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798 NE 98 St (2)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / - 1 Job Address - 79 s' » E , StP Legal Description �/ - .Q /-- Historically Designated: Yes No -, Owner/Lessee / Tenant 4 ,cu /t. A C - e) Master Permit # 41 6114 Owner's Address fog Ai•-42,- Phone S '- - Q 0 2_D — Contracting Co. Ar i on , T nc . Address 8723 Sw 129th T e r r. Qualifier R i chard B Wynne State# Municipal# 000013371 Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Ad../ 7 I I l -vV . �� -- ��. �,.� f�u l.✓ "^�` -�(� Square Ft. APPROVED: Zoning Mechanical eoo er ary as to Owne My Commission Ex // U WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDA T: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regula , _ on ction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. or Condo President $ ate Condo Pres NOTARY PUBLIC • STATE OF FLORIDA JENNIFER NAFTAL -PEREZ COMMISSION # CC588692 EXPIRES 10.11.2000 BONDED THRU ASA 1-868-NOTARY -1 Building /0 Date Estimated Cost (value) 'j/ L/0 7- Tax Folio SS# Phone 251 1 279 Competency # Ins. Co. T<1 i S c h T n Address Signature of Contractor Or Owner-Builder o : as to Contr My Commission E es: Electrical r • wner- Builder NOTARY • ATE OF FLORIDA JENNIFER NAFTAL -PEREZ COMMISSION # CC58862 EXPIRES 10.11.2000 BONDED THRU ASA 1•888- NOTARY -1 Date Date FEES: PERMIT RADON C.C.F. pf v NOTARY BOND TOTAL DUE "It id 0 • Plumbing Engineering Owner/Lessee / Tenant Ma. r Owner's Address 7 �1 _ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ... / (o' 9t! Job Address 7 C $ pp; ST Tax Folio Legal Description Qualifier )7 r OA IA d 0 CC{ e V >4 OWE 1V5 Contracting Co. / / Pk) / 5 / Q JnG)lS n e (2 L (thi adress sS# State # C AdC CO s_) d I Municipal # Competency # Architect/Engineer X Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION c<� c l Hoyt Square Ft. ■ '5 2 - Estimated Cost (value) ' 8 d CV v 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 co ctio..r • zoning. Furthermore, I authorize the above -named contractor to do the work stated. 1 111 NOTARY oi�l]do `- =sl•ent__._._Date hll IA., i'OFAR't SF.,;I IRASEMA CA. r" Pi.JIJLIC ST as to Own My Commission Expires: APPROVED: Zoning Mechanical C r' - 15, Aniel to FEES: PERMIT kJ ® RADON 3 s C.C.F. t' NOTARY Historically Designated: Yes No Master Permit # Phone S I / 0 J Q ` T ai )11 3 ,0 std' 573 - 6 6 T Ins. Co. hod J?US - Ce91 Phone `/O `i s G gnature o !. J tractor or • er- Builder OFri Clgj .: Aity /I 6' n r c ti dZvii'di-`Buitdgt % -, IS 16 069 My Commission xp rres� M ' -� otary as to Co Co tract rl'. F! 15,1997 5 ate K3 or{b 3 TOTAL DUE 3 R 3 . ap Date PROPERTY ADDRESS: NA \t. A\ LEGAL DESCRIPTION LOT 5 1 A 2_ BLOCK -7 0 OF t ,L.,-f\\ ACCORDING TO THE PLAT THEREOF AS RECORDED IN PI AT BOOK 10 A T PAGE 1 3 -- ) OF THE PUBI IC RECORDS OF COUNTY, FLORIDA • • ‘.3, • • • `, SKETCH OF SURVEY BOUNDARY SURVEY SCALE 4 7 : i l l, ' '..---' „ ' - .. • `,4, '.- '''', ....;,' ...,... .i„, ,...„st. ,. "e `....,;,. 1 .... .....;;;; '!'.' - ,,..„, :,.. 6: *, ."• '•• - ''' '4-- ' '.--; -- - . . . „""...;.', • • • • :0 , IV" 1 ".10ci"....1,........ '..., .• '''' A;.;:' ' • •• r '” ' " •,"'"' .: — ...- -- '. ,A, ' .- . ,. .. t qtv i ii,".' . !P l ''' , 1 * ,47,'.'i7: ,; :;, 2 :1: , „'-`:,, , 04..4,...`.4,- 1. 0"" . 1., ...f ' F ;,, i vtit' - , f .. :. :, ..: : ,..•,-,..... .x.....,. - . ,../.,.., .,,. ,- .P. , -,. ,., .....,, -.., . -, .....,'. Acc ' '-: , : .. , . , ;; , !:;"A. , ,.'-dv .. .,•.,.; -.; t * • . 0 8.45' 24.40' 1.40' ..3 -A36 In , ' ' ( 1CD.So I 8,06 1 1 3 14 ij J o 0 6 1 1 ?• Se \*•:, 1171.4C.401. SURVEY FORS 0 WITHIN ZONE NOTES: AK • AIR CONDITIONING PAD A • ARC DISTANCE BLOO. • Kamm C.E. • CATCN DAMN C.B.S. • COIN'RLTIRIOCK STIR* 111F CH. • CIIORODISTANCE CL. • CLEAN CAL • CENTER UM CONC. • CONCRETE ENC F.II 1 I P . F.R 1 F E. .P . r \O 11 1 X �20� NAG 052 Panel No 0 ° I 3 SuNta2 • S • EN('NH).WIUII:NT ' • FIREIIIIIR,1N1 • FOUND IM ON PIPE • FOUND RERAN • I.OWESI11.001 ELEVATION • I.IOIIIPOIE • MEASURED • RECORD fo EXAMINATION OP THE ABSTRACT OF TITLE WILL HAVE TO BE MADE. TO DETERMINE RECORDED INSTRUMENTS. W ANY. AFFECTING THE PROPERTY THIS SURVEY IS.SUBJECT TO DEDICATIONS, LIMITATIONS. RESTR0CTmNi. RE SERVATIONS OR EASEMENTS OF RECORD LEGAL OESCRIPT'IONS PROVIDED BY CLIENT OR ATTESTING TOILE COMPANY N SHOWN. EEAIMIOSARE REFERRED TO AN ASSUMED MERIDIAN ' i , THIS S U R V E Y ATI [ X H " 3 l e i ' REFLECT pR I)1 �'1�1U4INE (JN) RSHJP M ELi SHOWN. YATEZNi ARE REFERRED TO:N.G V.O. O toe I; , UNLESS OTHERW)q NOTED. THIS FIRM HAS NOT ATTEMPTED TO 1 OCATE FOOTINGS AND/OR POIN OATIOWS. THE FLA 8000 SMUNIANCE RATE MAP DATED 2_31.9_,L 10 etq PUBLISHED BY THE FEDERAL EMER- GENCY MANAEMINT AGENCY (F.E.M A.). DELINEATES THE HEREIN DES9RISED LAND TO BE SITUATED FIR.o WORK Date tote t TE OP Fisk, Book i IITkI. cedillas Mots survey of M props described hereon 11r•S Wide wallet my u •',vision, a the survey meets Xis minimum N •1 ten. met Louth by the Florida ;Bowl M ors •n M In chipl•r 61017. Florida A d m M l s l • c• • r section 472 027, Florida stNW �— i ri'AnloJ, 4HP4' U1 P L 5 N'E�I(yJ ••• _ OC PROPE • • MAr *� 10rd•7 N• LJtLJ 2 120 f •M. i!!h • r..t ;1401 vaNd, Wdse. signed 0.tad • Stamped with emboss." seal Miami. florid' 33133' Ph. (305) 0',11-4Sii loop. (3051 153-1037 F 0 U L 3 8 .0 J D.I. Ml$. • 511N41 LINE N U.1'.D. • MAMMAL GEODETIC VEX CI('AI. DA UM U.E. • 1WERIIP.iGEI.ECTRICUNE P.B. • ILAT BOOK P.C.P. • PERMANENT CONTRUI. PIL • PAGE Pan. • POINT OF BEGINNING PA. • P IOPETY UNE N.C.S. • NOT TO SCALE 0 REVISIONS !LEGEND OF SURVEY ABBREVIATIONS CERTIFIED TO: MARK AND MARGARITA OWEN. FIRST FINANCIAL TITLE COMPANY. NEW AMERICA FINANCIAL INC. DBA NEW AMERICA LTD. TICOR TITLE INSURANCE CO. R • RAU. • BM • R/W • SEC • SI.P • STY • 581 • • RADIUS RAI)IAI. RESIDENCE. RUtlll W A Y S11'11104 SE IRON PIPE N' VIII CI•IR1 SIIIEWAI K 1 EASEMENI 1' P • 1'T11.IT1 PINE 4. • C1NTEAL ANGLE . .r•► i11011 FENCE CHAIN LINK FE.XI .111.1 i ALI. y PROPERTY ADDRESS APPROVAL, DATE OF EXISTING SYSTEM . ORIGINAL RECORDS AVAILABLE: YES NO'r AGE OF SYSTEM: a) SEPTIC TANK: N ' b) DRAINFIELD: N r / ADDITION OF X150 SQ. Fr. AND /OR 1 BEDROOM ONLY. ADDITION OF >750 SQ. FT. AND /OR 2 OR MORE BEDROOMS. j ° " 2-9 ' DATE SEP TANK PUMPED OUT • STRUCTURAL INTEGRITY SEPTIC TANK CAPACITY SEPARATION FROM WSHWT (WET SEASON II:IGII WATER TABLE) SIZE OF EXISTING DRAINFTELD DEPTH OF DRAINFIELD DEPTH OF SUITABLE SOIL DEPTH OF COVER SETBACKS MAINrAJNED (WELLS, SURFACE WATER, ETC.) SITE ELEVATION CONDITION OF THE SYSTEM PREPARER S NAME: SIGNATURE: DADE COUNTY O.S.T.D.S. 1725 167 STREET MIAMI, FLORIDA 33056 EXISTING SYSTEM INSPECTION FORM /0 50 GALLONS INCHES /96°Xi,1Q. FT. INCITES are INCHES �_IIVCHES (15 / M.S.L. G o cD THIS FORM S11OULD BE ATTACH TO FIRS -11 FORM 4015 DATE: lU '_�� (SE1'1IC TANK CON'T'RACTOR) tqi 14 4 M, / MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 756 -8972 WILDING PERMIT /CONTRACTORS REGISTRATION C IECKLIST Copy of STATE OF FLORIDA CERTIFICATION (DPBR) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Croy of current OCCUPATIONAL LICENSE from county or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt State of Florida LES Form BCM -204, Construction Industry Notice of Election to be Exempt. / PLEASE SUBMIT EVERYTHING CHECKED OFF ,-/ Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. / 469 V (4=;- ✓ / Current survey of the property. ,VEEP - Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). T.10 sets of energy calculations. Two sets of signed & sealed Truss Plans (Engineer). DADE County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. Approvals from HRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicable). J E / Warranty Deed or Other Proof of Ownership if necessary. �C �E ,//// / Structural Review fee - -- Flood Elevation j03 7q NE 5f (G'u'eri s) D' -- : / 9G TV 0 :_7 _':v: 54 c 1 ru 1 3'': Irk CODE EEC :1'M i PAGE LOC:aTrON ^ 7. T 3t_LD VG DLr!RT:•f_YT :? CVs = -i -'� —V= = SE_�_ prz -vim ( 4 r iLJ y does 40/ 7a-1c p/a N (.54.4);:15 1 9 DOOK.5J • 5 C 4/1 F ccrrc'e f pproVa Give ( ho - G? Pridur wr cr. > � - Yr �y I5 iv be Tr-61ss re ko 7 h-c t _4ider, 6x C ep sec cr,- `S �t - irtez..t" ex1.5 4 . l�c�o �, rr , x111 cc rr f a.e4c4 i E- r'enh u l eraic I oat p l u s dd)j wu.l( etetil/1F. Ors 5 &c:-f1 tn. / I - l 5 �z w0-1 ire ; cj f f-. -`� c . ' • iL u Gn Sec-L. ( -I, spec LI LIcM . 1-0 I 3. , Per A-5cE 7 -H. Gi prc- ✓ (e c-r.. 4- S L't��u' C-1%)4 Ci'�c� �bca.r ra - A' / � I i,, i7 i /- Y r c Gr • MI `ii SHORES VILLAGE BUILDING DEPaR=NT PLANS EXAMINATION 3HELT J03 „ =T-: 79 NE 9& 5/ (e% DATE : g129 /y6 TYPE C -- %TEW: yu.1 BY: 7// ODE EECT :oN PAGE LOCATION COMENTS Pod uti / TFre vai 4 r doe (Slia'i.") aces trot ►emu -Ic1 p/ vi ( op 49 DeoKS) - Sabi-kid' c'ar 4pprc' is fv b e Truss Tvt° hot Ladder )( c e p f e,1 a.. -c 5e cvis Olaf eit.. f . reo -i viy cd i // cr rr J add;- !- ( 2_1 roc7( I cads. pi., add .eci' wc.t ( 1-1; ( sit F - Ori 5e6Pi PT. 1 - l 1 5 12c -- u.' i wall he; cj -. 61 Sec . l - 1, specl� ra - er - 4' Baci . h 175. , to, 1✓G, ctrr F rect, -. re'r A-5CE 7 -3 cnA 41) sI40,c collar he v: ;et,- dcu 1 ) Act:J 1 /22113,142 Z4 OcZit 5.1 dev / 7;oc t t-10 a_7zi 7`Q k__u 40 12 CA/ (ZD viii w �►� w`� A-1 PROFESSIONALS GENERAL CONTRACTORS, INC. LICENSE # CGC 005231 12875 N. E. 14TH AVENUE • NORTH MIAMI, FLORIDA 33161 TEL. (305) 895 -0154 • FAx (305) 895 -0944 NOTICE OF COMMENCEMENT PERMIT 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: 7 9? . h 9d s am u t � �- 331 2. Description . of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: SS t 0 kv4 I S t em 1- � rt' f -r� -i 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lieno.'s Notice as provided in Section 713.13(1)(b), Florida Statutes Name and address: 9. Expiration date f this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is s I i Signature of Ow4 er Print Owner's Name Sworn to and subscribed before me this Notary Public Print Notary's Name.; f r�l My Commission Expires; FORM A -104 W A /r ...A /2 / J/aw t \& O[ ,u rV 5 79f u 99 a-eue/ 2313 White - Original TAX FOLIO NO. a dd i day of -t o 4 c°2 G Canary - Office Prepared by: Address: �� S� k ,3/.; r ' a "- r� N 2 'SEP -26 -96 07:27 AM A.1 PRCIFEISSIONFILS GENERAL CONTRACT0145, INC. LICENSE 0 CGC 005231 EL. 3 AVENUE 05 895 -0154 • FAx 305) 895-0944 33181 TEL. ( ) NOTICE OF COMMENCEMENT PERMIT 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: 3. Owner(s) name and address: 7 `j) Interest In property: Name and address of fee simple titleholder: .� 4. Contractor's name and address: , 9. Expiration date different date Is s Signah a of Ow er FORM A.104 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 8. Lender's name and address: _ TAX FOLIO NO. 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: Print Owner's ame 14/r4:.-4.1/7 ( Sworn to and subscribed before me this . (' day of . Notary Public Print Notary's Name _�- My Commisslon Expires White • Original 9f P. 01 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienoi's Notice as provided In Section 713.13(1)(b), Florida Statutes Name and address: �- f this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a . 'F Canary • Office Prepared by: (fl' Addr ' r'2 cs r _ t 4 1 Lo c0 Z04 r t tl l �j3 5 6,1 -,- ' L> 1 " T LPt-t . 17 q6 1 % aO 7 2 00 1, ( Uo zoo .0 Lk, , ,J rr 2 I• b Z c GZ mss.. ‘ 7Ti-! = l Z x = fAC4A t OON CJ " 1-4cAlf.S k MIr4V r ' 3K cC,C‘e - I (o , OK: '1 t 6" Z44 uo ,�Z�. ✓ TZ 1. COMMUNITY NUMBER 120652 2. PANEL NUMBER 0093 3. SUFFIX J. 4. DATE OF ARM INDEX 3/2/94 _ 5. FIRM ZONE X 6. BASE FLOOD ELEVATION AO N ( /A Zones. use depth) ELEVATION CEIRTDF ❑ATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and /or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER CITY Miami ShnrPs SECTION A PROPERTY INFORMATION BUILDING OWNER'S NAME Margarita Owen 96 -975 STREET ADDRESS (Including Apt., Unit, Suite and /or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 798 N.E.. 98th St. OTHER DESCRIPTION (Lot and Block Numbers, etc.) Provide the following from the proper FIRM (See Instructions): Fl nri da SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): X NGVD '29 1 !Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE I 1 1 1 1.H feet NGVD (or other FIRM datum —see Section B, Item 7) SECTION C BUILDING ELEVATION INFORMATION ST O.M.B. No 3067 -0077 Expires May 31, 1993 ZIP CODE ' R 1 1'R 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level _L_ 2(a). FIRM Zones A1-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of 1 1 1 1 5 I feet NGVD (or other FIRM datum —see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of ! 1 I 1 1 11 1 feet NGVD (or other FIRM datum —see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is 1 1 1 iu feet above ❑ or below _ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is 1 1 1 feet above — 1 or below (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No l Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: NI NGVD '29 Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: 1 Yes [N No (See Instructions on Page 4) 5. The reference level elevation is based on: X actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post- construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:1 1 11 lOi Pi feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is' 1 I 1 1 1 1.H feet NGVD (or other FIRM datum —see Section B, Rem 7). 2. Date of the start of construction or substantial improvement FEMA Form 81 -31, MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION Item 1. The Elevation Certificate uses a building's reference level as the point for measuring its elevation. Pages 5 and 6 of this Elevation Certificate package contain a series of eight diagrams of various building types that are to be used to help determine the reference level. Choose the diagram that best represents this building, record the diagram number, and use the indicated reference level to measure the elevation as requested in Items 2a -d. Item 2. Depending on the property location's FIRM Zone, complete Item 2a, 2b, 2c, or 2d. Use the reference level shown in the appropriate building diagram as the point of measurement. As shown in the diagram on the back of the Certificate, for all A Zones, the elevation should be measured at the top of the reference level floor. For all V Zones, the elevation should be measured at the bottom of the lowest horizontal structural member of the reference level floor. Reporting of elevations in Items 2a and 2b should be to the nearest tenth of a foot, or alternatively, unless prohibited by state or local ordinance, the reference level elevation may be "rounded down" to the nearest whole foot ( "rounding up" is prohibited). Item 2. Enter date. These terms are defined by local ordinance. SECTION C Building Elevation Information Item 2(a). For structures located in FIRM Zones Al -A30, AE, AH, and A (with BFE's), record the elevation (to the nearest tenth of a foot) of the top of the floor identified as the reference level in the applicable diagram. Item 2(b). For structures located in FIRM Zones V1 -V30, VE, and V (with BFE's), record the elevation (to the nearest tenth of a foot) of the bottom of the lowest horizontal structural member of the floor identified as the reference level in the applicable diagram . Item 2(c). For structures located in FIRM Zone A (without BFE's), record the height (to the nearest tenth of a foot) of the top of the floor indicated as the reference level (from the applicable diagram) above or below the highest adjacent grade immediately next to the building. Item 2(d). For structures located in FIRM Zone AO, the FIRM will show the base flood depth. For locations in FIRM Zone AO record the height (to the nearest tenth of a foot) of the top of the floor identified as the reference level (from the applicable diagram) above or below the highest adjacent grade immediately next to the building. For post -FIRM buildings, the community's floodplain management ordinance requires that this value equal or exceed the base flood depth provided on the FIRM. For those few communities where this base flood depth is not available, the community will need to determine if the lowest floor is elevated in accordance with their floodplain management ordinance. Item 3. Record the vertical datum system used in identifying the reference level elevations for all buildings. If the datum used in measuring the elevations is different than that used on the FIRM, then convert the elevations in Items 2a -d to the datum used on the FIRM, and show the conversion equation under the Comments section on Page 2. Item 4. Indicate if the elevation reference mark used appears on the FIRM. Reference marks other than those shown on the FIRM may be used for elevation determinations. In areas experiencing ground subsidence, the most recently adjusted reference mark elevations must be used for reference level elevation determinations. Item 5. Indicate if the reference level used in making the elevation measurement is based on actual construction or construction drawings. Construction drawings should only be used if the building does not yet have the reference level floor in place, in which case the Elevation Certificate will only be valid for the building during the course of construction. A post- construction Elevation Certificate will be needed once construction is complete. Item 6. Record the elevation measurement of the lowest grade adjacent to the building (to the nearest tenth of a foot). Adjacent grade is defined as the elevation of the ground, sidewalk. patio, deck support, or basement entryway immediately next to the structure. This measurement should be to the nearest tenth of a foot if this Certificate is being used to support a request for a LOMA/LOMR. SECTION D Community Information Completion of this section may be required by the community in order to meet the minimum floodplain management requirements of the NFIP. Otherwise, completion of this section is not required. Item 1. The community's floodplain management ordinance requires elevation of the building's "lowest floor" above the BFE. For the vast majority of building types, the reference level and the lowest floor will be the same. If the community determines that there is a discrepancy, record the elevation of the lowest floor. SECTION E Certification Complete as indicated. The Elevation Certificate may only be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1-A30, AE, AH, A (with BFE's), V1 -V30, VE, and V (with BFE's) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information may also sign this certification. In the case of Zones AO and A. (without BFE's), a building official, a property owner, or an owner's representative may sign this certification. Certification is normally to the information provided in Sections B and C. If the certifier is unable to certify to the selection of reference level diagram 6, 7 or 8 (Section C, Item 1), e.g., because of difficulty in obtaining construction or building use information needed to determine the Distinguishing Feature(s), the certifier must list the Feature(s) excluded from the certification under Comments on Page 2. The diagram number used for the Reference level must still be entered in Section C, Item 1. Page 4 PROJECT NAME: AND ADDRESS: O1.4/Et/ ,eE /DEN CE BUILDER: 7 98 Ne ? 8 . r PERMITTING OFFICE: V1 /AM 1 SNC? -S S CLIMATE ,{ ZONE: 7 8 1 1 181 1 /4 /At/ / SHORE S LLO/2 /D/-f OWNER: OWNER: M /? / Co PERMIT NO. JURISDICTION NO.: 1213 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C -93 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Addlllons and Renovations Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Fomt 600C-93 for additions of 600 square feet or less, site- installed components of manufactured homes and renovations to si and multifami residences. Alternative methods are provided for additions use of Form 600B-93 or 600A -93. SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C -1, 6C -2 and 8C - apply on to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - installed components and features are covered by this form. Please Print CK 1. Renovation, Addition or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Porch overhang length (ft.) 7. Glass area and type: a. Clear glass b. Tint, film or solar screen 8. Percentage of glass to floor area 9. Floor type and insulation: a. Slab on grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 10. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units' (Yes /No) 11. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 12. Cooling system* (Types: central, room unit, package terminal A.C., none) 13. Heating system *: (Types: heat pump, elec. natural gas, L.P. gas, room or PTAC, none) 14. Air Dlstribut! Zyl tffn`: a. Backff v ctampe,r o srr'ygle package systems' (Yes /No) b. D u%ts ,r cr(ige w 1I dequately sealed' (Yes/No) 15. Hot 1,�r syste4in`. {� `' % , • r ( Typis eJiec., n tu other, rtoltap °; s =to m • Pertainahufaotu ed hbrnr#s with site installed components. hereby".cert complian6s wi PREPARED GT: '' 1 hereby certify thalihis 601 OWNER AGENT: f U in; covered by the calculation are in DATE: h the Florida Energy C DATE: - 1 - 1. 2. 3. 4. 5. 6. 7a. 7b. 8. ADDir /ON SINGLE EBr/ y DE-M GI4EL NA 3o 2 2.0 Single Pane sq. ft. 5 e sq. ft. l9.z % 9a. R= O sq. ft. 9b. R= sq. ft. 9c. R= sq. ft. 9d. R= sq. ft. 9e. R= sq. ft. 10a -1 R= 5 3 04- sq. ft. 10a -2 R= sq. ft. 10b -1 R= 10b -2 R= 10c 12. Type: CEN reot SEER/EER: / O. 0 13. Type: /-/eAr puHP HSPF /COP /AFUE: tc • 8 Double Pane sq. ft. sq. ft. sq. ft. sq. ft. 11a. R= sq. ft. 11b. R= 1 O 30 Z sq. ft. 14a. 14b. 15. Type: e:X/ S r/N 6 EF: Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this budding will be inspected for compliance • �• ; . . nce with Section 553.908, F.S. y BUILDING OFFICIAL: DATE: Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% = 4 0 Installed % = / 9. 1 INSULATION INSTALLED GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED MINIMUM EFFICIENCY UP TO 20% UP TO 30% UP TO 40% UP TO 50% g - 5 Single Double Single Double Single Double Single Double OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC 1"- 1.0 0'- .86 0"- .90 2"- 1.0 1'- .86 0'- .65 1"- .90 0 "- .70 3"- 1.0 2 "- .86 1% .65 0'- .45 2'- .90 1"- .70 0 "- .50 4 "- 1.0 3'- .86 2 "- .65 1"- .45 0"- .35 3 "- .90 2 "- .70 1'- .50 0'- .40 Room unit or PTAC Shading coefficients (SC) may be obtained from the manufacturer. Single clear SC = 1.0, double clear SC = .90, and single tint SC = .86. 8.5* TABLE 6C -3 1 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. ✓ Interior Joints & Cracks 606.1 All openings in interior surfaces of ceilings and exterior walls must be sealed. ✓ Sole & Top Plates 606.i Sole plates and penetrations through top plates of exterior walls must be sealed. ✓ Infiltration Barrier 606.1 Infiltration barrier must be installed in exterior walls & raised wood floors. N - A --- Fireplaces 606.1 Fireplaces must have flue dampers, glass doors and outside combustion air intakes. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. ✓ Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. v Water Heaters 612.1 Comply with efficiency requirements in Table 6 -11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. V Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. N A Hot Water Pipes 612.1 Insulation is required for hot water circulating systems, (including heat recovery units) and the first 8' of piping from the water heater (or until piping enters an insulated wall or slab). ✓ Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical closets. / i/ ✓ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. COMPONENT MINIMUM INSULATION INSULATION INSTALLED EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY Concrete R -5 g - 5 Central A/C - Split SEER = 10.0 SEER = 10.0 Frame, 2' x 4' R -11 - Single Pkg. SEER = 9.7 SEER = Frame, 2' x 6' R-19 Room unit or PTAC EER = 8.5* EER = Common, Frame R -11 Common, Masonry R -3 Electric Resistance ANY Under Attic R -30 Heat pump - Split HSPF = 6.8 HSPF = 6 a 8 1NI Single Assembly; enclosed R -19 - Single Pkg. HSPF = 6.6 HSPF = g -/ 0 Single Assembly; Opened R -10 Room unit or PTHP COP = 2.7' HSPF/ = Common, Frame R -11 CE I COP Slab -on -grade No Minimum 0 Gas, natural or AFUE = AFUE = Raised Wood R -11 propane .78 OC Raised Concrete R -5 Fuel Oil AFUE = .78 AFUE = Common, Frame R -11 Electric Resistance EF = .88 EF = iona In unconditioned space R -6 N 0 DUCT Gas; Natural or L.P. EF = .54 EF = In conditioned space No minimum Fuel Oil EF = .54 EF = l,.11l l ld e LA./M.'S / ti J 1 PRESCRIPTIYE REQUIREME FOA SMALL ADDITIONS (600 Sq Ft. and Less RENOVATIONS TO EXISTING BUILDINGS AND SITE - INSTALLED COMPONENTS OF MANUFACTURED HOMES. • GENERAL DIRECTIONS: 1. On Table 6C -1 indicate the R•value of the insulation being added to each component and to efficiency levels of the equipment being installed. Ail R•vakes and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be lei blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area oI all non- vertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or endosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage tails on Table 6C•2. Prescriptives are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC). For a given glass type and overhang, the minimum shading coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition, do not have to comply with the overhang and shading coefficient requirements on Table 6C -2. All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coefficient may be used for glass areas which are under at least a two loot overhang and whose lowest edge does not extend twitter than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane deacon double -pane tinted. 4. Complete the information requested on the top hall of page 1. 5. Read 'Minimum Requirements for Small Additions and Renovations', Table 6C -3, and check all applicable items. 6. Read, sign and date the 'Owner/Agent" certification statement on page 1. - 2 - No NEW S7r7 .1 See Table 8 -3.8-7 LENNOX OBJECTIVE GUIDE TO INSTALLATION COMPARISONS ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 06/27/96 ROOM - 1 BEDROOM IN ZONE 1 20 X 15.1, WALL 14B 8 INCH BLOCK R -5 INSUL 174 651 408 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING -E 6 180 515 TINT -PLAIN SHADING -NONE SHADING COEFFICIENT = 1 WALL 14B 8 INCH BLOCK R -5 INSUL 81 303 190 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING -S 9 270 403 TINT -PLAIN SHADING -NONE SHADING COEFFICIENT = 1 WALL 14B 8 INCH BLOCK R -5 INSUL 67 251 157 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING -SW 43 1,288 3,209 TINT -PLAIN SHADING -NONE SHADING COEFFICIENT = 1 CEILING U18 DARK CEILING HAS U VALUE = .090 302 707 1,196 FLOOR 22A NO EDGE INSULATION 38 800 0 WINTER INFILTRATION 10 CFM 288 SUMMER INFILTRATION 30 CFM SENSIBLE GAIN 533 1,358 PEOPLE 2 600 TOTAL FOR ROOM 1 3,020 CU FT LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 OWEN RESIDENCE 798 NE 98 ST. MIAMI SHORES, FLORIDA FILE TITLE: OWEN DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 70 WINTER OUTSIDE 44 SUMMER INSIDE 75 SUMMER OUTSIDE 91 DAILY TEMPERATURE RANGE INDICATOR L DESIGN GRAINS RELATIVE HUMIDITY 66 DEGREES NORTH LATITUDE 25 SUMMER AIR CHANGES PER HOUR 0.6 WINTER AIR CHANGES PER HOUR 0.2 LATENT GAIN AREA BTUH BTUH SQ FT LOSS GAIN 302 SENSIBLE 4,740 7,211 SENSIBLE + LATENT 4,740 9,030 06/27/96 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 STRUCTURE TOTALS OWEN RESIDENCE 798 NE 98 ST. MIAMI SHORES, FLORIDA 3,020 CU FT 302 SENSIBLE 4,740 7,211 SENSIBLE + LATENT 4,740 9,030 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** VERSION 89.10 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * THIS HEATING AND COOLING LOAD COMPUTATION WAS PRODUCED USING THE PROCEDURES * * AND TABLES OF THE AIR CONDITIONING CONTRACTORS OF AMERICA'S MANUAL J, * * SEVENTH EDITION. THE ACCURACY OF THE CALCULATED LOADS DEPENDS UPON THE * * ACCURACY OF THE DATA USED AND THE ACCURACY OF THE MANUAL J LOAD CALCULATION * * PROCEDURES FOR THE GIVEN CONDITIONS. NO WARRANTY, EITHER EXPRESSED OR * * IMPLIED, IS GIVEN WITH RESPECT TO THE ACCURACY AND /OR SUFFICIENCY OF THE * * INFORMATION PROVIDED HEREBY, AND THE USER MUST ASSUME ALL RISKS AND * * RESPONSIBILITY IN CONNECTION WITH THE USE THEREOF. THIS REPORT IS PREPARED * * ACCORDING TO AND SUBJECT TO A LIMITED USE AGREEMENT. * ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 06/27/96 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 3 ROOM NO# ROOM NAME 1 BEDROOM OWEN RESIDENCE 798 NE 98 ST. MIAMI SHORES, FLORIDA CFM CHART FOR A 260 CFM BLOWER < -- HEATING - -> < COOLING > TOTAL HEATING SENS TOTAL COOLING AREA LOSS AIR GAIN GAIN AIR SQ FT BTUH CFM BTUH BTUH CFM 302 4740 260 7211 9030 260 ZONE 1 TOTALS 302 4740 260 7211 9030 260 * NO WARRANTY, EITHER EXPRESSED OR IMPLIED IS GIVEN WITH RESPECT TO THE ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, AND THE USER MUST ASSUME ALL RISKS AND RESPONSIBILITIES IN CONNECTION WITH ITS USE THEREOF. • METRO-D'ADE PRODUCT CONT!'' OL NOTICE OF ACCEPTANCE Gancedo Lumber Co., Inc. 9300 N.V. 36th Avenue Miami FL 33147 Your application for Product Approval of: Series 1501 Out- Swinging Single Light W'od French Door under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely de.,;:ribed in the plans, specifications and calculations as submitted by: jApplicant, for listing see Section 8 of this Notice of Acceptance. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from ajobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or, material immediately. The applicant shall`re- evaluate this product or material should any ammendments to the South Florida Building " 'Code bejenacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will'be incurred by the manufacturer. Acceptance No.:95- 0518.09 Expires:09 /18/98 THXS IS THE COVERSHEET, SEE . tDDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance'Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. APproved:09 /18/95 RC:TRO °OL ;TAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -UADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor anger, Director Building Code Compliance Dept. Metropolitan Dade County Gancedo Lumber Co. Inc. ACCEPTANCE :No.: APPROVED EXPIRES 95- 08 18. 0 9 P 1 8 1995 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS st 1 8 1998 1. DESCRIPTION OF UNIT 1.1 This approves a wood swing door designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series 1501 Out - Swinging Single Light Wood French Door 1.3 Overall Size: 6' 0" wide by 8' 0" higl i by 5 1/4" deep , IA Lonfiguration: XX 1.5 No. & Size of Panels: The active and inactive panels measure 3' 0" (36 ") wide by 8' 0" (96 ") high. 2. MATERIAL CHARACTERISTICS ' 2.1 Frame & Sash Material: Wood 2.2 Glazing: 2.2.1 Glazing Material: One vision lite. 3/16" (5 mm) thick tempered glass. 2.2.2 Glazing Method: Interior glazed using an adhesive bedding compound and wood glazing )t . stops. a:. . ' 2.2.3_Daylight Opening: 26 1/4" wide x 79" high 2.3 Door Lcaf Construction: 2.3.1 Door thickness: The door leaf is 1 3/4" thick. 2.3.2 Face sheets: N/A _ _ 2.3.3 Core Design: N/A 2.3.4 ' Construction: Stile and Rail wood construction. • Stiles: 4 1 /2" face x 1 3/4" thick; ,.. ,.Top rails: . 6 1/2" face x 1 3/4" thick. - • •='- Bottom rails: 9 3/4" face x 1 3/4" thick. Stiles and Rails are of glued block and face veneer wood or solid (Douglas Fir) wood construction with "Ovolo" glazing rabbet. :,: Corner construction: butted, with three (3) 5/8" diam. x 5" long wood dowels, 2 3/4" . penetration into the rail, at the top; and three (3) such dowels at the bottom rail. As manufactured by Rouge Valley Sash & Door Co. or an approved equal with a current Product Approval. 2.3.5 Astragal: J -R #200 Laminated (Tee) astragal with sleeves. Consists of a 1 1/4" x 1 3/4" clear grade Douglas Fir moulding kerfed 1/8" x 5/16" for weatherstrip, attached to a 2 1/2" x 1" 9 -ply AB marine grade plywood with a 3/8" diam. schedule 40 steel pipe sleeves 8 3/4" long, bored to clear the flush bolt, at each end of the astragal. Installed with glue, 7/16" x 2" staples at 15" o c. and sixteen (16) #6 x 2" FHWS (four (4) at each side of pipe sleeve. Sealed to the inactive leaf at the inboard and outboard face. All astragal attachment fasteners are covered with wood utty. Manu Perez, P.E., Plans miner II Product Control Division Gancedo Lumber Co. Inc_ ACCEPTANCE No.: 95- 0818,09 • -2a- Manuerez, P.E., Plans Product Control Division S' 1 8 1995 APPROVED EXPIRES sEP 1 81998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3.6 Reinforcements: N/A 2.3.7 Glazing moldings and stops: 3/8" high x 5/8" wide ovolo wood moulding all around Fastened to the door using 3/4" long x 3/16" wide crown gun - driven wire staples spaced at 3" o.c. 2.3.8 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.4 Frame Construction: 2.4.1 Type: The frame jambs'nd head are of 3 1/4" wide by 1 1/4" thick rabbeted (White Pine or better) fingerjoint wood sections, kerfed (1/8" x 3/8 ") for weatherstrip. 2.4.2 Material: Wood 2.4.3 Construction: Butted corner construction. The head /jamb corners are of butted corner construction and attached with three (2) 2" long x 3/4" wide gun- driven staples at each y '':•; . scorner.. The jambs and threshold ends are coped to fit at the corners and also attached c;, with two (2) 2" long x 3/4" wide gun- driven staples at each corner. 2.4.4 Reinforcements: 2.4.4.1 Head Plate: Consists of a 3/8" thick x 5 1/4" wide, 3 -ply BC grade plywood plate attached to the head with glue and 3/4" staples at 1 1/4" from edge with remainder at 8 3/4" o.c. and to the jamb with three (3) 3/4" staples per jamb. : :Threshold: J -R 4100 Wood and Aluminum "Moderate Climate" 5 3/4" wide x 1 3/4" high threshold. Consisting of a 1 3/4" x 3" Douglas Fir wood portion attached to a 2 1/2" wide x 1/4" high aluminum saddle threshold extending the whole width of the door. This threshold is attached to the floor slab as specified in Section 4.1.3 below. 2.4.6.: Finish: Unfinished wood. To be sealed and finished at time of installation. Weatherstrips: Qty, , Description Location 2.5.1: One A single strip of vinyl wrapped Frame head, jambs, astragal and m,—:' ;` `: foam compression weather seal. threshold. J- shaped Q -Lon ODS -630 . 2.5.2 ,. One ;r "SiliconSeal" door gasket Top outside edge of each door and . - . :.`_� H r Pemko 4S88 compression bulb. . outside vertical edge of active door. 1/2" wide x 1/4" thick, nominal 20 durometer, self- adhesive. 2.5.3 One A vinyl wrapped foam compression self - adhesive pile dust pad. 1" wide x 2" high x 3/16" thick 2.5.4 One Pemko model #345 AV Set . Aluminum and vinyl rain -drip sweep, attached with #6 x 5/8" RHSMS at 6" o.c. Lower end of jambs and astragal, adjacent to each door corner. Door bottom rail. To be installed after door is sealed and finished. aminer II r ,Gancedo Lumber Co. Inc. NOTICE OF ACCEPTANCE: ACCEPTANCE No.: APPROVED EXPIRES 95- 0818.09 1 8 1995 SPECIFIC CONDITIONS .SFP 1 8 1gQ6 2.6 Hardware: ON, Description 2.6.1 Four 4" x 4" x .085' thick plated steel (2 w /safety stud or non - removable per pin mortise hinges. leaf) Hager model 1843 or Penrod #MH40AUAC attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one 49 x 2 1/2" FHWS to the frame. 2.6.2 Four 4" x 4" x .085" thick plated steel .. (2 regular mortise hinges. per :-.. Hager model 1841 or leaf) Penrod 4MH40AUWS attached with four 49 x 3/4" FHWS 21: to the door and three 49 x 3/4" and one #9 x 2 1/2" FHWS to the frame. Passage lock or key lock 1.v /spring latch. Schlage Lock Co. Model #F l ON or Kwikset Lock Co. Model 4200E 2.6.4 : One . Single cylinder /thumbturn deadbolt lock Schlage Lock Co. Model #B 160N or Kwikset Lock Co. Model 4660 2.6.5 Two Single surface/thumbturn deadbolt lock ,Active door leaf : • Schlage Lock Co. Model #B 180N or one at 2 3/4" from top of door and Kwikset Lock Co. Model 4666 one at 2 3/4" from bottom of door. 2.6.6 Two Concealed 12" extension flush bolts Inactive leaf : (astragal) 1/2" diam. x 1 1/2" long steel with a 3/4" one at top of door and throw, attached to the actuating hardware one at bottom of door. by a 0.207" diam. rod threaded at both ends and passing through the pipe sleeve. Operating hardware is recessed with a flip -type actuator and attached with four #8 x 1" FHWS. 2.6.7 Two Modified M.A.G. Lock Reinforcer (20 -PB) 0.029" thick brass. X2.6.3 One -2b- Location Top hinge: 6 3/4" from top of doors. Bottom hinge: 84" from top of doors. (At each Active and Inactive leaf.) 2nd hinge: 31 3/4" from top of doors. 3rd hinge: 58 7/8" from top of doors. (At each Active and Inactive leaf.) Active leaf- at 36" from bottom of door. Active leaf - at 6" above passage lock. Active door leaf : one at each top and bottom surface deadbolt. Man 'crez, P.E., Plan Product Control Division xaminer 1I , Gancedo Lumber Co. Inc. 4. INSTALLATION: 4.1.3 Sill: [NOTICE OF ACCEPTANCE: -2c- ACCEPTANCE No.: APPROVED EXPIRES SPECIFIC CONDITIONS 95- 0313.09 SEP 1 8 1995 SEP 1 8 1998 2.6.8 One Strike 0.050" thick brass Inactive door leaf - at passage lock 2.6.9 One Strike 0.077" thick brass Frame header - (above inactive door) at upper concealed flush bolt. 2.6.10 Two Strike assembly 0.062" thick brass surface Frame header: one at upper single - strike with a concealed 0.120" thick surface deadbolt. plated steel reinforcement plate. Inactive door leaf: one at single- cylinder deadbolt. Hardware shall be as listed in Section 2.6 or an approved equal, holding a current Dade County Product Control Notice of Acceptance. There are no strikes at the bottoms of doors. The locks engage holes drilled into the aluminum threshold and the floor. Each leaf is fastened to the hinge jamb using four (4) butt hinges. Tested lock grade: Schlage locks are Grade II and Kwikset locks are Grade II1. 2.7 Sealant: The frame intersections, ends of the threshold and all weatherstrip intersections must be caulked with Polyseamseal or DAP adhesive sealant during assembly. c 3. LIMITATIONS: 3.1 This approval applies to pair of doors and single door unit, with all components described in the active leaf of this approval, applications only, as shown in Section 10. 3.2 Units with dimensions equal to or smaller than those shown in Section 10 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval. 4.1 Screws and Method of Attachment _. ; ,. r. Idead: #10 x 2 1/2" CP at 6" from corners and max. 20" o.c. ; .. ;1 . . . . : 410 x 2 1/2" CP FHWS two (2) thru lock strike plate. (active leaf) •8 x 2" CP FHWS two (2) thru exterior bolt strike plate. (inactive leaf) • 4.1.2 :, ,lambs:# 10 x 2 1/2" CP FHWS at 6" from corners and max. 24" o.c. ' ' #9 x 2 1/2" CP FHWS one (1) through each hinge.. 4.1.3.1 Attach wood portion to floor with: 410 x 2 1/2" CP F' IWS at centerline, at 12" to each side of centerline and the rest at max. 10" o.c. /./ . .... =t� Manu • - rez, P.E., Plans Product Control Division aminer II Gancedo Lumber Co. Inc. ACCEPTANCE No.: 95- 0818.09 APPROVED S' 1 8 1995 EXPIRES SEP 1 8 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.3.2 Attach aluminum portion to floor with: #10 x 1" CP FHWS at 2" from corners and max. 10" o.c. 410 x 2 1/2" CP FHWS at 4 1 /2" from each side of centerline. 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected 5. IDENTIFICATION 5.1 Each door system shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". It shall be located in a visible place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, issued by FLBMDA '-with the manufacturer's name or logo, city and state. 6.11ISE " •^ 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 '"This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, :Wean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite'at all time. . " 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 The Building Official shall ensure that :he door and frame are properly sealed against moisture penetration. 6.5 The installation of this unit will rew:ire a hurricane protective system. -2d- Manu: r rez, P.E., Plans t aminer I1 Product Control Division TEST TEST LOAD DESIGN LOAD IR INFILTRATION @ 1.57 PSF FBC PA 202 -94 (<0.20 CFM/FT) - 0.10 CFM /FT' CRL -61 16 1 • IR INFILTRATION @ 6.24 PSF I FBC PA 202 -94 ( <0.37 CFM/FT) 0.27 CFM /FT' CRL -61 16 - UNIFORM STATIC AIR PRESSURE @Design Load SFBC PA 202 -94 POSITIVE 75 mph (Non - Egress) +22.6 PSF CRL -61 16 I +22.5 PSF CRL -6116 UNIFORM STATIC AIR PRESSURE @Design Load FBC PA 202 -94 • NEGATIVE 75 mph (Non- Egress) -27.9 PSF CRL -61 l6 -27.9 PSF CRL -61 16 WATER RESISTANCE (PSF) . SFBC PA 202 -94 75 mph (Non - Egress) 3.38 PSF CRL -61 16 +22.5 PSF CRL -61 16 UNIFORM STATIC AIR PRESSURE @Design Load FBC PA 202 -94 POSITIVE +48.3 PSF CRL -61 I6 +48.3 PSF CRL -6116 WATER RESISTANCE (PSF) FBC PA 202 -94 7.24 PSF CRL -61 16 +48.3 PSF CRL -6116 UNIFORM STATIC AIR PRESSURE @Full Test Load FBC PA 202 -94 POSITIVE +72.4 PSF CRL -61 16 +48.3 PSF CRL -6116 UNIFORM STATIC AIR PRESSURE @Full Test Load FBC PA_202 -94 _. NEGATIVE -87.8 PSF CRL -61 I6 -58.5 PSF CRL -61 I6 FORCED -ENTRY RESISTANCE (FER) FBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY CRL -61 16 Design Pressure Rating (Positive) - • +48.3 PSF Design Pressure Rating (Negative) ..._.. - __ _.. ... -- -- -58.5 PSF • Gancedo Lumber Co. Inc. 7. TEST PERFORMED 8. EVIDENCE SU : FITTED 8:1 -- Vests; : This approval was based on testing performed by Florida Lumber and Building Material -� — Dealers Association, Inc. (FLBMDA) and approved by the Product Control Section under .,r. ..approval number 95 -0004. 8.2 �. Drawing: 8.2.1 " Manufacturer's parts and section drawings. ACCEPTANCE No.: 95 -0$1 5.09 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -2e- Manue erez, P.E., Plans Product Control Division SEF 1 8 1995 SEP 1 8 1998 SIZES MOST USED FOR SINGLE DOORS SIZES MOST USED FOR PARS OF DOORS UNIT SIZE A B - C -, D GLASS UNIT SIZE A - 13 C D GLASS 3'-0' x 6' -8" 37 -3/4' 36' 81 -1/4' 80' 27' x 66' 6 %0" x 6' -8' 75' 36' 3I.1/4' 80' 27'x66' T -3' x 6' -3' 33 -3/4' 32" 81 -1/4' 30' 2Y x 66' 5' x 6' - 3' 6T Jr 31 - 1/4' 80' 23' x 66' 2' -6' x 6' - 31 -3/4' 30" 81 -1/4' 80' 21' x 66' 5' -0" x 6' -3' 63" 30" 31 -114' 80' 21' x 66' 2'-0' x 6' -3' 25 -3/4' 24' 81-1/4" 30' 15' x 66 4' -0' x 6' -8" 51' 24' 81-1/4' 80' 15' x 66' 3' - x 7-0' 37 -3/4' 36' 85 -1/4' 84" 27' x 66' 6' -0' x 7-0' 75' 36' 85 -1/4' 84' 27' x 66' 2' -8' x 7-0 33 -3/4' 32' 85 -1/4' 34' 23' x 66' 5'-4' x 7-0' 67' 32' 85 -1/4' 84' 23' x 66' 2' -6' x 7-0' 31 -314' 30' 85 -1/4' 84" 21' x 66' 5' -0" x 7' -0' 63' 30" 85 -1/4" 84' 21' x66' 2' -0' x 7-0' 25 -3/4' 24' 85 -1/4' 84" 15' x 66' 4' -0' x 7-0" 51' 24' 35 -1/4' 84' 15' x 66' 3 %0" x 8' -0' 37 -3/4" 36' 97 -1/4' 96' 27" x 80" 6-0' x 8' - 75" 36' 97 - 1/4' 96' 27' x 80' 2'-3' x 8' -0" 33.3/4' 32' 97-1/4' 96' 23" x 30' 5'-r x 3' -0" 67' 32' 97 -1/4' 96' 2Y x 80" 2' -6" x 8'-0' 31 -3/4' 30' 97 -1/4' 96" 21' x 30" 5' -0' x 3' -0' 63" 30' 97 -1/4' 96' 21' x 80" 2' -0' x 8' -0 25 -3/4' 24' 97 -1/4' 96' 15' x 30' 4' -0" x 8' -0' 51' 24" 97 -1/4' 96' 15' x 80' ,Gancedo Lumber Co. Inc. ACCEPTANCE No.: 95- 05(8.09 NOTICE . OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: Not part of this approval. Needs to be submitted under a separate application for review and approval. 10. TYPICAL ELEVATION: 10.1 Size Schedule: :\ - FRAME 13 LEAF' APPROVED SE' 1 8 1995 EXPIRES : SEP 1 8 1998 UNIT SIZES FOR SINGLE & PAIRS OF DOORS - 2f- I �. C D Product Control Division A - FRAME Manu erez, P.E., Plans E3 - E: \CFL LE:\F Minimum Dimensions Stiles & top rail 4-1/2" Lock rail 7-1/2" Intermediate rail & mullion 2-1/8" Bottom rail 8" Panels: Raised 2/16" Bars: (2132-596) 4-1/2" Bars: (000-606,000-597) 3-10" Gancedo Lumber Co. Inc. 10.2 Models included: • NOTICE OF ACCEPTANCE: SPECIFIC CONDITION'S 1503-635 / L 7/ 1501-620 2031-615 116-537 ACCEPTANCE No.: APPROVED EXPIRES 117-549 144-559 Product Control Division 95 - 0S1 8.09 1 8 1995 : SEP 1 8 1998 000-567 000-514 Manu ' rez, P.E., Plans E iner II .;:.•• • t ,Gancedo Lumber Co. Inc. NOTICE OF ACCEPTANCE: 10.3 Horizontal Cross Section: 4X•1 HUTT [(INC: 2 ( .- P .- ST:HUCK - 7 - . . - 0650 WEATHERSTRIP TEmPF.REI) CLASS PAIRS #150I GLAZED DOORS • -.• .•^- - 2h - ACCEPTANCE No.: 95-0818.09 APPROVED SFP 1 8 1995 EXPIRES SE 1 8 1998 SPECIFIC CONDITIONS 1 0650 WEATHERSTRIP . • SIC LE CYL • °: DEAD BOLT LOCK V TE:MPF.RED CLASS 9 Manu erez, P.E., Plans Product Control Division 2X P T. BUCK - 1 —J-R #200 OR 4300 - r••• ASTRAGAL 11 #6 X '..:M001) • SC RF: WS Ei \ 1. ExTEss10 N EAci I END FLUSH [lour TF.11PF:RE:13 C I.ASS miner 11 Cancedo Lumber Co. Inc. 10.4 Vertical Cross Section: ACCEPTANCE \o.: 95 -0S 1 S.09 APPROVED SEP 1 8 199; EXPIRES SEP 1 8 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS PLYWOOD -\ ERA .1E - PAIRS #1501 GLAZED DOORS Q650. WEATFfERSTRIP' SINGLE SURFACE J DEAD BOLT SINGLE SURFACE DEAD BOLT Q650 WEATHERSTRIP J - R 100 TE(RE:SILOLD -2i- 2< P.T. ULCK S88 WEA I F(ERJ I RIP 420 LOCK REINFORCER 3/16 TEMPERED GLASS 345 SWEEP FLOOR Product Control Division Manu Perez, P.E., Plans E 420 LOCK REINFORCER iner II , Gancf.do Lumber Co. Inc. ACCEPTANCE No.: 95-0818 09 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes: b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision'or change in the materials, use, 'and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a • revision application with appropriate fee) and granted by this office. ' 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; .. ,._.. • b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any L . 't : other purposes. 6. The Notice of Acceptance number prece•Ied by the words Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any secti6n of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2(a) through 2(i) and this last page 3. r• • . . • Jtems 10. 11 a3c 12 listed Aglow on apply to (Plaaed products 10.1.nless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11 The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame. shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck. which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. Sec section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 of the South Florida Building Code. APPROVED SEP 1 8 1995 EXPIRES SW 1 8 1998 Product Control Division • 0 TPICDOADE VS .011......■■••■■•■■ PRODUCT CONTR.(3. 1 1 a • Vinyl Tech/Progressive 155 Center Count VCL1ECT •-• _ • _ . • _ • , 1- f..W.1110PC..)LITAN DADE COUNTY, FLORIDA wlf,-:11{0 FLAGLER BUILDING f.1131I.riNi3 CODE COMPLIANCE OF$10E 51)1TE 1.6.03 i 1E F10-OADE FL.AGLER oulLowo 140 wEST PLAOLER STREET MIAMI, PLORIPA 33130-M3 (05) 375-2901 r&x (OS) 375-2P00 PrIODUCT CONTROL SECTION (n5) 35-2t102 FAX (305) 372-63.39 Your tTplic::ttiott for Series •000 Aiwtotinum Sitpj, 11,,frip; ftify(4. under Chapter 13 of the Metrop Dade Co!ltuy Code g)velning the 115e of Alternate Material; and Types of Construction, and eo3nplctely dcscribLd in the i1iatioris and calculations as submitted by: Applicant (For flsin, sec Sc...:ie>12 8 of Yhi.5‘ J Vfkc !f/.i,. This approval shall not be valiii rtr t1i iiin Luc ;;Iaty.d The Office of Code Compliance reserves the right to secure ti uct (Jr at jobsite (:■F manufa.cturces plant for quality control testing. if thi o:'iuGt or tnz it RUE.; to v.rfotin in the approvcd manner, the Code Compliance Office may revol.: modify, or s11..- the ;:: sot_ h product or material im.rnediately. The applicant shalt rc.evaluate this ptoLluct of rtuid should any 'tro.inclidrrients to the South Florida Building Code be enacted affectivg thi Ct ftr The thig Code Compliance Office reserves the the right to revoke this rippio.., • !f. it is drAQ ty thf: ;311 Code Cornplia.nc.te Office that this product or marlial fails to nY ,Itt: the. friorirla Builtlinz Code, The expense of such tcsting wall be inctErc i ,ot irj f.)( r Acceptuneei,11).:94-103A.0:1 •un (:(1)))1, This application for Product ! oval has bc:::ti Code Compliance Department ;kpptoved by County, Florid5.‘ under the o; S: APProvt ( ',."wcitict Control Supervisor THIS IS 'HIE COVE ::, A W.011101`1) AND GENERAL .kitopolitTin Dade County Building :ornroittut,. to be used in Dade irector ttilding Code Compliance Dept. .r_itcle County :,1" ,:.,HCE : t ..■)T_ZY 1. JIES_CRIEDONI t 1.1 This pproves Pm, rlIurninum sin& hong YLv (icsigtv.:d. to comply Willi 111C S01.1111 Florida Building Code, 1994 Edition for Dock County, for the locmions the pressure 10quirements, as determined by ASCE "Minimum Ocsi p,11 Loads for l.kniicling Vid 0111(.:IIS Stroctorcs", do not cxc:ced the Design Pressure P.11.;_itiF valucs in Scction 7 ond within thc hinimions contained in :r 3. Mcddiagignajanr4;. ::,;cries 4000 Alutniriurn Single 1..lonr. a 1j':■" Nvit.1 by 6'-4 1•41t L4 estafigmEgi5IX, 01.:X 1.5 DitsaiLaiZuf.1.4:1112,;„ Onc, 50 3/ 6 ' ;cy 313 la" h; onc rixccl framc glad nt the top with a clear opening of 49 10 - v-icic. by 34 5/V high.. 2. MATERIAL C1LY 2.1 Wak.g.21X8.tifivAi..iis4.cx.ip.I.:, fdloy 00(6.. r.11 2.2 cylaxium. 2.2.1 c 3/16" nnor.:;ticcl 2.2.2 • faine.m.73 Exterior rIc7 f:olorc.d pdhcsivc bedding compound and rolled aluminum glazing bend. 2.2.3 Ibukr:;1Ut Ori,ctiittz; 23 Er2OSSAILVIP.K 23.1 amt. f altilnitor.o solid, I.:70" Vacc 2" deep x 0.062" ‘v1 thickness, 0.457" intermediate glz:zillg 23.2 ,,buit.lz. ExtnAdecl aluminum solid, 1.357" face x clecn < 0.050" wall thickness, 0.469" intcnnediate f71.1. fIapi md IWO Surcw splines. 2.3.3 ailL, EX111.0c.4 D.11,ITI11110111 "Z." slysipt solid, ..55(' fcc 2 deep x 0.050" wall 11 1.375" interior sill fl3np.c with groove. for -‘,.c.ntlierstrip. Sill has 3.8 degrees sloped outward. 2-3. CA011,21:,...C,W15:1.t.u1P110.11; Cornets nre boti. joined, All frame eomcr, . with 2- 4'10 x 3/4" PH SIAS. 2.4 511.1,12Magl-C-PirsiT' 2.4.1 lignA:, l't face x 0.730" Lcp :A: 0.062 wall thiclutcss, with one screw spline. 2.4.2 aantb,;,, LI-type r1vnnc1 - 1.094" 0.926" dcep x 0.050" wall thickness, with one .469" fin] tvfo oov' or wc,'Itherstrips. 2.43 $i& I 13-trypt:! chntincA, 1.746" ;7:Icc x 0.96" x 0.060" wrili thicknc...ss, with one .469" figns.c„1,71 groulfc for wcnthcrstrip mid : spline% 2.4.4 Eisq.dirmia Extruded hoitw, 1.41.9" filcc. x 1.; 1 ticep x 0.062" wall thickness, with one .469" fitTir - . with two scN 7plineS on ihr: some on thc o p er able. ■ApsnAcl Percz, P.E. Plans -Varniner 1 rrocluct Control Division 2 1 1995 intcgml plAstic Vinyl 1)1111.) Vinyl buro V,il n i)c...=criptiop Spring an(I pulk.y 14,17.1- Metallic c:Irp, I LJLh (. : , Cornr-.17. Au butt op vcnt corners arc SCCI.157:11 vith 1 010 2.4.5 rJ1rUoI 1 1/2" PH WS, T:ottorn vcnt cotpr.:;;; SMS, 2.5 )Yca, therstrippim: Quantity Single Double Single Single Quantity Two Two vilccting, rnil A.1.7.ilt Vent bot:orn 2_ 1 1995 LOC;100P per frame jamb .At vriia lop rail, one rkt 10 5/8' horn h , :pd, looking into cxtrudcd ri ho taxed 2 . 7 EgalaitrX Quantity ' Two 1 5/8^ , .•,(::1) mod' encl.) cncl of siiitzc.scon reminer 2.8 D&11.3.014/Lu None 2.9 Eginkr.gtaltall 230 Skaillnbak.F.allu Fr7nic bead n.wl oil :%caic(i cell foam pad at bottom of cfach jrurib mil or v:i)t. 2.11 Altditis Flriugc typc. 47.ine, Unit 17:. vii111 11/16" hih overall intcrior 5i1l flange. 0) cicnr :01r rci r rd . ) IC 3. LIMITATIONS: 3 . 1 This approval aPPlics to :zinalc Ppplic:ntions only, slio in Scction 10, PRICAL ELEVATION. 3.2 Units with dimensions ou1 o ,sfriallcf than tho....);(: slioNvii in ::::cction 10 hi1l quk.klify Linder this approval. 33 For Design Pressure Ring, :3cc, Scctioil t4,ro1 Pttei, P. Plan E,";,DITI1T/Cr h1,1CA Control 1" 1..)y 1 1/2" op:n P Tog s_t_vs .l;a _erg i ,i010 �� .1' 1 . J Y: _ Fi 1 T 1 E LL r ' n . l 4� R �.. _. (. .fK.P.J�. �.`.1��. :i 7. 1 1995 1_19:13_ 4. INSTALLATION: 4.1 J _I th,oai_oc. tt.mgJk SILL . 410 x t 1/2" FHWS locntcd at a rnfxililtun of 6" from coni rs feud 20" cm:. ,apart. HEADER : #10 1 1/7." FHWS loc-atcd at a roa.xitrlttln of 6" from comers and 20" co.c. apart. JAMBS e 410 x 1 1 „ FHWS unxinnlio of 6'' fwrti corncrs and 16" c 1pTict. Nnt_t: P qty PC ta l 1,121,1 s.3. 4.2 Attachment of sub-bucks shall be designed by the Arc:l.iitcLA or Fri!:iriccr of Rt:cotd, and must be in compliance with the South Florida l.lttilding Code, 43 For rctrOfit installraliaia_s tuba' flits existing buck is lc,;b t1tP,n the. requited 2" nominal; use concrete screws (masonry anchor..) instead of the 't';ttiencrs rltio`rc, the . siiair , iili`urt and diameter and an appropriate length to 1,o through the busk and pcneust'- ^t lcist 1 1 /4" itnto the masonry stricture. 4.4 Fasteners must hav' their owu Hotirc of Accer.afInce and l ;ii =�,t �,,, i? �ti (7; of stainless ' ;tecl or have adequate protection F 'nitist CorrusiOn, 1)er 5001g. Altunitlittla curls ; ttzctrls not considered compatible shall br, pr �' ' °li} latza.rc,tcil. 5. IIDENTIIF6t ATJ( ;: 5.1 Each unit shall b = n permanCiil inhoi "Jifli IhC logo, city, "atC !arid fofowing statement: "Dade Counlv I't ()duet Control 1\ 6. USE 6.1 Application for 1.,tiidriin,g permit Ali ^1l l r_ tt �cotxiplricd h)r t :ro coi of the follotivit;1;: 6-1.1 This 1 of As:c'el ti 6.1.2 Completely dimensioned drawing showing size rased location, including height above grade of opening to re.etivc Window, MOH rl roof height, length n.nd width of building. 6.1.3 Manufr cttarer's installation instructions. 6.2 A copy of this appr vr1 ss well es the inant,factuwcr's i6stsa.11sation instructions shall be provided to the permit applicant by the manufacturer or his distributors 01'id shall be available for impections at that jobsite at all times. 63 The Building Off ci d :511111 cns.urc the adequacy of the. window to r. the pros utc requirement of the opening in which it is to to insta+ilcd. 6.4 119,1s1, The inst ..F ration sil film ntrait , ,vll1 re ioaii-,_ r 3,txt -t- s_P.nac, rl:01.- ,:.:;.ivo: system. ( 10 'crex, P.r . Plena% Pxa'niner 11 Control Division WATER RESISTANCE (1}$P) TM E547/E331 Pr r l A 202 - 94 FORM STATI'1C Al PRESSU1Zl:: TEST FBC PA 202 -94 I'OSITIVI FORM STATIC AIR PRESSURE `ki.'s FBC PA 207 -94 ICGA.TJVE ORCED- E1'dT RESISTANCE (FE R) 1302.5 -76 1 Des4 . Pressure Rating (Positive) .Design Pressure Totting (Negative) lip 1 ' , 11 . 00}::. A P , isj. CE No. N .0 !1 CSN 9 1-55.3'; 2.7 t'.'; a +61.n 1)4;1: -61.8 l'ra• 7. TESTS PEI €.FOR r l?' : �.: I �_..� a " ,.4 1�, y, k�kLSIGNI Spy bra b� AIR INFILTRATION 0"). 1.57 PSI' 0.26 CFM/F - I' TM E283 ( <0.15 . :Fir iFT Pcr P 202 -94 _ �2 i 19.9,5_ +55.33 -61.80 PSV B. EVIDENCE SUP.i.?1'rrE» 8.R 1E511,1 8.1.1 Tcst rc .ic : oo 1) Air 1niiiitrAtion 1 cSt ncr PA 2012"94. 2) Unifo7rn Str+.tic Air Prcmzc 'i c.st, Loading per PA 202 3) W;,tcr Resistance 'l cr,t, L"4r PA 202.91. 4) I orr, ;d Entry 1 i t:an {:c: Tc;r i A.A.P A 1302.5 -76 r id PA 202 -94. Along ritll f'+ iiisLallnuon ciiagrtun of ma,luininnin window prcparcd by Fcncstration Testing Laboratory, I11C. i FTL -11 39 dated 1\4r.zch 7.7, 1995 (R —i d a -1 `i -95) signori And sealed by Yamil G. I;1+r i, P.E. TiCaningl 8.2.1 Mnnuf ^c . cr's dt : (.111..4 w n Pi SCc4101: , 8.2.2 Assembly firiwing of Scrtr..:: .;'i17-r.t 1 Of I. Z33 raitAnlirM5,1 3.3.1 Comp r i v pr':1)717 :(1, rnj1 c1 ^c1 6-2-95 by for Vinyl Tech/P.G.T. Ar7 ' 11tase iy, I'. • (. nr }+gel Percy., P.E. Platy :x ?.ruiner 11 I'Ur ct Control Division • c l;o"1o�� - ! `1��_�� / /\{�{�� 7 ��(��_ w nu Irt 5444w= zt4Tm, thSFT , ~�- ; //| � - l'.y/,\ |�[��1o.�_�j�\�0�| 2 1 1U 1 ~ .._==�+_� r r�-+ ------ ].� ]> 110 1_11 [ 0� | | L --- ---_i --'--- | ' i ' !'__ ' , _'- ___~-_' -- . __ � . / 1 1 / | _ --__-__-----_- _ / | i | ( � - | / _�. / 1 | ' ----'-' -| | l ] . - _`�_ � � . . . . / � . / / / . . / . / / ' � -_'c---__� .-- '-^--'--/---- / ^ / / c �.� - �- ' — . ` . ` '-_ . / ' / | — ' I -- --T--� _____ «m ---�--'| ----\--'' [ ---- ] +' ^�+*=� /m _ .- .- -.___-_^_-______� ~°~~~~~ ' - � �_— �---____-�— -_ ' � --- - L---- / ----,&.--57.0/0 ' F —�— | | L./ -7------"- / ��. - _L� _-!—_.-�,�. ^ ~~* , � -- \ '- I [ . - • 1..t.11 . .^�� --...-1 ^— ''' --, -`- ^ _ ... 1 . . �---'_--- I. | 1 / ~- 7.--- '--------,----''-' ' .` �~.�^~~ _ - ' r,~_,mVHOT L' • -�--- � --`-------------------'—' --------' --- [----- � 7 - \ ! | --- 'i. - / - i '| - -L �� '~ ` � . . . . � ` / ' / / ' . / ` ' � | �— ' . ~ ' ----' ~--- •— / '— ----- — — -.�'——��— . � . . . . . �.?•^1 / _, .-` _ ,m oor, xn^�� *mfbczti44 ^~T1 p� Pc[ez, P.E. Pi s Examiner II Control Division E.E.Q&LC.5.511. , ' CA045,71_Cci';'; 101 ‘ ,, :\;: 10. TYPICAL IELLW • :r •,;;_ No, *) 7 Ur; 1., Q3 • .• 1,9cri Pcrcz., P.E. Pia ;Narnincr 11 Control Divif:1011 i'TAHCr NU.: Q.l. JU i f :r � c; :i;.t1E_� : :1 .t,A,i� :. ;is:l, ?X ►_�l_q�1 }.� ),�u 1I'1 1 z 1. Renewal of this Acceptance tance (tpproval) shall tt considered :+ftcr n renewed r has been filed and the original submitted documerumion, including test supporting drur., cs'cr+rtr_s:rinl' locum nt;,, are no older than right (3) years. 2. Any and all appr vr:t' rroduczc °hall le p mirnriitiy l .ir.t, with t -4 + ^. rnnrta;rr:tttrcr's name, city, state, and the following StAtCmr'rar: 'Park Count I';ociort L..nntrpl I'.ppro , or ?.t hr:6:i : : ctn(ctl in the - occific conditions this Acceptance. �. Renewals of Aeceptrncc will not be conzi•.irr ^-d if: a) There hr• c been a ch=ange in the Florida f'nilding Costa nffec:tinp, the evaluation of this F+ nc t and the product is AN in (rompiimncc ,Pith dtr ct, <ac chr:ngcs; b) Th pm is no longer thc aim= pr duct (identical) P$ the Oar originally ttppr ^Verse: C) ff the Accrpt.:ance holcirr has not complied with nil the requircme:net of this r:cccpts+nec, ineltaClin^ tie? correct installntictn of the proc}ur ; d) The rnrinecr who originn.liy prclazurtl. signr.tl ;nit `'°nl*(i the rciptiirr.d documentation initipll•• submitted , is no lonper practicing the cngincrring pro(es.ion. 4. Any revision or change in the mate=rials, ass, and/or trtanufrcture of the product or process shall nutornnticslly l'e cause for termination of this Acceptance, unless prior written approve' has b•°n requested (through the filing of reviSiot} v<tth npproprint: fr; ^) a'd gt: rtes/ l`y ihls ciff't'^ Any ltok 'r� Oils 1 >. Ars Of the fotlo : ^. °i:s 11 �, r s,uncfs for r- -tnovrl of shi cc:c +tnr':; g) Unsr_tt'-t perforrrt>+tnnr. .: i this product or pr< :est.: r p ny prc"h ct, for r ICs a dvcni. ;rig or b) Misuse of this ACGC i= :nC f, Ri Fn rrltl( ?r';�tlf:rlt ° +I i� r` n . t ."ar ty other j tal ° ' • 6. The Notice of Aceeptance nurnbtr preceded by the worr>l.c Dale (or,,nty, Florida, and followed by the expiration date may be displayed in advertising liter turc. If iriy portion of the Notice of Acceptance is displayed, then it shaall be • done in its entirety. 7. A copy of this Act;c:ptence as eves/ ns 21pprov rI all othcr doentimo where it Applies, shall be provided to the user by the manufacturer or its distribstto; s P.nrl shall le‘ rvailnt'ir. (r, >r in-;•^ction nt the job site at all times. 'IN. copies need not l,, c :decl by the r:np.inrrr, &. Failure to comply wr'ith any section of thi Acceptance stint) lt^, mite for letrtinAtion and rcmovt;i of Acceptance. 9, This Atceptancf: ?" ahif ; pngcs 1, 2, 2(n) thrt 2(n) n 1 thk Ifcst lo!ze a. 10. Unless specifcn{1y Fndirnted in the Acceptance (Approval), this unit is tap proved srs n single unit instnllsttion, For multiple installation of is unit, a frcpnt tc Acceptance for mullions is requir ^d from the Product Controi Section. 11. The spacing or fart' +tees tat windot.Y sills stroll ba au tcstecl. i he ping of fn'.teners in nll other parts of the frnmc, shall be as teed, but in no Bose shred er. :end 24" on center. The first fn truer shnil be located rata maximum of 6" from arch Muter Patti mullion pr stile. Fastener Anil fully ptnetrIte the buck, t.ihich shall be the name size as the one teal with the unit_ i'lo wood or piactic spielers or pins %hall tea a .ad for anchoring. See section four (4) of this approval for tsiae or = tcn�rn tits• in tPttirbR. 12, Hardware for nll v, ;,:rsrir) „ - +, and doors alt° Il , i'r 'nrl to . ':c..n 0 Fats r C;1 r” tt e= ntry Prevt'ntion. Ch'f ter 36 of th' South Florida Buildin*� } Mr.:at..l Perez, P.E. crone Ps< „it Control f.)ivi:,it'n ntnincr Ii 200 00 60.-00 7.; a 1? 23 25.34;1 Solid I.b•cts t Krgt:Iirtrt tgY PIttivre. • I a ... . ---tiespy.....a„; I '', 7. .X 7-.7 — . ■ ....".„..„.... i .13.......,,-.--.0 I I ! ...7,,a..,,777-2,==-77- 1 '''''''''''''''''': ::■.. 4. .... I 7 `..a...,.. I ... ',.. .. 1 I....... ^... ............ r...... 4 I r , . ! i ■ ........„, . I .e.n. i 1 i I : ''''.•-•, / 1 ■ - 1 1 1 'I .-.,... •-,......,) ' S. ........ : I • --. ,,......._,_ 3 ..... ! ,.....„, .. 1 • • •I. - 7.410, ■■•• , ;az 1 1 1 ■ ; 1 i I I I I i I 1 1 1 1 1 ■ + 1 t I 1 , 1 i 1 i 1 i 1 i ! I i .. , , • i i i , I I 4 1 ;a :-3./•el ■ . . ,_ ........, ; ; -",,.... -.......„ 1 ...,:,.., J 74•••••: \ , \ i • .., : ::::,:';.:.-•6 r. 1 '7. E. S:rx, DgrL irz, 12Z SW 122 V3.. 1+ FL 301 ± ; 1 125 :d se•si dara End cam pike cidysis aus rettEctzred, pprorc& old cenicled by 3 Flomia regksiteptdenginetv than sirs & wait chtris An • colt tre per Mak County formica sr,t1 1.pctinr.zi J c_n•r...:-tr - .r+/ .1:-:;•:;:. :i. 1 ;"•:-;:;?..: :1; T Pr( 11 g I ill MAY 19 '97 14:04 FROM YALE OGRON MFG PAGE.001 • • "^ RifiTRUD DE PRODUCT CONTROL, N6 Yale Ogron Manufacturing Co. 671 West 18 Street Hialeah FL 33010 e if METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING Your application for Product Approval of: Series "800" Aluminum Awning Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, for listing see Section 8 of this Notice of Acceptance. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control'testing. If this product or material fails to perfortn in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re evaluate this product or material should any ammcndments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the .the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 0515.13 (Revises No.: 93- 1026.03) Expires: 12 /07/98 Approved:12 /07/95 - BUILDING COD@ COMPLIANCE OFFICE 7 e 9 (� �/ METRO-DADE FLAGLER BUILDING <;y24- f G S u$ 13 140 WEST Ft.AGLER STREET • SUITE 13 CE OF ACCEPTANCE. MIAMI FLORIDA 33130-1563 (305) 375.2901 // 4 FAX (305) 375-2908 y PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 3726339 Rau Rod •iguez Product Control Supervisor THIS IS THE COVE SEE ADDITIONAL, PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County MAY 19 '97 14:05 FROM YALE OGRON MFG Y1e Ogron Manufacturing . • • NOTICE OF ACCEJ TANCE: SPY.S1 1C CONDU1 Yom' 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum awning window designed to comply with the South Florida Building Code, I994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series "800" Aluminum Awning Window. 1.3 Overall Size 4' - 5 1/8" wide by 6' - 2 1/4" high by 1 7/8" deep 1.4 Configuration 1.5 No; &.Size of Vents: Six; bottom five, each 52 3/16" x 12 3/4 "; top, 52 3'/16" x 12 518 ". 2. MATgRIAL CHARACTERISTICS �.I Frame and Sash Material: Aluminum alloy 6063 -T6. 2.2 Glazing 2.2.1 Glazing 1Vlakprial: Double strength annealed glass. 2.2.2 Glazing Method: Exterior glazed using adhesive bedding compound and aluminum glazing bead. 2.3 Sash Construction; 23.1 Stiles: Consist of a vent side of unequal legs, 1.312" exterior face, 0.344" interior face 1.00" deep and .062" wall thickness aluminum extrusion. 2.3.2 Rails: Consist of a vent top 0.855" face by 1.00" deep and .062" wallkhickness aluminum extrusion. Bottom vent 0.937" face by 1.00" deep and .062" wall thickness aluminum extrusion. 2.4 Frame Construction: 2.4.1 Head: 2.014" face by 1.875" deep and .062" wall thickness aluminum channel shaped extrusion. 2.4.2 Jambsi 1.968" by 1.875" deep and .062" wall thickness extruded aluminum. 2.4.3 Sili: 1.968" face by 1.937" deep and .062" wall thickness, extruded aluminum. 2 PAGE .002 ACCEPTANCE No.: 95- 0515.13 • APPROVF,I) : DEC 0 7 1995 EXPIRES : DEC 0 7 1998 717 Mawel Pere„ P.E. a.ns Examiner II Product Control Division MAY 19 '97 14:06 FROM YALE OGRON MFG PAGE .003 ; Yale `` g.rpn ,. M anufactujing_Co 2.5 Weatherstripping; Quantity Double Single rail. 2.6 , dwarc: Quantity One One 4. INSTALLATION: 4.1 ;ws and Method of Attachment Note: Please see note #11. Page 3 NOTICE OF ACCEPTANCE: Description Vinyl Bulb Vinyl Bulb Description) Roto Operator Automatic metallic hook lock 0.215" x 1/2" metallic pin ACCEPTANCE No.: 95- 0515.13 APPROVED EXPIRES SPECIFIC CONDITIONS DEC 0 7 1995 DEC 07 1998 Location Frame head. Each (ratite jamb. sill and vent top Location Lower left frame corner. France jamb, each side of each vent. 7 1/4" from bottom of each vent. One 2.7 Wecpholes: None 2.8'Muntins: None 2.4 Reinforcement; Nonc 2:10E Additional Despipii i 1 1/2" high overall interior sill flange used. Optional sill is 2 3/8" high. Flange type frame. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating see Section 7. • SILL : Three, #10 x 1" PI'I SMS located 4 1/2" from comers and 22 1/8" o.c. maximum. HEADER: Three, #10 x 1" PH SMS located4 1 /2" from corners and 22 1/8" o.c. maximum. JAMBS : Four, #10 x 1" PHSMS located 4 1/2" from comer and 24" o.c. maximum. Ma el Perez, P.E. PI is Examiner li Product Control Division MAY 19 '97 14:06 FROM YALE OGRON MFG PAGE .004 %Y.it a Ogroix Manufacturing Co ACCEPTANCE Nu.: 95 - 0515.13 2b APPROVED M DEC 0 7 1995 EXPIRES DEC 0 7 1998 NOTICE OF ACCEPTANCE: SPECIFIC CO;N_DJI1ONS 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and tnust be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal: use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting, metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo. city. state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Iuilding Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 This approval revises Notice of Acceptance No. 93- 1026.03 dated December 6, 1993. 6.5 Note: The installation of this unit will require a hurricane protective system. el Perez, P.E. ��1' s Examiner 11 Product Control Division TEST RESULTS DESIGN LOADS AIR INFILTRATION a 1.57 PSF (15 MI'H) ASTM E283 (0.37 cFM / /FT') 0.24 C:FMNI-i'' M • 15 7 09 - -- WATER RESISTANCE (PSF) 1 1/2" high overall sill ASTIvt C547/E33 I ' 7.60 I'SF MFI,• 1 5709 +50.67 PSF MTL. 15709 WATER RESISTANCE (PSF) Optional 2 3/8" high overall sill ASTM t547/E331 +8.30 PSF Mm- -15709 +55.34 PSF MTL -15709 UNIFORM STATIC PRESSURE FULL TEST LOAD ASTM F.330 POSITIVE 476.0 I'SF MTL -15709 4-50.67 PSF MTL -15709 UNIFORM STATIC PRESSURE t-ULL LOAD ASTM E330 NEGATIVE -76.0 PSI: • NUF1 - 15709 .50.67 NSF ,\rrl.. -15709 FORCED - Ell - MY RESISTANCE (FER) AAMA 1302.5 -76 Num. 1 5709 - -•--- ..... Design Pressure Rating (Positive) +50.67 PSF Design Pressure Rating (Negative) -50.67 PSF MAY 19 '97 14:07 FROM YALE OGRON MFG -Yale Ogron Manufacturing Co, • 7. TESTS PERFORMED -2c- PAGE.005 ACCEPTANCE Nu.: 15.13 Ar PROVED : DEC 0 7 1995 EXPIRES : DEC 0 7 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS . 8, EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, ASTM E283 2) Uniform Static Air Pressure Test, Loading per ASTM. E330 3) Water Resistance Test, per ASTM L547/1r33 I 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an aluminum awning window prepared by Miami Testing Laboratory, Report No. M'I'L -15709 dated 8/18/93, reissued 9/9/93, signed and scaled by John C. Olsen, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Comparative Analysis for Yale Ogron Manufacturing Company, by A1 - Farooq Corporation dated 9- 25 -95, signed and sealed by 1 Farooq, P.E., September 26, 1995. Man - I Perez, A.E. P1 Product Control Division Examiner 11 WITH VERTICAL MUNTINS WINDOW DIMENSIONS DESIGN LOAD - I'SF WIDTH (inches) HEIGHT (inches) EXTERIOR INTERIOR 19 1/8 179.3 179.3 26 1/2 � Vents) 113.2 113.2 37 (2 74.2 74.2 53 1/8 48 48 19 1/8 180.7 180.7 26 1/2 38 3/8 (3 Vents) 114.4 114.2 37 75.2 75.2 53 1/8 49.1 49.1 19 1/8 50 5/8 (4 Vents) 181.7 181.7 26 1/2 115.3 115.3 37 75.8 75.8 53 1/8 49.6 /'9.6 19 1/8 182.1 182.1 26 1/2 63 115.6 115.6 37 (5 Vents) 76.1 76.1 53 1/8 49.6 49.6 19 1/8 183.8 183.8 261/2 741/4 Vents) 117.1 177.1 37 (6 77.2 77.2 53 1/8 50.7 50.7 MAY 19 '97 14:08 FROM YALE OGRON MFG PAGE .00B re Yale'Oprvn najufacturing Co. • 9. COMPARATIVE ANALYSIS: ACCEPTANCE No.: 95- 0515.13 APPROVED : DEC 1) 7 1995 EXPIRES : DEC . 0 7 1998 NOTICE OF ACCF.P3j N ; SPECIFIC CONDITIONS -2d- Ma ' el Perez, P.E. P1a fL Examiner 11 Product Control Division .MAY 19 '97 14:08 FROM YALE OGRON MFG Yale QQron Manufacturing Co. 10. TYPICAL ELEVATION: ACCEPTANCE No.: APPROVED EXI'11ZES Js_ CLOF ACCEPTANCE• S1'F,S,1��C (:'ONDITION.S -2e- PAGE .007 95-0115.1,1_ DEC 0 7 1995 DECO 7 1998 Manuel Perez, P.E. Plat Product Control Division xaminer II r ! /- ....f ti� `- r --, +� r _ _ 4 � ,,` - -- r r ---. .MAY 19 '97 14:08 FROM YALE OGRON MFG Yale QQron Manufacturing Co. 10. TYPICAL ELEVATION: ACCEPTANCE No.: APPROVED EXI'11ZES Js_ CLOF ACCEPTANCE• S1'F,S,1��C (:'ONDITION.S -2e- PAGE .007 95-0115.1,1_ DEC 0 7 1995 DECO 7 1998 Manuel Perez, P.E. Plat Product Control Division xaminer II MAY 19 '97. 14:09 FROM YALE OGRON MFG Yale OzronpVia -lnp Co. •II 1 w END OF THIS ACCEPTANCE -3- PAGE.009 ACCEPTANCE NO.: 95- 0515.13 APPROVE') DEC 0 7 1995 : DEC 0 7 1998 EXPIRES N.2�1C QE.Q.C.EXIACY.C,F ,....SI .N.1) C. 1) "I'�SL 1..Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and thc original submitted documentation, including test supporting data. engineering documents. are no older than eight (3) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed thc required documentation initially submitted • is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or . manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the tiling of a revision application with appropriate fee) and granted by th office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County. Florida and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors <rnd shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(e) and this last page 3. tc 1 & 1 nl a p 1 t'.: laz d , cola 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum 01 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shalt he the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of Fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter Florida Building Code. of the South Man. -I Perez, P.E. Plans E iner 1I Product Control Division METAO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE ABC American Blinds Center, Inc. 5421 N NV 161 ST Hialeah FL 33014 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Aluminum Accordion Type Shutters under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be, valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this "product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1220.01 (supersedes No.: 93- 0707.02) Expires:10 /04/96 Raul Rodriguez Product Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 03/02/95 -1- CONDITIONS BUILDING CODE COMMITTEE Ls anger, Director Building Code Compliance Dept. Metropolitan Dade County ABC American Blinds Center. Inc. ACCEPTANCE NO.: 94- 1220.01 APPROVED . 0 ? 1995 EXPIRES : October 04, 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIITION 1.1 This approves an aluminum accordion type shutter designed to comply with the South Florida Building Code "Impact Test" requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1 Main blade is 5.00" x .062" thick, constructed as indicated on approved Dwg. No. 94 -242, Sheet 1 of 8, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of • the components, all shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be #14 x 3" Sheet Metal Screws made of stainless steel. 2.3 Tested specimens: Dimensions: 39" x 108 "; 48" x 120 "; 39" x 60 "; 48" x 108 "; 39" x 90 "; 39" x 144" 3. LIMITATIONS 3.1 Maximum blade heieht or span: 144" or less. See Span "L" Schedules on Tilteco Dwg. No. 94 -242, Sheets 6 and 7 of 8. 3.2 Minimum separation between glass to be protected and shutter: 2" or more. See Charts and Table 1 on Tilteco Dwg. No. 94 -242, Sheets 6 and 7 of 8. 3.3 Special requirement: 3.3.1 A maximum of 0.250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 Locking rods shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position during hurricane warning. 3.3.3 Two additional Lockers (one at top and one at bottom, each at 12" from midspan) must be installed. Either the Inside Locker "J" consisting of one 1" x 2" x 1/8" x 3 7/8" long aluminum angle secured from the inside with two I/4 " -20 SS Thumbscrews OR the Outside Locker "K" consisting of two 1/2" x 2 3/4" x 1/8" x 4" long aluminum angles securing both mating center mates from the outside with a 1/4 " -20 thru bolt and washered wingnut. 4. INSTALLATION 4.1 .. The panels shall be installed in the following conditions: 4.1.1 Wall Mount Every fourth blade hangs from a set double rollers mounted in a stainless steel roller housing that glide on the track of the Wall Mount Header (Part A). Every blade has a pin at the top and bottom consisting of a rl4 x 3" long series 410 -HT stainless steel and a 1/2" diam. x 3/4" long nylon bushing that slides on either side of the Wall Mount Header (Part A), which is also used as the sill turned upside down, both are anchored directly to the wall, as shown in Section A "Wall Mounting Installation" on Dwg. No. 94 -242, Sheet 2 of 8 bearing the Dade County Product Control approval stamp. 4.1.2 Built Out Condition The 2 -piece header consists of a Ceiling Header (Part B) attached, using 1/4 " -20 SS bolt -2- Man I Perez, P.E. Plans Examiner II Product Control Division ABC American Blinds Center. Inc. ACCEPTANCE NO.: 94 1220.01 - 2a- APPROVED EXPIRES Man - 1 Perez, P.E. Plans Examiner I1 Product Control Division 1@ 0 2 1995 : October 04. 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS with nut & washer or #12 x 3/4" tek screws @ 6" o.c., to a 2 1/4" x 7 3/4" x 1/4 ", or a 2" x 3 ", 4" or 5" x 1 /8" aluminum angle. The 3 -piece sill consists of the Sill Adaptor (Parts D or D 1) and the Sill (Parts C or Cl) fastened together with two (front and back) #12 x 3/4" tek screws @ 3 -1/2" o.c. where the Sill Adaptor is attached to the aluminum angle, as in the head condition, with 1/4 " -20 SS bolt with nut & washer or #12 x 3/4" tek screws @ 6" o.c., The angles are anchored to the substrate using the appropriate anchors as shown in General Note 7 on sheet 1 of 8, spaced as shown on the schedule on sheet 8 of 8, and installed as shown in Sections C and C1 "Wall Mounting Installation (Offset)" on Dwg. No. 94 - 242, Sheets 2 and 3 of 8 bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling & Floor Mount In this mounting arrangement, the Ceiling Header (Part B) is anchored directly to the underside of a poured concrete lintel; and the sill assembly, a 2 -piece sill consisting of the Sill Adaptor (Parts D or DI) and the Sill (Parts C or CI) fastened together with two (front and back) 412 x 3/4" tek screws @ 3 -1/2" o.c. is anchored to a poured concrete slab or bulkhead as shown in Section B "Ceiling & Floor Mounting Installation" on Dwg. No. 94 -242, Sheet 2 of 8 bearing the Dade County Product Control approval stamp. 4.1.4 Anv combination of the above. 4.2 Anchorage of the shutters shall be to concrete, masonry and /or wood framing and shall consist of only the anchors specified on Dwg. No. 94 -242, Sheets 1 through 8 of 8. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. ®ENTUFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 A warning note must be permanently attached on a visible place instructing the tenant or homeowner that all locking pins, as well as both lockers must be properly installed and bolted during periods of hurricane warning. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.12 Completely dimensioned Dwg. showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved Dwg. No. 94 -242, Sheets 1 through 8 of 8, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (48" x 108" Span) Center mate SATISFACTORY KETI- 94 -326b Max.. 2.25" 4.9' CYCLIC WIND PRESSURE TEST SFBC PA 201 -94 (39" x 90" Span) SATISFACTORY HETI -94 -326b Max. 1.90" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (39" x 108" Span) Center mate SATISFACTORY HETI- 94 -326b Max. 2.23" 3.57 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (39" x 144" Span) . Center mate SATISFACTORY KETI -94 -326b Max. 3.00" 4.00" CYCLIC WIND PRESSURE TEST SFBC PA 201 -94 Positive (48" x 108" Span) +133 PSF HETI -94 -326b +102 PSF HETI -94 -326b CYCLIC WIND PRESSURE TEST SFBC PA 201 -94 Negative (48" x 108" Span) -246 PSF HETI -94 -326b -189 PSF HETI- 94 -326b CYCLIC WIND PRESSURE TEST SFBC PA 201 -94 Positive (39" x 108" Span) +133 PSF HETI -94 -326b +102 PSF HETI -94 -326b CYCLIC WIND PRESSURE TEST SFBC PA 201 -94 Negative (39" x 108" Span) -282 PSF HETI- 94 -326b -217 PSF HETI -94 -326b UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 Positive (39" x 108" Span) +154 PSF HETI- 94 -324b +102 PSF HETI- 9.3 -324b @ Design 2.16" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 Negative (39" x 108" Span) -300 PSF HETI- 94 -324b -200 PSF HETI- 94 -324b UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 Negative (48" x 120" Span) -250 PSF HETI- 9.3 -324b -166.6 PSF HETI- 94 -324b UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 Negative (39" x 60" Span) -550 PSF HETI- 94 -324b -366 PSF HETI- 94 -324b DESIGN PRESSURE RATING +102 PSF -102 PSF For Comparative Analysis Results See Span Schedules On Pages 6 And 7 Of 8. ABC American Blinds Center, Inc. ACCEPTANCE NO.: 94- 1220.01 APPROVED EXPIRES : October 04, 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: 2b - RESULTS: mAR 0 2 1995 Man 1 Perez, P.E. Plans Examiner II Product Control Division ABC American Blinds Center, Inc. ACCEPTANCE NO.: 94- 1220.01 - 2c - APPROVED y�0?1995 EXPIRES : October 04, 1996 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test of "Accordion Shutter ", prepared by Hurricane Engineering & Testing, Inc., Report No.HETI- 94 -324b, dated 10/03/94, signed and sealed by Hector M. Medina, Y.E. 8.1.2 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Accordion Shutter ", prepared by Hurricane Engineering & Testing, Inc., Report No.HETI- 94 -326b, dated 10/04/94, signed and sealed by Hector M. Medina, P.E. 8.2 Drawings: 8.2.1 Drawing No. 94 -242 , Sheets 1 through 8 of 8, prepared by Tilteco Inc., dated 09/19/94 and 10/17/94, revision dated 02/08/95, signed and sealed by Walter A. Tillit, Jr., P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by Easco Aluminum dated 09/01/94 with chemical composition and mechanical properties of blade, die drawing No. 838735, for aluminum alloy 6063 -T6. 8.3.2 Tensile Test Report No. HETI- 94 -T34b, prepared by Hurricane Engineering & Testing Inc. dated 10/12/94, signed and sealed by Hector M. Medina, P.E. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations dated 12/01/94, pages 1 to 23 of 23, prepared by Tilteco Inc., signed and sealed by Walter A. Tillit, Jr., P.E. Man I Perez, P.E. Plans Examiner II Product Control Division ABC American Blinds Center, Inc. ACCEPTANCE NO.: 94- 1220.01 • APPROVED - 3 - 0 'Z 1995 EXPIRES : October 04, 1996 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this approval as well as approved drawings and other documents shall be provided to the applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Man - Perez, P.E. Plans Examiner II Product Control Division 4I OETA . r - f 257 1.122 3.411" L 2FW 40 3' .957 r 125 tort .093" .25T - .093 Lp44 I5? 093' 015 OP. . 91 (Typ. 2) 1.259' Ulf WALL HEADER L.7D9' CO SILL 2 123 1.938' 1.897 .757 L794' 4 300 3.547 125 R (TYR. 2) 3.378 592 2.304 2.037 - 1 DETAIL .587 093" 67 R. fF R CH) MALE LOCK SLAT 9 g-/22 0, o DETAIL "A" HEADER D© SILL ADAPTOR 1 Ft LT_ ; © BLADE 2.240 I + -t 34t .531' 10 .655 S OU ,435 .�3 LIJB7- --°'J� 1.995' .04r4. 2.87o- 2.036 4.009 IO FEMALE LOCK SLAT © CEILING HEADER 3-4!16" D15 DP + 90 .010 R.+ .010 OP 143 m I` n � .o7Y 2.061' --1 . D. T o. 563' -597' 180° STARTER 3 76 6 GENERAL NOTES: 1 STANDARD ACCOPLAON SHUTTER HAS BEEN DESIGNED N ACCORCWCE W11-. THE LYRE OiUNTY, 19tA9 EDrT9D+ OF THE SOUTH FLORIDA BUILDNG CODE. WFr4 THE 92' d 93' REv1SIONS, AND THE 1994 BROWARO COUNTY [MOON Of THE SOUTH FLORIDA BUILDING CODE. WINO VELOCrTi CONSIDERED IS 110 n'.p,h. IMPORTANCE ACTOR IS 1.05. COASTAL ZONE WIND LOADS DETERMINED FOR EXPOSURE lY FOR BULDNGS WTTH MEAN ROOF HEIGHT OVER 60' -U ONLY. AND FOR EXPOSURE 'C FDR BULDINGS FOR MEAN ROOF I-4EICT EXUAL OR LESS 11011 60'-4 NON COA3W. ZONE wND LOADS DETCR1.811ED FOR EY.POSU RE 'C", AS PEOLIIR ED BY ASCE. 7 -66. IMPACT RES51AN1 ACCORDION SHUTTER'S ADEOLMCY FOR IMPACT AND FAD3UE RESISTANCE ALAS BEEN MERITED N ACCORDANCE *TN SECTIONS 2315 & 2314 RESPECTNELX OF THE AMYYJE MENTIONED CODE. 2. STNT: ESS STEEL SHEET META SCREWS USED AT LOWER PN SHALL BE / 14 . S. 410 -H1 IMM➢NUM SERIES W/ 135.0 NI YIELD PORT & 180.0 tai TENSILE S1RE142TH. SCREWS SHALL BE COATED WITH XY1N1 Y300 SERIES FLUOROPOLYMER COMINGS AS MANUFACTURED BY InUTTORD Co. BOX S07. WEST CHESTER PA 19381. 3. ALL ALUMNUM EXTRUSIONS SHALL BE 8083 -T8 N-LOY UNLESS OWE'RwISE NOTED 4. N1 SCREWS TO BE STAINLESS STEEL 304 OP 318 SERIES 5. ALL ALUMINUM POP RIVETS TO BE SOS2 ALL%4MJIA ALLOY WTTH A-L14MI14U4 MANDREL. 6 BOLTS TO RE 2024 -T4 ALIIMNLIM ALLOT, GALVAN12E0 OR STNNLt3S STEEL WITH 36 kii MINIMUU YIELD POINT. 7. ANCHORS TO WAU. SHALL BE AS FOLLOWS: (UNLESS OTHEAWSE NOTED) (A) TO COSTUC POURED CONCRETE: - I/4" I • 7 TAPCON ACHORS. AS MANUFACTURED BY I. T. W. RAUSEI WfTH LI14114U1.4 E9.41(041(M NTO CONCRETE OF , 1/4" - 1/C I • 1 1/4 OR 1/4 41 • 7 TH NDERWJLS OR RY.WL ZAMAC NNLN. AS MANUFACTURED BY UNFAST INDUSTRIES. INC AND THE RAWI PLUG COMPANY. NC. RCSFECTTYELY. - 1/4 4 • 7/8" STAR 1AMPIN ANCHORS AS MAMAIFACTURED BY STAR EXPANSION. NOTES: A1) 1 1/4- TNUHDERWVLS OR BAWL ZAMAC NAILIN ANCHORS SHALL ONLY BE USID FOR NSTALLATIONS INTO EXPOSED CONCRETE WITH NO STUCCO OR ANY FINISH. USE Y THLPNDE1a4AL5 OR ZAMAC NNLN ANCHORS FOR CA5F3 wHEN STUCCO DSTS. A2) 7/B TAMPIN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMfTED. 1 /4 I -20 SCREWS USED SHALL BE 7 LOA:; MINIMUM SHOULD STUCCO COST. 3 � A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, 017 PAVERS BE rd1N0 ON DIE EXISTING 1 BERN) SUCH PANELS. ANCIORAGE SHALL BE C 1LO1 /C ENOUGH 1 NrULM O YENTIENED .ai5 y, A 1), • 7/8' FOR ANCHORS MENTIONED N 4.2). _g C (8) 1'0 E CONCRETE BLOCK WALL: - I I • 7 TAPCON ANCHORS, AS MANUFACTURED BY I. T. W. RAMSEl. - 1/4 • 7 THUNDL1tNALS OR RAWL ?ADC NAIUN, AS MANUFACTURED BY UNIFAST INDUSTRIES. INC AND THE RAWL PLUG COMPANY. INC. RESPECTNELY. - 1/4 4 X 7/e STAR TAMPIN ANCHORS, AS 14 BY STAR EXPANSION. NOTES: B 1) 44NIMUM EA48EO4ENT OF TAPC04 ANCHORS. THUFDERNALS AND ZAMAC NNUN ANCHORS INTO THE CONCRETE BLOCK WTI SHALL BE 1 1/4 9.2) 7 /3. TAMPN ANCHORS 9MLL BE ENTIRELY DREEDDED INTO THE CONCRETE BLACK (1141. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' l -20 SCREWS USED SHALL BE Y LONG MIHMIJM SHOULD STUCCO EXIST, AN) 1 1/7 MINIMUM FOR WALLS WITH NO STUCCO. 8.3) N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE DUSTING WALL AN110RS SIAM BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELSANCHJRAGE SIwi. BE 1 1/4 YNMUM FOR ANCHORS MENTIONED N B.1). k 7 /8 FOR ANCHORS MENTIONED N 8-2). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) NCINE 0 ON W OOB FRANC JO BUILDINGS (SEE SHEET 5 OF B) NOT COVERED N 1H5 OILING SHALL BE 8. R SHALL BE 141 RESPONSIBILRY OF THE CONTRACTOR TO VERIFY 114E SOUNDNESS OF 191E STRUCTURE 144ERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 9. BLADE ®• AND THE NNUO<LES FOR CE3NTtRM ATT3 ® & ( k STAKT1l C) ARE UNDER 1)41 PATENT OF EASTERN METALS ER'Q�1 10. 1 LABEL SHALL BE ENT PLACED GG STAMP FOP EVERY OPENIN LABEL SHALL DREAD AS RF F a DIE FINALE - ACCORDION SHUTTER' 1\1 �y 4-.,25 ABC HURRICANE SHUTTERS 1 HIALEAH, FLORIDA DAD( COUNTY PRODUCT CONTROL APPROVED, E SILL ADAPTOR L 1.DDD' --I SIDE ELEVATION INSIDE LOCKER # 1 COMPONENTS IL ECO TILLIT TESTING at ENGINEERING COMPANY 8395 N.W. 361E SL. Sts 217. MRC 411 CJJL e_. 0. 33166 PT.,. • (305)871 -1530 To. : (345)171 -1531 WALTER A TILLIT Jr. P. E . FLORIDA LiC.J 441 ACCORDION SHUTTER Ms. to ABC U ACT .4PT4)M COMP American Blinds Center, Inc. d /b /o ABC Hurr$can4 Shu w,rt 2143/94 WRY. M. 5-421 14W. 16111,. St. HIALEAH. FLORIDA 33014 art SCALE 9/19/94 DATE 94 - 242 DRAWING No SHEET 1 01 8 2.410 r D67 1 � f • (Tro 2 ) a , 12SR. I .067 I _ - .077 L -I� FULL 371' -.633 2.03( 3.37Ir © ADJUSTABLE SILL L007 DETAIL A"TyF• 2) I -.1837 561 PLAN DETAIL FULL R. 3.3 3.2 .067 2r Typ R. .125 (Typ. 2) .010 R DI0 DP 3.39 ® ADJUSTABL I/4 • - 20 S. S. THUMBSCRENS © LOCKING PI I.D00-4.1 2.750" J FRONT ELEVA1ION CI OUTSIDE LOCKER # 2 0 POURED COMMIT( PIETA -APED 11 I CONCRETE 'RETIE BLOCK OUIREO 1_ T. \ \ \` \n \ „ SEE SCHEDULE I FOR M14114U14 I SEPARATION TO EXISTING 000R 1 OR WINDOW POURED CONCRETE OR 1 CTE BLOCK WALL Pt OUIRED - / // / / 11 • 1/7 S S. / O S. 11. S. • 8 C. FOR SPANS UP TO 8' -7 / & 0 3 1/ Y FOP PANS / GREAT T14T 8 -0 / \ / / E: l-44 / L ////////// r`/ // ////// ----2. DOT - •- -3.000 Mtn. U CONCRETE N4 CHOPS (SEE SCHEDULER lw S S. S. S. 11. S. M/ 1/2' F • 1' L0IIF. MlOf BUSHING. (Typ. TOP A BOTTOM) o / / CONCRETE ANCHORS (SEE SCHEDULE) WALL MOUNTING INSTALLATION - SECTION A INSTALLATION DETAILS 9141 3/4' 5. S. S. N. S. • •• • C. FOR SPANS UP TO 8' -0 & 0 3 1/7 FOR SPANS GREATER THAN 8' -0 r 2 0 R • E / 14 . 1/7 S. S. 5. N. 5. • S 0. C. FOR SPANS UP TO 8' - & • 3 1/7 FOR SPANS GREATER ThNN 8' -0 POURED REOU 9 14 • 1/2 S. S. S. M. S. 0 0 0. C. FOR SPANS UP TO 8'-0' & 0 3 1 / FOR SPNIS GREATER THAN 8' -0' CONcttTE ANCHORS (SEE 90£DULE) 1/1" • • S S. S. S. M. S. W /1/: • • 3/4 LONG MON BUSHNG (Typ. TOP t BOTTOw) SEE SCHEDULE FOR MINIMUM SEPARATION TO EXISTING 000R OR WINDOW ///////// i - / I 14 It 3/4' S. S. S. 14. S. 0 6' 0. C FOR SPANS UP TO 8'-0 & 0 3 1/7 FOR SPANS GREATER THAN 8' -CF OR w D w w 2 U 1/) w w CONCRETE ANCHORS (SEE SCHEDULE) A I Trn►.I A Tc rI n(Ip ►,4n((tiT INSTAI_I-AT. REMOVABLE FLOOR MOUNTING INSTALLATION f CON'RCIT •+C NOR (SE[ YNQA/LE) POURm cowATE REDUPID : /// / / /// EEE �- - 2.000 • 3.000' lin.-AJ EDGE OF SLAB APPUCABLL 14 Y 3' 5. 5. 5. w S. / 1/2' • . Y LONG N BJSNNG. (Typ. TOP & B0nc11) 14x34 S. S. S. N. 5. 013' O. C. FOR SPANS UP TO 8' - 0' & • 3 1/2' FOR SPANS GREATER THAN 8' -0 EDGE OF SLAB F APPUCABLE CEILING & FLOOR MOUNTING INSTALLATION - SECTION B TYPICAL ELEVATION POURED OP C ON wAU R POURED CONC tETE OR CONCRETE BLOCK / WALL REOLIIRE& _ ANCHORS 4EDULE) /1itT1 NC. TILLJT TESTING t ENGINEERING COMPANY 6595 N 6. 3414 4L. Sta. 217. TONM VRDp6, 11 33166 CONCRETE AN010RS (SCE SC N[ CULL) 7 • S OR 4 OP 5' • .125' or 2 1/4' . 7 3/4" . .230" AAnx ANGLE (6063 -16 ALLOY) 1/1" • -20 S. S. BOLTS 1.007 14x. W /410 & 1 WASHER OR 14 . 3/ S. 5. .,/ 5. S O 6" D. C . ✓//" w 1 /1/7 0 • S. LONG NYLON BUSING. (T TOP & BUTTON) 1 /4' I . S S. S. 5. w. 5. 4'//1/7 3/` LONG NIL BUSHING (Typ. TOP & BOTTOM) ALTERNATE SEE SCHEDULE FOR i ... SEE TO EXISTING I 000909 WINNOW 1 14 x 1/7 5. S. 5. N. S. • 6' 0 C. FOR SPANS UP TO 8' - 0' • • 3 (/7 FOR SPANS I GREATER TT4AN 8' -0 1/4' • 20 5 S 8017 O 6' O. C. W/ NUT & .w...51404 0R 9 11 • 3/ 1.000' M:.. S. W. S. • O. C. 7' .3' OR4' OR 6' ■.125' OR 2 1/4' . 7 3/4 . .257 /Jura. ANGLE (6063 -16 ALLOY) a ALTERNATE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C ACCORDION SHUTTER 2 41 ABC American Blinds Center, Inc. d /N /o ABC NWTloan• SAUH•nn 5421 N.W. 1611 h. SI. HIALLAH. Fb.1do 33014 r 1 .. 1 ars.rTKS. b 1✓ 9 14 • 3/4" 5. S. 5. M. S. 0 6' 0. C. FOR SPANS UP TO B' -0' & 0 3 1/7' FOR SPANS GREATER THAN 8' -0' 9 DADE COUNTY ) yTT SCALE 9/19/94 DATE 94 - 242 DRAWING No FOIX.EP CONCRETE OP r_nrJ'RFTL BLOCE wN L aI0.3 POUREEI OR C01 WALL R CONCRETE Urlrv (SEE SCNFO.'LE) 1/4' • . r S. S. S. N. s. /1 /r• • 5/4' LONG 101..ON BUSHING (1yp. TOP & BOTTOM) CONCRETE . RETE BLOCK OUIPED I \I- r oP • 3" OR r it 3" • .125 A)Urn. TUBE (6063 - T6) Cont. EXISTING 5 /B' WOOD PANEL EXISTING 3/4' FURRING STRIP su SCHEDULE FOR MIN IN UM SEPARATION TO EXISTING DOOR OR WINDOW EXISTING 5 /s- w000 PANEL EXIST INC 3/4' FURRING STRIP 1' x 3 OF Z' x 3" 0R 3" x 3" .125" Alum. TUBE (6063 -16) Cont. CONCRETE ANCHORS (SEE SCHEDULE) * NOTE: NSTALLATION ONLY VMJD FOR MAXIMUM DESIGN PRESSURE RATING OF 70 p. •. 1. AND MAXIMUM SPAN OF 84 ". 14 • 3/4' 5 0. S. 0 1." 0. C. ▪ # 14 . 3" S. S. S. 14. S. W/ 1/7 e • 1' LONG NYLON PUSHING. (Typ. 10P & BOTT ON) / 14 x 3/4" S. N. S. 0 1 r 0. C. * WALL MOUNTING INSTALLATION - SECTION Al POURED OR CONC WALL RE CONCRETE (SEE 5 POURED CONC OR CONCRETE WALL REOU ** Ett BLO BLOCK INSTALLATION DETAILS I SEE SCHEDULE FOR Mln. ✓ SEPARATION TO EXISTING 1 DOOR OR WINDOW 1 8 14 x 3 /4" S. S. S. H. 5. 0 6" 0. C. FOR SPANS UP TO 8' - & 0 3 1/r FOR SPANS I GREATER 11i4.1 8' -0' - SECTION Cl CONCRETE NICNJP3 (SEE SCHEPI. C; 2 1/4" , 7 3/4" w .250' AJum ANGLE (6063 -76 ALLOY) Cont. ALTERNATE / • 14 4 3" S. 5. S. N. 5. W/ 1/7 e ■ 1" LONG NYLON BUsN NG (Typ Top & BOTTOM) 0 p I °o L 1/4.0-20 S. S. BOLT • 6' 1.0041 Min. 0. C. W/ NUT & WASHER OR • 14 x 3 4' S. 14. 5. 0 8" 0. C. oD ORo- ALTERNATE Rol 2 1/4.1 7 3/4' At4GLE (E063 -T6 WALL MOUNTING INSTALLATION * * NOTE: BOTTOM & TOP 2 1/4' x 7 3/4" Mum. ANGLES MAY BE RE LAcED WITH CONCRETE SLAB TOP & 0011014 AS SHOWN ON SECTION B (SEE SHEET 2 OF 8) FOR ROOK /CO UNG MOUNTING INSTALLATION. 1/4' a -20 S 5 BOLTS w/NUT & WASHER 08 14 . 3/4' S. S 5. 14. 5. 0 6" 0. C. 1.000' Min. .250' Alum. ALLOY) Cont. 1/4' e x 3" S. S. S. M. S. W /1 e x 3/ LONG NYLON BUSHING (Typ. TOP & BOTTOM) OFFSET / 14 . 1/2" 5. S. S. ►'. S 0 6" 0. C. FOR SPANS UP TO 8' -0" & 0 3 1/7 FOR SPANS GREATER THAN 8' -0' ILIECO TILLIT TESTING & ENGINEERING COMPANY 1595 N 0. 361h 54 , Sla. 217. NRCINY 04P5045. Fl 33166 PPone (305)!.71 -17.30 . For (305)871 -1531 WALTER A. T1LLP Jr., P. E. ACCORDION SHUTTER ABC American Blinds Center, Inc. d /b /o ABC Hurricane SI,uHar• tio abc $421 )4 W. 181th. 5t. HIALEAH. Florida 33014 •rv. SPECS 1404 Arr. a• 1/21/94 / /z:3 /mss 14SC149'lON M4T DODE COUNTY SCALE 9/19/94 DATE 94 - 242 DRAWING No T 3 `+ 1,0 , 11• ,._ •plc, (E) POLICED CONCRETE . 3/8' c HOLE OP LOCKING BOLT CONCRETE BLOCK WALL REOUIPEO ♦-- SECTION D 3' • S ■ .09E!• OR 7 x 7 x 1/6 Num. TUBE (6063 -T5 ALLOY) 3/16' 0 Ahun. POP RIVETS OR / 14 x 3/4' S. M. S. 0 6 0. C. (Typ.) J / (TOP a BOTTOM) OR (TOP & BOTTOM) C � & C.) 0P Q b OP U OR 03 SECTION D -1 (TOP a BOTTOM) OR (TOP & BOTTOM) ** 1' • 1' • 1/6 Cont. Num.. ANGLE (6063 -T6 ALLO)) („J (TOP & BOTTOM) 4- 3/16'• ALUM. POP RIVETS OR 4 / 14 • 3/4' 5. M. 5. (Typ.) 2 ANCHORS EACH ANGLE (TOP a BOnON) ** SECTION D 3 x T x .090f OR 7 x7x 1 /6' Nun. TUBE POST 7 x7x1 /6'0• -7 ALUM. ANGLE (2 REOtxPED) 6063 -TE ALLOY EDGE OF SLAP ISOMETRIC �TYP AT TOP (CORNER POST) & BOTTOM SLABS) / co•c•c.T .No.0 S r T • 1S 0. C - / / / ,•11 OR OA OP LOCKING BOLT 3/13 • HOLE IL ECO ANC. T1LLIT TESTING t ENGINEERING COMPANY 659.5 N.W. 366. 51. 514. 217. NR7?N c. MS. 1'1. 33166 Phone • (305)671 -1539 To. • (305)671 -1531 POURED CONCRETE OP COTKFETE eic W4LL REOTIPED 1 1/7 • 1 1/:' O4 .� OP 2 3 • OR . i OR . • .25TY Alum. ANGLE (6063 -T6) 3/1 ALUM. POP RIVETS OR / 14 ■ 3/4 5. M. S 5. M. 5 Al P' 0 C. ON AN B 17 0. C. / (TOP & BOTTOM) OR 3.000' c3 Arr. ■C 4t'SC•IPT1714 1 I•TT ATTACHED TO Q &Qi BY MEANS F 2 UNB SCRREA'S ONLY WHEN VSING J LOCKER. 2 ® ATTACHED THRU �( S@ M'/ t /4' 4-20 5. S. SID '4L1. BOLT W/ 7/ WING NUT ONLY WHEN USING LOCKER. POLRiED CONCRETE OR r' CONCRETE BLOCK WALL REQUIRED 1 1////////// 1.000 & BOTTOM) ** ONE SIDED SHUTTER: END CONNECTION DETAIL ACCORDION SHUTTER ABC American Blinds Center, Inc. d /b/o ABC Hur,1cOn4 Shu414r4 5421 N.W. 16110. 51. WALLAH, FLORIDA 33014 4T. •• 1 1/7 • 1 1/2" OR 7. 7 OR 7 . 3 OR 2 ■ 4' OR . ' • .126 OR 2 1/4' ■ 7 3/4' x .250' Alum. ANGLE (0063 -T6) 3/16' • ALUM. POP RIVETS OR 14 . 3/4' S. M. S. 5. M. 5. AT 9 0. C DADE COUNTY OrSCIWITIN SCALE 9/19/94 DATE 94 — 242 DRAWING No EX17.;11IG `MNDOW EXIST R W INDOW J r Ynrd W?ODHEALIR REO'JIF•ED . T 'DNS LAC. SCPE•Y 0 1/ O. t 1 1/7 I. PENETRATONI TO DUSTUP; WOOD HEADER WALL MOUNTING INSTALLATION - SECTION A 1/4' • . S LONG LAG SCREWS O r O. C. W/ 1 1/2' Mln. PENETRATION TO EXISTING WOOD HEADER • 111 .aglial::;:a.1 W00, • 14 0. MAX. REOUR u. 1/4' 0 r S S. S. S. W/ 1/2' 0 x 3/4 LONG NYLON BUSHING (Typ. TOP & BOTTOM) WOOD HEADER REQUIRED SEE SCHEDULE) / 2 x S OR 4 OR 5' x .125' !!f Num. ANGLE (6063 -T6 ALLOY. (2) l / 4' 0 s 1 1/7 LAC SCREWS • 12' 0. C NINES: 1. INSTALLATIONS APE ONLY VALII• FOR P•ALD♦ICS 01TH 'JEAN ROOF HEYH7 LAS OR EQUAL THAN 6C FEET AND E' -0 mos. SHUTTEA SPAN. 2. UUW . r P. 7, TC. BE $?JTHrRt. PINE Nc. 2. SURFACED Dr wr1H IP 2 W. M C. M' SPECIFIC DENSITY OF 0.55. 3. FOP NEA w7 FFAJIE COIL.TRJ•;TION MINX) HOMERS TO BE SOUTHERN Pro No. 2, w/ sFCCFIC DEMSrrY OF 0.55 OR EOWL 1/4' • -20 S. 5. BOLTS • 0'' 0. C. W /MJT & WASHER 32 Nti•r TPLJSKS G 42fER • 24' C C. KO 'FM INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS EXISTING WINUOw 1 /4' 0 • 3' S. S. S. N. S. w/ 1/1' o • 1' LONG NTLON BUSHNG. (T TOP & BOTTOM , 1 1 1 1 1 1 1 1 16 1 111 4 1 1 1044.... . 1.. �• � WOOD 24 0. REOLAR (SEE SCHEDULE) 2' • 5' x 1 /6' (N's..) 6963 -T5 Num. TIRE (Coot.) W/ (2) I/( • x e' LAG SCREWS 0 EACH STUD (111CM'1DTH OF 511A) AND W/ 2• A %% PENETRATION INTO EXISTING STUD. 1/4' 0 x 2 3/4' S S 5. M. S. W/ 1/2' ♦ r 1' LONG NYLON BUSHING. (Typ. TOP & BOTTOM) ExiSINS nbow ALTERNATIVE 1 • j 14 • 3/4' 5. 5. 5 N. S. 0 6' 0. C. (SEE SCHEDULE) 14 • 3/4' 5. 5. 5. v. 5. 00 O. c. \ r I 5 5 5. .. I t.-1 in . O K 0. C. -o Min. 1/4 0 -205. 5. BOLT 0 6 0 C. W/ NUT & WASHER co A 14 x34' S. N. S. 0 8' 0. C. 2'x 2'. 3'. 4. OR5' ..1,2r Num. 4J4GL£ (6063 -TE Num. ALLO() 2" > r . 1/r (4.) 0003 -7s Num. ins4 (Con.) M/ 2) 1/' • . r LAr . xnm / 4 x 3/4' .SIry j 14 . 3/4" S. S. S. N. 5. 0 r 0. C. 1 / 4 • . 3' 5. S. S. M W/ 1/7 e x 3/4' LONG NYLON BUSNnrG (Typ. TOP & BOTTOM) !SEE SCHEDULE) DUSTING WINDOW t'. 2' x 1/8' Num. ANGLE Cont. j 14 x 1/2' S. S. S. N. S.•r 0. C. CEILING & REMOVABLE FLOOR - SECTION B '0 ALTERNATIVE 4 / 1/4' 0 • 1 1/7 LAG SCREWS • r • C. 0/700 TRUSSES OR RATTER • 24' 0. C. REQUIRED , 1' . f r 1/5 (Mn ) 6063-T5 Num. TUBE W/ (2 5 16' ♦ 4' LAG SCREWS TO EACH PU`tETt OR TRUSS. LOCATE SCREWS AT 1.41Dw1DW Or EXISnNC. WOOD 4E1,.BEP. (7 NIn NC WIDTH) W/ 7 14 PENETRATION .600' 1/4' • x3' 5.5. S. N S. W/ 1/7 • • 1' LONG NYLON BUSHIIJG. (Typ. T dr BOTT01.1) `l 0 / 14. 3/4' 5 5 5. M. 5.•6' 2' x r W000 DECK REQUIRED (NO FINISH A11OwCD) MOUNT. INSTALLAT. 1 1 .1 1 1 ftliG NEW P. T. 7 x S Cont. - (2) 1/4' • • 5' LAG SCREWS 0 EACH 511.10 (YEFWrTH Or STUD) AND W/ 2' 41n. PENETRATION INTO 5T110 .--/ 14 x 1 /2" 5. 5. S. M. 5.0 r 0. C. Min. 7 x2' .5 . 4•.OR5' .125' Num. ANGLE (6063 -06 Alum ALL01') L E C O INS. WITH 1 14 . 1 1/7 LAC SCRCAS • r 0. C. 1/4' 0 . 3' S. 5. 5. M. 5. W/ 1/2' • r 3/4 Lot1G NYLON BUSHING (Typ. TOP • 130TT0M) j 14 • 1/7 5. u. 5. 0 r 0. C wl6»E THERE 5 AN EXISTING WAIL BEHIND \ • 14 ■ 1/2' S. M. 5. O 6' O. C. FOR NOR14A1 INSTALLATIONS. 1/4' I • 1 1/2 LONG LAG SCREWS O 6' 0. C CEILING Sc FLOOR SECTION B + 14 . 3/4' S. S . S. M. S. 0 6' 0. C. 1/4' 0 S. 5. BOLT 0 6' 0. C. W/ NUT & WASHER OR j 14 x 3/ S N. S. 0 6' 0. C. ACCORDION SHUTTER ABC American Blinds Center, Inc. 1.1 d /b /o ABC Mun$een4 SnuH•n I+--7 30LT MOUNTING HFW 7 . 5 P. T. Ccnl. W000 PLATE W/ (2) 5/16 • r 6' S LAG SCREWS TO [Ac4 RAFTER OR TRUSS. LOCATE SCREWS AT MQIWICTH Or EoI5r64G 0000 MEIPCR. 2 Min. NOMINAL WDTH) 2 i Min. PENETRATION. 1/4 • . S S. S. S. M S. W/ 1/7 • . 1' LONG NYLON BUSHING (Typ 704' & 03T70A4) rd) / 14 3 4" 5. S. 5 . 5 • 6' 0. C. 2' x 6' w000 DECK REOUI$D (NO FINISH ALLOWED) INSTALLATION DADE COUNTY SCALE 9/19/94 DATE MA'i1ALIM ['[SIGN LOAD , (F ,.t.) AiA,.11.1' I!/ SHUTTER SPAN L (1' 1 MINIMUM SEPARATION TO GLASS (in.) W (p.s.f.) • •• • 451 12' -0' 12' -3" 3 7/16" 2" 47.8 12' -0" 12' -0" 3 7/16" 2" 49 0 12' -0" 1 V 3 7/16" 2" 50.5 12' -0" 1 1' -10" 3 7/16" 2" 52.0 12' -0' 11' -9" 3 7/16" 2" 52.4 12' -0' 11' -9" 3 7/16" 2" 55.0 12' -0" 11' -7" .3 7/16" 2 55.2 12' -0 11' -7" 3 7/16" 2" 55.6 12' -0" 11' -7" 3 7/16" 2" 57.2 12' -0" 11' -6" 3 7/16" 2" 58.6 12' -0" 11' -5" 3 7/16" 2" 58.8 12' -0" 11' -5" 3 7/16" 2" 59.5 12' -0" 11' -5" 3 7/16" 2" 59.7 12 1 1 ' - 5" .3 7/16" 2" 61.5 12' -0" 11' -4" 3 7/16" 2" 61.8 12' -0" 11' -4" 3 7/16" 2" 61.9 12' -0" 11' -4" 3 7/16" 2" 63.4 12' -0' 11' -3" 3 7/16" 2" 63.6 12' -0" 11' -3" 3 7/16" 2" 63.7 12' -0" 11' -3" 3 7/16" 2" 66.9 12' -0" 11' -1" 3 7/16" 2" 67.0 12' -0" 11' -D 3 7/16" 2" 67.5 12' -0" 11' -0" 3 7/16" 2" 70.1 12' -0" 10' -11" 3 7/16" 2" 71.1 12' -0" 10' -11" 3 7/16" 2" 71.4 12 10 3 7/16" 2" 71.5 12 10 3 7/16" 2" 72.9 12' -0" 10' -10" 3 7/16" 2" 75.1 12' -0" 10' -9" 3 7/16" 2" 75.2 12' -0" 10' -9" 3 7/16" 2" 75.3 12' -0" 10' -9" 3 7/16" 2" 77.0 12' -0" 10' -8" 3 7/16" 2" 77.5 12' -0" 10' -8" 3 7/16" 2" 78.8 12' -0" 10' -7" 3 7/16" 2" 80.7 12' -0" 10' -7" 3 7/16" 2" 81.5 12' -0" 10' -6" 3 7/16" 2" 82.5 12' -0' 10' -6" 3 7/16" 2" 83.4 12' -0" 10' -6" 3 7/16" 2" 86.2 12' -0" 10' -5" 3 7/16" 2" 86.7 12' -0 10' -5 3 7/16" 2" MA}:IMUM DESIGN LOAD MAXIMUM SHUTTER. SPAN L (f .) MINIMUM SEPARATION TO GLASS (in.) W (p.s.f.) • •• • •. 86.8 12' -0" • 10' - 4" 3 7/16" 2" 88.5 12' -0" 1D' -4" 3 7/16" r 90.3 12' -0" 10' -3" 3 7/16" 2" 90.8 12' -0" 10' -3 3 7/16" 2" 91.4 12' -0" 10' -3" 3 7/16" 2" 92.7 12' -0" 10' -2" 3 7/16" 2" 93.8 12' -0" 10' -2" 3 7/16" 2" 94.5 12' -0" 10' -2" 3 7/16" 2" 96.6 12' -0" 10' -1" 3 7/16" 2" 96.8 12' -0" 10' -1" 3 7/16" 2" 97.7 12' -0" 10' -1" 3 7/16" 2" 100.5 12' -0" 10' -0" 3 7/16" 2" 101.5 12' -0" 10' -0" 3 7/16" 2" 103.7 12' -0" 9' -11" 3 7/16" 2" 106.5 12' -0" 9' -10" 3 7/16" 2" 108.8 11' -10" 9' -9" 3 7/16" 2" 110.6 11' -9" 9' -9" 3 7/16" 2" 111.0 11' -9" 9' -9" 3 7/16" 2" 114.1 11' -7' 9' -8" 3 7/16" 2" 116.5 11' -6" 9' -8" 3 7/16" 2" 116.9 11' -6" 9' -7" 3 7/16" 2" 117.6 11' -5" 9' -7" 3 7/16" 2" 119.7 11' -4" 9' -7" 3 7/16" 2" 121.2 11' -3" 9' -7" 3 7/16" 2" 122.5 11' - 2" 9' -6" 3 7/16" 2" 125.3 11' -0" 9' -6" 3 1/4" 2" 125.8 11 9' -5" 3 1/4" 2" 126.7 11' -0" 9' -5" 3 1/4" 2" 129.6 10' -10" 9' -4" 3 1/4" 2" 130.9 10' -10" 9' -4" 3 1/4" 2" 131.6 10' -9" 9' -4" 3 1/4" 2" 134.3 10' -8" 9' -4" 3 1/4" 2" 136.2 10' -7' 9' -3 3 1/4" 2 " 137.9 10' -6" 9' -3" 3 1/4" 2" 140.7 10' -5" 9' -2" 3 1/4" 2 " 142.8 10' -4" 9' -2" 3 1/4" 2" 143.5 10' -4" 9' -2" 3 1/4" 2" 147.0 10' -2" 9' -1" 3 1/4" 2" 148.4 10' -2" 9' -1" 3 1/4" 2" 152.6 10' -0" 9' -0" 3 1/8" 2 " MAXIMUM DESIGN LOAD W (P.s.f.) MA XIMUM SHUTTER SPAN L (ft.) MINIMUM SEPARAI,TION 10 GLASS (in.) . .. • .. 176.6 9' - 4 8' -8" 3 1/8" 2 " 180.3 9' - 3' 8' - 7" 3 1/8" 2" 185.0 9' -1" 8' -7" 3 1/8" 2" 188.0 9' -0" 8' -6" 3" 2" 192.5 8' -10" 8' - 6" 3" 2" 197.2 8' -7" 8' -5" 3" 2" 199.1 8' -6" 8' -5" 3" 2" 204.7 8' -3" 8' -3" 3" 2" 211.3 8' -0" 8' -0" 3" 2" 216.9 7'- 10" T-10" 3" 2" 221.6 7' -8" 7' -8" 3" 2" 226.3 7' -6" 7' -6" 2" 2" MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM SHUTTER SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) 7' -6" OR LESS 2" 153.1 10' -0" 9' -0" 3 1/8" 2" 156.8 9 9' -0" 3 1/8" 2" 157.5 9' -10" 8' -11" 3 1/8" 2" 157.8 9' -10" 8' -11" 3 1/8" 2" 160.6 9 8'- 1 1" 3 1/8" 2" 161,7 9' -9" 8' -10" 3 1/8" 2" 164.4 9' -8" 8'- 10" 3 1/8" 2" 165.2 9' -8" 8 3 1/8" 2" 168.1 9' -7" 8' -9" 3 1/8" 2" 168.7 9' -6" 8' -9" 3 1/8" 2" 170.0 9' -6" 8' - 3 1/8" 2" 175.6 9' -4" 8' -8" 3 1/13" 2" SHUTTER SPAN "L" (ft.) MINIMUM SEPARATION (in.) 7' -6" OR LESS 2" > 7' -6" TO 9' -0' 3' > 9' -0" TO 10' -0" 3 1/8" > 10' - 0" TO 11' 0" 3 1/4" > 11' -0" TO 12' -0" 3 7/16" • 1 MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. APPLICABLE ONLY TO SECTIONS A, Al, B, B1, B2 & C. NOTE: DCSI 'Tr1 PRESSURE RATING CORRESPONC ONLY TO NEGATI\E PRESSURE (SUCTION) LOADS, IN A WITH ASCE 7 -68 CRITERIA FOR A GIVEN OPENItJI,. IF NEG&Tr'/[ PRESSURE VALUES COMPL'i WITH THE REQUIRED PRESSURE FOR THE OPENING, THEN POSITIVE PRESSURE WILL AUTOM4Tt .ALL'T QUALIFY AND NEED 1101 TO 60 CHECKED. TABLE 1: FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING, SEE TABLE 1 FOR MINIMUM SEPARATION FOR SPANS LESS THAN THE MAXIMUM ALLOWED. •• FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPARATION BETWEEN GLASS & BACK OF SHUTTER FOR A GIVEN SHUTTER SPAN "L ", FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -0" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. IL ECOII TILIJT TESTING & ENGINEERING COMPANY 659; tJ W. 36th 51.. 5:e. 317. Y1 CJrro CAR'PIT, n 33166 (30 -1539 r.. (305)671 - WALTER A T11 ,Jr. P. 0. Ar`J. 110 ABC MSC .r.MJ SHED 1 (SHOWN ON SHEETS 2 & 3 OF 8) ACCORDION SHUTTER American Blinds Center, Inc. d /b /a ABC Nurrteor, Sh,N.r• OCR 2/13/91 //z /y DADE COUNTY 5.121 N.W. 161111. 5t. NIALJ AN. FLORIDA 3301 • R +. No Dfstnrflon OAR SCALE 9/19/94 DATE 94 - 242 DRAWING Nn .-r,r r . A fr n MAXIMUM DESI';N LOAD IAA YIMum SHUTTER SPAN L ( L) MIIIIMUM SEPARATION TO GLASS (in.) W (p s.1.) OR LESS • • 176.6 4 `' . 1 12' -0 12' -3" 3 7/16" 2" 47.8 12' -0' 12' -D" 3 7/16' 2" 49.0 12' -0 11' -11" 3 7/16" 2" 50.5 12' -0" 11' -10" 3 7/16" 2" 52.0 12' -0 11' -9 3 7/16" 2" 52.4 12' -0" 11' -9" 3 7/16" 2" 55.0 12' -0" 11' -7" 3 7/16" 2" 55.2 12' -0" 11' -7" 3 7/16" 2" 55.6 12' -0" 11' -7" 3 7/16" 2" 57.2 12' -0" 11' -6" 3 7/16" 2" 58.6 12' -0" 11' -5" 3 7/16" 2" 58.8 12' -0" 11' -5" 3 7/16" 2" 59.5 12' -0" 11' -5" 3 7/16" 2" 59.7 12' -0" 11' -5" 3 7/16" 2" 61.5 12' -0" 11' -4" 3 7/16" 2" 61.8 12' - 0' 11' -4" 3 7/16" 2" 61.9 12' -O" 11' -4" 3 7/16" 2" 63.4 12' -0" 11' -3" 3 7/16" 2" 63.6 12' -0" 11' -3" 3 7/16" 2" 63.7 12' -0' 11' -3" 3 7/16" 2" 66.9 12' -0" 11' -1" 3 7/16" 2" 67.0 12' -0' 11' -0" 3 7/16" 2" 67.5 12' -0" 11' -0" 3 7/16" 2" 70.1 12' -0" 10' -11" 3 7/16" 2" 71.1 12' -0" 10' -11" 3 7/16" 2" 71.4 12' -0" 10' -10" 3 7/16" 2" 71.5 12' -0" 10' -10' 3 7/16" 2" 72.9 12' -0" 10' -10" 3 7/16" 2" 75.1 12' -0" 10' -9" 3 7/16" 2" 75.2 12' -0" 10' -9" 3 7/16" 2" 75.3 12' -0" 10' -9' 3 7/16" 2" 77.0 12' -0' 10' -8' 3 7/16" 2' 77.5 12' -0" 10' -8" 3 7/16" 2" 78.8 12' -0" 10' -7" 3 7/16" 2' 80.7 12' -0' 10' -7" 3 7/16" 2" 81.5 12' -0' 10' -6" 3 7/16" 2" 82.5 12' -0' 10' -6" 3 7/16" 2' 83.4 12' -0" 10' -6' 3 7/16" 2" 86.2 12' -0" 10' -5" 3 7/16" 2' MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM SHUTTER SPAN L ( 1.) MINIMUM SEPARATION TO GLASS (in.) 7' -6" OR LESS • 2" 176.6 9' -7" 8' -8" 3 1/8" 2" 180. 3. 9' -6" 8' -7" 3 1/8" 2" 185.0 9' - 4" 8' -7" 3 1/8" 2" 188.0 9' -3" 9' -3" 3" 3" 192.5 9' -2" 9' -2" 3" 3" 197.2 9' -1' 9' -1" 3" 3 199.1 9' -0" 9' -0" 3" j 204.7 8' -9" 8' -9" 3" 3" 211.3 8' -6" 8' -6" 3" 3" 216.9 8' -4' 8' -4" 3" 3" 221.6 8' -2" 8' -2" 3" 2 226.3 7' -1 1" 7'- 1 1' 3" 2" MAXIMUM DESIGN LOAD W (p.s.f.) MAJ. ILAJM SHUTTER SPAN L ( 1.) MINIMUM SEPARATION TO GLASS (in.) 7' -6" OR LESS • 2" 153.1 10' -3" 9' -0" 3 1/4" 2" 156.8 10' -2" 9' -0" 3 1/4" 2' 157.5 10' -2" 8' -11" 3 1/4" 2" 1 57.8 10' -2" 8'-11 3 1/4" 2" 160.6 10' -0" 8' -11' 3 1/8" 2' 161.7 10' -0" 8' -10" 3 1/6" 2" 164.4 9' -11" 8' -10" 3 1/8" 2' 165.2 9' -11" 8•-10" 3 1/8" 2" 168.1 9' -10" 8' -9" 3 1/8" 2" 168.7 9' -10" 8' -9" 3 1/8" 2" 170.0 9' -9" 8' -9" 3 1/8" 2" 175.6 9' -7" 8' -8" 3 1/8" 2" SHUTTER SPAN "L" (ft.) MINIMUM SEPARATION (in.) MINIMUM SEPARATION TO GLASS (in.) 7' -6" OR LESS • 2" > 7' -6" TO 9' -0" 2" 3" > 9' -0" TO 10' -0" 3 1/8" > 10' -0" TO 11' -0" 3 1/4' > 11' -0" TO 12' -0" 3 7/16" MAXIMUM DESIGN LOAD W (P.O.) MAXIMUM SHUTTER SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) • • •• • •• 86.8 12' -0" 10' -4' 3 7/16" 2" 88.5 12' -0" 10' -4" 3 7/16" 2" 90.3 12' -0" 10' -3 3 7/16" 7' 90.8 12' -0" 10' -3" 3 7/16" 2" 91.4 12' -0' 10' -3" 3 7/16" 2" 92.7 12' -0" 10' -2" 3 7/16" 2" 93.8 12' -0" 10' -2" 3 7/16" 2" 94.5 12' -0" 10' -2' 3 7/16" 7' 96.6 12' -0' 10' -1" 3 7/16" 2" 96.8 12' -0" 10' -1" 3 7/16" 7 97.7 12' -0" 10' -1" 3 7/16" 2" 100.5 12' -0" 10' -o' 3 7/16" 2" 101.5 12' -0" 10' -0' 3 7 / 16 " 2" 103.7 12'-0" 9' -11' 3 7/16" 2" 106.5 12' -0" 9' -10' 3 7/16" 2" 108.8 12' -0" 9' -9" 3 7/16" 2" 110.6 12' -0" 9' -9" 3 7/16" 2" 111.0 12' -0" 9' -9" 3 7/16" 2' 114.1 11' -11" 9' -8" 3 7/16" 2 " 116.5 11' -10" 9' -8" 3 7/16" 2" 116.9 11' -10" 9' -7" 3 7/16" 2" 117.6 11' -9" 9' -7" 3 7/16" 2 " 119.7 11' -8" 9' -7" 3 7/16" 2" 121.2 11' -7" 9' -7" 3 7/16" I 2" 122.5 11' -6" 9' -6" 3 7/16" 2" 125.3 11' -5" 9' -6" 3 7/16" 2" 125.8 11' -4" 9' -5" 3 7/16" 2" 126.7 11' -4" 9' -5" 3 7/16" 2 " 129.6 11' -7 9' -4" 3 7/16" 2" 130.9 11' -1" 9' -4" 3 7/16" 2. 131.6 11' -1" 9' - 4" 3 7/16" 2" 134.3 10' -11" 9' -4" 3 1/4" 2" 136.2 10' -11" S' -3" 3 1/4" 2" 137.9 10'-10" 9'-3" 3 1/4" 2" 140.7 10' -9" 9' -7 3 1/4" 2 . 142.8 10' -8" 9' -2" 3 1/4" 2" 143.5 10' -7" 9' - 3 1 / 4 " 2" 147.0 10' -6" 9' -1" 3 1/4" 2 " 148.4 10' -5" 9' -1" 3 1/4" 2" 1c•,c 1n,_4,. 0' -n' _ 3 1/4" r MAXIMUM DESIGN PRESSURE RATING "W" .s.f. AND CORRESPONDING MAXIMUM SPAN "L SCHEDULE. APPLICABLE ONLY TO SECTION 01. ( SHOWN ON SHEET 3 OF 8 NOTE DESIGN PRESSURE RATING Cr.RRESPONGS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -68 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE OR THE OPENING, THEN POSITIVE PRESSURE WILL AUTOMATILALLY QUALIFY AND NEED NOT TO BE CHECKED. TABLE 1: • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING, SEE TABLE 1 FOR MINIMUM SEPARATION FOR SPANS LESS THAN THE MAXIMUM ALLOWED. .. FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPARATION BETWEEN GLASS & BACK OF SHUTTER FOR A GIVEN SHUTTER SPAN 'L ", FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. IL ECOI TILIJ7 TESTING & ENGINEERING COMPANY 6395 1r.w. 366 SI.. Ste 217. vera• &AMENS. r1. 3316F PMne (305)6' - ro. (3031671 -153 ABC a bc 1NV. eo 1 _ bcsc.rnw ACCORDION SHUTTER American Blinds Center, Inc. d /b /o ABC NvrNeohe ShvN.n I b.tr I inv. A. /7 j P DADE COUNTY S421 W.W. 1611h. 51. HIALEAH. FLORIDA 33014 bFx..1,a art SCALE 9/19/94 DATE 94 - 242 DRAWING No MAXIMUM- DESIGN LOAD W (p.s.f.) WALL MOUNTING INSTALLATION AT TOP & BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP & BOTTOM (TO MASONRY) CEILING MOUNTING INSTALLATION TOP & BOTTOM (TO CONCRETE) FROM 45.1 TO 61.8 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 10" 7" 6" 4" 10" 8" FROM 61.8 TO 91.4 8" 5" 4" 3" 9" 7' FROM 91.5 TO 134.3 NOTE 3 NOTE 4 NOTE 5 NOTE 3 NOTE 4 NOTE 5 NOTE 3 NOTE 4 NOTE 5 g" 6" 4" 5" 3" 3" 9" 7" 5" FROM 134.4 TO 168.1 7' 5" 4" 4" 3" 3" 9" 6" 5" FROM 168.2 TO 226.3 5" 3" 3" 3" 2 1/2" 2 1 /2" 6" 4" 4" • • MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. EDGE OF CA Mox. 1 1/2' Min. 4- (1) Max. ANCHOR SPCG. VALID FOR SPANS OF 8' -9" OR LESS. (3) Mar. ANCHOR SPCG. VALID FOR SPANS OF 5' -O" OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAII 8' -9 ". (4) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 5' -O" TO 7' -6 ". TO MAXIMUM ALLOWED. (5) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 7' -6' TO Max. ALLOWED. ILIECOIN.. TILUT TESTING & ENGINEERING COMPANY 6595 14 *. 36b. St.. Ste 217. NP $tt G•A+DI'. R 3JIEF PMne (3a51•71-1530 !o. (J05)871 -1531 WALTER A TILLIT Jr. P. E. FLORIDA Lk. 0 44167 ACCORDION SHUTTER ABC vbc American Blinds Center, Inc. d /v /o ABC Hunieahe Shv11.n 5421 M W. 1011h. St. MALIAN, FLORIDA 33014 ICI. b 0[SC ATK• memeaP'S NotE nett 1/21,95 Y.. ". 3 efeelTnw SCALE 9/19/94 DATE 94 — 242 DRAWING No SHC( T 8 Of 8 '2 ANCHORS REOUMiED EACH END 5 = ANCHOR SPACING GWEN ON SCHEDULE ANCHOR SPACING LEGEND STAGGERED ANCHORS ANCHORS USED w /TRACK "A" fTOP & BOTTOM) SHALL BE INSTALLED STAGGERED AT Mo. SPACINGS INDICATED ON SCHEDULES. a /9S DADE COUNTY