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1040 NE 93 St (5)A Date 8/4/97 LegalDesaiption See Attached Description Historically Designated: Yes No X Owne llessee /Tenant Joseph R. Piperato Owner'sAddress 1040 NE St, Miami Shores, FL 33138 phone 305- 756 -9916 Contracting Ca Not Selected Qualifier Not Selected State # Architect/Engineer Bonding Company MortgagorFleet Mortgage Group Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Remodel of Sun Room, Central, AC, New Ba broom, New Pool, New Pool eck, New Driveway, Exterior & Interior SquareFt. Approx. 2,000 Sq. Ft. 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 construction an g. Furthermore, I authorize the above -named contractor to do the work stated. 00 d � , '' , ...„.... .t'.f71T ,, owner on.o ' - tat-. Signature of Contractor or Owner-Builder Date Notary as to Owner ands- CoradaP-resident D / My Commission Ex ires: FEES: PERMIT APPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 1040 NE 93 St, Miami : axFolio 11- 32 -05- 015 -0130 William Lane Architects Not Selected Care➢ee Mclritim Na?nry PubEc, Ito of F ter Comm Exptrea Aug S. MOO No CC549582 amJ0d Tim: Walled r e 1 -(M) 723 -0121 RADON Address Municipal # Competency # Building • Master Permit # SS# Phone Address350 Lincold Rd #501, Miami Bch, 33139 Address Address PO Box 2979, Milwalkee, WI 53201 1- . A • Estimated Cost (value) 40,000 Notary as to Contractor or Owner- Builder Date My Commission Expires: ...JbSeP r'C w t ac- KAlur,.) 7-a a) PO Mgr fii`g /ii C.C.F. NOTARY Electrical Ins. Co. ot:rer BOND TOTAL. DUE Mechanical Plumbing Engineering • Page 2of2 Permit Application for Miami Shores Legal Description: The West 12.5' of Lot 5 & all of Lot 6 & the East 12.5' of Lot 7, Block 3, of Belvedere Park, according to the Plat thereof as Recorded in Plat Book 16, Page 71, of the Public Records of Dade County, Florida. FEB -09 -98 01:20 PM SIZ CONSTRUCTION 305 652 2905 // /e"C PERMIT NO. STATE OF FLORIDA ) coi,NTV OF OADE ) THE UNDENSINNED hereby gives notice that improvements will be lade to the reel property located at J O $ ® ai q, =I S'9" In the City of Miami, Florida, and in accordance with Chapter 713 of Florida Sttatutes,.the following information is provided: Legal description of property: _ `•The Yiest•12:5;.p alof lot all of Lot 6 & the Lost 123' of Lot 7, Blo 3` ot . • � 8et ved ere. Por occordtng to the Plot thereof os Recorded • In Plat B ook I6; page 71, of .the Public Records of Dade County, Florida General description of improvements o Owner /title Molder's name DR 'roe" different from Job address Contractor's name 17_ C®ra5T2.totc TL ®rte} ""ZNC..— and address 11"71 l", Q 4 , Jvv, f{ Ft- 3'3 GZm Surety's name and address Bond Number lender's name and address Person within the State of Florida, designated by Owner to receive service of notices documents as provided by Section 713.13(1)(a)7 Of Florida Statutes: Name address 8H2 1/2/91 o Avoid A AT if id. •FGAer% - 94+ CITY OF MIAMI PLANNING, BUILDING i ZONING DEPARTMENT 98RC157549 1998 FEB 06 15112 Pi 06rat- ro FOLIO NO. // J 5 e: '3c. and address, if or other 'Person, in addition to owner, designated to receive a copy of Lienor's Notice as provided in Section 713.13(I)(b) of Florida Statutes: Name address unless a differentt date 1s specified, the expiration date of this Sop r t Pte --- C! ) ;Print owner's name) tde ",,, 4.401v,,(T AE Sworn to and subscribed before me on this day of Sly •e®mm4ssian expires: Caauioo McInU,c Wry Pubes, mete at Female ears. > swim &..a. 1 - (0lo 2, • N t. ce of Core nt sh .440 • of er) ,.99e P.03 1 .46R_'•v CE3li r +.- 1 1f, , I•. n f. ; a espy o f the - Di, A U 19 w fn a":5 '+,• 1. • •.1 n•, f 4ic Sco! CLERK, 01 c �,:�,1,,,�c„�1p1 �•1, . 1 FEB -09 -98 0 ;:20 PM SIZ CONSTRUCTION Sec. 6 -3 Air Conditioning Regulations. ( a) All indivickial air conditioning units installed in walls or windows shall be securely anchored to the walls by approved methods. Units installed over public property, paths of egress or more than ten(10)feet above grade shall be secured to the structure by bolts or screws to resist horizontal wind loads. Such units cantilevering more than eight (8) inches on the exterior of a building shall be supp reed by grad angle brackets secured by bolting. Bolts to masonry shall be sct in lead shields or similarly rot - resistant fastenings. (b) The folbwing hexcial requirements shall apply to the control and regulation of noise nuisance from air conditioning machinery. (1) All equipment, existing or bereeiter installed, regardless of location, shall be maintained in good working order. Equipment so located that normal operating noises create a nuisance to adjacent owners or occupants shall be provided with soundproofing, or sound- absorbing baffels, or enclosures, as approved to insure maintenance of a reasonable noise level. (2) All on outer walls, on roofs, or in the other exposed locatives, which are truJulynoisy, and which causes valid complaints from adjoining property owners or occupants may be required to be relocated, redesigned and/or enclosed in noise - retarding materials when, in the opinion of the building official. such enclosure is necessary or would be effective. (3) Special consideration shall be given to the planning of all futures installations to minnmi�r the noise nuisance to adjoining property owners or occupants end the building official shall have authority to reject or require the redesign of any system which, in his opinion, would cause such a noise nuisance. (c) Violation of this section shall be punished as is now or may hereafter be provided by law (Ord. No. 299, Sec. 1 -3, 2.21 - 61). Miami Shores Village comply with the regulations thereof 305 652 2905 P.02 actor Sigr>aruire h;iN e read the above `'tdiaanee and will comp di the regulations thereat: Copy of STATE OF FLORIDA CERTIFICATION (DPBR) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located. / ( 10 IL(61., MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph.. (305) 795 -2204 FAX: (305) 756 -8972 BUILDING PERMIT /CONTRACTORS REGISTRATION CHQ.IST 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 (RECD OFF A0- cc.? f Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). vi 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. Certificate of Elevation signed and sealed by Surveyor. PtN( Two 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 , DADE County Impact Fee Section, Fire Department E. -(when applicable).' V Warranty Deed or Other Proof of Ownership if necessary. ,� l� Structural Review fee , j �, Flood Elevation C pfLdTRA Cab (5al D A- °�fz / 5 f E ly Current survey of the property. 1: L E Substantial Improvements Checklist (contractor or owner). ST �� tu2A S-1- MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph.. (305) 795 -2204 FAX: (305) 756 -8972 BUILDING PEEHIT /CONTRACTORS REGISTRATION GRIST Copy of STATE OF FLORIDA CERTIFICATION (DPBR) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy 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 ShoresViilage) or if exert. State of Florida LES Form BC Construction Industry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED OFF RAT FZOOF A0/34-1-10/1/41 Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarizes; . V Two sets cf plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and pewit 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. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvenents Checklist (contractor or owner). Two sets of energy calculations_ Two sets of signed & sealed Truss Plans (Engineer). Approvals from Warranty Deed or Other Picot of Ownership if nececsa _ y . V Structural Review fee 2X). 6 Floor! Elevation A LE P (A L3 1"-Af- c k S L71 )Y et 2_ 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. , DADE County Impact Fee Section, Fire Department & (when applica tlt ) SAT AV ow a s•!,-1r A pk saa SST A-6 - hciatit 0 o L —. —� ,55cre ®c9 D -D BUILDZYG D__ R :._YT JOB 37 1 r : r. IO4 4-4g D� =_: . 7 TY?7 OF .. :y. A)114;44 4 71'1 • ...... 7 ......... ................ ODE SEC: =DV PAGE _•OC3!rOV COINS I 444.evF g'64 lAW .J- 1 /4 4 f ANAWL 4 14141% 14•1 z-44 Wt wl0 iiS (4 4A•441( Y<._ • 0644:1 i i - iced I Owl. K G-T Ab® w 411 . W62-4W646, evW-Kildt•/' t I M '4 scs 114-r mes4c wam t•11✓1A Tb . cKt A ES KI4 -rb c 44 )r elaAt.arv_te rev' iq21_ igio.rfotekrr MJ r- ti — 441 a - T a T'i - e C fi e ei4frdL 1 (4 t)A4 wgz I ff Co rreteg p;acA Q yr p • Sv) (s g4 ,5oclg JOB zoLc: Octal srAr k feu/ V', ' e 'tsf. w a.MM ? 'I&N D ppera /D 4-0 Nt 93.-4 3-1-. OF a =v: .JTI'G e . 3 `j : /Jv` CODE SECT :ON PAGE LOC1TEOY 5- -/o Q,rcol 5'13e ewe Nos« of sfai r►l�.t -s' fa ee b p (mew e4 DA re At- roof rfavi, be $ " x l '-" (Tc- Dh S- 2 , Ail balls if lled cells. 01.1 5 -3, 514o-Lir h be e 1 ecfed. X IA) ha. - are M v?ec rvl9 #o ? • Sed i,� l/S -3 5 5e&iur'L S 5rezdy straps fr, 5(4,b rr prod do w ►id.o w s� 5efalvede poo l ✓) 4 4:144 viovnereal Scc A 40 S J �ivo FLANS - 2..M. - =QV SHEET DATE: 9/ CO : 137=5. 6.7,1 5h . A -4 are mis - 4 S ea /s gr Z rofevrf. on sect; a5 r-i • / ca6a Ka gag s`a � {to bars are re - .uire 4 car r7e;af i ✓e knpvnevr7's a7/ bear i walls ce! , base .4 c pfa feS 7 S Casino exceed I" a-4e+1 ( f 1201 em PC riser Co rvl e fr c-4 h . O , A/C 2) - re 001 Pu u54 fo 9K9A t- S�td�n� 5 1ass dorrs are 1 thru- Tooth. c 18 "O.c . 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IR:T*2L NT . `I = : 1 =V = :=OV Sa L T 0 3 S : _= : �i '6 i7 /l� /C'l /G 9 J - DATE: TYPE OF 2/.77:17;: J ( K7 ' G il_ - 3 v: / / _f l /� J 5 Ul i��`? S e' /27 (t''/ / 7,47 ij/ / 6e / �` � S' CO:N ='S BUILD ! NG DL71RL_.NT TYPE OF ' r:E'W: /V1i JOB S 71-7 : CODE SECTION PAGE LOCATION °_ _ = "-- "= V4 SHEET • e • • 3UILLEYG DEPA=ENT :03 SEE: ........... ......................... FIANS SEEI: '77.7 07 :77777.7. iCODE SEC:2CN jde/d 93 PAGZ 7 .0CIT 7 ON COF BOUNDARY SURVEY. - • • • • - • _ t ke) Lc 1 ; 0 C. • / -f 1; e c , /0 N : \ • • $ . • • —• . tfl - . • C AA At / 0 -qv •,./ ./! • / • %, ti. 1 ._.w e ›, __ c.., ./ . • 1 G 'V / - 0 1%1 M ..-... ■. 0 •••-/ • 4, . 01 V / ..--.-....- , • i , - - • \o40 ‘z• P--tt 1 4. • • . \j,:• • : 75 6 cf—c- . 47 '7 ci I . 2 c• ZS SCALE 1 2 0 dl CAS e o C re Z . r 67.5 UI c — , • • C c 2.50 ox Le/ 7 (21 cc sJ •••• r"` z Q. 0 14 77 N • ( - • • NI 7 E- • • \ r r. • . / 7 ITE LOCATION SKETCH. SCALE r= FOR PIPERATO fb- 114 -39 MIAMI FLORIDA 7 - (305)821 -3375 PHOt ;_- (305) 521.0080 GENERAL NOTES PROPERTY ADDRESS: 1040 N.E. 93rd Street, Miami, FL COMMUNITY 120635, PANEL 0093, SUFFIX J, JOB NO. 97 - 07029 LEGAL DESCRIPTION: The West 12.5'of Lot 5, & all Lot 6 and the East 12.5' of Lot 7, Block 3, of BELVIDERE PARK, according to the Plat thereof as Recorded in Plat Book 16, Page 71, of the Public Records of Dade County, Florida. CERTIFY TO: ATTORNEYS' TITLE SERVICES INC. JOSEPH R. PIPERATO FLEET MORTGAGE CORPORATION c/o FLEET MORTGAGE GROUP, Its successors and assigns KOPPEN, WATKINS, PARTNERS & ASSOCIATES, a PROFESSIONAL ASSOCIATION 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. D EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MACE TO DETERMINE RECORDED INSTRUMENTS. IF ANY. AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO ' D•C. B.M= 6-6Z EL V: 8 . 74 - OATU 4 ) LOCATION AND IDENTIFICATION OF UTILITIES ON AND/OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REOUESTEO. S) THIS PROPE7lTY 1S WITHIN THE UMITS OF FLOOD ZONE X DATE 03 -15 -96 .0+1lC.ett to.r.c. r.Ot&CAOu.o, Zo...0 AND a $(T uCA$..rnT .( C.(CC(o IT O■.(A, •AC.rl(CI Oe Srwo(a (poet *twee be CO 1tauCT,Or 0001.) Or I.y rAOr(aTT REVISED DATE 7 -31 -q7 NOT VALID UNLESS SEALED WITH AN EMBOSSED sur1VErows SEAL DATE March 2 1994 14. PEDRO TORP.ES Z. ASSOCIATES. INC. 1 H(SCBT Caitiffs that the .tt.ched &powdery survey of the above described Property 95 1 W. 50th St rl tur.ered and PI rnd.r lay M rn direct supervision at t date sho above. and . ears t M . technlul t of Chapter 6IC)7, florid. N.Inl stoat ire coot H i a l e a h , FL 33012 ,et Borth by tM florid. board of land Surveyors prrsu.n, to Chapter 471.027 Florida itS,ulef. .cxRLOS SILVI •iMIS .O.. t t/wo Suarf CIA.r.CAT( -, ,sad )...l •IOM . Li Z M.■ftNOMM1r (c)- ctcanA (TV CS -AID( &ASSV OR.OIAR mrc- CT7NaecIr -OCITA 01. uffACT TAMEN IOr..001 ►Ktr I (LCC -(Izcr r cr..n.ccnetc NrmrF 1(7(C- TNac+AO.Nc ro- Moue/ NP( mires /M.I1ft MTORAA'r G -GAS NtTIP L /5.4/017 SIAAOARL A••NAG N/0. %4U ♦ CIS: 0/S - dTSCT 7 Q/I..0 C* AO 0A.OV LAW P.C.PONT 0° CLMVA TVkf POd- pcRN.CONIRR P 7 PEO- P(DCSTAL PJ -pON7 Cr ,V TTRSTCTIOv P.0.8 -POINT O' groNr. P.O.G -vaNr Or Ca.wtMRNa PP —POR!R PCI.t P.RC -PGrrT Or RrK771£ may: PRN PCIN.RITLRCNQ NOvut4C .' • P. r. -FONT 0 tANCTA: R■RA04/S ( R)- RrCORO R/.- 8.017- 0r —.A r pP.SI r IRON Pp. T - 1ANC(TI T 7 M $ - TRA..srcp .CR U.t. -tUVTY (Ascu1' r 11.0 - t/NDCRCRCVM: A/L- TIT? Non? tr,n- -.A ITT VA( ✓. V k ..- UJit/tr AN./ ..JA .'TNA' /.i ITE f• Department of Community Affairs SN: 6139 • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A -93 Residential Component Prescriptive Method A SOUTH. PROJECT NAME: PIPERATO RESIDENCE AND ADDRESS: 1040NE 93 STREET MIAMI SHORES, FL OWNER: MR. & MRS. PIPERATO BUILDER: PERMITTING OFFICE: MIAMI SHORES PERMIT N0. iya*, 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units 4. If Multifamily, is this a worst case (yes /no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R- value, perimeter) 10.Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R- value) a. Adjacent: 1. Concrete (Insulation R- value) 11.Ceiling type area and insulation: b. Single assembly (Insulation R- value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 13.Cooling system 13.Cooling system 14.Heating System: 14.Heating System: 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR -Heat Recovery, DHP- Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF- Ceiling Fan, CV -Cross vent, HF -Whole house fan, RB -Attic radiant barrier, MZ- Multizone) 19.EPI (must not exceed 100 points) a. Total As Built points b. Total Base points 1. New Construction 2. Single - Family 3. 0 4. 5. 2435.00 6. 2.00 7. 14,00 Single Pane 8a.504.0sgft 8b. 0.0 sgf t 9a.R= 0.00 , 10a -1 R.. 10a -1 R. 11b.R=11. 12a. R. 13. Type: 13. Type: 13. Type: 14. Type: 14. Type: 14. Type: 17. 18. 19. 19a. 19b. CLIMATE ZONE: 71_1 8r.16 91 � JURISDICTION NO.232600 CK • 2 98.78 41096.59 41604.26 Double Pane 0.00sgft 0.0osgft 219.00 ft 0.00 , cond Central A/C SEER; 12.00 Central A/C SEER: 12.00 Central A/C SEER: 12.00 Strip Heat COP: 1.00 Strip Heat COP: 1.00 Strip Heat COP: 1.00 15. Type: Electric EF: 0.91 16. 5.00, 1415.00sgft 5.00, 148.00sgft 00 , 2435.00sgft I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building is in compliance with the Florida Energy Code. OWNER /AGENT : /iJOc t I c t1il ; c a 4c, DATE: 12'lo -f & • r Review of the plans and specifications / covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL; DATE: COMPONENTS = == = = == == ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** SECTION REQUIREMENTS FOR EACH PRACTICE PRACTICE #1 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. Windows 606.1 Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors). Exterior & 606.1 Maximum of 0.5 CFM per sq. ft. of door area: solid Adjacent Doors core, wood panel,insulated or glass doors only. Exterior Joints 606.1 To be caulked, gasketed, weather - stripped or other- & Cracks wise sealed. PRACTICE #2 606.1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls 606.1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate /floor joint caulked or sealed. Exterior Walls 606.1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. Ductwork 606.1 Ductwork in unconditioned space must be sealed. Fireplaces 606.1 Equipped with outside combustion air, doors and flue dampers. Exhaust Fans 606.1 Equipped with dampers. Combustion devices see 606.1.A.2. Combustion 606.1 Be in unconditioned space (except direct vent), draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ** Water Heaters CHECK. 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built - in heat trap required. Swimming Pools 612.1 Spas and heated pools must have covers (except solar & Spas heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent. Shower Heads 612.1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. HVAC Duct 610.1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins - Insulation & ulated and installed in accordance with the criteria Installation of Section 610.1.ABC.2 & 610.1.ABC.3. Duct in attics must be insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical closet. T11 711P's .....4- .....1 .. F. n-, . Feb.20 '98 17:11 thermostat for each system. 0000 ENERGY SCIENCES P. 4/11 Insulation 604.1 Ceilings minimum R -19. Common Walls - Frame R-11 or 602.1 CBS R -3 both sides. Common ceiling & floors R -11. ***** t Ftktt t + kdr******ti tltieyr***l t**** rr*****tklr ** *1t1t**ilr****** Ar** tktk**** 1r+ r*ik ** **•/e*tkrh**** ** ** SUMMER CALCULATIONS ************************************************ * * * * * ** * * ** * ** * * * * * * * * * * * * * * * ** . N 78.00 109.7 8556.6 E 92.00 109.7 10092.4 S 238.00 109.7 26108.6 SW 63.00 109.7 6911.1 W 33.00 109.7 3620.1 .15 2,435.00 504.00 WALLS Ext 1415.0 Adj 148.0 76,150.43 __= BASE _ -_ = 1.6 1.0 2264.0 148.0 DOORS Ext 40.0 6.4 256.0 Adj 20.0 2.6 52.0 CEILINGS UA 2435.0 .8 1948.0 FLOORS Slb 219.0 -20.0 - 4380.0 INFILTRATION 2435.0 14.7 35794.5 TOTAL SUMMER POINTS 76,150.43 Ext Wood Ext Wood Adj Wood __= AS -BUILT GLASS ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS SGL CLR N 56.0 64.5 .85 3070.2 SGL CLR N 22.0 64.5 .92 1298.4 SGL CLR E 74.0 136.3 .83 8371.5 SGL CLR E 18.0 136.3 .88 2167.2 SGL CLR S 182.0 135.6 .85 20922.5 SGL CLR S 56.0 135.6 .85 6437.7 ' SGL CLR SW 52.0 146.2 .34 2575.8 SGL CLR SW 11.0 146.2 .80 1291.9_ SGL CLR W 11.0 136.3 .83 1244.4 SGL CLR W 22.0 136.3 .93 2798.7 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS { GLASS AREA AREA FACTOR POINTS POINTS I POINTS .725 55,288.80 40,067.93 1 50,178.28 NON GLASS AREA x BSPM = POINTS 1 TYPE R -VALUE AREA x SPM = POINTS Ext NormWtBlock In 5.0 1415.0 2.00 2830.0 Adj NormWtBlock In 5.0 148.0 1.10 162.8 s == 20.0 20.0 20.0 9.40 9.40 3.80 188.0 188.0 76.0 Single Assembly 11.0 2435.0 3.60 8766.0 Slab -on -Grade .0 219.0 -20.00 - 4380.0 Practice #2 2435.0 14.70 35794.5 93,803.58 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS .37 28,175.66 1 93,803.58 1.00 1.000 .280 1.000 26,265.00 ****.i.r * * * * * * * * * * * * *:: ** ** ** ********************** * * * * * * * * ** ** * * * * * * *** * * ** *t **** WINTER CALCULATIONS * * * * * * * ** * * * *. ********************************** * ** * ** * * * * * * * ** * * **** * ** * * * * * ** = = =WsII= GLASS ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS N 78.00 -.4 -31.2 E 92.00 -.4 -36.8 S 238.00 -.4 -95.2 SW 63.00 -.4 -25.2 W 33.00 -.4 -13.2 .15 2,435.00 WALLS Ext 1415.0 Adj 148.0 DOORS Ext 40.0 Adj 20.0 CEILINGS WI 2435.0 FLOORS Sib 219.0 INFILTRATION 2435.0 _= BASE __= TOTAL WINTER POINTS = = = = ==__ 1.8 72.0 1.3 26.0 .1 243.5 -2.1 -459.9 1.2 2922.0 = == AS -BUILT =_- SGL CLR N 56.0 3.7 1.07 221.0, SGL CLR N 22.0 3.7 1.04 84.5 SGL CLR E 74.0 .1 4.62 34.2 SGL CLR E 18.0 .1 3.51 6.3 SGL CLR S 182.0 -2.0 .82 -297.3 SGL CLR S 56.0 -2.0 .82 -91.5 SGL CLR SW 52.0 -2.1 -.92 100.6 SGL CLR SW 11.0 -2.1 .68 -15.7 SGL CLR W 11.0 .1 4.62 5.1. SGL CLR W 22.0 .1 2.49 5.5 .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS - AREA AREA FACTOR POINTS POINTS POINTS 504.00 .725 - 201.60 - 146.10 1 52.73 NON GLASS AREA x BWPM = POINTS 1 TYPE R -VALUE AREA x WPM = POINTS .3 424.5 .5 74.0 3,156.00 Ext NormWtBlock In 5.0 1415.0 .90 1273.5 Adj NormWtBlock In 5.0 148.0 .40 59.2 Ext Wood Ext Wood Adj Wood _ 20.0 2.80 20.0 2.80 20.0 1.90 56.0 56.0 38.0 Single Assembly 11.0 2435.0 .50 1217.5 Slab -on -Grade .0 219.0 -2.10 -459.9 Practice #2 2435.0 1.20 2922.0 5,215.03 TOTAL x SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 3,156.00 1.10 3,471.60 1 5,215.03 1.00 1.000 1.000 1.000 5,215.03 * * * * ** * * * * * * *******k * * ** *fit *** * * * * * ••*** * * * * * *•r * * * * * ** k*,*********************** WATER HEATING ************************************************ * * * * * * * * * * * * * * * * * ** ** * * * * * * * * ** _ == BASE ___ 1 __= AS -BUILT =__ NUM OF x MULT = TOTAL ! TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS I RATIO MULT 3 3319.0 9,957.00 I 40 .91 1.000 3208.0 1.00 9,624.00 ************************************************ * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** SUMMARY ************************************************ * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** 3 For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A -93 or Form 600B -93 ENERGY GUIDE EPI= 98.8 0 10 20 30 40 50 60 70 80 90 100 I X The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS Single Clear IX -- INSULATION R -10 R -30 Ceiling R - Value 11.0 I I R -0 R -7 Wall R- Value..... 5.0 I X R -0 RI19 Floor R -Value 0.0 IX I SIR CONDITIONER 10.0 SEER 17.0 SEER /BER 12.6 I X 9.7 EER 16.0 {EATING SYSTEM 2.50 COP 4.19 Electric COP /HSPF 1.0 IX I 0.78 AFUE 0.90 Gas AFUE 0.00 I TATER HEATER 0.88 Electric EF 0.91 I X 0.54 Gas EF 0.00 I 0.40 Solar EF I 'THER FEATURES certify that these energy saving features required for the Florida ;nergy Code have been installed in this house. �71 , / ��2� Builder address: Signature: _'ity /Zip /0/40:// )3/' e_ ?lorida Energy Code for Building C struction - 1993 'lorida Department of Community fairs 0.96 0.90 0.80 Date: �� '� T:T._T.'UT, lurDT07 * RESMANUJ(c) * WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92- FLA /RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL (7 - SEVENTH EDITION (c) 1986 by A.C.C.A.) 3PROJECT :PIPERATO RESIDENCE ADDRESS :1040 NW 93 STREET CITY :MIAMI SHORES OWNER :MR. PIPERATO BLDG CONTR : HVAC CONTR : Geographical Location : Florida I Miami - AP North Latitude / Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter (Actual) Temp.Diff. Winter Temp. Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Humidity Ratio Indoor Summer Relaltive Humidity Indoor Summer Design Grains / Lb. Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (sTd) Conditioned Floor Area : 2435 SF * Climatic Conditions & Design Conditions * * HEATING SUMMARY * * COOLING SUMMARY * SUBTOTAL 47278.29 DUCT LOSS TOTAL LOSS /BTUH 0 . 47278.29 20% OVERSIZE FACTOR 9455.66 ACTUAL + 20% OVERSIZE: 56733.95 SERIAL # 6139 25 Deg. / 9 Ft. Above Sea Level 48 Deg. F 70 Deg. F 22 Deg. F 25 Deg. F 89 Deg. F 77 Deg. F 122 50% 56 75 Deg. F 62.3 Deg. F @ 64 Gr /Lb 15 Deg. F - L 14 Deg. F 20 Deg. F * EQUIPMENT SELECTION * STRUCTURE SENSIBLE 38478.71 MECH.VENT- 0 Cfm • 0.00 SENS. + MECH.VENT : 38478.71 TEMP.SWING Q 3 DEG. : 1.00 OCCUPANT /APPLIANCE 1200.00 DUCT GAIN 0.00 TOTAL SENSIBLE 39678.71 TOTAL LATENT 4180.96 SENSIBLE + LATENT 43859.67 20% SENS.OVRSZE FTR: 7935.74 SENS. + 20% OVERSIZE: 47614.45 EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE /HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM NOTES: GLASS /SF RATIO = 22% 3 LAS S North North East East 'lest Southwest Southwest South South "_ E I L I N G S Single Assembly P L O O R S Slab on Grade TYPE Single Clr Roller Shade Single Clr Roller Shade Single Clr Roller Shade Single Clr Roller Shade Single Clr Roller Shade Single Clr Roller Shade Single Clr Roller Shade Single Clr Roller Shade Single Clr Roller Shade Nest Single Clr Roller Shade Infiltration : Winter Htm ( 11.03 ) Infiltration : Summer Htm ( 4.07 ) 4indow Frame : Metal SUBTOTALS: G ALL S 1/W C.B. - Int Insul - Adj. 5 4/W C.B. - Int Insul - Ext. 5 D O O R S Solid Core /Wood - Ext. 0 Solid Core /Wood - Ext. 0 Solid Core /Wood - Adj. 0 Infiltration :Winter Htm( 11.03 ) x Infiltration :Summer Htm( 4.07 ) x L O A D C A L C U L A T I O N * Inside Shade Sc Area Loss /Btuh Gain /Btuh R -Value Area 0 1 62.00 4631.40 1 22.00 1643.40 1 77.00 5751.90 1 18.00 1344.60 1 11.00 821.70 1 56.00 4183.20 1 11.00 821.70 1 192.00 14342.40 1 62.00 4631.40 1 22.00 1643.40 x 533.00 5878.99 x 533.00 148.00 1415.00 SUBTOTALS: 1563.00 20.00 20.00 20.00 60.00 60.00 SUBTOTALS: 60.00 11 2435.00 219.00 Lin.Ft. * TOTAL STRUCTURE SENSIBLE * 533.00 45694.09 414.40 00 414.40 218.00 218.00 72.00 661.80 1169.80 0 0 1302.00 462.00 4928.00 1152.00 704.00 3136.00 616.00 6528.00 2108.00 1408.00 2169.31 24513.31 Loss /Btuh Gain /Btuh 503.20 4103.50 4606.70 254.00 254.00 84.00 244.20 836.20 8522.50 000.00 47278.29 38478.71 1 3 -17-1998 8:52AM FROM PALM ALUMINUM 954 421 8610 METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 155 Center Court Venice FL 34292 Your application for Product Approval of: Series 4000 Aluminum Single Hung 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 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 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.:94- 1031.03 Expires:10 /31/98 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 09 /21/95 CONDITIONS BUILDING CODE COMMITTEE P. 2 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILD NC CODE COMPLIANCE OFFICE SUITE 1803 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 Raul Ro• iguez Product Control Supervisor 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. s l+ anger, Director Building Code Compliance Dept. Metropolitan Dade County 3 -1' -1998 8:53AM FROM PALM ALUMINUM 954 421 8610 °rogressive Glass Technology ACCEPTANCE No.: 94- 1031.03 APPROVED EXPIRES : October 31. 1 998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum single hung window 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 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 4000 Aluminum Single Hung Window 1.3 Overall Size: 4' -5 1 /8" wide by 6' -4" high x 2" deep 1.4 Configurations 0/X 1.5 No. & Size of Vents: One, 50 3/16" by 38 1/8" high; one fixed light frame glazed at the top with a clear opening of 49 1/2" wide by 34 5/8" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T5 and 6063 -T6. 2.2 Glazing; 2.2.1 Glazing Material; 3/16" annealed glass. 2.2.2 Glazing Methods Exterior glazed using a clear colored adhesive bedding compound and rolled aluminum glazing bead. 2.2.3 Daylight Opening; 2.3 Frame Construction: 2.3.1 )Head;, Extruded aluminum solid, 1.570" face x 2" deep x 0.062" wall thickness, 0.457" intermediate glazing flange. 2.3.2 Jamb: Extruded aluminum solid, 1.357" face x 2" deep x 0.050" wall thickness, 0.469" intermediate glazing flange and two screw splines. 2.3.3 Sill:, Extruded aluminum "Z" shape solid, .556" face x 2" deep x 0.050" wall thickness, 1.375" interior sill flange with groove for weatherstrip. Sill has 3.8 degrees sloped outward. 2.3.4 Corner Construction: Corners are butt joined. All frame corners are secured with 2- 410 x 3/4" PH SMS. 2.4 Sash (Vent) Construction: 2.4.1 Head: Extruded hollow, 1.718" face x 0.750" deep x 0.062 wall thickness, with one screw spline. 2.4.2 Jamb: Extruded U -type channel - 1.094" face x 0.926" deep x 0.050" wall thickness, with one .469" flange and two grooves for weatherstrips. 2.4.3 Sill: Extruded U -type channel, 1.746" face x 0.926" deep x 0.060" wail thickness, with one .469" flange, a groove for weatherstrip and one screw spline. 2.4.4 Meetin° Rails; Extruded hollow, 1,489" face x 1.821" deep x 0.062" wall thickness, with one .469" flange with two screw splines on the fixed and one screw spline on the operable. - 2 - M. el Perez, P.E. Plans aminer II P. 3 . SEP 2 1 1995 Product Control Division 3 -1; -1998 8:54AM FROM PALM ALUMINUM 954 421 8610 Progressive Glass Technology .EOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.4.5 Corner Construction` Corners are butt joined. Top vent corners are secured with 1- #10 x 1 1/2" PH SMS. Bottom vent corners are secured with 1 - #8 x 3/4" PH SMS. 2.5 Weatherstripping: Quantity Single Double Single Single 2.6 Hardware: Quantity Two Two Description Pile with integral plastic fin Pile Vinyl bulb Vinyl bulb with a flap Description Spring and pulley balances Metallic cam lock - 2a - ACCEPTANCE No.: 94- 1031.03 APPROVED : SEP 2 1 1995 EXPIRES : October 31 _ t998 Location Fixed meeting rail Vent jamb rails Vent sill. Vent bottom rail. P. 4 Location One per frame jamb At vent top rail, one at 10 5/8" from each end, locking into extruded groove in he fixed meeting rail. 2.7 Weepholes; Quantity Description Location Two 1 5/8" weep notch at each end of sill screen retainer 2.8 Nluntins: None 2.9 Reinforcement; None 2.10 Sealants & Pads: Frame head and sill sealed with clear colored sealant. One I" by 1 1/2" open cell foam pad at bottom of each jamb rail or vent. 2.11 Additional Description: Flange type frame. Unit tested with 1 11/16" high overall interior sill flange. 3. LIMITATIONS: 3.1 This approval applies to single unit applications only, as shown in Section 10, TYPICAL ELEVATION. 3.2 Units with dimensi ;cis equal or smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating, see Section 7, TESTS PERFORMED. Mar+e1 Perez, P.E. Plan Examiner it Product Control Division e ft 3 -11 -1998 8:55AM FROM PALM ALUMINUM 954 421 8610 Progressive Glass Technology ACCEPTANCE No.: 94- 1031.03 APPROVED : SEP 2 1 1995 EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS P. 5 4. INSTALLATION: 4.1 Screws a.nd Method of Attachment: SILL #10 x 1 1/2" FHWS located at a maximum of 6" from corners and 20" o.c. apart. HEADER : #10 x 1 1/2" FHWS located at a maximum of 6" from corners and 20" o.c. apart. JAMBS : #10 x 1 1/2" FHWS located at a maximum of 6" from corners and 16" o.c. apart. Note: Please see note #11. pa 3 4.2 Attachment of sub -bucks shall be designed by the Architect or Engineer of Record, 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 screws (masonry 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 times. 6.3 The Building Official shall ensure the adequacy of the window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note;, The installation of this unit will require a hurricane protective system. -2b- . �a M • Perez, P.E. PI Product Control Division xaminer I1 TEST TEST LOAD DESIGN LOAD AIR INFILTRATION @ I.57 PSF ASTM E283 ( <0.15 CFM/FT Per PA 202 -94 0.26 CFM/FT --- - - - - -- WATER RESISTANCE (PSF) ASTM E547/E33I Per PA 202 -94 8.30 PSF +55.33 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +92.7 PSF +61.8 PSF UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -92.7 PSF -61.8 PSF FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 FTL -1139 Design Pressure Rating (Positive) +5533 PSF Design Pressure Rating (Negative) j -61.80 PSF 3 -11 -1998 3:55AM FROM PALM ALUMINUM 954 421 8610 P.6 Progressive Glass Technology ACCEPTANCE No.: 94- 1031.03 TESTS PERFORMED: NOTICE OF ACCEPTANCE: SEECRIC CONDITIONS RESULTS: 2c APPROVED : SEP 2 1 1995 EXPIRES : October 11. 1998 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Static Air Pressure Test, Loading per PA 202 -94. 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76 and PA 202 -94. Along with an installation diagram of an aluminum window prepared by Fenestration Testing Laboratory, Inc. report No. FTL -1139 dated March 27, 1995 (Re- issued 5- 18 -95) signed and sealed by Yamil G. Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections_ 8.2.2 Assembly drawing of tested unit, Series 4000, Sheet 1 of 1. 8.3 Calculations: 8.3.1 Comparative analysis prepared, signed, sealed, and dated 6 -2 -95 by Farrokh Rasekhy, P.E. for Vinyl TechfP.G.T. Products. M. el Perez. P.E. Plan Product Control Division xarniner II :. Rdeeeeta ' 4AC we Ar leoed, appetrood rtd tertlfed * a Plaid sips Ai er we 1200 (ortteAea -- ---- — _. ` i 1 — r .. _ • I MIN 1 1 1 t - towiq and ! ! -� I L I --- {— i I --- ' I I I 1 I I i 1 {H: c � �T♦ I � I I I • • • Nose: PeaM.e Ddp• 1 nos= MUST NOT I aaxd •m thta I _ I I \\ — ONLY 4 �fl T. * O T. Aodaofi ' I 1 ` �L far!__ _.7__011 ��(}{�� . to. .• I ' ed 1 14U i led 1 —... y I I • I 1 • I� 3 -11 -1998 8:56AM 200 00 16000 '41407401M.0.7 160.00 14000 (20.00 100.00 00.00 60.00 •0.00 2000 000 Progressive Glass Technologg ACCEPTANCE No.: 94- 1031.03 9. COMPARATIVE ANALYSIS 19 121 26 $00 12.000 3' 000 40.000 "^• Width 14144041 SoLA Liner ato Nelsa•e Det•en helium Weres Lin is fmm PCNtI•t P1411Yte FROM PALM ALUMINUM 954 421 8610 P.7 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SH -4000 - APPROVED EXPIRES October 31. 1998 44 000 46.000 . SEP 2 1 1995 0116', N D. M.0.) 50.12$ Rd.. CR 1534 Ma - - l Perez, P.E. Plays Examiner 1I Product Control Division 3 -11 -1998 8:57AM FROM PALM ALUMINUM 954 421 8610 Progressive Glass Technolou ACCEPTANCE No.: 94- 1031.03 10. TYPICAL ELEVATION NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -2e- APPROVED : SEP 2 1 1995 EXPIRES : October 31. 1998 P. 8 Ma 1 Perez, P.E. Pl. - xaminer II Product Control Division 3 -11 -1998 8:57AM FROM PALM ALUMINUM 954 421 8610 Progressive Glass Technole y P. 9 ACCEPTANCE No.: 94 -_ L03 .0" APPROVED 5E 1 'Mb EXPIRES : October 31. 098 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed 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 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 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 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. Items 10. 11 & 12 listed below only apply to glazed products andjloors 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. 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 comer 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. 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 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - Man Perez, P.E. Plans aminer II Product Control Division Vin1J 4:f. 2Ot).ud 180.00 160.00 140.00 120.00 100.00 80.00 60.00 40.00 20.00 0.00 Soled I .incs urc Negative resign Pressure. 19.125 26.500 32.000 37.000 Width In Inches 40.000 44.000 48.000 53.125 13i1r{ tl. M.R.) t : test data and comparative analysis was «viewed, approved, and certified by a Florida registered engineer that signs & seals charts. All calculations arc per Dade County formulas and specifications. • Water - X26.000 ∎°1*--3g ; — 50.625 - -*-63.000 ---0- 76.000 Limit i Note: Positive Design Pressure MUST NOT exceed water line. Engineering Applicable ONLY to Vinyl Tech1P.6.1. Products. "er ill a We • 1' re- ,, 3 -11 -1998 8:59AM FROM PALM ALUMINUM 954 42 8610 METRO PRODUCT CONTROL NOTICE OF ACCEPTANCE Arch Aluminum & Glass Company 10200 N.W. 67th Street Tamarac, FL 33321 Your application for Product Approval of: Series 4500 1 3/4" x 41/2" Flush Glazed Aluminum Window Wall System 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: John C. Olson, P.E., along with Miami Testing Laboratory, Inc Test Report No. MTL 15822 dated January 10, 1994, signed and sealed by John C. Olson, P.E. 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 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 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 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.:97- 0331.01 Expires:03 /28/98 Product Control Supervisor THIS IS THE COVERSHEET, 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. Approved:05 /15/97 O c Internet mail address: postmastetebuiidingcodeoniine .com .A METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO.OADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2909 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.8339 Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingeodeoolIne.com 3 -11 -1998 9,00AM ' Arch Aluminum & Glass Co. FROM PALM ALUMINUM 954 421 8610 P.12 ACCEPTANCE No. ; 97-0331,01 APPROVED : MAY 1 5 1997 EXPIRES : 03/28/98 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DESCRIPTION OF UNIT ASSIGNED ACCEPTANCE MARKINGS MODEL DESIGNATION AAMA 101 -93 Series 4500 1 3/4" x 4 1/2" Flush Glazed "Dade County Product Control Approved" Aluminum Window Wall System OVERALL SIZE: 8' - 0" wide x 8' - 0" high CAUTION: Elevation must be reducbd in the coastal construction zone CONFIGURATION 0/0,0/0 No. & SIZE OF PANELS: Four, each with a clear opening of 45 3/8" wide by 45 3/8" high. GLAZING MATERIAL: 1/4" tempered glass. Ow. GLAZING METHOD: Pocket glazed from the exterior using a vinyl wedge between glass and aluminum. An extruded aluminum glazing bead at bottom of each light on the exterior, each with a vinyl wedge between glass and bead. WEEPHOLES: None. MUNTINS: None. MULLIONS: One vertical mullion, 13/4" wide by 96" long at midspan of frame. Two horizontal mullions, 1 3/4" wide by 45 3/8" long at midspan. REINFORCEMENT: None ADDITIONAL DESCRIPTION: Equal leg type frame. Two i/8 x I" PHPSMS fastened thru splines in horizontal members are used at each joint to secure vertical mullion and jambs. All joints on interior and exterior are sealed. - 2 - Ma el Perez, P.E. Plan : xaminer 11 Prod Control Division EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE 76.0 PSF INTERIOR WIND LOAD (PSF) ASTM E330 NEGATIVE 76.0 PSF WATER RESISTANCE (PSF) ASTM E547/E331 (No Leakage at) 10.40 PSF ' AIR INFILTRATION @ 1.57 PSF ASTM E283 (< 0.15 CFM/FT' ) 0.09 CFM/FT FORCED -ENTRY RESISTANCE (F.E.R.) NCR. Design Pressure 50.66 PSF ,, 3 -11 -1998 9:00AM Arch Aluminum and Glass Co. ACCEPTANCE No.: 97- 0331.01 TESTS; FROM PALM ALUMINUM 954 421 8610 P.;3 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SCREWS AND METHOD OF ATTACHMENT: Sill : # 14 x 3" Wood Screws or 1/4" x 2 1 /4" Tapcons Header : # 14 x 3" Wood Screws or 1/4" x 2 1/4" Tapcons Jambs : # 14 x 3" Wood Screws or 1/4" x 2 1/4" Tapcons NOTE: Please see Note # I I. Page 3 This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Subsection 2309.2 (b) of the South Florida Building Code. U APPROVED EXPIRES : 03/28/98 RESULTS: 2a MAY 1 5 1997 All at 4" from each end and 16" on center, typical Manu.1 Perez, P.E. Plans Ex Produ Control Division er 11 3 —I1 -1998 9,01AM Arch Aluminum & Class Company FROM PALM ALUMINUM 954 421 8610 P.1 ACCEPTANCE No. : 97- 0331.01 APPROVED : MAY 1 5 1997 EXPIRES 03/28/98 NOTICE OF ACCEPTANCE; STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed 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 hi 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 requelted (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 other purposes. 6. Tire 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 and shall be available for inspection at the job site at all titnes. 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 remove! of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) and this last page 3. 10. Items 10, 11 & 12 listed below only apply to [:lazed products and doors 11. 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. 12. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated In Section 4 of this Notice of Acceptance, 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 shalt be the same size as the one tested with the unit. No wood of plastic shields or pins shall be used for anchoring. 13. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36yte South Florida Building Code. END OF TIIIS ACCEPTANCE •3- Man Prod Perez, P.E. Plans E. Control Division r ll O. ••• coo roe no 14.1414 •40/0117 11 •seme MOB mon It• 11101.0 ••• SW ." ea • • •• ow. omlbus ow mu. • • ■..:. •••-•:!. • • we wees■Kle awes RAM •10•1• ••••• 041 • • Ir 7/1 woe fl a le die MU •■•• 400••• 0 fl U sr••••••011•0 1400 Wanat4 • r SOS 00 /04 WPC •71.0013 1PLI -.•••••■•• •••••••■• re• •• - •...••••••••••• art err egaelefel• •■•••••••• ‘ ‘.......011•amtl 1•• 11•0104414•0 1••■••••• 11044.. Imb • • 0. • ■•■■•••••••• ••••■■■••■•••••••■■• 4r14 •••■••••••■•••41110 am, ••••••■.■ ege••••317 •••■ ••••■•••••. - rcr , 00, 1.04004. 1. mei, wale., • OCP ewe 41e. •Pieee• ammea• Caro Co. Moue Wong FLOM aniel 041141.111..11 .00 . - 00 ■/a. 0 wee C•0•■•••• • ••3 A -•••••"'" •hr.-3•••.;17. r — r. ✓ .000Katrook MOOG rwrOt•t OIAY 0 0 ARLrO•I 1. a•rr . s... A•. ..• 1• rr•r r AO ow. .4 V •A t •• •••••• ••••I ••• •• •i W •• w• •••■w 1••••• •111 aR Yriy Iwr. O• COW*. wan 1. a•w•••• 4 w .or e...0 — r Ar1. _ • am. 4Lamot••• SUMO Ca 11 10�r m wr iov � maw rr1111r maw/6g . Om** ow 1** • •lIYa00 I. •Mew w rrlr•bA•s IN w•• Ir..+r+ • At Ow/ WA., Oa .4b .*&* v••••• N ANN •L••1 a•• ••• M blew A•M ON•■ b• M COOMIarit Ka Or Srat•ar/ MCA) T r 1 f woo sus"( ma MONO PIPPO u ONLY 11 1 Y /l•vf • •. 1R01I IA IMO • iv' O.t. (M.) coaurrlall • •AZINO0OKT• A6?O11 IMI 4414.&.1 •••.TECT ■Aar •Pr.r•tll •7• •9•M MOIL OF. LucR 6Httlt6R ay. MR CarrmaRt 1.11Mb Aluminum & OIMas Co. 1400 aw Sin OO J17 POMFA14 MACK NLNIG• ARM 1.a0O.•341P . aoro :Avow. tscmry?% 4IMl Tear LAra RN.L NuriCes.. 4b I b I 14•1 • •••••■T IP nett OaARRy No, 3 -11 -1998 9:03AM V • >+ Kn•IO SLOPE • FROM PALM ALUMINUM 954 421 8610 P. i 6 elL 3-11-1998 9 03AM FROM PALM ALUMINUM 954 421 8610 s/4-- 1 1" 1/4 • 'A! t • . 1 ; 4 10:;4; 1 4!.4 VII 4-- 41 3/4— 1.— 41 //1—•1 1/4 'atig.4114416145M1/4, r 0O0 plOON OLOCK .m* 444.4 WICK • OlAbq tO 011 I/4 *WPM PAH • 1 14444144 Mt 10 II N44 II r MIR* • 4 raw K., DO 6 DAM, 76 0.6. ) klistratotArAmt 444 wive vprrt 4 TO BC Din DAZING WM. ht.t MEW= SCAM! 4 TO OK it.tx-I.0.40 -la 6144 P. 17 3 -11 -1998 9 ,e. Acceptance No.: 94-1031.04 Expires: 10/31198 FROM PALM ALUMINUM 954 421 8610 P.'8 MET1100A DE METROPOLITAN DADE COUNTY, FLORIDA METRO - ADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 155 Center Court Venice FL 34292 Your application for Product Approval of Series 2300 Aluminum Sliding Glass Door 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, along with Drawing No. SG -2025 sheet 1 of 1. (For listing, see Section 8 of this Notice ofAcceptance) 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 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 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. Approved: 12/28/95 -1- BUILDING CODE =M NCE oPnc8 SURE 1000 METRO -DARE FLAGLER BUILDING 140 WEST R JMER STREET MIAMI. FLORIDA 331301503 M (305) 1 RRODucr coNTROL SECTION (305) 375,2902 FAX (305) 37219 tguez Product Control Supervisor THIS IS THE COVERSHEET, 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 3 -11 -1998 9 :05AM FROM PALM ALUMINUM 954 421 8610 P. pro Glass Technology ACCEPTANCE No.: 94- 1031.04 NOTICE OF ACCEPTANCE: SEECIFLC CONDITIn1y,S -2- APPROVED DEC 2.8 1995 EXPIRES : October 31. 1998 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum sliding glass door designed to comply with the South Florida Building Code, 1994 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 2500 Aluminum Sliding Glass Door, 1.3 Overall Size 16' 3 5/8" wide by 9' 0" high by 5 1/2" deep 1.4 Cgnfigpratipn OXXO 1.5 No. & Size of Vents; Four, two moving on exterior track. from the left, 50" by 107 1/16" high; 50 1/4" by 107 1/16" high; 50" by 107 1/16" high; 50" by 107 1/16" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T5 and 6063 -T6. 2.2 Glazing 2.2.1 Glazing Material; Full lite, 3/16" tempered glass. 2.2.2 Glazing Method; Channel glazed using a flexible channel vinyl glazing bead. 2.2.3 Daylight Opening: From left 45 1/4" wide x 103 1/4" high; 45 1/2" wide x 103 1/4" high; 45 1/8" wide x 103 1/4" high; 45 1/4" wide x 103 1/4" high. 2.3 Panel Construction: 2.3.1 Stiles: Lockstile consist of 1.032" deep x 2.437" facer 0.062" wail thickness extruded aluminum tube with .375" x .500" pocket for glazing; interlock stiles are 1.452" deep x 2.310" face x 0.062" wall thickness aluminum tube with a .375" x .560" pocket for glazing; heavy duty astragal is 3" deep x 2.562" face x .062" wall thickness aluminum tube with .378" deep x .500" pocket for glazing. 2.3.2 Rails: Top rail is .890 deep x 1.375" face x .062" wall thickness extruded aluminum tube with a .37? x 1/2" pocket and two screw spline. Bottom rail is .890" deep x 2.438" face x .062" wall thickness extruded aluminum tube with a .375" x 1/2" pocket for glazing. 2.3.4 Corner Construction: Butt joint: each top panel corner secured with two No. 10 by 1" sms; each panel corner secured with one 1/4" x 1" machine screw. anuel Perez, P.E. Plans Examiner II Product Control Division 3 -11 -1998 9 :05AM FROM PALM ALUMINUM 954 421 8610 Progressive Glass Technology ACCEPTANCE No.: 94.1031.0" APPROVED : DEC 2 8 1995 EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.4 Frame Construction; 2.4.1 Head: A 5.218" deep by an exterior flace of 1" x .062" wall thickness extruded aluminum 3 -track channel. 2.4.2 Jambs: A .687" face x 4.353" deep x .062" wall thickness extruded aluminum 3 -track jamb with two pile groove per track and two screw spline. 2.4.3 Track: A 6.184" deep x 3" high overall interior sill flange extruded aluminum. 2.4.3 Corner Construction: See additional Description. 2.5 Weat� herstnp , . Quantity Description Double Pile Single Pile 2.6 Hardware: Ouantity Descriptign One Adjustable metallic wheel One Flush metallic lock One Plastic guide 2.7 Weepholes; Quantity J)escription One 1" weep notch One 1 3/8" weep notch 2.8 Mugtins: None 2.9 Reinforcement: Quantity Description ocatio I� n One 1/2" x 1 1/4" by 102 3/4" steel bar inside each interlock stile. Two 1/2" x 1 1/4" x 102 3/4" steel bar inside female astragal stile. 2.10 Sealants & Pads: Frame corners are sealed with aluminum colored sealant. One 1 1/2" by 3/4" adhesive pile pad in frame sill at bottom of each set of interlock stiles and female astragal stile, (total of three pads). 2.11 Additional Description` A 3" high overall interior sill flange. Each fixed panel anchored to frame jamb with one plastic clip, 9" from each end and one at midspan. One 1 5/8" by 1 5/8" by 1/8" aluminum angle in frame sill and head at top and bottom of each interlock stile, secured to frame with four No. 8 by 1" sheet metal screws and to stile with two No. 8 by 1" sheet metal screws and panel assembly screw. One 7/8" by 5/8" 1/8" by 4" long aluminum retainer angle in frarne sill at midspan of each panel bottom rail, secured to frame with four No. 8 by 1 1/2" s. -2a- ioation At frame jamb, each top rail, each bottom rail and female astragal stile. At each interlock. Location at each end of each bottom rail. at each lock stile. at each end of each top rail. Location at each end of screen track. at each end of each panel track. anuel Perez, P.E. Plans Examiner Product Control Division P. 20 . 3 -11 -1998 9 :06AM Progressive Glass Technology ACCEPTANCE No.: 94- 103L04 4. INSTALLATION: Note: Please see note #11. Page 3 FROM PALM ALUMINUM 954 421 8610 P.2 APPROVED EXPIRES : October 31. 1998 , NOTICE OF ACCEPTANCE: SPECIFIC CO#IDITION,5 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions equal to or smaller than those shown in Section 1.3 shall qualify under this approval. 3.3 For Design Pressure Rating see Section 7. DEC 2. 1995 4.1 Screws and Method of Attachment SILL : Double Row #10 x 1 1/4" sms located at a max. of 6" from corners and a max. of 24" o.c. HEADER : Double Row #10 x 1 114" sms located at a max. of 6" from comers and a max. of 24" o.c. JAMBS : Double Row #10 x 1 1/4" sms Located at a max. of 6" from comers and a max. of 24" o.c. 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 500I8. Aluminum contacting metals not considered compatible shall be properly protected. S. 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 ". -2b- it) uel 2b- Manuel Perez, P.E. Plans Examiner II Product Control Division TEST RESULTS DESIGN LOADS AIR INFILTRATION @'1.57 PSF ASTM E283 (0.37 CFM/Ft' 0.37 CFM/FT2 FTL- l 183 UNIFORM DESIGN LOAD TEST PA 202-94 POSITIVE +69.3 PSF FTL -1183 +69.3 PSF FAT. -1183 UNIFORM DESIGN LOAD TEST PA 202 -94 NEGATIVE -69.3 PSF FM-I183 - 69.3 PSF FTL -1 183 WATER RESISTANCE (PSF) PA 202-94 +1 1.70 PSF FTL- 1 183 +78.0 PSF FTL -1 183 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +104.0 PSF FTL -1183 +69.3 PSF FTL -1183 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 NEGATIVE 30 Seconds 104.0 PSF FTL -1183 -69.3 PSF FTL -I 183 FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2(bXS) NO ENTRY FM-1183 Design Pressure Rating (Positive) +69.3 PSF Design Pressure Rating (Negative) -69.3 PSF r+` 3 -11 -1998 9:07AM FROM PALM ALUMINUM 964 42' 8610 progressive Glass Technology ACCEPTANCE No.: 94- 1031.04 7. TESTS PERFORMED APPROVED : OEC 2 8 1995 P. 22 EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CO$DITIONS 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 door, 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 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 Note; The installation of this unit will require a hurricane protective system. -2c- anuel Perez, P.E. Plans Examiner 11 Product Control Division 3 -11 -1998 9:08AM FROM PALM ALUMINUM 954 421 8610 Progsiye Glass Technology ACCEPTANCE No.: 94- 1031.04 EXPIRES : October 31. I998 NOTICE OF ACCEPTANCE: SPF.CIFW CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Static Air Pressure Test, per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Resistance, PA 202 -94 and SFBC 3603.2(b)(5) along with installation diagram of an aluminum sliding glass door , prepared Fenestration Testing Laboratory, Inc. test report No. FTL -1183 dated May 9, 1995 signed and sealed by Yamil Kuri, P.E. 8.2 Drawing: 8.2.1 Drawing No. SG -2025, sheet 1 of 1, dated May 18, 1995 by Vinyl Tech. 8.2.2 Manufacturer's die drawings and sections 8.3 Calculation: Comparative analysis prepared, signed and sealed on June 2, 1995 by Farrolch Rasekhi, P.E. for Vinyl Tech/P.G.T. -2d- APPROVED : DEC 2 8 1995 anuel Perez, P.E. Plans Examiner II Product Control Division P. 23 3 -11 -1998 9:08AM f.- 1 In11.✓.1..1. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIQM 9. COMPARATIVE ANALYSIS: FROM PALM ALUMINUM 954 421 8610 P.24 ,Ydiy U.". Ore ?<evooke IM.iga rre.111re. w..,. 11.6e B fn.r M1wi.. tn.we. aggressive Glass Technolog ACCEPTANCE No.: 94- 1031.04 APPROVED : DEC 2.8 1995 EXPIRES : gctober)J_ 1998 st:n -2goo 1111V Temp L t 1 .d 1 -2e- i anuet Perez, P.E. Plans Examiner II Product Control Division K,L rn.•11113 3 -11 -1998 9:09AM FROM PALM ALUMINUM 954 421 8610 P.25 • • Progressive Class Terhnolo: ACCEPTANCE No.: 94 1031.04 APPROVED 011 ? 8 1995 EXPIRES : October 31, 199S 10. TYPICAL ELEVATION: NOTICE OF ACCEPTANCF: SPECIFIC CONDITIONS -2f- Manuel Perez, P.E. Plans Examiner 1I Product Control Division .3 -11 -1998 9:09AM FROM PALM ALUMINUM 954 421 8610 progressive Class Technology �. • ... y . \ 1 . •: 1 • • ) Z• r S • END OF THIS'ACCEPTANCE -3- P. 26 ACCEPTANCE NO.: t➢ t APPROVED : j 1 5 1583 EXPIRES : (' 3 l 1ggR 1. Renewal of this Acceptance (approval) shall b: 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 instal latlon 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 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 and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. B. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I.2, 2(a) through 2(f) and this last page 3. items 10.11 & 12 listed below only apply to Blazed products 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. 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 fast fastener shall be located at a maximum old' from each comer 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. 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 _ 6 of the South Florida Building Codc. anuel Perez, P.E. Plans leer 11 Product Control Division Size — — — PSF Design XX 48 "x80" -100/ +100 48 "x96" - 91/+91 48 "x108" - 80/ +80 72 "x80" -1001 +100 72 "x96" - 91/491 72 "x108" - 80/ +80 96 "x80" -100/ +100 96 "x96" - 761 +76 96 "x108" - 661 +66 OXO 72 "x60" -100/ +100 72 "x96" - 91/+91 72 "x108" - 80/ +80 108 "x80" - 100 / +100 108 "x96" - 91/ +91 108 "x108" - 80/ +80 144 "x80" - 100/ +100 144 "x96" -76/476 144 "x108" - 661 +66 OXXO 96 "x80" - 100/ +100 96 "x96" - 91/ +91 96 "x108" - 80/ +80 144 "x80" -100/ +100 144 "x96" - 91/ +91 144 "x108" - 80/ +80 192'x80" -100/ +100 192 "x96" - 76/ +76 192 "xI08" - 661 +66 3 -11 -1998 9:10AM FROM PALM ALUMINUM 954 421 8610 t saw v`ss wnay,s Divisions of ALUMINUM TECHNOLOGY INDUSTRIES Reference: Test FTL 1183 Reference: N.O.A. Pending Design: +69 psf -69 psf • 1070 TECHNOLOGY DRIVE POST OFFICE BOX 1529 NOKOMIS, FLORIDA 34274 941 - 493 -4858 1. 800 - 282 .6019.1 -800 -237 -6258 FAX: 1-800-477-3655 COMPARATIVE ANALYSIS FOR P.G.T. 2300 SERIES SLIDING GLASS DOORS P.G.T. limits the design pressure to 100 psf on our Sliding Glass Doors. Note: In most all cases the ( -) pressure controls. P. 27 , Ivan Dory Consulting Structural Civil Engineer Florida License #13587 PMT g DEScRIPUOM REYARSS .��TZ -. �" -• - 3 SIIIMIr" p � . 11INIO.a.a • PMM N MUM a cos • .*OA • .n, SEE NOTE IT • MN a MUM 606.3 -T5 S/18195 Veto: I L_Bg L!S ± 2 UM. scd 1 72500r r-a SLIDING GLASS DOOR P 0. Bo, 7.4 SG -2�2 Venice 4284 -0749 NOTE Y • FFOM EACH END ONE Al •IWSPAN. Abe— AWES. y �. OK A1441/&& fil•Wf t & , . ( N O MAD AT MP MD tORaY or 61DI /WIXO M SIRE IMAM a /NW *m I P.P .a A n I SMUT WM WOWS MD 10 MC A4Y IYO MO. A Or J • Mar Mrtst WWI* MD MIL AUfJAW SMEOI. / or F^. ar P sae MUMPaAr M MAME Mt ar IMM M a 640 F.414a MIRY 4.111. =UM ID Root ■MN FOUR NO e n . IVY Airl Mt1C Sans SEE NOTE 12 2500 SIRES ID DIE BLOCK 110 ASIRSCALE NOW cur G 0 A. t�a PM ‘411 t maw 0• are M � Mn�Oar N +D EAI Mao oar uvar to aww[ MM DP N IMS (510*1 oars o.5 (0.aota.as ter, • AM/ TO tank WOMB a 0011PL OEi liD Tut MVO 01 6151 CIMPL •ACI MC* ACCT Mwa M 4N- 11131 - DN- •• Ifa KU ••• NM, •• w • ="4 N , •• MO IWTOIf tab et Olaf Ds MOS ••• WI CO w a tm1a IOC Y /O OS/ a0 WNW O W r 50 1Mf Mta 41•IA Om to UP •.W& MM Ora NU N� 5 0U0011 MM. MI I'DI ILL MIA 50 ao O MD .11 qV 50.4 as 4 LO( lip ow LOWS PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels /Stainless Mctalworks, 14475 N.W. 26th Avenue Opa Locka FL 33054 PRODUCT CONTROL SECTION (305) 375 -2902 Your application for Product Approval of: FAX (305) 372 -6339 20 ga. Galvanized Steel Storm Panels • 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, along with Drawing Number 95 -498, sheets 1 through 4 of 4, dated 02/26/97, signed by V.J. Knezevich, P.E. (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 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 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 be enacted affecting this product or material. The Building Code Compliance Office reserves tilt 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.:96- 0701.02 (Revises No.: 95- 1102.01) Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:01 /04/99 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 INTERNET: mdcc01@shadow.net 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. _ Approved:04 /10/97 -1- Metropolitan Dade County Florida Storni Panels, Inc. ACCEPTANCE NO.: 96- 0701.02 1. DESCRIPTION 1.1 APPROVED : APR 1 0 1997 EXPIRES : January 04. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a 20 ga. steel storm panel 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 Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95 -498, Sheets 1 through 4 of 4, using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A446 Grade C, (minimum Fy = 46.7 ksi), Coating: Hot -Dip Zinc - Coated Galvanized in accordance with ASTM A525, Reg. Spang. G60. 2.2 Panels are rolled formed, have a nominal width of 12.50" and a total width of 14.50 ", forming 1.75" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6 as shown on the approved drawing number 95 -498, sheet 1 of 4 bearing the Dade County Product Control approval stamp. 2.4 Tested specimen: Dimensions: 52" wide x 67" long overall 52" wide x 96" long overall 52" wide x 101" long overall 52" wide x 132" long overall 51.75" wide x 104" long overall - 2 specimens for impact and cyclic load 3. LIMITATIONS 3.1 The maximum design pressure will be dependent on the maximum panel length, the mounting details, the anchorage details and the minimum separation from glass to be protected. For all the approved installations, refer to the details and schedules shown on the approved drawing number 95 -498 sheets 1 through 4 of 4 bearing the Dade County Product Control approval stamp. 3.2 Minimum separation to existing glass to he protected shall be as shownon Table 2 "Min. Separation from Glass Schedule" of the approved drawing number 95 -498 sheet 4 of 4 bearing the Dade County Product Control approval stamp. • 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: See Typical Elevations, Sheet 1 of 4, Drawing No. 95 -498 3.4.1 Panels utilizing a steel tube shall be fastened at overlaps at midspan to a 1" x 1" x 16 ga. steel tube extending the whole width of shutter attached with l /4 -20 x 3 -1/2" bolts w /die cast aluminum washered wingnuts or jacknuts spaced at 12 -1/2" o.c., see Typical Elevation ( #15) of the drawing above. II 4. /'telt." Helmy A. Makar, P.E. - Plans Examiner Product Control Division Florida Storm Panels, Inc. ACCEPTANCE NO.: 96- 0701.02 2 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Florida Building Code. APR 1 0 1997 APPROVED EXPIRES : January 04. 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it 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) I f 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 other purposes. 1 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expirat?tm 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 time. 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. Items 10. 11 & 12 listed below only apply to glazed products and doors 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. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, 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. f 2. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South de/ yv,,, Helmy A. Makar, P.E. - Plans Examiner Product Control Division END OF THIS ACCEPTANCE TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA'201 -94 (132" SPAN) Fastened SATISFACTORY CTC 95 -032 } Max. 3.0" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (132" SPAN) POS. Fastened +88.4 PSF CTC 95 -032 +68.0 PSF CTC 95 -032 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (132" SPAN) NEG. Fastened -113.1 PSF CTC 95 -032 -87.0 PSF CDC 95 -032 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (101" SPAN) Fastened +140.4 PSF CTC 95 -032 +93.6 PSF CTC 95 -032 @ Design 1.40" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (101" SPAN) Fastened -139.9 PSF CTC 95 -032 -93.3 PSF CTC 95 -032 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (96" SPAN) Fastened 135.2 PSF CTC 95 -032 -90.1 PSF CTC 95 -032 ,_ UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. ( 132" SPAN) Fastened' -95.0 PSF CTC 95 -032 -63.3 PSF CTC 95 -032 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (104" SPAN) Fastened SATISFACTORY CTC 96 -009 Max. 3.5" CYCLIC WIND PRESSURE TEST SFBC PA_203 -94 (104" SPAN) POS. Fastened +71.5 PSF CTC 96 -009 +55.0 PSF CTC 96 -009 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (104" SPAN) NEG. Fastened -97.5 PSF CTC 96 -009 -75.0 PSF CTC 96 -009 DESIGN PRESSURE RATING . For Maximum Design Load / Maximum Panel Length / Minimum Scparation_from Glass vs. Reinforcement, see Anchor"! Schedule and Tables 1 and 2 on Dwg..No. 95-498, Sheet 4 of 4 Florida Storm Panels, Inc. ACCEPTANCE NO.: 96- 0701.02 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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. 6.3 This approval revises,Notice of Acceptance No. 95- 1102.01, dated 01/04/96. 7. TESTS PERFORMED: TESTS: RESULTS: - 2b- APPROVED APR 1 0 1997 EXPIRES : January 04. 1999 /4,i' 1-Ielmy A. Makar, P.E. - Plans Examiner Product Control Division Florida Storm Panels, Inc. ACCEPTANCE NO.: 96- 0701.02 -2a- APPROVED : APA 1 0 1997 EXPIRES : January 04, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.4.2 Panels not utilizing a steel tube shall be fastened at overlaps at midspan with 1/4 " -20 x 1" bolts w /die cast aluminum washered wingnuts or jacknuts spaced at 12 -1/2" o.c., see Typical Elevation (# 16) of the. drawing above. 3.4.3 Panel spans less than 33 ", overlap fasteners and tube are not required, see Typical Elevation ( #17) of the drawing above. 4. INSTALLATION 4.1 The panels shall be installed only with the maximum panel length; the mounting details, the anchorage schedules and the minimum separation from glass to be protected as shown on the approved drawing number 95 -498 sheets 1 through 4 of 4 bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the shutters shall be to concrete, masonry and /or wood framing and shall consist of only the anchors specified on drawing No. 95 -498, Sheets 1 through 4 of 4. Substitution of anchor type or indicated embedment is unacceptable. 43 - 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. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and /or straps are properly installed. 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 openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -498, Sheets 1 through 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected fbr the proposed installation. Helmy A'Makar, P.E. - Plans Examiner Product Control Division Florida Storm Panels, Inc. ACCEPTANCE NO.: 96- 0701.02 APPROVED : APR 1 0 1997 EXPIRES : January 04. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on. Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 20 gage storm panels, prepared by Construction Testing Corporation, Report No. CTC -95 -032, dated September 26 thru 29, 1995, signed and sealed by Christopher G. Tyson, P.E. 8.1.2 Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Storm Panels, prepared by Constniction Testing Corporation, Report No. CTC -96 -009, dated February 26 & 28, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -498, Florida Storm Panels, Inc., 20 gage Storm Panels, Sheets 1, 2, 3 and 4 of 4, prepared by Knezevich & Associates, Inc., dated 02/26/97, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report, dated 5/26/95, for,Hot Dipped Galvanized Steel, ASTM A446 by Productor de Acero Laktbal, C.A., with chemical composition and physical properties. 8.3.2 Tensile Test Reports from QC Metallurgical, Inc., Job No. 5IM -2162 dated 09/26/95 for galvanized steel, tested per ASTM E8 -93, signed and sealed by James W. Roese, P.E. 8.3.3 Tensile Test Reports from QC Metallurgical, Inc., Job No. 6CM -719 dated 03/25/96 for galvanized steel, tested per ASTM E8 -93, signed and sealed by Frank Grate, P.E. 8.4 Calculations: 8.4.1 Storm panel calculations and comparative analysis, Sheet 1 thru 24, Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated October 2, 1995. 8.4.2 Storm panel calculations and comparative analysis, by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated 06/14/96 and 02/26/97. -2c- 1 -Ielmy A Makar, P.E. - Plans Examiner Product Control Division BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot MIAMI SHORES VILLAGE. FLORIDA ❑ DATF' 195 ❑ PERMIT N° 4549 Contractor's License No. ❑ Work to be performed under this Permit CONTRACTOR OR BUILDER f Bl. Subdi- vision Value of Project $ Amount of i Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: ` (BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY lUILDING LECTRICAL 'LUMBING tiOOFING :)wner of 3uilding PERMIT Np \rchitect ontractor Jr Builder ,egal Lot = escription 'kldress of wilding MIAMI SHORES VILLAGE, FLORIDA Pti#6.!' 4„„ „.._. Work to be performed under this Permit Bl. Subdi- vision _ Value of Project $ Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application iorefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, irawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any i_rne if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations 'ertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work lone by his agents, servants or employees. Signed. BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations ,ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- , epting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDEI$, BY AUTHORITY B INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION ,'« ,'/ :. a_ - ../.-- rac - J .3■ TEMPORARY SERVICE BEAMS & LINTELS $ SEPTIC TANK • RANGE CONN. $ FRAMING MOTORS $ SOLAR HEATER FIXTURES $ GAS $ S INSPECTIONS FINAL $ INSPECTIONS DATE BY RE- INSPECT BY ,CLEAN -UP BY ROUGHING ROUGHING ' �� - n CONTRACTOR PHONE PERMIT NO. DATE FEE $ NEW BLDG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE H. W. HEATER CONN. $ SEPTIC TANK • RANGE CONN. $ SEWER MOTORS $ SOLAR HEATER FIXTURES $ GAS $ S INSPECTIONS DATE $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING ROUGHING ' �� - n i r^ GAS 7 l - / H. W. HEATER CONN SEWER RANGE CONN. SEPTIC TANK 1 SOLAR HEATER FIXTURES & FINAL , ' - L/ _ FIXTURES CONTRACTOR PHONE PERMIT NO. DATE FEE S NEW BLDG. 1 ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ • RANGE CONN. MOTORS S FIXTURES S S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING ' �� - n i r^ <l .', , _ 7 l - / H. W. HEATER CONN RANGE CONN. 1 FIXTURES & FINAL , ' - L/ _ // BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY ° ON NER'S NAME PRESENT ADDRESS ` LICE°JSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) - ._ o - ni. . .. , LOT BLOCK SUBDIVISION GENERAL CONTRACTOR ADDRESS PHONE NO. LICENSE NO. BUILDING PERMIT NO. - DATE - PERMIT FEE $ - Q 4 � BUILDER'S BOND NO. - - DATE - ZONE REQUIREMENTS CU. FT. PLAN CUBE •' r � . 0 CU. FT. EST. COST $ ^ /` o " DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: n o ...o ._ .. . DATE ._ - • - - ' NEW CONSTRUCTION TYPE I STORIES 0": ROOF CONSTRUCTION - ' ,. -- INTERIOR CONSTRUCTION "4r? "' "r"" 'r'' "r'• . REPAIRS DESCRIPTION ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL _ REMARKS / O. / ' 4 ' 4 CERTIFICATE OF OCCUPANCY NO./ ,'�, / g r ISSUED � , t�j BY 4 lC, C. ^,l�� i!"�i( - .: TO • a= i_, iv Q /�/f C' BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE MIAMI SHORES VILLAGE, FLA. JOB ADDRESS INSPECTION TIME READY N9 5561 REMARKS INSPECTOR DATE a • MIAMI SHORES VILLAGE, FLA. JOB , ro c C F •.' ADDRESS y «� INSPECTION ' TIME READY .' 1 ) : 1 REMARKS: 1 INSPECTOR N9 5063 P DATE /L — MIAMI SHORES VILLAGE, FLA. JOS -4. ADDRESS INSPECTION TIME READY REMARKS: N? 5036 ;TOR DATE MIAMI SHORES VILLAGE, FLA. JOB ADDRESS INSPECTION - TIME READY N° 5234 REMARKS: INSPECTOR DATE OWNER'S NAME JOE ChERNEY JOB LOCATION (ST. OR AVE.) 1040 N. E. 93rd Street GENERAL CONTRACTOR JOE CHERNEY Q t'UILDING PERMIT NO. 10490 ZONE REQUIREMENTS 2 5. 000 REPAIRS ALTERATION ADDITION SUBMITTED TO PLANNING BOARD r?E- SUBMITTED TO PLANNING BOARD , .,EMITTED TO VILLAGE COUNCIL TYPE NEW CONSTRUCTION 0B DATE APPROVED CU. FT. PRESENT ADDRESS 550 N. E. 94th. Street LOT I BLOCK E12ir'7 -6- fl2 ' 5 #3 ADDRESS 550 N. E. 94th Street 12 -15.50 DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: v H PERMIT FEES 17.00 PLAN CUDE O& CU. FT. EST. COST S STORIES ROOF CONSTRUCTION REJECTED REFERRED TO COUNCIL REVARKS LICENSE NO. SUBDIVISION D.E�LVIDRE PARK PHONE NO: NO 11 75 BUILDER'S BOND _1 - 15 ■ 50 INTERIOR CONSTRUCTION 1 $iliat- ujGrave1 Ter_eFlocr:3•$tester OeE1 DESCR IPTION R FF + Y_Z?s2r- ]3tneRm- 3 Bed •2 14 t $$- Att.Gar. D SCRiPTIOi REASONS CERTIFICATE OF OCCUPANCY NO. 1�1 O9 ISSUED BYE 1111 TO ')" .,�h BUILDING PERMIT AND INSPECTION RECORD - IAMI SHORES VILLAGE °HONE NO. LICENSE NO. #438 DATE 12 -1 5 4 5 0 13,000.00 DATE Je NSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION PI r DATE FEE TEMPORARY SERVICE $ BEAMS & LINTELS ` �' ., �-+ �+ ' $ �✓ SEW - 0,. n � / / 3 FRAMING ef HEATER $ OA/ 7.4"dt // i." /4 • i ',7? $"+fo rS / 4 G �� ' ,t IL ..._. Ir i l _Lt, , 4e;et244,I FINAL $ INSPECTIONS DATE CLEAN -UP CONTRACTOR r] Q "r�p. + PHONE PERMIT NO. /0 6y 3 DATE /— .I'-- . -/ FEE $ 7 ya-r NEW BLDG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ $ SEPTIC TANK l.. i ` G' / �-+ �+ ' $ �✓ SEW - 0,. n � / / 3 inging ef HEATER $ $ GALAR ,.. $ $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING / Z2-5/ GAS ROUGHING) > / .I % f SEWER H. W. HEATER CONN SEPTIC TANK + , r, 9 RANGE CONN. SOLAR HEATER FIXTURES • 9 - S` FIXTURES & FINAL 6 n D CONTRACTOR V". 4 i T a e e ( • .. r PHONE `3 PERMIT NO. /® 7 ' ' ' 7F I DATE 7.— — Z4 "'r 1 FEE $ //, NEW BLDG. ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING) > / .I % f H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL 6 n D • BUILD APPROVAL. TO POWER CO. FOR SERVICE DATE �y ! � G IWSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS 7- $/ BY pA Miami Shores Village, Fl OWNER 1 f p a / DATE ADDRESS / 46 4 cr.. a ✓ 6 INSPECTION S Pe / De-(, € , OK TIME READY 50 PERMIT NO. _ - .. CONTRACTOR 5 e (?.,8 TELEPHONE NO. g5i; 014 INSPECTOR C0/4/ 1 DATE 2g JOE CHE NEY J0E CHERNEY OWNER'S NAME - JOB LOCATION (ST. OR AVE. :I 1040 N. E. 93rd Street GENERAL CONTRACTOR I LDING PERMIT NO. 100490 ZONE ?EQUIREMENTS REPAIRS ALTERATION ADDITION _.:9MITTED TO PLANNING BOARD - E-SUBMITTED TO PLANNING BOARD c.1BMITTED TO VILLAGE COUNCIL DATE APPROVED 12 - -50 CU. FT. PRESENT ADDRESS 55 N. E. 94th Street LOT BLOCK E12 *'7 -6 -#' 112, 8 5 REJECTED ADDRESS 7.4 AWINGS_SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: DH 550 N. E. 94th Street PERMIT FEE S 17.00 PLAN CUBE 2597aa CU. FT. TYPE STORIES ROOF CONSTRUCTION REFERRED TO COUNCIL SUBDIVISION BELVIDr2E PARK REMARKS LICENSE NO. PHONE NO. NO Liv I •Liv Por.Din,1n- 3 Bedrooms -2 Bat - Att.Gar DESCR I PT I O 1 175 REASONS 7 e / CERTIFICATE OF OCCUPANCY NO. /mil O ISSUED �_S BY TO c, L. )7/h BUILDING PERMIT AND INSPECTION RECORD- IAMI SHORES VILLAGE PHONE NO. LICENSE NO. BUILDER'S BOND DATE 12 -1 5 - 5 0 EST COST S 1 DATE 12 -15 -50 INTERIOR CONSTRUCTION X NEW CONSTRUCTION CBS 1 lt- ug_Vrave1 Ter_ B- P1a Walls & Oel 1 DESCR IPTION �JNSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION �� _ - FEE TEMPORARY SERVICE BEAMS & LINTELS r.• of e„ I ,A -/4 - 6 - 7 $� � SEW -` ..4 ,( // 42 / 3 FRAMING $ / = $ q SOLAR HEATER GAS "a.J �y �J J O Cf ! 6 : .. /3�J- s $ $ INSPECTIONS DATE i FINAL S 6-.si BY RE- INSPECT BY C ROUGHING I J -? 2 BY CLEAN -UP v 2 ((a--'5 / 4 GAS CONTRACTOR r]�/ I (�y�� „�'a. PHONE PERMIT NO./0 6 3 DATE /- f � ' 47! FEE $ 7 >4.1- NEW BLDG. ALTERATION � ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ SEPTICTANK`A ` /� /U / e I ,A -/4 - 6 - 7 $� � SEW -` ..4 ,( // 42 / 3 .3 - 2 ? -r J $ / = $ q SOLAR HEATER GAS "a.J �y �J J O Cf ! 6 : .. /3�J- s $ $ INSPECTIONS DATE i BY RE- INSPECT BY RE- INSPECT BY C ROUGHING I J -? 2 BY TEMP. SERVICE GAS ROUGHING • ./,/' /' SEWER i H. W. HEATER CONN ��(:, SEPTIC TANK d c- �4' ��- f RANGE CONN. SOLAR HEATER. FIXTURES • 8 - 6-5 1 ss Jr '',, FIXTURES & FINAL 1 -5/ II 0 y CONTRACTOR e' • - PHONE '(' ' PERMIT NO. / .1 DATE 2- - 2►4 ^� I FEE / NEW BLDG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE S H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING • ./,/' /' H. W. HEATER CONN ��(:, RANGE CONN. FIXTURES & FINAL 1 -5/ II 0 ✓` + n �;' - • BUILD ECTI NS — APPROVAL TO POWER CO. FOR SERVICE DATE - 7°' 5 / BY >f , PLUMBING PERMITS 8c INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER - Joe Cherney / , /- /- 6-- / -. / - / ,i)/- /,'",` i `,..%,-; / - -- , Is - 6 Li N. o ADDRESS 1040 N. E. 93rd Street Ei2it Lot 7•& Lot 6 121 .; less 'LL LEGAL '14 Ed0 k BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Lo`: MIAMI SHORES VILLAGE, FLORIDA ❑ DATE 19 - o PERMIT N° 3 757 Contractor's o License No. 0 ❑ Work to be performed under this Permit BI Subdi- vision Address of Value of !I Amount of Building Project $— I; Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In as cepting this permit I assame responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER ' BY AUTHORITY ABBOT PRINT Miami Shores Village, Fla. OWNER ADDRESS INSPECTION DATE 7 yD E TIME READY PERMIT NO. % l g G G/ CONTRACTOR e / 2- TELEPHON �� ? f 7 ° 7 INSPECTOR C ��"- Miami Shores Village, Fla. OWNER DATE -7-q ADDRESS / q ® , V 2. 3 INSPECTION O K. TIME READY y� PERMIT NO.' CONTRACTOR G / 2_ INSPECTOR TELEPHONE, i �. g r9 `' / ! 1 o 1 - I , P1. UIluIOI III _ _ /u1I/u111l111 1 1'91111 W \ . . ; . . . - . ,� - � � r r IVCRTIC OR H I _ 1 c. X .325" "F" TRACK SCALE : HALF S18E L EXISTING STRUCTURE WINGNUT SCALE : HALF SIZE 6 -1/4 (TYR 02 27/97 12:38 S -QO" 1.50" t 1 WIDTH UNLIMITED SECTIONa•- L (PERP_ TO PANEL SPAN) PRODUCT MARKING LOCATION 1.50 12.50" COVERAGE 14.50" O STORM PANEL SCALE : T -O 11.00 5.GT 3.50L7 N VIEW TYPICAL. ELEVATION REINFORCING BAR w/ FASTENERS AT MIDSPAN. "F" TRACK, STUC:' ANGLE. W/ STUDS @ 6 -1/4" O.C. AND DIRECT MOU?8CS W/ ANCHORS CEO 6 -1/4" O.C. EXISTING STRUCTURE F PRODUCT MARKING / (OPTIONAL LOCATION) 11.00 OPTIONAL LEG DIRECTION r x r TUBE L FASTENERS) (SEE PLAN VIEW & NOTE IN BOTTOM MOUNT O7 C) OR DIRECT MOUNT 16 GAGE GALV. STEEL GRADE 0 10 STANDARD CHANNEL SCALE : HALF SIZE — TOP MG JNT ' (81 OR QRECT MOUNT I OPTIONAL W Q W 2 W J:N W1 0 w W1 O Z Z•= < <' 0. 0 . YXIJ CC 4.4 O Z kJ H la �l� W LL i > N 16 OVERLAP FASTENERS TYP. ISEE NOTE • •) 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE. Y x 2' MIN. TO 2 it 5 MAX_ TENSION FASTENER p 1T O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) r 16 oAGE I GALV. STEEL GRADE D FL= OIRtCT A N LEG I� DIRECTION r X73 751 11 SOFFIT CHANNEL SCALE .HALF SIZE 1.00- in 12 "h" HEADER SCALE 3' - 1•-O- 5.00 -- 14 GAGE GALV. STEEL 5.00' MAX. CLOSURE SCALE 13 - 1• -0' WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION.•• • n 6-1/4' (TYP L TYPICAL ELEVATION FOR INSTALLATION W/ FASTENERS p MIDSPAN - F - TRACK. STUUSED AN L!. W/ STUDS 01 6 -1/4- O.0 AND DIRECT MOUNTS W/ ANCHORS (Q 6 -1/4" O.C. 114 -20 a 3-V2 BOLT WITH WAS+1(ERED WINGNUTS p 12 -112 C.C. (TYP) 1/4' MAXI J IxISRMt#i STRUCTURE \L V4 MAX_ 0' • FASTENERS (SEE PLAN VIEW L NOTE 8) TOP MOUNT (8) OR DIRECT MOUNT PLAN VIEW SCALE. 1 -1/ , "h" HEADER SCALE: 11/32 "0 m 0 of .938' SCALE : HALF SIZE { W O i < Z 2 IA W!O NJN J J10; W W17 Z. 7: < C OLIO Q 4.< p zlu NO:;� W O I W N I ." BOTTOM MDUNTL C)(1!) OR DIRECT MOUNT. al I ( 0 5 /8 2.000 " 062' (1`4;sI 1 L 1.750' SCALE : 3' - GALV. STEEL GRADE 0 OR ALUM. t c MIN. .085" KEYHOLE WASHER STEEL TUBE • SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECT ONE 7 12 - /2 L (TYP) TYPICAL ELEVATION 16 GAGE o GAL V STEEL HEADER 6. BOTTOM MOUNT -M) OR DIRECT MOUNT FOR INSTALLATIONS W/ NO FASTENERS p MIDSPAN. "F" TRACKS. STUDDED ANGLES, W/ STUDS p 12 -1/2" 0.C. AND DIRECT MOUNTS W/ ANCHORS (0 12 -1/2" O.C. MAX_ rxrx16GASTEEL TUBE TYP. (OPTIONAL) SEE NOTE S L TYPICAL ELEVATION ©5 • OPTWNAL 3/4 OVERLAP M)N.T I t2 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE I r— .25 0 TYP. • 6063 - ALUMINUM I 1 1.50' ANGLE O ANGLE ® SCALE . 3" . 1' -0' SCALE : 3 . 1' -0 EXISTING STRUCTURE 5" MAX. 2 ", 3 - , 4' OR 5" ANGLE SCALE : 3" - 1' -0" { o to In 093' TYP. 1/4' S.S. STUD 6 -1/4' O.C. 150' STUDDED ANGLE SCALE : „QENFRAl NOTES: 1. THIS SHUTTER SYSTEM LS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 1 -98 "MINIMUM DESIGN LOADS 1.00' FOR BUILDINGS AND OTHER STRUCTURES' TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. a• STORM PANELS SHALL BE 20 GAUGE STEEL It ..035 ") CONFORMING TO ASTM A446, •. 16 GA. STRUCTURAL QUALITY, GRADE C, WITH A MIN. Fy . 46.1 KSI, GALVANIZED IN IN ACCORDANCE WITH ASTM 060. ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -16, U.Q.N. 4, PRODUCT MARKINGS SHALL BE WITHIN 12' OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS. FLORIDA STORM PANELS, INC. OPA LOCKA. FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy - 33 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 1. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. PANELS UTILIZING A STEEL TUBE SHALL DE FASTENED AT OVERLAPS AT MIDSPAN TO A 1' x 1 x 16 GAGE STEEL TUBE USING 1/L -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION @). PANELS NOT UTILIZING STEEL T.UDE SHALL DE FASTENED AT MIDSPAN W/ 1/4-20 x r BOLTS .#ITN DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATI FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS L TUBE ARE NOT REOU NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION O. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE 114 CONFORMANCE WITH DADE COUNTY PROTOCOLS P 201,202, AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 - 032 A140 No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE 'STORM PANELS WILL H01 OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED'. APPROVED AS COMPLYING W'TH THE SOUTH FLORIDA BUDDING CODE DAT ' 1 ' I IL ► 10 BY PRODUCT CO.iFOL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. q6 -0701. OZ. 1 1 -1/2" MIN. SHEAR FASTENER p 12 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF AND 6 O.C. FOR DESIGN LOADS GREATER THAN 140 PSF. Cato FL Liam PE 0./09 NO d • • no x ^0 . iw O y = 4 Y < < x 0 n 0 4 5 F.5,2 «Iaa 0 w •E • w w 2 a ww 4 /ww �a -- O s. : U z In -J W z a 0 1- N (Oaa1Qn by L VJK „1 Z I W Z oI V 1• 1 0 Z 1 V 1 u > m < m • t J 0 .0 LL 0 N O Z O m N N O r ( .7.; �O- Z N+ C 0 a ° lor 21 ' > ol) _;_, 1 { 1 , 11 MIMI I MN • III 11151, V.J. KNEZEVICH PROF ESS 7 1991 9 -ta -91 [ drawn by l 00 rchachrd 61 l vwf Crewing no. 95 -4 913 sheet 1 of 4 COPYRIGHT 1997 KNEZEVI FLORIDA 20 GA GALVANIZED STEEL STORM PANEL • t- 0 WI .4 • 0 0 • W .Q S� MIN. SEPARATION FROM SEE MI. • SEPARATION FROM GLASS SCHEDULE GLASS OR DIISR 02/27f7 12.39 EXISTING STRUCTURE TENSION FASTENER (SEE ANR SCHEDULE) TYP. TOPE BOTTOM CONT. EXISTING STRUCTURE ANGLE TO WALL DETAIL GLASS OR DCIIR SEE MIN. SEPARATION FROMGLASS SCHE"NtLE O WALL MOUNT SECTION A SCALE : 3" . r -o•• ANGLE TO WALL DETAIL WOOD FRAMING TENSIOS FASTENER (SEE AItHOR SCHEDULE) TYP- TOP'S BOTTOM / ()cow. W000 F2•MING L © OR O D WALL MOUNT SECTION SCALE: 3'• • L ■0 z a PANEL TO ANGLE DETAIL 1/4" MAX. PANEL TO ANGLE DETAIL 1/4" MAX. — 1/4-20 MACHINE BOLT & WINGNUT CI 6 -1 /4" O.C. OR 12 -1/2' OE. USE STORM PANEL LE::GTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) GLASS OR DOOR 1- x 4• x XIS OR 1/4 -20 MACHINE BOLT 2 • •° • .12S AL. & WNGNUT CID 6-1/4- 0'.C. Goa wag OR 2" `- 12-1/2 O.C. USE STOR O.T. VSO M PANEL LENGTH CORRESPONooco TO STUDS SPACING (SEE TABLE 13 SEE MIN. SEPARATION FROM GLASS scxcztuzJe GLASS OR 000 SEE MIN. SEPARATION FROM GLASS SCHEDULE - 0 N O z u J J Z • a X F CONT. 1/4 S.S. LAG LAG SCREW w/ 1_1/2 - PENETRATION 11470 w000 r r ` 2 - 1/4 "O x 4 -1/2" S.S. LAO SCREW Qp 24' 0.C. MAX. 14/ 1-3/4" PENETRATION 01 CENTER OF STUDS YM (SEE ANCHOPASR E SCHEDULE) TYP. TOP BOTTOM EXISTING STRUCTURE 1/4' MAX. 1/L -20 MACHINE BOLT b WINGNUT 6 -1/4" O.C. OR 12 -1/2' O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 EXISTING STRUCTURE CEILING /INSIDE MOUNT SECTION B SCALE : 3" a 1• -0" • MIS OYTAO. MAY BE USED AT TOP OR BOTTOM OF PANELS. (rt37Eo USE or THIS DETAIL IS LIMITED TO s 72 PSF. WALL MOUNT SECTION (BOTTOM • SLAVE a 3 : r -o- / 1/4 -20 MACHINE BOLT s WINONUT Q 6-1/4 0.C. DR 12 -1/2" 0.C. USE STORM PANEL LENGT$ CURRESPONCUNCI TO STUDS SPACING (SEE TABLE 1) (=Too W008 STRUCTURE EXISTING w000. CONC_ OR HOLLOW BLOCK STRUCTURE --• EXISTING WOOD CONC. OR HOLLOW BLOCK STRUCTURE GLASS OR DOOR SEE KM. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR EXISTING STRUCTURE —� WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" . 1• -O" EMBED. 1(TYP) TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM OPTIONAL LEG DIRECTION SIDE CLOSURE REO (SEE PLAN VIEW) O C BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0 TENSION FASTENER - USE DIRECT MOUNT FASTENERS W/ KEYHOLE WASHER 19 OR SIDEWALK BOLTS. ANCHORS (In 6 -1/4' O.C. MIN. OR ED 12 - 1/2' O.C. WHERE ANCHOR SCHEDULE PERMITS. DO NOT EXCEED STORM PANEL LENGTH CORRESPONDING TO ANCHOR SPACING. SEE TABLE 1 (TYP. TOP & BOTTOM!. 8J N t- 1/4 -20 MACHINE BOLT & WINGNUT ED 12' 0.C. TYP. TOP & BOTTOM © OR � 1/4-20 MACHINE BOLT S WINGNUT 413 6 -1/4" O.C. OR 12 - 1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 • 1/4' MAX. APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DAT 19 2 BY. PRODUCT CG ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - 6 ! • 6 Z N W u 0 N 2 W z Y o• 1- 0 l7 2 1 a 0 u fmararmassamo w ` U Q I Z 0. E to CC -J 4 0 W W to to Z > m J Q < Id y 1 C E J O DLL O N 0 . Q P 0 Z0m NJ CA 0 J � NO I7 0 (V O „ � r z l c b 1 ip00 V V • < I- Q ¢ V „ a1 fit! 0 !a •' 1; L 61 -IN1 1 1 1 1 V.J. KNEZ3NICM PROFESSIONAL DiGDtEER (o..,gn by ) ` Vx 4 14 14 n FL LIcan PE 0.1•' -3 7199) may. data • ,-0 -rs N• orawn br 1 AL NOT[ OD (cb•c14•0 by ` Vx . Drawing no. 95 -498 sn••t 2 or 4 • 4 -FROM GLASS SCHEDULE O7 CONT. SEE ANCHOR SCHEDULE - N N EXISTING STRUCTURE SCALE : 3" = 1' -0" SCALE : 3 a 1' -0 ANGLE MAY VARY 1/4 -20 MACHR E BOLT s WRIGNLIT A 6 -1/4 0.C. OR 12 -1/2' DC USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) SOFFIT MOUNT DETAIL r x .125" MIN. CONT. 3105 -H14 OR 606346 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ALT. CORNER DETAIL THREE 1/4'0 WOOD SCREWS W/ 2' MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1 PUN. EMBEDMENT (TYP. AT EACH JD T, TRUSS OR RAFTER 024' O.C. MAXJ 2 x WOOD JOIST. TRUSS OR RAFTER 012 SINS BETWEEN TRUSSES • 26' O.C. MAX. 1/4 MAX. J 2 x WOOD DECKING WOOD JOIST 1/4 -20 S.S. BOLTS 6 WINGNUTS • MIDPOINT OF PANEL SPAN OR Sr D.C. MAX. ITYPI EXISTING \ STRUCTURE- O ALT. BUILD —OUT . H MOUNT SECTION SCALE ; -0" 1/4 -20 STUD 12 -1/2 6 -1/4 ✓ SCALE I 1 -1/2 • 1' -0' EXISTING WOOD. CONC. Olt HOLLOW BLOCX STRUCTURE TENSION PASTpER (SEE ANCHOR SOEDUi.E1 1 5. coNT. L 1/4 -20 MAD I5 BOLT 6 WINONUT p 6-1/4 O.C. OR 12 -1/2' OL USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) TENSION FASTENER ISEE ANCHOR SCHEDULE) • "-EQ. INTERIOR FASTENING ANGLE ASSEMBLY VA-20 PIAC10E BOLT & muT zr 0.C. (TYP. TOP & BOTTOM) V4 MAX. 3/B-0 HOLE FOR FASTENING PANEL 101 -1/2 x 1 A.L. STUNG ANGLE EXISTINO STRUCTU OPTIONAL HANDLE LOCATION 0 I ALUMN P1 ANGLE - TENSION FASTENER (SEE ANCHOR SCHEOULD SEE MIN. SEPARATION FROM GLASS SCHEDULE NEW STRUCTURE O "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" a 1' -0 TENSION FASTENER ISEE ANCHOR SCHEDULE)- 'EMBED • ♦ : SEE MIN. SEPARATION FROM GLASS SCHEDULE SCALE : 3 a 1' -0 114-20 MADOtE BOLT i WNGWIT • 6-1/4' 0.C. OR 12-V2 USE STORM • PAIL, LDIGTM COSIttsPONDINS TO STUDS SPAC NS (SEE TABLE A -1/4 -20 NADINE BOLT L WIIIOt 6_1/6 O.C. OR 1 12 -V2- D.C. USE STORM / PANEL LENGTH CORRESPONDING TO STt.S SPAONO (SEE TABLE 11 IN 5 /E STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF -F' TRACK 0 0 "F" TRACK CONNECTION TO J NEW STRUCTURE DETAIL 3/6 1-1/Z PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/6 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WON: Mt/TS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1-1/2" a AaU!{ OR GALV. STEEL SPACERS AS RECO) TENSION FASTDEER MEE *NOM SOCDuLD O ALT. "F" TRACK CONNECTION K TO NEW STRUCTURE DETAIL SCALE : 3 = 1' -0" r--- 1/6 - 0 RAWL CALK -IN W/ 7 /3 MN. EMBED. IN CONC. • 5 0.C. OR / 1 /6 RAWL STEEL EMBED. r MIN. EMBED. D. C IN CONCRETE • e o.C. , B x 3" x 1/4 x 1' - 1-1/2 - ALUMNUM ANGLE 1/4 -20 STUD W/ NUT INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S., 1/4 -20 MACNIX BOLT & WINGNUT +6-1 /4 0.C. OR 12 -1/2' O.C. ESE STORM RANEL LENGT.HCORRESPONDING 'TO STUDS SPACING (SEE TABLE 1) TYP. TOP & BSTTOM WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF 'F' TRACK 0 -- ALUM. OR GALV. STEEL SPACERS AS RECVD 1 0 L--- TENSION FASTENER (SEE ANCHOR SCHEDULE) NPPROUED AS COMPLY C WITH THE SOUTH FLORIDA BUILD�.T1 CODE DAT w p► 6 BY PRODUCT CO ROL DI1,',ON BUILDING CODE . C O?,�..1ANCE OFFICE ACCEPTANCE N0 S I- C z W Z F X p < I « H W z a z CC O N J W 1- 0 W N z -J 0 u z (; w z CC 0 N gangareignegere IV; d «l S = , i u 4 I 4 i= f WI0 E Oes(gn by VJN .01 1,1 I • i •0 I 1 • P 1•• N N. N. a N « C 0 0. �0 1 " :1 1 1 alemmasmomm V.J. KNEZEYtCH\ PROFESS(O NA�R FL LIca // PE •.•a0 sheaf 3 [(PG 71993 c>rxiked Di v. 0 . 0 . 11 M1 ax. 95 -451 1 160.0 4 - 3 6 -11 4 -0 170.0 4 -0 6 -8 3 -9 130.0 _ 3 -10 6 -6 ,I 3 -7 MIN. SEPARATION FROM GLASS SCHEDULE 1 POSITIVE _ DESIGN LOAO(W) OW/ I xAI 1 ANCHOR SCHEDULE FASTENER wrAle BAR SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) 3000 MIN PSI CONCRETE EXISTING STRUCTURE ANCHOR TYPE LOAD 415E MAX. 2" EDGE DISTANCE 3" EDGE DISTANCE MAX. PANEL MAX. PANEL LENGTH (L) FT. LENGTH (L) FT. 5' -7" MAX 8' -5" MAX. 11' -0 MAX. 5' -T MAX !!' -5" MAX. 11' -0" MAX. 1/4 "a+ RAWL NAIL -IN W/ 1 - /B" MIN. EMBEDMENT 7 2 6 5 6 6 156 �_ I C �; 3 -1/2 230 I WI4 1 /4"oti CALK -IN 8 1/4 -20 SI WALK BOLT (3 /4 - m HEADI W/ 7/B IN - M. EMBEDMENT w coo 72 125 72S 12.5 10 156 MO 12 230 �� 4 / 1/4 "0 TAPCDN W/ 7 -1/2" MIN. EMBEDMENT � .IIi1111111HIt1111111ffit1111111� 72 8 - 12.5 ® 12 156 - 0 10111WWP- 3 �' S 7 4 5 230 N/ A 5 y 3 N/A 1/4 "0 ELCO FEMALE "PANELMATE" W/ 1/4 -20 TRUSS HEAD b WASHER W/ 1 -1/4 MIN. EMBEDMENT /7 "X 103 ® 72 12.5 12.5 12.5 123 12 5 12.5 12.5 72.5 12.5 125 12.5 156 230 12.5 12.5 124 ® 123 11 125 1 1 12.5 115 12.5 12. t0 7 13 72.5 7 12.5 10 72.5 / 7 10 1/4"0 ELM MALE - PANELMATE" W/ 1 -1 / MIN. EMBEDMENT 72 1 � • 12.5 12.5 12.5 I 12.5 12.5 ( 725 12 5 2 T25 12.5 156 12.5 12.5 12.5 1 2.5 11 2 25 t1 12.5 125 125 115 t2.5 2 -1/4 230 12 5 123 t0 9 7 7 ..... 12:-5---- 12.5 t0 12.5 7 TO HOLLOW CONCRETE BLOCK 1/4 RAWL NAIL - IN W/ 1 - MIN. EMBEDMENT 72 6 6 :>--, 3 6 6 6 L.s------1--s 3 6 15 6 N/A 6 4 N/A 33 6 / N/A 6 N/A 4 70.0 230 N/ A 4 N/A N /A j N /A N/A 6 N/A L N/A 3 6_ e 1/4"0 CALK -IN Z. 1/4 -20 SIDEWALK BOLT (3/4 "0 HEAD) W/ 7/0" MIN. EMBEDMENT 0- kl ---e.' 72 10 6.25 i /// 5 / S 12.5 t -.S 1 ^.S 6.25 10 156 4 4 ! 3 1 -- N /A N/A 6 9 4 6 3 4 230 3 3 N/A N/A N/A N/A 4 6.25 ' N/A 4 N/A 3 1/4 "0 TAPCON W/ 1 - 1/2" MIN. EMBEDMENT 111111111111111111I1111111111111C 72 a T1 5 7 S 1 41 12S - L 6 TO L g , 156 3 5 N/A 3 N/A N/A -1• 7 N/A 4 N/A 3 230 N/A / / y ✓ ✓✓ N/A N/A H/A N/A N/A S N/A 3 N /A N/A 000M 1/4"0 WOOD LAG W/ 1 -1/2" MIN. EMBEDMENT 72 6 6 6 6 8 6 6 6 6 6 6 156 6 / � 6 4 L 3 6 6 6 4 - 3 H I1 Il 230 6 4 6 N/A L N/A >---r 6 N/A L A 3/16 "0 BRASS WOOD BUSHING L 1/4 -20 SIDEWALK BOLT (3/4 -8 HEADI W/ 1' MIN. EMBEDMENT 1 UE (11111 72 6.ZS 6.25 6.25 6.25 6.25 6SS 6.25 6.25 6.25 6.25 6.25 6.25 156 6.25 L 3 3 N/A 6 S a L N /A N/A N/A N/A 2 30 L ..- N/ A N/A N/A N/A MIN. SEPARATION FROM GLASS SCHEDULE 1 POSITIVE _ DESIGN LOAO(W) OW/ MAX. PANEL LENGTH (FT - NI MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 3 _0' ABOVE GRADE (INCMESI MINIMUM SEPANSTION FOR INSTALLANS GREATER THA( d0' ABOVE GRA'Og d1NCHESI BAR ND BAR NO BAR, NO OVERLAP FASTENERS ALL CON01TIMS 40.0 5- 7 2 -1/4 2 - 3/6 3 - 1/2 1 -1 /8 8 5 2 -1/4 2 -3/0 3 -1/2 1-5/8 8 - 8 3 3 3 -1/2 1 11 - 0 3 3 N/A 2 -7 /e 50.0 5- 7 2 -1/4 2 -3 /8 3 -1/2 1-1 /4 8 S 2 -1/4 2 -3/8 3 -1/2 1 0- 8 3 3 3 -1/2 1-7/6 10 - 6 3 3 N/A 3 60.0 S - 7 2 2 - 3/8 3 - 1/2 1 8- 5 2 -1/4 2 -3/8 3 -1/2 2 8 - 8 3 3 3 -1/2 2 -1/8 t0 - 1 3 1 3 P/A 3 5 - 7 2 - 1/4 2 - 3 /B 3 - 1 /2 i2 4. 70.0 8- 5 2 -1/4 2 -3 /e 3 -1/2 ' 2 -1/8 6_ e 3 3 3 -1/2 2 -1/4 9- 9 3 3 P/6 3 n n i.. in •n. w •1 ANCHOR NOTES. 1. MINIML01 EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED 1M ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBED7MENT INDICATED ABOVE. 4. SIDEWALK BOLTS MAY 80 SUBSTITUTED FOR TRUSS HEAD BOLTS (Fy • 60,000 PSI). 38f SUITABLE FOR DIRECT MOUNT p 6 - 1/4" OR 12 - SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECtP ED IN ANCHOR SCMI'.DU1 P4/6 • DO NOT USE ANCHOR. /it0A1RV[ Dill LOAD ersn w 30.0 50.0 60.0 70.0 50.0 90.0 100.0 110.0 120.0 130.0 140.0 STORM PANEL SCHEDULE W/ BOLTS 8./OR BARS AT MODSPAN FOR ALL MOUKTiliS w/�i 6-1/4 D.C. DTf -1141 M n - n - l0 -6 10 - 9 -8 e -7 7 -0 6 -10 6 - 3 5 -9 5 -3 4 - 11 W/ BOLTS &/OR BARS AT MDSPAN n -0 11 -0 10 -6 10 - 9 - f 9 -5 9 - 1 8 -9 8 - 7 - 11 7 - 8 7 - 4 140 BOLTS DR BARS AT MIDSPAN FOR STUDDED ANGLE - F TRACKS M/ STUDS 0 12-1/2" D.C. S. DIRECT MOUNTS MI ANCHORS D 12 -11/2 OS. MAX. MAX. ' AN s M (FT -IND e -8 8 - 8 8 -8 e -8 e - e - 1 7 - 2 6 - 6 5 - 10 5 -5 5 - O 4 - 7 1 150.0 - 7 7 -1 4 -3 200.0 210.0 220.0 230.0 3 - 5 3 -3 3 -2 3 -0 5 -11 .s - 8 5 -5 5 - 2 3 -3 3 - 1 2 - 11 2 - 9 190.0 3 -7 6 - 3 3 -5 APPROVED AS COMPL'_NG WITH THE SOUTH FLORIDA BUILDf1G CODE 61.-7 DAT BY r -✓ PRODUCT CO':!ROL DrSiON BUILDING CODE CCM DANCE OFFICE ACCBPTANG6 E6? (U = Z F a LLI ic W O Ca L a Q O: 4( W = O W U a° IL FL LIC .naw_ PE !+10513 [dal. E AS 941742 vJrc i • O 0 ▪ _.'. O j • s ' 0 IA Y - s; < 0 'r J O o F= aS a A LD z = s LC . In Z > m � <m j0 0 4- 0 N .0 P ¢ 3Y 1- N J 67 < a Q _2 WilefelfigliMMENNED V.J. KN Era CH craw ,n no. 95 -638 ..._----I 27 195 0-16-95 ) tavn by J 00 srrcked b1� V.x