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RC -06-1989Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/14/2007 Inspector: Grande, Claudio Owner: RIVERO, MANUEL Job Address: 1286 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: DYNAMIC BUILDERS CORP Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Enclosure Block: Phone Number (305)762 -7851 Parcel Number 1132060144050 Lot: Building Department Comments CARPORT ENCLOSURE TV Passed 1 ` Inspector Comments CREATED AS REINSPECTION FOR INSP- 59923. CREATED AS REINSPECTION FOR INSP 59557. Not ready for final: 1) Screen vents in front and rear wall for flood vents are not installed. 2) Planter wall at end od driveway not installed. 3) Remove dupster for final inspection. 8/27/07 CG. 10/10/07 Items 1 & 2 sre done pending item 3 to be completed. CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, November 13, 2007 Page 1 of 2 Miami Shores Village o_� -"1"- �� Ie tk5. ��\ Building De artment la 1 7 JAN 207 `j1 k\o 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 r�, `[-- Tel: (305) 795.2204 Fax: (305) 756.8972 BY: _ ®:cS,... ...: e , BUILDING Permit No. f _ VIZR , Master Permit No. PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) N1A?%i%LCL J de e.0 Phone # %S V2 785'/ Owner's Address 1286 N E tom sr City 1.4LA l t S6 V to State L. Zip 3315) Tenant/Lessee Name Phone # Job Address (where the work is being done) 128(0 e ors sr City Miami Shores Village County Miami -Dade Zip 331 3S FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name i7 'NAM 1 C 60l t., aieS catoo Phone # (305,) - 884 4525 Contractor's Address (461 22. M O cr City t d AM l LA K-Ct State FL Zip 3301$ Qualifier Name PEA) & A . PE'tALTA Phone # (164) ~ 555 - 52 6D State Certificate or Registration No. C6C. 0(004 411 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 000. Oa Type of Work: Hi 'L1Alte atio 2 Describe Work: coctoe. PO t Square / Linear Footage Of Work: j 05- S f {) / /^^I New [] Repair/Replace ❑ Demolition A ********* ** ** ** * ** * * * * * * * *,* ** ** * ** * * **, Fees************** * * ** * * ** * ** * * * * * * * * * * *** ** ** *,� Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ CCF $ CO /CC Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side - * Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 one 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 inspect' n which oc s sev ' 7) days after the building per In the absence of such posted notice, the inspection will no proved • ' • a re' p ction fee will be charged Signature Owner r A: nt The foregoing instrument was acknowledged before me this 16 day of 3' ,2004, by who is personally known to me or who has produced i=s) As identification and who did take an oath. NOTARY PUBLI e • ;/ 11 ******* * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** APPLICATION APPROVED BY: (Revised 02/08106) Signature Contractor The foregoin s strument was acknowledged before me this a f day of a 200* by who personally known to me or who has produced 00W1, as identification and who did take an oath. Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning Miami Shores Village l � Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 BUILDING !RECE IVED PERMIT APPLICATION' Ail 2 ` ZQO6 FBC 2004" Permit Type (circle): Permit No. tCW4 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Hem ar@l 4,ovr'o40 , r LO Phone # 3os Owner's Address / 28 L 1416 9 S s ragx j City /IIAP4l v461 S State Pc- Tenant/Lessee Name Zip 33/30 Phone # Job Address (where the work is being done) /A 9 A Alt 7 V-7. sired- City Miami Shores Village County Miami -Dade Zip 3 313 ' FOLIO /PARCEL #l, -A3 J 5/' 8 diAgr kinfito Shares , hon 3 A °/e) P6. #37 Is Building Historically Designated YES NO Contractor's Company Name 0 VA/A-4-4 t C boiuDe.As awLephone # Contractor's Address [ , 2_2. ow 6-01 ar City kJ/A..44( L State Zip 1 Qualifier Name A t P Phone # "4) .55 a- 5 2 G o State Certificate or Registration No. e. 04.€1'). Certificate of Competency No. Architect/Engineer's Name (if applicable) 1,Y -o g 0or t mA 0 Phone # 3OS " 30$ Pt? Value of Work For this Permit $ 7 000. e f1iriear Footage Of Work: Type of Work: Addition ['Alteration Describe Work: C 0121* ' A(G LO L �e 0 si 0 Demolition Submittal Fee $1' ). Permit Fee $ 2.� D . CCF $ a CO /CC d so Notary $ rY Training/Education Fee $ Technology Fee $ - Scanning $ 42 ° Radon $ DPBR $ Zoning $ Bond $ Code Enforce epp Double Fee $ Structural Review. $ Total Fee Now Due $ 52S P 5 See Reverse side -3 Bonding Company's Name (if applicable) Bonding Company's Address City PERMIT # \CAA State RESUBMITAL DATES: Mortgage I en r s Name if appliicahle) 6, .1, *two dll � :d Mortgage enu erg's Acl ss ® re City /* teen 1: State Application is hereby made to obtain a permit to do the commenced prior to the issuance of a permit and that construction in this jurisdiction. I understand that a separal WELLS, POOLS, FURNACES, BOILERS, HEATERS, TA 11101 54101:41. of 1 Tct 0 -wdid PROJECT TYPE: \°° co�� \0�A� D/ b46 ZONING ifoTts OWNER'S AFFIDAVIT: I certify that all the foregoing i applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RE PAYING TWICE FOR IMPROVEMENTS TO YO CONSULT WITH YOUR LENDER OR AN COMMENCEMENT." STRUCTURAL IMPACT FEES Notice to Applicant: As a condition to the issuance of a b promise in good faith that a copy of the notice of oommen whose property is subject to attachment. Also, a certified for the first inspection whic � oc' n s seven (7) days inspection will . t be appr a reinspection fe ELECTRICAL n HRS /DERM Signatur NOC MEC ANIC' L er or Agent The foregoing instrumen was acknowledged before me this__ The foregoing day of —hut e , 206 , by "A„,/. .. tai // O , day of who is personally known to me or who has produced As ide NOTARY PUBLIC: 'fication and who did take an oath. " TIMOTHY J ELLISON- �` Notary Public - State of Florida • : • _My Commission ExpiresAug 17, 2009 ; -, �. Commission # DD 462796 +''�� , Comm R ,p :j1 1- 1 :1 • : L,.,.] ., • r • ,, Contractor ent was acknowledged before me this 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign'+« /f� Pnn . -%J/!'� My Commission Expires: %�e5 . /70 24"°47 APPLICATION APPROVED BY: (Revised 02/08106). Sign: Print: My Commission Expires: 51r 1 ; ' tans Examiner Engineer Zoning l NOTICE OF COMMENCEMENT A RECORDED 'COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO `v ED O1qTAX FOLIO NO. �� i.(� 1 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, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111 1111II1111111II1IIIIlI1 CFN 2006R1260632 OR Bk 25131 P9 2054; (1Ps) RECORDED 11/28/2006 12 :37 :04 HARVEY RUVIt4 CLERK OF COURT MIAMI -DADE COUHTYp FLORIDA LAST PAGE 1. Legal description of property and street/address: LOr 3 LI 66K sT MA RI SFka.E.S � '3 _� i� ►� 1,1 t ST -C 2. Description of improvement: 0(--1 E- J LOSv_. 3. Owner(s) name and address: %'IA/VU6L /?lye t Lo ug—biS. R1 vD /(9.96 AlC 9 -ra4 s reeer AJ1A , Fe. 3313B Interest in property: Name and address of fee simple titleholder: �IU t did tt LQV%2. .$ R1 i 0 / 296 bus t; srgeer r4' Ait4 I si .S / i, 33139 4. Contractor's-name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: C Tl 1∎406 3- -Arfxt- WC- • P•Q gojc -770 & Sf'2iN6d=l��tb o /-F 9SSO1 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. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differen -te is spe ed) Signat re of Owne Print Owner's Name \i ki —J2 ., tn Sworn to and subscribed before me this t day of 1\10J0 , 20 0‘. Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 CAA Prepared by 4 1 CotnuC, I i\ ivero Address: no CeAs ° R Ybun+�.a. rL 3M3D Notary Public State of Florida Nor4A,a4 My <,,..,, -,, sion 00444695 Expires ti6 /26!2009 DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR 7///ictmi SJore� VL&r 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DEVELOPMENT ORDER PZ06 -0622 - 05 Property Address: 1286 NE 95th St. Applicant: Manuel Rivera (Owner) Address: 1286 NE 95th St. Miami Shores FL 33138 SEP 2 0 2006 ‘RC706-)cfri Whereas, the applicant Manuel Rivera (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Site plan approval, enclosure of car port. Whereas, a public hearing was held on June 22, 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, drawings, and the conditions agreed upon at the hearing: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. Page 1 of 2 The application with conditions was passed and adopted this 22nd day of June, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Chairman Fernandez Yes Yes Date Ch.' an, Planning an oning Boar Page 2 of 2 • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • •• •• • • • • • • • • • MIAM ADE • • • • • • • • • • • • BUILDING CODE COMPLLAIq omit arm PRODUCT CONTROL DIVISION • • • • • NOTICE OF ACCEPT .NWCE (NQA, PGT Industries • • 1070 Technology Drive Nokomis, FL 34274 SCOPE: • ••• • •• • • • • • • •• • • • • • • • • • • • • MIAMI DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUri'E 1603 _563 • cmzwff •• • • • • • ••• • 315 AUG 01iW06 BY: \ ! ' This NOA is being issued under the applicable rules and regulations governing the The documentation submitted has been reviewed by Nand-Dade County Product Control Division and accep 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by POT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mitami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 1 LABELING: Each unit shall bear a permanent label with the manufacurex's name or logo, city, state and following statement= "Maori -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 shalt 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- 0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03. 0612.06 Expiration Date: May 20, 2007 V Approval Date: April 08, 2004 Page 1 NOTES: LARGE MISSILE_ IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" LAMII.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PIS LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (1) UTE OF 1/8" ANNEALED GLASS AND (1) LTTE OF HEAT STRENGTHENED GLASS. 0. 13/16` LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16' LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 RIB LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAX1MUti BETWEEN (2) UTES OF 1/8" HEAT STRENGTFENT D GLASS. 2. CONFIGURATION$: XO or OX 3. DESIGN PRE. SURE RATING: SEE TABLES 1 -3 ON SHEET 2 • • • 74' MAX WIDTH • • ..s3 •5/8' MAX • • 33 5/8' MAX :•• DAYLIG•IT• � • DAYLIGHT • QPENiNG • • OPENING •••• • • • • ••■••• • • XED LITE 14Y J6tr1T 4 "ENLNG • 63' MAX HEIGHT • j • •� • • •••- •••• • • • • •• • • • • •••• • • • •••• • • •• • ••• ••• • • • • 0 • • DESCRIPTION V.T. { OTf. /LOCATION VENDOR VENDOR # 1 FLANGE FRAME JAMB (Alum. 6063 -T5 12225 2 FIX 0 MEETING RAN. m. 6063H5- 4 54A ALUMAX INDALEX AF -12225 64054A © '7C ...y. G RAIL 1• 11GL•)• ..: y. (yi•. u_ N~ • y ' (Alum . • . = ti hZ, ®h iltlilrriRO mids•a .f frame silt' 1 '1;i 11111 1.�LK. :.:'Ll4.li!• Alum 6063 -T 13f MI i . 1 e FRAME SIU. Alum. 6063- T5)�1p4 E S ADAPTER A! . . • 63- [1] III. 4'1ili :,.r 'rG "a11111=41 20 21 16 . LAMINA A+ NG 2 - 1 H T STREN -UFT CHAIN? Alum. 6063 -T5 -12244 0 mid - • •n of vent 6 x 1.•+, P SMS EATHERSTRtP. 11-4N WALL BULB VINYL 8 x .500 f1HL FI SMS 6X1 PA 8TP247 P.H. SWEEP LATCH WEEP HOUSE ft.. P f•r . ti -1i 1 1 per Glozina Bead Sweep Latch screws en u 2 Sweep Latches) rams ent • r, . rews ALUJIAX I Cy1*� d-'"' F a ■ �1 TEAM PLASTICS MERCHANTS FASTENER AF -1 AO - 534571 AF -12244 1096 0 11.5 from ends -v t mtg. roil if height is >>a 42" 1 mmids..n 2 1 4 from ends F MINIATURE DIE CASTING MASTER TOOL PGT.214.XX 7 -M10 -250 I' Ci1Ji- i 1 I I ,,,, . .,. , k�i .a }]I fP2. -i1j Wit•' Z��./ �:'( • ®1l1•y�� %i =111- 2`111.. `� • - • - • �[..Witl.1 • • f<.a".1I� IQ B S WHEELS R • 1- ► VINYL H G.T. EA WS - .27+ .170 BACK FIN _. + • ent . • • t / rois & mt • . rail SCHLEG y, OR E• WV. FII ••N 1Lk1I1• DII,IK•P4il:;� 899 •I:rTl: A RiL13 71 - ' : � i = t 7[iC [i 1liag )• F J& Y 6 1.. 1 71;ls In'>►C�il�T1•]iFt•?MEYQ 1!31 11 IM011iTLIff ptti v4ral MM+Iiall111 11 _? rim MIGIMEENIIIPIE1111b711EKNINI 1060 E�' ei 't9ai -• l � : 32 13 16 1.0., 1 }8 i - .ENGTHEN+ "V[ : SPAC , 1: ITT I 1 $ . 9 • 6 1060 57" MAX VENT DAYUGHT OPENING 6" MAX 8' MAX - 8" MAX 8`. MAX 4" MAK 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED �- 6"FFROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL MAX 15" SPACNG. S; MAX L" FROM CORNERS. MAX 12 1/2" SPACING. 5. SHUTTER REOUIRENENT: NO SHUTTERS REO'D. 6. REF. TEST REPORTS: FTL -1969 & FTL -3740 �Ilf r� y titg t Robert L. Cs& P.F. PE 939712 • -. •:1L11T : AS FOLLOWS 141 SHT 5. isamirstrehibInwew CENTERLINE. ' -'ff r:•z F. Diem es D.B. /02 16/98 STD MOTE 1 1070 TECHNOLOGY DRIVE N OI Q ITS. FL 34275 P.O. 90X 1524 NOXOMIS, R. 34274 OX ELEVATION & B.O.M. (LG. MISSILE) TAW ALUMINUM HORIZONTAL SLIDING WINDOW sedwiliodat HS -710 NTS 1 .1 6 Ln••iq 4112 G J T 4 COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5116" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) 0. 13/18" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1I8 "NEAT STRENGHTENED, .090 PVB, 1/8"ANNEALED) FTL -1969 & FTL -3740 WINDOW WIDTHS WINDOW HEIGHTS 28.500 37.000 44.000 zrc 60.000 KM 66.7 cam (;M -- 5.0 ( -75.0 Lai IV.•AMB Lag I 66.7 63.000 66. III -75.0 Ei-75.0 -' .5 0 -62.0 -75.0 -69.4 58.9 -58.9 88. 88. -75.0 i 5TH i 61.4'4 1 �'y�iIiii i �' [fit % 7 %! 7 Mai - 5.0 111111 V - • .0 tag L I J 7 -7•.0 66. - 4.0 Kai 1E2E11n2a t xI x•"I NMI NOM -75.0 -75.0 66.7 -61.6 -54.8 -51.7 I1 65.5 -65. 55.; g-231 IL111 =la MEI L`iJ 40.4 -40. -39.5 -43.7 43.2 -40.5 40.0 ILIA ILIA 37.9 0. 1T5 66. - -75.0 60. -6 53.7 - 53.7 46. -46.3 39.1 -3'.1 38.3 -38.3 3 .4 -3 36.8 -36.8 • -36.1 74.000 66.7 -75.0 58.2 -58.2 61.3 - 51.3 44.2 -44.2 37.4 -37.4 36.8 - 36.8 38.1 - 36.1 35.5 - 35.5 34.8 -34.8 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D B. 5/18" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D.13/16" LAMI I.G. -1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/18 LAMI (1/6 "HEAT STRENGTHENED, .090 PVB,1B "HEAT STRENGTHENED) WINDOW FTL -1969 & FTL -3740 WIDTHS Sob• 8!.000• 4¢3100 '.M 53125' 6607.4.45.0 *7.-75.0 66.7 - 75.0 86.7 -75.0 66.7 6o.31P' 66.7 _715.0 ' , 136t, -75.0 0.000. 66.q. .475.0 ,7, • -75.0 x.000; 66.7 ,` -75.0 J,., -75.0 791109. 68.7. .,75.0 892.4.-75.0 741400 ' 66.7.4.45.0 66.7.. -75.0 WINDOW HEIGHTS 26:000 • 38.375 661 *• 66.T' 66.74 •a7,5.0 • X5.0 -75.0 66.7 •- 75.0 66.7 - 75.0 68.7 - 75.0 68.7 a :- 75.0 66.7 - 75.0 68.7 -75.0 68.7 7 ` 44.000 50.625 59.000 60.000 6- 75.0 66.7 -75.0 • 66.7 - 75.0 68.7 •••• • • •••• • • 66.7 66.7 -75.0 66.7 -75.0 -75.0 -75.0 -75.0 61.000 82.000 63.000 66.7 -75.0 66.7 -f61:0 66.7 66.7 -75.0 68.7 " - 75.0 66.7 66.7 - 75.0 66.7 - 75.0 68.7 -75.0 -75.0 -75.0 66.7 66.7 66.7 -75.0 -75.0 -75.0 66.7 -75.0 68.7 -75.0 66.7 88.7 -75.0 687 -75.0 66.7 -75.0 -75.0 66.7 -75.0 66.7 -75.0 68.7 -75.0 66.7 68.7 -75.0 -75.0 -75.0 66.7 -75.0 -75.0 66.7 - 75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 68.7 -75.0 66.7 -75.0 66.7 66.7 -75.0 -75.0 66.7 -75.0 68.7 -75.0 66.7 -75.0 66.7 66.7 - 74.8 66.7 -75.0 66.7 -73.5 , 66.7 -74.9 66.7 -73.5 88.7 -72.3 -72.2 66.7 - 70.9 66.7 -69.6 NOTES; 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 comm. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPUCABLE IN MIAMI -DADE COUNTY. F.K. lima P1( Aw.t Fit Rarr 0.8. 12 23/0 7 23/03 4 4/03 8/02 F- UPDATE TABLES F-CORRIBT TAAt VW' Itssisioner E TJ/Ur WADIES TALES M6/98 GLASS TYPE COMPARATIVE ANALYSIS 1070 TECHNOLOGY OAK NOKOMIS. FL 34275 P.O. BOX 1520 NQKOIOS. FL 3427. ALUM /NUM HORIZONTAL SLIDING WINDOW SM NAbi.5 S&Mc Musk Onnrino No. INr. Hs -7To NTS 2 of 6 4112 G 1/8- HEAT STRENGTHENED GLASS .090 SAFLEX KEEP/SAFE MAXIMUM OR DUPONT PVB INTER LAYER 1/8' ANNEALED OR HEAT _ STRENGTHENED GLASS 3/8' AIR SPACE 1/8" HEAT STRENGTHENED -1 ®OR9Z • • • • • •••• • • • • • • • • • .. • • • • • _ • .. • 0 ••• ••• 5/16" LAMLNATED 13/16 NOM. • ••• • • • .•. • • • • • • .• • • • • Fj 1/2" _ GLASS BITE TYP. 1,1.1 —a GLAZING DETAILS: 13/16" (.825) 1.G, REFERENCE TEST REPORTS: F7L -1969 & FTL -3740 INSIDE �1 GLASS OUTSIDE A8nE © ✓•' L, INSIDE 0 ti 1/8' ANNEALED GLASS C) .090 INNER LAVER ( DUPONT W/B UTACITE OR SAFLOf /KEEPSAFE MAXIMUM) --1/8' ANNEALED GLASS a �6ULSS OuTSiDE� ATE fl �.� 'i INSIDE 1/8' HEAT STRENGTHENED 41._ GLASS 1/8" HEAT STRENGTHENED T GLASS .090 INNER LAYER (DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) MONO' IMMO GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS r""'' miqprot aIL Clark. P2. PE 939112 Structural • ._1i • - "T. F.K F.K. Rood aped or. 08 72Daft 29/03 3/03 4/03 /a2 28/98 • c' near a. 1)X F-11131 17 SGILE E -A 13/16" LG. Mfg GLASS TYPE SECTIONS & GLAZING DETAILS 1070 TEOPIOLO9r DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, ft 34274 ALUMINUM HORIZONTAL SLIDING WINDOW sos. shmt Sc u q HS -710 NTS .3 ar 6 4112 G EXTERIOR MAX. DAYLIGHT OPENING 2.710 2.784 MAX. HOB' • • • • • • ••• • •.•• • VERTICAL SECTION ��. 9.` grit TL. SECTIONS & GLAZING DETAILS ALUMINUM HORIZONTAL SLIDING WINDOW affiews/hroo* sage, HS -710 NTS APPROVED 2x W000 BUCK (SEE NOTE 3.) • • • • TYPICAL HEAD* SECTION SUBSTRATE ANCHORING • • • • •••• • • Lk-A3/18" &CON (�• ILID • • • • ••. • • • • •• • •• • • • • • • • • • • •• •• • •••• •••• • •••• • • • • il • I` I (moor �I .; ••• `..1 1/4" MIN. °4" :: i t • TYPICAL SILL SECTION SUBSTRATE ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING I 1/4' MIN. 1/4" MAX. _f SHIM #12 W000 SCREW TYPICA HEAD SECTION WOOD ANCHORING NOTES; 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. 1 1/4' MIN. 1/4" MAX. SHIM --wl #12 WOOD SCREW APPROVED APPROVED WOOD BUCK 2x WOOD BUCK (SEE NOTE 4.) (SEE NOTE 3.) TYPICAL JAMB SECTION TYPICAL JAMB SECTION SUBSTRATE ANCHORING WOOD ANCHORING (/14/141 Rob•etLG.& PE. P2 239712 1 1/4" MIN. mow F.K. F.K. Rood f z It Ikon tio 0.8. 12 29/03 7 23103 4 4/03 a 6/02 2/16/98 6 346"PA71Yt11:92 FF— 3/16 M NS ErgNO MG 114S SHT I ttek HOTf3 3 & 4 ANCHORAGE 1070 TECHNOLOGY DAVE NOXOMIS, F1. 34276 P.O. BOX 1429 NO90145, FL 34274 ALUMINUM HORIZONTAL SLIDING WINDOW HS -710 Scott NTS Shoo6 5 a 6 4112 G -11•1 he-- .705 .062 2.784 -� �-•— .737 ()FLANGE FRAME JAMB 6063 —T5 ALUM. 1.057 —!-( .050 ® 5/16" GLAZING BEAD 6063 —T5 ALUM. 1.187 —0f .062 2.074 1 ® FRAME SILL ADAPTER 6063 —T5 ALUM. .062 1.403 0 FIXED MEETING RAIL 6063HS —T54 ALUM. .062 --— 7 ..723 .688 --04 T j ©WIND LOAD ADAPTER 6063 —T5 ALUM. 1.349 — .062 1 `1.183 • 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 SASH MEETING RAIL 6063HS —T54 ALUM. .062 1 1.373 1.273 2.710 0 FLANGE FRAME HEAD 6063 —T5 ALUM. 1 1.097 .683 — r .0� (E ) 13/16" GLAZING BEAD 6063 —T5 ALUM. Rcemea. CINk.P.E PE IJ2712 auudwal .062 1.349 --► 1.970 ®SASH SPE RAIL •...• .- 6063;='s 4.UM. •. • • • • .• • 1.122 • • �Y�Z. •••. • • • • • •• •• • 2.094 •••••• • • • • Y ••.j. • • • •••• 1• 2.710 • • ••• • • . • ® FLANGE FRAME SILL 6063 —T5 ALUM. F. 11/2/01 EXTRUSION PROFILES • • • • • • • • • • • • • • • • 1070 TEC341401.44Y ORME NOKOM S. FL 34275 P.O. 80X 1522 NOK0165.:1 34274 ALUMINUM HORIZONTAL SLIDING WINDOW HS -710 NTS use 6 o6 ▪ • 4112 G SURVEY NO. 03 -6273 BUILDING OWNER'S NAME Manuel A. Rivero FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the Instructions on pages 1 - 7. O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: Policy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1286 NE 95 Street CITY STATE Miami Shores FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lt # 3 & 4 BLk # 85 Miami Shores Section No. 3 PB # 10 PG # 37 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential Company NAIC Number ZIP CODE LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( WA° - ##' -4/4t.##" or ##.##### °) 1_1 NAD 1927 Li NAD 1983 SOURCE: L. GPS (Type): I_ 1 USGS Quad Map 1_1 Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 120652 Village OF Miami Shores 82. COUNTY NAME DADE B3. STATE FLORIDA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX 87. FIRM PANEL B8. FLOOD 89. BASE FL000 ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C093 J 07/17/95 03 -02 -94 AE 9.00 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. 1_I FIS Profile IX I FIRM IJ Community Determined IJ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: IX I NGVD 1929 I_1 NAVD 1988 I;Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA) . }•I Yes ILL No Designation Date: • • • • • ... • • SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQ`ITIRED) • • • •r C1. Building elevations are based on: I_IConstruction Drawings* I_IBuilding Under Constructiop;;.. IX IFiniched Construction 'A new Elevation Certificate will be required when construction of the building is complete. ... • .. . • • C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which Ws certificate fs •being compjeted - 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, AFs'AH, 94R/A0' • Complete Items C3.a -I below according to the building diagram specified In Item C2. State the datrfgeejd. If the datum is differefli from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field nteasUrlimentg aria datum cbhvgr%ibn calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate,tb documdht't ?e datuna.ccoovirsion. Datum Conversion /Comments • • • Elevation reference mark used Does the elevation reference mark used appear on the ViRM? 1_1 Yes O a) Top of bottom floor (including basement or enclosure) .. • ..•. . . 5. 90 ft.(m) 1 O b) Top of next higher floor 8.11 ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) n /a_ ft.(m) O d) Attached garage (top of slab) 6 .21 ft.(m) O e) Lowest elevation of machinery and /or equipment servicing the building (Describe in a Comments area.) 6.35 ft.(m) O f) Lowest adjacent (finished) grade (LAG) 5 .70 ft,(m) - ❑ g) Highest adjacent (finished) grade (HAG) 5 ,90 `ft:(m) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 12 O i) Total area of all permanent openings (flood vents) in C3.h 2 , 016 sq. in. (sq. cm) Li No SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 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, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER JOSE A. PEREA 4858 TITLE COMPANY NAME PPpI'.F Y ?iii.. • _ .v..4_ 1 pp A812 S PTIYNE'OREST STATE 213156 FEM • Form 81 -31, January 2003 DATE 11/07/2003 TELEPHONE (786) 242 -7692 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 CITY For Insurance Company Use: Policy Number STATE ZIP CODE Company NAIC Number 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 C3e A/C Slab I I Check here if attachments 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 �_�_J ft. (m) LLI in. (cm) 1_1 above or L 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 UJ ft. (m)1_1 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_ j_ ft. (m)1_1_1 in. (cm) 1_1 above or IJ 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 floodpiain management ordinance?' I Yes I I No I 1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNE109OftOWNER'S AUTHORIZED REPRESENTATIVE'S NAME •••• • • ADDR',GSS • ••• • �••• • • - SIG1IATURE - • COW.1MENT$ .• .•• • • •• • •••• CITY STATE ZIP CODE DATE TELEPHONE •••• • • • • • • •• •• •• • 1 1 Check here if attachments • • SECTION G - COMMUNITY INFORMATION (OPTIONAL) The IbCeI•difIcial wig) egthorized by I2w or ordinance to administer the community's floodplain management ordinance can complete SectippsM3, C (or- L')'9nd G Nis Elevation Certificate. Complete the applicable item(s) and sign below. 01. I_I The infonnetr Mip Sectbn tWas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,-or a1 hitect 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. LI 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. LI The following Information (Items G4 -G9) is provided for community floodpiain management purposes. G4, PERMIT NUMBER G6. DATE CERTIFICATE bF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for IJ New "Construction LI Substantial 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: G5. DATE PERMIT ISSUED LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS . ft. (m) Datum: _ ft. (m) Datum: TITLE TELEPHONE DATE FEMA Form 81 -31, January 2003 1 1 Check here 11 attachments Replaces all previous editions BLWER #1‘S.S. NUMBER: ?61 -75- 18817 BUYER #2 S.S. NUMBER: 589-36-3662 This document prepared by: Record & Return to: Return to: Prudential Relocation Services Property No `�5'1.° 16260 North 71st Street Scott dal A 8.5254 Property Appraiser's l -arcei olio) Numbers) 1132060144050' 111111111111111111111111111111111111111111111 CiFilk 2003R089778 OR Bk 21876 Pss 3574 - 3575; (2PSO RECORDED 12/05/2003 13:20:09 DEED DOC TAX 032CL00 HARVEY RUV'IMr CLERK OF COURT MIAMI-DADE COUNTY'? FLORIDA WARRANTY DEED SPACE ABOVE THIS LINE FOR RECORDER'S USE THIS INDENTURE was made and is effective as of the date of delivery to Grantee which may be a date after the date on which the last Grantor signed this document as acknowledged before a notary or consul, between Grantor: ROBERT G. BARRIS AND VERONICA M. BARRIS A/K/A VERNONICA M. BARRIS, HIS WIFE and Grantee: MANUEL RIVERO and. > LOURDES RIVERO, his wife whose street address shall be 1286 N.E. 95 Street, Miami ..•• Shores, FL 3313$ • • • • • •• • ••• • • • ••• :•• WITNESSETH: That Grantor for and in consideration of the sum of TEN DOLLARS ($10.00) and•otiler goo�•and valuable , consideration, the sufficiency of which is hereby acknowledged, paid by Grantee, the receipt of which is•ligrglpq acknDw? 'ed, has.... granted, bargained and sold to the Grantee, Grantee's heirs and assigns forever, the following described iirlta;wit: .,.. • • • • • LOT 3 AND 4, IN BLOCK 85, OF MIAMI SHORES SECTION NO. 3, ACCORDING TO THE PLXT,IiifREOF,AS RECORDED IN PLAT BOOK 10, AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI -DADE CQUIIT`g, FLORLQ .. •' • • • • • •••• 3 , SUBJECT TO: Restrictions, limitations and easements of record, if any; however, this conveyance shalloletsgrve td reimpose same. Taxes accruing subsequent to 2 0 0 3 . Mortgage(s) to be assumed and paid bttrantee, if any: AND the Grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year notarized below. U ARE REQUIRED TO HAVE TWO (2) WITNESSES AS TO EACH GRANTOR (EACH WITNESS MUST PRINT H '. /HER NAME BELQW IRIS /HER SIGNATURE): TURE OF WITNESS 1 $! NATURE OF WITNE ()Web WckANi;G M NAM: OF WITNESS 1) RE OF WITNESS 1 Lan mEelo (PRI NAME OF WITNESS 1) (PRINT NAME OF WITNESS 2 ERT G. BARRIS L.S. 'co_ 11- tart° S L.S. VERONICA M. BARRIS • The forwarding address for ROBERT G. BARRIS is: ICI 17ta !tc Ccucr `e CT Cd 682G The forwarding address for VERONICA M. BARRIS is:�ll O�CI ACCk. C Kc . 'A.i dd. I CT 06 SLC.r Page 1 of 2 • STATE OF FL-GREEK S COUNTY OF TO OR Bk 21876 PG 3575 LAST PAGE . The foregoing instrument was acknowledged before me, a Notary Public, this & day of ,�()?) by ROBERT a�rB R identification: ha asersonally known to me, or who produ ed the following et- aueofN �) in JivvLfl Anita) Printed Name of Notary My Commission Expires: My Commission Number: STATE OF COUNTY OF �� ■ The foregoing instrument was acknowledged before me, a Notary Public, this day of by VERONICA M. B _ - RIS, who was personally known to me, or who produ d the following ntification: Printed Name of Notary My Commission Expires: My Commission Number: .0041 • 0 • 4WD* • • • • • • • • ••• • • •• • •••g•• •• • • • ••41• • •41 • • • • • •41•• • •• • • •• •• •000 • • • •• • • • • • • • • •• • • •000 • • • • •••• • • • 41, • •• • ••41• • • • • • Page 2 of 2 LEGEND OF SURVEY ABBREVIATIONS A ARC DISTANCE A/C .... AIR CONDITIONING CBS .. C CALCULATED C.B CATCH BASIN O.U.L.. CL .... eLEAR CA. ....CENTER UNE P.C.C.. AEN�C,... ENCROACHMENT P.0 POINT OF CURVATURE P.O.C. !ire .... FOUND IRON PIPE P.O.BPOINT OF BEGINNING 81.00 O.H.... OVER HANG W.MWATER METER C.H... P.B.... PLAT BOOK M MEASURED 0.E... PA. .:.PROPERTY UNE CONC .. CONCRETE F.H UP ... UTIUTY POLE F.D FOUND R . CONCRETE BLOCK STRUCTURE ..OVERHEAD UTIUTY LINE . POINT OF COMPOUND CURVE .. POINT OF COMMENCEMENT . BUILDING .. CHORD DISTANCE .. DRAINAGE EASEMENT CERTIFY TO: Manuel A. Rivero d( Lourdes Rivero FIRE HYDRANT RADIUS LEGAL DESCRIPTION: Lot: SEE LEGAL 63=1-4 Block: Subdivision: According to the Plat thereof as recorded in Plat Book: Page: Public Records of MIAMI -DADE County, Florida. ADDRESS: 1286 NE 95 STREET MIAMI SHORES, FL r Encroachments Noted: Ole W. LOCATIO CH SCALE :0J eS , NOVD ... NATIONAL GEODETIC VERTICAL DATUM PRC ... POINT OF REVERSE CURVATURE RAD ... RADIAL RAN ...RIGHT OF WAY SEC ... SECTION SCR... SCREENED S.I.P.....SET IRON PIPE 8WK...SIDEWALK U.E..... UTIUTY EASEMENT CHIT CHAIN UNK FENCE R , , a)q. N "7T' 207 Sheet 1 of FLOOD ZONE: AE VTHIS I5 A FLOOD HAZARD ZONE THIS I5 NOT A FLOOD HAZARD ZONE PANEL NO.:. 93/3 COMMUNITY #: 120652 DATE OF FIRM: 07/17/1995 BASE FLOOD: 9.00 FINISH FLOOR: NIA LOWEST N/A ADJ GRADE • ••• • •••• • •••• • • •• •• • • • •••• • • •••• • ••• • • • • • •• • • •• • • • • • •• •••• • • • •• • • ... • • &4) • • . (3Lk • �J'`. • ,� •• • NOTES: . A) All Clearances and/or encroachments shown hereon are of apparent nature. Fence' ownership by visual means. Legal ownership of fences not determined. B) This survey is Intended for mortgage or refinance purposes only exclusively for this us* by those to wham It Is certified. This survey Is not to be used for construction. Permitting. design, or any other as without written con- sent of Thanes J. Kelly. Inc. C) Code restriction and title search ore not reflected an the survey. 0) T s flood information shown hereon does not iml:!y that the ret.renced property will or will not be free tram flooding or danags and does not neate liability on the part of the firm, any officer or employee thereof.. for any damage that results from reliance on said information. E) Tit. lands depicted hereon were surveyed per the legal description and no claims as to ownership or matters of title are macs or implied. 8 Underground Enaonehmsnli, If any, not located. I hereby certify that the survey represented hereon meets the minimum technical stan- dards set forth by tits Board of Land In chapter 1517 -6 Florida • ..r, 'five a pursuant: ,,;�. 472 A. PER A, P.S. di M. #4858 ATE •F FLORIDA NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SURVEYORS'S SEAL NOTES: 1. IF SHOWN. BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IF SHOWN, ELEVATIONS ARE REFERRED N.G.V.D 1929. 3, THIS I5 A BOUNDARY SURVEY. Li Mu?, dor f'Lis-f • • • • • • •• • • • • LEGAL DESCRIPTION: LOTS 3 AND 4, BLOCK 85, MIAMI SHORES SECTION NO. 3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. AND THE WEST HALF OF AN EXISTING ALLEY LYING EAST OF AND CONTIGUOUS TO THE EAST BOUNDARY LINE OF SAID LOT 3 IN BLOCK 85 OF MIAMI SHORES SECTION NO. 3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, OE THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, BOUNDED ON THE NORTH BY THE SOUTH RIGHT OF WAY LINE OF NE 95 STREET (A PUBLIC ROAD) AND BOUNDED ON THE SOUTH BY THE SOUTH LINE OF SAID LOT 3 PROJECTED EASTERLY, SAID LINE BEING THE SAME AS THE SOUTH LINE OF THE ABOVE MENTIONED PLAT. SAID LANDS CONTAINING 761.53 SQUARE FEET. THOMAS J. KELLY, INC. L. B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX DATE FIELD WORK 07/15/2004 SCALE 1" = Q (J 'SURVEY ZO. (z E, 28 asP� -f 95TSTREEJ -4-* SHEET 2 OF 2 21' >24.1A-i Q`( , 11 t~�P iZ rya sb, 'At- '4 '0 .4t I -1 ,> .W4 f . ' . h1 33 I'°) A ,A` oN l` C 12, q,o `� 01� 0 0 0 ----- x 125.22 ' (µ) (R). -o PL-, 1 117.60' (M). 413 pL• 3,5 1, r 18,2y)1 12°12441 No, 12 8 to 2.2,20 N 1-13' _Q 2. sTo RY R E51 DEJ1, L•T 4 2.7 L,oT loo. PO'(M). �r- z, GPO' 1.0' CH.L.F. 0 N 11,(; tr)0 a�-- .... • •... -.... . . R \-3. . .A...1. .. �. -... I4*.oii. •• 6046 - (tFAIL • • ...• • J. • • • •• • 144$ -y 5 C-l.L.F- 1 •• -• • • • .• • • • •-• • I , ,� . • • - - . • •• -- • • • 1l. 107..62 I,,. i M 1 �'Gi �► P" I" CO' W. f, x FD. NAIL R>�R THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX DATA 1F t}Do 4/ SCALE I." _ ' Di 'SURVEY NQ 4:117.1 Miami Shores Village Building Department Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET D6---ZgE1 t eve WO* Reviewer: Claudio Grande C.B.O 305 -795 -2204 Ext 1430 BUYER #1 S.S. NUMBER: ?61-75-= 6 817 BUYER #2 S.S. NUMBER: 589-36-3662 This document prepared by: Record & Return to: Return to: Prudential Relocation Services Property No.. c'bGkS4(-t° 16260 North 71st Street Scottsdale, e.5254 Property A pralser's i-,arceu.l °(folio) Numbers) 113206p0144050 111111111111111111111 111111 1 111111111 11111111 CFN 2003R089778 x'731 OR Bk 21876 Pss 3574 - 3.575; (2p3s) RECORDED 12/I)5/2003 13:20:09 DEED DOC TAX 0320.00 HARVE'f RUV'IN► CLERK OF COURT MIAMI -DADE C-OIJWT't ► FLORIDA WARRANTY DEED SPACE ABOVE THIS LINE FOR RECORDER'S USE THIS INDENTURE was made and is effective as of the date of delivery to Grantee which may be a date after the date on which the last Grantor signed this document as acknowledged before a notary or consul, between Grantor: ROBERT G. BARRIS AND VERONICA M. BARRIS A/K/A VERNONICA M. BARRIS, HIS WIFE and Grantee: MANUEL RIVERO and .LOURDES RIVERO, his wife whose street address shall be 1286 N.E. 95 Street, Miami Shores, FL 33138 • • • •• • •••• • • •••• ••• • • • • • .• WITNESSETH: That Grantor for and in consideration of the sum of TEN DOLLARS ($10.00) ;neither goofii•anq,valuabi • consideration, the sufficiency of which is hereby acknowledged, paid by Grantee, the receipt of which is Dopy acknnWIWed, has. • • • granted, bargained and sold to the Grantee, Grantee's heirs and assigns forever, the following described Ipp�,.t,�o wit: .... ' • • • • • .. .. •• • LOT 3 AND 4, IN BLOCK 85, OF MIAMI SHORES SECTION NO. 3, ACCORDING TO THE PL�j'• REOF, A$ RECORDED IN PLAT BOOK 10, AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI -DADE CpUIITT, FLORJINA. • • •••• • • SUBJECT TO: Restrictions, limitations and easements of record, if any; however, this conveyance shalltntprve td reimpose same. Taxes accruing subsequent to 2003 . Mortgage(s) to be assumed and paid b t Grantee, if any: • • • AND the Grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year notarized below. U ARE REQUIRED TO HAVE TWO (2) WITNESSES AS TO EACH GRANTOR (EACH WITNESS MUST PRINT /HER NAME BELQW F IS /HER SIGNATURE): (P TURE OF WITNESS 1 L. T NAM OF WITNESS 1) RE OF WITNESS 1 Cu,Un MEd() (PRI NAME OF WITNESS 1) 0 NATURE OF WITNE '(\c c 4 TA RO : ERT G. BARRIS (PRINT NAME OF WITNES (PRINT NAME OF WITNESS 2 L.S. Ll ' L.S. VERONICA M. BARRIS The forwarding address for ROBERT G. BARRIS is: "gI) CM 4C & . ItUr `e � � . t CT ° "2(4 The forwarding address for VERONICA M. BARRIS is:elCi CACI Aatat Kd . - rLi refer r CT 06 8'2AI • Page 1 of 2 e-Di STATE OF R6GRIDA Id COUNTY OF 1 „�' OR Bk 21876 PG 3575 LAST PAGE The foregoing instrument was acknowledged before me, a Notary Public, this W day of t,2 ,.�. by ROBERT Boom ,yBQ►RJ IS, 7ha was ersonally known to me, or who produ ed the following identification: Di a u e of N 4 J Printed ame of Notary My Commission Expires: My Commission Number: STATE OF COUNTY OF j � r The foregoing instrument was acknowledged before me, a Notary Public, this day of by VERONICA M. B _ RRIS, who was personally known to me, or who produced the following ntification: Printed Name of Notary My Commission Expires: My Commission Number: • • • • • •• • •••• •••• ••• • • • •• • •••• • • • • • • • • • •••• • •• • • •• •• •••• • • • •• • • • • • • • • •... • • •••• • • • • •• • •• • • • • • • • •• • • • • • • • • ••••• • • • • • Page 2 of 2 F t •. LEGEND OF SURVEY ABBREVIATIONS A • ARC DISTANCE A/C .... AIR CONDITIONING C CALCULATED CLCLEAR CeNC ENCROACHMENT - PIP FOUND IRON PIPE O.HOVER HANG P_8PLAT BOOK PA- PROPERTY LINE UP ... UTILITY POLE C.B. CATCH BASIN CA.....CENTER LINE P.C.....POINT OF CURVATURE P.O.B... POINT OF BEGINNING W.M.... WATER METER M MEASURED CONC .. CONCRETE F.D FOUND CBS... CONCRETE BLOCK STRUCTURE O.U.L ...OVERHEAD UTILITY LINE P.C.C... POINT OF COMPOUND CURVE P.O.C... POINT OF COMMENCEMENT BLDG .. BUILDING C.H CHORD DISTANCE D.EDRAINAGE EASEMENT F.H FIRE HYDRANT RADIUS CERTIFY TO: Manuel A. Rivera Law Office Of Hickey & Hickey, P.A. Attorneys' Title Insurance Fund, Inc. Citimortgage, Inc, Its Successors And /Or Assigns Citibank, F 5 B, Its Successors And /Or Assigns LEGAL DESCRIPTION: Lot: 3 dL 4 Block: 85 Subdivision: Miami Shores Section No. 3 According to the Plat thereof as recorded in Plat Book: 10 Page: 37 Public Records of MIAMI -DADE County, Florida. AbbPESS: 1286 NE 95 STREET MIAMI SHORES, FL Encroachments Noted: O k 3. LOCATION SKETCH l SCALE: 111 p NOVD ... NATIONAL PEODETP:2 VERTICAL DATUM PRC ... POINT OF REVERSE CURVATURE RAD ... RADIAL R/W ...RIGHT OF WAY SEC... SECTION SCR... SCREENED B.I.P. ... LET IRON PIPE SWK .. AIDEWALK U.E. .... UTILITY EASEMENT CNLF CHAIN UNK FENCE ither 5 T, L. , 5t) rzAt Y -rtt: 1,1146. Sheet 1 of I FLOOD ZONE: AE ._ THIS IS A FLOOD HAZARD ZONE `THIS I5 NOT A FLOOD HAZARD ZONE PANEL NO.:. 93/J COMMUNITY #: 120652 BATE OF FIRM: 07/17/1995 BASE FLOOD: 9.00 FINISH FLOOR: ELEV LOWEST CERT' ADJ GRADE • • . . :CO • la • G)57.14 jr'1 L.I MI1 ' • •.•• • • •••• ••• • • • •• • .. • • • • zis ' A-85� NOTES: A) 411 Maranon and/or encroachments shown honor are of apparent nature. Pence ownership by vioual memo. Legal ownership of fences not determined. .. 8) This survey Is intended for mortgage or refhance purposes any exclusively for this use by those to wham it is certified. This survey Is net to be used for eawtnution, pendtti g, design, or any other use without written con- sent of Thomas T. Kelly, Incl. C) Cede restriction and title search are not reflected on this survey. D) The flood !ifamwtian shown hewn does not In ly that the referenced property will or will net be free from flooding or damage and don not create liability en the part of the firm, any officer or employee thereof, for any damage that results from reliance en said information. E) The lands depleted hereon were surveyed per the legal description and no claims as to ownership or natters of title are made or implied. P) Underground Encroachments, if any, not lecetsd. I hereby certify that the army represented Mimeo meets the minimum tedudeal scene -�yora 81 - by the Bond Land, Coda on A. REA, P.S. & M. #4858 ATE OF NO AL UNLESS WITH AN EMBOSSED SURVEYORS'S SEAL NOTES: 1. IF SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. D. SHOWN, ELEVATIONS ARE REFERRED N.G.V.D 1929. 3. THIS IS A BOUNDARY SURVEY. • • .or f'Ui- • • • • • • • •,• • • • • • THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX DATE FIELD WORK 11/07/2003 SCALE , = , to 1 'SURVEY 6NO. DIrfir PPcd sGtr iuvisad lialL1111.1. 01101 Building Department iv©MT:77774 JAN 0 3 2007, 1,0 B Y: ........ .......... Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET aa-/989 /yoga 4,fixi 11) a- Aforw___ -ro Sr leffirni AIM _ ,/ IP AEA - • • • • • • • • • • V • • • • • • • • 0110 • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • Reviewer: Claudio Grande C,13,0 305-795-2204 Ext 1430 Window Wind Load Calculation For: Manny Rivero Residence 1286 NE 95 Street Miami Shores, Florida By: DIXON E. ALVARINO, R.A. AR 91869 ARCHITECTURE INTERIOR DESIGN PLANNING HISTORIC PRESERVATION 141 NE 3rd Av, STE 201 Miami, Fl. 33132 Tel. 30 -5 -579 -9279 Fax 305 - 579 -9278 Ick'554 •••• • • • • •• • • • • • • • •• • ••• • • • • • •• • • • • •••• • •• • • • • • • • • •••• • • •• •••• • • • • •• • •• •• • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • WINDO5 v1 -1 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Dixon Alvarino A.R. Company Name: Description: Proposed new carport conversion for Rivero Residence, Miami, Florida Structure Type Basic Wind Speed (V) Building 146 Struc Category (I, II, III, or I` III mph Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Type of Roof Kd (Directonality Factor) Hipped 0.85 Deg Eave Height (Eht) 8 .00 ft Ridge Height (RHt) 12.00 ft Mean Roof Height (Ht) 10.00 ft Width Perp. To Wind Dir (B; Width Paral. To Wind Dir (L 24.50 ft 28.25 ft Type of Structure Height/Least Horizontal Dim 0.41 Flexible Structure No Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 Zm Zmin Izm Lzm Q Gust2 Cc * (33/z)^0.167 I *(zm /33) ^Epsilon Importance Factor 1 1.15 Hurricane Prone Region (V 1O # mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = Zmin = 0.200 15.00 ft 15.00 ft 0.2281 (11(1 + 0. 63 *((Min(B,L) +Ht)/Lzm)^0.63)y0.5 0.925 *((1 +1.7 *Izm*3.4 *Q) /(1 +1.7 *3.4 *Izm)) 427.06 ft 0.941.1 • 0.894'0 • • • Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max+ Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc,. Copyright 2006 e••• • • •••• • • •• • •• 4/10/2006 •••• • • •••• • ••• • • • • • • • • • • •• • • • • • • • • •• •••• • • • •• • • • • • • • • • •• • • • • • ••.1• • •. • • • • Page No. 1 of 4 • • • - • WINDO5 v1-1 Detailed Wind Load Design (Method 2) per ASCE 7-05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev Kz Kzt qz Pressure (111/ftA2) 2.01*(15/zg)A(2/Alpha) 0.85 Kht Windward Wall* 0 Qh 11)**2 +GCpI -GCp1 15 0.85 1.00 45.28 22.64 38.94 Figure 6-6 - Extema Pressure Coefficients, CD Loads on Main Wind-Force Resisting Systems (Method 2) .-57.;:.::.1:..7.v....:.....y.,,-.., Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 4/10/2006 • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • .,,,i.: ....,..f,,,,,,,,.....,..„........,,....-.....„..:-,..-......,.... „. :. -..... , ... „.- „.. .... - .,,,,,,,,,,,,,,,,,,...,......,,,.......-......--..... ,-.....,..-..,,,,4,---,..,......i: Roof Area (sq. ft.) Kh 2.01*(15/zg)A(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V)A21*Kh*Kht*Kd 45.28 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*1/^2*1*Khcc*Kht*Kd 45.28 psf .-57.;:.::.1:..7.v....:.....y.,,-.., Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 4/10/2006 • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • .,,,i.: ....,..f,,,,,,,,.....,..„........,,....-.....„..:-,..-......,.... „. :. -..... , ... „.- „.. .... - .,,,,,,,,,,,,,,,,,,...,......,,,.......-......--..... ,-.....,..-..,,,,4,---,..,......i: Roof Area (sq. ft.) Reduction Factor 1.00 "6 Leeward Walls (Wind Dir Normal to 24.5 ft wall) Leeward Walls (Wind Dir Normal to 28.25 ft wall) Side Walls -0.47 -0.50 -0.70 -26.22 -27.39 -35.09 -9.9? -11.09 -18.79 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i. ..... efrn Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward only) -0.62 -0.10 -0.48 -0.62 -0.48 0.80 Developed by Meca Enterprises, Inc. Copyright 2006 -32.14 -11.84 -26.50 -23.99 -18.34 30.79 -15.83 4.46 -10.19 -23.99 -18.34 30.79 Page No. 2 of 4 WINDO5 v1 -1 Detailed Wind Load Design (Method 2) per ASCE 7 -05 tttd .Paraliel to Ridg ft Tkteta #or and tdorinai::t Dist from Windward Edge: 0 ft to 20 ft - Max Cp Dist from Windward Edge: 0 ft to 5 ft - Min Cp Dist from Windward Edge: 5 ft to 10 ft - Min Cp Dist from Windward Edge: 10 ft to 20 ft - Min Cp Dist from Windward Edge: > 20 ft -0.18 -0.90 -0.90 -0.50 -0.30 -15.08 -42.79 -42.79 -27.39 -19.70 1.22 -26.49 -26.49 -11.09 -3.40 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *I mpFac *Kh *Kht *Kd Angle of Roof = 0.85 1.00 45.28 = 14.0 Deg Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 45.28 13.49 29.79 2 -0.69 0.18 -0.18 45.28 -39.39 -23.09 3 -0.44 0.18 -0.18 45.28 -27.89 -11.59 4 -0.37 0.18 -0.18 45.28 -25.09 -8.78 5 -0.45 0.18 -0.18 45.28 -28.53 -12.23 6 -0.45 0.18 -0.18 45.28 -28.53 -12.23 1 E 0.72 0.18 -0.18 45.28 24.63 40.93 2E -1.07 0.18 -0.18 45.28 -56.60 -40.30 3E -0.63 0.18 -0.18 45.28 -36.50 -20.20 4E -0.56 0.18 -0.18 45.28 -33.33 -17.03 p = qh * (GCpf - GCpi) Figure 6 -11 - External Pressure Coefficients, GCp Developed by Meca Enterprises, Inc. Copyright 2006 • • • • • •• • • 4/10/2006 ••. • • • •••• • ••• • • • • • •• ••• •• • • • • • • •••• •• • • • j • • • • • •••• • •• . •• • • •••• ••• • • • • •• •• •• • • • • • • • • • • • •• • • • • • • .• •.•4 • • ''K' • D' Page No. 3 of 4 WINDO5 v1 -1 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 2.45 =_> Hipped Roof 7 < Theta < =27 3.00 ft Double Click o any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ft "2) Zone GCp Wind Press (Ib/ft"2) Max Min Max Min window 1.75 3.16 5.53 4 1.00 -1.10 53.43 -57.96 window 5.33 3.16 16.84 4 0.96 -1.06 51.62 -56.15 Door 3 6.67 20.01 4 0.95 -1.05 51.02 -55.55 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 4/10/2006 • • .... • • • • .. • ••• • • • • • .. • •••• •• • • • • • •.•• • •••• • • • • •• • • • •. .. .. • . • • • . • • • i�� % iV • '..•0 •:.N \�b...: • Page No. 4 of 4 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ ]New System [ X ]Existing System [ ]Holding Tank [ ]Repair [ ]Abandonment CENTRAX #: 13 -SG -30448 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 06 -2767- -E [ ] Innovative Other ]Temporary [ NA APPLICANT: Rivero, Manuel AGENT: OWNER, PROPERTY STREET ADDRESS: 1286 NE 95 St Miami Shores FL 33138 LOT: 3 BLOCK: 85 SUBDIVISION: Miami Shores Sec 3 [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] PROPERTY ID #: 11- 3206 -014 -4050 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1050 ]Gallons SEPTIC TANK A [ 0 ]Gallons N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 MULTI - CHAMBERED /IN SERIES: [Y ] MULTI - CHAMBERED /IN SERIES: [Y ] ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 405 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ N ]STANDARD [ N ]FILLED I CONFIGURATION: [ N ]TRENCH [ N ]BED N F LOCATION TO BENCHMARK: F.F.E.: 8.20' NGVD [ N ]MOUND [ N ] [ N ] I ELEVATION OF PROPOSED SYSTEM SITE [ 0.0 ] [ FEET E BOTTOM OF DRAINFIELD TO BE [ 0.0 ] [ FEET L D FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 0. ] [ BELOW] BENCHMARK /REFERENCE POINT ] [ ]BENCHMARK /REFERENCE POINT OTHER REMARKS: 0 ] INCHES 1.- Existing 1050 gal. septic tank and 405 sq. ft. drainfield, permitted and approved by OSTDS on 08/23/2006 to remain. 2. -Will not be increase in sewage flow, change in characteristics or expected disruption to the existing septic system or invalidating unobstructed reserve area reduction. 3. -This permit is granted for the addition of a new media room area only. SPECIFICATIO e= cY: OSPINA, P TITLE: APPROVE BY. Os pin , Pe• ate" ITLE• 9 „ie Dade CHD DATE ISSUED: 11/13/06 EXPIRATION DATE: DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 001 - 4016 -0) [ostds_cons_4016 -1] Page 1 of 2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ ]New System [ X ]Existing System [ ]Repair [ ]Abandonment APPLICANT: Rivero, Manuel ]Holding Tank ]Temporary AGENT: OWNER, PROPERTY STREET ADDRESS: 1286 NE 95 St Miami Shores FL 33138 LOT: 3 BLOCK: 85 X 989 CENTRAX #: 13 -SG -30448 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 06 -2767- -E SUBDIVISION: Miami Shores Sec 3 [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] PROPERTY ID #: 11- 3206 - 014 -4050 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1050 ]Gallons SEPTIC TANK A [ 0 ]Gallons N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 D [- 405 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ N ]STANDARD [ N ]FILLED I CONFIGURATION: [ N ]TRENCH [ N ]BED N F LOCATION TO BENCHMARK: F.F.E.: 8.20' NGVD MULTI - CHAMBERED /IN SERIES: [Y ] MULTI - CHAMBERED /IN SERIES: [Y ] ]DOSES PER 24 HRS # PUMPS[ 0 ] [ N ]MOUND [ N ] [ N I ELEVATION OF PROPOSED SYSTEM SITE [ 0.0 ] [ FEET ] [ BELOW]BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 0.0 ] [ FEET ] [ ]BENCHMARK /REFERENCE POINT L D FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 0.0 ] INCHES OTHER REMARKS: 1.- Existing 1050 gal. septic tank and 405 sq. ft. drainfield, permitted and approved by OSTDS on 08/23/2006 to remain. 2. -Will not be increase in sewage flow, change in characteristics or expected disruption to the existing septic system or invalidating unobstructed reserve area reduction. 3. -This permit is granted for the addition of a new media room area only. SPECIFICATI BY- OSPINA PED APPROVE TITLE: TITL 1f Dade CHD DATE ISSUED: 11/13/06 EXPIRATION DATE: DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 001 - 4016 -0) [ostds_cons_4016 -1] Page 1 of 2 STATE OF FLORIDA DEPARTMENT OF HEALT ONSITE SEWAGE DISP05`AL.SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION- --FOR: [ ] New 'System-- [ '] Existing System [ - _- ] Repair: ; [ ] Abandonment Holding Tank Temporary. Innovative APPLICANTs AGENT PNer0 TELEPHONE: " ✓;® s MAILING ADDRESS: TO BE COMPLETED BY'LAAPPLI @_ OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105( )fmi OR 489.552, FLORIDA STATUTES. -r,; PROPERTY INFORMATION LOT:541-4 BLOCK: PROPERTY ID i01\-2A110-CA -)4 . PROPERY SIZE: .0 ACRES WATER SUPPLY: ] PRIVATE IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y i e3 , 4oii r 3� ATT D: ZONING: I/M OR EQUIVALENTt . j :Y / N ] ] >2000GPD PROPERTY ADDRESS: DISTANCE TO SEWER:' BUILDING INFORMATION'- Unit Type of No: Establishment [9 = J RESIDENTIAL No. of Building Commercial /Institutional Systea'Design .Bedrooms _Area Sgft Table 1, Chapter 64E -6, VAC' bruy t 7 Page 1 (Previous editions may be used) er: 5744- 001 - 4015 -1 iV Page 1 of 3 APPLICATION FOR: APPLICANT: AGENT: TELEPHONE: MAILING ADDRESS: LOT, BLOCK, SUBDIVISION: DATE OF SUBDI ON: PROPERTY ID#: ZONING: PROPERTY SIZE: WATER SUPPLY: SEWER AVAILABILITY PROPERTY ADDRESS: DIRECTIONS: BUILDING INFORMATION: TYPE ESTABLISHMENT: NO. BEDROOMS: BUILDING AREA: BUSINESS ACTIVITY: FIXTURES: SIGNATURE / DATE: Ch type of permit, if "Other" specify type in blank. Property owner's full 'n e. Property ' y ; 's legally authorized re Telephone number for applicant or agent. P.O. box or str c t, city, state and zip ling for applicant or agent. Lot, bl c k, and subd on for lot (r ed or un edsubd on). If lot is notin a r} .,jaded subdivision, a « py of the lot legal d - on or deed must be attached. Official date of subdi < j n re originally «• riled. Dividing an conveying Fership shall be co ed In « =.. my plat , ' (month/day /year) or date lot ved lot into „e• or ••re parr ;43 for the purpose of ered a subdivision of the lot. 27 character number for property. CHD section/township /range /parcel number. Sr• ` `, zoning and whether or not property is in I/M zoning or equivalent usage. y require property appraiser ID or Net exdusive of all paved areas and prepared road ° in public rights -of way or easements and exclusive of stre , lakes, normally t drainage ditches, marshes, or other such bodies of water. Contiguous unpaved and non - compacted road rights-of-way and e = :ments with no subsurface o «. ►3 may be Included in cal tang lot area. Check private or public <= 2300 gal 3 a per day or public a 2000 gallons per day. Is sewer available as per 381. + .5, Florida Statutes, and distance to se r in feet. area of property in a = (square footage divided by 43,560 square feet) Street E. • forproperty. For lots `jut an gned or road and locale in county. Provide detailed i ctions to lot or attach an Check . Fential or rdat. List type of esta single wide mobile Table 11, Chapter 1 nt, ray . or's office. ss, indicate map showing lot . : a on. f iS -<. Count aH ro ° ° designed : «rity for sleeping and th provide sleeping accommodations for f. ' . pants, FAC. es: single are expected to routinely Total square footage of ends . h area of • Iling unit, exduding garage, carport, exterior storage 4s ;, i , or open or fully ened patios or decks. Based on outside measurements for each story of st urea For comma institutional apt' hours of operation, or other inf Mark Floor/Equipment Drains or only. List number of employees, shifts, and tion required by Table II, Chapter 100-6, FAC. rs and > «{ _ item or 'WA” if not applicable. Signature of applicant or agent. Date application submitted to the CHD fees and atta eats. ATTACHMENTS: A site plan drawn to le, showing buildings, swimming pools, recorded a ments, onsite ge d' property, any existing or proposed wells, drainage featu: , filled areas, o wells, onsite sewage disposal systems, surface wat . , and other pe the features are with 75 feet of the applicant lot. L :.tion of any public plan (residences) . wing number of bed • j. : and building area of plan showing the square footage of the esta °k >° =went, , ;, pi bang drains to determine composition and quantity of waste er. with dimensions, locations of !system ponents and 1 ed areas, and surf orfeatu3 . on adj appropriate or n, slope of water. L.r == ion of rn Property, if n 200 feet of lot.,, For .=en « : , a floor unit. For nonresidential establishments, a floor fixture types, and other features n ., ;, , : ry STATE OF FLORIDA DEPARTMENT OF ;HEALTH _ONSITE,SEWAGE DISPOSAL SYSTEM SITE .EVALUATION AND SYSTEM SPECIFICATIONS iffi freEit 0 BLOCK: SUBDIVISION: PROPERTY ID s //'...64q°60/ , [Section /Township /Range /Parcel No EMPLO EE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. `YES [ ] NO NET USABLE AREA AVAILABLE :'0 ACRES GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER- TABLE 2) G OA PER DAY [ 1500 GPD /ACRE. OR /10 S UNOBSTRUCTED AREA REQUIRED: 00 SQFT ., == =.�:., = =_= = = = =_' TO BE COMPLETED BY ENGINEER,u REALTE UN PROVIDE REGISTRATION NUMBER AND SIGN or Tax ID Number; --= = PROPERTY SIZE CONFORMS TO SITE P TOTAL ESTIMATED SEWAGE FLOW: AUTHORIZED SEWAGE FLOW: UNOBSTRUCTED AREA AVAILABLE :, BENCHMARK /REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS = = TEE MYNIMUMSETBAC ACE WATER: W,LS: PUBLIC: BOILDINGs .?Ot1NDATI . NS: 00 [INCHES /FT] [ABOVE/ BELOW] BENCHMARK /REFERENCE POINT WHICH CAN BE MAINTAINED. FROM THm. '$NOPOSED SYSTEM TO THE FOLLOWING FEATURFjS :r, FT DITCHES /STALES: r FT 1�TORMALLY WET? [ ] YES/ ¢ FT LIMITED 'USE: FT IVATE: FT 1 NON OTABLE: r FT F OPEE TY LIN FT OTAB i11TER LXN 1,-. 1 0 YEAR FLOODING? SITE ELATION: SITE SUBJECT TO FREQUENT FLOODING: [ ], YES, 10 YEAR ?LOGO ELEVATION FOR SITE: 5#' SOIL PROFILE 'INFORMATION SITE 1 SOIL PROFILES INFORMATION S Muasell / Color loy r. g ( i Texture Depth 0" to to ,a to to to to to USDA SOIL SERIES: 0 4J 0 / M z OBSERVED WATER TABLE: __ INCHES [ABOVE / BELOW] EXISTIN ESTIMATED WET SEASON WATER :TABLE - ELEVATION «u, -.64,7 ..... INC HIGH WATER TABLE VEGETATIONr [ .] YES NO MOTTLING: [ SOIL TENURE /LO_ADX RATE FOIL - SYSTEol- 81-ZtN DRAINFfi �`L C6NFIGURATIONt [ ] '.TRENCH REMARKS /ADDITIONAL CRITERIA , ... ... DEPTH OF EXCAVATION: I•NCHE$ BED [ ] OTHER (SPECIFY) :.... _. DH 4015, 10/93 (Iiepiabes HRS-H Ferro 4015-[Page ‘31 )145th may be used) (Stock Number: 5744 - 0.0540154 DATE: F Page 3 if INSTRUCTIONS: PERMIT NUMBER: Permit tracking number by County Health Department. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot. PROPERTY ID NUMBER: 27 character number for property (property appraiser ID number or section /township /range /parcel number). PROPERTY SIZE: Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: UNOBSTRUCTED AREA: Record the estimated sewage flow for the establishment from Table 1 (residence) or Table 2 (non - residential), Chapter 10D -6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter 10D -6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. MINIMUM SETBACKS: Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. FLOOD INFORMATION: Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required: Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refasals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. WATER. TABLE: Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. SOIL TEXTURE: Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evacuation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE 1 [ + ] SHOT H.I. H.I. [ - ] SHOT SITE 2 H.I. [ - ]SHOT SITE 3 H.I. [ -]SHOT STATE OF FLORIDA �..- `r _1 DEPARTMENT OF HEALTH ' °' 73 APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number PART II - SITE PLAN Scale: Each block represents 5 feet and 1 iXtch = 50 feet. I t V ifWIX IJ .! . f' _ ._.#!!!. _ .....}. �s -- •-• 'T'...""p J ~' i -{ d. } �.. .. F.. jYgt L aa. Y«y1. ' -- ¢-"S'- _t'.. _ - } ..,- :.•. _ a..,y -r_ -' J 4 d $ a -1 y .. j .... $t 1^ 7 -t ti !'v' g : d �Y 55 -r r � � r Y .f p ,.{ ,y., - L..2,._ } .. .. j}�- �,.•.#,,. •.{. #' ! i +�y/y�. t d- - rf 2 tr qv Y _ --�' "4 • } i 9 111IMM -t Eta ,' r r a ;° r % ~! t r 6 �+ L „;�°!. Y `# ' aritiontor �t you* � 7' i � Vt• t.. }T >i 1 3#TJ ;.Ai'ii' 1-'a' R f} ■e� 1 ten! - HIM � i ,� t / - 4_ -._i t 7 3"'--- 3.-..w # {- - •ll - -, T ■ II R _-� MI • lll[ 4- i 4-4 61$11111111111rn.1101111.11IN II 61M , ■111 UMW a a l 1 t $ t i _,NMI CLUESEIMINSUMBE - -..... , _ .. +�i �N i rm arwd rES t�'at��lR�nR t lrr IMO IMO MM Site Plan submitted by: Plan Approved By County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT t-re3 Ti `rrii_p itazie efid e_,I r1� dy" Signature Not Approved C�tUi'�r- o Tide Date DH 4015,10196 (Replaces HRS-H Fonn 4018 which maybe used) (Stock Hunter: 5744-002-4015 -e Page 2 of 3 inINUMBEMENEW/1 x .- ...<.{ .�._'(t'. �. .,�....P i ...: � IMO i i. _.�.. " "'S`.a� d d` - .'•.°" �... "�" Y Y _ _t-.- i i W. } } 1 `.� �—$ -c .f , ( a aM`i r r' � �Jr`?' r +tai % .4 t tires i ix � ■ j , .�...�.J § Site Plan submitted by: Plan Approved By County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT t-re3 Ti `rrii_p itazie efid e_,I r1� dy" Signature Not Approved C�tUi'�r- o Tide Date DH 4015,10196 (Replaces HRS-H Fonn 4018 which maybe used) (Stock Hunter: 5744-002-4015 -e Page 2 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS/ Fs- SUBDIVISION: #: 3P)0'01.:(4 (10SOS anion /Township. %"Range /Parcel No. == = = - = =""' = TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUUALIFIED PERS . ENGINEER °S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND/SEAL EACH PAGE OF SUBMITTAL. CO l.�f ALL ITEMS. t Tax ID Number' - = -_ YES [ ] NO NET USABLE AREA AVAILABLiJ ACRES GALLONS PER DAY D - / OTHER -TABLE 2) GALLONS PER DAY [1500' GPD /ACRE OR SQPT UNOBSTRUCTED AREA REQUIRED: SQFT PROPERTY SIZE. CONFORMS TO SITE P TOTAL ESTIMATED SEWAGE FLOW: AUTHORIZED SEWAGE FLOW: UNOBSTRUCTED AREA AVAILABLE: ELEVATION OF PROPOSED SYSTEM SITE IS THE MINIMUM SETBAC SURFACE WATER :' WELLS: PUBLIC: :INA . BUILDING FOUNDAT •11' ill c_ INCHE [. ICH CAN BE MAINTAINED FROM THE FT DITCHES/SD Ss' FT LIMITED USE: FT FT PROPERT LINES: NC _;t /REFE4 NCE P P''•+ OSED SYSTEM TO THE FOLLOWING FEATURES FT N. REALLY WET? [ ] YES I VATE : � ; a FT NON- POTABLE: FT POTABLE WATER LINES: / FT 10 YEAR sFLOODING? " [ ]-YES [ 1-.NO SITE ELEVAT *ON: ,5 :,� OFT MSL/ SOIL PROFILE INFORMATION SITE 2 SITE SUBJECT,TO FREQUENT FLOODING: [ ] 1ES cog 10 YEAR FLOOD ELEVATION FOR SITE tF`:MS SOIL PROFILE INFORMATION'SITE 1 Munseli -' olor 0' 1,. ,r Texture Depth. to to to to for exture to ;0 USDA, SOIL SERIESTIR REMARKS /ADDITIONAL C1 ,ITERIA: OBSERVED WATER TABLE: INCHES [ABOVE''/ BELOW] EXISTING GRADE. TYPE: ESTIMATED WET SEASON WATER -TABLE ELEVATION: 40 INCHES , [ ABOVE / HIGH WATER TABLE-1VEGETATION: [,,,,-/--YES ,541 NO MOTTLING :' [ ] YES xl NO tn. .. SOIL TEXTS /LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH ] BED C EXIS DEPTH# DEPTH OF EXCAVATION: INCHES, OTHER (SPECIFY) SITE EVALUATED BY: DH 4015, 10/96 (Replaces HRS.H Form 4015 [Page 3) which may be used) (Stock Number,' 5144- 003 - 4015 -1) Page 3 of 3 INSTRUCTIONS: • PERMIT NUMBER: Permit tracking number by County Health Department. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot. PROPERTY ID NUMBER: 27 character number for property (property appraiser ID number or section/township/range/parcel number). PROPERTY SIZE: Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights-of-way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: UNOBSTRUCTED AREA: Record the estimated sewage flow for the establishment from Table 1 (residence) or Table 2 (non-residential), Chaptcr 10D-6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies) If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter 10D-6, FAC. The unobstructed area must be contiguous to the drainfield. • BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. MINIMUM SETBACKS: FLOOD INFORMATION: SOIL PROFILE INFORMATION: WATER TABLE: SOIL TEXTURE: Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. Record information on lot's subject to flooding. For lots subject to flooding record 10 year flood elevation for site and actual site elevation. Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate it there is high water table vegetation present. Indicate if mottling is present and depth. Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type, ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE 1 [ + ] SHOT H.I. [ - 1 SHOT SITE 2 H.I. [ - 1 SHOT SITE-3 H.I. 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Notes: er Aire t0;71- Site Plan submitted by: Plan Approved By Signature Not Approved PP s . -r► mt ) z o /A1 0 r Title Date County Health Depa ALL CHANGES`MUBT BE APPROVED BY 'THE COUNTY HEALTH DEPARTMENT O 4015.1GM86 (Replaces HH&H lean 4016 which may be uee0) ( tockilumbe' 5744-00240154) Page 2,ef Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: 1/23/2007 Owner's Name: MANUEL RIVERO Permit Type: Mechanical - Residential Permit Expires: 07/22/2007 Work Classification: New Job Address: 1286 95 Miami Shores Village, FL Contractor(s) RAIRCON CORP Phone Primary Contractor Yes Additional Information Tons: A/C Classification: Residential 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 Permit Fee - Additions /Alterations Scanning Fee Submittal Fee Technology Fee Total: Amount $0.60 $0.20 $100.00 $3.00 ($50.00) $2.50 $56.30 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: MC -7 -06 -1990 Phone: (305)762 -7851 1132060144050 Lot: PB: Total Square Feet: Total Valuation: Re • uired Ins • ections Rough Rough Duct Ventilation Smoke Test Hood Smoke Det Test Final 200 $ 1,000.00 Invoice Number MC -7 -06 -25692 Total: Amt Due $56.30 , /Hex c,c/gi(X. Amt Paid JAN 2 9 PAID 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 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 BUILDING RECEIVED PERMIT APPLICATION it) 6 Z006 FBC 2004 Permit No. Master Permit No. Permit Type (circle): Building ,, aa Electrical Plumbing Owner's Name (Fee Simple Titleholder)I 44t dei 1 Loon s VP /0 Phone # Owner's Address 12a6 N q S "reef Roofing City /'it444t Sk9v 6.s state ) t. Zip 3513k Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 a $(7 q 134. S.kv'ec4 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 4.4- LTA` 13L) #$s Am `,/wee Is Building Historically Designated YES r Contractor's Company Name R/9-/ ECQ,t) NO Zip 4" I 3 Contractor's Address 1.44"S-,7 -; City !- ® /4R State TL Qualifier Name ....14U-1.011._ C,c��C9 �eZ State Certificate or Registration Not" Phone # n 3 8 S `t P `t Zip 33 /93 Phone # (' 6) 3�0 7� & 3ef ti , AbJaf Certificate of Competency No. Architect/Engineer's Name (ifapplicable) ,(t0 Phone # 3O 308 j.15 Value of Work For this Permit $ /0 00. Type of Work: Describe Work: Addition ❑Alteration b+,t Sea Squarj7Zineac Footage Of Work: ['New Re'pair/Replace *x,r *, *** * ***** * *, * * ** Fees*** ******* *** * * * * *** * * *** * ** *** ** * * * ** * ** 16& oO Submittal Fee Permit Fee $ Notary $ Training/Education Fee $ Scanning $ '5 s Radon $ Bond $ Structural Review. $ Code Enforcement $ DPBR $ * ** CCF $ n COO CO /CC Technology Fee $ Zoning $ Double Fee $ 0.0D 'l 0 Total Fee Now Due $ O � • 50 El- 5U -0 See Reverse side MG �j�� '-600..01) SOb ret5 eg (;42._ .04,04 Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Mortgagg, City State engleiis Nape if applicable) e£'s Ad Zip State "1-6 • *aF 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 Zip ) J 767 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ocu r s seven (7) days after /�,' ; ilddii permit is issued In `.sence of such posted notice, the inspection will 't be app >d ' a reinspection fee 0/ . ged or Agent The foregoing instrument as acknowledged before me this . day of J114-1' ,204, by 4:94/rrt2 dm who is personally knoviat to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: -- "'4 6 TIMOTHY J ELLISON •1•PaY p ` Notary Public - State of Florida • iMy Commission Expires Aug 17, 2009 Slat i/. v -? Tiy� Est i /✓ i Itairs Bonded By National Notary Assn. My Commission Expires: ,4L, / 2ro" APPLICATION APPROVED BY: (Revised 02/08/06) ontractor //� ,, The foregoing instrument was acknowledged before me this I"l - day of Jan , 20 01 by3bU Itz who is personally known to me or who has produced as identification and who did take an oath. NOTARY. ' c C: ow', ` ^ Mabel Varga, a Commission #DD23 19r; . L xiires :JUI 13,2gn; Bonded Thr�; imdind c.o Inc Sign: i Print: My C i I fission Expires: * * * * * * * * * * * * * * * ** oc\ Plans Examiner Engineer Zoning Mechanical Contractor BILL TO 24 HOURS/ 7 DAYS A WEEK 14957 SW 56 TERRACE MIAMI, FL 33193 (786) 367 -6386 C,AP 116)22_ k)a) el er U4./ IM P ✓ o/$ NAME / lio , J HVAC SERVICE ORDER INVOICE 1014 THIS WORK IS TO BE ❑ C.O.D. ❑ CHARGE ❑ NO CHARGE MAKE MAKE MODEL MODEL SERIAL NUMBER SERIAL NUMBER STHEE» PL=-- s DATE CITY A PROMISED CONDENSING UNIT COND'SATE DRAINS PHONE CALL BEFORE ❑ A.M. ❑ P.M. ❑ RECOVERED LEVFI ED CLEANED MAIN DRAIN ❑ RECYCLED CLEANED COIL REPAIRED MAIN DRAIN TECHNICIAN AUTHORIZED BY ❑ RECLAIMED CHECKED CHARGE CLEANED PAN DRAIN WORK TO BE PERFORMED ❑ RETURNED REPAIRED LEAK IN COIL REPAIRED PAN DRAIN ❑ DISPOSAL REPAIRED LEAK IN COPPER FURN. OR FAN COIL ❑ DISMANTLED ❑ CHANGED OUT/REPLACED TOTAL $ REF. REPLACED BELT REFRIGERANT R- LBS. { �^ I/r'1 / r r I I I { I I { I I 1 I I I I CHECKED MOTOR CHANGED MOTOR REPLACED BELT ADJUSTED BELT REPLACED PULLEY ADJUSTED PULLEY BELT ADJUSTED CLEANED BLOWER REPLACED CONTACTOR REPLACED BEARINGS REPL. START. RELAY OILED MOTOR CAPREPL. START. ACITOR OILED BEARINGS REPLACED RUN CAPACITOR CLEANED OR ADJ. CONTACTOR CLEANED HEAT EXCH. REPLACED HEAT EXCH. REPAIRED WIRING CLEANED OR ADJ. PILOT REPLACED FUSE REPLACED THERMOCOUPLE REPLACED COMPRESSOR REPAIRED VALVE EVAPORATOR CO L REPLACED VALVE FILTERS FILTERS BELTS x x I I {- 4 I I I 1 I I I I REPLACED EXP. VALVE ADJUSTED EXP. VALVE CLEANED BURNERS DUCT REPLACED CAP. TUBE REPAIRED CLEARED CAP. TUBE REPAIRED COIL LEAK ADJUSTED THERMOSTAT REPAIRED COPPER CONN. REPLACED CLEANED COIL ADJUSTED TOTAL MATERIALS LEVELED COIL ELECT. HTR. CLG TOWER REPLACED LINK CLEANED REPLACED KUX. REPAIRED WIRE PUMP(S) REPLACED CONT. GREASED REPAIRED MATERIALS 8 LABOR MAY BE CONTINUED ON OTHER SIDE TOTAL LABOR TERMS Ih Sena as ag said re authority s title to equipme seller can remove shall not be the work outlined above which has been satisfactorily completed. I agree that aterials furnished until final payment is made. If payment is not made d equipment/materials at Seller's expense. Any damage resulting from ponsibility of Seller. CUSTOMER SI RE FILTERS ❑ CLEANED ❑ REPLACED LIMITED WARRANTY: All materials, parts and equipment are warranted by the 2 T}g manufacturers' or suppliers' written warranty only. All labor performed by the above named TOTAL company is warranted for 30 days or as MATERIALS otherwise indicated in writing.The above named TOTAL company makes no other warranties, express LABOR or implied, and its agents or technicians are not authorized to make any such warranties on behalf of above named company. TRAVEL ❑ REGULAR ❑ WARRANTY CHARGE ❑ SERVICE CONTRACT TAX 764, cy&w TOTAL Inspection Worksheet Miami Shores Village loco 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/20/2007 Inspector: Perez, JanPierre Owner: RIVERO, MANUEL Job Address: 1286 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: RAIRCON CORP Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Block: Phone Number (305)762 -7851 Parcel Number 1132060144050 Lot: Phone: (305)388 -4468 Building Department Comments MECHANICAL FOR GARAGE ENCLOSURE VG 2 2, I N Passed Inspector Comments r. U AM. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, August 20, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 756.8972 Lae BUILDING `j )�a 6 Z006 PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Permit No. Master Permit No. Plumbing Mechanical Owner's Name (Fee Simple Titleholder) dm 1 ar fps i t4iO Phone # ,30°5- Owner's Address - / ,,_ i da City N144( SI4Ofel. State !� Tenant/Lessee Name etie Roofing Zip 35138 Phone # Job Address (where the work is being done) /046 ,t/, q 5 frees City Miami Shores Village County Miami -Dade Zip FOLIO /PARCEL # ,3 t.I 4: 85. lye . r SZc�s w� Is Building Historically Designated YES NO Contractor's Company Nacre VI, Contractor's Address Phone # 305 5 -.1717 I/ 3 2- City le h State Zip '� ®l e7 Qualifier Name t4 42 �c� /a.-t) 2 . State Certificate or Registration No. Certificate of Competency No.` evc. ®0 c9 f1' % Phone# '3a6 - q‘,2-907P: Architect/Engineer's Name (if applicable) NM/ PL%Mt t IA Phone # 30r lo$ ° /-543 Value of Work For this Permit $ / 00a Type of Work: '' Addition DAlteration Describe Work: PDtt t bSUE uare /linear Footage Of Work. Repair/Re lace D Demolition r** *** * ** * ** Fees*********,**** * ** * * ** ** ** ** * **** * * * * * *** * * * ** Submittal �� .�. e it Fee $ 225"°" cc-F$ (00 CO /CC Notary $ Training/Education Fee $ Technology Fee $ _ .DG Scanning $ b '° Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 41 See Reverse side ---> Bonding Company's Name (if applicable) Bonding Company'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 co • .f the recorded notice of commencement must be posted at the job site for the first • , 'ection w ch o s seven (7) days aft building permit is issued In the absenc of such : -:'e — otice, the inspection w t be ap; . e s d a reinspecfon fee ,41/. , 14 1 .r.l i►.1r /_... �= or Agent Con, . for The foreg ing instrument w. acknowledged before me this 25 day of .�v`.y , 20 D6, by who is personally known to me or who has produced personally p L/C As identification and who did take an oath. �bz0 7Z °6 - 3FS�f-O as identification and who did tAce an oath. The foregoing instrument was a . owledged before me this day of (TOO , 20 07, by r tom/ o who is ersonall known to me or who has produced f 2) u 1 NOTARY PUBLIC: ,,,, TIMOTHY J ELLISON ♦ • 1PRY P� j° ` Notary Public - State of Florida 41 1.s • My Commission Expires Aug 17, 2009 .o Commisson # DD 4& " " ", "•" Bonded By National Notary Assn. My Commission Expires:,' . /7/2407 ****************** ** ** * *,* * ** ** * *,* * * * * * * * * **** ** APPLICATION APPROVED BY: (Revised 02/08/06) * NOTARY PURL "o• Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning DYNATECH ao_I5 ENGINEERING CORP. DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: PROCTOR COMPACTION TEST 1 -31 -07 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 DYNAMICS BUILDERS Existing Driveway @ 1286 NE 95th Street, Miami Shores, FL. Dynamics Builders MATERIAL DESCRIPTION: Tan sand SAMPLED BY: RN TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 101b. Hanuner and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY 5.7 7.9 10.2 102.4 109.0 106.0 Optimum Moisture 8.2 Percent 100% Maximum Dry Density 109,4 lbs.lcu.ft. % Passing 3/4" Sieve 86 Percent As a mutual protection to clients, the - public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 109 107 105 - 103 101 99 - °l M 1 S T D R 4 6 8 10 12 14 Respectively submitted, Wissam N ani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S 1 T Y DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS 1 -31 -07 DYNAMICS BUILDERS Existing Driveway @ 1286 NE 95th Street, Miami Shores, FL. Dynamics Builders Test No. 1 Location: Test No. 2 Location: Test No. 3 Location: Test No. 4 Location: Test No. 5 Location: Description of Material: South side footings, West side of footer South side footing, East side of footer North side footings, West side of footer North side footings, East side of footer North side footings, Center side of footer Tan sand TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 107.8 107.4 108.1 107.5 107.7 MOISTURE CONTENT % 7.6 8.1 7.8 7.3 7.1 MAX. DENSITY IN THE FIELD % 98.5 98.1 98.8 98.2 98.4 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 109.4 109.4 109.4 109.4 109.4 OPTIMUM MOISTURE (%) r P P - P P _ p Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: RN Respectfully submitted, Tested By: RN -Checked By: RN i, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 qctgct Inspection Date: 07/16/2007 Inspector: Devaney, Michael Owner: RIVERO, MANUEL Job Address: 1286 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: V & F ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)762 -7851 Parcel Number 1132060144050 Lot: Building Department Comments ELECTRICAL FOR GARAGE ENCLOSURE JUL 1 7 NH Passed Inspector Comments PLEASE CALL MARLENE AT 305 - 887 -8132 TO SCHEDULE TIME. SHE MUST SEND SOME ONE TO T JOBSITE y / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, July 16, 2007 Page 2of2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/28/2008 Inspector: Grande, Claudio Owner: RIVERO, MANUEL Job Address: 1286 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: THE PINE RIVER COMPANY Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)762 -7851 Parcel Number 1132060144050 Lot: Phone: 786- 287 -0240 Building Department Comments REPLACEMENT OF EXTERIOR WINDOWS AND DOORS WITH IMPACT RESISTANT no more extentions after this date. J 4b■ 11 / Passed i Inspector Comments CREATED AS REINSPECTION FOR INSP- 50476. CREATED AS REINSPECTION FOR INSP - 48963. Windows and doors are not complete. Not all windows installed. 5/25/07 CG. 10/29/07 No one home for inspection, no answer at door. CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, May 27, 2008 Page 2 of 2 col[5 aulicb Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756:8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. VUS 1-- t g Master Permit No. Permit Type (circle . Building (�/�/�Electrica(l� Plumbing Mechanical Roofing Owner's Name (Fee Simple itleholder) (*IAA I�IAA el ¶¶.1 ve (l) Phone # 30 s)/(10 2- q ? s 1 Owner's Address (1 1 1 a SZp , City I GAS { OVC State P l _ Zip J 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Villa • e County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name P� K V ..r (/J , Phone # Contractor's Address _ _a 0 1 ra-- l ' \ k State SPI V C_CACICV rAk 12.4x0 Kt". ct s 5- City Qualifier State Certificate or Registration N Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Typeeof Work: Describe Work: - 7D)9\T9-0 0 Zip Certificate of Competency No. Phone # Square Footage Of Work: Addition [Alteration [New ! Repair/Replace [ Demolition do "S vai4h # * *... *.. * * * *. * ** y ** * * * * * * *n * * * * * ** CI Submittal Fee $ Permit Fee $ " G O � CCF $ Z L < SO CO /CC. Notary $ Training/Education Fee $ 1 . (PO Technology Fee $ . 2 5 Scanning $ 42 - Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 36"t (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 A1FIDAVIT: 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 broch ' will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of cowmen t must be posted at the job site for the first inspection which occurs even (7) days after the building permit is issued In r , ence of such posted notice, the inspection will nr. e approved an r' inspection fee will be charged. Signature Signature or Agent ontractor The fore oing instrument was acknowledged before me this 1 The fo oing ins ent was cknowledged before m e this I Z day ofl� 2t�, by MQ AU € L i c-1 veio , day o 20 by who is on, ly known to who has produced As identification and who did take an oath. S t: y Com f Yp Nagai Garcia * * * * * * * * * * * * * * * ** Commission Exgires Judy 9. 2009 who is personally known to me or who has produced as identification and who did take an oath. NOTARY P Si e -a COmIrij 01.i r ! m.: 8- aomi Garcia jnmission # DD446974 Expires July i m�am ^*r * *,v * * * * * ** res■ Inc I 800-385-7019 ******************** * **** * ** #*** **** **** *** **** #** APPLICATION APPROVED BY: chc 05/13/03 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal description of property and street address: 2. Description of improvement: 2 Mir-Am; ; '��0� -'S, I. - 21?)g q 1111111 11111 11111 11111 11111 1111111111 11111111 C F71.4 '7i )r i R05O2O7 DR Bk 25629 Ps 3647; Ups) RECORDED 05/17/2007 15.08 :18 HARVEY MIN: CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE _r IAA' 11 7 2007 B Y: - - -�- A 3. Owner (s) name and address: 1, 8" nu 2.1 12 ve rn V • la Interest in property: :Ie I L • Name and address of fee simple titleholder: e /� 4. Contractor's name and address: I t' _ y' _ \ P _ e 9 . % �~ l ..t.) • a (Qao Sl.D 1 a- mot. 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 6. Lender's name and address: Miami) -fit. '3135 STATE OF FLORIDA, COUNTY OF C.° DE I N , ?'V CERTIFY that this is s of the • ,original fi' , In ft, ,fie _„ IM TNESS iv hand HARVEY R 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: 8.1n addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., Florida Statutes: Name and address: 9. Expiration f this Noti • .1 Ili" 1 went (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Print Owner's Name Sworn to Notary Publi Print Notary's My Co •• n on Exp. Prepared by: l .b0(l/LAI Q t I O of Commission # DD446974 dm Expires July 9, 2009 .8 Pam 104 • • 000 • • • 4100 00 00 • • • 00 •0 • •••.••••• • • •••••• •• • ••••• •• • • 000 • • • • 000 • • • • 41 ..• . •• .• : k4Q(1•404�- 1 Roller • • • 0. • • . 0 41 O 0 00.`:iX�O $ • • • 0 • • ... ' i -VI 't I —15 CNVc-. OCo -0405 0(0 ▪ 4141 4141. 4141 5)16; .1An An 0• • K' . • • 00 • • • • • •41. •• s-f -Ft oor- cr mck Door Xr113A +xncjsI1 *r1st -1 s (Noa. ,0cp. 0809. �- renc.�, f)raout,. 9134)(90 w`'s -L q� 3j8 Hs- Ann . -1s( -mss) -1-0+A.1 : Isrvit Nom. D10- 08o9.Ort) I4S1145 9 }4 Or r 2on+a 1 at)! le r- 55x 3`35/4 511c.° E}n I $ fish -`►s (Noce. o - ot-os.c) co ET. [ r] Lei Caalznex (X) CCtsemeA f (9) a`IS X 38'18 1° 1% x 3831a +10 (-go. -1- r10/ -90 (Moog. (D5 -1 t/9.l l) (N 04.05-1(261. t l) 5I 1t.o` 1A r 4 H 5 5(0 ,� 1 (4N H 5 I (B)c mcii+(x) lq YEW 9o'/ +- 10/ --90 1 (l�1oa.0 -I12°41 i 1) g)Cm- (o) P `I s X l 8 5,11+ An- N +lo( -l5 mull (.4Z lX 23/4X•3r15 ocu . 0(0-012:S.09 d ':' . 2r ."('""fr,4:; -5-1140"144" (A0 o 0 0 q 2 511Ht : ' L • .. � J • • @-) tAtr't Z�n -i liol6' 6102, xC23 tiV:-104(t,i`tIAitbAl CA) - 04-occi) Abo IS4 L 308' :K) 0,ki` A NN ett° mac, 2o( -fit oor .. • • •........... H r (fa 22((er +1 qi(oot1/1/A-J (Jcc s O( -c Off. Ob) ncowc( !qt6't fhot/1-; 6_Joct - • • -Oq- -aa, 50i1(g) 01$C C9-)0,06etALg,k- 5YSX(°3 EVA;1\-‘1)1 tl ta( /DC / " ts-(izgst • • •. .. • • • • • • • • • • • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • • • ••• Miami Shores Building r}l��iartnzent: ::.•. • royal Schedule / Coin s arison Chart ' A'ddress:1�.� Product A Opening ID I I Descrl . tion of Window or Door or Mullion Product Acceptance Number • • • Product Approval •D n s,B• 11111'r e a' Ail Opening Design • i Pressure (•+ PSF ( -) PSF Rough Opening Size r JPermit No. 0 Shinier Required mullion Re. uired Yes / No Yes / No 5 IMMIIMEEMEM IMILWRITIMNIPM M Mid 111 d 111111112111 .11d - 112q.1 • — 1129.11 '' i � i1 . ahri w f_�.,i s II Eiso K O $ 1, 0 ` imazzahrffiturAstwarnilmummomssmarig r� winmamerwimaimutrommustaus irraramwmaimmim =MM. � rT i • lllIMbill1111111111111►l_ Ir; wr [SID IM! l ,� r4 Ioafw'a ii' _svii_11111111 M_ -ffiarvagswarvirm- 41111111MVIIIIIIIIMM1111111116701111 17671110111 74/477V111111111110011111111111103111111111111frall IN= ,v Mall ?0 ifirdali :FIMIO11111111EY 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 AHI (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 C -740 Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No, 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by PGT Industries, signed and sealed byRgcas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of ACceptdh'ce nu ib r'and expiration date by the Miami -Dade County Product Control Division. iS? IMeACT 1AT1NG: Large and Small Missile Impact LABELING: gaciptukt shall bear a permanent label with the manufacturer's name or logo, city, state and following staten3 ;'Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of tts ..1VOA shall be considered after a renewal application has been filed and there has been no chazthe appal@ building code negatively affecting the performance of this product. TE1 i NATION vf•this NOA will occur after the expiration date or if there has been a revision or change in the ma erialvse, a andkattianufacture of the product or process. Misuse of this NOA as an endorsement of any prcldtutt,for sale:, Wising or any other purposes shall automatically terminate this NOA. Failure to comply witirtrffspction o`'this'NOA shall be cause for termination and removal of NOA. AD'TISEMENT: 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 # 03- 0611.02 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The sMmitted documentation was reviewed by Herminio F. Gonzalez„ P.E., Director, BCCO' MIAMI-DADE COUNTY, FLORIDA zMETRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375-2901 FAX (305) 375 -2908 www.buildkaeodeonline.com NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2A06 Page 1 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued 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 HR -710 Aluminum Horizontal Roller Window -LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 7 of 7, dated 02/28/06, prepared by manufacturer, 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 Missile Impact Resistant • • LABELING; Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • • following Stategnent: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • • • • RENEWAL o this NOA shall be considered after a renewal application has been filed and there has been • no change ti? fit applicable building code negatively affecting the performance of this product. • : TERivitiliefpN of this NOA will occur after the expiration date or if there has been a revision or change ••••. nthe matgs, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement •:••vfiany pfqapct,efor sales, advertising or any other purposes shall automatically terminate this NOA. Failure • to comply.witli&ny section of this NOA shall be cause for termination and removal of NOA. • •ADVEWPj 1YIENT: The NOA number preceded by the words Miami -Dade County, Florida, and • • • • ftllowed;bx tli% expiration date may be displayed in advertising literature. If any portion of the NOA is • • • titylayed, then it shall be done in its entirety. SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its •••/•_ distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 7 of 7, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER'1'IN'ICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont • • • Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. • • ••• • .• .. • • ,41!•• • STATEMENTS •••• 1. : • Stgtement letter of compliance, and no financial interest, dated March 30, 2006, signed • • • • • • a1 sealed by Robert L. Clark, P.E. • • •••• . :..laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration • • • • Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo • • • • •• Largaespada, P.E. • • • •Go••• OTIY W' • • • • ** 1. 1. Leder from the consultant stating that the product is in compliance with the Florida ••••• • Building Code (FBC) E.1 Jaime D. Gascon, Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 • • • • • • • • • . .• • MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 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 I through Met 10, prgpar4 by manufacturer, dated 7/14/03, with revision "A ", dated 12115/03, signed and sealed by Robert .Clark, P.E „'beating the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance •.mwu8er anct approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact EL1N f eh unit shall bear a permanent label with the manufacturer's name or logo, city, state and • •following stihtAt: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • :I4*EWA o psis NOA shall be considered after a renewal application has been filed and there has been no change in timilicable building code negatively affecting the performance of this product. • TERMINAXI ti of this NOA will occur after the expiration date or if there has been a revision or change in the • • materials, use, aad/or manufacture of the product or process. Misuse of this NOA as an endorsement of any • • product, for.sales; advertising or any other purposes shall automatically terminate this NOA. Failure to comply •'with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2. as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. -;'` &T '!r, _ NOA No 03- 1105.01 !` = Expiration Date: February 19, 2009 4• Approval Date: February 19, 2004 Page 1 MI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued 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 FD-101 Outswing Aluminum French Door w/ Sidelites - Impact AP$ROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 9 • • of I, prepared byPGT•Industries, dated 7 -12 -99 and last revised on 09- 27 -06, signed and sealed by Robert L. • • Cla jle,•P.i , bearing theUian i -Dade County Product Control Revision stamp with the Notice of Acceptance • numberalnd expi=aatilon date by the Miami -Dade County Product Control Division. • • MISSILE IMP2 rrRATING: Large and Small Missile Impact LAMING: Eteanis shall bear a permanent label with the manufacturer's name or logo, city, state and following xtatemeata :'Miami -Dade County Product Control Approved ", unless otherwise noted herein. • • RENEWAL of th1S Ni 5A shall be considered after a renewal application has been filed and there has been no • • changg in the apilifealtebuilding code negatively affecting the performance of this product. • • T ATJo . (4 this NOA will occur after the expiration date or if there has been a revision or change in the • materias use, antljdr n,nufacture of the product or process. Misuse of this NOA as an endorsement of any prollyCto ter 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 # 02-0927.13 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda • • NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 Page 1 r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file #02- 0927.13) 1. Manufacturer's die drawings and sections. 2. Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 9 of 9, prepared by PGT Industries, dated 7 -12 -99 and last revised on 09- 27-06, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file #02-0927.13) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w\ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2067, dated August 12, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) (transferred from file #02- 0927.13) 1) Air infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 • • •• • • • • 3) Large Missile Impact Test per SFBC, PA2O1 -94 • • • • • • • • • • • 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 • • • • 5) Water Resistance Test, per PA 202 -94. • • • 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 • •••• • • •ilong with marked -up drawings and installation diagram of an aluminum out • "' • • •s'st+inging French door, prepared by Fenestration Testing Laboratory, Inc., Test • • • •'Report No. FTL -2612, dated September 29, 2000, signed and sealed by Aldo P. • • • • . •Oknzales, P.E 3. „.,;44lilitional reference test reports FTL -1973 & FTL -2241 per PA201, 202 &203, • • •.• • • . isued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and • • •••• • • • .Ia>uary 14, 1999, signed and sealed by Gilbert Diamond, P.E. •••• C. CALCULATIONS 1. Anchor verification dated 07 -21 -06 and last revised on 09/27/06 complying w/ FBC 2004 prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1- 14 -00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file #02- 0927.13) 3. Glazing complies with ASTME- 1300 -02 StAxli haq I. Chanda, P.E. Product Control Examiner NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, D MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours. for "Butacite PVB ", expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Saluda Interlayers ", expiring on 03/04/09. E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated July 12, 199, signed by Robert L. Clark, P.B. 2. Letter of lab compliance, dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 4. Letter of lab compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6. Meeting Summary dated January 26, 1999, issued by BBCO D. OTHER 1. This NOA revises NOA # 02- 0927.13. 2. E -mail correspondences dated May - September 2006 between PGT and BCCO. 3. Manufacturer's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999 (Note: This series FD -101 door is related to file 98- • • 0506.02, requiring strict manufacturing quality procedure to be followed.) • • • • • • • 4. . llor related file NOA(s) 02- 0927.13, 01- 0417.06 & 98- 0506.02. • • •••• • • • • •••• • • • • • • • • • •••• •• •• • • • •••• • •••• • • • • • • •••• • • • • •• • • • • • • • ••• • • •• • • • •••• • . • • • E -2 1 !,Lg c 1. L.i,A.A•L Is I. Chanda, P.E. Product Control Examiner NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 . • •....• .•.... • •..... ••••. • • OOOOO • • •..•.. ••••.. • • • .•.... MIAMMOADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 i : serials. 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 Monti 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 1"X Heavy Wall Aluminum Tube Clipped Mullion -L.M.L APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by POT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal 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. • NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no • • • whine in the applicable building code negatively affecting the performance of this product. • • •TRNIINATIQN of this NOA will occur after the expiration date or if there has been a revision or change in the • materials; ate. ppd/or manufacture of the product or process. Manse of this NOA as an endorsement of any •; product, fa saks, advertising or any other purpose's shall automatically terminate this NOA. Failure to comply • • • • with anny.sedau of this NOA shall be cause for termination and removal of NOA. •; • • •A.DVE$T1 SEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by tfie expirdttdfrdate may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall ..be done rf�ttk•ehtirety. • • • . INSPFAd3lti: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors • • • • • and shy lse available for inspection at the job site at the request of the Building Official. • • • • This NOA renews and revises NOA # 04-0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MLAMI DADE COUNTY, FLORIDA MB RO -DADE FLAMER BUILDING 140 WEST FLAG= STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 Wauildinar nlipe.com (3-4 As V NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 • • • • • • • • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A_ 5/16" l AMINATED GLASS COMPRISED OF (1) LATE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5116" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. IG. 7/16" l AMINATFD Gt ASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED 01- (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER 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 PVB INTERLAYER. A F. 13/16"1.G. GLASS COMPRISED 01- (1) Li FE 01- 1/8" ANNEALED GLASS AND (1) 616" LAMINATED COMPONENT WITH AN AIR SPACE. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O CONFIGURATIONS OPTIONS 3 0 4 x 0 x 3 x 3 3 x X a1 0 x x 0 x UNEQUAL LITES X 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES....... 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. :F, FOR i 4; "XOX" & "0" CONFIGURATIONS SEE SHEET 7. •�,�OR 3 4' XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. 'ki•.•50R UNEQ& jAL LI7 E "XOX, "XO" & "OX" CONFIGURA1 IONS SEE SHEET 9. 114. ANCHOR:Reel -HE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR • • • • • .ADDITIONAL ANCHORAGE INFORMATION. "T-ItAp & 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 •••• •.• ; (7) ANCHORS 3" APART AT MID-SPAN ON FD(Fr) 1 ITE ONL Y ',t�6OS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 114" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE RF.QUtRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE '1E81 REPORTS: 1= rL -358o, FTL -3582, F EL-3587, F I L- 3.729, FTL4607 AND FTL -4608. :',"u#•••412478",whobspilima •r 412eI CesVr9,9 Herst+vr. FJ( 3/23/43 8 ADD 11,18.•LO. 8 MOVE GLAZING OE TAILS 10 SHEET lived dr. F.K /row t NO CHANGE fHIS SHEET - ode. F.K t1123 e35 crawl br. two • F.K. 12/17102 rwa,iws. D Ann 76'14E: C+1 ASS :YPFSFAND a RFVISF.tNCHOR4GE {hocked Ly nite r 1470 TECHNOLOGY ORIVF N0 044S. FL 34773 Fa.o. riox :520 N0KCAAS. FL 34274 Visibly &Veer 1AYrxnmc NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 I NTS 1 a 1;i 7045 -8 V1 /a 5 1 was A. Turner, P.E. PC #582D1 MecIanIcai • • • • • • • • • • • • • • • • a 1/8" ANNEALED OR HEAT STRENGTHENED -.- GLASS - x-.090 PVB INTERLAYER I--- 1/8" HEAT STRENGTHENED GLASS w 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS --/- 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE f .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS •• •• • •• • •••• •••• • •. • • •••• •••• • • • •• • • • • NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT �--- STRENGTHENED GLASS 1 .65" NOM. GLASS BITE • • •• •. • ••• • •••• • • • •••• • • • Rand By: Dam F.K. 3125/03 Revdap. We: F K 7/10/03 Read 6y: astir F.K. 6123105 *awn ar Data: F.K. 03/25/03 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE --I 1/8" ANNEALED GLASS I-►- 13/16" 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER -3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 7/16" LAMI GLAZING DETAIL B REDRAW GLAZING DETAILS 8 ADD 13/18" LG. Revidane: C NO CHANGE THIS SHEET Revisions: D Clxakad By. ADD 13/16' LAMI I.G. W /7 /167.AMI & CORRECT 5/16" LAM! DETAIL Oslo: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34.275 P.O. BOX 1529 NOKOMIS, FL 34274 P�T Visibly Better GLAZING DETAILS Tats: ALUMINUM CASEMENT WINDOW, IMPACT s CA -745 Scent: shod: Drawing No. NTS J 2 « 13 7045 -8 Luca;. A. Turner, P.E. PE #56201 Mechanical CENTERLINE 1 1/2" ANCHOR LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) •:••SEE MID -SPAN • "ANC°HOR :DETAIL • • •••• • • 1YP, ,(2) • • ••••• • SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 4" MAX. 7" 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT -- OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING cTh DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 1 13" MAX. O.C. 1 4" MAX. I 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING / X SEE MEETING _ RAIL /DETAIL TAP. (2) n •••••1" M,?C�I�.C. • •• • • • • • • •• • ••• • a •••. • • • • •••• • 4" MAX. Rave ay: F.K. Roved By F.K Rem, By FX. .Drawn By F.K. Dahl 3/25/03 4" MAX. Revisions: B / 0 �"-- 13" MAX. O.C. 1 I 1- f 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY VEN M 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 4" MAX. 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) 30" MAX. DAYLIGHT OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION / A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT irowtcr maw ,e 1 0I CHANGE SHEET NO REFERENCE'S Data 7/10/03 Date: 6/23/05 RavhWtu: C ADD HINGE LOCATION DETAILS Data 12/17/02 Ravialona D awaked By. CHANGE A44X HT. TO 76 "AND MAX. DLO TO 69" Data: W70 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 • r_ Vt 46 eBetter ,XX" & "XOX" ELEVATIONS ruk ALUMINUM CASEMENT WINDOW, IMPACT s•redtiwdee CA -740 Scab: NTS sneer 3 e+ 13 Dratala Na 7045 -8 Voc Lucas A Turner. P.E. PE #58201 Meahantcal • • • ••. -,.. • •' • • ••••1 • • 1 • • DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL •• • • • ••• .•.• • • •••• • ••.• •••• • •••• • • • •• • • • • 1 • • • • • •• •• • • •••••• • • 0 • .• • ••• • • • •••• .17etn d 9y Daft F.K. 3125103 Road 1y, Dafe: F.K. 8123/05 Revd 8y: Da!•: F.K. 7/10/03 •••• • • •• • • • • • 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 4" MAX. —37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING i X� 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 1 "� �� _I 4 MAX. MAX. O.C. 141/2" SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. /' O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30° MAX. 53" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. DAYLIGHT OPENING 0 - 69" MAX. DAYLIGHT OPENING fii r L--- �1- 13" MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. 4 MAX. - 37" MAX. VE T A 69" MAX. DAYLIGHT OPENING A 76" MAX HEIGHT MAX. O.C. 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" F "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) Rev/skins: B CHANGE SHEET NO. REFERENCES R•A stINU: C ADD HINGE DETAILS HINGE LOCA770N NOTES Gown ay: Deb: F.K. 12/17/02 Revisions: CHANGE MAX. HT: TO 76" AND MAX DLO TO 69" Chcdreday: F.K. Pate: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 r GT I 1/214411ibge Batter Deecipttow "X ", "O", 'XO" & "OX" ELEVATIONS Ti ALUMINUM CASEMENT WINDOW, IMPACT S "balbtac CA -740 Sub: NTS Meet 4 of 13 Drawing � 7045-8 A 76" MAX. HEIGHT PRODUCT REVISED Rol* cab AiMplimmt Lucas R. Turner, P.E. PE #58201 Mechanical •• •• • • ••• • •.• • • • •....• •• • •••• • • • • • • COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) B. 5/16" LAMI (1 /8 "1-1S,.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) "X" WIDTH 19 1/8 24 26 1/2 30 32 A B,E A B,E A B,E A B,E A HEIGHT 26 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 3 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 1 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 3 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 6 38 3/8 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 POS 70.0 70.0 70.0 ,70.0 70.0 70.0 70.0 70.0 70.0 34 B,E A -90.0 70.0 -75.0 70.0 -90.0 -75.0 70.0 -90.0 70.0 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 43 NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.6 70.0 -90.0 70.0 -71.1 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 70.0 65.5 48 NEG - 90.0 -90.0 -90.0 -90.0 -83.6 -90.0 - 68.4 -90.0 -81.8 -90.0 POS 70.0. 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 50 NEG -90.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 5/8 POS 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 54 5 7 POS 70.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 POS 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 NEG -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 6 NEG 4-90.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 0 POS 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 63 NEG POS -90.0 70.0 -90.0 70.0 -86.3 70.0 -90.0 70.0 -67.8 67.8 -90.0 70.0 -53.4 53.4 -90.0 70.0 -47.7 47.7 66 69 NEG -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 POS 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 NEG -90.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 POS 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 72 NEG POS -90.0 70.0 -90.0 70.0 -81.7 70.0 -90.0 70.0 - 63.7 63.7 -90.0 70.0 -48.3 48.3 -90.0 70.0 -42.2 42.2 -90.0 70.0 -90.0 70.0 -90.0 70.0 -57.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 36 A B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -75.0 -54.3 57.5 70.0 -54.9 54.9 -51.8 51.8 -48.6 48.6 -90.0 -45.2 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 45.2 -42.4 42.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 -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 37 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 B,E -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 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7116" LAMI (3/16 "A,.090,3 /16 "HS) •• ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH I -90.01 70.0 TABLE 2A.• • • •• "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13116" LAMI (118 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16"HS) - - .• •••• • ALL "X" SIZES UP TO 37" WIDE x 76" HIGH - 55.055.0 • • • • • ••• • • •• • • •••• NOTES!•®w • • • • el. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69;6 P.S.F. RevadBy: Daft: ReHatins: F.I( 325/03 B Road ay: DN. &Moil= F.K. 7/10/09 C bead Deb. Revsbn,: F.K. 6/23/05 D Awn By' OU.: rhmtae 9y F.K. 12/17/02 X ADD GLASS TYPE E TO TABLES 1 & 4 NO CHANGE THIS SHEET REVISE ANCHORS & ADD 76' HEIGHT OPTION Doc• 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94276 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Herter PRESSURES- X CONFIG. WINDOWS TIft ALUMINUM CASEMENT WINDOW, IMPACT S.n.nyarac CA-740 Scale NTS 9w0 5 d 13 p 7045-8 I D ripailainil11111b 1 "'1"" "mpl` Lucas A. Turner, P.E. PE 958201 Mechanical • • •••••• • • • •' • • • • • • •• • • • • • 11. COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 37 43 A GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8"HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 "• "1 PP '•S NEG POS NEG POS NEG POS -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 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG -75.0 -75.0 70.0 -75.0 POS 60 I 63 NE G POS NEG 1 POS 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A 57 A -75.0 1 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 -75.0 70.0 -74.4 70.0 -69.6 69.6 -75.0 -65.2 70.0 -72.1 70.0 65.2 -63.0 63.0 60 A -75.0 70.0 -75.0 70.0 -75.0 A -75,0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -71.1 70.0 70.0 -68.4 68.4. -63.9 63.9 -60.0 60.0 -58.5 58.5 -61.8 61.8 -58.9 58.9 -56.1 56.1 - 53.8 53.8 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 - 48.6 48.6 72 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 74 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 70.0 -75.0 70.0 70.0 70.0 69.5 -67.51 67.5 60.8 -58.0 58.0 53.4 47.7 42.4 -42.2 42.2 I -39.7 39.7 -41.1 , 41.1 1 - 38.6 38.6 -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 70.0 70.0 56.2 50.4 45.2 -75.0 -75.0 -53.4 -47.7 -42.4 X X TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" 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) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 iiiVISSO e+ i>�i r� w� • -ilk ifrA /i • ••• • ••_ +FABLE 5i1. i • • •••••• • • • • • • • • • •••••• COMPARATIVE ANALYSIS TABLE 6. WIDTHS "O" "X OX" 36 37 39 1/2 42 72 74 79 84 45 90 48 98 50112 101 53118 106 3/8 54 108 w HEIGHT 28 31 38 38318 43 48 50 5/8 54 57 60 63 67 72 78 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 -51.1 -47.9 47.9 -44.8 44.8 POS MEM NEG POS -39.7 39.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 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 POS POS NEG POS -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -900 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 70 0 -55.0 55.0 55.0 55.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 C,F A B,E 191 IBA 191 19 -90.0 -75.0 -75.0 70.0 70.0 70.0 -90.0 -75.0 -75.0 70.0 70.0 70.0 -90.0 -67.8 -75,0 70.0 67.8 70.0 -90.0 -62.1 -75.0 70.0 62.1 70,0 -90.0 -55.7 -75.0 70,0 55.7 70.0 -90.0 -49.8 -75.0 -46.4 -75.0 -90.0 -43.6 -75.0 46.4 70.0 70.0 43.6 70.0 -43.5 -75.0 -90.0 -41.1 -75.0 43 5 70.0 70.0 41.1 70.0 -75.0 -90.0 -38.6 -75.0 41.1 70.0 70.0 -38.6 -75.0 -75.0 38 6 70.0 70.0 36.5 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 -65.0 55.0 -55.0 -55.0 -75.0 70.0 -75.0 70.0 -82.4 62.4 - 58.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 58.4 70.0 -63.3 63.3 -58.4 68.4 -53.4 53.4 -50.0 60.0 -46.9 44.3 -41.9 41.9 -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 -55.0 55.0 55 0 55.0 -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.6 -59.3 59.3 -53.8 53.8 -50.9 50.9 -47.5 47.5 -44.7 -42.1 -39.7 -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 -76.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 55.0 -55.0 55.0 -55.0 55.0 -75.0 70.0 - 65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.8 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 -38.4 38.4 -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 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 - 80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 -64.1 64.1 55.0 55.0 MIEN -75.0 70.0 -60.8 80.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 46.9 -43.5 43.5 -41.3 41.3 39.2 -37.1 37.1 -75.0 70.0 -76.0 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 -74.3 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 -75.7 70.0 -70.3 70.0 88 8 -63.5 83.5 60.5 -55.0 55.0 -49.6 49.6 -75.0 -75.0 -90.0 70.0 70.0 70.0 -58.7 -75.0 - 90.0 58.7 70.0 70.0 -48.7 -75.0 -90.0 48.7 70.0 70.0 -45.4 -75.0 -90.0 45.4 70.0 70.0 -50.0 -75.0 -88.0 50.0 70.0 70.0 -48.1 -75.0 -76.4 48.1 70.0 70.0 -44.2 -75.0 -71.1 44.2 70.0 70.0 -42.2 -75.0 - 86.5 42.2 70.0 86.5 40.1 70 0 63.0 -75.0 -80.0 38 0 70 0 60.0 -36.2 36.2 57.3 -75.0 70.0 58.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -35.9 35,9 RIM -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 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 -75.0 T0.0 -70.1 70.0 -65.4 65.4 -61.8 -59.1 551/2 111 A B C,F -75.0 -75.0 -90.0 TA Br. • 90.0 4.74.2 •75.0 •90.0 131E ;75.0 • 70.0 70.0 70.0 -57.1 -75.0 -90.0 57.1 70.0 70.0 -46.4 -75.0 -90.0 46.4 70.0 70.0 -43.3 -75.0 -90.0 43.3 70.0 70.0 -47.5 -75.0 -84.3 47.5 70.0 70.0 -43.9 -75.0 -72.6 43.9 70.0 70.0 -422 -75.0 -68.4 42.2 70.0 68.4 -40.8 -75.0 -63.6 40.8 70.0 63.6 -39.1 -75.0 39.1 70 0 -74.3 -57.5 37.2 70.0 67.5 -35.4 -70.8 70.0 54.8 MIN 70.0 -58.2 582 -44.8 44.8 -42.1 42.1 -48.2 48.2 -42.5 42.5 -41.2 412 -39.8 39.8 38 5 -34.8 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 70.0 70.0 55.0 70.0 70.0 E -75.0 -90.0 -43.4 -75.0 -90.0 70.0 75.0 70.0 43.4 70.0 70.0 -90.0 -40.9 -75.0 -90.0 -39.7 70.0 70.0 40.9 70.0 70.0 39.7 -75.0 -81.8 -44.8 -75.0 -79.4 -43.5 70.0 70.0 44.8 70.0 70.0 43.5 -75.0 -70.7 -41.3 -75.0 -69.0 -40,4 70.0 70.0 41.3 70.0 69.0 -76.0 -66.7 -40.2 -75.0 -64.9 -39.2 70.0 66.7 40.2 70.0 64.9 39.2 -75.0 -81.8 -38.7 -75.0 -60.4 - 37.8 70.0 61.8 38.7 70.0 80.4 37.8 -75.0 -37.6 -75.0 70.0 70.0 38.7 -36.1 -72.2 -54.5 -35.5 70.0 65.9 70.0 54.5 -69.6 -53.2 -51.6 34.8 69 6 53.2 34.2 68.4 51 8 EEO EMI EMI TEST REPORT: FTL-3580 • TABLE 7A.. NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revwd OA bale: FK. 315103 7/10/03 Rsowitty: bate: F.K 12/17/02 1 4 1 2 0 1 4 0 Pkomicretvisee PA Reviskm ADD GLASS TYPE E TO TABLE 8 Revisbnx NO CHANGE TI-1IS SHEET' RS Mbar Ctsciaeile CHANGE ANCHORS AMADEI 76" HT. OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P O. BOX 1629 AfOKOMIS, FL 34274 ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Salt N TS Stant 7 13 rmgm't 7045-8 Lucas A. Mailer, PA. PE #58201 MeahanIcal • • • • • • • • • ••••• • • • • •• • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 113 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5116" LAMI (1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH 3 - HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 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 72 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 70.0 491/3 74 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 1/8 79 2/3 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 84 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 90 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 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 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 ' A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 68.4 - 58.2 58.2 -55.6 55.6 -52.6 52.6 - 49.4 49.4 -45.9 45.9 , -43.1 43.1 70.917 106 318 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 ' 108 ' 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 74 111 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 - 48.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" 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) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) •• • •- • •• %TABLE 10A.`•` ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 1 1 1 3 3 3 x 0 X X 0 0 X tt ate nodes "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 •••• • LING OPTIONS: G. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAM! (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) • • • • •• •• • - .••• • • •••• • ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3 -1/3 -113 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.0 f 55.0 L14T,eS: • • 1•FJf?R INS AfLLAIrIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR `.ik11'•SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Rend 9y. Daft R•rlalaa0: F.K 3/25/03 8 R• 0000? F.K 7/10/03 C ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Resod BY F.K. awe: 8/23/05 Drown 8y. F.K. Date: 12/17/02 1101402411: O ,,�l CHANGE ANCHORS AND ADD 76* HEIGHT OPTION Chocked OT pea,: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Visibly Berner oawipUon: PRESSURES- XO, OX, & 1/3 -1/3 -113 XOX WINDOWS Tak ALUMINUM CASEMENT WINDOW, IMPACT soreo11d{kdo1- CA -740 NTS Shad* 8 or 13 7045 -8 D t riz� /off Lucas A. Tuner, P.E. PE #58201 Mechanical • • • • • • • • • ••o•• • • • • (COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607, FTL -4808 A. 5/16" LAMI (1/8 "A,,090,1 /8 "HS) B. 5/16" LAMI (1 /8 "1-1S,.090,1 /8 "HS) C. 7/18° LAMI (3/16 "A,A90,3 /16 "HS) E. 13/16" LAMI (1/8'1-($,3/8" SPACE,5 /16" LAMI-WI 1/8 "HS,.0900/8 "HS) F. 13/16" LAMI (1 /8 "A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT WIDTHS • ALL "X6.16 52E6 UP TO 134° WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND •• ALL "X"0 6 'UX" SIZES UP TO 97" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 26 36 38 3/8 43 48 50 5/8 54 57 60 63 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS 'NEG POS "NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 641 -60.6 60.6 - 58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 69.264 19.125 31.014 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -7&0 70.0 -75.0 70.0'75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C.F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0' -90.0 70.0 -90.0' 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 A ' -75.0 70.0 -89.1 69.1 -63.4 63.4 -56.5 58.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.8 41.8 -39.2 39.2 - 38.9 36.9 86.919 24 38.919 B,E -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 -73.8 70.0 4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -852 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 A -75.0 70.0 -60.5 60.5 - 57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 - 46.2 482 -43.6 43.6 -41.1 41.1 95.973 27 42.973 B,E -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 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -55.0 55.0 -55.0 55.0 - 55.0 55.0 A -75.0 70.0 -53.5 53.5 -50.4 50.4 -54.5 54.5 -50.7 00.7 , -482 482 -44.9 44.9 -42.0 42.0 -40.1, 40.1 -38.0 38.0 108.649 30 48.649 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0, 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 I 70.0 -79.5 70.0 -73.8 70.0 -69.7 69.7 -66.3 66.3 '43.1 63.1 - 56.0155.0 -55.01 55.0 - 522152.2 A -75.0 70.0 -49.9 49.9 - 46.8 46.8 -51.3 51.3 47.4, 47.4 45.5 45.5 -4Z7 42.7 -40.7 40.7 -38.6 38.6 -36.6 38.6 115.892 32 51.892 B,E , -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 -732 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 78.6170.0 -73.2 70.0 -88.3 88.3 -64.8 84.8' -61.4 81.4 -58.8 58.8 - 55.0 55.0 -50.9 50.9 -47.7 47.7 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 122 33.687 54.627 B,E -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 -74.9 70.0 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8, 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 55.7 - 52.1152.1 -47.71 47.7 - 44.6144.6 A -75.0 70.0 -48.8 46.6 43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 123.135 34 55.135 B,E -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 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 68.8 - 84.1 64.1 -60.5 60.5 - 57.9 57.9 -55.2 55.2 - 51.5151.5 - 47.2147.2 - 44.0144.0 A -75.0 70.0 -45,5 45.5 -42.8 42.6 - 46.7 46.7 -43.1 43.1 -41.8 41.6 -40.2 40.2 - 38.7 38.7 - 36.9 36.9 -35.0 35.0 126.000 34.791 56.418 B,E -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 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3, 70.0 -67.3 67.3, - 62.5 62.5 -592 59.2 -56.5 56.5 -63.8 53.8 - 50.11 50.1 -45.81 45.8 - 43.0143.0 A -74.4 70.0 ' -43.6 43.6 41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 - 38.9 381 -37.7 I, 37.7 -362 362 -34.3 34.3 130 35.898 58.209 B,E -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 -72.4 70.0 -68.6 68.6 C,F -90.0 70.0 , -90.0 70.0 -90.0 70.0 -79.9 70.0 - 89.3 69.3 .- 65.3 85.3 -80.8 80.6 -67.6 57.6 -54.7 54.7 -51.9 51.9 -48.11 48.1 - 43.9143.9 -41.9141.9 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 - 40.3 40.3 - 38.8 38.8 -37.8 37.8 - 36.1 36.1 -34.3 34.3 110.378 38 58.378 B,E -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 -72.3 70.0 -68.5 88.5 •••• • • • , C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 .69.1 69.1 -85.1 85.1 -60.5 60.5 -57.4 57.4 - 54.6 54.6 _ -511, 51.7 -48.01 48.0 -43.81 43.8 -41.81 41.8 •••• - • • • A -72.9 70.0 -422 422 ` -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -38.7 36.7 -35.5 35.5 -33.7 33.7 •.134•6 37: a it0 B,E -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 -73.3 70.0 -71.0 70.0 -67.4 67.4 • • • e • • • C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3. -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 _ -50.0 50.0 - 48.3148.3 -42.8142.8 _ - 40.8140.8 "X.1.1&110X" W WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 42. ••••. "XO" or "OX" & 'COX" UNEQUAL UTE WINDOWS TEST REPORT: FTL -3580 ". • •••• GLAZING OPTION: D. 7/18" LAMI (3/18"HS,.090,3/16 "HS) • • ALL "X6.16 52E6 UP TO 134° WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND •• ALL "X"0 6 'UX" SIZES UP TO 97" WIDE x 83" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -90.0 70.0 ••• . • • • TOLtt`1,2A. • "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4808 GLPt P G OPTIONS: D. 7/16" LAMI (3 /1B "HS,.090,3/18 "HS) G. 13/16" LAMI (1 /8 "A, AIR SPACE, 7/18" LAMI -W/ 3/18"HS,.090,3/16 "HS) ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. x 0 X UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL UTES Reuel By: F.K. Deo: 3125/03 ADD GLASS TYPE E TO TABLE 11 Roved By: F.K. Deb: 7/10/03 Rm 4,hnn C NO CHANGE THIS SHEET Savo F.K. 6/23/05 : O CHANGE ANCHORS AND ADO 76" HEIGHT OPTION Mamas date. checked Dr 0ste: F.K. 12/17102 f 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOIWS, FL 34274 T Visibly Ratter ne.apOoe: PRESSURES- UNEQUAL CONF/G. XO, OX & XOX n ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Sale: NTS Shoat 9 13 Amity No. 7045 -8 71- 1(/'217( Lucas A. Turner, P.E. PE #58201 Mechanical • • • • • •• •••••• • • • • • • •• • •e • • REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT O~ OPENING 0 (SEE SHT. 3) OCDCO MAX. HEIGHT (SEE SHTS. 3 & 4) • ••• •••• •••• • • •••• • 0••• • • •. • •• , • • e•• • •••• • • •••• •• • • • • • • • • • • •••• • •• • • •••• MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11® HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) v REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) Reb a•: F.K. 3!25/03 Revad fly. Olak. FIG 7/10/03 Revel By. Osta: F.IC 6/23/05 brawn My Wac F.K. 12/17/02 VERTICAL SECTION OPERABLE UNIT Rerialunir B VERTICAL SECTION FIXED UNIT w�v MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X ADD 13/16 -1.G. GLAZING BEAD ITEM Revlebne: C SHOW TOP HINGE Revkbne: D CHG SHT. A. REF. AND ADD ITEM 89 Chocked By Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Setter Setle nio CA-740 SNTS shift n•.,ra.v0 10 a 13 7045 -8 lAIDUCT wk£YIS BD i rhos C •h • FIFA aalle Probe Mho Lucas A. Turner, P. E. PE 1158201 Mechanical • • • • • • • • . • • • • ••••s.• •• • FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN • • •••• • •••• • •.•• • •••• • • • • • •• • • • ••• • •••• • • •••• "XO" & "XOX" FRAME ASSEMBLY DETAIL • •• • • • • • E HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER •• •• • • •••• • • .•.• BY Thaw F.K 3/25103 Reed ay: Oste: F.K. 7/10103 • • •• • • • NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL • li Islam B MAIN FRAME ASSEMBLY DETAIL 1.376" Ti { .440" .095" �. CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434" 7 2.854" _.062" NOM. 1.159" —"I- -"•— 2.139" —� SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A F ■ 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A .062" NOM. L2.784" 2.919" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A NO CHANGE THIS SHEET Read By. Dais: F.K. 8/23105 Drawn By Dote: F.K. 12/17102 Parisians: C NO CHANGE THIS SHEET Revisions: D ADD ITEM 89 :nerzAaa By 1070 TECHNOLOGY DRIVE NOKOMIS FL 34273 P.O. BOX 1529 NOKOMIS, FL 34274 Dawr•lian: EXTRUSIONS & ASSEMBLY DETAILS Visibly Better Ter ALUMINUM CASEMENT WINDOW, IMPACT 3eni alAbM1• saw Shea: Dar 4 P4& ldw. CA -740 NTS 11 of 13 7045-8 D ColotiCT anal, rrr LuCBS A. iinn"ei, P.Q. PE #68201 Mechanical PARTS LIST ITEM DWG # PGT, # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X I QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 112 "X1/2 "X118" CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI-POINT T.00K , 10 7026 LOCK SUPPORT PLATE 11 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 #10-24 X 562 PH. PN. TYPE F 12 7014 3/16HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI LOCKKEEPk R (R.11. & L.H.) 13 1157 78X78PPSMS #8 X .875 PK PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE. BAR ASSEMBLY - 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8 -32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #10 X .500 PH. PHI. 30 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INIERLAYER - SOLUTIA OR DUPONT PVB 3 t 5/16" LAMINATED (1/8HS & VMS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 • 7116" LAMINATED (3/16HS & 3/I6HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB •4D• • •7036 • GLAZING BEAD (5/16 ") • X6,1. e '71042 • GLAZING BEAD (7/16") ' • a,;• • 1214 S 6TP247 VINYL BULB WSTP (THICK) 444 SILICONE - DOW CORNING 899, 995 OR EQUIV. 4 #•• •• •• PARABOND .•4 •11534' • • 6163K SETTING BLOCK n ' ;dr." • SCREEN FRAME SCREEN CORNER KIEV, • 51 ' 71341 + • SCREEN CLOTI I • • 6$35 • 61635K SCREEN SPLINT - SERRATED •• 4 '•#�•• 60976 CASEMENT SCREEN CLIP • "�5•' 78x.12PSTWIB #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 ., CASEMENT FRAME ASST. TUBE 68 71ZXIPPT #12 X 1" PH. PHIL. TEK 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG If PGT. # DESCRIPTION 73 7025 MAXIM SINCT.F LOCK 74 . 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SLL & JAMBS 61 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER ICEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86. 13/16" I.G. GLASS (1 /8 "HS,AIR SPACE, 5 /16 "LAMI) 5/16" LAMI � (2) LTTES OF 1 /8"HS GLASS WITH AN.090 INTF.RLAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (U8"HS, AIR. SPACE_, 7 /16 "LAMI) 7/16" LAMI m 3/16A & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1/811S, AIR SPACE, 7 /16 "LAM1) 7/16" LAMI t2 3/16HS & 3/16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 _ 7071 .. 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .865" .050" 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523"_ r I I .865" .050" 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1.000" .423" - �— CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 l 1.993.r_ r .040" H--- .172" .870" .050" .569" 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" ----� 1.124 "r -- ri 4 I .093 "J INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 1 2.701 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A a alai" at notill r•Ifyi haw , :e I�r'7�ka1 t Rated By: F.K Ramd Fi F.K Date: 3/25/03 Date: 7/10/03 Pialsktor B Ita isronx C ADD 13/16. 1.G. GLOSS S GLAZING BEAD NO CHANGE THIS SHEET Komi Ily: F.K wpc 6/23/05 Revak or 0 ADD EQUIV. TO ITEM44. SILICONE AND ADD ITEMS 87, 88 AND 88 Ore"" By. F.K. Daps: 12/17/02 Ct ecxed By Dais: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T Visibly Fetter oes•beon: PARTS LIST & EXTRUSIONS rn� ALUMINUM CASEMENT WINDOW, IMPACT sso 64-740 NTS West 12 a 13 C411/41111 fVa 7045 -8 (f /2t/vim Lucas A.1'timer, P.E. PE #68201 Mechanical • • • • • • • • • • • • • • • 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ®SEE NOTE 2 •• •• • ••• •••• • • •••• • •••• • •••• 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 1x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM -7 SEE NOTE 1 A SEE NOTE 4 • •• •• • • • • •• • •• •• • • A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ----{ A SEE NOTE 2 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - SEE NOTE 1 / A SEE NOTE 4 _1 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 11/2 "OR MORE THICK 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1. WOR COA1GR &TE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 • 2iR 'E- FLE- IVCONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2.•FOR WOWDE PPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. •SSHEE'T 1 kOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Revel 8y :: F.K K. 3/25!03 Rend By &Arz F. K. 7/10/03 Reevea8j: Date: F.K. 6/23/05 Gratin 9y. Mew F.K. 12/17/02 Revisions: B NO CHANGE THIS SHEET Ftertelons: C NO CHANGE THIS SHEET Rage/ono: D REVISE NOTES AND REMOVE 3/16" TAPCONS B #14 SCREWS Checked Sy: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PcT ANCHORAGE DETAILS rsa ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better seowAvtsdsl: CA -740 NTS sh•st: aarkp Ak 13 of 13 7045 -8 R (1�2(roc- Lucas A. Tumer, P.E. PE #58201 Mechanical • • 000000 • • 000000 • • • • • 00000 • • 000000 • • 000000 • • • •••••• • • • ••• • • •••• • • • 000000 • • • • •• • • • ••• • •••• • • •••• • •• • • • • • • • • • • •••••• •• •• • • •••••• •••• • • •••• •••••• • •••••• • •• • • • • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 8. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH AN .09(; DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) UTE 0:: 3/16" HEAT STRENGTHENED GLASS WITH AN 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WTH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16' LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 3/13" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 1.13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS. 5/16' OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16' LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYEr:. K. 13/16' LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1/' "•.;R SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16' LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 1i4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GAS'ET. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). >rw,d Or our Revs* er Da* FIL 10/17/06 ma,:: F.K. 5/13/06 Dmn ar (Sate: F.K. 2128106 8 : A CHANGE TOASTM E 1300 -02 ADD A1R SPACE DIM. NOTE 1, TECH. REF. NOTE 78 NOTE 8. 010:x"4 ay. J.J. 3123/06 I 1070 TECHNOLOGY DRIVE NOKOMIS. FI 34275 P.O. sox 1929 NOY.LDAIS, I- 34274 Vitih/y Better GENERAL NOTES 77the ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ww••m,t HR710 wr. NTS 1 N 11 Daum.* m. . 4127 -10 B NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 Robert 1. Clark, P,E. PE 439712 Structured •• • ••• •••• • • • •••• • ••• • • • • • • •• • • • ••• • •••• • • ••. • • •• • • • • • • • •. • •• •• • • •••• • • •••• • •• • • • • • Rewel ar 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER ...„..t 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2' NOM. GLASS BITE 60,61,62 1/2' NOM. GLASS BITE 1/2' NOM. GLASS BITE Mkt 66,67,68,69,70,71 ---( 3,64,65) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS aEXTERIOR INTERIOR (ALL SECTIONS) 1/8" ANNEALED OR HEAT STRENGTHENED GLASS - .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI (72,73,74,75,76,7 -0-- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/18' ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Rw"dar F.K: Road ay. F.K. Damn ler F.K. 10/17/06 Aposionc 13 NO CHANGE THIS SHEET CGte: 5/13/08 2128/05 ADD AIR SPACE DIM. TO LAMI IG DETAILS Oats 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 GLAZING DETAILS rur ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Vi.ihly Better Sre vwrr HR710 Full Sheet 2 w 11 D�0 tla 4127 -10 B t/4 Robert L. Cbvk, P.E. PE #38712 Structural •••• • •••• • •••• • • • •• • • • ••• • • • •e•• • • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • (XOX 114,1/2,114) DESIGN PRESSURES TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" - 38 3/8" 84" A,B,G,H 96" 106 3/8" A,B,G,H A,B,G,H +60.0 +60.0 +60.0 -60.0 +60.0 -60.0 -60.0 -60.0 +60.0 +60.0 -60.0 +60.0 +60.0 -60.0 -60.0 48" 50 5/8" 54" 80" 63" +60.0 -60.0 +60.0 -60.0 -60.0 108" 111" A,B,G,H A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 +60.0 4 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.1 -59.1 -60.0 +55.5 -55.5 +56.0 +52.1 -56.0 -52.1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +59.5 -60.0 +55.0 -55.0 +51.7 -51.7 -59.5 +54.0 -54.0 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F,J,K,L +75.0 -75.0 (XOX 1/3,113,113) DESIGN PRESSURES TABLE 2. WINDOW WIDTH GLASS TYPE 26" WINDOW HEIGHT TO 86 7/16" A,B,C,G,H,I 36" -I 38 3/8" 1 48" 1 50 5/8" 1 54" 1 60" 63" +60.0 -60.0 TO 86 7/16" D,E,F,J,K,L +75.0 -75.0 LOX AND XO) DESIGN PRESSURES TABLE 3. A. 5/16" LAMI - (1/8" A, .090,1/8" A) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" - 60" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 _ +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 58" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 -72.10 74" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 -68.60 +63.5 -63.50 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 -70.80 UP TO 74" D, E, F,J, K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FT -4858 (XOX), FTL -4859 (OX & XO) A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG -1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,1/8 "A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAMI 1G -1/8" OR 3/18 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1 /8"HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI 10-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1 /8 "HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) L 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) Rind BY, F.K. N• sd ey F.K. Oran Sy- FA; Date: 10/17/06 B REVISE DP TABLES TO ASTM E 1300 -02 bar: 5/13/08 oak: 2/28/06 Rektbrer A CY..d fld By J.J. ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. pair 3/23106 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O.BoX 1529 NOKOMIS, FL 34274 d r_ Visibly Becter DESIGN PRESSURES raga ALUM. HORIZONTAL ROLLER WINDOW, IMPACT salameer. NR710 Sean NTS 3 11 11nYg 1M. 4127 -10 B 04 Robert L. Clank, P.E. PE #39712 Structural • • • • • ••• • • •••• • • • • • •• • •• •• • • • • • • • • •• •• • • • • • •... • • • • • • •••• • • • • • •• • • • • • ••• • • •• • • • • •••• • • • • •••• Mead Br: Mead Br FJC Mead 9y F.K. Brow F.K. 251 /8' MAX. DLO VENT 49 3/4" MAX. DLO FIXED oar hate. 10/17/06 Uue: 5/13/06 uo: 2/28/06 111" MAX. WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) 33 9/16' MAX. 33 9/16" MAX. DLO FIXED C� I DLO VENT 1 I 57 3/8" MAX. DLO ALL FIXED LITES A 58° MAX. 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. 74' MAX. WIDTH DETAIL A - OX OR XO 25118" 251 /8° MAX. DLO MAX. DLO VENT FIXED 88 7/16" MAX. WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS Rerislom 8 Revbinar A Ceawd Br J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET thaw 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vuib& Better ELEVATIONS rare: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Bateekelat HR710 &a: NTS sanx 4 • 11 Drain • 14b. 4127 -10 Approved as cab �llNifM d 24 abed L. Clark. P.E. PE #39712 Structural • • • •. • •• • • • • ••• • •• • • • • •••• • • • • •••• • • • • • • • • • • • •••• • •••• •• •• • • • •••• • • • • •••• • • • •• • • • • • • • ••• • • • •• • • • • •••• • • • • • • •• INTERIOR �— MAX. FIXED DLO --1 MAX. WIDTH SECTION B -B (HORIZONTAL SECTION - XOX) MAX HEIGHT EXTERIOR 0 OPTIONAL INTERIOR MAX. VENT DLO MAX. WIDTH EXTERIOR ouvioaraWirfill SECTION A A (HORIZONTAL SECTION - OX) INTERIOR SEALANT OR GASKET AT HEAD AND SILL Ostr SECTION C -C (VERTICAL SECTION) VIEW D -D (FRAME CORNER CONSTRUCTION) F.K. fir Da• 10/17106 thread 9r: Oars: F.K. 3113/08 Orsae By: Dew F.K. 2!28/06 Raman': 8 Rwtrbro: A CNeWdor NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, R 34275 P.O. 89X 1529 NOKOMIS, FL 34274 Visibly Better SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT i••MMak `5uu: @!wc Aow9tb. q•r, HR7IO Half 5 11 4127.10 R //, la�u� Robert L. Clark. P.E PE 439712 Structural • • .•• • • • • •••• • .•. • • • • • • .. • • • ... • .... •••• • •. •. • • • • • • • .... • • • .... • • • • • • • • • • I ITIVI,DWG# 1 4102 2 4025 REV DESCRIPTION MAT L PUP A FLANGE FRAME HEAD 6063 -T6 AL 612237 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 #8X3/4 PH. PAN HFA D 7834AA 4 6 7 8 10 4053 4136 4137 4131 71298 SASH STOP COVER (SASH STOP) 6063 -T5 AL FLANGE: FRAME SILL 6063 -T6 AL 64136 SILL A DAPTOR 6063 -T6 AT. 64137 ROIJ.FR TRACK 6063 -T6 Al. 64131 WEEP HOLE COVER POLYPROP. 71298 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 1626 4002 4134 1155 4110 4054 4066 4105 1683 225-1 226 4128 4006 1235 1096 1016 4126 1683 7070 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 A FLANGE FRAMEJAMB 6063 -T6 AL 612225 GASKET FOR MAIN FRAME SILL JOINT 74134W/K #8 X 1.000 QUAD I'N. SMS G S 01' PP ADAPTOR 6063 -T5 AL 781PQA 64110G B FIXED MEEF1NGRALL 606314D-T6 AL 64054A W STP.,.187 X 230, FIN SEAL 64066G SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 WSTP.,.250 X .270 BACK, FIN SEAL 61683G ROLLER I TOUSING & WIDE 42112HD BRASS ROLLER WH1 I S BRASS 7BRWHI2 HORIZONTAL ROLLER SASH TOP WIDE POLYPROP. 44128N D SASH M1ZflNG RAIL 6063E-1S -T6 AL 64006 W STP.,.170 X .270 BACK, FIN SEAL 67S160 SWEEP LATCH DIE-CAST 71096 #8 X .625 PH. FL. SMS 7858 SASH SIDE RAIL 6063 -T5 AL 64126 WSTP.,.250 X 270 BACK, FIN SEAL 616836 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R 50 51 52 53 GAZINGSTLIC ONF, DOW 899, 995 OR F.QUTVALENT 1224 1225 4039 VINYL (3.AZING BEAD BULB (THICK) 6TP247W,K VINYL GAZING BEAD BULB (THIN) 6TP248K B C>IAZINGBEAD - 5/16" 6063 -T5 AL 64039B 54 55 56 59 4044 4222 985 4067 B GLAZING BEAD - 5/16" W /CRTLL KIT 6063 -T5 AL 644703 A GI A ZING BFAD -7/16" C GIAZINGBEAD - 7/16" W /(RILL KIT CQAZING BEAD - 13/16" 6063 -T5 AL 64222 6063 -T5 AL 6985 6063 -T5 AL 64067 60 CI<ASS, 5/16" LAMI (I/8" A, .090 PVB, 1 /8" A) 61 62 63 5/16" LAME (1/8" A, .090 PVB, 118" ITS) 64 65 66 5/16" LAMI (1 /8" HS, .090 PVB, 1/8" HS) 7/16" LAM' (3/16" A,.090PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" IFS, .090 PVB, 3/16" HS) 13/16" LAM! IG.1 /8"A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8"A) 67 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, I /8 "HS) ITEM DWG# REV[ DKSCRIPTION [ MATL 1 PGDI 68 GLASS, 13/16" LAME 1o.1 /8"A, 3/8" AIR SPACE, 5/16" LAME (I /8 "HS, .090 PVB, 1 /8"HS) 69 " 13/16" TAMI IG-3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, I /8"A) - 70 " 13/16" LAME 163/16 "A, 5/16" AIR SPACF, 5/16" LAMI (1/8 "A, .090 PVB,1 /8"HS) 71 " 13/16" LAM1 [G- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 72 " 13/16" LAM! IG•I /8"A,1/4" AIR SPACE, 7/16" TAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI IG- 1 /8 "A,•1 /4" AIR SPACF, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16"HS) 74 " 13/16" LAME TG- 1/8 "A,1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, :090 PVB, 3/16 "HS) 75 " 13/16" LAMI TG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/ 16 "A, .090 PV13, 3/16 "A) 76 " 13/16" LAMI [G- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 77 " 13/16" LAMI [G- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3/16" HS) 90 1014 SCREEN FRAME (FIOR & VER.) 3105 -HI4 AL 91 1630 SCREEN CORNER KEYW/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.S ! . 94 1624 • 0 ' SPLINE - .135 DIA. FOAM IM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD FM PVC 96 SCREEN CLOTH R.,... F.K Rsred Br F.K. ws nBr F.K 10/17/06 Bute: 5/13/06 ee►wane: B NO CHANGE THIS SHEET Data 2/28/06 rtevhbns: A cheated sy: D. 1 J.J. 3/23/06 ADO SPACE DIMENSIONS ITEMS 66 THRU 77. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SAX 1529 NOKOMIS, FL 34274 0e.alwbn PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visebly Bruer HR710 NTS sever 6 " 11 Ekswire Alb 4127 -10 Par B Robert L. Clark, P.E. PE #38712 Structural •• • • • ••• •••• • • •••• • •••• • •••• • • • •• • • • ••• • •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • • • •• • • • • • per. F.K. Rand Or F.K. worm Or. F.K. f 1.173 2.710 --e•-1 0 FLANGE FRAME HEAD #4102A, 6063-T6 .062 7 .490 I Q Tk- 1.451 -.-I O SASH STOP #4025. 6063-T5 21 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 050 .678 1.096 -1-• ∎1 O GLAZING BEAD, 5/16" #40448, 6063 -T5 (USED W/ GRILL KIT) our 10/17/06 Oslo: 5/13/06 T 1.122 .062 —2.71 3.152 CI FLANGE FRAME SILL #4136, 6063-T6 0 HORIZ. ROLLER TRACK #4131, 6063 -T6 2.179 1.187 -- -I 1.081 h-0--- 32 SASH MTG. RAIL #4006D, 6063HS-T6 —.050 I ' 1.096— -y{ s GLAZING BEAD 7/16" #4222A, 6063-T5 y 1 187 O FRAME SILL ADAPTER #4137, 6063 -T6 L1.403-0-I 17 FIXED MEETING RAIL #4054B,6063HD -T6 .291+-1 SASH SIDE RAIL #4126, 6063-T5 050 -�a .678 1.115 - I-.. , 1 jJ 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED Wl GRILL KIT) I.040 J _ .738 443 —I O SASH STOP COVER #4053, 6063 -T5 1 I-•-- 2.784 f A O .3631_ U .062E 13 FLANGE FRAME JAMB #4002A, 6063-T6 F.050 FL .678 1.096—k-01 53 GLAZING BEAD, 5/16" #40398,6063 -T5 .683 .050 1.097 GLAZING BEAD, 13/16" #4067, 6063 -T5 8 Romero: A NO CHANGE THIS SHEET NO CHANGE THIS SHEET 2/28• /06 Oed er J.J. 3!23/06 I 1970 rECHNOLWY DRIVE NOKOMIS, FL 34275 P O. BOX 1529 NOKOMIS. FL 34274 EXTRUSIONS ree. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Snn nwtdd HR710 Swir Half s 7 of 11 4127 -10 B Robert L. Clark. P.E. PE 139712 Structural • • • • • •� • • • • • • • • •• • • • ••• •••• • • •••• • •••• • •••• • • • • • •• • • • ••• • •••• • • •••• • •• • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • ANCHOR QUANTITIES, XOX (114- 112 -114) WINDOWS TABLE 4 GLASS TYPE a ANCHOR TYPE) & SUBSTRATE A,B,C,G,H,I 2,3, WOOD 2, CONC 1, CONC D,E,F,J,K,L 2, 3, WOOD 2. CONC 1, CONC ZONES ZONES ZONES WIDOW SIZE W r H HEAD & SILL 4 53.125 x 38.375 48.000 50.625 54.000 80.000 63.000 1 +C2 +1 +C2 +1 2 HEAD & SQL 1 +02+1+02 +1�2 HEAD & SILL ZONES ZONES ZONES co HEAD & SILL 3 HEAD & SILL HEAD & SILL 1 +02+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +02+1 2 1 +C2 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C? +1 +C2+ +1 3 1 +02+1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+02.1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02+1 3 60.000 x 38.375 48.000 50.825 54.000 60.000 63.000 1 +02+1 +C2 +1 2 1 +C2+1+C2+1 2 1 +02+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1+02 +1 2 1 +02 +2+C2 +1 2 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+2+C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02+2+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02+1 3 1 +02+1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C 2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +C3 +2 +03+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +03 +1 3 74.000 x 38.375 48.000 50.625 54.000 60.000 61000 1 +C2 +2+02 +1 2 1 +C2 +1 +C2 +1 2 1 +02+2+02 +1 2 1 +C2 +2+02+1 2 1+02+2+02 +1 2 1 +C2 +2 +02+1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+ 3 1 +C2 +2 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1+02 +1 3 1 +C2+2+C2 +1 3 1 +C2 +2+02 +1 3 1 +C2 +2 +02+1 3 1 +C2 +2+02 +1 3 1+02+2 +02+1 3 1 +02+2 +02+1 3 1 +C2 +2 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02+1 +02+1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02+1 3 1 +G1+2+02 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02+1' 3 3 1 +02 +2 +C2 +1 1+03+2+03+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +03+1 3 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +122+1 2 1+C2+2 +C2 +1 2 1 +C2 +2+02 +1 2 1 +02+2 +C2 +1 2 1 +02+2+02+1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+2 +03+1 3 1+C2 +2 +C2 +1 3 1 +C2 +2+02 +1 3 1 +02+2+02 +1 3 1 +C3 +2+03+1 3 1 +02+2 +C2 +1 3 1 +03+2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2+02 +1 3 1 +03+2 +03+1 3 1 +03+2 +C3 +1 3 1 +02+2 +02+1 3 1 +03+2+03 +1 3 106.375x 38.375 48.000 50.825 54.000 60.000 63.000 1 +C2+2+C2 +1 2 1 +C2 +2 +C2 +1 2 1 +G2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3+02 +1 2 1 +C2 +3+02 +1 2 1 +C2+3 +02+1 3 1 +C2 +2 +C2 +1 3 1+C3 +3 +C3 +1 3 1 +C:3 +3 +03+1 3 1 +C2 +3+02+1 3 1 +03 +4 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3+C3+1 3 1 +C3+3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +C3 +1 3 1 +03+3+03 +1 3 1 +C2+3 +C2 +1 3 1 +04 +4 +04+1 3 1 +C3 +3+03 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +C2 +3+C2 +1 3 1 +04+4 +C4 +1 1 +03+3 +03+1 3 1 +C2 +2 +02+1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3+C4 +1 3 1 +C3+3+3+1 3 1 +C4 +4 +C4 +1 3 111.000x 38.375 48.000 50.625 54.000 80.000 63.000 1 +C2 +3+G2 +1 2 1+02+2 +02+1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3+02 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3+03 +1 3 1 +C3 +3+03 +1 3 1 +12 +3 +C2 +1 3 1 +03 +4 +03+1 3 1 +C2 +3 +C2 +1 3 1 +C2 +2+C2 +1 3 1 +03+3 +03 +1 3 1 +C3 +3+C3+1 3 1 +C2 +3+02 +1 3 1+03 +4 +03 +1 3 1 +C3 +3 +03+1 3 1 +C3 +2 +C2 +1 3 1+03+3+03 +1 3 1 +C3 +3 +03+1 3 1 +C2 +3 +C2 +1 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3+C4 +1 3 1 +C4+3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +03+1 3 1 +C2 +2 +C2 +1 1 +C4 +3 +C4 +1 3 1 +C4 +3 +04 +1 3 1 +03+3+03 +1 3 1 +05 +4 +05+1 3 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090,118" A) B. 5/16' LAMI - (1/8" A,.090,1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16° A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A..090, 3/16' HS) F. 7/16" LAMI - (3/16" HS,.090, 3/18' HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5116' OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 318" SPACE. 5/16" LAM! I. 13118' LAMI IG -1/8" OR 3/16" A, 5/16" OR 318" SPACE, 5/16' LAMI - J. 13/18" LAMI 1G - 118° OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAMI - K 13/16" LAMI IG -1 /8" OR 3/16' A, 3/16' OR 1/4' SPACE, 7/16" LAMI - L 13/16' LAMI IG - 1/8" OR 3/16" A, 3/18' OR 114" SPACE, 7/18" LAMI - (1/8' A,.090, 1/8" A) - (1/8' A,.090. 1/8" HS) (1/8" HS,.090, t/8" HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16` HS) - (3/16' HS..090.3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2' MAX. 0.0. TABLE KEY: ® X O 1 +C3 +4+03 +1! 3 X -a- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) re-1-25 3/4" max. -•-( (-.--3" MIN. t 1 1 9" REF. X tt t MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX. 1 112° TYP. I-•3" MIN. i I ki t 9" REF. X O t X MTG. RAIL TYP.J EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Ae•.na•a re w++plt ibl w tMl Rood f]y: 12•00 Revision: Komi ffy: F.K 10/17/06 B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Revd by FK. Oak 5/13/06 Rswt A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. omen sr F.K war 2/28/06 Cnekdd ay J.J. Deft 3/23/06 1070 TECHNOLOGY DRIVE NOKOM19, FL 34275 P.O. BOx 1529 NOKOMIS. FL 34274 Visibly Better ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) rmk ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 snr: NTS Shost 8 d 11 c_ w. 4127 -10 Rs. B obert L. Clark, P.E. PE 639712 Structural • • • • • • • • • • • • • • • • • • • .•• •••• • • • •••• • •••• • • • • • ••• • • • ••• • •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • ANCHOR QUANTITIES, XOX (1/3 -1/3 -113) WINDOWS TABLE 5 GLASS TYPE, ANCHOR TYPE2 & SUBSTRATE L 2.3. WOOD 2. CONC 1, CONC 2 3. WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE co HEAD & SILL ri co t� co HEAD & SLL < HEAD & SLL 4 HEAD & SILL m HEAD & SILL m HEAD & SILL (1) 2 48.000x 38.375 1 +C2 +1 +C2+1 48.000 1 +C2 +1 +C2 +1 50.625 1 +C2 +1 +C2+1 54.000 60.000 63.000 53.125x 38.375 48.000 50.626 54.000 60.000 63.000 60.000 x 3&375 48.000 50.625 54.000 60.000 63.000 66.000x38 375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 80.000 63.000 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 86.437x 38.375 48.000 50.625 54.000 60.000 1 +C2 +1 +C2 +1 63.000 1 +C3 +1 +C3 +1 2 1 +C2+1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2+1+C2 +1 2 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 3 14C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+ 1 +C2 +1! 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+ •+C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+02+1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 2 1 +12+1+C2 +1 3 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 3 1 +C2 + 1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 14C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1+C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2+1 2 1+02+1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2+1 +C2 +1 2 1+C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C2 +1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +c2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C3 +1+C3+1 3 1+C2 +1 +C2 +1 3 1 +C2+1 +C2+1 2 1 +C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 1+C2 +1 +C2 +1 2 1 +C2 +1+C2+1 2 1 +C2 +1 +C2 +1 3 2 1+C2+1 +C2 +1 1 +C2 +1+C2 +1 3 1 +C3+1+C3 +1 3 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C2 +1+02+1 3 1+C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 3 1+C2+1 +02+1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3 +1 1+C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1+C3 +1 3 1 +C3+1 +C3+1 3 3 1+C2 +1 +C2+1 1 +C2+1+C2 +1 3 1 +C3+1 +C3+1 3 3 3 1 +C3+1+C3 +1 3 3 1 +C2 +1+C2+1 3 1+C3+1 +C3+1 3 1 +C2+1 +C2 +1 2 1 +C2 +1+C2+1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+c3+1+0+1 3 3 1+C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C3+1 +C3 +1 3 1 +C3+1 +C3 +1 3 1 +C2 +1+02 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1+C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1+C3+1+C3 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1+C2+1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1+C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1+C3 +1 +C3+1 3 1 +C2 +1+ C2 +1 3 1 +C3+1 +C3+1 3 1+C2 +1 +C2 +1 3 1 +C2+1+C2+1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +C2+1 +C2 +1 3 1+C3+1 +C3 +1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C4 +1+C4 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 2 1 +C2+1+C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1+C3 +1 +C3 +1 3 1 +C2 +i +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C34 1 +C3 +1 3 1 +C3 +1 +C3+1 1 +C3 +1 +C3 +1 3 3 1 +C3+1 +C3 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 3 1 +C3+1 +C3 +1 3 1 +C4 +1 +C4 +1 3 NOTES: 1. ANCHOR TYPES: 1 - 114' ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16° LAMI - (1/8" A,.090. 1/8" A) B. 5/16" LAMI - (1/" A,.090, 1/8" HS) C. 5/16° LAMI - (1/8" HS,.090, 1/8' HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16* A,.090, 3/16" HS) F. 7/16" LAMI - (3116" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/18" LAMI H. 13/16" LAMI IG -1/8" OR 3116" A, 5/16" OR 3/8' SPACE, 5/16" LAMI I. 13/16' LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAM! - J. 13/16" LAMI IG -1/8' OR 3/18" A, 3/16" OR 114. SPACE, 7/16" LAMI - K. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4° SPACE, 7116" LAMI - L 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7116" LAMI - (1/8"A,.090, 1/r A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16' A,.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING .L DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: L X O X 1+C3 +1 +63 +11 3 k+--- ANCHOR QUANTITY PER JAMB L 9" REF. X T MTG. RAIL, TYP. HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. 1-e-31 MIN. 11 1 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. `I 2��MAX. X 1 1/2" TYP. 3" MIN. MTG. RAIL, TYP. L� EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Dads: Rerva ***Kt sr F.K. Head By F,K. Dom. 10/11106 B a REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS mnr 5/13106 rieristalar A ADD SPACE DIMENSIONS GLASS TYPES G THRU L Aram* F.K. Arta 2/28/06 J Baer J.J. 3/23/06 I 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) Mr ALUM. HORIZONTAL ROLLER WINDOW, IMPACT St*******- WS+r SRN D•rb• Ns. br HR710 NTS 9 11 4127 -10 B lei Robert L. dark. P E PE 139712 Structural •. • • • • • •.. • •• • • • • .•.• • • • • • •••• • • • • •••••• • • • • • •••• • •••• • • • •• •• • • •••e•• • •••• •••••• • • • • •••• • • • •• • • • • • • ••• • • •••• • • •••• • • •• • • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 GLASS TYPE, ANCHOR TYPE, & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H 0 J w5 I °a IJAMBS o-j wv, I ea m U) % ' CI =J CD e8 12 i IC, o WCD 1 •s JAMBS I HEAD & SILL JAMBS o Qm 1 •8 JAMBS I 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+1' 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1+C2+1 3 1+C2 +1 3 1 +03 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02+1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1+C2+1 3 1+02 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C3 +1 3 1+C2+1 3 1 +C2 +1 3 1+C3+1 3 1+C2+1 3 1 +C2 +1 3 1 +C3+1 3 1+C2+1 3 1+02+1 3 1 +C3 +1 3 1+C3+1 3 1+C2+1 3 1+03+1 3 1+C3+1 3 1+C2+1 3 1+03+1 3 1+C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1+C2+1 3 1 +C3 +1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+C3+1 3 1 +C2 +1 3 1+03+1 3 1+C3+1 3 1+C2+1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +C3 +1 3 1 +C3 +1 3 60.000 x 38.375 48.000 1 +C2 +1 2 1 +02 +1 2 2 +C2 +2 2 I 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 50.625 1 +C3 +1 3 1 +C2 +1 3 2+03 +2 3 1 +03+1 3 1 +C2 +1 3 2 +03 +2 3 54.000 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3+1 3 1 +C2 +1 3 2 +C3 +2 3 60.000 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 63.000 1 +C3 +1 3 1+C3 +1 3 2 +04 +2 3 1 +03 +1 3 1 +C3 +1 3 2 +04 +2 3 66.000 x 38.375 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +02 +2 2 1 +02 +1 2 2 +C2 +2 2 48.000 2+C2 +2 3 1 +C2 +1 3 2 +03 +2 3 2 +02 +2 3 1 +02 +1 3 2 +03 +2 3 50.625 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +03+2 3 1 +C2 +1 3 2 +03 +2 3 54.000 2 +03 +2 3 1 +C2 +1 3 2 +03 +2 3 2 +03+2 3 1 +C2 +1 3 2 +034.2 3 60.000 2 +03+2 3 1 +03 +1 3 2 +04+2 3 2 +03 +2 3 1 +C3 +1 3 2 +04+2 3 63.000 1 +C3 +1 3 1 +03 +1 3 2 +04 +2 3 2 +03+2 3 1 +03 +1 3 2+04 +2 3 74.000 x 38.375 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +02 +2 2 2 +02 +2 2 2 +C2 +2 2 48.000 2 +03 +2 3 2 +02 +2 3 2 +C3 +2 3 2 +C3+2 3 2 +02 +2 3 2 +03+2 3 50.625 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 54.000 2 +03 +2 3 2 +03 +2 3 2 +C3 +2 3 2 +03 +2 3 2 +C3 +2 3 2 +C3 +2 3 60.000 2 +C3 +2 3 1 +03 +1 3 2 +04 +2 3 2 +03 +2 3 2 +C3 +2 3 2 +04 +2 3 63.000 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 2 +04 +2 4 2 +C3+2 3 2+04 +2 3 mew fir F.K. Raul By F.K. omen ay: F.K. 10/17/06 Dab. 5/13/06 2/28/06 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADO SPACE DIMENSIONS TO GLASS TYPES G THRU L 3/23/06 1070 TECHNOLOGY DRIVE NOXO MIS. FL 34275 P.t) BOX 1529 NOKOMS, FL 34274 NOTES: 1. ANCHOR TYPES: 1 - 1/4° ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: k 5/16" LAMI - (1/8" A,.090, 1/8' A) B. 5/16" LAMI - (1/8" A,.090.1/8' HS) C. 5/16° LAMI - (1/8" HS,.090, 1/8° HS) D. 7/16" LAMI - (3/16" A,.090, 3/16' A) E. 7/16' LAMI - (3/16' A,.090, 3/16' HS) F. 7/16" LAMI - (3/16' HS,.090, 3/16' HS) G. 13/16' LAMI IG -1/8' OR 3/16° A, 5/16" OR 3/8" SPACE, 5/16° LAMI - (1/8" A,.090,18' A) H. 13/16' LAMI IG -1/ ' OR 3/16" A, 5/16' OR 3/8" SPACE, 5/16' LAMI - (1/8" A,.090, 1/8' HS) I. 13/16" LAMI IG - 1/8' OR 3/16' A. 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8' HS) J. 13/16' LAMI IG - 118' OR 3/16" A, 3/16" OR 1/4' SPACE, 7/16' LAMI - (3/16' A,.090, 3/16' A) K. 13/16' LAMI IG -18' OR 3/16' A, 3/16' OR 1/4' SPACE, 7/16" LAMI - (3/16' A,.090, 3/16" HS) L. 13/16" LAMI IG -18" OR 3/16" A, 3/16" OR 1/4' SPACE, 7/16" LAMI - (3116" HS,.090, 3/16' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 221/2" MAX O.C. TABLE KEY: O X 2+03 +2 13 9' REF. ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 18 3!4° MAX �-{ I-•-3' MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) I 183/4 "MAX -"--I 1/2' TYP. If3' MIN. - -� t tit I 1 9" REF. REF. X If 0 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS c; Visibly Better ANCHORAGE SPACING, OX AND XO WINDOWS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Raab NTS Short 10 0 11 afro° 4127 -10 B • obert L Clark, P.E. PE 09712 Structural •• • • • • • ••• • • •• • • • • •••• • • •••• • •••• • •••• • • • • •• • • • • • •• • • • ••• • •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • 3KS1 CONC. 1x WOOD BUC (SEE NOTE 3) 3KS1 CONC. A CONCRETE ANCHOR W/ #12 HEAD (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL A DETAIL 1 3/Jj MIN. _1. A 3 1/4" MAX. SHIM 2x WOOD BUC (SEE NOTE 3) A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" MAX SHIM MIN. TYPICAL HEAD SECTIONS aEXTERIOR INTERIOR (HEAD & SILL DETAILS) CONCRETE ANCHOR W/ #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM `MAX. • 4.� • 1 3/8� MIN. A . . .• 2x WOOD BUCK (SEE NOTE 3) DETAIL B NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY A APPROVED 1/4' ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM • ANCHOR TO CONCRETE EDGE IS 2 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR A 1/4" SS4 CRETE -FLEX 3. W000 BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1 /8" THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL. BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4" MAX. SHIM —'-'j r1�t I I A ' ' WOOD ANCHOR WI #12 HEAD 1 ?i ill I I (SEE NOTE 2 THIS SHT. (, '� ,• '' AND NOTE 3 SHTS. 8-10) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM $ MAX. 1 3/8" MIN. TYPICAL SILL SECTIONS DETAIL D Read By Gam Rag slaw Read By F.K. bibr 10/17/06 klrrMoin� B REVISE EDGE DIST.. EMBEDMENT & SHT. REFERENCES der F.K. Oar 5!13/06 A ADO NOTE 5. tlniw By F.K. D. • 2/28/06 cn•o4.eey • J.J 3/23/06 A 1 3/8" MIN. A 1/4" MAX. SHIM- - A CONCRETE ANCHOR W/ #12 HEAD (SEA • ; NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 2x WOOD BUCK (SEE NOTE 3) 4 INTERIOR (BOTH JAMB DETAILS) EXTERIOR A 1 1/4" MIN. (1.5KSI CMU) OR 1 3/8" MIN. •• (3KSI CONCRETE) A • DETAIL F TYPICAL JAMB SECTIONS 1x WOOD BUCK (SEE NOTE 3) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P..) BOX 1529 NOKOMIS, FL 34274 I GZ Visibly Better ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT rHalf sm.u9Man¢ eh.; 11 a 11 a+"rw Na. 4127 -10 Raw HR710 B L. Clark, a E. PE 139712 Structural 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" HEA1 STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS 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. 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 SAF...EX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEETS, 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, 0 & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: A MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 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) AT EACH CORNER MAX. 5" O.C. AT EACH CORNER MAX. 5" O.C. . ,IHEAD & SILL: . • • . AMBS:' •' • 5 �ITitEGRAL• FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) "'HEAD &'m MAX. 8 1/2" FROM CORNERS • • •••••• MAX. 11 "O.C. • JAMBS:.... 1181 'MAX. 8 1 i2" FROM CORNERS .. . MAX. 11" O.C. ESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4! SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOIN- SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 • •• Raved By: parr Rowans. Read Hy: Data Row.tona: Read 8y: F.K. Oak: 12/15X!3 Re.b7mb. A REDUCE ANCHOR SPACING Drawn By F.K. Dare: 7/14/03 Checked 8Y: as 1070 7ECIiNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOXOMIS. FL 34274 NOTES & TABLE OF CONTENTS Visibly Better rak ALUMINUM PICTURE WINDOW, IMPACT PW•701 scare: NTS Solt o 10 &ware s.4 4259 -4 Raw A Vi/u' Robert L,, Clark, P.E. PE 939712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE •• • • • ••• •••• • • •••• • •••• • • ••• • • • • • • ••• • •••• • • •••• • •f• 11/16" NOM GLASS BITE • • • • • •••••• • •• • • ••• • ••• OL •.•• • •• • • • • • 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 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 11 OUTSIDE 11/16" NOM GLASS BITE OR 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Revs! Br: Revisions. Ops: R•ddons: Road Br• F.K. An*: 12/15103 NO CHANGE THIS SHEET Dawn Br Dow Chocked By: D•". F.K. 7/14/03 1070 TE2tIVOLOGYDRIVE NOKOMIS FL 34275 PD. BOX 1529 NOK7MIS, FL 34274 P T Visibly Better s'"WrAbd.' o PW701 Oneripf GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Seakr NTS 2 10 4259 -4 /' Robert L. Clark, P.E. PE #39712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. ••• . •••• • • •..• 'kfArF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. QUARTER CIRCLE MAX. SIZE =68 "X68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 1 48" MAX. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D 8 E. 92 1/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. f 44 1/4" MAX. DLO ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. R6vad By Dais Revisions. Rend Br 0610 Revisions: Rood Bs F.K . Orin By: F.K. Oats 12/15/03 Oat: 7/14/03 A Checked By. NO CHANGE THIS SHEET Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pidr Dosaiptions FLANGED ELEVATIONS IMee: ALUMINUM PICTURE WINDOW, IMPACT Visibly Better PIN -701 &or at NTSI 3 a 70 o 4259 -4 A Robert L Clark, P.E. PE #39712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 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. EYEBROW OCTAGON MAX. SIZE =60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48' OR MAX. AREA = 31.99 SQ. FT. 48" MAX. QUARTER CIRCLE MAX. SIZE = 68 "X68" OR MAX. AREA = 25.22 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. Raved By OW.• Revisions: Read Br. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1 i4" MAX. DLO RECTANGLE MAX. SIZE = 481 X 96" OR MAX. AREA = 32.00 SQ. FT. ARCH. MAK. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. IL - R.vi.i..r. Read Br F.K. Dee: 12/15/03 ReMabns. A NO CHANGE THIS SHEET Drawn By: a": Checked By. Ode. F.K. 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL .34274 P T Visibly Better 3.".."6°" Pw.701 INTEGRAL FIN ELEVATIONS nft ALUMINUM PICTURE WINDOW, IMPACT sw.: NTS Sho 4 "10 Q,._ ?11 4259 -4 Robert L Clark, P.E. PE #39112 Structural COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: 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 (3/16HS1.090, 3/16" HS) WINDOW HEIGHT WINDOW WIDTH 49.000 AREA SQ.FT, 54.500 I g2g t AREA SQ.FT.' FTL -3835 FTL -3835 FTL -3850 FTL -3850 28.500 34.000 39.500 45.000 A&C A&C 80.0 B &D B &D 80.0 60.000 A &C B &D AREA SQ.FT. 65.500 A &C B &D 46.500 48.000 -80.0 , 80.0 I -80.0 80.0 1 -80.0 80.0 I -80.0 11.569 13.441 h. 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 12.868 ' 14.950 9.698 80.0 -80.0 80.0 -80.0 10.786 15.313 76.7 -76.7 80.0 -80.0 17.031 80.0 -80.0 80.0 -80.0 74.0 -74.0 69.9 -69.9 80.0 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 11.875 14.167 16.458 18.750 80.0 -80.0 7 80.0 -80.0 , 68.5 -68.5 , 63.5 -63.5 80.0 I -80.0 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 AREA SQ.FT. 71.000 A &C B &D 12.964 15.465 80.0 -80.0 79.4 -79.4 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 76.500 A &C B &D AREA SQ.FT.-' e2� 000 e68® • •If2EA SQ. Agia 14.052 16.764 17.967 80.0 -80.0 80.0 1 -80.0 80.0 -80.0 80.0 -80.0 15.823 16.333 74.0 I -75.2 74.0 -74.0 80.0 -80.0 80.0 17.599 -80.0 18.167 67.2 [ -68.6 67.2 I -67.2 ( -80.0 80.0 I -80.0 80.0 19.375 20.000 61.3 -62.3 61.3 -61.3 80.0 -80.0 80.0 -80.0 20.469 80.0 I -80.0 80.0 L -80.0 15.141 80.0 -80.0 80.0 -80.0 16.229 76.8 1 -76.8 80.0 1 -80.0 18.063 74.1 -74.1 80.0 -80.0 19.361 63.7 -63.7 80.0 -80.0 19.476 59.7 ] -59.7 80.0 1 -80.0 20.984 56.5 j -56.5 80.0 J -80.0 22.493 57.9 -57.9 80.0 -80.0 22.188 52.8 -52.8 80.0 -80.0 23.906 48.3 t -48.3 80.0 I -80.0 25.625 21.151 21.833 56.1 -57.1 56.1 -56.1 80.0 -80.0 80.0 -80.0 22.927 23.667 51.9 -52.1 51.9 -51.9 80.0 -80.0 80.0 -80.0 24.703 25.500 87•x{30 • 80.0 -80.0 + 70.7 j -70.7 53.6 -53.6 .... :a&D 80.0 -80.0 80.0 I -80.0 80.0 -80.0 ... PEA S :F.T. ' 17.318 20.660 24.002 93.000 Q - 80.0 , -80.0 69.1 -69.1 51.4 -51.4 • • • &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 • "A�4EA ,�Q'F.T. 1 66.060 A &C 80.0 1 B &D 80.0 :,4#e 21.958 25.510 43.6 I -43.6 80.0 t -80.0 27.344 42.5 -42.5 80.0 -80.0 29.063 80.0 30.000 -80.0 , 68.8 8 50.4 -80.0 80.0 -80.0 80.0 AREA SQ.FT. 19.000 NO 1 ES: 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 SQ. 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 RECTANGULAR SSIZEIN TABI F 1a WHICH THEIR OVFROLL WIDTHA©D HF1GHT DIMENS Ole! COMPLETELY I WITHIN. FLANGED UNIT DESIGN PRESSURES -50.4 41.6 -80.0 22.667 26.333 • 47.6 I -48.0 47.6 80.0 -80.0 80.0 -47.6 -80.0 26.479 27.333 43.4 1 -43.2 43.4 -43.4 80.0 -80.0 80.0 -80.0 28.255 29.167 40.7 -41.0 40.7 -40.7 80.0 -80.0 79.4 -79.4 30.031 31.000 -41.6 39.4 -40.1 39.4 -39.4 -80.0 80.0 -80.0 , 76.6 31.000 -76.6 32.000 Render COMIC Reveiorv: Revd er: F.K. or F.K. 12/15/03 Revisions: A CHANGE NOTE 1 ANCHORING WITH 012 SCREWS oen: 7/14/03 CAedted er. Dar 1070 fEC.4NOLOGYORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P, 1 r Tr.: ALUMINUM PICTURE WINDOW, IMPACT Visibly Better seeneteer PW-701 Solely: • seer NTS 5 a 1� a+e+eew. 4259-4 71 .. A Robert 1.. Clark P.E. PE 139712 Styuctural COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B• 7/16" LAMINATED GLASS (3 /16 "HS, .090, 3/16HS) C. 1 1/16" LAM! I.G., 3/16HS, 7/16" SPACE, 7/16" LAM! (3/16A, .090, 3/16" HS) . D. 1 1/16" LAM! 1.G., 3 /16HS, 7/16" SPACE, 7/16" LAM! (3 /16HS, .090, 3/16" HST WINDOW WIDTH FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW HEIGHT 49 000 A &C 80.0 -80.0 80.0 r ISI 1• -80.0 80.0 I -80.0 80.0 -80.0 79.4 ( -80.0 B &D 80.0 AREA SQ.FT. 54 500 - 80.0 , 80. 9.698 0 -80.0 _ 80.0 11.569 -80.0 80.0 -80.0 80.0 -80.0 13.441 15.313 15.823 79.4 -79.4 80.0 1 -90.0 16.333 A &C 80.0 ° 1 B &D 80.0 -80.0 -80.0 AREA SQ.FT. 60.000 A &C B &D 10.786 80.0 I -80.0 78.9 -78.9 80.0 1 -80.0 80A -80A 14.950 12. 868 12.868 74.3 1 -74.3 71.9 1 -73.1 80.0 -80.0 80.0 17.031 80.0 80.0 -80.0 80.0 -80.0 80.0 AREA SQ.FT. 65 500 A &C B &D AREA SQ.FT. 71.000 A &C 11.875 14.1 -80.0 72.2 -72.2 -80.0 80.0 -80.0 14.167 16.458 67.8 -67.8 80.0 -80.0 18.750 -80.0 17.599 71.9 -71.9 80.0 -80.0 65.0 -66.4 80.0 -80.0 19.375 18.167 65.0 , 80.0 80.0 -80.0 78.9 -78,9 65.5 -65.5 80.0 B &D AREA SQ.FT 61.7 -61.7 80.0 -80.0 20.469 59.6 -60.7 80.0 -80.0 21.151 -65.0 -80.0 20.000 59.6 -59.6 80.0 -80:0 21.833 -80.0 75.3 I -75.3 -80 0 80.0 -50.0 80.0 1 14.052 16.764 61.1 -61.1 80.0 -80.0 19.476 • 56.4 I -56.4 80.0 I -80.0 22.188 54.6 1 -55.5 80.0 -80.0 22.927 76 500 A &C 80.0 I -80.0 72.6 -80.0 80.0 18.063 B &D 80.0 AREA SQ.FT 15.141 0 -80.0 &t1� 80.0 '.AREA sq.FT 876500 • A&Gi 80.0 -72.6 57.1 -57.1 51.5 -51.5 51.0 -51.3 54.6 I -54.6 80.0 I -80.0 , 23.667 51.0 I -51.0 -80.0 80.0 -80.0 _ 80.0 20.984 -80.0 69.4 -69.4 80.0 -80.0 53.8 -53.B -80.0 80.0 -80.0 80.0 -80.0 23.906 24.703 25.500 47.2 -47.2 46.6 -46.9 80.0 -80.0 80.0 -80.0 80.0 -80.0 16.229 80.0 19.361 22.493 25.625 26.479 46.6 -46.6 80.0 I -80.0 27.333 -80.0 66.4 1 -66.4 51.0 1 -51.0 42.6 -42.6 43.1 ' -42.7 43.1 -80.0 80.0 -80.0 80.0 1 -80.0 80.0 8 20.66 IiEA SQPFT. 17.318 r � &C ` 80.0 -80.0 , .N&b 80.0 -80.0 ".34 • EA $Q T _ 18. 06 'A &C 80.0 B &D 80.0 19.000 AREA SQ.FT. -80.0 80.0 -80.0 24.002 27.344 28.255 -43.1 80.0 I -80.0 29.167 65.0 -65.0 48.9 -48.9 41.2 80.0 -80.0 80.0 -80.0 80.0 21.958 25.510 -80.0 63.9 -63.9 48.0 -80.0 80.0 I -80.0 80.0 -41.2 40.4 -40.2 -80.0 79.7 -79.7 29.063 30.031 40.4 -40.4 -48.0 40.2 -80.0 80.0 -40.2 39.0 -80.0 76.9 -38.9 -76.9 76.0 -76.0 31.000 39.0 73.1 -39.0 -73.1 22.667 26.333 30.000 31.000 32.00 NOTES: 1. TABLE 2 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. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET t 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 SIZE IN TABLE 2. WHICH -HEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. Abed Ey Oefl: Rend Ay: R♦rad By. Drawn FJ( By: F.K. o: 12115/03 Rsriaive: A CHANGE NOTE 1 ANCHORING MTH #12 SCREWS Caw 7/14/03 gawked > _l 1070 TECHNOLOGY DRIVE MOKONIS, FL 3427E P.O. BOX 1528 NOKOMIS, FL 34274 INTEGRAL FIN UNIT DESIGN PRESSURES Appasved Pledi DOD NOM IOW ALUMINUM PICTURE WINDOW, IMPACT Vislbly Better s PW.701 NTs 6 "10 u••w No 4259 -4 I 476 Robert L. Clark. P.E. PE *39712 Structural • • • • • • • • • • •. MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH -- HORIZONTAL SECTIpN (FLANGE. F RAME) o ij O •. • . • ALONG ENTIRE JOINT SCIREWbw•GORNER ASS'Y •.•• •• •. •••kFLANGK FRAME) • •••• • • .... • • • • •• • • • ••• • • •• .. • • •.••- • . •••• 2.784" MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) INSIDE MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) R.vsd 9y: R.dsbns: Raid ay: Corr R.vsd Ayr F.K. 12/15/03 Draw. By F.K. Oak: 7/14/03 NO CHANGE THIS SHEET I 1070 TECHNOLOGY DRIVE NOKOM/S FL 34275 P.O. BOX 1529 NOKDAII ^a FL 34274 Desallaws SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT Visibly Better swassado PW -701 se.r: NTS Smee d 10 011M.11 NO. 4259 -4 A Wirndiddii.„Zarkiativ • /4/f) Robert L. Clark, P.E. PE 1139712 Structural 2.784" MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWS iCORNER ASS'Y (lirtEGIVek. FIN FRAME) • • .. • . • .. • •••• • • • . •••• ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 2.784" MAX. DAYLIGHT OPENING VERTICAL SECTION (INTEGRAL FIN FRAME) Reese oy Deno Revisions: a.ndsr Din: Revisions: Read Sr F.K. Dew 12/15/43 F.K. Den: 7/14/03 ReriYer": A CAedied 8y. C CHANGE THIS SHEET caw 1070 TECHNOLOGYDPIVE NOKOMIS, FL 3427 P.O. BOX 1529 NOKOMIS, FL 34274 FAG' SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT Visibly Better Sarvinnonst PW -701 UMW 1 sn•e A 0. NTS 8 a 10 irtROMV 4259 -4 i ri L. Clark, P.E. PE #28712 S rucwa! • • ITEM DWG NO. PART # DESCRIPTION 1 2 7 4256A 4253 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 64253 FLANGED FRAME HEAD, SILL & JAMB 1155 8 781 PDX #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 11 12 13 14 4255 4254 1224 64255 64254 6TP247 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) 4224 INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 18 20 4262 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 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED • ••• • •' • •ale • • • • • •• • • • • • • • • • • 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 • •• • • • ••. • N • • •••• f• .• • • • ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6063 -T5 DWG NO. 4255 Read By Odr. nerd ey: Ode: Mewl % Ow: F.K. 12/15/03 Oral" er: ONE F.K. 7/14/03 Itsyerceu 346" --�-I I-- .050" .975" ITEM 11, 1 1/16 LAMI 1.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 2.784" .062' ----i 1.875" ,077" 2.500" ITEM 1, INTEGRAL FIN FRAME NAT'L: 6063 -T5 DWG NO. 4256A t--- .062" 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 ReriiM•q: A WO CHANGE THIS SHEET QI •cAed 8 Dim: 1070 TECHNOLOGY DRIVE NOKOMIS, a 342'S P.O. BOX 1529 NOKOMIS, FL 34274 tidlr EXTRUSION PROFILES & PARTS LIST Tar ALUMINUM PICTURE WINDOW, IMPACT Visibly Better Ssamodbar PW701 Sub: SMet NTS 9 10 asa+a Na 4259 -4 Robert L Clark, Y.E. PE $39712 Structural .130" DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5 "O.C. •• •• • ••• • • •••• • •••• • •••• • WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 114" MAX. 1 SHIM T #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1 1/2" MIN. EMBEDMENT 114" TAPCON, 81/2" MAX. FROM CORNERS 8.11" MAX. O.C. AA (SEE NOTE 1) • • •• • • •• o • f ••• •••... .• •. .. •r • .•1 g _.;..a moo,. •• • C¢NCtETE • • • 114" MAX. I SHIM 4i .;• :. , 1 1/4" MIN. • 4: • • "' • • EMBEDMENT I FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN KIIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. 2x WOOD BUCK (SEE NOTE 2) 1/4" MAX. r SHIM T INTEGRAL FIN DETAIL B #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A 1 1/2" MIN EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) 114" MAX. I SHIM 1 FLANGED DETAIL C 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. A (SEE NOTE 1) 1 1/4" MIN. '••• EMBEDMENT: - 1 • 1/4" MAX. f SHIM T SOLID CONCRETE FOR HEAD & SILL - OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E 1x WOOD BUCK (SEE NOTE 2) Mine ��- Rovad By.' N•<: RWebroc Read ay DOW: Regtbm: Row ay F.K. Draw Or F.K. Da": 12/1.5(03 Red•vr: A CHANGE NOTE t AND FASTENER SPACING Dow 7/14/03 CA.dN BY. DIM: 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O SOX 1529 NOKOMIS. FL 34274 plc," 0MO$+I•n: ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better o «e. 4259 -4 A SontaMode PW-701 Shawl- 10 a10 NTS Robert L Clerk, P.E. PE *39712 Structural 85' 1/8" MAX. DLO TYP. 96" MAX • • •p. •• • • •1•• •• • • • • 1' • 36 1/8" MAX. 33 3/8" MAX. DLO 1 { 25" MAX. DLO Qxxo 71 3/4" MAX. 25" MAX. DLO 36 1/8" MAX. 33 3/8" MAX. DLO •1: ••• • •• • • • ••• • • • • • • • et • • ... .. ••{11 • • • •••• • • • • • • • • •••. •••• • • •• • • • ••• • • •• • • • •••• • • ACTIVE DEAD '-BOLT ---- ITEM 32 J INACTIVE SUDS BOLT ITEM 21 (INACTIVE) TOP & ROT. 1• 2 POINT LOCK OPTION ITEM 41 (ACTIVE) l3 1 /4" HINGE LOC. TYP. 1 1 ii f,,>+ 1 1- 1 1 1 LARGE Mr 5914..e IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 4 FOR GLAZING DETAILS) OPTION 1 — .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/5" ANNEALED) OPTION 2 — .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 1/8" HEAT STRENGTHENED) OPTION 3 — 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" ANNEALED) OPTION 4 — 7/16" LAMINATED (3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16" HEAT STRENGTHENED) 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 3) 3.) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHOR SPACING SEE NOTES 6 AND 7, SHEET 3. 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCES: TEST REPORTS FTL -2067, 2241 AND FTL -2612 ELCO TEXTRON NOA 04- 0721.01 AND 03- 02255.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION 6.) SEALANT TO BE APPLIED AROUND THE FRAME CORNER & PANEL CORNER SEAM. 7.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COOE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 5.) CONFIGURATIONS: QXXO, OXO, DX, ,XQ, XZ(, AND ,Q ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER ® DETAILS A, 8, E & F, SHEET 3) HEAD -- CONC (3), WOOD (7) SILL — CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 1 96" AUX. CENTERLINE BINGE LOC. TYP. 13 1/4" HINGE LOC. TYP 36 1/6" MAX 33 3/8" MAX. DLO 0X0 37 1/2" MAX. 25" MAX. DLO 36 1/8" MAX. 33 3/8" MAX. DLO I I 85 /8" MAX. DLO TYP. 11 11 11 6 1/2" MAX -- 13 1/2" MAX. 0.C. ACTIVE DEAD —BOLT ITEM 32 t } /1/ A21- MAX. O.C. CONCRETE 13 1/2" MAX. 0.C. WOOD TYPICAL ALL CONF7G. QXQ —�— & OXO 000R— SIDEUTE INTERSECTION (NOTE 6 & CLUSTER DETAILS, C, 0, G & H, SHEET 3) ANCHORAGE CONDIT70N HEAD — CONC (3), WOOD (7) SILL — CONC (6), WOOD (7) 1YPICAL ALL CONFIGURATIONS Robe L. Cloric, P.E. Pr #39712 Structu"o! NDUSTRIES Roved By F.K. Revsd I3jr. F.K. "Dote: 7115/06 Dote: 9 22/06 6" MAX. Revisione:E£ ADD C0[FIG. REVISE ANCHORAGE Revlslons:t= —ADD FTC- 2612 & MISC. MARKED CHANCES Drown 8y: D.B. 7/12/99 1lr■I11e111n+Ws ;M11 4�idli irArrYs liNiirailes Des. y Illy* fM►Lir 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 90X 1329 NOKOMIS, FL 34274 Description: ELEVATIONS OXXO & OXO rrle: ALUMINUM FRENCH DOOR W/ SIDFI_ITES Series /Model: FD-101 Scale: NTS SRaat: 1 of 9 Drawing No. 9 72 Rev: F • • •••. -- • • •••••• • • •••••- ••••• • - ••••• • • •••••• • • •.•••- • •• 000000 XX 71 3/4" MAX. 25" MAX. 25" MAX. DLO DLO 85 1/8" MAX. DLO TYP. 96' MAX. •• • • • ••• •-•• • • •••• • •••• • •••• • • • i ; r . 1 ACTIVE 1 N 11 ACTIVE 1 ` INACTIVE SUDE BOLT ITEM 21 \ (INACTIVE) TOP & BOT. \� 2 POINT LOCK OPTION ITEM 41 (ACTIVE) ./, / 1 i DEAD -BOLT ITEM 32 . l r r r r t !.L i /: ! r , I_� • •• • • - ••• • •••• • • 33.rr MAX. 56 /8" DLO MAX. WIDTH 000000 • 73 1/4" HINGE LOC. TYP. ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER DETAILS A, 8, £ & F, SHEET 3) HEAD - CONC (3), WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS CENTERLINE HINGE LOCATION TYP. 13 1/4" HINGE LOC. TYP. 85 1/8" MAX. DLO • 00000 •• • • • • t 85 1/8" MAX. DLO TYP. 96" MAX. 37 1/2" MAX. 25" MAX OLO ACTIVE 2 POINT LOCK OPTION ITEM 41 (ACTIVE) •DEA° -BOLT ; ITEM 32 ( XO O OX(XOSHOWN) .37 1/2" MAX. — 25" MAX. DLO 6 1/2" MAX. 13 1/2" MAX. O.C. co 13 1/2' MAX. O.C. C" MAX. ® 21" MAX. O.C. CONCRETE 13 1/2" MAX. D.C. WOOD 96" MAX. HEIGHT I 6" MAX. A 13 1/2° MAX. O.C. WOOD OR CONCRETE TYPICAL ALL X 85 /8" MAX. DLO TYP. 96" MA ACTVE) 39 1/2" TYP. 1,, 1 ACTIVE is 11 2 POINT LOCK OPTION • - RA ITEM 41 A (ACTIVE) , p DEA0-80LT , ITEM 32 / 1! %. 1 1 I r 36 1/8" MAX. 33 3/8" MAX. DLO A 21" MAX. O.C. CONCRETE 13 1/2" MAX. 0.C. WOOD 6" MAX. 6 1/2" MAX -4-- 13 1 /z" MAX. O.C. D00R- SIDELITE INTERSECTION (NOTE 6 & CLUSTER DETAILS, _r C. D. G & H, SHEET 3) ANCHORAGE CONDITION HEAD - CONC (3). WOOD (7) SILL - CONC (6), WOOD (7) TYPICAL. ALL CONFIGURATIONS T INDUSTRIES , 2 7 Robert L Clark. P.E. PE *39712 Structural Fk' 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS FL 34274 BY `3i's>rse 9y: F,K Drown By: 0.9. Dote: 7/15/06 Date: 9/22/06 Da e: 7/t 12/99 R•vslone:E -NEW SHT. .4D0 XX, X, X0, OX, 0 R•visionS: F- REVISE ANCHORAGE' MIMIC't�VNr ,~phsi vie ibr Ode" Millft Code �ylkatlNilikrasaarg. Description ELEVATIONS - XX, X, XO, OX AND 0 Tlrre: ALUMINUM FRENCH DOOR VV/ SIDELI TES Series/Modef: Scale: Street: Drawing No. Rev: FD -101 NTS 2 of 9 972 F COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/8" LAMI (3/16" HEAT STRENGTHENED .090 PVB 1/8" ANNEALED) ANALYSIS (3/16" HEAT (3/16" HEAT (3/16" HEAT HEIGHTS CONFIG. WIDTH 79.750 83.750 87.750 91.750 95.750 O 30.000 +75.0 -75.0 +75,0 -75.0 +75.0; -75.0 +75.0 -75.0 +75.0; -75.0 33.000 +75.0 -75.0 +75.0 -75.0 +75.0' -75.0 z +74.2 -74.2 +71.9. -71.9 36.125 +75.0 -75.0 +75.0 -75.0 +71.5 ' -71.5 +67.8' -67.8 +64.4 -64.4 X 37.500 +75.01-75.0 +75.0 -75.0 +75.0! -75.0 +75.0 -75.0 +75.0 -75.0 XX 71.750 +75.0! -75.0 +75.0 : -75.0 +75.0 ' -75.0 +75.0 ` -75.0 +75.0 ; -75.0 OX, X0, OXO, OXXO DESIGN PRESSURE = WIDTH DP OF ABOVE SIDELITE COMPARATIVE 3/8" LAMI 7/16" LAMI 7/16" LAMI CONFIG. ANALYSIS (3/16" HEAT (3/16" HEAT (3/16" HEAT TABLE 2. - GLASS OPTIONS 2, 3 AND 4 STRENGTHENED .090 PVB 1/8" HEAT STRENGTHENED) STRENGTHENED .090 PVB 3/16" ANNEALED) STRENGTHENED .090 PVB 3/16" HEAT STRENGTHENED) HEIGHTS WIDTH 79.750 83.750 87.750 91.750 95.750 0 36.125 +75.01-75.0 ; +75.0 -75.0 +75.0 -75.0 +75.0:75.0 +75.0 -75.0 X 37.500 +75.0 •: -75.0 _ +75.0 ` -75.0 _ +75.0' -75.0 +75.0 -75.0 +75.0! -75.0 XX 71.750 +75.0 -75.0 +75.0 ' -75.0 +75.0! -75.0 +75.0 -75.0 +75.0 -75.0 OX XO, OXO, OXXO DP (ALL HEIGHTS TO 95.750) _ +75.0; -75.0 • • •..••. • • 00000 . ••• ••• ••••• • • ••••• • • •••••• • • •••••• • • • 00000 •• •• • ••• •••• • • •••• • • •••• • • ••0• • • •• • • • ' I •8 MAX. 6-1 I+- 4" MAX. • • •••• a iATL A (A5,TitiGAL HEAD) X NOTES: 1.) NEGATVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. A 2.) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3.) GENERAL: DAY UGHT OPENING (DLO) HEIGHT = DOOR HEIGHT -10 7/0 ". SIDELITE DLO WIDTH = SIDELITE WIDTH -2 3/4 ". DOOR PANEL DLO WIDTH = PANEL WIDTH -12 1/2 ". 4.) THE DP FOR aQ., cam, 0.4 AND OXXO DOORS EQUALS THE DESIGN PRESSURE FOR THE LARGEST SIDEUTE CO) COMPONENT. 5.) APPROVED ANCHOR TYPES: WHERE FLAT HEAD ANCHORS ARE REQUIRED THEY MUST BE #12 HEAD OR ELCO TRIMFIT HEAD. A. 1/4" ELCO TAPCON 8. 1/4" ELCO SS4 CRETE -FLEX C. #12 STEEL SCREW (G5) 6.) ANCHORAGE: ANCHOR TYPES A OR B IN CONCRETE. ANCHOR TYPES A, B OR C IN WOOD. HEAD & SILL 6 1/2" MAX. FROM CORNERS AND 13 1/2" MAX. 0.C. A ANCHOR TYPES A OR_8 CONCRETE SUBSTRATE: HEAD AT ASTRAGALS: 4" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERUNE (TOTAL 3). SEE DETAIL A. HEAD AT DOOR - SIDELITE INTERSECTION: 4" MAX. ON SIDELITE SIDE AND 4" & 8" MAX. ON DOOR SIDE (TOTAL 3). SEE DETAIL C. SILL AT ASTRAGALS & DOOR - SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERUNE (TOTAL 6). SEE DETAILS B & D. SIDELITE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. 0.C. DOOR JAMBS: 6" MAX. FROM CORNERS AND 21" MAX. O.C. ANCHOR TYPES A. B OF C WOOD SUBSTRATE: HEAD AND SILL AT ASTRAGALS: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERUNE TOTAL (7). SEE DETAILS E & F. HEAD AND SILL AT DOOR - SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. ON SIDEJTE SIDE AND 4 ", 8 ", 12, & 16" ON DOOR SIDE (7). SEE DETAILS G & H. DOOR AND SIDEUTE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2' MAX. O.C. DETAIL C (DOOR - SIDELITE HEAD) CONCRETE SUBSTRATE X X 1 1 1 12" °MAX. -i- ( j -� -- 4" MAX. 8 "MAX. I 12" MAX. - 8" MAX. 4" MAX. DETAIL B (ASTRAGAL SILL) DETAIL D (DOOR - SIDELITE SILL) 1 12" MAX. I- 4" MAX 8" MAX DETAIL E (ASTRAGAL HEAD) DETAIL G (DOOR - SIDELITE HEAD) WOOD SUBSTRATE X X 12" MAX. 8" Mkt. 4 MAX. DETAIL F (ASTRAGAL SILL) Ro ert L. < Mork, P.E. PE #:1971? Structural 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1S29 NOKOMIS, FL 34278 0 16" MAX. -1 12" MAX. 8" MAX. 4" MAX. DETAIL H (DOOR- SIDELITE SILL) Revad By: Data Revisions: E- CONDENCE TA81.8 F.K. 7/15/06 & REVISE ANCHORAGE Revsd t3,: Dote: Revisions: F -REISE TABLES & F.K. 9/22/06 M-D ANCHORAGE ADD DETAILS Drown By Dote: 0.8. 7/12/99 ()ascription: POODUCT NCVI$MA - ottbq C W Adhpiast i .u- � itF►Mn DESIGN PRESSURE TABLES Title: ALUMINUM FRENCH DOOR W/ SIDELITES Senes /Model: FD -101 Scale: NTS Sheet: 3 of 9 I rorawtng No. 972 Rev: F • •. • 4141 • • .• •. .3/16" HEAT STRENGTHENED — .090 INTERLAYER (SEE NOTE) 1/8" ANNEALED 34 .437 A EXTERIOR • 0410 ••• • •.• • • •• • ••• • • • ••• ••• -- 3/16" HEAT STRENGTHENED - -• .090 INTERLAYER (SEE NOTE) --1/8" ANNEALED .437 EXTERIOR DOOR _GLAZING OPTION 1 .4Q2 (3/8") LAMINATED SIDELITES �r 3/16" HEAT STRENGTHENED -- rtil-- .090 INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED .111111111 e f1 • �!;4 Vii• .471 • •.. • EXTERIOR 0• • • • ..41 0• ••• • •• • •••• •0• • •000 • •.0. ••• DOOR --4...... -- 3/16" HEAT STRENGTHENED .090 1NTERLAYER (SEE NOTE) -.1/8" HEAT STRENGTHENED il1D �� 437 EXTERIOR 3/16" HEAT STRENGTHENED r .090 1NTERLAYER (SEE NOTE) -- 3/16" HEAT STRENGTHENED .271 EXTERIOR SIDELITES GLAZING OPTION 4 ZL" LAMINATED t DOOR 3/16" HEAT STRENGTHENED .090 1NTERLAYER (SEE NOTE) 1/8" HEAT STRENGTHENED .437 ®TERIOR SIDELITES GLAZING OPTION 2 .40Z [3/8 ") LAMINATED REFERENCE TEST REPORT: FTL -2067 -- 3/16" HEAT STRENGTHENED 3/16" HEAT STRENGTHENED I•—• .090 1NTERLAYER (SEE NOTE) .090 !NTERLAYER (SEE NOTE 3/16" ANNEALED 3/16" ANNEALED .437 DOOR 437 ®TERIOR SIDELITES GLAZING OPTION 3 7/16" LAMINATED_ NOTE: INTERLAYER MAY BE DUPONT BUTACITE PVB OR SOL(:TIA SAFLEX /KEEPSAFE MAXIMUM. Robert L Clark, P.E. PE #39712 Structural T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, R. 34274 Revsd 9y: Data F.K. 7/15/06 Revsd By: Dote: F.K. 9/22/06 Drown By: Date: D.B. 7/12/99 Revisions: E —NO CHG THIS SW Revisions: F —ADO SOLUTMA & EXT. AWi1CT REVISED i♦ wila the F9aride Ilditbs Code Astipleaok -e► o ?• 8 Description: GLAZING DETAILS rt1e: ALUMINUM FRENCH DOOR W / SIDELITES Drawing No. Rev: or 9 972 F Series /Alodei: Scale: 'Sheaf: FO -101 NTS 4 • • OUTSWING EXTERIOR 3338 L oxxo ®ACTIVF A !MCT1VE OUTSWING • • • •••• • • •••• •••• • • •••• • •• • •• • •• •• •• • ••• ••• 3.IOti •• • .•• t1r EXTERIOR A ACTIVE 37 1/2 ® 1NACTIVF 33 3/8 MAX DLO SEE SHEET 3 FOR ANCHORS ROUGH OPENING • 000 _ c•• • • . ••• . ••• •••• OUTSW/I‘• • G' 3.000 INtERkOR •••••• • •••••. 37 1/2 AratE 25 MAX. f ! DLO --I { ( 1.480 4-- { .890 EXTERIOR ROUGH ✓OPENING 25 MAX. ,.o INTERIOR ACTLYE HORIZOIyTAL SECTIONS SEE SHEET 3 FOR ANCHORS ROUGH OPENING — .830 THRU DOOR 4.000 1_3.00 SIDELITE SEE SHEET 3 FOR ANCHORS 7 ROUGH OPENING --- 3.100 o LUI 4.000 INTERIOR 96 MAX. HT. 85' MAX. DLO OUTSWING 1.479 1.489 el-- 3.000 --- ROUGH OPENING £ BfOR 1/4 MAX. SHIM TYP. 1.479 INTERIOR 5.459 85 1/8 MAX. DLO 4.586 THRU SIDELITE VERTICAL SECTIONS Robert 'w Clark, P.•_. PE •39712 Structural Revsd Hy: Date: F.K. 7/75/06 Roved By: Date: F.K. 9/22/06 Revisions: E -ADD X & XX SECT. Revision: F -A09 IIFM 47 & LOCK CIA CATION Drown By: ,pare:_ O.B. 7/12/99 Descriptten: SECTIONS NNW! ammo imft wills dm !Wide 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1.522 NOKOMIS, FL 34274 rue: ALUMINUM FRENCH DOOR W/ SIDELITES Sariea /Mode(: Scale: Sheep Rev FD-101 NTS 5 of 9 F Drawing No. 972 • • •..••. • • OOOOOO • .• OOOOOO ••••• • • OOOOO • OOOO • •••• • •• • •• • • (ACME) rfl (timcnvEj • • • ••• •••off • • • • • • •• •• • • •••••• •••• • •••• e• .••i • • • • •• • • • ••• • •••• • • •••• • • • 1•• • •••••• • •• • • • • • DETAIL "A' A A ITEM DESCRIPTION 1 DOOR HEAD /SILL (AL. 6063 -T5 /.062 WALL) 2 _DOOR JAMB (AL. 6063- T5/.062 WALL) 3 p00R AS1RAGAL INT. (AL. 6063- T5/.062 WALL) 4 ..250 x .187 FINSEAL W- -STRIP 5 ' WSTP. CHANN$f,�.. (AL. 6063- T57050 WALLY 6 FRAME JAMB (AL. 6063- T6/.050 WALL) 7 FRAME HEAD AL. 6063-T6/050 WALL) 8 1 1/2 x 1' PAD 9 Outsw. Threshold ?AL. 6063- T6/062 WALL) 10 5/16x18 THRMED R00 11 Truss Clamp (AL. 6063- T5/.062 WALL) 12 5/76x1 16 TRUSS WASHER 13 5 16xT; ?4 15 16 15 TRUSS NUT Y. T. VENDOR 60375 60376 60.77 ALUMAX ALUMAX ALUMAX 67924G 60379 60380 SCHLEGEL CORP. AL1JMAX ALUMAX 60411 ALUMAX 61069 ALUMAX 6TRODA FASTEC INDUSTRIAL 60378M ALUMAX VENDOR 1 AF -10375 AF -10376 AF -10377 FS7924 -187 AF -10379 AF -10380 AF -12376 AF- 12375. AF -10378 7WASHA FASTEC INDUSTRIAL RI P MIS' 19 x SCR. . D. 'HIL HMI ASS Y. 70x.:25 SCR. FLT. HD. PHIL 10.0 2 SCR. FLT. H0. PHIL. A FA IN +� STRt4L INDU RI 4122 20 27 22 24 25 26 7 034A FRMOW 71058FP 71. 1 - 1� TENET? NAITONWIDE IND. MERCHANTS FASTENER M HAN F T N 372 FL . , PHIL. PlifYi1ANFAL 6x7 8 SCR. FLT. HD. PHIL. K SU A *, Mali 4.1 101(4011P" _. _ q : Wife :+ +, [141e'F :nr.f6.0. 11111H� P [, r'7a J ,',' I ►� � 11 � � .14111111W ► s F1S' 2I '7r , F3Z ittill 7 ASTEC I +' !AL 417 41 4U OK Par INDUSTRIES A. + 4U8 OK CORP. 0200X190 29 to 3O .INTL+ K . Pa:.,. FO3PTAY 7LOKAP FD3PTAY 100 -BOLT L+ K 7a_ TIP IMIL. • 1� Al ILICONE SIDEL!TE JAMB AL. 606.1-T6/050 WALL . 60$3 -r6 9 u r1Tr1• r1r H R El L 402 Laminated .187 115 . 25 Annea ed w Dupon So utio Saf/ex Kee. •afe Maximum Inner Lover) L R INFOR .075 W AL. 6063 --T6 MOANS 5tly1147:InJ1111111111 Dal " AM8 62499C 60381 60414 60415 utacite 6SM55W HARLOCK 8.0 /,i + REEK • -16 W ALUMAX - RN1N0�99 OR f 10381 r U-' AF lO 14 ALUMAX PPG, LoF SCHNt:E/MOOREHHEAD 6164 ALUMAX SM5504 AF- -11641 OINT + K OP170 ` A T7VE PA 8x.7' Ph. F1. Tek . r+ arntno ed . 8 ' w Dupon : u aorta r Svluila Sofkx Kee . • e Maximum Inner Layer) 44 +•' R AL. 60• - .06 WALL) 16984 4 Laminated (3 16 HS & 3/16" Annealed w/ Oupont Butocite PV8 or Sotutio Soflex /Keepsafe Maximum Inner Layer) 46 .7/16- Laminated (3/f6 H5 & 3/16' 14S w/ Dupont Butacite PVB or Solutia Saflex ee • • fe Maximum inner L FILLER ' ADAPTER DRIP CAP + 16 797 ^' & ASSOC SPENCER PRODUCTS PPG LOr KEYMAki 1154 47 FPO, t.DF AL. 6063 -T6 PPG. LOT UMAX 45626 ----- INDUST ES Robert L. Clark, P.E. PE #39712 Structural Revsd By: Pate: Revisions: F.K. 7/15/06 E— REMOVE QTY. COL. Revsd 8y: Dote: Reels ons:F -ADD ITEM 47 F.K. 9/22/06 CLEARIFY LOCKS 41 do 21 Brown By: Dote: D.B. 7/12/99 Description: BILL OF MATERIALS is t VI/lea !+MLiriit She Elands illitftbei� OJ . 1 116166Dr>lrel�w•�� 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM FRENCH DOOR wj SIDELITES Series /Model: FD -101 Scale: NTS Sheet: 6 ar 9 Drawing Ntr. 972 4.000 1.750 .062 1 1 f7A DOOR PANEL HEAD & SILL 6063 —T5 ALUM. • • ••.••• • • 0000 o • • •• • • •• • ••. •• • ••• • .••• • ••• • ••• • ••• 000 .050 - • • :... r ..• • WEATHR�•RR •ST1fP CHANNEL ••6.063-- rr*AfL M. • • oo • • :575,x.0. .•• 000.•0 • • • • • • • ••• • •••• • 2!125 1 EX HINGE EXTRUSION 6063 —T5 ALUM. • • • • .125 4.100 — 7.750 DOOR PANEL JAMB 6063 —T5 ALUM. .125 —I .750 11 CL TRUSS AMP 6063 —T5 ALUM. 4.100 1.750 .062 -- DOOR PANEL, 3 INTERIOR ASTRAGAL 6063 —T5 ALUM. 1.500 1 I 1.272 3.000 4.675 1.479 FRAME HEAD 6063 —T6 ALUM. 4.675 1.750 4.100 DOOR PANEL. EXTERIOR ASTRAGAL 6063 —T5 ALUM. 3.000 1. 3.000 OOUTSWING THRESHOLD 6063 —T6 ALUM. 1.480 OFRAME JAMB 6 6063 —T6 ALUM. Robert L. Clark, P.E. PE X39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, Fl. 34274 Re and 9y: date: Relebite F.K. 7/15/06 E— tfPGRADE ALLOY,6,7 &9 Rend 8y.• Date: Revrsiorns: F.K. 9/22/06 .F—W0 CHG THIS SHT Drown By: Dot r. 9/9/02 Description: . EXTRUSIONS PROFILES, DOORS Titre: ALUMINUM FRENCH DOOR W /SIDELITES Series/Medei: ScoI4: Sheet: Drawing No. 1- : FD -101 NTS 7 oI 9 972 F •• • •• • • •• ••• • • ••• • • ••• • •0• • • • •0• •• • • ••• •. • ••• .• •• 4.586 •• • • • ••• ••0. • • •••. • •••• • 0010 • OOOOOO — 3.100 SIDELITE BOTTOM RAIL 37 6063 --T6 ALUM. • .• • 0 • • • • • • • • •••••• •• •• • • •••••• •••• • • • •••• • • • • • "• ••• • •••• 0•ss.9 • •••••• • •• • • • • • • • •••• .830 .750 1 .050 -- 2.980 Q 40 SIDELITE JAMS ADAPTER 6063 -T6 ALUM. 5.459 3.100 — •----- ---- -- SIDELITE HEADER 3 6 6063 -T6 ALUM. 1.479 r.890 -j --- 1.578 -- 3.000 SIDELITE JAMB 35 6063 -T6 ALUM. FILLER HEAD ADAPTER 6063 -T6 ALUM. Robert L Clark, R.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKONIS, FL 34274 Roved 8y Data: Revisions: F.K. 7/15/06 E- UPGRADE ALLOY, ALL Rend By Dote: "Revision= F.K. 9/22/66 F -ADD ITEM 47 Drown 1,: Dote: F.K. 9/9/02 alseriCrimmano cmarrithensdita ®�...Q��7� •i/ boilumam ii►, Was Deecripttan: EXTRUSIONS PROFILES, SIDELITES Title: ALUMINUM FRENCH DOOR "w/ SIDELITES series/It(oael• 15"1e: Shaet: Drawing No. Rev. FD -101 NTS 8 as 9 97 2 F } ' • 4-" ( . 1 3/8" . . ' it `4 MIN. . L; •st1.i 4 •- ix WOOD BUCK (SEE NOTE 2) 1/4" r _ ..L MAX. CONCRETE ANCHOR (SEE NOTE 1) TYP. HEAD W000 ANCHOR (SEE NOTE 1) • • •••••• • • •••.•. • •• 00000 ••••• • • • ••• •• . • • .••••• • • • •••• f• 1 3/8" MIN. 1/4" MAX. SHIM L-- TYP. JAMB CONCRE'!E ANEHOS , ' ( E NOrF• •") •••• • 4 1 3/8" MIN. 2x WOOD BUCK (SEE NOTE 2) W000 ANCHOR (SEE NOTE 1) CONCRETE ANCHOR (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 2) TYP. HEAD 1/4" MAX. SHIM —• L-. TYP. JAMB /12 FH 5MS 1/4" MAX. AT JAMB SPAC? SEE NOTE 4 (SEE NOTES 6 & 7 SHT. 3 •••• ••.r 1•k8 ".IIN. �••I: • :" • •, • 1 • • *••• • • ••:P(P. SILL • •• •• • ••• • • .• • 0890 ANCRQR • �••(Eit NOTE i) • 1 3/8" MIN. 1/4" MAX. SEE NOTE 4 TYP. SILL TYP. JAMB /SIDELITE 2x WOOD BUCK tar NOTE 2) 1 3/8" MIN. 1x WOOD BUCK (SEE NOTE 2) • ... a ; Jt1:41 fl• e 6I , ";II • .e'• CONCRETE ANCHOR (SEE NOTE 1) TYP. SIDELITE HEAD CONCRETE ANCHOR (SEE NOTE 1) c •. h i 13/8 "MIN. , 'I ?••- 1x W000 BUCK f (SEE NOTE 2) " • ' a . SIDELITE SILL 1 3/8" MlN. 2x WOOD BUCK. (SEE NOTE' 2) 7/4" MAX. SHIM WOOD ANCHOR (SEE NOTE i) TYP. SIDELITE HEAD WOOD ANCHOR (SEE NOTE 1) TYP. SIDELITE SILL 2x WOOD BUCK (SEE NOTE 2) NOTES: 1. FOR CONCRETE APPLI CATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI— DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4 SS4 CREPE — FLEX. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5), 1 /4" ELCO TAPCONS OR 1/4" SS4 CRETE —FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 Z)/4". SEE SHEET 3 FOR ANCHOR SPACING DETAILS. FLATHEAD ANCHORS, WHERE REQUIRED, TO BE #12 TRIM FIT HEAD. 2. WOOD BUCKS DEPICTEC IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. WOOD BUCKS LESS THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). 4. IF SILL I5 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MAT'L (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. T '66 bert L. Clock, P.E. PE #39712 Structuroi 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. F1. 34274 Roved By Dote: Revisions: F.K. 7/15/06 E— REVISE ANCHORAGE Jreved /f: te: Revisions: F.X. 9/22/06 F —NOTE 1 EDGE DIST. Drown icy: Dote: O.B. 7/12/99 0oa 1'1s32t. .0? rodaialiakairi • Dm �itYsta Description: ANCHORAGE Otk: ALUMINUM FRENCH DOOR W/ SIDELITLS Drawing No. Ran soot/move,: Scots: Sneer: INS 1 9 of 9 972 F FO -101 • ••• • • ••• • ANCHORS DETAIL "B "C" OR "D" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS HW1W2H W = W1+W2 H =H1 +H2 (2) WINDOWS MULLED WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 111). MAX QPEfiltIG = H OR H1 +H2 ••••NULL .1.0/C7N = W OR W1 +W2 ,,•MAX QPEN,PV= W OR W1+W2 • ....MULL 'eve = H1 •NOTES`• • • ANCHORS DETAIL "8" "C" 01? "0" AT BOTH ENDS AND AT BOTTOMS w W a W1 +W2+W3 11 = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 &7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = 111 . J. 179 •Sea 1/33" .STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. •••• : 2, 3, S, 6 ANr7'7. •••• .2. WINDQ.WS • A, :11CORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM • • 3. MihVIQNS Apr •APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. • • • • .4. REFERENCE •-• i&ST REPORTS: FTL -2902, 2903 AND 2975. ECCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&PA NOS-2001 FOR WOOD CONSTRUCTION ADM --2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - & MENTS OF THE FLORIDA BUILDING CODE 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS St TO THE STRUCTURE. • • • ANCHORS DETAIL "B ", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B ", "C" 01? "0" BOTH ENDS MULLIONS ULLION W = W1 +W2 (2) WINDOWS MULLED I9GETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W 01? W114/2 MULL LENGTH =H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER H = H1 +H2 (r) WINDOW MUJiEO W ,/ONV ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = 11 OR H 1 +H2 MULL LENGTH = W TO SHEETS OF (7) UNTS. I TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 5 N07ES 5 k 6 F,K ris9/06 troikas; 5/5/06 REFS •- fd66 abed L' Clork. P.E. PE 139112 Structural ma= wawa* sehaderizadortrmidis 1 0?.. 1 aura P 4 28 00 771EAVY WALL, ELEVATIONS 1070 a)1.f1. 3427DRIVE P.O. BOX 1529 NOKOMIS. f. 34274 ALUMINIUM RIK CLIPPED MULLION MULLS NTS Shod* 1 of 7 Orowbig 14. 6221 PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION WOOD BUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1" MULL i" TYPIC/h. MULLION TO MULLION /NS ALLATION. DETAIL "A" /12 SCREW, SEE NOTE 3 SEE ' NO E 1 ' WOOD BUCK REMOVED TO CONCRETE W000 BUCK 2 (TYPlh(TYP EE f NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 PGT 1x MULLION 2" OR 4" SEE NOTES 2 & • ANCHOR EMBED. SEE NOTE 2 /12 FH SMS STAGGERED ON OPPOSITE SIDES (so AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & t•-• •:: % • .. TYPICAL MULLION TO STRUCTURE WITH A T WOOD BUCK. DETAIL "B" �• � • d40R CONCRETE 0PPGICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE • •• ,COUNT "APPROVE'D Eico 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHOkr MINIMUM INSTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE . ...IS 2 12? ".. MIH% eIaEDMENT: TAPCONS 1 1/4" CRETE-FLEX 1 3/4" • ,P, •FOR WOOD APPa4U0NS USE /12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" •••SS4 QR • •- FLEX..II4SONRY ANCHORS. MIN. EMBEDMENT 1 1/2" . .SNCHc EMBED 14611r TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO! ...... r • rOR Mgt. SIZE.. .4W. QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR • • 1R • ANCHOR LOCATIplYS•SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - • �0-- CLIP" TO BE *HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING (MIN/M1.1M6 OF 2 SCREWS PER CLIP). 5. IMPORTAND QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPUCABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED 01? PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 1x MULLION --- SEE °= r' �..t : ;.: ' . •�.:. . NOTE 1`� °. r. *:ti ti • :tisjy • rr 1° TYPICAL MULLION TO STRUCTURE WITH }WOOD BUCK REMOVED FROM CONC.. DETAIL "C" ANN... ..... ()1 {TYP ® O 0 d OR SEE NOTE 1 • /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 • 4 • DOD BUCK !:.• MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" PlIODUCT UMW= aserglikpoil lb Midis Daft Die TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS j -� S 3d 4 Robert L Clark. P.E. PE ,/39712 Structural 1070 TECHNOLOGY ORM ' NOKOMIS. ft 34275 P.O. BOX 1529 N2KOA0S, FL 34274 Hoed sy: 5 5%6 573/04 MOTES) &5 C EMBED. DETAILS P. P 48/00 1' HEAVY WALL, CLIP INSTALLATION DETAIL ALUMINUM TUBE CLIPPED MULLION Seriev/Modek Scale: Sheet: M NTS 2 a 7 0� No. .1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG 11099 • • • •••• •... • • • • • • • 1" MEJLL CLIP :••: •" " :OV /TAp3:74E MOl • • TAO MULL%" .. • f.. TRuAN'DWG 1di$9 • • •.a.•• • CUP :IZNo -H ciatf • • 4•• FOj?• lx MUL1 _ • ". MULL SILE•••• 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 1. TWO (2) ANCHOR LOCATIONS THREE (3) ANCHOR 0 FOUR (4) ANCHOR LOCATIONS MIN. MIN. Q ONE (I) ANCHOR TWO W O ANCHOR LOCATION LOCATIONS NOTES: IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT DUMMY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND 171E CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. (2)EQ.SP., (A- 3/4)/2 MIN. O THREE (3) ANCHOR LOCATIONS rAMIN. 1 1MAX. T MIN. `-3f 6 0 SIX (6) ANCHOR LOCATIONS MIN. TYP. (4)EQ.SP.® (A- 3/4)/4 MIN:- `1' F� (5) ANCHOR LOCATIONS MIN. TYP. Robert t. Cork, P.E. PE /39712 Structural TO BE USED ONLY WITH PDT INDUSTRIES PRODUCTS R. �jl,% ; X0/06 3 FI " 5/06 mwhoric 0-NO CNC ilk SHT CZ?IW, ADO 00i&MOTE ab.r+ ttr: P.J.P. 48/00 1070 TECHNOLOGY OWE NOICMA, FL 34273 P.O. 92W 1329 �° NOKOMIS. FL 34274 MULLS nioDucresmaino 1" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION Scol•: NTS SM•C 3 o,7 Orawkw Na. 6221 1 4^'" a `r- •... • • • .... • • • • • • .• • • ••• • • • • • •. • • • • • ••.. • •••• • • •••• • •• • • • • • 2 1 x HEAVY WALL MULLS MAT 'L: 6063-T6 NOTE: 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 PE j3 Clark, 1 P.E. Stucturol w *Mktg Odle a TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS air F.7 5/06 C —NO CHG THIS VT OMNI P. P. 48/00 30/06 r OHO ms strr 1" HEAVY WALL, MULLION PROFILES 1070 7ECHNOLOCY DRIVE NOKOIA FL 34275 P.0. 80X 1329 NiKKOMIS. R 34274 ALUMINUM. TUBE CLIPPED MULLION s«I+RlUedok scow shoot oro.enq No. MULLS 1 X 4 7 6221 CHART 2. -1 x2.75x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (3) A (2) A (3) B (3) B (3) B (3) A (2) A (3) B (3) B (3) A (2) A (3) B (3) B (3) A (3) B 2)A (3) B (3) A (3) B (2) A (3) B (3) A (2) A (4) B (3) 8 (3) A (4) B (2) A (3) A (3) B (4) B (2) A (3) A (2) A (3) A (3) B (4) B (3) B (4) B CLIP TO MULL & (3) B (3) B (3) (3) B (3) (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B W 42# 170 170 170 48 170 170 170 50.625 170 170 161 64 166 170 147 60 145 152 127 63 131 66 113 72 86 76 78 67 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 170 148 170 140 170 136 170 .134, 170 134 170 134 170 134 170 134 170 131 112 113 97 73 86 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 131 118 118 ' 101 107 100 100 ' 96 96 93 93 ' 92 92 92 92 92 92 112 99 99.1 90 90 . 84 84 80 80 77 77 76 76 76 76 , 76 76 97 85 85 77 77 72 72 fib 68 65 65 64 64 f 63 63 63 63 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 62 54 54 49 49 45 45 .1 42— 42 40 40 38 38 37 37 73 73 62 36 36 57 57 50 50 45 45 41 41 38 38 36 36 35 35 33 33 32 32 54 54 45 45 40 40 35 35 32 32 30 30 _ 28 28 27 27 26 28 ' 24 24 43 43 37 37 32 32 28 28.26.26 24 24 22 22 ' 21 21 20 20 19 ; 19 36 36 30 30 26 26! 23 23 21 21 19 19 18 18 17 17 16 16 15 15 67 25 25 , 21 21 18 18 16 16 —r -r 23 23 19 19 17 17 15 15 CHART 1. -1 x2x.3T5 QTY. & TYP. ANCHOR . OPENING WIDTH IN INCHES 50 60 70 80 90'100 .PTO• • QPIVING• (1941/4 (23 A .(2) A (2) A (2) A (2) A (.8 (2)'8 (2) 8 (2) 8 (2) B (2) 8 110 120 130 180 (2) A (2) A (2) A (2) A (2) B (2) B (2) B (2) B •CLIP TO • "WILL 414.13 (1), :11) B (1) B (1) B (1) 8 fp (1) B (1) B (1) B (1) B •1 ••• -- • .. 50.6 155 ! 142.a 134 130 130 130 129 f16... •107 102 100 99 115 100• 91 85 82 80 .14 : 73 •• 417 :51 68 84 63 47 ' 44 42 8$ ' •55 49 44 40 37 35 50 43 38 34 32 30 38 32 29 26 24 ' 22 70 32 27 24 22 20 18 78 30 25 22 20 , 18 17 24 20 17 16 90 19 16 - 96 16 - - 130 ' 130 130 130 99 99 99 99 80 80 80 80 62 62 ' 62 62 41 41 41 41 34 34 34 34 29 28 28 28 21 20 20 20 17 17 16 16 16 , 15 15 - Vertical Mull l7 Length L_Opening_i Width Horizontal Mull Opening Wi th Mull Length Multiple Mulled Units \OpenFng Width Mull Length NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS. EMBED. (1 1/4 ") OR 1/4" SS4 CRETE —FLEX. EMBED. (1 3/4 ") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. e�aaice laftWal madvaleillb daft* Atootrus s•} TO BE USED ALLY WITH PGT INDUSTRIES PRODUCTS to 06 Robert L Clark, P.E. PE (39712 Stet 5730/06 o75 /06 a P.J P 4/28/00 D—NO CHO THIS SHT -MARKED REVISIONS 1 " HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 1ECFM101:OGY DRIVE NOKO&M5, Ft 54275 P.O. BOX 1529 NOKO *, a 34274 1 ALUMINUM TUBE CLIPPED MULLION -r- M S.►io.yos.k So*: Shalt MULLS NTS 5 of 7 6221 !CHART 3. - 1x2.75x.650 (QTY.&TYP.'________________ ANCHOR 50 60 70 CUP TO — (2) A (2) A (2) A OPENING (3) 8 (4) B (3) B (4) B (3) B (4) B OPENING WIDTH IN INCHES 80 90 I 100 (3) B (2)A (3) B (2) A (3) B (2)A, ()B (4) B (4) B I 110 (3)8 (4)8 120 130 160 (2) A (2) A (2) A (3) 8 (4) B (3) 8 (4) 8 (3) B (4) B CLIP TO (2)e (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2)B (2) B (2) B (2) B (2) 8 (2) B (2) B (2)B (2) 8 (2) B (2) B MULL 42, 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 170 170 160 170 50.625, 166 170 148 169 54 152 170 135 155 60 133 152 117 134 63 125 143 110 126 66 118 135 103. 118 148 169 141 136 158 129 124 142 116 106 122 99 99 114 92 93 107 86 161 138 158 137 157 143 123 128 109 107 90 99 83 90 77 148 125 133 112 113 94 105 87 97 81 137 157 137 157 137 157 137 157 141 123 141 123 i25 108 124 108 103 88 101 88 95 81 93 80 85 75 82 73 141 123 141 124 108 124 100 88 100 91 80 91 80 73 79 123 141 108 124 88 100 80 ' 91 73 79 72 106 108 92 92 81 81 73 73 67 67 63 63 60 60 58 58 56 58 56 56 76 91 91 77 77 68 78 84 84 71 71 63 84 67 67 57 57 , 50 , 90 54 54 46 46 40 96 44 44 38 38 33 108 31 31 26 26 23 111 29 29 24 24 21 68 ' 61 61 56 ' 56 52 -' 52 49 47 47 46 48 45 45 43 43 42 42 40 37 , 35 . 35 ' 33 33 32 32 30 30 28 28 26 26 25 25 23 24 4- 23 23 21 21 20 20 18 • 17 15 15 - 15 - - NOTES; 1. MAX /MUM ALLOWABLE PRESSURE IN PSF. 63 56 50 , 44 40 36 33 29 23 20 21 ' 18 56 44 36 51 51 48 40 37 32 30 26 26 24 18 18 17 17 17 15 29 20 18 • • • • • • • • • • • • •••••• • • • • ••••• •• •• • ••• •••• • • •••• • •• • • • • • :.Wrticdr Mfiii •••• •• •• JIuM • Length .j • • 28pening_l Width Horizontal Mug Opening Wiyth Mull Length Multiple Mulled Units Mull Length i Opening Width 4 40 30 18 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A 77ME SEE SHEET 1. 3. REFERENCE .TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/40) OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4" 8. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. 1111""taidergi14117111611 LT f TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 5417s C Robart L. dark, P.E. PE /39712 Structure F.g 5I "0/06 F.K. 575/06 4 E/Do 0 THIS SiiT C-MARICED REWSIONS 1" HEAVY WALL, PRESSURE CHART 3 1070 7ECHNOLOOY 0Rm NOKOMIS. FL 34273 P.O. BOX 1319 NOKONRA FL 34274 ALUMINUM TUBE CLIPPED MULLION Sheet 6 w 7 MULLS 5ca1 NTS amok* No. 6221 ic HART 4. • 1 x4x.375 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 50 60 CLIP TO (2) A (3) A (2) A (3) A OPENING (4) B (6) B (4) B (6) B 70 (2) A (3) A (4) B (6) B (2) A (4) B 80 CLIP TO MULL & (5) B (5) B (5) B (5) B (5) B (5) B (5) B 90 100 110 (3) A (2) A (3) A (2) A (3) A (2) A (6) B (4) B (6) B (4) B (6) B (4) B (5) B I (5) B (5) B (5) B (5) B (5) B (3) A (6) B 120 130 160 (2) A (3) A (2) A 3)A .,(2).A (3) A (4) B (6) B (4) B (6) B (4) B (6) B (5) 8 (5)B (5) B , 'R. '(5)B ,(5)-B (5) B Z a 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 50.625 170 170 54 170 170 60. 170 170 63a 170 170 159 66 170 170 72` 154 170 76 144 .170 78 140 170 121 84 128 138 111 117 90 112 112 961 92 92 78 78 108 _ 64 64 111, 59 59 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 r 170 ' 170 170 170 1 170 170 ' 169 170 170 154 170 143 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 170. 158 170 157 170 157 170 157 170 157 170 170 136 170 131 170 128 170 127 170 127 170 127 170 170 144 4 170 133 150 170 135 170 125 170 126 170 121 170 170 117 166 112 156 117 169 b 116 166 116 165 116 165 108 150 106 145 105 144 105 144 134 170 120 165 110 125 160 F 112 140 ' 102 148 103 136 98 127 126 95 116 108 94 120 ' 91 115 89 112 88 111 86 102 83 98 81 95 79 93 148 108 129 99 116 92 106 87 99 83 80 89 78 87 75 98 102 90 92 83 83 77 77 73 ' 73 69 69 66 62 95 95 82 82 74 74 67 67 67 60 60 54 54 50 58 58 47 47 52 52 48 48 42 42 38 38 54 54 47 ' 47 42 50 50 43 43 38 42 37 37 38 34 34 31 31 32 32 30 30 28 28 25 25 29 27 T 27 26 26 23 23 144 27 27 19 19 17 17 15 15 • 0000 Horizontal Mull NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED, (1 1/4 ") OR 1/4" SS4 CRETE —FLEX. EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. Ham f_ Clark. P.E. PE )39712 Structural TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 5,3%6 D-NO CNGCN NS Stir F K. 55/06 -M ED RalSiONS nvwn9y: P.J.P. 4718/00 0 1 " HEAVY WALL, PRESSURE CHART 4 ALUMINUM TUBE CLIPPED MULLION sw..TAloa.b scam ' airovina eau MULLS NTS 7 01 7 6221 1070 'TECHNOLOGY OHNE NOKOAIIS. FL 34275 P.O. BOX 1529 NOKOMI. FL 34274