MOTORS 5 GAS S FIXTURES $ S $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING BY TEMP. SERVICE GAS ROUGHING SEWER I H. W. HEATER CONN SEPTIC TANK F.NNGE CONN. SOLAR HEATER FIXTURES FIXTURES & FINAL /� ,ter CONTRACTOR - PHONE PERMIT NO. DATE FEE 5 NEW BLDG. 1 ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS S FIXTURES S $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING T I H. W. HEATER CONN F.NNGE CONN. FIXTURES & FINAL /� ,ter 'I - -�- ; BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY