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BP-05-06
Permit Type Residential Construction Bldg. Permit No. Subdivision /Project <NONE> Date Issued Construction Type ADDITION AND INT. ALTERATION Occupancy Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 -795 -2204 Fax: 305 - 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Owner GARY & GRATHENA LEVINSON Contractor 660 GRAND CONCOURSE Miami Shores FL 33138- Location .�d�kab` Not Transferable POST IN A CONSPICUOUS PLACE Building Offi s pproval Norman Bruhn, CBO LEADING BUILDERS, INC BP2005 -6 12/29/2005 Single Family SEE 04 -11 for insp Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Aodi1onsi Inspections can be scheduled re- inspection fee is paid. until Inspection Date: June 23, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Project: <NONE> Miami Shores, FL 33138- Contractor: LEADING BUILDERS, INC arsgmarassraze Building Department Comments June 23, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For [nspect`ons please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954/605 -3617 Page 1 of 1 ADDITION OF NEW ENTERTAINMENT ROOM AND NEW COVERED PORCH 04/14/09 REVISION ON NOA FOR WINDOWS /DOORS Passed `�'��` �f 6� d 1 Inspector Comments CREATED AS REINSPECTION FOR INSP- 102838. All previous inspections must be completed. NB `/ V Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. ' until Inspection Date: June 23, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Miami Shores, FL 33138- Project: <NONE> Contractor: LEADING BUILDERS, INC Building Department Comments June 23, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954/605 -3617 Page 1 of 1 Required Miami Shores Villar Building Department BUILDING PERMIT CARD - Containing final initi SURVEYS (2) FINAL AS BUILT - Required Items: E intended setbacks from property lines and other required parking spaces, wheel stops, stripping, CERTIFICATE OF ELEVATION - (sealed by survey ON FORM CERTIFICATE OF INSULATION - (must be original CERTIFICATE OF SOIL TREATMENT - (for termite CHAPTER 2326.5 TERMITE PROTECTION: "This treatment for the prevention of subterranean to with the rules and laws as established by the Flo Consumer services." HEALTH DEPT. APPROVAL LETTER - (only if new Note: If house has a septic tank, approval letter is FINAL CERTIFICATION LETTER FROM THE ENGI special structure, etc.) * PLEASE NOTE THAT THE SAME ITEMS ARE Residential Addition Certificate of Completion fee CERTIFICATE OF COMPLETION CHECKLIST Approved Date of all inspectors evations of building showing all sting structures. Ingress + Egress d all paving to exterior. r) EXPIRATION DATE REQUIRED - original) uilding has received a complete tes. Treatment is in accordance a Department of Agriculture and eptic was installed) equired from the health dept. EER /ARCHITECT (on masonry, trusses, UIRED FOR TEMPORARY CO. $50.00. chc -8/ 17/05MV ADDITION OF NEW ENTERTAINMENT ROOM AND NEW COVERED PORCH 04/14/09 REVISION ON NOA FOR WINDOWS/DOORS Passed L2 /� Inspector Comments '-v? Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: June 18, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Miami Shores, FL 33138- Project: <NONE> Contractor: LEADING BUILDERS, INC. Building Department Comments June 18, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 • Permit Type: Imported Permit Inspection Type: F. Special Inspector Letter Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954/605 -3617 For Inspections please call: (305)762 -4949 Page 1 of 1 A 20 January 2009 Building Official Village Of Miami Shores Miami Shores, Fl. Re : Sir : Levinson Residence Addition 660 Grand Concourse Miami Shores, FI. Permit No : 04 -11 DZN ARCHITECTURE ENGINEERING CONSTRUCTION M • ■ Please be advised that several inspections were performed at the above referenced project location in the months of January — February 2005 for the following, included but not limited to : Unit masonry, Filled cells, Columns, Beams, Reinforced steel, Mortar, and Concrete pour The inspections showed that the work was installed according to the approved building plans and performed to the standards of the Florida Building Code 2001 in effect. Si n -rely Andrae F -ul ner, R.A. Principal DZN INT' . INC. AR 0014988 MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 Tric: December 15, 2008 ASSOCIATES I N C . Brian Dickens Leading Builders Construction Company 13030 NW 8 Street, Miami, FL 33182 Re: Project: Residence Addition at 660 Grand Concourse Miami Shores, FL Dear Mr. Dickens, On December 11, 2008, a representative of ATC Associates Inc. (ATC) performed a visual inspection on the foundation of the addition at the above noted project. It is our understanding that the existing addition was constructed approximately three years ago. No evidence of settlement cracks were observed during this inspection. Two excavations were made outside the addition, adjacent to the continuous footings of the structure. The excavations revealed the presence of a limestone formation directly beneath the foundations. Based on the conditions observed, it is our professional opinion that the foundations bear on suitable competent soils. ATC appreciates this opportunity to provide you with quality engineering services. Should you have any questions regarding this letter, please don't hesitate to contact our office. Respectfully Submitted, ATC Associates Inc. Alexis Paniagua, P.E. Florida Registration No. 62519 9955 NW 116 Way Suite 1 -5 Miami, Florida 33178 www.atcassociates.com 305.882.8200 305.882 -1200 Inspection Date: June 18, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Miami Shores, FL 33138- Project: <NONE> Contractor: LEADING BUILDERS, INC Building Department Comments June 18, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 it .4# - • • - :R1017,,A01101) ADDITION OF NEW ENTERTAINMENT ROOM AND NEW COVERED PORCH 04/14/09 REVISION ON NOA FOR WINDOWS/DOORS Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. Inspector Comments For Inspections please call: (305)762-4949 Permit Type: Imported Permit r- Inspection Type: F. Termite Letter Work Classification: <NONE> Phone Number (954)605-3617 Parcel Number 1132060171980 Phone: 954/605-3617 Page 1 of 1 ADVANIAGE Pest Related Services Pre - Construction Termite Treatment 1- 800 -698 -7998 License #4439 Property Information Treatment Date Z9 " Time: a 30 Lot Block Subdivision Name ID O glalikd Cor1c X__. Street Address (if known) City State Zip Owner Name (if known) Lw Lord Applicator's Name (Please Print) Builder / Contractor Information Name of Builder Shell Contractor Construction Type Monolithic Floating / Stemwall Patio Entry Driveway *Ln Product / Treatment Information Treatment Type (Must check one): Initial Under -Slab Supplemental Wood Treatment Final Product applied: Chlorpyrifos Cypermethrin Bora -Care Other Concentration: % Mixed Product Applied- -- Gallons Square feet treated: Linear feet treated t 2- /f ° box is checked, then either a final perimeter liquid treatment has been completed or a woo completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete prevention of subterranean termites. Treatment is in accordance with the rules alto m established by the Florida Department of Agriculture and Consumer Services. Advant ge is a Full- Service pest control company offering inside pe control, termite contro C and law brnam� insect protection and 7 fertilization programs. We-offer discounts to our . `��IPWui�lw'!I „ir to ren custo�niers : ill -80g 698- 1 99 8 �,4or� mo nf or n ��i �'. 7a � �ii : +rP l � ■l,6'0: C.\...\ winword\ advantage\forms\pretreatrecord.022 2800 NW 22 Terrace, Pompano Beach, FL 33069 (954)968 -7717 fax (954)968 -2922 www.advantagepest.com Advantage Pest Related Services, Inc. 2800 NW 22nd Terrace Pompano Beach, FL 33069 Advantage provided the pre - construction termite treatment for this structure. An 18 -month warranty is provided from the date of the initial °under slab° treatment. Please see your closing documents for a copy of your termite contract terms and conditions. The owner may purchase an extended warranty. Additional inspections will be made upon renewal. At any time during the warranty period, owner may request an inspection for termites. Advantage is a full service pest control company. License number. JB4439 Phone: 800 -698 -7998 ADDITION OF NEW ENTERTAINMENT ROOM AND NEW COVERED PORCH 04/14/09 REVISION ON NOA FOR WINDOWS /DOORS Passed.014" (7. Inspector Comments 1p_jr s Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: June 18, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Miami Shores, FL 33138 - '�� Project: June 18, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 <NONE> Contractor: LEADING BUILDERS, INC Building Department Comments For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: F. Insulation Certificate Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954/605 -3617 Page 1 of 1 Insulation Certificate Job: 660 Grand Concourse Miami Shores, FL Permit # 04 -11 To Whom It May Concern: Leading Builders Construction Company installed R -5 on all exterior walls and installed R -19 in all new ceiling areas as per plan. Thanks, Leading Builders Construction Company °Leadtwg the future to, build%wo" ck7 Brian Dickens Leading Builders Construction Company 954 - 605 -3617 13030 NW 8 ST Miami, FL 33182 Phone 954- 605 -3617 - • 11 I FORM 5e011-0411 FLORIDA ENEMY EFFICIENCY CODE FOR BUls.DING CONIMEICTION Raalds e& Component Pessarlpftva Meted 0 sollltt aQoi combos ebb ebeeod B ol fibaaper 6 ales Monks RAargy Cads wry be aka ay to an Ilion 8001 tor uMi/a esN and m�l�i►9oaily eraw a tine ebNt ar Mae at Wt. rtl sddtlbes to alstlg =WV lb swats, o 0 g i ese Rod ®reseelel tg � sera p�a7ptlow Ie open cone pwm milt Font PRIM Ind amply web the Our i ea salt 'WWI o Idiot m do antot aM try FameCOC. Mobogdoesam comply tcompmsUiod.R pyuo any APPENDIX 130 1 Wolin aget on west knorp oe anyattr1D aft Swum lama amply wigIlas =Mat doe stud oils, aconably no ne condtudan, oosl or ass 2. Mow ow oleo aempaskOsaleee 'R°through'c WWm Tubb 411.1 ay leak you besatttoaoaopy web Conde ChWo na Mon aft* a trop lowalaaan. a RIkM the mama syoeaaPo "lb Beeeodee column ono labia 68.1webIlto Woman roeueb & AD °lb flo inatallor aim mast o equal kor wont saRMta tnoreqtdtdload. 4.12eaden Batt 1 baud an en 'fa Bs Instead' cabins hdanna1en. & bead *loom itostereesa taro Passer, lbbts 88.2 end deo sob born bdap your Iamb aompy sob sl sogkaree elms. S. Not dm and Maths 'HnelleBy terteltalion mumentsse bosom alowI.Tb woe at more leo west ale ens and del elAVM 1. Compliance pacing* chosen (A.C) 2. Napa o0lullua0en or addition 3. sl family detached or rauhiplotandly attached 4. If multiple4lamily -No. at units covered by this submission 5. lands a worst oat*? 4. Conditioned floor has (sq. ft) 7. Prsdenlinant env overhang (R.) 8. 033maa type and mss: a. U -factor (Of DEFAULT) b. SHOO (or DEFAULT) c. Glass are 0. Penadags of ease to door area 10. moor type, area or perimeter. and : a. Siab-ot .grade (R- value) b. Wood, raised (R- vosue) c. Wood, common (R•vabta) d. Concrete, raised (R due) e. Concrete. common (R- value) 11. 'Ad' type, arcs and Insulation: a Bntsit r: 1. Masonry (Insulation R value) 2. Wood frame (kaelagon R- value) b. Adlasseet 1. Mammy (Mahlation Rwshus) 2. Wood frame (insulation R= value) 12. c.I4. g type, area and Yvon: a. Undo' attic (Imoulation b. angle assembly R- value) 13• Air elleeiftdble eyadaet, Duct Madabon, location Test report (attach if required) 14. Cooling system: (Types: central, room unit, package terminal A.C., gas, none) 15. Naatbng system: (Types: heat pump, elec. strip, nat. gas, LP Gas, gas hp., room or PTAC. none) 18. Nat water (Types: elec., s, solar, OULDING CODE IBULIDING reo., dad. heat pump, other, 1) Maas Type 1. L ADtziT4aaf°1 2. s 4 . 6. 44.o S r 7. ` I flu. IL So. S 44116-sq. R. t0a Rae 0 10b. Rse 100. R 10d. R . 10s. R • 11x-1 R. 5 11e4 R. 11b4 R■ 11b-2 R S5 aft ft, sq. 1t. sq.11. eq. 11. eq. Ft. 12a. Rs 3O sq.fl. `la 12b. R ■ (j .O a q. ft. 13. Re G•O 14a. Ty Cf..14TRA f. 14b. LEER: 13 e D 14e.. t .peaty Be y 114s 16a. Type: ELFC. STRIP 161s. F /AFUE: 1ti0. Copal* 10a. Typo: • r l besby arm = i svase 41074 --v nom Melt � I� L -�;' , lore* moths .su - ./4`wIm Reim at phis and spodlalira aawad INS* eabuidan bdbaes ohmplista esee Ibo Rabb Wray Coto Bakes asnstrue8sn le aomptdsd. ale Wens ee be (n eel tsr mmp8ss sasdana tab Balm 643.B6% F, Bum 61�oT ells , a 1343.31R APPENDIX 130 ff TALI MI-1 Wass Overhang Una Sobs rase Clan Cosfllohnt Wasps (msestoror a enre) Wood frame C86 houhtion on interior of was Doers CemnSs Under at olsa gle warn* Floor Sionsinipside only Rased floors Cooling system COMPONENT Nesting system Electric had pump Gas Won Water heater Se aala roar Mats Doe water hewer Cann tees below) Ale distribution syab= Ducts to MSc Air imam looaawt COMPONENNS Exterior Jars. & Creaks Extemlor W ndows d Doors Seder A Top Pitt. Recessed UpMhhg Nugatory Horses Exhaust Fans Water Nesters Swimming Pools 5 spas Flat Water Floes Shower Needs MAC Duet Can trudien. Madams 6 sstefkaam 6% grace a goer eree overhang requh.d 0.75 IGC 0.25 R-vMte Solid wood er bhwbaled Rw.he SECTION 6031 506.1 606.1 606.1 600.1 606.1 612.1 512.1 612.1 612.1 610.1 PACK A R4.1 TAU 660 MRIM INKSTIREMENT6 FOR ALL PAS NM= 110211119191111115 climb strip Wax Du;AGalsof 6031.NC. A2. 1. 2.( bsista% re siders% solohaafkelloredte p. till To be osuk d. w�r ed. g sketsa►4blpp.d or elherwlss ameba. Ma .3 armeq.tt window alias .5 akMaq.L des seat. RECNTIRENENTS Type IC cued with no perfaod ere (olio eitentelhee slowed). !foie pleae and pen btSOn. through top plates enter orvv a. of wale must be seed. OU 161107 N�9 I Pa as ael5 its ear l i n k Tills pstomdp b s asla5d by dividing tlN�af aS Maras by M e law eras s Na 6ass m ill tphled ON s stones of as s, l MM an MS tAa 0/ NOM rP Qaplh#Ri of R IMO the paia4sd laugh 11191 {b1fp�Min6 lb% lea %NW 131Afa VON ms minksamapbdi Madam InasOisdbarsM of posed, aorQootDa whod structural __t�b.kgkaUdInellsodmddom Menponaals lather s a>ym sdbrmOrsin a 6dd sent" amine ce ndflb ems e s flan wroon nsd but endued OM Taute m r" apassme sweats ceedldoned s barn unnedAlwed and anseolo spec. R a n g o b l i n - g r a d s floors without edge krwls0os am s o o s p a b l a S e i s e d rood Islas are not d a r e d w complying by N O W Bsolk'T1STE0'sf mean ttre duets have Iceba15 %rsakage based anaawSMdIcedaptbya. tmadtltlot fib Sow WOW Wm 6eathtaeyi shelf) have a ONWea0 tow wy Mew � (i�H fat Miami oda emtmele tpy4aey A 'e del) tar NM saga Sr lTAfa%MON9r Neap!P as* Elea* SPIN thilI 01 ; that pomp = she be mad CO a Noting Seasonal Perlomomm Factor (HSP% soul to or greats sun as pry PEPE Neat pump systems may math War Nei WIN Spam 5P5sIl : Amy did b60 pump, beat =PM yet ter War hot meter system mg be kslsle6. Saks systems and have m 6 of 1.5 or hafts tssmlo dtaance systems W o g and EF o f A2 o r muter, or natural g a s systems w6h BF JM or graft may be wad la r m j s n S c . wit Skase s no. Ale burst on psknpar of floor aavey Waage 6ctivs. Exhaust fans vented to unoondlIforred sperm shell have dimmers. except for common devices with Integral wham • with eficiency requirements in Table 612.1 ABC.3.2. Swats or dw% marled daub breaker electric or cutoff (gas) mast be provided. Enema or bubbtra rest Dam required for rend pipe deep. Spas & Meted pods mid h ntauners (arise. eater tad). Naroom terdmI pools mast have pump timer. Sale .p. & peed healers must MO m i nlin mr thermal afla a *ofTSM. BBmd. SINN 7 6 5 i sudmn I. required for hat weer ob adttkng spawns (krandv5 has removers smite). Waal f l o w must be m siNaed to no ma. than 2.S gtflnr. per m i mes ad 60 pale All doss, Stings medmniztf and plenum dandier. h .d imamate* dmdoe elholed, sealed, Insdfbd and krate0 mm ed kn ammo. with thud Seodonn 6131. Owe to e6las mast be insulated m • rrrkdrnnm of R8. 1 hereby talky tstMit the Ftorlda Energy , .'"1 r U y the ca<cuhdner are in complain with d Raykw al plats and speodlmdora meted by ttk calo"daia" Indicates complince coat the Florida EMMY with on F 5 t. this Mang PM be Papeete tar oame8amn n 1101115100FH MEW- /* hereby caddy/ t►c mug . �. �I I hi \ , DAn dog DAM �y 0e FORM 6008.048 cm* with Ithi and PM= to Compliance with Method S of Subchapter 8 d the Florida a r r Energy Eft Maims Coda may be demonstrated by the use ot Farm 80011 tar Pipe-and any resldea s d three stooks or fns In hdpl!WS form. M method is building wavick for d Phan 00 al d het or � by Form 8000. I a any dap not comply pdsedlg It may � ily under OP sedan in Cisapar 8 of Me made. PROJECT NAME AND ADDRESS: 16. Not water sy (Types: elec., FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Presctiptive Method S APPENDIX 13-D BUILDER. DER: L+�agD t►4 C 2x50.' aM 7 R�Si�Ph D 5*a45. Pt- OFFICE: t ikM 1 5 OWNER: 'MR. G. 5oi1 -4 PERMIT fi` 1. Compliance package choose (A-C) 2. New construction or addition 3. Single-family detached or multiple-family attached 4. If muhiple- 4amlly -No. of unite covered by this submission 5. le this a worst case? (yestreo) 6. Conditioned floor area (sq. ft) 7. Predominant save overhang (ft.) II. Glass type and area: a. U- factor (a DEFAULT) b. SHGC (or DEFAULT) c. Glass area 9. Percentage of glass to floor area 10. Floor type, area or perimeter. and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R value) c. Wood, common (R -value) d. Concrete. raised (R- value) e. Concrete, common r;R- value) 11. Wall type, area and insulation: a. Exterior: 1. Masonry (Insulation R- -value) 2. Wood frame (Insulation R- value) b. Adtiwenk 1. Masonry (Insulation R7 value) 2. Wood frame (Insulation R - value) 12. Calling type, area and insulation: a. Under attic (insulation R2 saute) b. Single assembly (insulation R - value) 13. Air distribution System: Duct insulation, location Test report (attach if required) 14. Cooling system: (Types: central, room unit, package terminal A.C., gas, none) 15. Heating system: (Types: heat purr, elec. strip. nat. gas, LP -Gas, gas h.p., room or PTAC, none) t. gas, LWj -gas, solar, t jot rec., ded. heat pump, other, none) CLOVE • 7 1 i 9 9 1 i JURISDICTION NO.: t. Mew conetruspon srdudbp adatIons Mika iesayorana any of dye following features cannot comply using this mead: tied stud vara, single assembly root/rang aaslatmcon, or andbants or other rsmsteme root gas,. 2. Choose one of the osmpon nt packages 'A' Stroup "C° from Table 88-1 by vii you blend to oanply Pah is coda. Cade the column of is paelogs you have Osman. 3. Fool N ad the applaab a spas o1 Ma 'To Be Insfedsd' whom en. - Table e8.1 with the bAomrttco repaefetl. A8 - To Be Installed' values must be spa to or more etlofed than the rep"ked users. 4. Comdata papa 1 based an the 'To Be Installed' cabman admiration. s. Read *Uhlmom Raquiranards for Ali Padsgea•. Table 88.2 and crest each box to bdkate your tined to comply with al applicable Items. 8. Read, elpn and datethe'Peapared By' anntsulon statement et the bottom ot pap 1. The WIWI or men; aged must ako sip and date la lawns Please Type 1 . 2. A CID( OP{ 3. 5 4. -. 6. e. 144C 7 . 1 Sr.. 9. -144-sq. R % 10a R a O 10b. R 10c. R 10d. R 10e. R= 85 lin. sq. ft. sq. it sq. Ft. 110-1 R a 5 85 2 sq , ft 11a-2 R a sq. R. 11b-1 R o sq. ft. 11b-2 R = sq. ft. 12a. R = 3" sq. ft. 9 4' 12b. R=4. sq. R 13. R= 4. 14a. Type• Cf..erTglk L• 14b. SEER6EER: 5 , 0 ' 14c. Capacity: 3.S '(T 1 t$ 15a. Type: F LAC . STS t f 16b. HSPFACOPIAFUE: 16c. City: 16a. Type: Leo • CK 13-0.31R A , • OPENDIX 18'0 TAMA 88-1 Wage (exterior oraklesen) Wood *moo CBS Insulator on beano' at won Doc Canes Under Cooling s Heating system Electric heat pump Gas *meats Water heeler ENelrkwatarhealer Goa water heater Ober (see PAtEUGB A e% plm to floor sae owthan4 mmabed 0.78 0.25 R -value R-11 R -value F54.1 SAM voted orMann Rnatue R40 R -vtluo Not snowed R.0 1 3.0 0.42 0.64 er 292 Re EF 0.64 Ef SEER 15 AFUE . 0.7e 0.54 0.64 renitence Bernsresfatprm EleanlarwNeeoee 0.75 AFUE 0.78 Floor Slebe rodsoNY Rased does 1 1 R41 rises or Inside At!!!!!!!!1 R-abe R-® AMU the wage or inside condbonsd spew COMPONENT Udedor Soler Hest Gabe Corinne Air disMothon "At m Dumas in ea10 Air handles la *ten PACKAGES PACKAGE s le %gimeto floor area ? ovsmten4 requited Wager 0.78 SW= 0.45 TO GE lt4TALLED s 16% alms to floor area NFA 2 °Nerhin4 mgIbed OH ° 1 Wader Udaator. 8HeC 066 SHOC. SEER Cal o nem 7 8 5 01101 Femme s% Rem Aes6 Tag pwaege *lamaledrdedbydMangthe total Nag nes arms by Ste toteooxs imsd Outlaw Tim mr tlisbsbr esor eQllti bob* bitA trern Ili NI VOW OWAApIn min Nillbe mar srrtionhtpgaretWrithe 1,101 NMinn eaap6ots:1) nes as Ma tabled sods of a Moe and 2) tin ems b tan Coate bode isle eaeMtley hoes, 1EW. ale Fees Weer Vie AUes Indicated r tldnb tree eaatpfehU subtler' Meal abed totes etreaams1 d tar web Min or floor Ms ! skis d the structural bang mad* MO riot esincbd l ttlis eateutatket "Clumage components an towsmaratito aidgmed hinsacbs bad Whose o sumo oondlgoned spacefrom intocadttored butmnslasatlwoe lberior 'compomin swab amillaned sus Iran vabeditlated and sue +1 Ran: Sbb-apadefloors wahehtsdg. b e s d a tl o , are samptbM. wood u u ntil owe Mina anniit by Atstliad 6. Oaks 1 8150'duemenfhe isM a Inn 6 % lobosbased ma exam tart man byatL prared WM WNW prasotbart MOM Cetao467Keeai she rascal Osumi Wu MAW Ads MR) tor tao ril tags et how robin Alf ORO lnr teens milts W PtACs sail tvwOa bee sod* Airose skirls strip bsiespe mains Amin thew a Wpm y pru awn be retail w16i s hung Sawn Fel Finn OMPF) apnl to a maw than tla praaarOso N6. Hat Memns nW amstsln Ime0L1AiC1 2. 1A .Me drub Wane bus mtM+Aowd tar thus *um new NS NNW Sidom ening Any deaused nun Meg and or renal gamma with � 46 or anew mo A �Y nse s6led 8aW systems + et ham sr tf of 1.5 or Inaba Bank rahtsns ayesnrs aoa)eaa6en te8h ass fyetsals. TA MAGNUM MAGNUM FOR ALL PACtaets COMPONENTS Elsner Joints * Creaks Exterior W1ndows ti Doom Bole 8 Top hates Reamed Wang Multistory H Exhaust Fans Water floaters Sat nndn4 Pools 8 Spas Hot Water Pipes fires ee Heads HVAC Dad Corstneelfon, Insndetlmn 8 hsM51011 1110T1ON allettletimpirrIS 808.1 To be coulked, 4akeled, weo8ur-sbfpped er often5 sealed. 808.1 Max .3 dmi q.R window seem A dMat t. dear awn. Ott Sole Plates and prtsbadae deeugh tap Nets ateleeetor mat be seared. 808.1 Type IC Mad wan no penenatlaee (pro el anelves sNomrsd} 608,1 Nr bark( eat perimeter Wager andly Muse boom 808.1 Edema feu vented to weoisGtloned specie ahsn haw dmnps , mew for combing= datioes with Integral exhaust 612.1 Comply nth e1* t*T, ragubernerib in Table e12.1.ANC.3.2. NAM or dirty ended situp breaker etsano or molt Esc (SRS) mast be provided. d or bulk-In heat trap required kw verbal pipe deem Spas & heated pools heelers must h M enem S eGdwsy of 78% pmts most it a pump *nor. ctas 612.1 Mullikin M required ter hot weer gradatlrte systems (bekr1M4 had rummy min. 612.1 Wider ass must be rs5MMd to me maelhen 2.6 ela1 AO ducts, Itbies, medundoel bibbed in 0oosdanoe en the Per and pMe mn mhumbera sin0 be maalr,do y Medved, send, Insulated and of BadMn 610.1. Ducts M wefts gloat bs bsdsad to a mum= in Rat. minute to st 80 peg. CHECK ue 812.1 Inspection Date: June 18, 2009 Inspector: Bruhn, Norman Owner: LEVINSO GARY'4 N;, A i4ENA Job Address: 660 GRA D CONCOUR Miami Shores, FL 33138 Project: <NONE Contractor: LEADING BUILDERS, INC Building Department Comments ADDITION OF NEW ENTERTAINMENT ROOM AND NEW COVERED PORCH 04/14/09 REVISION ON NOA FOR WINDOWS /DOORS Passed Failed Correction Needed Re- Inspection Fee June 18, 2009 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments 20.E Permit Type: Imported Permit Inspection Type: F. Elevation Certificate Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954/605 -3617 For Inspections please call: (305)762 -4949 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name GARY LEVINSON A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 660 GRAND CONCOURSE A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 5 &6 LESS E 5' OF LOT 5, BLOCK 102 OF MIAMI SHORES SECTION 4, PB 15, PG 14, D.C.R., APN #11 -32-06 -017 -1980 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. 25 °52'01.6° Long. 80 °11'03.5" A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) 0 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b B1. NFIP Community Name & Community Number MIAMI SHORES 120652 Indicate the so urce of the Base F lo o d Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe) BI1. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? :Wes ∎ 4 No Designation Date ❑ CBRS ❑ OPA f) g) City MIAMI SHORES State FL ZIP Code 33138 a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Certifler's Name ROBERT L.THOMPSON FEMA Form 81 -31, February 2006 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION 0. , etc.) RESIDENTIAL, Horizontal Datum: ❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. County Name MIAMI -DADS SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction" 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized COUNTY Vertical Datum NGVD Conversion/Comments 12.45 IN feet NA. ❑ feet N /A. ❑ feet 10.38 ► feet 1.Q.19 ® feet 11.85 12.15 A9. For a building with an attached garage, provide: a) Square footage of attached garage 614 + - sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings In A9.b 0 License Number 3869 Title PROFESSIONAL LAND SURVEYOR Company Name ACCURATE LAND SURVEYORS Address 1150 E ATLANTIC BLVD City POMPANO BEACH State FL ZIP Code 33060 Signature --- Date 12/3/08 Telephone 954 -782 -1441 See reverse side for continuation. Policy Number B3. State Check the measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the Information on thls Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Company NAIC Number sq In Replaces all previous editions B4. Map/Panel Number 12025C0093 B5. Suffix J B6. FIRM Index Date 7/17/95 B7. FIRM Panel Effective /Revised Date 3/2/94 B8. Flood Zone(s) X B9. Base Flood Elevations) (Zone AO, use base flood depth) N/A U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name GARY LEVINSON A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 660 GRAND CONCOURSE A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 5 &6 LESS E 5' OF LOT 5, BLOCK 102 OF MIAMI SHORES SECTION 4, PB 15, PG 14, D.C.R., APN #11 -32-06 -017 -1980 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory A5. Latitude /Longitude: Lat. 25 °52'01.6° Long. 80 °11'03.5" A6. Attach at least 2 photographs of the building if the Certificate is being A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) 0 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b B1. NFIP Community Name & Community Number MIAMI SHORES 120652 Indicate the so urce of the Base F lo o d Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe) BI1. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? :Wes ∎ 4 No Designation Date ❑ CBRS ❑ OPA f) g) City MIAMI SHORES State FL ZIP Code 33138 a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Certifler's Name ROBERT L.THOMPSON FEMA Form 81 -31, February 2006 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION 0. , etc.) RESIDENTIAL, Horizontal Datum: ❑ NAD 1927 ® NAD 1983 used to obtain flood insurance. sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B2. County Name MIAMI -DADS SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction" 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized COUNTY Vertical Datum NGVD Conversion/Comments 12.45 IN feet NA. ❑ feet N /A. ❑ feet 10.38 ► feet 1.Q.19 ® feet 11.85 12.15 A9. For a building with an attached garage, provide: a) Square footage of attached garage 614 + - sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings In A9.b 0 License Number 3869 Title PROFESSIONAL LAND SURVEYOR Company Name ACCURATE LAND SURVEYORS Address 1150 E ATLANTIC BLVD City POMPANO BEACH State FL ZIP Code 33060 Signature --- Date 12/3/08 Telephone 954 -782 -1441 See reverse side for continuation. Policy Number B3. State Check the measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the Information on thls Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Company NAIC Number sq In Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 660 GRAND CONCOURSE City MIAMI SHORES State FL ZIP Code 33138 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB NO 08 -2939, A/C PAD 10.19'NGVD Signature ROBERT L. THOMPSON Date 12/3/08 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: if no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community-Issued BFE) or Zone AO must sign here. The statements In Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name ROBERT L. THOMPSON LICENSE NO. 3869 Address 1150 E ATLANTIC BLVD Signature Comments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. GI . ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- Issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodpiain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) FEMA Form 81 -31, February 2006 SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION Date Telephone 954 -782 -1441 Title Telephone Date For Insurance Company Use: Policy Number Company NAIC Number City POMPANO BEACH State FL ZIP Code 33060 fl Check here if attachments Check here if attachments Replaces all previous editions Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 660 GRAND CONCOURSE City MIAMI SHORES State FL ZIP Code 363138 For Insurance Company Use: Policy Number Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation. Page, following. FRONT VIEW 11/26/08 SIDE VIEW 11/26/08 Building Photographs See Instructions for Item A6. SIDE VIEW 11/26/08 SIDE VIEW 11/26/08 REAR VIEW 11/26/08 Instructions — Page 2 REAR VIEW 11/26/08 REAR VIWE 11/26/08 Instructions — Page 3 REAR VIEW 11/26/08 SIDE VIEW 11/26/08 Instructions — Page 4 FRONT VIEW 11/26/08 SIDE VIEW 11/26/08 Instructions — Page 5 Building Photographs Continuation Page Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. City State FL ZIP Code For Insurance Company Use: Policy Number Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." ADDITION OF NEW ENTERTAINMENT ROOM AND NEW COVERED PORCH 04/14/09 REVISION ON NOA FOR WINDOWS /DOORS 6/(e/di Passed 9m Inspector Comments 4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: June 18, 2009 Inspector: Dacquisto, David Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Miami Shores, FL 33138- Project: June 18, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 <NONE> Contractor: LEADING BUILDERS, INC Building Department Comments For Inspections please call: (305)762-4949 Permit Type: Imported Permit Inspection Type: Survey Final Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 9541605 -3617 Page 1 of 1 1150 E. .ATLANTIC BLVD. POMPANO BEACH FLORIDA 33060 ACCURATE LAND SURVEYORS, INC. TEL. (954) 782 -1441 li p L.B. #3635 I SHEET 1 OF 2 1 FAX. (954) 782 -1442 TYPE OF SURVEY: BOUNDARY & TOPO LEGAL DESCRIPTION: LOTS 5 AND 6 LESS THE EAST 5 FEET OF LOT 5, BLOCK 102 OF MIAMI SHORES SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. ADDRESS: 660 GRAND CONCOURSE MIAMI SHORES, FL 33138 FLOOD ZONE: BASE FLOOD ELEVATION: CONTROL PANEL NUMBER: EFFECTIVE: LOWEST FLOOR ELEVATION: 12.45'NGVD1929 GARAGE FLOOR ELEVATION: 10.39'NGVD1929 LOWEST ADJACENT GRADE : N/A HIGHEST ADJACENT GRADE : N/A REFERENCE BENCH MARK: SEE BELOW FOR BENCHMARK INFORMATION CERTIFY TO: 1. GARY A. & GRATHENA LEVINSON 2. 3. 4. 5. 6. BENCHMARK INFORMATION: MIAMI -DADE COUNTY BENCHMARK #D -159 ELEVATION = 10.31'NGVD1929 MIAMI -DADE COUNTY BENCHMARK #N -802 ELEVATION = 8.97'NGVD1929 NOTES: 1. THIS SURVEY CONSISTS OF A MAP AND A TEXT REPORT. ONE IS NOT VALID WITHOUT THE OTHER. 2. OWNERSHIP OF FENCES AND WALLS IF ANY, NOT DETERMINED. 3. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON. TO BE VALID ONE YEAR FROM THE DATE OF SURVEY AS SHOWN HEREON. + ^ - A A CB R RIW P.C. P.T. WM OH E W B.M. EH U/8 = CENTRAL ANGLE = ARC LENGTH = CHORD BEARING = RADIUS SQ. FT. - RIGHT OF WAY P.C.P. = POINT OF CURVATURE P.B.C.R. = POINT OF TANGENCY P = WATER METER N &D = OVERHANG P.O.C. = NORTH P.O.B. = SOUTH A/C = EAST FND. = WEST CHATT. = BENCHMARK STA. = FIRE HYDRANT F.P.L. = OFFSET ELEV. X N/A 120652- 0093 -J REVISED: 3/2/1994 = ELEVATIONS BASED ON N.G.V.D. = SQUARE FEET = PERMANENT CONTROL POINT = PALM BEACH COUNTY RECORDS = PLAT = NAIL & DISC = POINT OF COMMENCEMENT = POINT OF BEGINNING = AIR CONDITIONER = FOUND = CHATTAHOOCHEE STATION = FLORIDA POWER & LIGHT = ELEVATION LEGEND OF ABBREVIATIONS: MAINT. = MAINTENANCE B.C.R. = BROWARD COUNTY RECORDS D.C.R. = DADE COUNTY RECORDS P.B. = PLAT BOOK O.R.B. = OFFICIAL RECORDS BOOK F.F. = FINISHED FLOOR GAR. GARAGE ELEC. = ELECTRIC SEC. = SECTION TWP. = TOWNSHIP RGE. = RANGE C/L = CENTERLINE MH = MANHOLE ESMT. = EASEMENT JOB NUMBER: SU -08 -2939 ENCH. (M) LP CONC, D.B. CLF BLVD. AD I.P. LIL P.R.M. N.G.V.D. U.E D.E A.E S E A < NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ENCH. = MEASURED = LIGHT POLE. = CONCRETE = DEED BOOK = CHAIN LINK FENCE = BOULEVARD = ASSUMED DATUM IRON PIPE = IRON ROD _ PERMANENT REFERENCE MONUMENT NATIONAL GEODETIC VERTICAL DATUM = UTILITY EASEMENT = DRAINAGE EASEMENT ANCHOR EASEMENT 1150 E. ATLANTIC BLVD. 4� ACCURATE LAND SURVEYORS, INC. POMPANO BEACH FLORIDA 33060 L.B. #3635 1 SHEET 2 OF 2 TEL (954) 782 -1441 FAX. (954) 782 -1442 FOUND IRON PIPE NO ID 1.70 5' W000 FENCE 1.0' 6 1 1 . 9.79 W O D v x 9.77' SET 1 2 IRON ROD LB3835 RADIUS = 1719.79' DELTA =03 °09'54" ARC = 95.00' oA .�� ELEVATIONS BASED ON N.G.V.D. • GRAND CONCOURSE: `ar 9' ASPHALT PAVEMENT `•a` 15' ALLEY R/W SET 1/2° IRON ROD L.B3635 1.5' x • FOUND IRON PIPE NO ID EAST 5.0' LOT 5 BLOCK 102 EAST LINE LOT 5 BLOCK 102 S.E. CORNER LOT 5 BLOCK 102 LOT 4 BLOCK 102 RADIUS= 1849.79' DELTA = 06'53'13" ARC= 222.34' FOUND IRON PIPE NO ID AT BLOC( CORNER GRAPHIC SCALE 1 1. UNLESS OTHERWISE NOTED FIELD MEASUREMENTS ARE IN AGREEMENT 1WTH RECORD MEASUREEMENTS. 2. BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF N/A ALONG THE N. LINE OF LOT BLOCK PLAT BOOK PAGE BROWARD COUNTY RECORDS 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS, OR OTHER MATTERS OF RECORDS BY ACCURATE LAND SURVEYORS, INC. 4. OWNERSHIP OF FENCES AND WALLS IF ANY NOT DEIEMNED. 5. THIS DRAWING IS THE PROPERTY OF ACCURATE LAND SURVEYORS. INC. AND SHALL NOT BE USED OR REPRODUCTED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 8. THIS SURVEY CONSISTS OF A MAP AND TEXT REPORT. ONE IS NOT VAUD WITHOUT THE OTHER 7. THIS SURVEY 1S MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON. TO BE VAUD ONE YEAR FROM THE DATE OF SURVEY AS SHOWN. 8. THIS SURVEY IS MADE FOR MORTGAGE AND TITLE PURPOSES ONLY AND SHOULD NOT BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. REVISIONS DATE BY CERTIFICATION: THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS UNDER RULE 61017 -8 FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA BOARD OF LAND SURVEYORS, MAY 1995. ROBERT L THOMPSON (PRESIDENT) PROFESSIONAL SURVEYOR AND MAPPER No.3869 - STATE OF FLORIDA E A 4 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LENSED SURVEYOR AND MAPPER. DATE OF SURVEY IDRAWN BY 11/26/08 I ODI CHECKED BY MLW FIELD BOOK 2820/48 1 SCALE 1"=20' SU -08 -2939 PERMIT #: oppi--1) _ Vami Shores Village APPROVED _ . . i Irgir -5 ZONING DEPT 1!! BLDG DEPT 111P 4 dp-epp SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS NmcmgymI la JUN 8 2009 c11, BY: ADDITION OF NEW ENTERTAINMENT ROOM AND NEW COVERED PORCH 04/14/09 REVISION ON NOA FOR WINDOWS/DOORS Passed o ailf o Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: June 18, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Miami Shores, FL 33138- Project: <NONE> Contractor: LEADING BUILDERS, INC Building Department Comments June 18, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: F. Special Inspector Letter Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 9541605 -3617 Page 1 of 1 - A 20 January 2009 Building Official Village Of Miami Shores Miami Shores, FL Re : Sir : Levinson Residence Addition 660 Grand Concourse Miami Shores, FI. Permit No : 04 -11 DZN ARCHITECTURE ENGINEERING CONSTRUCTION m • r Please be advised that several inspections were performed at the above referenced project location in the months of February - April 2005 for the following, included but not limited to : Roof trusses, Truss strappings, anchors, tie downs, Roof sheathing and fasteners. The inspections showed that the work was installed according to the approved building plans and performed to the standards of the Florida Building Code 2001 in effect ely, P- gelMirr, • ra F - Ikner, R. Princ ' al DZN I TL. INC. AR 0 1 4988 MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 December 15, 2008 Brian Dickens Leading Builders Construction Company 13030 NW 8 Street, Miami, FL 33182 Re: Project: Residence Addition at 660 Grand Concourse Miami Shores, FL Dear Mr. Dickens, ASSOCIATES INC. On December 11, 2008, a representative of ATC Associates Inc. (ATC) performed a visual inspection on the foundation of the addition at the above noted project. It is our understanding that the existing addition was constructed approximately three years ago. No evidence of settlement cracks were observed during this inspection. Two excavations were made outside the addition, adjacent to the continuous footings of the structure. The excavations revealed the presence of a limestone formation directly beneath the foundations. Based on the conditions observed, it is our professional opinion that the foundations bear on suitable competent soils. ATC appreciates this opportunity to provide you with quality engineering services. Should you have any questions regarding this letter, please don't hesitate to contact our office. Respectfully Submitted, ATC Associates Inc. Alexis Paniagua,'P.E. Florida Registration No. 62519 9955 NW 116 way Suite 1 -5 Miami, Florida 33178 www.atcassociates.com 305.882.8200 305.882 -1200 ADDITION OF NEW ENTERTAINMENT ROOM AND NEW COVERED PORCH 04/14/09 REVISION ON NOA FOR WINDOWS /DOORS Passed all&693271,19 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Da 18, 2009 Inspector: Bruhn„ Norman ��0 i Iii Owner: L & 4 THENA Job Address: 6!0 p c 16 Shores, Pi. 33 Project: Building Department Comments June 18, 2009 <NONE> E Contractor: LEADING BUILDERS, INC For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: F. Elevation Certificate Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954/605 -3617 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name GARY LEVINSON A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 660 GRAND CONCOURSE City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 5 &6 LESS E 5' OF LOT 5, BLOCK 102 OF MIAMI SHORES SECTION 4, PB 15, PG 14, D.C.R., APN #11- 32- 06-017 -1980 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25 °52'01.6 Long. 80 ° 11'03.5" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or endosure(s), provide a) Square footage of crawl space or endosure(s) 0 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b B1. NFIP Community Name & Community Number MIAMI SHORES 120652 a) Top of bottom floor (Including basement, crawl space, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) f) g) .Certifler's.Name ROBERT L.THOMPSON ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 0 sq in B2. County Name MIAMI -DADS 11.85 12.15 Title PROFESSIONAL LAND SURVEYOR Company Name ACCURATE LAND SURVEYORS Address 1150 E ATLANTIC BLVD City POMPANO BEACH State FL ZIP Code 33060 Signature FEMA Form 81 - 31, February 2006 Date 12/3/08 Telephone 954 - 1441 See reverse side for continuation. OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number Company NAIC Number RESIDENTIAL Horizontal Datum: ❑ NAD 1927 IN NAD 1983 to obtain flood Insurance. A9. For a building with an attached garage, provide: a) Square footage of attached garage 614 + - sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 B3. State 610 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: C_ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) • B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ['Yes ►1∎ No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction" IN Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified In Item A7. Benchmark Utilized COUNTY Vertical Datum NGVD Conversion/Comments 12.1,5 ® feet NA. ❑ feet �. ❑ feet 10.38 ® feet 10.19 C( feet ® feet feet Check the measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code; Section 1001. IN Check here if comments are provided on back of form. License Number 3869 sq in Replaces all previous editions B4. Map/Panel Number 12025C0093 B5. Suffix J B6. FIRM Index Date 7/17/95 B7. FIRM Panel Effective/Revised Date 3/2/94 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name GARY LEVINSON A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 660 GRAND CONCOURSE City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 5 &6 LESS E 5' OF LOT 5, BLOCK 102 OF MIAMI SHORES SECTION 4, PB 15, PG 14, D.C.R., APN #11- 32- 06-017 -1980 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25 °52'01.6 Long. 80 ° 11'03.5" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or endosure(s), provide a) Square footage of crawl space or endosure(s) 0 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b B1. NFIP Community Name & Community Number MIAMI SHORES 120652 a) Top of bottom floor (Including basement, crawl space, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) f) g) .Certifler's.Name ROBERT L.THOMPSON ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 0 sq in B2. County Name MIAMI -DADS 11.85 12.15 Title PROFESSIONAL LAND SURVEYOR Company Name ACCURATE LAND SURVEYORS Address 1150 E ATLANTIC BLVD City POMPANO BEACH State FL ZIP Code 33060 Signature FEMA Form 81 - 31, February 2006 Date 12/3/08 Telephone 954 - 1441 See reverse side for continuation. OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number Company NAIC Number RESIDENTIAL Horizontal Datum: ❑ NAD 1927 IN NAD 1983 to obtain flood Insurance. A9. For a building with an attached garage, provide: a) Square footage of attached garage 614 + - sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 B3. State 610 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: C_ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) • B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ['Yes ►1∎ No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction" IN Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified In Item A7. Benchmark Utilized COUNTY Vertical Datum NGVD Conversion/Comments 12.1,5 ® feet NA. ❑ feet �. ❑ feet 10.38 ® feet 10.19 C( feet ® feet feet Check the measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code; Section 1001. IN Check here if comments are provided on back of form. License Number 3869 sq in Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 660 GRAND CONCOURSE City MIAMI SHORES State FL ZIP Code 33138 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments JOB NO 08 -2939, NC PAD 10.19'NGVD Signature ROBERT L. THOMPSON Date 12/3/08 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B. and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (Including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community- Issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name ROBERT L. THOMPSON LICENSE NO. 3869 Address 1150 E ATLANTIC BLVD Signature Comments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- Issued BFE) or Zone AO. G3. ❑ The following information (items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: fl feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments FEMA Form 81 -31, February 2006 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) For insurance Company Use: Policy Number Company NAIC Number City POMPANO BEACH State FL ZIP Code 33060 Date Telephone 954-782 -1441 Title Telephone Date Tl Check here if attachments Check here if attachments Replaces all previous editions Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 660 GRAND CONCOURSE City MIAMI SHORES State FL ZIP Code 363138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation. Page, following. FRONT VIEW 11/26/08 • SIDE VIEW 11/26/08 Building Photographs See Instructions for Item A6. For Insurance Company Use: Policy Number Company NAIC Number SIDE VIEW 11/26/08 4 ' REAR VIEW 11/26/08 Instructions — Page 2 REARVIEW 11/26/08 REAR VIWE 11/26/08 Instructions — Page 3 REAR VIEW 11/26/08 SIDE VIEW 11/26/08 SIDE VIEW 11/26/08 Instructions — Page 4 FRONT VIEW 11/26/08 r SIDE VIEW 11/26/08 Instructions — Page 5 Building Photographs Continuation Page Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. City State FL ZIP Code For Insurance Company Use: Policy Number Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." MOTES: 4 FA " 1:RADIUS= 1849.79' DELTA= 03 °1 0'36 ARC = 102.56' FOUND IRON PIPE NO ID 1.0' eP 9.7 D v D 1 1.70 x 9.77' x x 5' WOOD FENCE x RADIUS = 1719.79' DELTA =03 °09'54" ARC= 95.00' 0 .1. ELEVATIONS BASED ON N.G.V.D. DATE OF SURVEY I DRAWN BY 11/26/08 (DI 1150 E. ATLANTIC BLVD. ACCURATE LAND SURVEYORS, INC. FLORIDA 33060 LB. #3635 POMPANO BEACH GRAND CONCOURSE ._..:::::.. SET 1 1 . IRON ROD 0 ti SET 1/2" LB3835 J 4/C3 IRON ROD � 9' ASPHALT PAVEMENT d L 83 ' 35 °A 15' ALLEY R" s 1. UNLESS OTHERWISE NOTED FIELD MEASUREMENTS ARE IN AGREEMENT 19114 RECORD MEASUREMENTS. 2. BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF N/A ALONG THE N. UNE OF LOT BLOCK PLAT BOOK PAGE , BROWARD COUNTY RECORDS 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS, OR OTHER MATTERS OF RECORDS BY AOCURA1E LAND SURVEYORS, INC. 4. OWNERSHIP OF FENCES AND WALLS IF ANY NOT DETEMINED. 5. THIS DRAWUIO 15 THE PROPERTY OF ACCURATE LAND SURVEYORS. INC. AND SHALL NOT BE USED OR REPRODUCTED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 6. THIS SURVEY CONSISTS OF A MAP AND TEXT REPORT. ONE IS NOT VALID WITHOUT THE OTHER. 7. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON, TO BE VAUD ONE YEAR FROM THE DATE OF SURVEY AS SHOWN. 8. THIS SURVEY IS MADE FOR MORTGAGE AND TITLE PURPOSES ONLY AND SHOULD NOT BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. REVISIONS DATE CHECKED BY MLW FIELD BY SHEET 2 OF 2 1 BOO( 2820/48 1. FOUND IRON PIPE NO ID EAST 5.0' LOT 5 BLOCK 102 0 LOT 4 0 BLOCK 102 z a 0 co EAST LINE LOT 5 //—LOT 102 CERTIFICATION: THIS IS TO CERTIFY THAT 1 HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND SKETCH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS UNDER RULE 61017 -6 FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA BOARD OF LAND SURVEYORS, MAY 1995. S.E CORNER LOT 5 BLOC( 102 TEL (954) 782 -1441 FAX. (954) 782 -1442 RADIUS •1849.79' DELTA= 06•53'13" ARC= 222.34' ROBERT L THOMPSON (PRESIDENT) PROFESSIONAL SURVEYOR AND MAPPER Na3889 - STATE OF FLORIDA FOUND IRON PIPE NO ID AT BLOCK CORNER GRAPHIC SCALE 1 =20' ! ' E A 4 NOT VALID WATHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I SCALE 1 " =20' f SU--08 -2939 PERMIT #: f6VO4 -11 Miami Shores Village APPROVED BY DATE ZONING DEPT �✓ (D / !'f BLDG DEPT SUBJECTTO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS lic5EgvET ta JUN L 8 2000 I B Yo 1/ ADDITION OF NEW ENTERTAINMENT ROOM AND NEW COVERED PORCH 04/14/09 REVISION ON NOA FOR WINDOWS /DOORS aL a ix as),_, Passed 44 cw. Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: June 18, 2009 Inspector: Dacquisto, David Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Miami Shores, FL 33138- Project: <NONE> Contractor: LEADING BUILDERS, INC Buildinci Department Comments June 18, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: Survey Final Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 9541605 -3617 Page 1 of 1 1150 E. ATLANTIC BLVD. POMPANO BEACH FLORIDA 33060 Q TYPE OF SURVEY: BOUNDARY JOB NUMBER: SU -08 -2939 & TOPO LEGAL DESCRIPTION: LOTS 5 AND 6 LESS THE EAST 5 FEET OF LOT 5, BLOCK 102 OF MIAMI SHORES SECTION 4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. ADDRESS: 660 GRAND CONCOURSE MIAMI SHORES, FL 33138 FLOOD ZONE: BASE FLOOD ELEVATION: CONTROL PANEL NUMBER: EFFECTIVE: X N/A 120652 - 0093 -J REVISED: 3/2/1994 LOWEST FLOOR ELEVATION: 12.45'NGVD1929 GARAGE FLOOR ELEVATION: 10.39'NGVD1929 LOWEST ADJACENT GRADE : N/A HIGHEST ADJACENT GRADE : N/A ACCURATE LAND SURVEYORS INC. L.B. #3635 I SHEET 1 OF 2 I REFERENCE BENCH MARK: SEE BELOW FOR BENCHMARK INFORMATION CERTIFY TO: 1. GARY A. & GRATHENA LEVINSON 2. 3. 4. 5. 6. BENCHMARK INFORMATION: MIAMI -DADE COUNTY BENCHMARK #D -159 ELEVATION = 10.31'NGVD1929 MIAMI -DADE COUNTY BENCHMARK #N -802 ELEVATION = 8.97'NGVD1929 NOTES: 1. THIS SURVEY CONSISTS OF A MAP AND A TEXT REPORT. ONE IS NOT VALID WITHOUT THE OTHER. 2. OWNERSHIP OF FENCES AND WALLS IF ANY, NOT DETERMINED. 3. THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CERTIFIED HEREON. TO BE VALID ONE YEAR FROM THE DATE OF SURVEY AS SHOWN HEREON. + p c/ ' LEGEND OF ABBREVIATIONS: A A CB R- R/W P.C. P.T. WM OH E W B.M. FH oh = CENTRAL ANGLE = ARC LENGTH = CHORD BEARING = RADIUS SQ. PT. RIGHT OF WAY P.C.P. = POINT OF CURVATURE P.B.C.R. = POINT OF TANGENCY P = WATER METER N &D OVERHANG P.O.C. = NORTH P.O.B. = SOUTH A/C = EAST FND. = WEST CHATT. = BENCHMARK STA. = FIRE HYDRANT F.P.L. = OFFSET ELEV. = ELEVATIONS BASED ON N.G.V.D. = SQUARE FEET = PERMANENT CONTROL POINT = PALM BEACH COUNTY RECORDS = PLAT = NAIL & DISC POINT OF COMMENCEMENT = POINT OF BEGINNING = AIR CONDITIONER = FOUND = CHATTAHOOCHEE = STATION = FLORIDA POWER &LIGHT = ELEVATION MAINT. B.C.R. D.C.R. P.B. O.R.B. F.F. GAR. ELEC. SEC. TWP. RGE. C/L MH ESMT. = MAINTENANCE BROWARD COUNTY RECORDS = DADE COUNTY RECORDS = PLAT BOOK = OFFICIAL RECORDS BOOK = FINISHED FLOOR = GARAGE = ELECTRIC = SECTION = TOWNSHIP = RANGE = CENTERLINE = MANHOLE = EASEMENT ENC}L (M) LP CONC. D.B. CLF BLVD. AD I.P. I.R. P.R.M. N.G.V.D. U.E D.E. A.E TEL. (954) 782 -1441 FAX. (954) 782 -1442 E A < NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. ENCH. = MEASURED = LIGHT POLE. = CONCRETE = DEED BOOK = CHAIN LINK FENCE BOULEVARD = ASSUMED DATUM = IRON PIPE = IRON ROD = PERMANENT REFERENCE MONUMENT = NATIONAL GEODETIC VERTICAL DATUM = UTILITY EASEMENT = DRAINAGE EASEMENT = ANCHOR EASEMENT BUILDING PERMIT APPLICATION FBC 20 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) ��' t ' "1 Owner's Address ( & jO t JC ) e City kl k Q-A--6 State Is Building Historically Designated YES Contractor's Company Name Lx-fkow67 Contractor's Address (30 .Sr City Y "' fifrVit State Dt/6i Qualifier Name Desdr! 41ti %"°. IQL,V,)9 IplyCw NO " CFv1 t (®tI Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 W W W.MIAMISHORESVILLAGE.COM g 41 ['Addition [Alteration :New ork: UL) (aPO19 PR- i4t Permit No. L Master Permit No. 0' T 1/ Phone # C'3 74. 3(4'11 Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) rD© & 1I'JO CONCoO te-t t City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Phone # Zip 33/ '2— State Certificate or 066 c070 Cert ficate of Competency o I Phone # E -mail S eye -Teets • f'7e- 1 Contact Phone Architect/En `hfeYC ' if applicable) Phone # Value ejfitV� a ' his Permit $ Square / Linear Footage Of Work: ❑ Repair/R iNOow i 'lle11117Z 1 APR 14 1009 B Y : o. 0ve_m Flood Zone qst i 60 3 (Q17 place ['Demolition 66 t2s * ******* **: x***** ************ ***********F ***** ******** ****: x* ******:**:xm************** Submittal Fee $ Permit Fee $ ca, "" — CCF Notary $ Training/Education Fee $ Technology Fee $ Scanning $ ( c ' 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ �l .00 Sep Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for F.I.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised 07/10/07) Engineer Signature The for egoing day of who is Sign: Print: Contractor strument was acknowledged befo a t his) L V VIA `,by rsonally known to me or who has produced *CAL ification and who did take an oath. TAR PUBLIC: **********: x******** **** x:**** ******* **************** ** * * **** ******************** * * * *** * *** *** ** ********* ***** APPLICATION APPROVED BY Plans Examiner Zoning Clerk checked Miami Shores Village Building Department Vs, 02-07012_ &Hoz_ C)3-noS c.4 Permit No, Job Name Date STRUCTURAL CRITIQUE SHEET 4,--/ /- 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 e , a do 1110a �, . , tt'ha ��lt l6 Oal Sua6R, 1 . 0-0 KOrjelEIVEIMIRINIMIIIIIElmair ALE= 804 morruarmarmiuranm Miami Product Appro t c n Department e' om arison Chart Address: NWT = 0 1 Dr crip0i• of wi. :.i1' i 0 - . 1 .e Opening Sbutar Re �, r, `. ; y , �► r oar or T r�; py Y 2 T . ■ �n 1 J 1� � s�aoR . a**,JCT3MICI Ez x at . D LT x. 3 Input ca! No S re YES MIA MMADE BUILDING CODE PRODUCT CO NOTICE 0 P CO) OA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331301563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industric P.O. Box 1529:' Nokomis, FL SCOPE: This NOA is being issued under the applicable - rggul t;q g the use of construction materials. The documentation submitted has been reviewed + iu- r : ounty Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be '' in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door- Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County oduct Control Division. MISSII,E IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, following statement: "Miami -Dade County Product Control Approved ", unless otherwise note RENEWAL of this NOA shall be considered after a renewal application has been filed and change in the applicable building code negatively affecting the performance of this pr TERMINATION of this NOA will occur after the expiration date or if there has been materials, use, and/or manufacture of the product or process. Misuse of this NOA as product, for sales, advertising or any other purposes shall automatically terminate with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade the expiration date may be displayed in advertising literature. If any portion be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by and shall be available for inspection at the job site at the request of the Building This NOA revises NOA # 01- 0417.04 and, consists of this page 1 as well as appro e. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 1.12 Expiration Date: November 2 , 2006 Approval Date: July 12, 2002 Page 1 • ' • • 1 , • • 01111 I LI I r W000 Buoy TAPCON 8 TYP. HEAD TYP SILL, 112 nAiree • TYP. HEAD g re I— 1 W000 1/4'1APCON IYP. JAMB 0 Robert L Clark, PS P.E. 939712 Structural 2 19 5/16x1/16 TRUSS WASHER 7WASHA 10x1 2 FLT. HO. PHIL 710X12PPW TOP BOTT. SLIDE BOLT LOCK 41720 6x1 2 FLT. HD PHIL. 7612FW ex 1/2 SCR. PN HD. QUAD. 78112A SC4.41 SEAL.ER 6SM55W LOCK SUPPORT ASS'Y. 4UBLOK 1/lock) 7634F 6 2/lock support 066)'.) 60200K 5 1 astra als r. ombs & head 4U R LOK astra a FD3PTAY 7LOKAP 7LOKIP 7BLT1P 62899C 3 DOOR ASTRAGAL 4 .250 x .187 FINSEAL STRIP 5 DOOR W—STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 cuzito BEAD (ROLL FORM) 9 OL7SWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 1 13 14 15 16 17 60377 67924G 8 (2/each door top & bot. rail) 60379 60380 60411 65170 61069M 6TRODA 4 1/door top & bot. rail) 60378M 8 2/ea. door top & bot. rail 8 / 8 2/ea. door top & bot. rail.i 5116x18 TRUSS NUT 7JNUTA FRAME SCR. COVER CAP 41722W STRIKE PLATE 7955X STRIKE PLATE INSERT 41721 10x3/4 SCR. FLT. HO. PHIL 7_1034A HINGE ASSY. 7FRMOW 10x.625 FIT. HD. PHIL 71058FP 18 20 21 22 23 24 25 26 6x3/4 FLT. HD. PHIL. 27 .200 x .190 QLON 28 3?5 • .1.0 29 3 POINT LOCK ASS 30 LOCK (ACTIVE) 31 LCCK (DUMMY) (3 frame Jambs) 26 Whims — hinge—door iamb 30 f5/hinge &hinae—frame iamb 2 1 0 too/boL of h. astragal 4 2/slide bolt locks 12 (6/head & sill) 1 r.h. astragal 1 @ r.h. astragal 1 • r.h. astragal 1 (0 r.h. astragal 1 1 (0 r.h. astragal) 32 DEAD—soa LOCK 33 .401 LAM. W/MONSANTO 34 SILICONE 735112 Ph. Pn. SMS 36 1/4" TAPCON 37 .401 LAM. W/DUPONT 38 .454 LAM. W/DUPONT 39 .4.54 LAM. W/MONSANTO 40 2 POINT LOCK ASSY. ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL POT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD PGT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. COP. POT INDUSTRIES HARLOC HARLOC HARLOC H.P.G. DOW CORNING H.P.G. H.P.G. PGT INDUSTRIES AF 10377 1 • I 0 ITEM DESCRIPTION 1 DOOR HEAC/SILL 2 DCOR JAMB (HINGED) 41 #8 x .75 Ph. n. T ek Revisions: 0) added 2 pt. lock info Motatair Road By: paw O.B. 11/17/00 Olem Bsc D.B. COW By: rota Cola 2/16/98 60375 60376 7834FPT IdeOlOO2S-Liettil.fiehtt R 64 o ze t r x :11 OrAest ACO MgI r sedeoteded: SWD-101 Desaiptlare ( French Door — Anchorage B.O.M. POT N0 QTY./DESCRIPTION PRODUCT REWORD PRODUCT RZNVVVED• :. - 0 • asco.plrimewtth the m, no W numbs code ... 0 ".,.. AcceplanceNo_02-2. Accrrriewe au 6 1,- r-""i x (. etpilltriou / 0 EXFIR6TION Dalt Novemseit„2212.04 BY 14L4. 1 . 1 . -C.4w41.._ Obidte uu z z t 2,0. 4000-WMIlaraggi nts • VIDIDCW NO: 1070 Technology Dr. Nokomis, Fl. 34275 Scare: ALUMAX ALUMAX Meek Ovaayiim 4.w4 971 VENDOR VENDOR # SPENCER PRODUCTS AF-10375 AF-10376 . 11 .6 INDUSTRIES Rea X 37.500 7 1/2' 7 1/2 95.750 7 1/2' 13 j MAX. ON CENTER TYP. HEAD & SILL 5 1/2" 13.5' 13.5 TYP. MAX. 1/2' SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2' 95.750 MAX 2 POINT LOCK ~ 'b.� OPTION Jg� XX 71.750 £M u.\ •• 7 1/2' 5 1/2' 135" e. \ / \ / \ / \ / \ / \ / \ / -_ \ / 13.5' \ \ / I t TYP. MAX. 5 1/2' 7 l/2' -] 7 1/2" �-+ 13' MAX. ON CENTER TYP. HEAD & SILL Robert L. Clark, P.E. P.E. #39712 Structural R evktonr D) added 2pt. lock info Mate, at Rsysd 8y. Pale: Mid Er (Dols: 0,0. 111/17/Do Oran D.B. 2 /16/98 SEALANT ON FRAME CORNERS & PANEL CORNERS LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401/464 LAMINATED W /1NTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: .3o) .464 LAM.: +75 P.S.F. -75 P.SF. 3b) .401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX 7 1/2' FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 1 Tereraneet * U � Newt 1070 Technology Dr. Nokomis, Fl. Wel apace t °OD r t 34275 Sertee/Modeh SWD - 101 Description: French Door — X, XX PRODUCT RENEWED ACCEPT/0XXNo Cg'" 64 1'7.04 ERPIRATIav DATE NoleJtac 1Z, Zed (9 Dy Stvi \ L u • FR a�yNi'PNI. MIAOW duIMENO WOE OO603.1 YCE OFACE INDUSTRIES POT At0: VENDOR ND: Scotia Sheet Drawing No. Rev. 7x 1 . 971 D 95.750 9.3.625 ROUGH - OPENING 1.272 4.000 SEE SHEET 3 FOR ANCHORS .250 MAX. SHIM SPACE ROUGH OPENING 84 3/4" DAYLIGHT OPENING MAX. SHIM .250 SPACE 1 1.479 VERTICAL SECTION INTERIOR 1.489 r .250 M SPAC H E M (\ f I+— 3.000 —yN_ RO OPENING 34.625 TYP. BOTH PANELS ACTIVE PANEL, 7 25" DAYLIGHT OPENING 1 71.750 EXTEI !OR HORIZONTAL SECTION INTERIOR D) added 2 pt. lock info l �� Material: it Clark, P.E. Rend er. Ioatte ChM BM Doter P.E. #39712 as to /n /oo Structural brown D.B. remer 2/16/913 1.750 Deserip6ma INACTIVE PANEL, Telerm us tfUess Netedr FnK6anc t *164 Decim0 .000 11* Smtee/Nadet SWD -101 1070 Technology Dr. Nokomis, FI. 34275 French Door — Elevations.. PRODUCT REVISED �4�Idy1Kat6t tlm RktYb Aeoepa toe No .250 MA SHIM SPACE Affirm Date /0 ROUGH OPENING 1.480 ark Product PRODUCT RENEWED ACCEPTANGBNa pt -0y VI. by E`PPSRATION DATE HtNEM ?6P 2Z)2ao6 D \ S \' INDUSTRIES POT ND: VENDOR NO: Scale: Sheet Demenp No. Rev: • 2a'4 971 D 3 POINT LOCK ASSY, 2 POINT LOCK ASSY, Ravl4ons: 0) added 2 pt. lock info 1//6/1 Material: Raved BY•' Oats: Chkd 6y. r ater 0.9. 1 11/17/00 Robert L. park, Ylshan 9r Date: P.E. #39719 D.B. 2/16/98 MAX. IM J DOD —►I MAX SHIM N-- 3.000 SPACE SPACE .401' 1AM. W /MONSANTO SAFL4X P1B INTPRIAYLE .464' LAN. W /MONSANTO SAOLEX PVR INTFRLAYER OR .401' LAN, W/DUPONT 9L?ALITE LNTERLYER alLasejjm,ivaigattunfrAwritazaAyER SEE MIMI ON SELL RESIGN PRFSSl1PY RATING: *60 psi, 600:901 !L lees Neted: frz6dta 3 1/64 tkciaki A 3/16 ANN. 1070 Technology Dr. Nokomis, Fl. 34275 r �l .090 3/16 ANN. L 1.489 SEE N01£ 3 DN SHEET 1 DESIGN PRESSURE RATING: ±75 paf, PRODUCT REVD aa complying with the Flaetda B ed Cam Meeptasee L• /2 W ritten Date By _ 7L aYr` Caved IXtWm PRODUCT RENEWED AccPPT,.4 FI.. 61-01 •0 4 EXPIRATION DATE NOJ614042 1 2z 1b ByIsk, .1 LnlaDaed % I I T_ series /Yadek SWD -101 French Door — Ex loded /Clazinq POT NO: VENDOR ? (S dr. Sheet D:avinp Ms. Rar. 3.4 971 D INDUSTRIES uu ctw al MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 � '� NOA No 03- 0611.02 ,,�,�' Expiration Date: May 22, 2008 Approval Date: October 9, 2003 1' ` Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 02- 1224.02 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 Manuel Product Contro NOA No 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNII1 °1 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, OXO configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. ASTM -E -1300 Table, dated 6/6/03, prepared, signed and sealed by Lucas Turner, P.E. Complies with ASTM E1300 -98. Submitted under NOA# 02- 1224.02 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 3. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS Submitted under NOA# 02- 1224.02 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5 /21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12119/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. 4. Letter from engineer requesting a revision to include insulated glass, dated 6/6/03, signed and sealed by Lucas A. Tumer, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1224.02, issu -.4 to PGT Industries, erie Aluminum Casement Window, approved on 5/ 2/03 . nd ex • ` • o - 08. • uel P ' Product Contro er NOA No W. + 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3 /8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET4. E. F S itt 4. F. FOR 4-1 a °XOX" & "0° CONFIGURATIONS SEE SHEET 5. G. FOR 1.44 "XOX° & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "X0° & °OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL :_i0 /S: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4° & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2° SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 X 0 X 0 x CONFIGURATIONS OPTIONS x 0 x x 0 0 x x 0 x UNEQUAL LITES X 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 PRODUCT REVISED es complying with the Moan Bidding Cods Acseplsace No 5 .., . OM 08 Rassatlx F.K. IMvsd F.K. Pawn Ely FIG oat. 3/17123 vartv 3126103 12/17/02 A A Imwmm 9 Ke+reb": aedrmsl: REVISE ANCHORAGE NOTE 4 ADD 13/16'LQ & MOVE GLADJNG DETAILS TO SHEET NO CHANGE THIS SHEET aem 1070 TECHNOLOGY ORME NOKOM /S, FL 34276 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Bettor �-T NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Seriselladat CA•740 NTS � / 12 7045 -8 Lueaa A. Turner, P.E. PE 955201 1/8° ANNEALED GLASS 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER I -- 1/8" HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE 00 .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT F.-- STRENGTHENED GLASS .65" NOM. GLASS BITE 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS -- 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 0 .65" NOM. 1-1 GLASS BITE t: _ H' PRODUCT REVISED es complying with the Florida Raiding Code Acceptance No I 7, r- 02 Data F.K !wader. F.K Rend By: Brno By F.K. 312&03 Dec 7/10/03 Ode 0 1 5103 Rev&b¢ B RerWus Revh1"u anew Mr REDRAW GLAZING DETAILS & ADD 13/18' LG. NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 dl Visibly Better 5- GLAZING DETAILS Tax ALUMINUM CASEMENT WINDOW, IMPACT CA -745 NTS I 2 a 12 noxainp No 7045 -8 Lucas A. Turner, P.E. PE 558201 Mechenicsl r 1 1/2° CENTERLINE f 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4° MAX. 4 4" MAX. --► ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 134" MAX. WIDTH 30° MAX. 53" MAX. —DAYLIGHT DAYLIGHT OPENING OPENING 37° MAX. VENT TYP. 7" 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) O 13" MAX. O.C. —1--1 60" MAX. FIXED 4" MAX. DENOTES HINGE 74" MAX. WIDTH LOCATION AT HEAD & 30" MAX. SILL OF "X" PANELS, -° — TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) � t 13" MAX. O.C. f 4° MAX I 30° MAX — DAYLIGHT — OPENING ELEVATION "A° - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) f ■ 4" MAX. L - 14 1/2" MAX. O.C. TYP. ELEVATION "B" - 63° HIGH °XX" (SEE SHEET 5 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING 63° MAX. HEIGHT / X SEE MEETING RAIL IbETAIL TYP. (2) 1 / I . ---rI 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY L___ SEE MEETING RAIL DETAIL TYP. (4) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED e" complying with tiro Florida Dahliug C tie Acceptseee No Date or FK Rm"dar P.K. w P1G manor F.K. 307703 Da 3125573 Deb: 7/11E03 oar 12/17/02 grotaris A R ar,env 8 Chaskedes REVISE ANCHORAGE CHANGE SHEETNO. REFERENCES ADD HINGELOCACON DETAILS 10707ECHNOLOGYDRIVE NOI10MIS. FL 34275 P.O. I3QX 1625 NOKOMIS, R. 34274 c Visibly Better Desolproal "XX" & "COX" ELEVATIONS 10s ALUMINUM CASEMENT WINDOW, IMPACT Seetralledet CA NTS seat I omerm 3 m 12 7045 -8 Loewe A. Turner, P.E. PE056201 MeenanIoO SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4° MAX. L 1 14 1/2" 4° MAX. i-+— MAX. 0.C. NOTE: 72" HEIGHT AVAILABLE Wm-I SINGLE VENT CONFIGURATION ONLY 32° MAX. WIDTH 25° MAX. DAYLIGHT OPE ING 65" MAX. DAYLIGHT OPENING ELEVATION "C" - 72 HIGH °X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. 13" FLUSH AGAINST JAM, MAX. ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 72° MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13° MAX. O.C. 14112" MAX. O.C. VENT 4" MAX. HEAD & SILL ONLY 4° MAX. 1 141 /2" 4° MAX. MAX. O.C. ELEVATION "D" - 63° HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53° MAX. DAYLIGHT ` — DAYLIGHT OPENING OPENING "7 . TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 4" MAX. + — 37" MAX. WIDTH 60" MAX. WIDTH 30° MAX. 53" MAX. DAYLIGHT DAYLIGH T OPENING OPENING 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT . (--- -I-13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 63" MAX. 13° 1 1 HEIGHT MAX. O.C. 4" MAX _ . _ I 13" MAX. O.C. 4° MAX. ELEVATION °E" - 63" HIGH "O" (SEE SHEET 6 FOR PRESSURES) ® NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION 56° MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) MAX. HE IGHT SEE MEETING HEIGHT RAIL DETAIL SHT. 3 TYP. (2) 37° MAX. VENT 60" MAX. FIXED ELEVATION "F" - 63" HIGH "X0° & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING PRODUCT REVISED ae cTPtyiag with the FI r1da Bnidi°g Ledo ouxnnncc No {,C 9 , 1 �,raH°a 7X P8(4 M . '7 /tQ /c3 2 REW8EANCHOR9GE CHANGE SHEET NO. REFERENCES Raised ay: 3/0 Rewebn" FA 3/17!03 A F.K. Rand lip Das ardskork 3/2S0D3 8 RawiBy. Gel" ReksbK• F.K. 7/10103 C nro"n al. Deb.' taeer°eay, F.K. 12/17102 F.K. ADD HINGE DETAIL 5 HINGE LOCATION NOTES cram 1070 TECHNOLOGY OWE NORMS, FL 34278 P.O. BCX 1578 NOKOMI9, FL 34274 Visibly Better r,e JC ", O° "X0"& "Or ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Smbabblet CA-740 NTS 4 .' 12 Ozadee 7045 -8 Ran C L"cea A. Turner. 7.8. PE 858201 Me,SI4NI e COMPARATIVE ANALYSIS TABLE 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,1 /B "HS) B. 5/16" LAMI (178 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,318" SPACE,5 /16" LAMI -W/ 1/8 "RS,.090,1/8' HS) HEIGHT TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 48.000 50.625 NEG POS NEG POS -90.0 70.0 -90.0 70.0 "X" WIDTH 19.125 A 24.000 26.500 -90.0 -83.6 70.0 -90.0 70.0 -79.9 30.000 32.000 34.000 36.000 37.000 B,E B,E A B,E A B E A B,E A B,E A B,E A B,E 43.000 NEG POS -90.0 70.0 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG PDS NEG PO -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -56.1 -90.0 -90.0 70.0 -90.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 70.0 43.7 70.01 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -80.0 -81.0 -90.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 -68.4 68.4 -63.9 -90.0 70.0 -90.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 -61.8 61.8 -58.9 -57.5 57.5 -54.9 70.0 -90.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -51.8 70.0 -90.0 70.0 -90.0 70.0 70.0 -72.4 70.0 - 69.9 69.9 -90.0 -67.8 70.0 -90.0 56.1 -53.8 70.0 -90.0 70.0 -90.0 53.8 - 50.4 50.4 70.0 -90.0 70.0 -47.7 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -90.0 70.0 -90.0 70.0 -90.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 70.0 -90.0 -90.0 51.8 - 48.8 48.6 - 45.2 45.2 -42.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 47.9 - 44.8 44.8 -42.2 42.2 -39.7 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 51.1 -75.0 -75.0 70.0 70.0 70.0 70.0 -70.4 -75.0 -67.9 -75.0 70.0 70.0 67.9 70.0 -60.4 -75.0 -59.0 -75.0 60.4 -75.0 70.0 -75.0 70.0 59.0 70.0 -75.0 -54.3 70.0 -75.0 54.3 -51.1 -75.0 -52.8 52.8 -49.9 -75.0 70.0 -75.0 70.0 49.9 70.0 -75.0 -47.9 -46.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 46.4 - 43.5 43.5 -41.1 41.1 70.0 -87.8 -75.0 -38.6 70.0_ -76.0 70.0 _ -75.0 70.0 -75.0 70.0 39.7 70.0 38.6 70.0 66.000 69.000 NEG POS NEG POS -90.0 70.0 -90.0 70.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 -90.0 66.2 -65.0 70.0 -90.0 70.0 -83.2 70.0 -90.0 51.3 -49.8 70.0 -90.0 45.6 -43.9 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 72.000 NEG POS -90.0 70.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 70.0 70.0 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3116"HS) ALL "X" SIZES UP TO 37.000" WIDE x 83.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH -00.0170.0 COMPARATIVE ANALYSIS TABLE 3. BASED ON WY 1. G • -_,• "XX" WIDTH. 37.000 A 43.000 48.000 53.125 57.000 60.000 64.000 68.000 72.000 74.000 A A A A A A A A A 26.000 31.000 NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 38.375 43.000 48.000 50.625 54.000 60.000 NEC POSE POS NEC PIS) NEC POS NEC I POSE POS NEC POS NEC POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 114" TAPCONS OR #14 SCREWS -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -74.4 -68.4 70.0 -61.8 65.5 -57.5 60.4 -54.3 59.0 -52.8 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 ")0(" WINDOWS 70.0 70.0 70.0 89.6 63.9 58.9 54.9 51.1 49.9 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -48.4 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 57.000 -75.0 70.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 TEST REPORTS: FTL-3582 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 -75.0 -69.5 -60.8 -50.4 -45.2 -42.2 -41.1 70.0 70.0 69.5 60.8 50.4 45.2 42.2 41.1 63.000 -75.0 -75.0 -67.5 -58.0 -53.4 -42.4 -39.7 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729 ALL IOC" SIZES UP TO 74.000" WIDE x 63.000" HIGH L-75.0170.0 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3116"HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.01 70.0 NOTE: IF USING 3/16° TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX' WINDOWS IS LIMITED TO 46.7 P.S.F PRODIJET REVISED %Wag Code E Won Date I Produd ItsvNIBY 'twat sy Rem ay: F.K. Vete DAC A aerlskns 8 Ordeal By REVISE TABLES 1 AND 3, GLASS TYPE A ADD GLASS TYPE E TO TABLES 1 4 NO CHANGE MS SHEET 1070 TECHNOLOGY ORNE NOKOMIS FL 34275 Visibly Bester ALUMINUM CASEMENT WINDOW, IMPACT Benestliat Scaar NTS 5 12 I 7045-8 Rev Lucas A. Turner, RE. PE 589201 Mocharaos COMPARATIVE ANALYSIS TABLE 6. BASED ON 1/4" TAPCONS OR #14 SCREWS - 4 •TTN TEST REPORTS: FTL -3582 FTL -3582 FTL -3729 G INGOPTIO S: 1• (1/: ,.i.i, " "S I :TS,.090, ) /1:' I(3/18A,.090,3l16"HS) E. 13/16" LAMI 1 /8 "HS 3/8" SPACE 5/16" LAMI -W/ 1 /8 "HS .090 1/8"HS "0" WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 " XOX" WIDTH 72.000 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 117.000 120.000 IMLEM 171 LEE1 QM i®iEMIL/2E3 Malin POS ® 1113 POS a i ® =I WEE/MED �®i 1 1 1 1 - 60.4 �® ®MOOD 44.8 EMMA �� CO B I r M13 1 1 ®1 En ®1 1 1 • 1 IW Ell 1013 70.0 MO Eli IMO • 1 M3116371 159211523 0 -90.0 En -90.0 70.0 -90.0 E:113 -90.0 EMI -90.0 • 1 -90.0 un - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 MCI -90.0 En Q ®i ELI MEI ED ® 70.0 fl[fl 59.0 � -49.9 49.9 J46.4 �� } ����� MI � + 1 1E1115:13 ++ 1 • 1 i • 1 M 1 1 ®i Ell MO ++ ®1 + 1 1E13 1 1 E -90.0 ED -90.0 Ell -90.0 70.0 -90.0 En -9o.0 ' ' -90.0 En -90.0 15:13 -90.0 15:13 -90.0 + + -90.0 un -90.0 lin pEll IEMED 07.8 IMEKTUIENIQfil -49.8 43.6 43.6 CM C� �� EEO M 1 1 i • © ELI • • © + + ®1 • / ®1 + + 1 1 Ell adrbA 1 1 1 1 M -90.0 En -90.0 MCI -90.0 70.0 -90.0 En -90.0 1 + -80.0 Eri -90.0 En -90.0 70.0 -90.0 1573 Ey13En Emi 1 1 � 1103 70.0 ®' f + 1E13 11113 °�' l IIRMItI -50.0 En -46.9 IEEIEHZEI 11nEl�� COMM Ell 1 r © 1 r + 1 1 1 1 ®1 • 1 1 • + + ! © • • it 13 1 + WI -9o.0 70.0 -90.0 E13 -90.0 En -90.0 IffEl -90.0 MCI -90.0 En - 90.0 70.0 -90.0 En rawrieogEri CONED 0®' 70.0 1 1 59.3 CM S®' 50.9 101g gMIN LIN EMI 11E3'] eiEn E331103 1 1 15131513 ®i / 1 M 1 1 1 1 M • 1 ®1 En gE 1 1 ®1 1• 1 1 0 -90.0 En -90.0 En -90.0 En -90.0 km -90.0 1533 -90.0 En MEI 70.0 MEW 1 1 1 1 1 ILI®' 70.0 -85.0 EMI MOM MEI Lin EMI OM EMI -48.6 48.6 EM[C, jMUM] -40.4 M M3 1 1 + 1 EMI 1 1 1 EMI 10 En ®1 1/ ®1 1 1 E33 1E13 1 1 Q' -90.0 70.0 -90.0 En -90.0 Ell -90.0 En -90.0 70.0 -86.0 70.0 -80.9 70.0 gon En Ism En num Emma Ego Mil En - 60.8 60.8 ® ® MEM MD EMI ® Mtn CU -46.9 gal MUM IMEI1Cila IEEE MEI Intl EMI Di MEI En 1 1 CUM 1 110315X11E13 1 1 ®1 1 1 ®1 Ell ®1 En 31 1 1 W 1 1 r 1 Q -90.0 En -90.0 Er] -90.0 on -90.0 En -90.0 En C® I r 1E15111523 1 1 - 68.8 66.8 CIA ®1 1 1 IE 1 1 ®1 1 1 1E / 1 M 1 1 lE En / 1 M En 1 1 1 1 / 1 0 -90.0 1513 -90.0 1E13 -90.0 MO MUM 1171151115331533 ® 1 r -66.5 E33 = - 60.0 60.0 ®® M211®' 1 1 -58.2 IED1312M3 lUE1 1:2M1E2E1 CEE11:111313E11E13 ISEIEff3 1E131021 U ++ I f ®1 i t 1 1 15213 l i 1 1 ®F Ell ,M3 1 1 1 1 1 1 1 1 Q -90.0 70.0 -90.0 En - 90.0 ITEI -90.0 En - 88,9 15331E111713110111533 EMI 111:11111310 11EX11113 MO NM MU 70.0 ®MI �� MR ����ManME�� ® ®�� ■-w M3 + 1 1 1 1 ®1 1/ ®1 I r ®1 En 1 • 1 1 1 70.0 1 1 1E33 E13 1 -90.0 En -90.0 E/13 -90,0 En - 90.0 - silo 1530 y] + 1 ;® r r En 83.6 gallal ©® ®IMO 1:0310:11011E111 �MUM Md � � �� E13 �EEIMBE31 fd 1 1 En ®1 En C 1 1 1E113 1• 1 1 En ED ®1 ++ /+ Mi -90.0 MO -90.0 EMI -90.0 MCI -90.0 En In1311331Ela En 1E3151E3fil MEMO Iffla 58.7 -55.9 EMI OMEN IEBEI1 MCI En CM 013®' ' 1E1E1I11MEI LEN IEEIECE1 1EZ3 37.6 -36.1 KM MAUR E1R .BM Ell M3 If © Ii MI 11IIEJ3 r1 ®1 11 r1 i1 11 © Ii ® 11 0 -90.0 70.0 -90.0 E 1f - 9 En -90.0 1 + -79.4 1111 -69.0 69.0 -60.4 80.4 ® ®:mg ] En nu MN 1E121E11 Ma Eal Mfil EMI EMCEE EMI ral KM Ell M3 EMI Ma EMI:MEM MU laEl M 1 + 1 'IEM ++ 1 1 !NM 1 1 t' f 1 i• i/© 1• Ell 1E100 1 1 t -90. 70.0 -90.0 MI3 -90.0 ED -90.0 En ®+ i Einem 11:43 633 F A M13 EM 1E13103 BED 28.000 31.000 38.000 43.000 48.000 50.625 54.000 57.000 60.000 63.000 -69.6 -68.4 69.2 60.5 69.6 68.4 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0° & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL 3580 GLAZING OPTION: D. 7/16" LAMI (3/16"HS,.090,3/16 "HS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL °XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1 -90.01 70.0 1 4 X 1 2 0 4 X 0 NOTE IF USING 3/16° TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS UMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED T041.3 P.S.F. PRODUCT REVISED MI cam9I1U5 with th5P101ida Bcfd; Code Acapt:ase No E irattoa Date 74o% tm.aar F.K err. F.K. mm,er F.K. Osts 3/17/03 fore: 32503 7/10/03 12/17/02 A 0 Chested sr REVISE TABLE O. GLASS TYPESA 8 C ADD GLASS TYPEE TO TABLE NO CHANGE THIS SHEET 1079 TECHNOLOGYORIVE NOKOMIS, R 34275 P.O. 1528 NOKOMIS, FL 34274 P T Visibly Better PRESSURES- 0 & 1/4 -1/2 -114 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT e°mvuor. . CA-740 Saar ALTS sfte 6 m 12 Daadog Ha. 7045-8 Lucas Tumor, P.E PE 488201 Mso tense! COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "X0" OR "OX" & 3 -1/3 -113 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI L/8 "A,.080,1/8"HS) "XO" WIDTH "XOX" WIDTH EIGHT 26.000 31.000 36.000 36.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS MEG POS NEG PO NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 69.5 -67.5 87.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 - 60.4 60.4 80.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -53.9 63.9 -60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 84.000 98.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 87.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 86.4 68.4 -58.2 582 - 55.8 55.6 -52.6 52.6 -49.4 49.4 45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 - 55.1 55.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 42.8 42.8 - 40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 422 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 48.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.8 1 38.8 TABLE 9. (BASED ON 1/4" TAPCONS OR 014 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FM-3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/18" LAMI (1/81H8,3/8" SPACE,5116" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XO° OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3.1/3 -1/3 XOX" SIZES LIP TO 111.000" WIDE x 63.000° HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4° TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16°HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 61000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -90.01 70.0 NOTE IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR °XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 3 0 1 3 X X 0 O X PRODUCT REVISED as caaPISME with the Florida Beading Cede ACCrPtaaee No Wane Date /' ) , 1' 7 /ro /a 3 Rana Or FK ReMBy F.K bake 3/17,13 Ovar 32'/03 8 7. F.K. Dam a7 FK 0 7/10/03 Data 12/17/02 A Raerkb¢• G"°tei en REVISE TABLE 3, GLASS TYPE A ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. F134275 P.O. BOX 1029 NOKOMIS. F134274 Visibly Barter PRESSURES -XO, OX, & 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT C4 -740 Saar sm. NTS 7 m 12 Leh 7045.8 Luna A Tumor, P.E. PE 958201 Mechanical COMPARATIVE ANALYSIS TABLE 11. BASED ON 1/4" TAPCONS OR #14 SCREW S 'X0" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 FTL -3582 FTL -3729 1 �. �N : A. E. 1 - "s 1(1/8 ": ,1 S) B.5/1.B .+'.,1:' . 16' R I(3/16 "'.I °+, 1, -.) 13/16" LAMI 1 /8 "HS 3/8" SPACE 5/16" LAMI -W/ 1 /8 "HS .090 1/8"HS "XOX" WIDTH VENT WIDTH FIXED WIDTH 26.000 H IGHT 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 L d I& [MUM IlLadlial Mal P08 L IE'lI1IxHI I D 1 NEG POS (r POS ® POS 1 69.264 19.125 31.014 A -75.0 70.0 . -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 - 60.6 60.6 - 58.1 58.1 -56.1 Eup -53.3 53.3 - 50.5 50.5 p C -75.0 Ka + + goo 70.0 -75.0 IFAco ffigma Emma + + I -75.0 Eu -75.0 70.0 ctigo En -90.0 70.0 -90.0 En -90.0 70.0 -90.0 Ela -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 El] 86.919 24.000 38.919 A -75.0 En -69.1 Exi imam -56.5 ECM -50.4 50.4 Kw 47.5 - 44.1 44.1 -41.6 41.6 ] 39.2 Etnora - 73.8 70.0 1 3 1 1 C COMM -90.0 700 © + + © + + -75.0 En - 75.0 70.0 -75.0 Er] + + ] 101;:win gm 70.0 -90.0 70.0 -90.0 70.0 -9C.0 70.0 -90.0 70.0 -900 111:13 -90.0 70.0 -90.0 En -89.4 70.0 -86.2 70.0 95.973 26.500 42.973 0 U -75.0 En [ -57.2 ®/INDI ® 55.2 . -52.6 j -49.1 49.1 -48.2 46.2 !ME' -41.1 41.1 1 + + eamisin wawa + + I Immo imnuit INM + ► -75.0 70.0 1521:115:13 -75.0 En CI -90.0 70.0 -90.0 En -90.0 En -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 Ma -77.2 ErmonEn 108.649. 30.000 48.649 A -75.0 70.0 ®® - 50.4 50.4 - 54.5 54.5 - 50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 ®' - 40.1 40.1 - 38.0 38.0 Eli -75.0 NM IMO EMI III Ka 103 Er! + + + maul! ' ISM En EMI ED ISM KO t -90.0 70.0 -90.0 70.0 -90. 70.0 -90. En -84.7 En Nigun ffignErl !mum - 66.3 66.3 -63.1 63.1 115.892 32.000 51.892 0 -75.0 70.0 !num - 46.8 46.8 -61.3 1MEJ -47.4 47.4 -45.5 g -42.7 IOU � 1 -38.6 38.6 impEn EJ -75.0 liarl ! + + 1521] + + © + + + + -75.0 EDO -75.0 70.0 -75.0 iln ROCAM ® FM C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 ET] -78.6 7 0.0 ® + I -68.3 68.3 - 64.8 64.8 -61.4 61.4 IMEIEn 122.000 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -48.4 Ilan =MIM7IEarga -41.4 41.4 -39.5 Elg -37.5 37.5 ®K ' L C -75.0 ED I] NM BOO Gil !MU NI] I 1:03153311013 ED + + -75.0 70.0 igniiii1Ni121E33 -90.0 70.0 -90.0 ma -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 [ -58.4 -55.7 FM 123.135 34.000 55.135 Q wawa + -46.8 n -43.6 43.6 ] 47.9 - 44.3 44.3 -42.4 42.4 -41.1 WI -39.3 lop ®mp - 35.5 35.5 -CO:1 ++ MD UM -75.0 Ell MO bill IM +I IMEIED gOZI /I:INgEl Ell IN313 lin +I C -90.0 un -90.0 70.0 -90.0 70.0 E113 70.0 -73.1 lon -68.8 68.8 mom - 60.5 60.5 Iffn 57.9 -55.2 eig 126.00034.791 56.418 0 -75.0 70.0 niglIMIKEIMU -46.7 rai egaUM -41.6 Eln - 40.2 40,2 -38.7 38.7 - 36.9 36.9 -35.0 MO WE -90.0 ++®i ++IMEI +e.®i CIll IEE11523 ISM Ell - 75.070.0 M:11/1:1 IMINIIED MI 70,0 70.0 -90. 1E13 -90.0 En MUD ® + + - 67.3 MEI -62.5 62.5 -59.2 MEI -58.5 56.5 Eginri 130.000 35.896 58.209 0 -74.4 ®ma -41. m ming paggigg -40.4 40.4 -38.9 38.9-37.7 37.7 -36.2 36.2 -34.3 E , UR E - 75.0 MI 103 ND -75.0 KO I + + ! + + + + INTI1113 1, + I En 15231113 + -68.8 68.6 -90.0 ilja -90.0 WM -90.0 iiii townEngirla - 65.3 65.3 -60.6 60.6 noun mam mon 130.378 36.000 58.378 Ego ggig 70.0 -43.5 43.5 -41.0 41.0 -45.0 ma -41.4 41.4 -40.31 -38.8 38.8 -37.6 Em iElinog UR © ED INXIE13 MUM] MOM] + + + + + + INg13 FED ® 70.0 raging NM -90.0 MEI -90.0 EDO -90.0 70.0 earIETI - 69.1 69.1 - 65.1 65.1 - 60.5 60.5 -57.4 Ma Ind ®® 134.000 37.000 60.000 0 -72.9 En Egg Egg pagEgo gaping In 40.4 -39.2 EMI -37.7 37.7 -36.7 36.7 - 35.5 35.5 -33.7 Elfil EU mown + I -75.0 70.0 -75.0 70.0 -75.0 70.0 1511/111 + + -73.3 Kla gainExmagiou © -90.0 En -90.0 On -90.0 70.0 MORD IMMMI[ -59.1 59.1 -55.9 53.0 - 50.0 50.0 "X0" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND 1.90.0 ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR °XO° OR °OX° AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 x UNEQUAL LITES PRODUCT REVISED eomplyiag M1b thu RbrMa It dd1 7 Curia Ascipla.ce No Dale / / • 7 By NV-.,•. Dade Peada2Y fey F.K Assol Be FJC Itches By F.K. Orman By F.K. Bete: 3/17/02 Dor 3125/03 A keHefene (>>rr 7/10213 Gab: 12/17/02 Baeewm amema ay REVISE TABLE 11, GLASS 7YPESA & C ADD GLASS TYPE E TO TABLE 11 NO CHANGE 77413 SHEET 0a. 1070 TECHNOLOGY CANE NOKOMI8, FL 34275 P.O.BOX1529 7400(05/!8, 7134274 Visibly Beete7 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT yymsur CA-740 soar NTS Bmee 8 d 12 Bmoaaq" T045 -8 Lures" A. Turner, P.E. PE 858201 Median !cal 740!o MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE °XO" & °XOX" FRAME REFERENCE "XO° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 () ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT I-.—DAYLIGHT OPENING -.4 (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) W W' MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX REFERENCE XX FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED as complying with Ma Florida Daiding Cede Ae nce Na Indere G O� 740 %3 F,K Rood F.K F Dear 3/17/03 ReHain" A NO CHO THIS SHEET ADD 13/18 GLAZING DEAD ITEM SHOW TOP HINGE mama* F.K. 500 32E 7/10/03 aac 12/17/02 Ralston= D rhmckea ep Dale: 1070 TECIINOWDOY DRIVE NOKOM13, FL 34275 P.C. SOX 1600 NOKOMIS, F1. 34274 Pcf Visibly Better SECTIONS Thw ALUMINUM CASEMENT WINDOW, IMPACT ems CA.740 NTS 01400 I ai0005 M. 9 « 12 I 7045-8 C Lucas A. Turner, PF. PE 08201 Ueehamaal FRAME ASSEMBLY TUBE, MAT'L: 6063-T6 °X" FRAME JAMB °XX° FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063-T6 "X" FRAME FRAME JAMB *)(0° & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13° MAX. 0.C. W/ (2) SCREWS 3" APART AT MID-SPAN "X° FRAME JAMB #12x1 PH TEK SMS 13" MAX. 0.C. W/ (2) SCREWS 3" APART AT MID-SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 SASH FRAME TOP OR BOTTOM RAIL 1.159" 2.139" D ASH FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7005A 1 _2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7002A .434° 1 2.854° .062° NOM. PRODUCT REVISED 3.544" as complying the Plerithl Bidding Code .062° Amsmtanee No NOM. pato Wad 81 Revd SA Raattl F.K baron By: 0244: 3/17/03 0sor 3/25/03 Review= A Rabb= a Mk< 7/10/03 Dew F.K. 12/17/02 Itahatora ChMitrodef REWSED FRANIE ASSY DETAIL SCREW SPACING NO CHANGE THIS SHEET NO CHANGE THIS SHEET Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. SOX 1525 NOKOMIS: FL 34274 c Visi* Better EXTRUSIONS & ASSEMBLY DETAILS TM. ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS Ow. 10 12 PumerqNo. 7045.0 Limas A. Turner. P.E. PE asaan Mechanical LZ 3 PARTS LIST ITEM 2 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG # 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 POT. # 78IPQA 781 PQA 67017K. 78X78PPSMS 7856ZA 710x12FP 6TP247 6163K 61635K 60976 78x12PSTW)B 67004 712X1PPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS 48 X I QUAD PH SMS FRAME CORNER KEY 1/2 "X1/2 "XI /8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 08 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 610-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R33. & L.H.) 48 X .875 PH. PN. SMS TEE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 88-32 X.375 PH. PN. TYPE B STUD BRACKET (LH. & RH.) 48 X 5/8° FLT. PHI. SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 010 X.500 PH. PHL. 5/16° LAMINATED (I/8A & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 3/16° LAMINATED (1/BIOS & 1/8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /16A & 3 /16HS GLASS) .090 INNER LAYER- SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16HS& 3/16HS GLASS) .090 INNER LAYER- SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16") VINYL BOLE WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SI I I LNG BLACK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP 08 X .500 SQ. P14. TEK SMS CASEMENT FRAME ASSY.7I111E 012 X 1° PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE ITEM 73 74 75 80 81 82 83 85 86 DWG # 7025 7016 7005A 1155 7010 7007 7047 PGT. # 70834A 78IPQA 67407 13/16' DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER 48 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS 68 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE. COVER GLAZING BEAD (13/16" I.G.) LG. GLASS (1/8113,3/8 "ASR SPACES /16"LAMI) 5/16" I.AMI (2 UTES OF 1/8"11S GLASS WITH AN .090 INNER LAYER - SOLUTTA OR DUPONT PVB .706" .050° O 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .865" .050° —II—iF .865" 0 7/16» GLAZINGBEAD MAIL: 6063 -T6 DWG# 7042 .040" =1 1.000" 1 .423" { 50)CASEMENTSCREEN FRAME MAIL: 6063-T6 DWG# 7006 + - � I---.172" .870° .050" I-- .569° ( ) 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" 1.124° r-- 1 2.701" .093" 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A 993° F .289" 040° INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 PRODUCT REVISED as complying with 16s Florida B ugling Code Acce1400ec No E ration Bete ! 7.CC.GI B9 n°.raey F.K 7 F.K. PaedSY. F.K. Oman er: F.K. nm° 3117/03 Raw 3/25/09 044. 7/10/03 12/17/02 Rehab. A Potions H : L1�e4ay NO CHG THIS SHEET ADD 1316' LG. GLASS & GLAZING BEAD NO CHANGE THIS SHEET Oar 1070 TECHNOLOGY [OWE NOKOMIS. FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Visibly Better PARTS LIST & EXTRUSIONS r% ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS X 11 m 12 7045 -8 I C Lucas A. Turner, P.E. PE 868201 Mectimitcel APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4° MAX. SHIM r _ #12 OR #14 SCREWS 1/4° MAX. SHIM 3/16° OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16° OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2° OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2° THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM —"-I r - #12 OR #14 SCREWS I —• : :, 1/4" MAX. SHIM r - 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 11/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM - 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 11/4 °� MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT REVISED c"mplyl°g with We Pleidr Raiding Code Acceptance Pia / �i 1 t ' ..,..,, :, Date ..(.• 6E L r. per F.K. per F.K RorSd F.K IMAM er F.K. 3/17103 also: 3/25/03 neer 7 /10/03 12/17/02 A kevtaionx 8 NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADDED#14 SCREW OPTION 1070 TECHNOLOGY DRIVE NOKOMIS, a 34275 P.O. SOX 1828 NOKOMS. FL 34274 PT Visibly /letter DediCIWOrt ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 sm NTS tmmet 12 m 12 narss"n 7045 -8 Luce" A. Turner, P.E. PE •••201 Mechanical ‘74o /7 3 • MIA MIDADM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 . PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "P W -701" Aluminum Picture Window -L1VII APPROVAL DOCUMENT: Drawing No. 4259.4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15 /03, signed and sealed by Robert L. Clads, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 1105.01 F,apdration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 PGT Industries NOTICE OF ACC./ i '1 EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7 /14/03, with revision "A" dated 12/15/03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 1i 1'L- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P E. 2. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02 - 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Data February 19, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL -3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berrien, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/18" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 81/2° FROM CORNERS MAX. 11" O.C. JAMBS: A MAX. 8 1/2° FROM CORNERS MAX. 11° O.C. (DESIGN PRESSURE LIMITED TO 80 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5° O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11° O.C. JAMBS: MAX. 81/2° FROM CORNERS MAX. 11° O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 Revsa Mae Ravedrersr ma 12/15/03 7%14/03 A Cheated 3y REDUCE ANCHOR SPACING 1070 TECI0OWOOVORIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, R. 34274 Visibly Better Dozomtlas NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT alat PW-701 NTS ° ? d 10 I m�ta. 4259 -4 A Robert L Clerk, P.E. PE #39712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Reved8, Oak. Ream/ 831 aelr F.K mom, a F.K Dt 12/16/03 7114/03 Rerlar r draey 140 CHANGE THIS SHEET Dale; 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) R 21 1070 TECHNOLOGY DRIVE NOK0300. 73.34275 P.O. BOX 1529 NO14O539, FL 34274 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS OUTSIDE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Visibly Better Om"PoSos GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT a"a.rtame. 771.701 NTS 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 2 w 10 11/16" NOM GLASS BITE NO 4259 -4 Robert L Clerk P.E. PE 039712 S7Nanuai HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 21.65 SQ. FT. FAN MAX. SIZE = 96° X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48° OR MAX. AREA = 25.13 SQ. FT. FULL CIRCLE MAX. SIZE = 60° DIA. OR MAX. AREA =19.63 SQ. FT. 48° MAX. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. 96" MAX. 1 92 1/4" MAX DLO RECTANGLE MAX. SIZE = 48" X 96° OR MAX. AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SIZE = 98" X 47° 44 1/4" MAX. DLO QUARTER CIRCLE MAX. SIZE = 88" X 68" OR MAX. AREA = 25.22 SQ. FT. OR MAX. AREA = 31.99 SQT TRAPEZOI D MAX. SIZE = 48° X 96° OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 48° X 98" OR MAX. AREA = 30.28 SQ. FT. Rtresd s F.K Iltavo 0 F.K. Bake Alm 12/15103 7/14/03 Retdators A cna03eer NO CHANGE THIS SHEET Doke 1070 TECHNOLOGY DRIVE 501(0013, PL 34275 P.O. 29X 1620 N050018, FL 34274 Vtalbly Batter FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Seskaftrtek PW-701 NTS a 10 += 4259 -4 Robert l Clark, P.E. PE 039712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX, SIZE = 80" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. FAN MAX. SIZE = 98° X 47" OR MAX. AREA = 24.47 SQ. FT. aeKaey: a km,* Data R"®dey., nmx F.K. 12/1&/61 Oman*: o = F.K. 7/94/09 HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. A NO CIIANl3E THIS SHEET Checked Br Dafa EYEBROW MAX. SIZE = 96 "X48° OR MAX. AREA = 31.99 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 80" BETWEEN FLATS MAX. SIZE = 68" X 68° OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 070 TECHNOLOGY IS. F1.34275 � NO w - ' - ON - �_` —i..+ �' P.0. BOX 1629 NOKOMIS, a - 34274 Visibly Better ELLIPTICAL MAX. SIZE = 96" X 47° OR MAX. AREA = 31.99 SQ. FT. INTEGRAL FIN ELEVATIONS rmx ALUMINUM PICTURE WINDOW, IMPACT PW701 TRAPEZOID MAX. SIZE = 48° X 96' OR MAX. AREA = 31.99 SQ. FT. NTS 4 d 10 42594 l4 " C • MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. Rotten L Clark P.E. PE 039712 COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/161-IS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LAMI (3116A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3 /16HS, .090, 3/16" HS) WINDOW WINDOW HEIGHT WIDTH 28.500 34.000 45.000 46.500 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.b17r 49.000 A &C B &D AREA SQ.FT. 54.500 60.000 A &C B &D AREA SQ.FT. A &C B &D AREA SQ.FT. 11.875 65.500 I A&C B &D AREA SQ.FT. 71.000 AREA SQ.FT. 76.500 I A &C B &D AREA SQ.FT. 82.000 I A &C B &D AREA SQ.FT. 87.500 I A &C B &D AREA SQ.FT. Rend ar F.K. sm.Sr F.K 93.000 A &C B &D AREA SQ.FT. 96.000 12/15/03 7/14/03 A &C 80.0 B &D A &C B &D AREA SQ.FT. Ro.nMr,. 80.0 -80.0 80.0 I -80.0 9.698 80.0 -80.0 80.0 -80.0 80.0 80.0 10.786 I 12.868 14.052 -80.0 -80.0 80.0 I -80.0 80.0 -80.0 12.964 80.0 I -80.0 80.0 -80.0 15.141 80.0 -80.0 80.0 -80.0 16.229 80.0 J -80.0 80.0 I -80.0 80.0 -80.0 80.0 -80.0 18.406 80.0 -80.0 80.0 -80.0 19.000 -80.0 79.4 ._. CHANGE NOTE 1 ANCHORING KITH #12 SCREWS aver: Ky. balm 39.500 80.0 -80.0 80.0 -80.0 80.0 I -80.0 I 80.0 -80.0 80.0 -80.0 80.0 -80.0 11.569 13.441 15.313 80.0 -80.0 80.0 -80.0 76.7 -76.7 -80.0 80,0 I -80.0 80.0 -80.0 80.0 15.465 -79.4 16.764 76.8 -76.8 22.667 14.950 80.0 -80.0 74.0 I -74.0 69.9 -69.9 80.0 -80.0 80.0 -80.0 80.0 -80.0 14.167 18.750 16.458 80.0 I -80.0 68.5 80.0 -80.0 80.0 -68.5 63.5 1 -63.5 -80.0 80.0 -80.0 17.967 .... ..... 63.7 -63.7 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 19. 76 17.031 20.469 57.9 -57.9 22. 88 52.8 1 -52.8 80.0 -80.0 80.0 -80.0 80.0 -80.0 59.7 -59.7 18.063 20.984 23.906 74.1 -74.1 56.5 I -56.5 48.3 -48.3 80.0 -80.0 80.0 -80.0 80.0 -80.0 19.361 22.493 25.625 70.7 -70.7 53.6 -53.6 43.6 1 -43.6 r 80.0 -80.0 17.318 a 20.660 _ 69.1 I -69.1 51.4. -51.4 42.5 I -42.5 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 24.002 80.0 1 -80.0 27.344 21.958 29.063 25.510 68.8 80.0 I -41.6 -80.0 80.0 I -80.0 80.0 I -80.0 26.333 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1 NOKOMIS. FL 3 524 0274 30. Visibly Better PW 701 80.0 -80.0 80.0 -80.0 15.823 74.0 -75.2 80.0 -80.0 17. 99 67.2 -68.6 80.0 -80.0 19.375 61.3 I -62.3 80.0 I -80.0 21.151 56.1 I -57.1 80.0 1 -80.0 22.927 51.9 -52.1 80.0 -80.0 24.703 47.6 I -48.0 80.0 J -80.0 26.479 28.255 40.7 -41.0 80.0 -80.0 30.031 39.4 I -40.1 80.0 1 -80.0 31.000 80.0 -80.0 80.0 -80.0 16.333 74.0 -74.0 80.0 -80.0 18.167 67.2 1 -67.2 80.0 1 -80.0 20.000 61.3 I -61.3 80.0 -80.0 21.833 56.1 -56.1 80.0 -80.0 23.67 51.9 t0-80.0 -51.9 80.0 25. 0 47.6 -47.6 80.0 -80.0 27.333 -80.0 43.4 -43.2 43.4 -43.4 80.0 - 80.0 80.0 I 29.167 40.7 -40.7 79.4 -79.4 31.000 39.4 I -39.4 76.6 1 -76.6 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4° TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST . 4,EC ANCU1 AR RI7F IN TABLE 1. WHICH THFIR OVFRALL WIDTH AJ r) HFI(SHT DIMENS ONS COMM FTFLY FIT WITHIN. FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT thy. Draft NTS 5 10 4259 -4 A eles 4/5 „fr Raberl L Clerk. P.E. PE530712 Swoavel AREA SQ.FT. 60.000 A &C 80.0 B &D 80.0 10.786 12.868 -80.0 80.0 -80.0 -80.0 80.0 -80.0 14.950 17.031 72.2 I -72.2 67.8 I -67.8 80.0 -80.0 80.0 l -80.0 17.599 18.167 65.0 -66.4 65.0 -65.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. A &C B &D 65.500 AREA SQ.FT. 11.875 14.167 16.458 80.0 -80.0 78.9 -78.9 65.5 -65.5 80.0 -80.0 80.0 -80.0 i 80.0 -80.0 12.964 15.465 17.967 18.750 61.7 -61.7 80.0 -80.0 20.469 19.375 20.000 59.6 -60.7 59.6 -59.6 80.0 - 80.0 80.0 -80.0 21.151 21.833 COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3 /16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW WINDOW HEIGHT WIDTH 28.500 34.000 49.000 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 A &C -79.4 9. 698 11.569 13. 16.333 AREA SQ.FT. 54500 A &C 80.0 B &D 80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 L -80.0 79.4 -80.0 79.4 -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 78.9 -80.0 80.0 A &C 80.0 80.0 75.3 -75.3 61.1 - 61.1 56.4 71.000 B &D 80.0 -80.0 80.0 1 80.0 80.0 1 80.0 80.0 AREA SQ.FT. 14.052 16.764 19.476 A &C 80.0 I -80.0 72.6 I -72.6 57.1 -57.1 51.5 80.0 -80.0 80.0 -80.0 80.0 39.500 45.000 46.500 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 441 15.313 15.823 -78.9 74.3 -74.3 71.9 -73.1 71.9 -71.9 -80.0 80.0 -80.0 80.0 I -80.0 80.0 I -80.0 -56.4 54.6 - 55.5 54.6 I -54.6 -80.0 80.0 -80.0 80.0 I -80.0 188 22.927 23.667 -51.5 51.0 -51.3 51.0 -51.0 -80.0 80.0 1 80.0 80.0 76.500 B &D tor.° -80.0 80.0 AREA SQ.FT. 24.7 03 25. 15.141 18.063 20.984 23.906 80.0 -80.0 69.4 1 -69.4 53.8 82 000 A &C 80. -53.8 47.2 -47.2 46.6 - 46.9 46.6 1 -46.6 8 &D 80.0 -80.0 80.0 1 80.0 80.0 -80.0 80.0 1 -80.0 AREA SQ.FT. 16.229 19.3 21.493 25.625 80.0 -80.0 80.0 26.479 27.333 -80.0 93 000 -65.0 87 500 B &D 80.0 1 80.0 80.0 -80.0 80.0 I -51.0 42.6 I -80.0 80.0 -80.0 A &C 80.0 1 -80.0 -80.0 65.0 80. 0 -42.6 43.1 - 42.7 43.1 -43.1 80.0 -80.0 80.0 1 80.0 AREA SQ.FT. 17.318 20.660 24.002 29.167 27.344 28.255 48.9 -48.9 41.2 - 41.2 40.4 -40.2 40.4 -40.4 -80.0 80.0 I -80.0 79.7 I -79.7 76.0 -76.0 18.406 21.958 25.10 29.063 30.031 31.000 96000 18 &D 80.0 I -80.0 80.0 1 Sa. 80. 80.0 I -80.0 402 0.0 -80.0 76.9 -76.9 73.1 I -73.1 AREA SQ.FT. 19.000 22.667 26.333 30.000 31.000 32.000 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO + /$0 P.S.F. WHEN ANCHORING WITH #12 SCREWS. Q 2, ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENS ONS COMPLETELY FIT WITHIN. Rentearer B &D 80.0 -80.0 80.0 AREA SQ.FT. kezt Doe: Da liaristarsx 0_ ey Wm: F.K. 12/15103 Dreon BY: Gem: F.K 7/14/03 Ae,tra¢' A D":med ■,: CHANGE NOTE 1 ANCHORING WITH #12 SCREWS Calm 1070 TECENOLOGYDRIVE NOKOMIS, FL 94276 P.O. BOX 1529 NOKOMIS. 34 34274 Pct Visibly Better INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT PW -701 NTS B m 10 uvtyrva 4259 -4 A Ammo, • sasolits oft tfrlei : 1411 ermsrezipq Robert L CIDrk, P.E. PE 1109712 StruMUrel 2.784° 4 011110 IIII'III o SCREWED C ' RNER ASS'Y (FLANGE FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING r . 2.784° r 11 1 INSIDE MIL VERTICAL SECTION (FLANGE FRAME) 47? Reese ex Nen OF Oars Vale RavffiImm Nap4l7. Dab.' Andean*: F.K 12/15/03 A NO CHANGE THIS SHEET mamaEIT 17stm ensaimd tea: Flt 7/14!03 1070 TECHVOLOGYORMVE NOKOMIS FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 P ST Visibly Better PW-701 SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT NTS li aat 7 m 10 Oral. w. 4259-4 A Robert L Clerk, RE. PE 038712 Strbetural / 7 1 ' /#i) 2.784° i MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 0 0 0 2.784° INSIDE RevaaBas DaM 12/15/03 7/14/03 Madam r : A NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOM IS, FL 34275 P.O. BOX 1529 NOKOMIS, F1.34274 Visibly Better VERTICAL SECTION (INTEGRAL FIN FRAME) /J 171/ SECTIONS, INTEGRAL FIN _ L o �, ALUMINUM PICTURE WINDOW, IMPACT s,�e.rtxot PW -701 NTS sue: 8 a 10 dam Ka 4259 -4 A L. CJWI1, P.E PE439712 SinwLUal • 10 11 12 13 14 DWG NO. 4258A 4253 1155 4255 4254 1224 4224 4262 PART # 64256 64253 781PQX 64255 64254 6TP247 64262 r _ .970° —1 ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 F.K. 12/15/03 A NO CHANGE THIS SHEET dawn By. A(a 048 Data F.K. 7/14103 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16° ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/18" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3116" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/18" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .975" .348" --rl 1.875" 2.784° ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A .9775° ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4254 1070 TECHNOLOGY DRIVE NOKOMIS, PL 34276 P.O. BOX 1528 NOKOM19, FL 34274 Visibly Better 062° 2.784° EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT "11.701 MAIL: 6063 -T5 DWG NO. 4253 NTS 1 Etbet 9 d 10 4259.4 2.500" Apparel momppin eft eke MO* a1L71 tittle Robert L park, P.E. PE 439712 Structural • Re w rl F.K. F.K. 11 1 1 11 1 .130" DIA. M N. x 2 1/2" NA L, AT CORNERS AND 5° O.C. CONCRETE - level lb- 13mval Dew DAG. Dor 12/15/03 Date: 7/14/03 AA4eleas Reviews fOristante A 007281183, WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CHANGE NOTE 1 AND FASTENER SPACING 1/4° MAX. SHIM T 1/4° TAPCON, 01/2" MAX FROM CORNERS & 11° MAX. O.C. A (SEE NOTE 1) 1/4" MAX. r SHIM 1 1/4° MIN. EMBEDMENT 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B 1070 TECHNOLOGY OWE NOKOMIS FL 34275 P.O. SOX 1525 NOKOMIS. FL 34274 Visibly Better #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. 1/4" MAX. E SHIM T SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E NOTES: FLANGED DETAIL D (SILL ONLY) 1. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. - OUTSIDE MIAMI-DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT Berlealtbiat sees. Sheat 1 1/2° MIN. EMBEDMENT 1/4" MAX. _{. SHIM T lx WOOD BUCK (SEE NOTE 2) es.est. PW-701 NTS 10 • 10 4259-4 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4" TAPCON, 8 1/2" MAX. FROM CORNERS & 11" MAX. (SEE NOTE 1) #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. 1/4° MAX. r SHIM T Robert L. Clark P.E. PE #39112 Structtnel BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sable Polymershapes 8105 Krauss Blvd. Tampa, FL 33619 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinEcodeonline.com Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. . • • • This product is approved as described herein, and has been designed to comply with the F1ocida Building •cg • including the High Velocity Hurricane Zone. .. • 1111 DESCRIPTION: Series "CAT - 5 SC" Doubled Domed Polycarbonate Skylights (w /6" rtithifframe) APPROVAL DOCUMENT: Drawing No. GEA00007, titled: "CAT -5 Skylight", preparea PTC, LLC, dated 01/22/08 and last revised on 04/24/08, signed and sealed by Douglas J. McDougal, P.E., berg the Mid jade County Product Control Renewal stamp with the Notice of Acceptance number and expiration tie by the Miami- Dade County Product Control Division. • • • • '.. • • • • . MISSILE IMPACT RATING:Large and Small Missile I m p a c t 1 • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state and.tElp following statement "Miami -Dade County Product Control Approved or MDCPCA ", unless qth rwise rated' herein. • •. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bel change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 06- 1127.05 (G.E. Polymershapes) and consists of this page 1, evidence sheet E -1, as well as, approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 08- 0131.02 Expiration Date: March 01, 2013 Approval Date: May 22, 2008 Page 1 111.1. .• • 1111.. • • •1111 • • •.... • • 00000 ..1.1 .• • 1111.. • • 1.1.1. • • Sabie Polymershapes NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWING 1. Drawing No. GEA00007, titled: "CAT -5 Skylight ", prepared by PTC, LLC, dated 01/22/08 & last revised on 04/24/08, signed and sealed by Douglas J. McDougal, P.E. B. TEST (transferred from file # 06- 1127.05) Original test conducted per SFBC, PA 201, 202 & 203 -94, now known as FBC, TAS 201, 202 & 203 -94 1. Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA 203 and Uniform Static Air Pressure Test per PA 202 of "Polycarbonate glazed, fixed double dome, self flashing, aluminum frame skylight unit" prepared by Construction Research Laboratory, Inc., Report No. 6147, dated 03/23/95 revised on 06/15/95, signed and sealed by N. S. Balsara, PE. 2. Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA 203 and Uniform Static Air Pressure Test per PA 202 prepared by American Test Lab of South Florida, Certification #97- 0623.02, dated 09/12/97, signed and sealed by W. R. Mehner, PE. 3. Additional test report: 3.1 Verification test report No. 07- 027 - revised dated 17 April, 2008 issued by Construction Testing Corporation for Polycarbonate double dome skylight pep ... • TAS 201, 202 and 203 -94, signed and sealed by Yamil G. Kuri, It E •: •••• ••.. • 1. Anchor calculations dated 01/22/08 prepared by PTC, LLC, signnd'a1ffd sealed by • Douglas J. McDougall, P.E. • D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATION C. CALCULATIONS (transferred from file # 01- 1010.01) ...... .. • • • • ...... • . • • • • .. .. • • • . . .. ...... • • • •••• 1. Notice of Acceptance NOA # 06- 0322.03 issued to General Electrio Plas'lic for ' • • • •' "Lexan sheet products ", expiring July 17, 2008. • • •• . •••• F. STATEMENTS (transferred from file # 01- 1010.01) 1. Notarized statement letter dated 02/19/08from SABIC Innovative Plastics that they have legally purchased all Assets of General Electric Plastics and requesting that a new NOA be issued under SABIC name, signed by Ralph R. Buoniconti, Sr. Regulatory Eng. 2. Statement letters of conformance and "No financial interest ", dated 01- 22 -08, signed and sealed by Douglas J. McDougall, P.E. 3. Statement of lab compliance, issued as part of the above referenced test report G. OTHER 1. This NOA revises & renews NOA # 06- 1127.05 (G.E. Polymershapes) expired on 03/01/08 2. Bill of Sale, Assignment and Assumption Agreement dated 08/31/07, signed by General Electric Plastics and SABIC Innovative Plastics. 3. Letter dated 10/05/07 from General Electric Plastics stating that they legally sold all assets to SABIC Innovative Plastics and they have given up all rights, machinery, equipment, and know-how used in the fabrication of this product, dated 10/05/07, signed by Briggs Tobin. E -1 t . L144. Ish q L Chanda, P.E. Product Control Examiner NOA No: 08- 0131.02 Expiration Date: March 01, 2013 Approval Date: May 22, 2008 ...... • • • ...... • • ...... •.... • • ..... •..... . . • ...... • • ...... TABLE OF CONTENTS SHEET REV. SHEET DESCRIPTION 1 - GENERAL AND INSTALLATION NOTES, ELEVATION AND ANCHOR LAYOUT 2 - SECTIONS, BILL OF MATERIALS AND COMPONENTS DESIGN PRESSURE RATING (PSF) IMPACT RATING WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED LARGE MISSLE IMPACT +832 1 -124.8 +83.2/-124.8 COC SHORT SIDE 70° MAX. SKYUGHT DIMENSION 88° MAX. D.L.O. WIDTH —+{ 10.60' 0.C. �" 2.b0" I I P 7 I I I�n . 11 I I W I F I I L • • T • I•` L__ '•2' s • DZ into •1••44 .n o Z •• • •� GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE (FBC) AND ITS 2008, 2006, AND 2007 SUPPLEMENTS, INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. 2. ADEQUACY OF THE EXISTING STRUCTURAL WOOD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT. 3. WOOD FRAMING SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIEILTTY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF BITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, THEN THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A.OUTSIDE HVHZ: REQUIRE THAT A LICENSED ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. B. INSIDE HVHZ: REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DMSION. SABIC POLYMERSHAPES CAT -5 SC 6 SKYLIGHT S. IN HVHZ AREAS, USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE HVHZ REQUIREMENTS OF THE FBC IS NOT REQUIRED FOR THE PRODUCT(S) HEREIN. IN NON-HVHZ AREAS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS IS NOT REQUIRED FOR THE PRODUCT(S) HEREIN. 6. FRAME MATERIAL: ALUMINUM 6083-T6 7. DESIGNATION '0' STANDS FOR THE FOLLOWING: 0: FIXED PANEL SKYUGHT 8. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN, EXCEPT WOOD INSTALLATION. TOP INEFV. ; •; • (ANCHOR L'toU1T) INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. FOR INSTALLATION INTO WOOD FRAMING, USE 614 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 3/4 INCH MINIMUM EMBEDMENT. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. • • • EX'FE1IOR • ••• :• • • ••• • • • • • • • 1 I I I I • 1 °MAX. FROM CORNERS (TYP.) • • • • • • • • • • #1O FRAME SCREW SMS 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIE! ED BY THE ANCHOR MANUFACTURER BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: #10 FRAME SCREW SMS A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.42 1" MAX FROM r CORNERS (TYP.) —72' MAX. SHORT SIDE 88° MAX LONG SIDE PRODUCT RENEWED as complying with dm Florida Belding Code A¢oeplznw No�' 02- Dehe • QI,1 2o/3. Contra DhIslon 18' MAX. DOME HEIGHT 101/2' SPACING MAX. O.C. (7YP.) 18` MAX DOME HEIGHT l i 11 i l I L MAX. (T SPACING ""'I _l {I T — ' MX O.C. .C. (TIP.) �C) lY 5 I F a A 1 0 4 1 1 kg I g PH I Al • • • • • • • • • • • • • • •• •. • • • • • • • • • • ••• •• •• APPROX. 1.000 ROOFING UNDERLAYMENT BY OTHERS BEAD OF DOW CORNING SILICONE SEALANT ITEM # 1 2 3 4 6 7 8 O TYPICAL SECTION - 6" FRAME WOOD SUBSTRATE 3M 4941 VHB ACRYLIC FOAM TAPE MODEL S -10114 8" FRAME TOP CAP L BRACKET # 14 X WOOD SCREW (PHIWPS PAN HEAD) - ROOFING MATERIAL BY OTHERS PLYWOOD BY OTHERS MAX. 7/18" PLYWOOD 1 3/4° MIN. } EMBEDMENT WOOD FRAME BY OTHERS 3/4 MIN. EDGE DISTANCE [+— NOTE: USE DOW CORNING 795 SEALANT AROUND ENTIRE PERIMETER. BILL OF MATERIALS DESCRIPTION OUTER GLAZING .177" (3/18" NOMINAL) SABIC (GE) LEXAN XL10 (NOA 08- 0322.03) INNER GLAZING .118° (1/8" NOMINAL) SABIC (GE) LEXAN XL10 (NOA 08- 0322.03) #10 ( #2 POINT) HEX WASHER HEAD SELF—DRILLING SCREW 5/8 LONG CENTRAL PLASTICS SEAL DIE #2573 SEAL MATERIAL 85 DURO SANTO NOTE: THE LIGHT TRANSMITTING PLASTIC SHALL BE MOUNTED ABOVE THE PLANE OF THE ROOF ON A CURB CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION, BUT AT LEAST FOUR (4) INCHES ABOVE THE PLANE OF THE ROOF. LEXAN IS A REGISTERED TRADEMARK OF SABIC INNOVATIVE PLASTICS IP BV. MATERIAL POLYCARBONATE POLYCARBONATE ACRYLIC FOAM STAINLESS STEEL ALUMINUM 6063 —T5 STAWI►ES6•S7EFJ. • • . • • AL1IINUM 43 � • • • o •• ••• • •. _ L5•'' • I • •• • • • • 2 • MANUFACTURER SABIC INNOVATIVE PLASTICS SABIC INNOVATIVE PLASTICS 3M SAPA • •• • • • • • • • ! • •• • ..: • • • Q TOP L L BRACKET 481083: TYP. WALL:TH1CrRESS) ••• • • • • ••• • • • • • • a • • • • • ••• •• • • • •• . • • ••••• • • ••• • • • PRODUCT UNRUH a 0 = 3 1 11 A* with O*Plarbia %Mk* c A u grab mb e: No Is6., � �II ad/3 1,1*** a , � � © 6 FRAME (0.063 TYP. WALL THICKNESS) — 11.811 r _ 1.154" 6.25" 8 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WFST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dad% Codaty Prc 4iic Control • • : • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade GovaaW reser:441e right VI .. ; . have this product or material tested for quality assurance purposes. If this product or material fails to .perform in • the accepted manner, the manufacturer will incur the expense of such testing and 411e .A;3J may immediate •. • revoke, modify, or suspend the use of such product or material within their jurisdiction.' 1 ORA reserves the right: • • • to revoke this acceptance, if it is determined by Miami -Dade County Product Control l i ion that rllis p duct tr• • • material fails to meet the requirements of the applicable building code. • • This product is approved as described herein, and has been designed to comply with the Florida Building.Code, including the High Velocity Hurricane Zone. • ▪ • ▪ • • DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Mullion • APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30 /06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04 - 0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 •••• 3) Cyclic Loading Test, per FBC, TAS 203 -94 . . • •••• • along with installation diagram of a pair of fixed alum windows 09d configurlian) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared. WFenestr LtiOn Testing Laboratory, Inc., Test Report No. FTL - 2902, dated 01 /0$4) is igned and • sealed by Antonio Acevedo, P.E. • • • • • • • "Submitted under NOA # 04 • • • : 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBO, TAS 202-94 • • 2) Large Missile Impact Test, FBC, TAS 201 -94 : • • • • • 3) Cyclic Loading Test, per FBC, TAS 203 -94 • • • • • • along with installation diagram of a pair of fixed alum windows tOO configuratiQn) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenesipition Testing Laboratory, Inc., Test Report No. FTL - 2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum windows with a transom lite (0 /00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC-2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P .E. Chief, Product Control Division NOA No 06- 0125.07 Expiation Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006 signed and sealed by Robert L. Clark, P.E. '•••• • • • .. • •••• G. OTHER • 1. Notice of Acceptance No. 04 issued to PGT Industries Ip; 'heir 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 And expiriogvii • • 06/28/06. . • • • . • .... .... E -2 • • • . • • ••.. • • • • .... • • • •• • • •• • • • Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL B'; "C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS i w h2 r- 1 i Hwi W = W1+W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 Mi) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hi ANCHORS DETAIL A ANCHORS DETAIL A — W NOTES; 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN 2, .3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AL TO THE STRUCTURE. ANCHORS DETAIL 'B'; "C" OR "0" AT BOTH ENDS AND AT BOTTOMS 1 i ----w1 y� W2 • W3-- w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = Hi USED 1IV THE DESIGN OF THIS PRODUCT r2 MULLIONS F1 FOR ANCHORAGE TYPE, QUANTITY AND OF (7) UNITS. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • • • • • • • • Raved By: oo . 7 % •n if F.K. 5/30/06 (7-ADD NOTES 5 & 6 • - Raved Sy. Ravletone • • • . �� • F.K. 55 /06 C ADD TECH. REFS. • G • . • *barb L' Slad P • PE 09712 • Structural ANCHORS DETAIL "B ", "C" 01? "0" BOTH ENDS ANCHORS DETAIL 'B" "C" OR "0" BOTH ENDS ! \ --W1 W W =W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H INDU • ••• •• • 41 N04/iis OF ti' - i "i • • P.S.9OX 1529 • • • • • NOKA41S, FL 34274 • Orawn 9r P.J.P. MULLION LOCATION, REFER TO 48/00 SHEETS Description: 1" HEAVY WALL, ELEVATIONS ,ALUMINUM TUBE CLIPPED MULLION S es/Model: Seale: Sheet Drawing No. • MULLS NTS 1 er 7 6221 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W P RODUCT RENEWED g ▪ epterb Os Midi AMON= r 0} J. i Rev D • • • • • • • • • • • • •••• • • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • ' PGT 1x MULLION WOOD BUCK MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" ANCHOR EMBED. SEE NOTE 2 PGT 1 x MULLION SEE NOTES 2 & 3 I MIN. Z(TYP) 1i(TYP 2° OR e #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 TYP CAL. MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4" NOTE 1 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR AN STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK REMOVED TO CONCRETE 1 SEE ••'. NOTE 1 PGT 1 x MULLION -- • • • • • � l R PE #89712 • •� Structural • • •• • • • • • WOOD MIN [BUCK / 1h(TYP SEE NOTE 1 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" SEE NOTE 1 • WOOD BUCK 2" OR 4" 2 OR 4" TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "0" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 Reveal • • • F.K 530/06 Revisions: — D FY NOTES 3 & 5 ' � • Rersd Sy: +xtq. Revisions: • •• • • rl / • • • • F.K. 5/3/04 C —ADD EMBED. DETAILS •• • Drawn B'' IND STRIES P.J.P. 4/28/00 28/00 Desorption: 1 " HEAVY WALL, CLIP INSTALLATION DETAIL • ••• • ° N ° oK0 " " s4'; UMINUM TUBE CLIPPED MULLION • P 0 ox 1529 • • Semis /Model: Scale: Sheet: ometng No. • • 1101(ORIS, F7. 34274 • MULLS NTS 2 a 7 622 Rev: D ••• • • • • 0 •• • • • • • • • • • • ••• • • • • • •• •. • • • • • .• • • • • • • • • • • • • • •• •• 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1" MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 .3/4 x 21/32 1 x 4 x 3/8 'A' 1 3/16 1 15/16 1 3/8 3 3/16 4M 4MAX. r O+ ® Two LOCATIONS ® THREE LOCATIONC ANCHOR © FOU ANCHOR LOCATIONS A/2 iMIN.—F iMIN. O ONE (1) ANCHOR TWO (2) ANCHOR LOCATION LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. .3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. (2)EQ. SP. (A- 3/4)/2 •• ••••• •• 00 • • S / Robert •L. dlork,• P.@ PE #!9712 • Structural MIN. O THREE (3) ANCHOR LOCATIONS • • • • • •# 4111r:• • IND STRIES • ••• • 1070 HNOLOY k • NOXOy� f1 O �g• • • ••� NOKOMS,FL /34274 • MIN.TYP. (4)EQ. SP. (A- 3/4)/4 D SIX (6) ANCHOR LOCATIONS MIN. ® FIVE (5) ANCHOR LOCATIONS iMIN. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R F.K. 30/06 D O CHG THIS SHT R F /O6 C � W, ADD DId1.&NOTE Doren e: P.J.P. 4/28/00 z ions PRCIDUCi arit a.FWI& 0. 0 6. 1 " HEAVY WALL, ANCHOR LOCATIONS Tip: ALUMINUM TUBE CLIPPED MULLION Se•ee /Yodeh • MULLS Scale: NTS Sheet 3 er 7 Ome:ng No. 6221 Rev: D ••• • • • • • • • • • • • • • • • •• 000 • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• _3_ 4 f8 — 1-- 2 ~ 4 ~ 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 2 1 1 8 — 3 4 — 4_ — • • ••• TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • RA F K. 30/06 D NO CHG THIS SHT • • • • • • • • Reved ey: Revletona: • • • • F.K. V 5 /06 C —NO CHG THIS SHT • • • prawn By: e: P.J.P. 4/ 28/00 obe E� ar• • Structural IND • •• • • • • • • • • 1070 TEOHN0LOOYMA'tlE • • • N0K01S Feh 34975 • • • • • P.01 BOX 1529 • NOKOMIS, FL 34274 Deaarlpfkn: 1 8 .1" HEAVY WALL, MULLION PROFILES r11� ALUMINUM TUBE CLIPPED MULLION /Modeh Sao* Shook Draekg No. MULLS 1 X 4 e 7 6221 Rev. D ••• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• • •• • • • ••• • • CHART 2. - 1x2.75x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL W zz 2 0 2 2 2 42 48 50.625 64 60 63 66 72 76 78 84 90 96 108 111 ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 84 60 63 66 72 78 78 84 90 96 OPENING WIDTH IN INCHES 50 (2) A (3) B (3) B 170 170 170 166 145 131 113 88 73 87 54 43 38 25 23 60 (2) A (2) B (1) B 155 129 115 94 67 58 50 38 32 30 24 19 16 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 36 25 23 60 (2) A (2) B (1) 142 116 100 81 58 49 43 32 27 25 20 16 60 (2) A (3) B (3) B 170 170 161 147 127 112 97 73 62 57 45 37 30 21 19 70 (2) A (2) B (1 B 134 107 91 73 51 44 38 29 24 22 17 (3) A (3) B (3) B 170 170 170 170 131 112 97 73 62 57 45 37 30 21 19 80 (2) A (2) B (1) B 130 102 85 68 47 40 34 26 22 20 16 70 (2) A (3) B (3) B 170 161 148 135 116 99 85 65 54 50 40 32 26 18 17 90 (2) A (2) B (1) B 130 100 82 24 20 (3) A (3) B (3) B 170 170 170 165 116 99 . 85 65 54 50 40 32 26 18 17 100 (2) A (2) B (1) B 130 99 80 22 18 17 80 (2) A (3) B (3) B 170 154 140 126 101 90 77 58 49 45 35 28 23 16 15 110 (2) A (2) B (1) B 130 99 80 62 41 34 29 21 17 16 (3) A (3) B (3) B 170 170 170 153 107 90 77 58 45 35 28 23 16 15 120 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 17 15 90 (2) A (3) B (3) B 170 150 136 121 100 84 72 54 45 41 32 26 21 130 (2) A (2) B (1) B 130 99 80 62 41 34 28 20 16 15 (3) A (3) B (3) B 170 170 170 146 100 84 72 54 45 41 32 26 21 CHART 1. - 1x2x.375 QTY. & TYP. OPENING WIDTH IN INCHES 160 (2) A (2) B (1) B 130 99 80 64 44 37 32 63 42 35 30 62 41 34 28 20 16 18 100 (2) A (3) B (3) B 170 149 134 119 96 80 68 50 42 38 30 24 19 (3) A (4) B (3) B 170 170 170 142 96 80 68 50 42 38 30 24 19 110 (2) A (3) B (3) B 170 149 134 118 93 77 65 48 40 36 28 22 18 (3) A (4) B (3) B 170 170 170 141 93 77 65 48 40 36 28 22 18 120 (2) A (3) B (3) B 170 149 134 118 92 76 64 48 38 35 27 21 17 (3) A (4) B (3) B 170 170 170 141 92 76 64 46 38 35 27 21 17 •• ••• • • • � / /. • • • • • Robert Sarkf 2.! PE 9712 Structural 130 (2) A (3) B (3) B 170 149 134 118 92 76 63 45 37 33 26 20 16 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 26 20 16 160 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 36 32 24 19 15 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • • • • • •• • INDU ES • • • • 1070 TFFHNOLOCY.c>Q1 • • NOKOMIS. ��fi .'14278• • • ••• OKO • Rer.B en FK brawn ey: P.J.P. V5%6 575/06 42 8/00 Revisions: D —NO CHG THIS SHT C C—MARKED REVISIONS �eenPw .1" HEAVY WALL, PRESSURE CHARTS 1 & 2 nys: 4LUMINUM TUBE CLIPPED MULLION Bike/Mode • MULLS Vertical Mull k_Opening4 Width Mull Length Horizontal Mull Opening Width Mull I r— Length --- Multiple Mulled Units Mull Length \Opening Width Saab: NTS Sheen 5 or 7 Awing No. 6221 Rev. D ••• • • • • • • • • • • • • • •• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• CHART 3. -1 x2.75x.650 CITY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 42 48 50.625 54 60 63 68 72 76 78 84 90 96 108 111 OPENING WIDTH IN INCHES 50 (2) A (4) B (3) B (2) B 170 170 166 152 133 125 118 106 91 84 67 54 44 31 29 (2) A (4) B (2) B 170 170 170 170 152 143 135 108 91 84 67 54 44 31 29 60 (3) B (2) B 170 160 148 135 117 110 103 77 71 57 48 38 26 24 (2) A (4) B (2) B 170 170 169 155 134 126 118 92 77 71 57 46 38 26 24 70 (3) B (2) B 170 148 136 124 106 99 93 81 68 63 50 40 33 23 21 (2) B 170 169 156 142 122 114 107 81 68 63 50 40 33 23 21 80 (3) B (2) B 170 141 129 116 99 92 86 73 61 56 44 36 29 20 18 (2) A (4) B (2) B 170 161 148 133 113 105 97 73 61 56 44 36 29 20 18 90 (3) B (2) B 170 138 125 112 94 87 81 67 56 51 40 32 26 18 17 Vertical Mull Mull Length ..Opening Width Horizontal Mull F Opening Width I--- Mull Length Multiple Mulled Unite Mull Length \Opening Width (2) A (4) B (2) B 170 158 143 128 107 99 90 67 56 51 40 32 26 18 17 100 (3) B (2) B 170 137 123 109 90 83 77 63 52 48 37 30 24 17 15 (2) A (4) B (2) B 170 157 141 i25 103 95 85 63 52 48 37 30 24 17 15 110 (3) B (2) B 170 137 123 108 88 81 75 60 49 45 35 28 23 15 �• •te • • • Atea •••• Rob art Ljark PE #39712 Structural (2) A (4) B (2) B 170 157 141 124 101 93 82 60 49 45 35 28 23 15 120 (3) B (2) B 170 137 123 108 88 80 73 58 47 43 33 28 21 (2) A (4) B (2) B 170 157 141 124 100 91 80 58 47 43 33 26 21 e ••• • • • • • t • 1070 K S Fr 3475 • ••• P.0! 80X 1529 • NOKOMIS FL 34274 130 (3) B (2) B 170 137 123 108 88 80 73 56 46 42 32 25 20 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 46 42 32 25 20 R K K K Oran 6y: P.J. 160 (3) B (2) B 170 137 123 108 88 80 73 58 45 40 30 23 18 48/00 NTS (2) A (4) B (2) B 170 157 141 124 100 91 79 56 45 40 30 23 18 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS RevtatoriN • • • D -NO CHG THIS SPIT • • ► r C ED REVISIONS 1 50/06 5/06 OZ 0 : .1 " HEAVY WALL, PRESSURE CHART 3 nab: ALUMINUM TUBE CLIPPED MULLION MULLS Sheet 6 a 7 Drawing No. 6221 Rev. D ••• • • • • • • • • • • • • • • • •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• • •• • • CHART 4. - lx4x.375 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR CLIP TO OPENING CLIP TO MULL® 42 48 50.625 64 60 63 66 72 76 78 84 90 96 108 111 144 50 (2) A (4) B (5) B 170 170 170 170 170 170 170 154 144 140 128 112 92 64 59 27 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 170 170 138 112 92 64 59 27 60 (2) A (4) B (5) B 170 170 170 170 170 170 170 170 170 159 150 134 125 121 111 95 78 54 50 22 (3) A (6) B (5) B 170 170 170 170 170 170 170 170 160 148 117 95 78 54 50 22 70 (2) A (4) B (5) B 170 170 170 170 154 144 135 120 112 108 98 82 67 47 43 19 (3) A (6) B (5) B 170 170 170 170 170 165 140 129 102 82 67 47 43 19 80 (2) A (4) B (5) B 170 170 170 169 143 133 125 110 102 99 90 74 60 42 38 17 (3) A (6) B (5) B 170 170 170 170 170 170 170 148 126 116 92 74 60 42 38 17 90 (2) A (4) B (5) B 170 170 170 162 136 126 117 103 95 92 83 67 54 37 34 (3) A (6) B (5) B 170 170 170 170 170 170 166 136 116 106 83 67 54 15 15 Vertical Mull Mull Length _ Opening_l Width Horizontal Mull Opening With h_-- Mull Length Multiple Mul ed Unite Mull Length \Opening Width 100 (2) A (4) B (5) B 170 158 131 121 112 98 90 87 62 50 34 31 (3) A (6) B (5) B 170 170 170 170 170 170 156 127 108 99 77 62 50 34 31 110 (2) A (4) B (5) B 170 170 170 157 128 117 108 94 86 73 58 47 32 29 (3) A (6) B (5) B 170 170 170 170 170 169 150 120 102 93 73 58 47 32 29 •• ••• • • •• 00 • • ••• 120 (2) A (4) B (5) B 170 170 170 157 127 170 170 116 106 91 83 80 69 54 44 30 27 (3) A ( B (5) B 170 170 170 166 145 115 98 89 69 54 44 30 27 .130 (2) P (4) B 170 170 170 157 127 116 105 89 81 78 66 52 42 28 26 TO BE USED ONLY • • • • • •• IND STRIES ( 3)A 6) (5) B 170 170 170 170 170 185 144 112 95 87 66 52 42 28 26 Rank pc Ro F e . Drawn try: P.J.P. 160 (2).A (4) B (Sy B 170 170 170 157 127 116 105 88 79 75 62 48 38 25 23 • • j : r1 : • t ,, CI P �Pt. :„ P •BOX 1529 • • 4 / 6 " 1 11°.M Structural NO IS, Fl. J4271! MULLS (3) A (6) B (5) B 170 170 170 170 170 165 144 111 93 84 62 48 38 25 23 37 34 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. WITH PGT INDUSTRIES PRODUCTS r.50 /O6 5 478/00 D-140 CHG THIS SHT C � REVISIONS Description: 1 " HEAVY WALL, PRESSURE CHART 4 : ALUMINUM TUBE CLIPPED MULLION Scale: Shenk Drawing No. NTS 7 of 7 6221 Raw. D ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • ••• • • • • • • • • • • • • • • •• •• MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: •••• This NOA is being issued under the applicable rules and regulations governing the use ofconstructier materials. The documentation submitted has been reviewed by Miami Dade County Paeduot Controt • • • Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miasnipatie Colley :and other areas where allowed by the Authority Having Jurisdiction (AHJ). ^ • • • • . This NOA shall not be valid after the expiration date stated below. The Miami -Dade Court Prodpetfbhtrol 1111. • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Coumy reserve the sight • to have this product or material tested for quality assurance purposes. If this procfpft.gX'matetlai.tails to perform in the accepted manner, the manufacturer will incur the expense of such tegiug.and the ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdictiojt • M RA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Counlp j'roduct Control Division that this product or material fails to meet the requirements of the applicable buffing code: .;:.• This product is approved as described herein, and has been designed to comply with the Florida Buildmg Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR - 710" Aluminum Horizontal Roller Window — L.MJ. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www•miamidade.nov/buildingcode NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 • • • ..1.. • • • .1.1. • • •1.1.1 • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 - 10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. •••• • • B. TESTS • • 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20 ' • • • ..... . • 2) Cyclic Wind Pressure Loading per FBC, TAS'2(; .24 •. Along with marked -up drawings and installation diagram of XOX oduminun, ' horizontal sliding window, prepared by Fenestration Testing LaBepat* y, Inc., Test • • • • • • Report No. FTL - 5330, dated 07/18/2007, signed and sealed by G &ClbtZ. Riends1/41 ...... • • . 2. Test its on: 1) Air Infiltration Test, • • • repo ) per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading pe ;FBCTAS 2.02.94 3) Water Resistance Test, per FBC, TAS 202 -94. • • • • • 4) Large Missile Impact Test per FBC, TAS 20194 • • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Pe Product Control 1 vow NOA No 07-0 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). • • ...... • • E. MATERIAL CERTIFICATIONS ' • • • • • • • • • 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNei i s for` "DuPont • •: Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11 :...: • 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for theirl HP a : • % .... • butryal interlayer for lamination of dated 05/ 003 eA ri • on • • • polyvinyl h'y y " � � P! P8 ...... 04/14/2008. •• • • • • F. STATEMENTS ••• •• :••••• • • 1. Statement letter of compliance, and no financial interest, dated 08/10/2e07, s and • sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07 /18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21 /2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • • • ... • • .. • •• • • • • ••• • • • • • • • • • • •.• • • • • • • • .•• GENERAL NOTES: IMPACT HORXINTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW • 1. GLAZING OPTIP (SBE DETAILS t SHE i) • • • • • • • • • • • • • • • i A. 5/16° LAMI (VNIIS1 (2) LIES OP et ANNE MASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • B. 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • •• C. 5/16° LAMI CONS lING=)F � ) L4'I s OIb1/84H®4= STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • ••, • . • • • • • • • D. 7/18° LAMI CONSISTNG 1F ¢) L2 E`%0F ANNEALED MASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/18° LAMI CONSISTING & (1 LITE OF 3/18° ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/18° LAMI CONSISTING OF (2) LITES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16° LAMI 10: (1) LITE OF 1/8° OR 3/18° ANNEALED (MIN.) GLASS. 5/18" OR 3/8° AIR SPACE AND 5/18° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. Rem !Sy F K Rand ar F.1C R°.stiar. oma, F.K. 5/13/08 H. 13/18° LAMI 10: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 6/18° OR 3/8° AIR SPACE AND 5/18" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S /.FLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I.13/16° LAMI 10: (1) LITE OF 1/8° OR 3/18° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16° LAMI 10: (1) LITE OF 1/8° OR 3/18° ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 7/18° LAMI CONSISTING OF (2) UTES OF 3/18° ANNEALED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K. 13/16° LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L. 13/18° LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: 06 XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL As. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CqJit.FigrgrEPRIPNANOI411aNG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). oleo 4/15/07 tetra 10/17/08 400 FT15330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. CHANGE TO ASTM E 1300-02 ADO AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 8 NOTE 8. oftworg C R„wau 8 R°.idmrs A Dram a1, Deffi owme40 F.K. 2/28/08 J.J. • • ••• •• moo 323/08 1070 TECHNOLOGY DRNE NOKO41S, FL 34275 P.O .:?9X 1529 NOKOMIS, FL 34274 P T _GENERAL i 1O ES' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better aeemnmma HR710 am. saw NTS 1 m 11 4127 -10 R,. C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS. 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST. 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED Es complying with the Florida EL.ltdin8 Cods Acr,arusncs No0 0 Expirrion Data , ,ji AMP By D1 on Robert L. Clark, F.E. PE 839712 Structural Rand Sty F.K Woad ay F.K err F.K. Dan"By. F.K 0 11 thee 4/16/07 Dee 10/17/06 C E t 5/13/08 A D ' *mew 2/28/06 J.J. .•. • ••• • ••••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••.•• • • • • • • 60,61,62 IF_ L J ° ® I g k4 t , 1 tr1 •• 5/16" LAMINATED GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI 10 DETAILS peer 06 I • •• • • • • • • • 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18° NOM. • • • • • • • • • • • ••• • • • • •• • 1/2° NOM. GLASS BITE • • • • •• 118" ANNEALED OR HEAT STRENGTHENED GLASS �- .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18° LAMINATED 5/16° OR 3/8° AIR SPACE 1/8" OR 3/18° ANNEALED (MIN.) GLASS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O.30X 132 NOKOMIS. FL 3 4274 1/2° NOM. GLASS BITE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 911 3/18° ANNEALED OR HEAT STRENGTHENED GLASS - .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 3/18" OR 1/4° AIR SPACE 1/8° or 3/18" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI I T Visibly Better 1/2" NOM. GLASS BITE GLAZING DETAILS sm° ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Saftatbtlet 146710 Full 2 m 11 4127-10 a EXTERIOR INTERIOR [� (ALL SECTIONS) PRODUCT REVISED 63 cnmpi /ing with th" Florida Building Code Accepteuro No O Expirmtion Date BY Di ,. n L. Clark P.E. PE #39712 Structural • TABLE 1. XOX (1 /4,112,1 /44 FLANGE OgIN1 dRALeIl$ VVIIstDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GL:S4 TY1t5 • :•i : • , • • •-• WINDOW HEIGHT • : 26" • • • • • 36" • 38 3/8" 48" 60 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 66" A,B,G,H A,B,G,H _I0.Q • +60.Q • -60.9 •-6itO i +80.. ;pp : :t0.0 . T60.0 160.0 -60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +58.8 +55.2 -58.8 -55.2 +56.2 +52.3 -56.2 -52.3 106 318" 108" A,B,G,H +t0.l :6;0. 4 10.0 „440. •+60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H 1° 1-60.6 "'60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D, E, F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G, H, I +60.0 - 60.0 TO 86 7116" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" - 48" 50 6/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75,0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 Pin "7 ":TY1sED with uaFlott Bt e;∎;;'Cude +m Aecc"ceNo .o pta 68" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A, B, G, H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I J,K, L +75.0 7 5.0 Ex. hat= Data 3I. Wf' B Y .1! . ' , Di ;ion GLASS TYPES: TEST REPORT FTL -4858 (XO)q, FTL -4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI I0-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1/8 "A) H. 13/16" LAMI I0-1/8" OR 3 /16 "A, 5/16" OR 3/8" AIR SPACE. 5/16" LAMI - (1 /8 "A, .090,1/8 "HS) I. 13/16" LAMI I0-1/8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, "'e3" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI I0-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/1E LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI 10-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L 13/16" LAMI I0-1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3 /16 "HS) iY /D if / Robert L. Clark, P.E. PE 938712 Structural F.K. 4/ 18/07 Revisions C ADD INTEGRAL FIN OPTION a UPDATEASTM E 1300-02 DPa 1070 TECHNOLOGY DRNE NOKOMI3, FL 34276 P.O. 130X 1626 NoxoMIS, FL 34274 p_ T - VesarWar DESIGN PRESSURES ram ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Ruder. F.K. flab: 10/17/08 ReKVfpe: B REVISE DP TABLES TO ASTM E 1300 -02 Rider F.K. Oaten 5/13/08 Rem A ADD AIR SPACE DIMENSION GLASS TYPES THRU L. are mar F.K. 2/ Dam: 28/08 J.J. er"crm G pa 32 r D4372 3/08 I Visibly Better s ayes HR710 ewF NTS ear 3 m 11 4127 - 10 1 U • • ••• • •• • •• ••• • •••• • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • •• • • • ••• • • •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• 27 3/8° MAX. DLO VENT . ▪ • DLO FIXED • • • • • • •• • • • • • • y • . .2. •• • • •• •• • 0 COMM 57 3/8° MAX. DLO ALL FIXED LITES 33 8 °MAX DLO DLO FIXED C f 54 5/18° MAX • • • • 110° MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) C 73° MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 33 9/18° MAX. DLO VENT 58° MAX DLO ALL VENTS 82° MAX I.F. FRAME ALL CONFIG. B B 83° MAX. FLANGE FRAME ALL CONFIG. A 27 3/8° MAX. DLO VENT 27 3/8° MAX. DLO —.1 FIXED 0 r x IMEMI 85 7/18° MAX. WIDTH I.F. FRAME --1 8 7/18° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL 0 I.F. FRAME FLANGE FRAME VIEW D-D Q (FRAME CORNER CONSTRUCTION) r r.EV ISED v12 dm Florida •• 4 411011 Date i:Jair B pe✓asaar 4113/07 8 pe A J.J. ADD INTEGRAL FIN FRAME MAX DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. B. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3'23106 Rend F.K Ravv4By F.K. Rows. F.K Warm ay FK mft 10/17108 oast 5/13108 z,8/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. 89x 1828 NOKOMIS, FL 34274 Pd Vtstbly Better ELEVATIONS tater ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ao NTS 4 • m 11 I 4127 -10 Rer C L. Clark, P.E. PE 839712 Structural //, • • • • • • • • ••• • • • ••• • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • ••• MAX. HEIGHT FLANGE FRAME • • • ••• • • • • • • • • • • • • • • • • • • ••• • • •• • • ••• • • • • EXTERIOR • • • •• MAX. VENT DLO • • • • SECTION C-C a (VERTICAL SECTION, FLANGE FRAME) INTERIOR EXTERIOR INTERIOR 1 — MAX. FIXED DLO -- � - � EXTERIOR INTERIOR a�7 I SILL (VERTICAL SECTION, I.F. FRAME) a k•-- MAX. FIXED DLO —4 MAX. WIDTH (FLANGE FRAME) SECTION B -8 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIFRAME) HEAD (VERTICAL SECTION, I.F. FRAME) PRODUCT REVISED as mm-17, ia8 with the Florida :Coda Actscl,ttnce No bmioo Detc Rend By: F.IC Mead ar F.IC Rend sy. maser ar se F.1C Dalag 4115/07 mde: 10/17/08 caw 5/13/05 2/28/06 kenitterec C kroutskor El datind By: J.J. A100 INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. NO CHANGE 71-fIS SHEET NO CHANGE THIS SHEET COW 3/23/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BO028 NOKOMIB, X1 FI. 34274 c Visibly Better SECTIONS Rb' ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half 5 a 11 Oramb No 4127 -10 aer C / 7//9 d� Robert L. Clerk, P.E. PE 438712 Structural • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • ••• • •• • • • • • • • • • ••• ITEM 1 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 DWG# REV 4102 A • • • • • • 4053 • • 4136 • 4137 4131 71298 • 1626 4 4002 A 4134 - 1155 4110 G 4054 B 4066 4105 1683 225-1 226 4128 4006 D 1235 1096 1016 4126 1683 7070 4139 4140 4141 1224 1225 4039 4044 4222 985 13 B A C 4067 GLASS rr DESCRIPTION FLANGE FRAME HEAD SASH STO��T'D.Alkt4TI LIFICj1n • ;fig A3 /4•PR RAN HEAD • • • • gtVSt STOP COVER (SASH SOP • • • • FLAI4GEFRAME SLCI, • • • SILL ADAPTOR ROLLER TRACK ATP 4314 Nava' . :.. •.. 4DVNEVIN F144 PAC • PLAl.1Gi#.t FRAME J M 3 • • • GASKET FO FRA SIL J OINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FDGEDMEETINGRAIL WSTP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP.,.250 X 270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETINGRAIL W STP,.170 X .270 BACK, FIN SEAL SWEEP LATCH #8 X.625 PH. FL. SMS SASH SIDE RAIL na"aey F.K. ae ae FJC mar F.K. arty FIG our 4/16107 10/17/06 5/13/06 flax 2128/06 Rorincoc C A WSTP.,.250 X 270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X 275 LIFT RAIL COVER CAP I.F. FRAME HEAD I.F. FRAME SILL I.F. FRAME JAMB (LAZING BEAD -7/16" W /GRILL KIT G1AZING BEAD - 13/16" 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) S NO CHANGE THIS SHEET aaaey J.J. ADD ITEMS 41, 42 & 43 ADD SPACE DIMENSIONS ITEMS 66 THRU 77. 323106 MATL 6063 -T6 AL 6063 -T5 AL 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL POLYPROP. 6063 -T6 AL 6063 -T5 AL 606313D -T6 AL 6063 -T5 AL BRASS POLYPROP. 6063HS -T6 AL DIE-CAST 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL GQ<..AZINGSILICONE, DOW 899, 995 OREQUIVALENT VINYL GLAZING BEAD BULB (THICK) GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL VINYL GLAZING BEAD BULB (THIN) GLAZINGBEAD - 5/16" 1 6063 -T5 AL GLAZING BEAD - 7/16" 1 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL PGT# ' 612237 612244 7834AA 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781PQA 641106 64054A 640660 612240 61683G 42112HD 7BRWHL2 44128N 64006 67516G 71096 7858 64126 61683G 67070K 74078 "C" L OR R 64139 64140 64141 6TP247W,K 6TP248K 6403913 644703 64222 6985 64067 5/16' LAMI (1/8" A, .090 PVB, 1 /8" A) 5/16' LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 1070 TECHNOLOGY DRIVE NOKOMIS, 8134275 P.O. 89x 1828 NOKOMIS, PL 34274 ITEM DESCRIPTION I MATL PGT# 66 67 13/16" LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A .090 PVB, 1 /8 "A) 13/16" LAMI IGi- 1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"HS) 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1 /8 "HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"A) 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 13/16" LAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 13/16" LAMI 1G-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"A) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3 /16 "HS) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 13/16" LAMI IG3 /16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" I.AMI (3/16 "A, .090PVB, 3/16 "HS) 68 69 70 71 72 73 74 75 76 77 90 91 92 93 94 95 96 DWG# GLASS, rr a rr " " 1014 1630 1631 1073 1624 1635 P Visibly Better at" 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) SCREEN FRAME (HOR & VER.) 3105 -114 AL SCREEN SPRING STST. SCREEN CORNER KEY W /R11c POLYPROP. SCREEN CORNER KEY W /OUT RINGS POLYPROP. SCREEN SPLINE - .135 DIA. FOAM SCREEN SPLINE -.135 DIA. HARD EM PVC EM PVC SCREEN CLOTH n I.F. FRAME HEAD 1 :1 I 1.988 43 I.F. FRAME JAMB Q #4141, 6063 -T8 PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT saissNalst 1414710 2.784 NTS 6 .' 11 42 O 2.710 — .F. FRAME SILL /c� #4140, 6083-T6 uaat 4127 -10 Rar C PRODUCT REVISED as emptying with the Florida Building Code Acceptance No O Expiration Date • • ••• • • • ••• •••• • •••••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • I • • • • N II` •• • • } • • • •• • {71 • OSP • •• • • • • • • • • • • • 1173 • • • • • • • • •• • ••• 0 FLANGE FRAME HEAD #4102A, 6063-T6 .490 1L-- -1 1.451 -� � SASH STOP #4025, 6063-T5 21 SASH TOP & BOTTOM RAIL #4133, 6083-T5 .050 O GLAZING BEAD, 5/16" #4044B, 606345 (USED WI GRILL KIT) • • • • • • • • • • • 2 •• • •• •• • 1.122 • • • • • 6 FLANGE FRAME SILL #4136,808& -T6 .081 .46 O HORIZ. ROLLER TRACK #4131, 608346 1.081 V•" 32 SASH MTG. RAIL #4008D, 6063HS-T6 .878 1.096 T 55 GLAZING BEAD 7/16" #4222A, 6063-T5 O FRAME SILL ADAPTER #4137,6063 -T8 L1.403 -.J 17 FIXED MEETING RAIL #4054B, 6083HD-T8 .29r-4 SASH SIDE RAIL #4128, 6083-T5 .050 1.115 T O GLAZING BEAD, 7/16" #985C, 608345 (USED W/ GRILL KIT) h-1.513-11 040 .738 �•►' 1.443 -► O SASH STOP COVER 3. 90 4 #4053, 6083-T5 F .678 1.0964----1 7 53 GLAZING BEAD, 5/16" #40398,8063 -T5 .883 .050 59 GLAZING BEAD, 13/16" #4087, 608345 I---- 2.784 -�{ 1.383 13 FLANGE FRAME JAMB #4002A, 806346 1.097 .062 PRODUCT REVISED as complying with tho Florida Building Coda Aaceplanco No Expiration Date _ E11 ' - By ✓` Radar. AK F.K Rena F.K. ommaT F.K Ordee 4/18/07 bale 10/17/06 bate 5/13/09 2/25/06 Rev f C bergs A tYeWatl By. J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BO %1825 NOKOMIB, FL 36274 BGT Visibly Better EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ammetrorkx HR710 Half BMt 7 m 11 4127 -10 S /7 Robert L. Clark, P.E. PE 039712 Structural ANCHOR QUANTITIES, XOX (114-112-114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1_ 1 /4° ELCO TAPCONS 2 - 1/4° ELCO 554 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHOR TYPE> GLASS TYPESA,B,C,G,H,I ALAS _TYPEBP,1,F,J,K,L ' • • 2 3 WOOD 2. CONC 1, CONC • • • 2,31 WOOD • • • 2, CONC. • • , vg • & SUBSTRATE ZONES ZO ES ZONES : : 43 : ZONEL • •ZOI IES • i WINDOW SIZE W HEAD 8 SILL 2 g HEAD & SILL <' HEAD & SILL iig • • 2 4EAD & 9�LL 2 • • - 2 & Sit 2 - .- . 1 HEA & SILL fi g? 2. GLASS TYPES: 2 A. 5/16" LAMI - (1/8 A,.080,1/8" A) B. 6/18" LAMI - (1/8" A,.090, 1/8° HS) ° 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 D.7/18 LAMI -(3/ HS) D. 7/18 LAMI - (3/71 8 ° A .090, , 3/16 3/18' A) A) 1 +C2 +1+02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1+02 +1 3 1.C!+•I +Cg +1 3 1t(2j1 +�'�1c 3 # +c2 +1+02 +1 3 E. 7/18" LAMI - (3/18 A,.090, 3/18 HS) 1 ++1 +C2 +1 C2 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 !i 3 1 +C + • 1+ 1 +C2 +1 +02 3 411 3 • F. 7/18° LAMI - (3/16" HS,.090, 3/16" HS) 3 O. 13/16" LAMI IG -118 OR 3/16" A, 6/18° OR 3/8° SPACE, 6/18" LAMI - (1/8" .0,.090,1/8° A) 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+t+Cl+1: • • • C 2 1• 1 + 3 +x%+1 1 3 H. 13/16 LAMI 10 - 1/8' OR 3/16 A, 5/16 OR 3/8° SPACE, 5/18" LAM- (1/8' A,.090, 1/8" HS) 1 +C2 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C1 +1 +C2 +1 I. 13/16" LAMI 10 - 1/8" OR 3/16 A, 5/18° OR 3/8 SPACE, 6/16" LAMI - (1/8°115,090, 1/8 HS) 3 J. 13/16° LAMI IG - 1/8" OR 3/18 A, 3/16 OR 1/4 SPACE, 7/16 LAMI - (3/16' A,.090, 3/18° A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +03+1 +C3+1 3 K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16 OR 1/4" SPACE, 7/16 LAMI - (3/16" A,.090, 3/16° HS) 1 +02+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02+1 +02 +1 2 1 +C2 +2 +C2 +1 2 L 13/18° LAMI 10 - 1/8' OR 3M8 A, 3/18° OR 1/4° SPACE, 7/18° LAMI - (3118° HS,.090, 3/16" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +C2 +1 3 1+02 +1 +02+1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +(2 +1 +C2 +1 3 1 +02 +2 +02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02+1 +C2 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD & SILL: 101/2 MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02+1 3 1 +C 3 +2 +03 +1 3 26 4' MAX. M CM CORNERS. MAX. JAMBS: 8° M FROM M CORNERS AND 22112° MAX O.C. 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1+(2+1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+2 +03+1 3 TABLE KEY: /4.uwx an.om 48.000 50.825 54.000 60.000 63.000 1+02 +2 +C2 +1 1 +C2+2+C2 +1 2 1 +02 +1 +C2 +1 3 1 +C2+1 +C2 +1 2 1 +02+2 +C2 +1 3 1 +(2+2+(2+1 2 1+C2+2+C2+1 3 1 +02 +2 +C2 +1 2 1 +C2 +2+C2+1 3 1 +(2+2+C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 2 X 0 X 3 I1 +C3 +4+03 +11 3 1--e—ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +C2+2 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +C2 +1 3 1+C2+2+C2+1 3 1 +02+2 +02+1 3 1 +02 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +(2+2+(2 +1 3 1 +02 +2 +C2 +1 3 1 +02 +2+C2 +1 3 1 +03+2 +03 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3 MIN. O.C. ANCHOR SPACING) " 1 +C2+2 +02 +1 3 1 +C2+1+02 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +0B+1 3 1+C2+2+C2+1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2+02 +1 3 1 +C2 +1 +C2+1 3 1 +C3+2 +C3+1 3 1 +C3+2 +C3+1 3 1 +C2 +2 +C2+1 3 1 +0+2+03+1 3 84.000x 38376 48.000 60.625 54.000 60.000 63.000 1 +02+2+02 +1 2 1+C2+2+C2+1 2 1+C2 +2+C2 +1 2 1 +02+2 +02+1 2 1 +02+2+02 +1 2 1 +C2 +3+02 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+02 +1 3 1 +02 +2 +02+1 3 1 +02+2 +02+1 3 1+03+3+0341 3 1 +02 +2 +02 +1 3 1 +C2 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3+03+1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +04+3+C4+1 3 26 3/4 max. —•-I 1-.- MIN. 1 11 i i i 1 +C2 +2 +C2 +1 1 +02 +2 +02+1 3 1 +C2 +2 +C2+1 3 1+02 +2 +C2 +1 3 1 +03 +2 +03+1 3 1 +03 +2 +03+1 3 1 +03+2 +03+1 3 1 +03+2 +03+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02+1 3 1 +04+3 +04+1 3 1 +04 +3+04+1 3 PRODUCT REVISED r�ccs +r;: n with the Florida Asx;; 0 !1% . .0 PxpimsionDOtc >•177�'. ^ , �R- ° 3 9" X £ ifs 0 1 X 106.376x 38.375 48.000 50.825 54.000 80.000 63.000 1 +02 +2 +02 +1 2 1 +02 +2+02+1 2 1 +02 +3+02 +1 2 1 +02 +3+02 +1 2 1 +02 +3+02+1 2 1 +C2 +4+02 +1 2 1+C2 +3+C2 +1 3 1 +02 +2+(2+1 3 1 +03+3 +03+1 3 1 +03 +3+03+1 3 1 +02 +3+02 +1 3 1 +03+4 +03 +1 3 MTG. RAIL IYP.— 1 +02 +3+02 +1 3 1 +02 +2 +02 +1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+4 +03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +03+3+03+1 3 1 +02+2 +C2 +1 3 1 +03+3 +03 +1 03 3 1 ++3+03+1 3 1 +03,+3+03+1 3 1 +C4 +4+003 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3+03+1 3 1 +02 +2+02 +1 3 1+04+3+04+1 3 1 +04 +3+04+1 4 1 +03+3+03+1 3 1 +04+4 +04 +1 3 1 +03 +3+03+1 3 1 +02 +2 +02 +1 3 1 +04+3+04 +1 3 1 +04+3+04+1 4 1 +04 +3 +04+1 3 1 +05+4 +05+1 3 X 25 3/4 MAX 111.030x 38378 48.000 60.825 54.000 60.000 63.000 1 +02+3+(2 +1 2 1+02+2+02+1 2 1 +02 +3+02 +1 2 1 +C2 +3+02 +1 3 1 +02 +3+02 +1 2 1 +02 +4+02 +1 2 J 1 P. ` "MIN. I� MIN. 1 +02 +3+02 +1 3 1 +02 +2 +02 +1 3 1 +03+3 +C3+1 3 1 +03+3+03+1 3 1 +02 +3+02 +1 3 1 +03 +4+03+1 L 3 t 414 9 REF. 4 3 ° f l 1 C LHL 0 1 X Robert L Clerk. P.E. PE &38712 Structural 1 +02+3+02 +1 3 1 +02 +2+02 +1 3 1 +03+3 +03+1 3 1 +03+3+03+1 3 1 +03+3+03+1 3 1 +03+4+03+1 3 X �� +3++1 1 +0303 3 1 +02 +2 +C2 +1 3 1 ++3+03+1 03 1 +03 +3 +03+1 3 1 ++3 +03+1 3 1 ++3 +03+1 03 3 1 +C4+4 +04+1 3 —= ���� 1 +03+3+03+1 3 1 +02+2 +C2 +1 3 1 +04 +3 +C4+1 3 1 +04 +3+04+1 4 1 +03+3+03+1 3 1 +04+4 +04+1 3 MTG. RAIL,TYP.— 1 +03+3+03+1 3 1 +02 +2 +02 +1 3 1 +04 +3 +C4 +1 3 1 +04+3 +04 +1 4 1 +C4 +3+04+1 3 1 +06+4 +06+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rend aaay. F.K. �r� lea �. Dew 4/18/07 UPDATE TABLE a, SELECT VALUES DUE TO ANCHOR CAP. ADJ 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) 10/17 /(xi 6/13 2/28108 REVISE ANCHORAGE FORMAT, HEAD BSILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L. ' 9/23 /06 J NOKCMI8, FL 34278 P.0.139% 1525 NOKOtdIS, FL 34274 �, T Visibly Better ALUM. HORIZONTAL ROLLER WINDOW IMPACT HR710 I "�` NTS " 8 m 11 °iA"'° 4127 - 10 "^' C • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • .• ANCHOR QUANTITIES, XOX (1134/34/3) WINDOWS TABLE 8 NOTES: • 1. ANCHOR TYPES: • 1 - 1/4 ° ELCO TAPCONS 2 -114° ELCO $S4 CRETE FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K. L 2,3, WOOD 2, CONC 1, CONC • 2,3,,V000 • �, COITc': • 1 • • ZONES ZONES ZONES i • Z Q 1E • :ZONES* • • toNgs • • e WINDOW SIM W ° u HEAD & SILL m 1 HEAD & SILL -, HEAD & SILL m • a 44D & 0 11. -+ • • HINDS, SILL} -, fg • • HEAD &SILL -, ° • 2. GLASS TYPES: t A. 5/18° LAMI - (1/8' A,.090, 1/8° A) - B. 5/16 LAMI- (1/8' A,.090,1/8 HS) 48.000x38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C.5/16' LAN -(1/8 HS,.090, 1/8° HS) 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2 -41402161 3 3 1.0E.1 +0241 r3 D. 7/16° LAMI - (3118 A,.090 A,.090, 3/18 A) F. 7/16 LAMI- (3/16 °, HS) 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +09 +1 +C2,1 • • + 1 • 3 1+ +_ +y 1 +1 +Ctig / 3 HS,.090 F. 7/18 LAMI - (3118° HS,.090, 3 3 111 8° HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1.02111 311+112 +SC24} 3 11 +1 +C2 +1 G. 13/16 LAMI 13 - 1/8" OR 3/18' A, 5/16° OR 3/8 SPACE, 5/16 LAMI - (1/8° A,.090, 1/8" A) 3 H.13/16' LAMI IG -118 OR 3/16° A, 5/18 OR 3/8' SPACE, 5/18 LAMI - (1B° A,.090,1/8" HS) I. OR 3/16 A, 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1+CC +•1!C2+1 4 1 +�7 +C 1 8 1101141+01411 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 13/18° LAMI IG -1/8 5/16° OR 3/8° SPACE, 5/16 LAMI - (1/8 HS,.090, 1/8° HS) 3 J. 13/16 LAMI IG -1/8 OR 3/16' A, 3/16° OR 1/4 SPACE, 7/16 LAMI - (3/16 A,.090, 3/16 A) 53.125x 38.375 48.000 50.625 64.000 80.000 63.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1+C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+02 +1 2 K. 13/16 LAMI 10 - 1/8 OR 3/16 A, 3/16 OR 1/4° SPACE, 7/16 LAMI - (3/16 A,.090, 3/18' HS) 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 L. 13/16 LAMI 10 -1 /8° OR 3/16° A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16 HS,.090, 3/16° HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1 +C2 +t +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1+C2+1+C2+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 HEAD &SILL: 101!2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x38.375 48.000 50.625 54.000 80.000 63.000 1+C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 25 3/4° MAX. FROM CORNERS 2 JAMBS: 9 MAX. FROM CORNERS AND 221/2° MAX. O.C. 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 TABLE KEY: 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 X 0 X 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 11 +C3+1 +C3+11 3 F.--- ANCHOR QUANTITY PER JAMB PRODUCT REVISED a can p o:} :ying cg with the Raids Buildhr7 Code No o aBl5.o9 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03 +1 3 1 +C2 +1 +02+1 3 1 +03+1 +03+1 3 66.000x 38.376 48.000 50.825 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3 MIN. O.C. ANCHOR SPACING) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +G2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1+C3+1 +C3+1 3 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +03+1 3 1+02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 74.000x38.375 48.000 50.825 54.000 80.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1+02 +1 2 1 +02 +1 +02 +1 2 1+C2 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 2 I� 1 25 3/4° MAX, I - H.-3 MIN. 1 +C2 +1 +02 +1 3 1 +C1 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C3 +1 +03+1 3 I 1 +02 +1 +02 +1 3 1+02+1+02+1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +03+1 3 1 +03 +1 +03+1 3 L 111 r X 1 141 O 1 X 1 +02 +1 +C2 +1 3 1 +02 +1+02+1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C3+1 +C3+1 9' REF. 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +02+1 +02 +1 3 1 +03+1 +03+1 3 -� 1 +02 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +03 +1 3 1 +C2 +1+02 +1 3 1 +03+1 +03+1 3 W/ QTY. OF (3) ANCHORS 38.376 48.000 50.625 54.000 60.000 83.000 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 MTG. RAIL, MTG. 2 TYP. CLUSTER 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +C3 +1 +03+1 3 1 +C3 +1 +03+1 EXAMPLE 3 Acceptance 3 (SHOWN IN TABLE KEY MAX ABOVE) EX.kationDate i4E3/L•11 13adoProdaG +'^'1! ' '` "" 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1+C3+1 3 1 +C3+1 +C3 +1 4 1 +03+1 +03+1 3 1 +03 +1 +03+1 3 I 25 3/4° 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +03+1 +03+1 4 1 +C3+1 +C3+1 3 1 +04 +1 +04 +1 4 -► TYP. -.--1 1/2 N, IF-3 MIN. 88.437x38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 1 +02+1 +02 +1 3 1 +02 +1 +02+1 2 1 +02 +1 +02 +1 2 �� ��- d� 07 / - Robert L Cleric, P.E. PE N38712 Structural 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 9° REF. 1 i _ 0* 1 u 0 1/ 1 X ,/ 1 +02 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02+1 3 1 +03 +1 +03+1 3 7 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +03+1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1+03 +1 +C3 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3 1 +C3 +1 +C3 +1 4 1 +C3+1 +C3 +1 3 1 +01+1 +04 +1 4 MTG. RAIL, TYP. 1 +03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +03+1 3 1 +C4 +1 +04 +1 4 EXAMPLE CLUSTER W/ Q. OF (4) ANCHORS Rer d Mem 4/15107 aeHdar. C UPDATE TABLES, RR FCT VALUES DUE TO ANCHOR CAP. ADJ. CxilvE NO90A118, FL 34278 090068, FL 34278 P.O. BOX 1828 NOKOMIB, FL 34274 SPACING, XOX (1/3-1/3-1/3) ./ TeX FK w 1 10/17/06 Revisions B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Visibly Better rme: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rand Or F.K. Vats: 5!13/66 A ADD SPACE DIMENSIONS GLASS TYPES 0 THRU L sawn 6y. FK 2!08/08 ammtee J.J. omd 323/06 1 S fbdd HR710 8 + NT$ apart 9 a 1 °ni6 ®ea' 4127 - 10 an: C • • ••• • • • •• • • • • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • •• •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • . • • • • • ••• ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 ANCHOR TYPE & SUBSTRATE WINDOW SIZE W H 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.825 54.000 80.000 83.000 53.125 x 38.375 48.000 50.825 54.000 60.000 83.000 60.000 x 38.375 48.000 50.625 54.000 60.000 83.000 86.000 x 38.375 48.000 50.825 54.000 60,000 63.000 74.000 x 38.375 48.000 50.625 54.000 80.000 63.000 Rev Mx F.K. 4/15/07 m ar F.K. &mad By. F.K. Omen en F.K. Dew 10/17/06 Oafs 5/13/06 2/25/06 GLASS TYPES A,B,G,H 2,3, WOOD ZONES Q o� _ 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2+1 1 +C3+1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +03 +1 1 +03 +1 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +03 +2 2 +C3 +2 1 +C3+1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3+2 2 +C3 +2 C ROPftireli RevLYmn A en.a.d J.J. m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 4 3 4 4 4 4 3/13/06 2, CONC ZONES q0/ J 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3+1 1 +03 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+02 +1 1 +C3 +1 1 +C3+1 2 +CJZ +2 2 +C2 +2 2 +02 +2 2 +C3 +2 1 +C3 +1 2 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1, CONC • ZONES : 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +02+1 1 +C13 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C3 +1 3 1 +C2 +1 2 1 +C3+1 1 + C3 +1 1 +C3 +1 1 +C3 +1 1 +C4 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +04 +2 2+04+2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +04 +2 2 +C4 +2 2 +C2+2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4+2 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 4 4 3 4 4 4 3 4 4 4 4 ion GLASS TYPES C,D # �, ,I,J,K, L. ', 11IO0D 31 CONC . 1,CClNO: ZIsNES 7 • 1 +C3 +1 4 1 +Irk.1 4 1+C2 +1 3 1 +02 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 4 1 +C3 +1 4 2 +C2 +2 3 2 +C2 +2 4 2+C3+2 2 4 2 +C3 +2 4 2 +C3 +2 4 2 +C3 +2 4 2 +C2+2 3 2 +C 3 +2 4 2 +03 +2 4 2 +C3 +2 4 2 +C3+2 5 ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L •• • NOTES: • • . 1. ANCHOR TYPES: • • 1 - 1/4° ELCO TAPCONS 2 -1 /4' ELCO 884 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) •• • • 2. GLASS TY A. 5/18° LAMI - (1/8° A,.090,1/8° A) • B. 5/16" LAMI - (1/8° A,.090,1/8° HS) C. 5/18° LAMI - (1/8° HS,.090, 1/8" HS) D. 7/18° LAMI - (3/16" A,.090, 3/18° A) E. 7/18' LAMI - (3/18° A,.090, 3/18" HS) F. 7/18" LAMI- (3/16° HS,.090, 3/18' HS) G. 13/18° LAMI IG - 1/8' OR 3/18° A, 5/18° OR 3/8° SPACE, 5/16' LAMI - (1/8° A,090, 1/8° A) H. 13/16" LAMI 1(3 - 1/8" OR 3/18° A, 5/18" OR 3/8° SPACE, 6/18° LAMI - (1/8° A,.090,1/8" HS) I. 13/18' LAMI 10 - 1/8° OR 3/16° A, 5/18° OR 3 /8° SPACE, 6/18' LAMI - (1/8° HS,.090, 1/8" HS) J. 13/18" LAMI IG - 1/8° OR 3/18° A, 3/18° OR 1/4" SPACE, 7/16° LAMI - (3/16° A,.090, 3/18° A) K. 13/16" LAMI IG - 1/8° OR 3/18° A, 3/18° OR 114° SPACE, 7/16° LAMI - (3/16' A,.090, 3/18' HS) L. 13/16° LAMI IG -1/8° OR 3(18° A, 3/18° OR 1/4° SPACE, 7116' LAMI - (3/16° HS,.090, 3/16° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 183/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 221/2° MAX. 0.0. TABLE KEY: 0 X_ [2+C3+21 3 H-- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. 0.C. ANCHOR SPACING) I 183/4° MAX MIN --+� (�--3 °. 9° REF. G. RAIL PRODUCT P+EVISED ¢3 aomp:;wg Wiia tin Florida Building Code 09 S, Accoptanae No . Expiration Date ' / By , ad, e, M i.. °adoHoduct �•; EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) - 1 183/4" MAX. 1 3° MIN. 1/2° TYP. 9° REF. �� MTG. RAIL ANCHORAGE SPACING, OX AND XO WINDOWS rmr EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L Clark, P.E. PE 939712 Shuchual Barter .1011.6.11k sa ve F st ae Oen4kea gar: HR710 NTS 10 m 11 4127 -10 C ZONES• 3 1 +C3 +1 . 1 +C7. Z 1 + 1: ?41. 12 += 3 3 +c *1 :1+12+; 3' 4 +1 •1 +0241 3 t +GR ?1' 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C3 +1 1 +02 +1 3 1 +C3+1 1 +C2 +1 3 1 +C3 +1 ® 3 1 +C3+1 2 1 +C2 +1 Zl 2 2 +C2 +2 3 1 +C3+1 3 1 +C3+1 ® 3 1 +C3 +1 3 1 +C4 +1 ® 3 2 +C3+2 ® 3 2 +C3 +2 ® 3 2 +C3 +2 ® 3 2 +C4 +2 ® 3 2 +04 +2 ® 2 2 +C2+2 1 +C2 +1 3 2 +C3 +2 1 +C2 +1 3 2 +C3 +2 1 +02+1 3 2 +C3 +2 1 +C3 +1 3 2 +C4 +2 1 +C3 +1 3 2 +C4 +2 2 +C2 +2 2 2 +C2 +2 2 +C2 +2 3 2 +03 +2 2 +C2 +2 3 2 +C3 +2 2 +C3 +2 3 2 +C4 +2 2 +C3 +2 3 2 +C4 +2 2 +C3 +2 4 1 +C3+1 3 2 +C4 +2 4 2 +C4 +2 5 2 +C3 +2 4 2 +C4 +2 5 CHG.TABLLE670 6, 6 SELECT VALUES DUE TO ANCHOR CAP. ADJ 1070 TECHNOLOGY DRIVE REVISE ANCHORAGE FORMAT, HEAD 6 SILL CLUSTERS NOKOMIS, FL 34278 P.C. BOX 1829 NOKOMIS, FL 34274 g m 2 3 3 3 2 3 3 3 3 3 3 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4 3 4 4 4 4 R Visib A 0 MIN. 3.4 KSI CONCRETE 1x WOOD - NOTE 3 BUCK, 1 1 /4J MAX. SHIM Ravada7 F X. w F.X. cu.,' sr F.K. er F.K. CONCRETE ANCHOR, NOTE 1 1 /4° MAX. SHIM WOOD ANCHOR, NOTE 2 CONCRETE ANCHOR, NOTE 1 4/15/17 10/17/08 int B 1 3/8" MIN. DETAIL E 1 314" MIN. E.D. TYP. NOTE 1 7i 2x WOOD BUCK, NOT$3 • • • WOOD ANCHOR, • • • • • • • • • 44FOVATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8063 -T5 AND A MINIMUM DETAIL A NOTE 2 DETAIL B OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. TYPICAL FLANGE FRAME HEAD SECTIONS 114' MAX. SHIM —►1 CONCRETE ANCHOR, NOTE 1 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 • ••• • • • ••• • •• • • • •• •• • • • • ••S • • • • • • • • • • • • • • • ••• • • • • ••• •114 • MAll. - • • • DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS 1/4° MAX. SHIM • NOTE 1 © • i 1 3/4° MIN. A MIN. 3.4 KSI E.D. TNT. CONCRETE 2x WOOD DETAIL C BUCK, NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS : REVISE NOTES 1 & 217E0ARDINOTTRO'FlTHD. & EMBEDMENT. C ADD I.F. FRAME. CHO. NOTE 8 TO FR C, 'CURRENT EDITION' REVISE EDGE DIST , EMBEDMENT & SHT. REFERENCES ADD NOTE 8 cart= 3123(05 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT,,EDITION. (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) • 1 3/1' • MIN. • • • • • • •• WOOD ANCHOR, NOTE 2 •• • • • • •• 1 314° EXTERIOR INTERIOR [� MIN. E.D (H & SILL DETAILS TYP, INTERIOR (JAMB DETAILS E, F & I) EXTERIOR SEE NAILING 1 MIN. ® Dew 5/13/08 Deke 2/28108 Perletcar A Charted ar JJ. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.C. BOX 38 NOKOMI8, PL 15 34274 NOTES: A 1.1OR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO 7 = 1 • TAPC•NSIEMBEDED 1 3/8° MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4' MIN.. MINIMUM DISTANCE FROM • : AM11CHC13 SO CONCRETE EDGE IS 1 3/4'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. • • • 2. feOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (06) OR 1/4" SS4 CRETE -FLEX WITH © #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS • • • TI-016t 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. • WOW BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD • • BUCK3■TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. • DETAIL G (SILL) DETAIL I (JAMB)) Q TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS rnIce DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 1/2° NAIL AT CORNERS AND 6' 0.C. TYPICAL DETAILS 0, H & I. e®mnma°u emm:x NR710 Half 11 m 11 4127 -10 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT C O OQ Ac No gi,• 7ratiou Delo LPL' /4 By D /f 7 Robert L. Clark, P.E. PE H38712 SUuciuil • Apr 10 2009 10:05AM HP LASERJET FAX 234 SW 30 Street Fort Lauderdale, FL 33315 (954) -522 -5009 CAC 1814362 Proposal 00000000000 p. Name: Leading Builders (Camill's) date: 4/10/09 Address: 2801 NW 87 Ave Phone: Dora!, FL 33122 fax: 305- 227 -9265 Heat Hood Green Heck CUBE -101 Vented Curb (Discloser by Manufacture Do not recommend vent Because rain could possibly enter the vents) 14ft length 12" round 16ga metal duct all seams welded Labor • • • • • •• • • $2,898.9Q.. . • •••• • • •• •• Note: Not included in price -- Permits, Heat loads, Drawings, Electric, PWWWJW and/pt.. Painting. • • • • • •• • • • •• We offer to furnish material and labor and complete the above in accordance with abo • • • fur t• specifications for the stun of $2,898.00 Dollars All materials is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra Offer may be withdrawn costs will be executed only upon written orders, and will become an extra if nut accepted within 30 days charge over and above the estimate. All agreements contingent upon strikek accidents or delays beyond mamma Owner to carry fire, tornado and dyer necessary insurance. Our workers are fully covered by Worker's Compensation Insurance. Acceptance Date ••. • • •••• •••• • •••• • • • • • • • • • • • • • •• •. • • • • * Apr' 10 2009 10:05AM HP LASERJET FAX 00000000000 p.1 To: Brian Faonu Don Fenn 305- 227 -9265 Pages 4 Plwns Date: 4/10/09 Re: CCs • •••• . _ ••• • •• • • 0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 YleessReaycM• • • • • Comment= Est for heat exhaust fan 234 S.W. 3V STREET FORT LAUDERDALE, FL 33315 PHONE: (954) 522 -5009 FAX: (954) 522 -1382 • • •••• • • • •• •• • • • • • • •• •• • • R eturn to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 'Bill To I GARY & GRATHENA LEVINSON 660 GRAND CONCOURSE MIAMI SHORES, FL 33138- Date 05/26/2009 06/18/2009 05/26/2009 Thursday, June 18, 2009 Fee Name Revision Fee Change of Contractor Scanning Fee Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Invoice Number: imp -5 -09 -34902 Invoice Date: May 26, 2009 Permit Number: BP2004 -11 Bond Number: 'Comments: Fee Type Calculated Calculated Calculated Total Fees Due: Fee Amount $75.00 $75.00 $6.00 $156.00 Payments Date Pay Type Check Number Amount Paid Change 06/18/2009 Credit Card $156.00 $0.00 Total Paid: $156.00 i Total Due: $0.00 II BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle) Building Roofing Is Building Historically Designated YES Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOV Contractor's Company Name UAW 11 & L GAR t 4 Phone # Contractor's Address 14;1 N v J Describe Work: CA4M4 6c O \ N c 6� Permit No. Master Permit No. Owner's Name (Fee Simpl . Titleholder) � ' L'&O7/Z✓J�O1� Phone # ° qb 7 : / O q c, Owner's Address b G O 61,- VO Q t ) CIC City MOW( ( State n Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 6 60 67titikro ( lJC?o l A g 6- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Goy 7 • City `✓ i State Zip 3 3 ooLf Qualifier Name ' BO D i S Phone # q q. o s 3 (e i State Certificate or Registration No. C/ CC /51) 7020 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition ******** * ** ** ** * ** * * * * * ** * * *** * * *** * * ** F * * * ***** * * * * ** *** **** ** ** ** **** Submittal Fee $ Permit Fee $ CCF $ Cd7CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES,' BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sin (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved - inspection fee will be charged. Signature O, 'ner or Agent nt was acknowledged before me this 16 -re tia" ,20 0C( , by COWL( (Akifan1S J , day of -- , , by 13)(141i)-$ ®1614 S personally known t.- e or who has produced wh is personally known to or who has produced s I entification and who did take an oath. The foregoing instrum day wh Sign: Print: As identification and who did take an oath. NOTARY PUBLIC: / 4 1 ** A MY CO SSIO #DD °5 1, 0 EXPIRES: November 25, 2011 ° P .1 Y P1. Notary Discount Assoc. Co. My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) ARmANDocacALE SSION # DD7364 . it Now rum., AUOa Signature / Contractor The foregoing instrument was acknowledged before me this Ii Sign: Print My Commission :k*+k+kek4:***. *************** NOTARY PUBLIC: Ce 2-22 Plans Examiner Engineer Zoning June 8, 2009 Ref: Miami Shores Building Permit #04 -11 660 Grand Concourse Miami Shores, FL To Whom It May Concern: Sincerely, Leading Builders Construction Company °Lectolf.vu3 tine future iw buil.ali,wg' This letter is to serve as notice that Consolidated Federal Home Remodelers, Inc. is no longer contractor of record for permit number 04 -11 with Miami Shores Village. Consolidated Federal Home Remodelers, Inc. 13030 NW 8 ST Miami, FL 33182 Phone 954- 605 -3617 Miami Shores Village Building Department Change of Contracto Owner's Name (Fee le itleholder I N S0 rJ Phone# &I S q b `f ° (6 Owner's Address p ( 6 ,J i it 46 City MOM S S State -t Zip Phone # S. 0 S . - %Li` /0/ I / Job Address (of where the work is being done) 6 6 © Cry''' to cottiut cJ I &- Contractor's Company Name tf8RI- ,,! 14 4) Contractor's , A ,� d , �'ess / 7 /10A) - sr Cit P/1/'v/f" State Qualifier (g & (r,.v i S Architect/Engineer of records name Address City Describe Work: 0(`n b Al d riAdVd V t rio Ai ' iu/ (“ l IQ6iv ; I hereby certify that the work has been abandoned and/or the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal in o nt. Signature The foregoing strument was acknowledged before m's �t day of ,WM C.n Imo( By whoersonally known to me who - produced-°' as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My ommission Expires: Chg4 /18/08 Agent ARMANDO GONZALEZ MY COMMISSION 0 DD736469 ,, EXPIRES: November 25, 2011 . a•n,YAR1 Fl. Notary aunt Assoc. Co. State Signature /41/ 71/7/70 ( Contractor /Architect The foregoing instrument was before acknowledged before me this 8 day of , 20 6 5 By --4- O1(+° S or who ' persona k nown to me who Permit No Zip Phone # QP (o 1 '3(f 7 3300 Zip as identification and who did take an oath. or NOTARY PUBLIC Sign: ' A _ Print: My Commission Expires: Parcel Number: 1132060171980 660 GRAND CONCOURSE Miami Shores FL 33138- Tax ID: 1132060171980 Owner Information GARY & GRATHENA LEVINSON Phone: (954)605 -3617 Current Owner: Yes Related Permits Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Plumbing - Residential Residential Construction Windows /Shutters o. ‘reitA0ei 0 43016 d 1' pal ® kbithal of Y0011 C° W1(44. P 6rCk , ale-0 ® Ni4Y180U3S Wednesday, May 13, 2009 Parcel Owner Report Permit Number O BP2003 -1991 EL2004 -29 EL2005 -14 EL2003 -349 dl' P2004 -11 MC2004 -45 ME2003 -217 BP2003 -1854 PL2003 -315 PL2005 -60 BP2004 -448 BP2005 -5 PL2005 -338 GBP2005 -6 VS -12 -08 -2225 Application Date 12/29/2003 02/05/2004 01/08/2004 11/26/2003 01/08/2004 01/08/2004 11/26/2003 11/26/2003 11/26/2003 02/18/2005 01/08/2004 01/03/2005 01/08/2004 12/02/2005 12/30/2008 Expiration Date 06/26/2004 07/26/2008 07/22/2008 12/28/2005 07/28/2009 07/10/2008 12/28/2005 12/28/2005 12/28/2005 02/07/2006 12/27/2008 05/17/2006 07/22/2008 12/02/2006 08/18/2009 Status EXPIRED CLOSED CLOSED CLOSED APPROVED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED EXPIRED APPROVED Page 1 of 1 BUILDING PERMIT APPLICA FBC 2001 Permit Type (circle City Miami Shores Village Qualifier State Certificate or Registration No. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Buildin Owner's Name (Fee Simple Titleholder) &A-4 L146o,J Phone # 65c, 5 (0`2 ` ] Owner's Address 1419 CaidatA1144461 City PAlki■A( 4104'5 State d Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 61‘ 1 1.7 6 0 Is Building Historically Designated YES NO y Contractor's Company Name (../V4 09 ili'ia iVL'¢J &IC/. Phone # Contractor's Address 431 G Sr City 081•1 9 State k, Zip Per. ®cam $ Value of Work For this Permit 6 Submittal Fee $' ` Permit Fee $ Notary $ Scanning Code Enforcement $ ECEPVFID IOv • Electric County Miami -Dade Architect/Engineer's Name (if applicable) Phone # ['Addition of Work: Addition teration New Repair/Replace ❑ Demolition Describe Work: AtI Dn� ®( regtSTI116 /� geoty( � l KIST) /46 Il�c zl CAnu 4�M �° CCF $ CO /CC J0 $ Radon $ Zoning Bond $ Structural Plan Revie 0 7 50 # 5 -0 /5 Total Fee Now Due $ (Continued on opposite side) Permit No. 33ot Square Footage Of Work: k9 Training/Education Fee $ Technology Fee $ Master Permit No. Plumbing Mechanical Roofing Zip /5 0 ° (mil - 40 5.34'\ Certificate of Competency No. yak Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also - certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s - ) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and ctio . -e will be charged. Signature The foregoing ins day of who • NOTARY P Sign: Print: Chc 05/13/03 LIC: My Commission Expires: APPLICATION APPROVED BY: Agent acknowledged before me this W The fore t • 4;044 (ji✓W , day of ..I ly o me or who has produced who i' = rsonally kn As identification and who did take an oath. 5 -07,- % NOTARY PUBLIC: -60 <1 [is/s Contractor instrument was acknowledged be e me this ' mmission # DD3238 IOW + P4= Pxrires: Muy 26, 2008 Donna Davison • My Commission DD248086 lvl y torn p orn .: i h ,1nc. * * * * * * * * * ** * * * * * * * *** * * ** *At** e 0 * * * * * * * * * * * * ** ********** * * * * * ** * * * ** * * * * * * * * * * * * * * * * *,x ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** ** ************ * ** * * * * * * * * * * *** * * * * * * * * * * * * * ** 6 i-___ /3)/,s syre .e Plans Examiner Engineer Zoning Building Department ELECTRICAL CRITIQUE SHEET 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ' yP 'f ` — Job Name /r'., ,�� e i „i ; �t APP 'J �-�� e � �' d"',/,' V )--e, a or `tom ” 4 14 4 4 t - %.0nTA2 et v j Cn ' ado* 4 £,, Y7 ye E7' P.4 i ® Ail .* tXrt� 1/ v'V�c,- Ca//zCQ //, r/3 wyr sj k/ / 0,estei 4 /.}I G ea47i 4',- s ‘‘ e ,r ,rrc71i-foe" - r i-. .k.`'cY1z' o � 9 `eh r t e " f ' .7-1PY- f .94, sod 4i p f-te y 470.5 JAI DATE: .5h5/v,6 TO: Camei Slwiiea, 'V illage 10050 N.E. 2n Ave Miami Shores 33138 -2382 305- 795 -2209 FAX TRANSMITTAL FaX ( y o 5 596 °I o 3 l FROM: FAX: (305)756 -8972 v Number of Pages Including Cover -� MESSAGE: JA "f,OIL Ost4 6 [ eEle-Leg) Mawu Sd ' 'i ale /5f` /gal- 9/S9 DATE: 51 17 )05 TO: B11% r%) Co , V s r- ci n lagci S(waec 9/if(.age 10050 N.E. 2' Ave Miami Shores 33138 -2382 305- 795 -2209 FAX TRANSMITTAL FAX (95/) - 9 f 5 Q - 1 FROM: FAX: (305)756 -8972 Number of Pages Including Cover MESSAGE: ot re. 5 ;nc ���� C41) Cr 7/tiaosi S44e4, `J& ye PERMIT NO. : ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT- SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Sub}ect to compliance with aft Federal, State. County.VUlage rites end regulations. Village assumes no responsibility for acourecy attar resutts from these plans, 2. This copy of plans meat be available en building site or no Inspection will he conducted. JOB ADDRESS I4 • $rapc-c✓ � CCP cLr5 APPLICANT PHONE # APPLICATION 14 (ow C 6E e ccosu,e- SHEET OF MISCELLANEOUS DATE MAW 1 imat u t, SHEET COMMENTS i Q) 6 1J- & JCLosci - A, A,dvcc//vG U et/WV /A)t f 2 -6 w, Zo D 4', u frfc 5 &,S /i/ r /ben./ C. /0 5 f f © mss rez.e. Ling, d/U 5 / r S Ts oP nf. aeli G" //vv, INITIALS 1 Miami Shores Village Building Department PLUMBING CRITIQUE SHEET 1:1 Tjeei 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 /— " --Fax: (305) 756.8972 Permit No. Job Name • �, 1 /kao. rrt e. , 7 , 4 ' iv'k : - % 7c 6 ao, Miami Shores Village Building Department BUILDING CRITIQUE SHEET p %i/bh y 16/ / 1 4r0 /.PA 7 1s- G ,46110,- . mss' Permit No. 81 05-C Job Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village Building Department 2rld- l�� Uj C w � /e a G,t G� � a STRUCTURAL CRITIQUE SHEET Ji, 5 7 1 4..1 do 5.11 is/vae4, F a4/ -rC 6e7 Kz c 517. ' - 2 .sit Permit No. lc— 6 Shod) e ehe jth i. E is 14 f e / z A IFLie ow 5 ,, a 1774 $'CCT/ c j : rce 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Name Z min s 0/1 i/ r e Fr,e 04 or ry 05' Permit No. 0'5 Jab Name Levi-1-740o d ' ‘r��d Cone e Reid ttl STRUCTURAL CRITIQUE SHEET /ode rAya c Miami Shores Village Building Department e: c Aezp "New Rai 3 e d fleet - -- h v ®Gi/ Dl h P. 7 .7- ve comple C4/9 '' d e f 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village Building Department /314,19/14 i apA e Permit No. 8P 5 � Job Name BUILDING CRITIQUE SHEET DP row do 10-o5/y/be 11-0 yc,we.s err 4. v 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 •-� 1. . 1. 5111111/MIK .4A4W Permit No 6Y-- Miami Shores Village Building Department 614; 105 E v F C4- -9rN k h etS f el 00e? E (6/ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Job Name Levin s on rld f��Idd�V1J �rl STRUCTURAL CRITIQUE SHEET fi silk/es v / 7 0 Th // need- Prvdl ti / A t- eev'a/ Irekil.G h De1 (7 i /V 'Y Ca:S'efri en A 4/ ii/7 Cate', a 67 S , A/C c'S/vae7, freitii%na hrce 5t di: id 15 L 5pd -c /0 w "0 shiu �i y� , E / -ev44-14 /'1 131-4 "-ale, $ . 4 -2 41 s 6' a A. - Z.A R '1 m` 6 - rid c T c N $ 1 3 / Rein `-c e e a cI i f/ a6 o P Fr,e vi c 4 i7 o cr l-4' /f i ic . L�e C Pry � d 46-- /0/ aiJerne deu (1e- he r-d ej— cdnjiec-fo d i' G,indCie /7epyi -ed % . STRUCTURAL CRITIQUE SHEET hW W sve Need prated /iber - ,/l-6' � CG• GiIm mt fre e h 000r, ce i( Fr, .124,e)- "lMf Miami Shores Village Building Department Permit No 05-6 Job Name LeVeileof as 6d , fir P4nefs Uf /e55 v/ 662.4-t-1 e R/a f � `We i() lt'&i S e a f./ ©r r g ivy' y f L 4e ' /nailed ? 15 jai"ely -e deer be removed ? 6ik;e ciympiete. She i G i a / ezq )d a are.I5 lite5 .4 71 15 d -K 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Department ELECTRICAL CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ' J. 7 Job Named ,o'a 'ir' ' 4 el d iz.0‘ ,P,7J& 41 t I`d' 71ed V ) d eo/ - .444 V 4 c9.1 . 4p.f Te' C it G ,.19-tiIJ" xeee .f 00d', .00 fie, fl ted ° s AA? 1 ,,- i 09 e.0 7r 1:71 0 .it, - Pvt. ‘,0,..97 e 1 it ,i e, e 40;...° . .6 ei#17 ) . 402.7,04 t',--?J Yr 4- oid % LW' a i''ce7 'cT "/ id 'II . )zi e7i, ‘ed 12 ze.071 ,972ie/ -) 7r9 e0 d ' - 4/ 'e tea. a /f C " / ,' — I' '/-r /3 'elt S *�.� --" .9.IsA,/4' r l/i/ / O%2 e , r /V v ,� ›-' trc 711.- ,J fey/ `G `✓''' e/214 r , e �f / ^ ), r,�, I i'4„ ,,i�-,d --- /"- 3 fre K ' Miami Shores Village Building Department ELECTRICAL CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. YAP Job Name ,/'j/t- a P xvc tea �� � gT' Y 0 e'ePe°e 1 e,/"'5 C' o--pJ ,P / ze�7c /NY 2TI c p oe 5 70' 7 / e' 9 1 6 off 1 d -tee 5 7 gev' d - �-� 2 c° d aAz ems/ Y �o Miami Shores Village ELECTRICAL CRITIQUE SHEET ,4 dd R .ae +�. 9 tIe ``/' 414,/ ®l V ) a �vap Ids Wit ) j/'e + ,,LAeAt J 6' 7, - ' - 0 /1"0- •.x R'Gvo/✓7--ite6 j Ito miv 2 .6 ex/7 ®� £ J y, Add &tePee7. /I `402 g' /9.p '') jd e_ ✓ e , V 104. a / (4/ f- pf,<w/3 S /iL /J / el et ,i) G 6-14 Yi ,-'A" ` S 'Pi2 1 f 405 izit-i-i e lie X- <re T> r i- J teeriz/'c 5' ie121 r e e Jb i' T',& ? / � 9 y , 646d .5 Fat g1 'vies l id/19,5 - attiL Building Department id„ eidh. IC iK 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Peso. y Job Name V a ii L ,4 , 5 - 4 0 .e 4 --041W #( 7/- ))o a- )0441 C.a I f Edl Cor - crdoc- k € /A- v©% 9 I (fif f ci G ? 1 -91'5 �� 6), -7 Issue Date: 12/2/2005 Owner's Name: GARY LEVINSON Permit Type: Residential Construction Work Classification: Alteration Job Address: 660 GRAND CONC Street Miami Shores Village, FL 33138- Contractor(s) LEADING BUILDERS, INC Phone 954/605 - 3617 Primary Contractor Yes Additional Information Type_of Construction Stories Front_Setback Left Setback Bedrooms Plans_Submitted Certificate Date Occupancy Exterior Rear Setback Right Setback Bathrooms Certificate_Status Additional Info In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Bond Type - Contractors Bond CCF Education Surcharge Notary Fee Permit Fee - Additions /Alterations Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Radon Surcharge Scanning Fee l otegy•Fee CO I CC Technology Fee Total: Amount $300.00 $3.60 $1.20 $5.00 $180.00 $50.00 $50.00 $50.00 $0.95 $30.00 $50.00 $4.50 $725.25 Building Department File Copy Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/02/2006 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RC -12 -05 -1066 Phone: 954 -596 -8061 1132060171980 Lot: PB: Total Square Feet: 190 Total Valuation: $ 6,000.00 Required Inspections Slab Termite Letter Fill Cells Columns Tie Beam Window and Door Buck Window Door Attachment Framing Insulation Drywall Screw Ceiling Grid Final PE Certification Shutter Attachment Shutter Final NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. PERMIT #; 04 11 intractor ❑ Owner ❑ Architect Pi Address: Miami Shores Village Building Department 10050.NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT DATE: up 2 sets of pl.m.s oth r slit; (0400 coria. t From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: osiaolo9 PERMIT CLEARK INITIAL: % Ic upa BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofing Is Building Historically Designated YES NO Contractor's Company Name L MD/a.7 6Lii (/0 Phone # q Contractor's Address 1437 4.41../ 1 S T City 0/11/0 4- state Qualifier Name c€4 #J 01o0AvS Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. oy-1/ Owner's Name (Fee Simple Titleholder) 1 ti Phone # 30Y 9 109' Owner's Address ( 660 61 CON CO U l2-S 6 City M I AWl I �t k Y State r2 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) (0 (11.4 JID CvNf.OueSE City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Zip 3300t/ Phone# 9gt,'6 = 7 State Certificate or Registration No. W ( l ■70g Certificate of Competency No. Architect/Engineer's Name (if applicable) A/ r /' U Phone # 56 t. 527 ° t (S7 Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: �% s ddition 'alteration ['New ❑ Repair/Replace ❑ Demolition MN1/04j PAO POc r 117W-0 ✓-2.g /2 Et/ f s/ , �,•� /■ 6 36 : x**** ** ***** * ***:x************ ***** *: * ** F ********* * * * *** x ***** ** ** * * * * * * ************ Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such p ted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by , day of , 20 _ , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: * *** ** *** * * ******* * * ***** * **** ** **** * * *** * * ** * * *** * * * * * * * * * *: * * * * ** ** ** * * * *** * * * *** * * * *** * *** * * **** * *** *** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) 6e) '� \� bik Miami Shores Village Building Departhent 7/0 NoA jo o2 -O70. (2_ cr tlolk (, No( No 03- 11 of of STRUCTURAL CRITI tie" & /oce. UE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OV/ / Job Name Date s Miami Shores Building Department Product Approval Schedule / Comparison Chart Opening 11) Description of Window or Door or Mullion Product Acceptance Number Product Approval Design Pressure ( +) PSF ( -) PSF Address: Opening Design Pressure ( +) PSF ( -) PSF Rough Opening Size Shutter Required Yes / No Permit No. Mullion Required Yes / No Impact Yes / No thet %,\kvk t voxd lovtwoks BUILDING ligt:ITLVZ7 ii Permit No. L PERMIT APPLICATION La JAN 1 2 2007 master Permit No. FBC 2004 BY: Permit Type (circle): Owner's Name (Fee Skiple Titleholder) (.S (.4 ) K1'91.) Phone # Owner's Address 0 cz ,J o Y F.� City Ml ( All. l Y 5 State FL- Zip r 33 I 3 5 Tenant/Lessee Name Phone # '3O 5 lei 1 04rw Job Address (where the work is being done) 6 6 O 6 ++3 b Co Nc-otO vz-S 6., City Miami Shores Village County Miami -Dade Zip .33 1S8 FOLIO / PARCEL # Is Building Historically Designated YES NO v Contractor's Company Name 1-6 Cy. e V I Contractor's Address 37-61 NiJ «t t City h4 ( f11p1 j State `%L let S State Certificate or Registration No. C6e_ 1 0070 ?b Architect/Engineer's Name (if applicable) ,7y `° Qualifier Name Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ['Alters ' n Describe Work: ill k Submittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Fee $ Phone # Certificate of Competency No. w 1 Lt Phone # * * *** * * * * * * * ** Fees , * x �r �r 300 a •= CCF $ CO/CC Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ echanical U -0 Phone# 4 60c • 34 I'7 Zip 33i s- eq91. tc$3(/7 Repair/Replace [' Demolition Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 40, Dd '� t7 .ov Total Fee Now Due $ See Reverse side Roofing Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced (Revised 02/08/06) As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: l�- ` - as identification and who did take an oath. Sign: Print: My Commission Expires: '3I 67 *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer 07 Zoning Bill To I None None Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 02/02/2007 RENEWAL Friday, February 2, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 � J1AN 10 CSI# std Invoice Number: imp -2 -07 -27426 Invoice Date: February 02, 2007 Permit Number: BP2004 -993 Permit Type: Imported Permit / Work Classification: <NONE> Fee Type Calculated Fee Amount $100.00 Total Fees Due: $100.00 Bill To None None Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Imported Permit / Work Classification: <NONE> Date Fee Name 02/02/2007 RENEWAL Friday, February 2, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -2 -07 -27417 Invoice Date: February 02, 2007 Permit Number: BP2004 -448 .VAN 1 OPAID U-4 %, Fee Type Calculated Fee Amount $100.00 Total Fees Due: $100.00 Bill To GARY LEVINSON 660 GRAND CONCOURSE Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Imported Permit / Work Classification: <NONE> Date 02/02/2007 02/02/2007 01/25/2007 Friday, February 2, 2007 Fee Name Revision Fee Scanning Fee Plans Processing Fee (Residential) Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 AN 1 0 PM Invoice Number: imp -1 -07 -27304 Invoice Date: January 25, 2007 Permit Number: BP2004 -11 Fee Type Calculated Calculated Calculated Fee Amount $300.00 $45.00 $60.00 Total Fees Due: $405.00 Bill To GARY LEVINSON 660 GRAND CONCOURSE Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 02/02/2007 RENEWAL Friday, February 2, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -2-07 -27419 Invoice Date: February 02, 2007 Permit Number: EL2005 -14 Permit Type: Imported Permit / Work Classification: Electric Fee Type Calculated :SAN 1 0 PAID Ca Sri Fee Amount $100.00 Total Fees Due: $100.00 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 29, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Street Miami Shores, FL 33138- Project: <NONE> Contractor: CONSOLIDATED FEDERAL HOME REMODEL Building Department Comments January 28, 2009 Permit Type: Imported Permit Inspection Type: Truss Insp Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954 -4104679 Page 1 of 1 AN 2 9 ENID Passed /c 2 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 29, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Street Miami Shores, FL 33138- Project: <NONE> Contractor: CONSOLIDATED FEDERAL HOME REMODEL Building Department Comments January 28, 2009 Permit Type: Imported Permit Inspection Type: Truss Insp Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954 -4104679 Page 1 of 1 A 20 January 2009 Building Official Village Of Miami Shores Miami Shores, FI. Re : Sir : Levinson Residence Addition 660 Grand Concourse Miami Shores, FI. Permit No : 04 -11 Andra aulkner, Print al DZN T'L. AR s i 14988 DZN ARCHITECTURE ENGINEERING CONSTRUCTION Please be advised that several inspections were performed at the above referenced project location in the months of February — April 2005 for the following, included but not limited to : Roof trusses, Truss strappings, anchors, tie downs, Roof sheathing and fasteners. The inspections showed that the work was installed according to the approved building plans and performed to the standards of the Florida Building Code 2001 in effect. MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 Inspection Date: January 29, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Street Project: <NONE> Miami Shores, FL 33138- Contractor: CONSOLIDATED FEDERAL HOME REMODEL Building Department Comments January 28, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Columns Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954 - 4104679 Page 1 of 1 i* 2 dill Passed .��� Inspector Comments A- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: January 29, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Street Project: <NONE> Miami Shores, FL 33138- Contractor: CONSOLIDATED FEDERAL HOME REMODEL Building Department Comments January 28, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Columns Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954 - 4104679 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 29, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Street Miami Shores, FL 33138- Project: <NONE> Contractor: CONSOLIDATED FEDERAL HOME REMODEL Building Department Comments January 28, 2009 Permit Type: Imported Permit Inspection Type: Tie Beam Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954 -4104679 Page 1 of 1 JAN 2 9 Epp Passed 01 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 29, 2009 Inspector: Bruhn, Norman Owner: LEVINSON, GARY & GRATHENA Job Address: 660 GRAND CONCOURSE Street Miami Shores, FL 33138- Project: <NONE> Contractor: CONSOLIDATED FEDERAL HOME REMODEL Building Department Comments January 28, 2009 Permit Type: Imported Permit Inspection Type: Tie Beam Work Classification: <NONE> Phone Number (954)605 -3617 Parcel Number 1132060171980 Phone: 954 -4104679 Page 1 of 1 A 20 January 2009 Building Official Village Of Miami Shores Miami Shores, FI. Re : Sir : Levinson Residence Addition 660 Grand Concourse Miami Shores, FI. Permit No : 04 -11 er, RA Princ : . al DZN 1 TL. INC. AR 0 " 4988 DZN ARCHITECTURE ENGINEERING CONSTRUCTION Please be advised that several inspections were performed at the above referenced project location in the months of January — February 2005 for the following, included but not limited to : Unit masonry, Filled cells, Columns, Beams, Reinforced steel, Mortar, and Concrete pour The inspections showed that the work was installed according to the approved building plans and performed to the standards of the Florida Building Code 2001 in effect. MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 LOW VOLTAGE WIRING AS PER PRINTS Passed H Inspector Comments cc i O w /V�.% �s ? C Failed c, Correction Needed Ady 2 G /. %/}#"p, Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/Z42008 Inspector: Devaney, Michael Owner: LEVINSON, GARY Job Address: 660 GRAND CONCOURSE Street Miami Shores Village, FL 33138- Project: <NONE> Contractor: LIGHTING IMPRESSIONS Building Department Comments Tuesday, January 22, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: 11 Permit Type: Imported Permit Inspection Type: Final Work Classification: Electric Phone Number (954)605 -3617 Parcel Number 1132060171980 Lot: Phone: 954 -327 -1444 Page 1 of 2 INSTALLATION OF NEW BATH PLUMBING IAN 2 4 SA I spe or C • ments cc Passed IIM Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 01/242008 Inspector: Levrock, James Owner: LEVINSON, GARY Job Address: 660 GRAND CONCOURSE Street Project: <NONE> Contractor: Miami Shores Village, FL 33138- Building Deaartment Comments Tuesday, January 22, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -897 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (954)605 -3617 Parcel Number 1132060171980 Lot: Page 2 of 2 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 6 305 - 795 -2204 Buil ing Inspection Request Date Type Insp'n Permit No. P 2 - 1 I Name LeU t Address : Company Phone # Inspection Date. Approved Correction Re- Insp'n Fee 0 c/ MIAMI °SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Dattel 0 Type Insp'n Permit No. 61 ( 1 Name kan5leA Address ( (pl) c(J rCinU l toinC. Company U Phone # Inspection Date Approved Correction Re -Insp' n Fee MIAMI SHORES VILLAGE 1(° 4.} BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name Address Company Phone # S - h 0 S^-3 b 17 Inspection Date - /� / (o Approved Correction ) 6.°' Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 2 Type Insp'n QC)kUrn � ( I Y"`' Permit No. (690q-ft Name Lev t1 c . Address (goo ere `v Coo Company Phone # Inspection Date 4 1 2 .9 Approved Correction Re- Insp'n Fee 7Go( Correction Re- Insp'n Fee MIAMI. SHORES VILLAC BUILDING DEPARTMENT 305- 795 -2204 Builfling Inspection Request Date 2- Type Insp'n �J //�� 0� [(o33 ( Permit No. 0"C — 1 I Name leu l 1 sa ` �/ ' ICJ Address & 6( CJ cne • td ' + t Phone # Inspection Date S ,46 Approved ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date Type Insp'n ' $kM441 J'l' � Permit No. o4 1 h -' Name C, t s`/ 5 of 3 {d�—S I Address 0 61 t■I \O CONIGOUr -SE_ Company C,t N� 1 p I YA0 /10 fN "1 q R Phone # , `I o3- Inspection Date Approved Correction Re- Insp'n Fee 003'7 6\/Noyd Type Ins MIAMI SHORES VILLAG BUILDING DEPARTMEN 305- 795 -2204 Bui ding Inspection Reque; Date Permit No. be O I Name )-Nk 7 c!✓ • Address 0)() 6 rc. - C L Compan QcroI (-C 0) Phone # Inspection Date Approved Correction Re- Insp'n Fee J MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n ,./ 1.A.LAAS Permit No. Name Address Compan l Phone # 9s '1 / ^ 610_c- 3‘ I 7 Inspection Date Approved Correction Re- Insp'n Fee ❑ MfAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name Phone # % Inspection Date Approved Correction Re- Insp'n Fee Address 6.3 6 Company ‘)0. /7 Date Type Insp'n T nsdc (ay Permit No. 61 () Name 1Q n) C( Address 0 6 c coc0 COn Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 3.0 MIAMI SHORES VILLAGE BUILDING DEPARTMENT x e Inspection Date Correction Re- Insp'n Fee ❑ 305 - 795 -2204 Building Inspection Request Date Type Insp'n D Permit No. 61244 — 1 I Name \ U I fYin Address Co 600 e rcr ) ecn Company r6ir t On Phone # 0 Contractor's Company Name Type of Work: Describe Work: Addition (Continued on opposite side) City . State Architect/Engineer's Name (if applicabl $ Value of Work For this Permit ( 69690 Total Fee Now Due $ Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. jsp PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Buildi Electrical Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder) L./ ,/(S69,4- Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) ‘60 6 ( -vcoVC , City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Address Qualifier Alteration ❑New Code Enforcement $ Structural Plan Review. $ Phone # Zip Phone 3%3'1 d /D3 j Square Footage Of Work: (4 , e, ❑ Repair/Replace ❑ Demolition n * * *** * * * * * * * * * * * * * * * * * * * * * ** Fees , * * * * * * * *** * * * * * *** * ** * * * * * * ** Submittal Fee $ (X x-- Permit Fee $ /'7 5 m CCF $ 3 9 CO /CC y� Notary $ °` Training/Educatioon� Fee $r 1 Technology Fee $ Z 7 Scanning $ 6 °- Radon $ � / 7 Zoning Bond $ 7 °'— Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. APPLICATION APPROVED BY: Chc 12/15/03 NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** / ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** :15 My Commission Expires: APR - 5 2004 Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATIO FBC 2001 City M I A Miami Building Depa men REC L HMED 44,14 0 g 7004 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756:8972 Permit No. Z // Master Permit No. Permit Type (circle). Building ) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 61'01-44 ("CA' Qa ➢ Phone # 3OS• 7(2 • 1 Owner's Address ( ( c', State (ti Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 6 C JO '(ottJ Cu City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO CM fir' IM hone # S '' Vita • 41071 Contractor's Company Name JJ Contractor's Address 301 ?W - -56' ' - l7 'k - ' 8 City 04/1E- State 1 Zip 3 )4 Qmlifier U.)11 -1 X01 BPI4 Architect/Engineer's Name (if applicable) . Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit (95 000 Square Footage Of Work: A .5r0 ' Number of: Bays Stories I Families Bedrooms ° Baths Type of Work: Addition ['Alteration :New ❑ Repair/Replace ❑ Demolition Describe Work: A'D ®1 D 131.3 O'� W J `T -fRI 1 U E NT 0M `--- N/ FAA) CoVF V® - ' ******** 4******************* F ** ** * * * * * * * * * *,r**** ** *** ***** 00 IX County Escrow Fee $ Z � ' e-'k A 23 to Permit Fee $ Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ z o me truct. $ 50 ° w 2-31(69 pl %Di m t Bond $ S Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name l Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) q46k Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature � Signature fil Owner or Agent Contractor The foregoing instrument was acknowledged before me this `7 The foregoing instrument was acknowledged before me this 7 day of I U ° A , 20c4, by b II ®PcWWSota , day of I 20 0*, by .A44-iP d , who is personally known to me or who has produced who • personally lox to me or who has produced fti ivoA U As identification and who did take an oath. as identification and who did take an oath. NOT . f' \ PPUBLIC: NOTARY PUBL 1 Sign: 1: Sign:. , , �j t 0 Print: Co A�; f / lesion DD246088 Print: Expires September 01 2007 46088 My Commission Expires: °' "' SeP My Commission Expires: � M ' Commission 002 of rig Expires September 01 2007 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************** 4************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc7/7/03 31 ost ,Y1 A Sireteit Plans Examiner Engineer Zoning 8/4/2006 To: Current Owner 660 GRAND CONCOURSE Miami Shores Village, FL 33138- Permit: BP2004 -11 Address:660 GRAND CONCOURSE Miami Shores Village FL33138- Date Expired: 8/31/2005 Dear Sir or Madam Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Mabel Vargas Administrative Assistant Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -11 Printed: 4/7/2004 Applicant: GARY LEVINSON Owner: LEVINSON GARY JOB ADDRESS: 660 GRAND CONC Contractor CONSOLIDATED FEDERAL HOME REMODEContractor's Address: 3871 S. W. 58TH TERRACE Local Phone: 954 - 4104679 Parcel # 1132060171980 Building Permit Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 5 LESS E5FT AND ALL LOT 6 BLK 102 Fees: FEE2004 -3552 FEE2004 -3553 FEE2004 -3554 FEE2004 -3555 FEE2004 -3556 FEE2004 -3557 FEE2004 -3558 FEE2004 -3559 FEE2004 -3569 Description Building Fee CCF CO /CC Training and Education Fee Technology Fee Scanning Fee Radon Builders Bond Structural Fee Total Fees: Amount $1,950.00 $39.00 $50.00 $13.00 $48.75 $60.00 $4.25 $300.00 $50.00 $2,515.00 Total Fee412 51 Total Receipts: 0.00 ' ! OU APR 0 8 PAID Permit Status: APPROVED Permit Expiration: 10/7/2004 Construction Value: $65,000.00 Work: ADDITION OF NEW ENTERTAINMENT ROOM AND NEW COVERED PORCH 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 accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305.) 795.2204 Fax: (305) 756.8972 Electrical Permit No. Job Address (where the work is being done) &60 GYM i'�No aoKleou{esE. ter Permit No. Oil - I Plumbing Mechanical Roofing Phone # SO5 • - Tto2° a 41 (0 Owner's Name (Fee Simple Titleholder) c' J ) (i FAil J Owner's Address (o 6 61e4tINA9 iV (AL.S E. City M I WI 6 ViOR S State t� Zip Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City O ' �u,i � (3A � J . / i �n State Zip Qualifier W 2 ', State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. 8 Total Fee Now Due $ (Continued on opposite side) ant $ Phone # 1,-1.6.05-a417 )-riot 4-on PC/,. R\ ****************************F *********** * * * * ** **** *ve, * ** Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice,; the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning Miami Shores Village Building Department BUILDING CRITIQUE SHEET P lipv .5 rtfp Call 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. ,e,P O & I( Job Name Miami Shores Village Building Department STRUCTURAL CRITIQUE SHEET gi7,.. c & L✓/ lc/ O mvb,oi Cogger 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. , 9 / / Job Name Date FORM 600A-2001 • r FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affair Residential Whole Building Performance Method A Project Name: Addreta: City, State: Omer. Mime* Zone: 1. New onnstruction adeling 2. Single family or multi-family 3. Number of units, Wandtiannly 4. Number of Bedrooms 5. Is this a worst case? 6. Condhioned floor sea (fP) 7. Glass ana& type a. aver - single pane b. Claw - &dile pew • c. Tintlother SHOC - single pane d. Tint/other SHGC - double pane & Floor types • a. Slab-On-Grade Edge Insuladon b. N/A c. WA 9. Wall types a. emaciate, Int Instil, b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Aide b. N/A a N/A 11. Ducia(RBSX1RCC) a. Sup: Unc. Rat: U. AH: Interior b. N/A 1 I hereby certify that the pkins by this calculation are in \ 1 `ftby certify that this ANNEFUAGENT: pliance with the ATE: 2 Energy Code. REPARED B 4A TE: LEVINSON RESIDENCE ADDITION SSO GRAND CONCOURSE WARN SHORES, FL, NR. IL MRS. LEVINSON South Addition _ Single flintily _ 1 _ 1 fi 0.0 ft' 0.0 fr 0.0 EP fla — R=0.0, 206.0(p) ft ns covered the Florida Sup. R=6.0, 45.0* GlassIFloor Area: Total as-built points: 7427 0.09 Total base points: 12675 Energyrsauge. (Version: FLRCSB v3.21) Builder: OWNER Permitting Office: MIAMI SHORES Permit Number Jurisdiction Number 231000 12. Cooling systems a. Central Unit b. N/A.. c. N/A 13. Heating systeni a. Electric Strip Cop: 5.0 kBtu/hr COP: 1.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 66.0 gallons _ EF: 0.90 b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 13. HVAC credits (CF-Caling fan, CVss ventilation, HF-Whole house fan, PT-Programmable Thamostat, /42-C-Multizone cooling, MZ-H-Multizone heating) BUILDING OFFICIAL° • DATE: PASS 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 inspector t-- compliance with Section 553.908 Florida Statutes MZ-C, PT, CF, 7 T WORKSHEET FOR MANUAL J LOAD CALCUAMIO!t AIR CONDITiglM Pon Nam City and State eu Prod a tombietar Address City Ovoids A Misr .p maw dot Winter posi Tortiostauga Ofiterime Total Nast Wes s fist Wire NM, APO 1 VMtiiatIon OPM * '� Meet R far Wnmatlerr Ait : 1,1 X Cosign H Load. 5 7 . •P Clooloo Conditions Hootitse INIMP Outside db •..Z... eft Maids's* Summer a ultra Oifirsnss Aeons PH ' Daily nano ar327 Otuh 'R Stith thOusary of On Promises 0 Vosigps T+rfN $ , (Qsieililatie}n PfOcoduri 0) Naomi 3' (4104.11° t *tub Vsotitedon Mt s , ta al i siftgaireetajdodel , Ruk CA 9? J At> emnt ttertrmary Matted Input Wind Output (Etuh i b Maim* �r t M. 00 C+OD IEFISEE ls t snt g alittp tOtuit ( 0 0C! Total Muhl � ¢ Ceogn CRM �► y o 'Poo Th nno tat Mat ( ) Cool ( ) Wind Duvrs Waits Combustion Osta lrio0t . Partitions NistI Saastrisnt Waits Ground siaa Heating CPM - , .1! ttG 'tti tYik phi pltbaett ( Calculation Procedures A,B,C,D Procedure A • Winter Infiltration MTM Calculation 1. 1Mlntar trattox t. F ACR+R x , - 1 Cu. Pr. x tow • . 3?t CFM Volume 2. Winter Infiltration Sten t•. x _ �J GfM 3. W btfit .tern NT,. i RI, stun • Procedure C • Latent Infiltration Gain Procedure D • Equipment Sizing Leads 1. Soneibia Siiing Load Santini, � Ve � nidation Load t.tx 3.21 vent CFMx 15 Summer TO Saneibie t oi0 fOr Structure (Line t ih Sum of Ventilation and Structure loads Retina i Ternparstura Swing Multipl lrs. `aulpment Satins laid • Sinstbte _. 4rent Sting load L.tsnt VV ntiletion load OA* _______ Vent. CFM x Ell gr. riff. Internsi Wade s•Zyp : ._ No. Peopta IMitretion Load From Procedure C NI los0 — latent • *Ow to Table S Winter run stun _AWL_ use use... X1-3 HIV t Ov.r Area Procedure 8 • Summer Infiltration HTM Caloulatlt l —et, Infiltration CPU. ""■=011Imp ACOIRx, 1 6°G. Cu. FT. x0.01A7s —?--L .CfW Volume S. Sumpter in ii anon 68th t 1.1 it 1 CFIM x r $canna► TO r ` men • Sentw adore MTM '� / r' S tvh + Total windows u i rwTit� 1 Door Area 0 .2 8 * / 4 a q , or, d1N. x 2.1 Fir lag • Blain 4141 elan shah stun Stun s r &la Stun + '• Muh 4 �• Brea *t h WORKSHEET FOR MANUAL .J LOAD CALCULATIONS . .INl1 CONCnotare Calculation Procedures A,B,C,D Procedure A • Winter Infiltration MTM Calculation 1. VOW anon CP1t ACM s Cu. PT. it 4.0107. , S j Vaunt* Ct� 2. Winter Inn Ian Stun 1:1 x 21 CAM ` ��•i�� Wint!r m . • ell 0 . W 1Mitra$l.n KTsr eta Seat • 1_ erg Tar lwrw : *-3 tut , a Oiler Ann Procedure 8 • summer Tl Initltretion Ci4A AONex _. Summer Tattoo ttoo it•h 1.1 e 1 vte1A Infiltration HTM Calculation oo � 15 . FT. x 0.0107 • Volume Summar TD • ' IONA Or lon Stun a Thai Window 42, MTM a Door Ara Procedure C • Latent Infiltration Dain Procedure D • Equipment Sizing Loads 1. Sensible Same Load Sound. Ven$Naiion Load 1.1 321 Hart, GPM s _ $umm r TO imteiaeLead ter structure (Lira 1St Sure of Ventilation and Structure Leads Sallee I Tomoaratuno Mullipairs. Iqutoment Sl=ing Lees. Seta., 1. Latent Slump Lead Latent VantJpian lose i!� } Vent CFM e .E1. gr. aitt. Internet Leeds a•230 s No. People infiltration Load Prom Procedure C i . I y+-� • i - a. toed t Rt • Ae1er to Taw • 4 a • in : VL a • Stun • S Bryn stun Stun Stun R AA Stub MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Andersen Corporation` 100 Fourth Avenue North Bayport ,MN 55003 -1096 The expense of such testing will be incurred by the manufacturer. APPROVED: 10/05/2 00 0 tf llANII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING I40 WEST FLAGLER STREET, SUITE 1603 MIIANII. FLORID:\ 33I30-15o3 (305) 375 -2901 FAX (305) 375 -2908 CO\l'RACFOI4 LICENSING SECTION (305) 373 -2527 FAX (305) 375 -2555 C(NFRACI'oR ENFOI(C.ENIENT DIVISION (305) 375 -2966 FAX (305) 375.290S Your application for Notice of Acceptance (NOA) of: Series "Frenchwood Hinged AP /PA" Outswing Wood Doors - Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid actor the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturers plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. I'ROI)r'Cl' CONTROL. DIVISION (303) 375-2902 FAX (305) 372 -6339 ACCEPTANCE NO.: 00- 0605.01 EXPIRES: 10/05/2003 haul Rodriguez Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in i\liami -Dade County. Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami-Dade County Building Code Compliance Office \ 1s0450001 1pc2000 \\templates\notice acceptance cover page.dot Internet mail address: postmaster@,buildingeodeonline.com Ilomepage: littp://w‘s w.buildingeodeonline.com Andersen Corporation. 2 of 3 ACCEPTANCE No.: 00- 0605.01 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Manue erez, P.E. Produ Produc ontrol Division OCT 0 5 2000 EXPIRES : OCT 0 5 2003 1. SCOPE 1.1 This approves a wood outswing door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The "Series "Frenchwood'Hinged AP /PA" Outswing Wood French Door — Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No DADE- FWO -AP- Impact, dated 05/05/00, Sheets 1 through 4 of 4, signed and sealed by Richard Boyette, P.E. bearing the Miami -Dade County Product Control approval and renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The wood swing doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. -.� 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installati• I of this syste � /i �r1� ontrol Examiner Andersen Corporation. 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: "Miami -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. h) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the 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 engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this l ACCEPTANCE No.: 00-0605.01 OCT 0 5 MOO EXPIRES : 0 C T 0 5 2003 APPROVED age 3. CLL( ,u'J� Manuel ' ere , P. E., Product ntrol Examiner END OF THIS ACCEPTANCE 3 of 3 Product ontrol Division 10.000 r MAX. wP6w( /IMI[ 5/5/00 Andersen Corporation Bayport, Minnesota 55003 Iw(S( pP INfs ♦P( PROVIOCD S A S(6v1C( 0� MMOCFSCN COPP 1136 114 6(1301!9 O( 111 COSIOU(6S (I�w. �( Zialt " 1 1.:iig"MIA 0100 SI SP(CI iC *IIO . PPC 06wwn1CS 14 06 IPSt1o6. 06.6 (105 WTI.. 194 NII(C1, (11.1940 910/06 CON COPAPIQII *SO(6S(N Co6,OSsnof ,SSS Nl 616,Q5 61. u1NNO ORA'PING INISIUCN DADE — FPi(ZHAYPiDIIBtDY 1E INTERIOR 35.625 MAX. \ I \ \ ACTIVE PANEL > CLUED CORNER CONSTRUCTION. IOM OF EACH PANEL. 0 p -q- 0 \ 36.668 / 1 / 1 // \ 1 1 1 11 \ / !I :CREWS. FOUR #10 X 3" SCREWS ARE FASTENED THROUGH OR CLEAR INNER LAYER MANUFACTURED BY DUPONT ,OR SOLUTIA. w00D CORNERS WERE COPED. BUTTED AND FASTENED WITH FOUR , THE EXTERIOR PULTRUOED CLADDING CORNERS WERE MITER CUT AT APPLY BOLTS TO PASSIVE PANEL ONLY --n 1 A - 10. 000 MAX. 4.537 ---i A 33.750 MAX. PANEL WIDTH A 71.250 MAX. UNIT WIDTH VIEWED FROM EXTERIOR FWO - 6080 PASSIVE PANEL I / / I AI 5/5/00 I REVISION I 8.000' MAX. 27.000" O.C. MAX. \\ II 95.438 MAX. UN IT HEIGHT RICHARD BOYETTE 14.000 O.C. FL Civil f E U424135 MAX. 4031 Coconut 610111 610111 SIDES R Palm lich FL 33411 1 (561) 7C10-5766 Voico I FOX 8.000 6.000" MAX. MAX. FwO - 6080 rwo- 5480 FWO— .5080 FWO - 4180 UNI DES. 160/ -55 +60/ - 55 +60/-55 460/ - 55 DP RATIFIES (l SF) 4031 Coconut Blvd Royal 1 I :11 f' I. :134 1 1 • (561) "MO-5766 VoiCU / 1•aA 13 APPLY BOLTS 10 PASSIVE PANEL ONLY 10 000" MAX. 35.625 MAX. 10.000 MAX. 33.750 MAX. PANEL WIDTH 71.250 MAX. UNIT WIDTH VIEWED FROM EXTERIOR 8.000" MAX. 33.000" O.C. MAX 17.000" 0.C. MAX. TYP BOTH SIDES 8.000" MAX. 7.000 MAX. 82.313 MAX. UNIT HEIGHT APPROVED AS COMPLYING WITH THE SOUTH FLORIt BUILDING CODE DA 2 G °o et _ PRODU t CINTROL DIVISION BUIIDit G CODE COMPLIANCE OFFICE j ACCEPTANCE fw0 -606 FwO -5461 FwO -5061 Fw0 -41611 FWO -6068 FWO -5468 FWO -5068 FWO -4168 UNIT DES. +60/ -64 460/ - 460/ - 6 4 +60/ -64 +60/ -6 +60/ -64 +60/ -64 +60/ -64 DP RATINGS (PSF) 110115: 1. INSTALLATION METHODS: 1111 SILL IS 511 IN BACARCQDIUG.0 THE ONE A PER TOP AND BOTTOM THE KROUGH H OPENI US USING 110 0AX KEEPER. CWS THE JAMBS ARE SECURED USING 110 X 3 111E LOCK 2. GLAZING SPECIFICATIONS: THE UNITS UILIZE 318" THICK LAMINATED GLASS FABRICATED AND COMPOSED OF TWO NOMINAL 5/32" HEAT - STRENGTHENED SHEETS WITH A .090 PV8 CR GLAZINC ME1110D: 1111 GLASS IS IITWFROM INC INTEIOR UTIRI2RU ON AGAINST INTERIOR. TWO COMPONENT BED OF SILICONE. A TWO COMPONENT SILICONE BACKFILL WAS APPLIED PERIMETER. WI + 10 3. FRAME CONSTRUCTION: E WITH FRAME JAMBS AND HEAD w IPERDHEOADPJAMOER ORt1ER FOUR U110 X 2 1/2 LO S PER SILL JA CONSISTED MB CORNER. ER, AND WERE ALUMINUM SEALED WI H SILICOI 110 X 1/2" A2 G SCREWS 111E HEAD, ASSEMBLED WITH CORNER KEY AND TWO 16 X 0.625" SCREWS. SEALED WITH SILICONE AND COPED AT THE SILL. 4. PANEL COt1S1RUC110t 1110 PANEL RAILS 5" SCREWS INTO t OF PONDLTO P At D DOTIOM S1ILE/T�1L JOINT (ONE PER O I +GE 51 C 1 DO1 CONTAINED T) A PULBRUDED (DRIP CAP WASEUSED DOWELED THE 00 AND TWO 110 X 5 SCRL'wS THE TO A I'ULtRUDEp ASTRAGAL WAS SECURED ?O THE EXTERIOR OF THE ACTIVE PANEL MEETING STILE WITH SILlCOt1E AND SCREWS. 5. WEAIIIFRS1RIPPING: ONE ROW OF SAII101'RCNE DUI El AT THE PERIMETER OF THE PANEL. BEAD SILICONE Al1ACULIENT OF 51L1 TO 17000H OPENING BEAD SILICONE ATTACHMENT 01 HEAD 10 SIDE "WS BEAD SILICONE ATTACHMENT or SILL TO SIDE JAMBS 4 SCREWS. 18 x 1/2" ATTACHMENT OF SILL LOCK TO SILL & SIDE JAMBS 4 SCREWS. B6 X 5/8" 1 ATTACHMENT of CORNER LOCK5 10 HEAD k SIDE JAL4)S 12 -16 SCREWS, 18 x 5/8" ATTACHMENT OF HINGE SUPPORT PLATE 10 FRAMC 12 -16 SCREWS. 110 X 1/2" ATTACHLIENT OF HINGES 10 FRAMC 2 SCREWS. 110 X 1" ATTACHMENT OF LATCH RECCIVER 10 FRAME (HEAD) 8, SCREWS 110 X 2-1/2" ATTACHMENT OF HEAD JAI() 10 SIDE JAMB 8 SCREWS 110 X 2 -1/2" - ATTACHMENT OF SILL TO SIDE JAMB ATTACHMENT OF SIDE JAMB COVER 10 SIME .IAMN SNAP SNAP FIT SNAP SNAP F 1 ATTACHMENT of HEAD JAMB COVET TO HEAD JAMt1 OW. DESCRIPTION LOCATION FRAME FASTENERS 1151 DEROSA PINE 1 4 202 IOERGLASS 1.210 2.911 IDEROSA PINE 1.234 4.202 (IOERGLASS 1.210 2 911 ) MATERIAL HEIGHT wIDTH 1 STEEL STEEL :GLASS FRP :GLASS FRP BIRCH BIRCH STEEL STEEL STEEL EROSA PINE EROSA P1141 STEEL VINYL ' EROSA PIKE , EROSA PINE )(ROSA PINE 11LICOHE ',PROPYLENE EEL GALA?. ILICONE BERGLASS tDERGLASS 1BERGLASS iBERGLASS ANTOPRENE OEROSA P1141 DEROSA P1111 OEROSA PINE OEROSA P10E VINYL VINYL SILICONE !INC S1EEL 0.998 0.998 1.736 3.621 5.000 6.500 4.625 0.870 0870 3 000 0.375 0.679 0.679 0.679 0.48 1.500 1.644 1.644 1.118 1.118 4438 8.594 4.113 4.113 2.166 2.166 8 794 8.794 2.322 3.269 0.438 0.438 1.600 0 875 0 -875 0.148 0.188 1.500 1.500 1.500 0.450 .049 1.572 1.952 0 GB8 1.609 1.719 1.719 1.719 1 719 0.394 0.394 CIFICA11011 J 7 7 7 7 7 7 7 5 5 5 5 5 5 5 7 7 7 7 5 5 5 5 5 5 5 5 1 OF. SCREWS THROUGH LEFT JA1.40. 5 1 OF SCREWS THROUGH RIGHT JAMB 7 7 7 7 7 7 SCREWS ROUGH PD JAMB 4 5.265 BEAD 20 3 3 BEAD BEAD 8 -10 4 13 -1 6 -8 2 2 2 OTY. SILICONE STAPLE. 3/4 STAINLESS STEEL SCREW. 6 -20 X 1" (P1) FL 5S) SCREW. 6 -20 x 1` (PN FL SS) ADHESIVE ADHESIVE NAIL. 1 -1 /2 NAIL, 1 -1/2" SCREWS. 18 X 2" SCREWS 110 X 1 -1/2` SCREWS 110 x 5" DOWEL. FLUTED 6.500" DOWEL, 1111110 5.000" DESCRIPTION Al1ACHMEIIT OF FILLER 10 STILE ATTACHLIENT OF FILLER TO STILE ATTACHLIENT OF 101' RAIL FILLER ATTACHMENT OF BOTTOM RAIL FILLER AT1AC11L1EN1 OF TOP RAIL 10 STILES ATTACHMENT OF BOTTOM RAIL 10 511115 ATTACIIMENT OF INSOLE G1A5S STOPS TO PANE1. ATIACHLIENT OF INSIDE HEAD & SILL GLASS STOPS TO PANEL ATTACHMENT OF LOCK MECHANISM 10 PANEL ATTACHLIENT OF HINGES TO PANEL ATIACHLIENT OF RAILS 10 St1LF.5 ATTACHMENT OF 0011011 RAIL 10 STILES ATTACHMENT OF 101' RAIL 10 511115 LOCATION PANEL FASTENERS L IST - ACTIVE PANEL 12 2 2 6 BEAD BEAD 20 3 3 BEAD DEAD 8 -10 4 13 -14 6 -8 2 2 2 01Y. SCREW. 18 x 1 - 1/2" STEEL SCREW, 7 -13 X 7/8" SCREW. 10 -12 X 2 -1/2" SCREW. 10 -12 X 3 -1/2" SILICONE SILICONE 51APLE, 3/ STAINLESS STEEL SCREW. 6 -20 X 1` (PN FL SS) SCREW. 6 -20 X 1" (PN FL SS) ADHESIVE ADHESIvE NAIL. 1 -1/2 NAIL, 1 -1/2 SCREWS. 18 X 2" SCREWS 110 X 1 -1/2" SCREWS 110 X 5" DOWEL. FLUTED 6.500" DOWEL. FLUTED 5.000" DESCRIPTION ATIACIIME111 of BARREL 00115 10 PANE1. ATTACHMENT OF DRACKEI 10 5111E ATTACHMENT OF PASSIVE ASTRAGAL 10 STILE ATTACHMENT OF PASSIVE ASTRAGAL 10 STILE ATTACHMENT OF PASSIVE ASTRAGAL 10 ST 11.E ATTACHLIENT OF FILLER 10 51111 ATTACHMENT or 1111114 10 5111.E ATTACHMENT OF TOP RAIL FELLER ATTACHMENT Of 00110M RAIL FILLER ATTACHMENT OF 10P RAIL 10 STILES ATTACHMENT OF 00110m RAIL 10 STILES ATTACHMENT OF INSOLE GLASS STOPS 10 PANEL ATTACHMENT OF INSIDE HEAD h SILL GLASS STOPS 10 PANEL ATTACHMENT OF LOCK MECHANISM 10 PANEL ATTACHMENT OF HINGES 10 PANEL ATTACIIMENT OF RAILS TO STILES ATTACHMENT OF 801TOL1 RAIL TO SALES ATTACHLIENT OF TOP RAIL 10 STILES LOCATION PANEL FASTENERS LIST - PASSIVE PANEL APPROVED AS COMPLYING WITH THE SOUTH FLORI1 :UILDIHG FADE DAT I 1v 4.01■ O. 2.000 BY PRODUC t ROL DIV!SION BUILDING CODE COMPLIANCE OFFICE 4CCEPTANC( NO. - Ow as REVISION A I 5/5/00 1111E UNIT, ASSEMBLY - IMPACT FWO AP 2 PANEL Andersen Corporation Doypoll. Minne1Oto 551.0' 1.4 0RAa1•I *01 ag0..1IXO 5 •'IV11C1 8• n1A51w C0111,3401001 o nC0111,3401001 .1. 11.1 01Ittr11 Or 1 C,,50105 rl 4l • • 1 5 1'un%I i l' I St.11A11n((lifl :1 r . Iir . 0 .151 1a t1 5 attic 11 *110t.5 0 ala 10 n.r6 .urtl OR •4 .. 0.*a11.<5 1115 . 0'111. toot *.GILL Ct, tn.IttltlI •08/011 CO,,ItlM.'U. COPlRir,.r' *110111510 CORP01t*1 /Ott 111. Alt .101 ar5laln APPRP( /O+tt 5/5/00 DRAW 'PIG IRNIII.R s111. 2 OF BADE RI C BAR1?_3DY.EIIE -. FI_ Civil F'L' Ud2'1115 •1031 Coconut 111v(! '• �I LI Palm 131:11 FL 33'111 i1 }q-570 1 /611_'± / l - ..1 �. Fwo - 6080 rW0 -5480 rwo -5080 w0 -4180 Fwo -6061 FW0 -5461 rwo -50611 rwo -41611 TWO-6068 rwo -5468 rwo- 5068 FWO -4168 UNIT 0E5. 71.250 63.250 59.250 .45.000 71.250 63.250 59.250 48.000 71.250 63.250 59.250 48.000 WIDTH 95.438 95.438 95.438 95.438 82.313 82.313 82.313 82.313 79.438 79. 79.438 79.438 HEIGHT UNIT DIMENSIONS rwo -3180 Fw0-2980 FW0 -2780 Fwo -2180 rwo -3180 FWO -2980 rWO -2780 Fwo -2180 rwo -3180 rwo- 2980 TWO -2780 TWO -2180 PANEL DES. 33.750 29.750 27.750 22.125 33.750 29.750 27.750 22.125 33.750 29.750 27.750 22.125 WIDTH PANEL DIMENSIONS DETAIL -A- SCALE: NONE 94.069 94.069 94.069 94.069 80.944 80.944 80.944 80.94 78.069 78.069 78.069 78.059 HEIGHT 23 22 21 20 19 18 15 1a 13 12 11 PANEL. STOP SIDE SEALANT WATERBAR, TOP RAIL NAIL. 1.500 X 18 GA. SEALANT - FILLER, RAIL TOP FILLER. RAIL B01T06( SPACER, 1.000 GLASS PANEL. STOP HEAD PA FILLER. LOCK 51ILE . FILLER, HINGE 511LE 1 W /S. GASKET RAIL, LOP RAIL. BOTTOM STILE. HINGE STILE. LOCK GLASS, LAMINATED FLANGE. HEAD FLANGE. SIDE SEALANT HINGE ASSEMBLY SILL ASSEMBLY JAMB. SIDE COVER. JAMB SIDE JAMB. HEAD 38 RECEIVER BASKET. SILL PA /HEA0 AP RECEIVER BASKET. S11.1 AP /HEAD PA ASTRAGAL. ACTIVE ASTRAGAL. PASSIVE DOWEL. FLUTED 5 DOWEL, FLUTED 6.500" LOCK MECHANISU1. (PASSIVE) LOCK MECHANISUM, ACTIVE) BARREL BOLT. FLUSIII.IOUIIT STOP. GLAZING STILE STOP. GLAZING RAIL SCREW, 110 X 3 000 DOWELS LOCATED ON ALL FOUR CORNERS OF EACH PANEL 57079 1 57078 1 57004 IF 57074 Ftf 52190 52190 52 451 I 52104 57086 I 51196 J'O 51195 )'0 PK00170 20065 F 57081 PO 57080 PO 57041 pb 61050012 I 57046 I P 20093 I_ uD50o12 /33 57012 I 57011 I 57010 f- 57009 I 52172 _ I 52171 _ I'' 52173 1' 57022 I'' 57023 I __' 04170 I 16073 _ 16073 1 ,10S0034/35/3 GI_ 57049/50_ 57027 1 57019 I_ 57031 I 57018 I 1 COVER. JAMB HEAD 57030 1 ITEM 110. DESCRIPTION PART DRAWING REFERANCE LIST ALL PARTS AS MANUFACTURED O ED BY AABOVVE ANDERSEN P RT NUMI FWO -6080 I Fwo -5480 1 Fwo -5080 FW0 -4180 r FWO -6061 _I_ TWO- 54611 1 TWO -50611 1 FY/O -41611 I FW0 -6068 w0 -5468 Iwo -5068 Fwo -4168 UNLIT DES. 95.438 MAx. Utl1T HEIGHT 94.069 MAX. PANEL HEIGHT 80.562 t.(AX. GLASS DIUENSIOH 79.500 MAX. DAYLIGHT OPENING ExTERIOR INTERIOR 1 /8" UI?J. SILICONE DEAD EULL LENGTH or SILL SE O1===1 6' SPF '000 BUCK 1/4 L(AX. j SHIM SPACE ;T1ON A -A III E UNIT, ASSEMBLY - IMPACT FWO AP 2 PANEL Andersen Corrorolion Bayport. (l nnesota 551703 tw(SC 010.wn4S AP[ PPOVIO(O Al • Sc PV1CC gq 1IP)1PSf,l COPPUPF ?Ia' 101 114 e[,Q.Nt of IIS CUS10utPS PC �P � iII1It 1 � 4I n Infl 111 Iai 0 1 SI). . 11,01 SPCCIIIC ))1ta11S. »01..1.1:S 1.0 r00 A TO 11lO'PwC IUP CIP�wn105 ,us 0•C 0q WC l,�ntf (1 Nt CO�"'IC,tt n.O( Sf" CO11PUPA11W1 1991 N\ PIf.11S PI SInvf 911 3 or Iwo1 (.110. EI.IBEWENT 1.430 (7 OIAI.ICIERS) (2)PL. 2' X 6" SPF 12 WOOD BUCK APPROVED AS COMPLYING WITN THE SOUTH FtORI BUILDING E2 DAT BY PRODUC ;iNTROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 217 G 611" 02" • 13 5/5/00 REVISION - --"05/72? \' HEAT 5/32- HEAT _, STRENGTHENED 3/8' HEAT STRENGTHENED 1 AMINATFD GLASS CON SIRUCTI00 Fw0 -41 80 MO- 6061 Fwo -5 1 FWO -50611 MO- 41611 Fwo -6068 FWO -5468 UNIT DES. 80.562 67.437 67.437 67.437 64.562 64.562 GLASS DIMENSION 79.500 (16.375 66.375 66.375 66.375 FWo -5066 MO 4 67.437 64.562 64.562 63.500 63.500 63 500 63.500 DAYLIGIII OPENING Fw0 -5080 FWO -5 MO- 5080 80.562 80.562 80.562 HEIGHT 79.500 79.500 79.501) 95.4 38 95 430 95.438 95.43)1 87.313 87.313 82.313 82.313 79.4311 19.438 )9.438 79 438 IDN1T DI1.11 NSION wvvovc�o•tc 5/5/00 1 12% ))RAW1111i 818811R DADE-IWO -AP -1 MPA C 1C TTE H� I - I_ CIVIL I'1. 11.12.111 i 1031 Coconut Blvd 1 1`alm 110) FL 33411 (10.5766 ` /or;e /I aX MIA MID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Andersen Corporation 100 Fourth Ave. North Bayport, MN 5503 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Perms Shield" Vinyl Clad Wood Casement Window V APPROVAL DOCUMENT: Drawing No. WO1 -46, dated 07/23/01, with revision dated 08/20 /03, titled "Perms Shield Vinyl Clad WD. Casement WDW. ", sheets 1 through 5 of 5, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspectioat }ol request of the Building Official. This NOA revises NOA # 0 I h . I , ; _ c 6 this page 1 as well as approval document mentioned above. The submitted documentation w evie . • M Th - e Berman, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0919.03 Expiration Date: September 19, 2007 Approval Date: December 04, 2003 Page 1 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of a vinyl clad wood casement window, prepared by Architectural Testing, Inc., Test Report No. 02- 33003.01, dated 2/8/01, signed and sealed by Allen Reeves, P.E. (Submitted under previous NOA#02- 0603.01) 5. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a vinyl clad wood casement window, prepared by Architectural Testing, Inc., Test Report No. 02- ' 31312.01, dated 3/9/99, signed and sealed by Allen Reeves, P.E. (Submitted under previous NOA#02- 0603.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation, dated 1/2/02, signed and sealed by Humayoun Farooq, P.E. 2. Anchor Calculations and glass analysis, prepared by A1- Farooq Corporation, dated 2/5/03, signed and sealed by Humayoun Farooq, P.E. 3. Complies with ASTM E1300 -98. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. Dupont DeNemours for "Sentry Glass @ Plus" dated 1/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 01- 0205.02 issued to Saluda Inc. for "Saflex/Keepsafe Maximum dated 05/17/01, expiring on 05/21/06. E -2 Theodore Berman, .E. Deputy Director, Product Control Division NOA No 03- 0919.03 Expiration Date: September 19, 2007 Approval Date: December 04, 2003 Andersen Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated 09/13/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 09/13/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (F.B.C.). E -3 eodore Berman, P Deputy Director, Product Control Division NOA No 03-0919.03 Expiration Date: September 19, 2007 Approval Date: December 04, 2003 . ��, NO. OF STAT, CUPS i� e AT STAT. JAMB WOW. HEIOHT ' N0. OF KEEPERS NO. OF STAT, CUPS UPTO AT SASH AT STAT. JAMB 28 -3/8" 1 1 40- 13/18 2 2 89 -7/8° 3 3 71 -7/8" 3 4 27 7/32 MAX. SASH WIDTH 24 MAX. D.L OPG. 27 7/32 MAX. SASH WIDTH 24° MAX. D.L OPG. APPROVAL APPUES TO SINGLE, DOUBLE AND TRIPLE WINDOWS IN ANY COMBINATION OF VENTING OR STATIONARY UNITS. 0 FALSE MUNTIN SURFACE APPLIED OPTIONAL 58 1/2 MAX. WINDOW WIDTH THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7-95 OR ASCE 7 -98 AS REQUIRED BY PREVAIUNG BUILDING CODE. WOOD BUCKS BY OTHERS (MIN. 2X4 GRADE 2 SYP), MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL ® ANCHOR CUPS SEE SHEET 3 FOR QUANTTNES AT HEAD /SIIL ® ANCHOR CUPS SEE SHEET 4 FOR QUANTITIES AT JAMB LOCKING POINTS SEE CHART 'PERMA - SHIELD' VINYL CLAD WOOD CASEMENT WINDOW (IMPACT) WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. n T(PIC,AI ELFVATIOI4$ TESTED UNITS 19 3/4 MAX. D.L. OPG. O r7^ LOCKING POINTS SEE CHART 71 7/8 MAX. WINDOW WBTTH 22 31/32 22 31/32 SASH WIDTH SASH WIDTH 18 3/4" MAX. D.L OPG. 18 ° MAX. HEAD /SILL =t 19 3/4 MAX. D.L OPG. • 1 STATIONARY SASH CUPS (1) PER HEAD & SILL FOR QUANTrtIES ® JAMBS SEE CHART ANCHOR CUPS ///®---SEE SHEET 3 / FOR QUANTITIES AT HEAD/SILL ® ANCHOR CUPS SCE SHEET 4 FOR QUANTITIES AT JAMB ramictsevisao radis Siiifrecase mosag X0 9.0919.0S a 2 B street 1 e,.15._) DESIGN LOAD CAPACITY - PSF (SINGLE UNITS) WINDOW DESCRIPTION UNIT WIDTH INCHES UNIT HT. INCHES GLASS TYPE 'A' OR 'B' 17ENTDYG (X) STATIONARY (0) EXT. (+) INT. ( -) EXT. ( +) INT. ( -) 87.0 17" C335 67.0 820 67.0 82.0 C34 20 -1/2° 35- 15/16 87.0 82.0 87.0 82.0 52- 13/16 24 -1/8" 24 -1/8° 87.0 82.0 87.0 82.0 CW12 28 -3/8" 87.0 87.0 82.0 87.0 82.0 0R125 17" C235 67.0 82.0 - 87.0 82.0 CN125 20 -1/2 28 -3 /e° 87.0 820 87.0 82 .0 67.0 820 67.0 82.0 0125 24 -1/8" 67.0 CW125 28 -3/8" 48 87.0 820 67.0 82.0 CR13 17 67.0 67.0 82.0 67.0 82.0 67.0 20-1/2 CN245 67.0 82.0 67.0 82.0 87.0 24 -1/8" 35- 15/16" 87.0 82.0 67.0 82.0 29 -3/8" 71.0 87.0 820 87.0 82.0 71.0 35- 15/16 40 -3/4" 67.0 82.0 67.0 820 17 87.0 620 67.0 820 CN135 20-1/2 � 87.0 82.0 67.0 82.0 0135 24 -.1/8 40- 13/18' 87.0 820 67.0 82.0 CW135 28 -3/8 67.0 820 87.0 82.0 CXW135 35-15/18' 81.9 87.0 82.0 87.0 82.0 58.0 026 48° 71 -7/ 55.0 58.0 CW28 -01114 17 50.0 07 .0 820 67.0 - -ale - CN14 20 -1/2 67.0 820 87.0 82.0 C14 24 -1/8" 67.0 820 87.0 820 CW14 28 -3/8 67.0 82.0 67.0 82.0 CXW14 35- 15/16" 60.0 85.0 60.0 55.0 CR145 17 67.0 82.0 67.0 82.0 CN145 20 -1/2 87.0 820 87.0 82.0 0145 24 -1/8" 52- 13/18 67.0 820 87.0 82.0 . CW145 28 -3/8" 67.0 82.0 674 82.0 0XW145 35- 15/18 80.0 65.0 80.0 65.0 I CR15 17 67.0 82.0 87.0 71.0 CN15 20 -1/2 64.0 684 87.0 71.0 015 24 -1/8 59-7/8° 64.0 68.0 67.0 71.0 CW15 28 -3/8 84.0 68.0 67.0 71.0 CR155 17 60.0 84.0 67.0 71.0 CN155 20 -1/2 60.0 84.0 87.0 71.0 C155 24 -1/8° 64-13/18' 8/0 84.0 67.0 71.0 CW155 28 -3/8 50.0 52.0 87.0 70.8 CR16 17 81.8 65.6 87.0 714 01416 20 -1/2 80.0 54.0 87A 71A 016 24 -1 /8" 71-7/8 604 84.0 67.0 71.0 CW18 28 -3/8 50.0 52.0 65.5 88.5 DESIGN LOAD CAPACITY - PSF (DOUBLE UNITS) WINDOW DESCRIPTION UNIT WIDTH INCHES UNIT HT. INCHES GLASS TYPE 'A' OR 'B' XX OX, XO OR 00 EXT. ( +) INT. ( - ) 033 33 -3/4 35 15/18 87.0 71.0 C335 40-3/4' 40- 13/18 87.0 71.0 C34 71 -7/6" 35- 15/16 87.0 71.0 0345 48 52- 13/16 80.0 58 -1/2" 035 87.0 71.0 CR235 33-3/4' 87.0 71.0 CN235 40 -3/4 87.0 71.0 C235 48" 40- 13/18 87.0 71.0 CW235 58 -1/2" 87.0 71.0 CR24 33 -3/4 67.0 71.0 CN24 40 -3/4" 67.0 71.0 C24 48 67.0 71.0 CW24 56 -1/2" 67.0 71.0 CR245 33 -3/4" 67.0 71.0 CN245 40 -3/4 52-13/16 .67.0 71.0 87.0 71.0 0245 48" CW245 55 -1/2" 67.0 71.0 CR25 33 -3/4" • 87.0 71.0 CN25 40 -3/4" 59 -7/8" 63.7 67.5 ... .3- CW25 58 -1/2" 80.0 64.0 � 33-3/4" 60.7 84.3 40 - 3/4° 80.0 84.0 48 84- 13/18° 58.7 59.4 58 - 1/2 ° 50.0 52.0 CR28 33 -3/4 58.0 81.9 CN28 40 -3/4" 55.0 58.0 026 48° 71 -7/ 55.0 58.0 CW28 58 -1/2" 50.0 52.0 DESIGN LOAD CAPACITY - PSF (TRIPLE UNITS) WINDOW DESCRIPTION UNIT WIDTH INCHES UNIT HT. INCHES GLASS TYPE 'A' OR 'B' XOX, 00X, X00, 000 OR MCC EXT. (+) WT. ( -) 033 71 -7/8 35 15/18 57.0 71.0 C335 71 -7/8" 40- 13/18 67.0 71.0 C34 71 -7/6" 48" 80.0 64.0 0345 71 -7/8" 52- 13/16 80.0 64.0 035 71 -7/8 89 -7/8" 60.0 84.0 .090 PVB INTERLAYER BY 'DUPONT' OR 'SOLUTIA' .092 HEAT STREN'D GLASS DOW CORNING SILICONE 00983 -2 OR DC -1350 GLASS TYPE 'A' GLASS TYPE 'B' 9/32 THICK NOMINAL 3/8" TRICK NOMINAL IMPACT RESL9TANT GLASS SHUTTERS NOT REQUIRED .090 PVB INTERLAYER BY 'DUPONT' OR 'SOLUTIA' DOW CORNING SILICONE DC983 - 2 OR DC - 1350 FRODSVMSFISSO iseimithipagendlig SONOSOM E suCIU WEAR C.N 7pe SEP 0 9 2003 CEam 0 0 W $ 1 m 8 drawing no. WO -46 (8heet 2 of 5 ANCHOR CLIP 1 -1/2" X 3" X .030' STEEL #S X 1 (1) AT MID WIDTH SELF TAPPING SCREWS ... 2 . PER CLIP B61T " c. SELF TAPPING SCREWS 2 PER CLIP ANCHOR CLIP 1 -1/2 X 3 X .030 STEEL (1) AT MID WIDTH TYPICAL ANCHORS 2 PER CUP TYPICAL ANCHORS 2 PER CLIP ANCHOR CUP 1 -1/2' X 3' X .030 STEEL. ff8X1° (2) AT 16 "0.C. SELF TAPPING SCREWS • ..... 2. PER CUP #x1 ° SELF TAPPING SCREWS 2 PER CLIP ANCHOR CLIP 1 -1/2 X 3 X .030' STEEL (2) AT 16 0.C. TYPICAL ANCHORS 2 PER CUP /7 X 6 /S" SCREWS (2) PER CL.P 0'ST. SAS TYPICAL ANCHORS 2 PER CUP WOOD BUCKS NOT BY ANDERSEN, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. NOTE: PROVIDE ANCHOR CUPS AT HEAD at SILL AS FOLLOWS SINGLE AND DOUBLE UNITS: (1) AT CENTER OF EACH SASH TRIPLE UNITS: (1) AT CENTER OF END SASH (2) AT MIDDLE SASH SEE ELEV. TYPICAL ANCHORS A— 68 SM$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -1/2 MIN. PENETRATION INTO WOOD B— 3/16" 0 TAPCON$ (BY ELCO) OR EQUIVALENT CONCRETE ANCHOR THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4° MIN. MASONRY EMBED. LOCKING OPTIONS: SURFACE MOUNTED LOCK WITH KEEPERS ON SASH BY AMEROCK CORP. (1) POINT LOCK FOR WINDOWS UPTO 28 -3/8 HEIGHTS. (2) POINT LOCK FOR WINDOWS UPTO 40- 13/16 HEGHTS. (3) POINT LOCK FOR ALL BIGGER HOGF = Aun t = , I- 0 '1' 03 , , ir=lrr sheet 3 of 5 ANCHOR CUPS EQUALLY SPACED AT JAMBS 1 -1 ir X 3 X .030 STEEL SEE TABLE ABOVE FOR QUANTI11ES 1.946 .941 VINYL CLADDING �L283 - � VINYL CLADDING .93 II .941 k- VINYL CLADDING FRAME JAMB FRAME HEAD /SILL —1.900 yp9J..a — Liza VENT RAIL,/STILE .624 VINYL CLADDING CENTER POST - - .468 ... VENT STOP SILL VENT STOP JAMB CENTER POST CASING 30810/12 #8 X 1/2" 1381406 #B X 8/8 AS REQO. FRAME HEAD/SILL CASINO MULWON VENT STOP 801 ROTO OPERATOR SNUODER SCREWS STATIONARY SASt1 CLIP HINGE ASEMBLY AT TOP & BOTTOM OF SASH LOCK W/ KEEPERS ON SASH WEATHERSTRIP 511LE REINFORCING BAR SCREWS BRAD NAILS 1 -1/2" LONG ALUMINUM AT 1-1/2" FROM ENDS & 12 0.C. FOR 64-13/18 & 71 -7/8' 9002. HEMS ONLY AT 11" 0.C. MAX. COPED CORNERS WITH 3 STAPLES PER CORNER (1 -1/2' X 2 X 18 GA) ALL WOOD TO BE PONDEROSA PINE OR EQUAL CENTER POST CORNER COPED CORNERS WITH 3 STAPLES PER CORNER (1 X 2" X 16 GA) VENYL OLADUINU LIMNERS MITER CUT WELDED ALL AROUND 1.969 1.719 480 EXTENSION JAMB (HEAD /JAMB /SILL) 2999 GLAZING BEAD STATIONARY SASH CUP 1.808 .020 ANCHOR CUP 242 . . SASH REINFORCING BAR Env DR. HUMAYCUN. FAR000 31RDCT C.A.N. %6 0E87 SEP 0 9 2003 VENT CORNERS {sheet 5 of 5 305 379 4460 04/08/04 14:35 FAX 305 379 4460 2. Q8scription of Improvement: Name and address: Amount of bond $ 6. Lender's name and address: �} C aide ••• Sign of Owner Print Owner's Name: Sworn to and subscribed before me this Notary Pub!' Print Notary' My Commission Expires JUDICIAL RESEARCH NOTICE OF COMMENCEMENT A RECORDED COPY MUST LIE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 1 " t t TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property. and in accordance with Chapter 713, Florida Statutes, the following information is provided in t is Notice Commencement. , 1. Legal description of property� address: � � M t ACt�9ll &t242�ilkw..�►1 £ 4'-&i �� P .�arJ 3. Owner(s) name and address: Cam 6 l.J�+ ' 1--edw L` Interest In property: Name and address of fee simple titleholder. (jpNC3vCVINIVI/0 i "b K 4�1V"'rrr / 4. Contractor's name and address: ` ` , 33 1• ner Corm contractor, if 6 OF FLoFlDA, COUNTY OF DADE. 5. Surety (Payment bond required by h Rae v cEra rrr -Y rha[ rhrs .s a r ` ,,r the 7. Persons within the State of Florida designated by Owner upon whom noti by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Sectior 713.13(1)(5 ), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) t!wiu ' I • day of ,4P✓t , 20 O >. [j 001 /001 111111111111 11111 11111 1111111111 111111111 1111 C!F !+I 0104 -IRC I 4-46. u:? DR Bk 22194 Fps 0346: (1a9 RECORDED 04/08/2004 14:28: 51 HARVEY RUVIN• CLERY. OF COURT TIIAMI -DADE COUNTY r FLORIDA LAST PAGE documents may be served as provided Prepared by 41,) crei Address: _112, N y k/1 tir, t''? 0 gar 9 ?fc b GG3 5154, Building Department Miami Shores Village • .. . - • • • • ; Perniit N • prIt 10050 Avenue Miami Shores, Florida 33138 Tel:(305) 795.2204 Fax: (305) 756.8972 / M 4 1._. . - _,4*Zili /- /JO :14 , . ar_ . /- /g 4 IL 41 ' AIII ' 0 6 - illrela 7- A 7 11 4.-(/ '-' .4 AdIAMP fIL■.. . mew AnntlEIMAIMINE.- sw 1*_' A.A.M., :. ir ;. .A 4 ° 1 A(N7 , iii ' Ill■- ar- 1 k Ail at I-. OA Of it /awl - -. /1,.4 14111116/ 0 (' 0 , oar 7., imsf el pi, rm 0 r _ ...... A ' .i -4( -Al "■..., if*/ ...4661•■-■-■ • 11 BUILDING CRIJ/QUE SHE or( • /Wed %od AirreriW4 , i t dowf, 27o;, .S', »i P 'lels/,4 6 . i/ Col descr,plim fame. (tea - tId i hes etc, Nl SigQt of rte eds. /5 14/--.0 c. e i '&d r new code / / 5ae. df zaitd ih r�4 weal dA,tot GlAdd Jive tf eeil/er. "@, idevl1 Le fi /led CAS :,/ Iden hi new i' e ri3 r©f 6 - shy .- reed awa (ra sses ..Jots? si3e l s'pc�i a &ph,/ /® S � �c S'apearb. !t/ evi4d accl t //vim 5 *ass ja(5/ ap/h e, Gv�rzdor� dear air Al re fetrw Ike e/os dies' j �C�'/� " leorners eels z mai nder 48 , � w t /s v uir e ,4vrr3 , in t enrr reiWorei4q le Latter beard 4.1 74/7o Peo- �2us L r� `dam 3 in e4e z- / /rya, PT f' 54 S ;4. 4'a/ Orr, exe LL f' ,4, ' / eme e 4ft/r ©x. ,rid /'e2thf ( a "! - ._ spec7P1) Miami Shores Village Building Department STRUCTURAL CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ey' - /1 Job Name Lev M$ ®/°t 640 rreatd Lein a6trfe 1/4704- 4 ki t4 . Miami Shores Village Building Department BUILDING CRITIQUE SHEET \\k, 0 . 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:'(305) 795.2204 Fax: (305) 756.8972 'tNo: 041 2er�ai •'Job'Name • Miami Shores Village • Building Department MECHANICAL CRITIQUE SHEET I-- 1`l-Dy 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. / :ev� 4— f/ Job Name � 4 ���� ��' <f,;1i' C/A 0 / /c; �i //A e ei / 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. P2o4) et' l Job Name Ca. e Ze j? /vim nehei MECHANICAL CRITIQUE SHEET vow i e V � Miami Shores Village Building Department c e(Z G 1 ' -ec. Sf (4. v (u 1 eI ( ‘I/ et ec�CP!> r � / 0 t ac Sew - ‘(c_ ,e&i /c., C e/00- k_ 301 e' 4- PERMIT NO. ; ADDRESS: . MIAMI SHORES VILLAGE BUILDING ! ZONING DEPARTMENT" SECTION BY DATE ZONING • ELECTRICAL MECHANICAL NUMBING FIRE PUBUC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with alt Federal, State. Couniy.Vittage rules and reputations. Wlage asst es no responsibility for accuracy oflor results from ODRESS / 6r0{1 C4 C o V r5 c LICANT L E PHONE # a OD 5 A..0 c v / €err/ t) or /c APPLICATION • SHEET OF MISCELLANEOUS DATE ZONING : COMMENTS t 9 0 (7) co/0 r^ .r-u. 4; Le, e e 1R'S f /919 /data CRITIQUE SHEET 1'0 these plans. 2. This copy of plans must ba available on building site or no inspection wilt be conducted. w C Lk S LJ &'G�'VF} )5 Pew 'r /t. two 4 -6 if / --mr do J(S - 1 T rye ,-i ore INITIALS 4-? ,e/3c7ttlr - 5 /360/ EL' V / 0 e c ? le-fur/1f �vl i dca� i14Jc Q ®alb (re* c )Td)-'Ge) / 5 i f -cr 3` cier --ONO & uemo ti cc TiF, F:tiffheoic DATE 4 el " %y :09 54 a ; 01 /;teil-5/0 1 115 -411 c rt 5 ( "i'- e 441 44 6,-, I 1.-0 L-Ci 5 I---b- ck e) 4 5 a ( 3 V 1 4-6.4 Ls pe rceru4-cie -&-S- Rai 1 " 1 "` of C - s 3 IV ve,d 4 1 re5r of l'ket. tvoL.Lsk.:3 .. Ci ' LA- A a f" l _3 f /7E, 0-)c Aecu r oWf--1 ? • • CRITIQUE SHEET 4'0 COMMENTS C4Nti(4141 INMALS BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) fi>=i✓I r.j o -J Owner's Address (c 6I2-s 7V0 CeMiet v City M / Alui Sly s State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) p 612411\10 CONe-aU I - City Miami Shores Village County Is Building Historically Designated YES NO Contractor's Company Name CO J6ot 4 0,1-Taio Contractor's Address City State Zip Qualifier G(/lk,PA'M PAS Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 9 Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Type of Work: dition teration ❑New ❑ Repair/Repllace ❑ Demolition Describe Work: ( t 1 �1(7I1� �; � 'rr* & E Pt/97 $cct% 7 6fl1 c P 0 ()P� E i-( S viGE� l'a� -t' ,mil �e l am ' ®S�i r�6 US Submittal Fee $ Permit Fee $ /tZ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bind $ Code Enforcement $ Structural Plan Review. $ ®. fro 9'5a4m. 1e D . av 0 \ Dd cAkwiI Permit No. Master Permit No. AEC DOMED • 1 2004 at cI Plumbing Mechanical Roofing Miami -Dade x Phone # ROT • 4 • / O'7 1 Zip (Melt.-Phone # Square Footage Of Work: Bonding Company's Name, Of applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a rein 'ems on fee will be charged. Signature Agent The foregoing instrumen ' was acknowledged before me this 5 day of M 20 0 , by NNJJr fultiix\S who personally known to e or who has produced As identification and who did take an oath NOTAR r Sign: _,1 Print: OhNfc tAk-IiiD■ My Commission Expires: My Commission Expires: * * * * * ** • * *MM * * * * * * ** * ** * * * * * * * * * * *: , ** * * ** *** ** * * * ** rya** ******eN � D�►n * Dav * iso , n *24,08, * * ** ** • MY Commission DD246C46 Competency Holder) s �Y� 246096 Expires September 01 2007 N Exploss SepSsmber 01 2007 (Certificate of State Certificate or Registration No. Certificate of Competency No. **** * ** ** * * ** * * ** * * * * * **** * * * * ** * ** APPLICATION APPROVED BY: Cho 12/15/03 NOTARY PUB Sign: Print: Contractor The foregoing instrument was acknowledged before me this `s day of 2004 , by bONNI t DAN 1 , who is personally known to me or who has produced as identification and who did take an oath. bvNN- D4t/\ J **** J ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 2 ( K 41\ O C r 20 6 `htl $/ Plans Examiner Engineer Zoning 15 ( p 6 o ) Correction Resubmission of $ item (15) of Miami Shores Vi is required at this time per ermit Fee, Schedule. Date AN L/ i C Correction Resubmission of $ is required at this time per item (15) of Miami Shores Village Permit Fee Schedule. Date AACAt BUILDING CODE COMPLIANCE OFFI `! 0) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Birdview Skylights. 201 Longhorn Rd. Fort Worth, TX 76179 ti 2404 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Mimi Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dam County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted nom, the maawer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance., if it is did by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable budding code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone ofthe Florida Building Code. DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. APPROVAL DOCUMENT: Drawing No. EB696, model "6SFD -DADS ", sheets No 1 of 1, prepared by Birdview Skylights dated 07/26/00 with no revisions bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. NIISSII.E IMPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a pamanent label with the manufacturer's name or logo, city, state and the following statement: "Miami Dade Comity Product Control Approved ", unless otherwise noted herein and the dome shall be properly marked by GE Plastics. RENEWAL of this NOA shall be considered after a renewal application has been Sled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the won date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of thisNOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA renews NOA # 00-0524.02 it consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Candi� ,� � ont, P.E. NOA No 03- 0303.11 Expiration Date: July 02, \ Approval Date: Jae 05, 2003 Page1 Birdview Skylights. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) . A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD- DADE", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N. Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Teat per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD -DADE Self Flashing Aluminiun/Polycarbonate Skylight', prepared by Miami Testing Laboratory, report No. K -49362 issued on 09/10/96, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS 1, Anchor Calculation, sheets 2 through 5, dated 08/21 /96 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 0718.02 issued to General Electric Company on 09 /08/2000,expiring on 07/0212003. 2. Extrusion drawings No. BVS-X10947 -A & BVS 8554 by Tel Tower Extrusions, LID for Birdview Skylights. E. STATEMENTS 1. No change letter issued by Birdview Skylights, on 08/10/2000 and signed by E. Bird. 2. No change letter issued by Birdview Skylights on 02/11 /03 and signed by G. E. Bird. E -1 Candido F, Font, P. E. Senior Product Control Examiner NOA No 03-0303.11 Expiration Dam July 02, 2008 Approval Date: June 05, 2003 1 bairni 4° MINIMUM SEE GENERAL NOTES 02 7.0" 1 1. r 1 — 3 0" )ADE COUNTY ACCEPTANCE NUM ER 00.0524.02 _ BIRDVIEW SKYLIGH" 'S THE CLEAR CHOICE 201LONCHORN RD. FT. WORTH TX. 761 ) Ph. 817- 439 -9266 N. 817 - 232 -8468 DRAWINGO E8696 REV. 00 SHEET 1 OF 1 DRAWN BY: E. BIRD DATE: 7 - 26 - 0( MODEL 6SFD -DADE SCALE: FULL 4 2.375" 6.0" 1.so" 10% OF SPAN, 4" MIN. DESIGN PRESSURE RATING POSITIVE + 56 PSF & NEGATIVE -67 PSF LARGE MISSILE IMPACT RESISTANT GENERAL NOTES: 1. ALL ROOFING DETAILS SHALL COMPLY WITH CHAPTER 34 OF THE S.F.B.C. 2.4° MINIMUM DISTANCE FROM ANGLE UP TO ROOF SURFACE I5 FOR SHINGLE OR BUR WITHOUT INSULATION. FOR INSULATION AND ROOF TILES, ADD THE TILE HEIGHT AND THE INSULATION THICKNESS TO THE 4° MINIMUM HEIGHT. MODEL SIZE NUMBER ROOF OPENING 655:131818' 14114" X 141/4 6SFD1820 • 141/4" X 16 I/4" 6SFD1826• 141/4° X 221/4" 6SFD1834 ' 141 /4" X 301/4° 6%131830 • 14 1/4" X 46 1/4" 65E02424 • 24" X 24° 6SFD2436 ' 24" X 36" 6570262V 22_114°121114"' 65FD2634 • 22 1/4" X 301/4" 65E02638 • 221/4' X 341/4' tamer "22T1R X 46 114° 65803434 ' 30 1/4" X 301/4 6SF03450 301/4" X 461/4 6SFD3636 36" X 36° 655:05050 461 /4° X 461 /4° ROOF OPENING DIMENSION OUTER POLYCARBONATE DOME (GE LEXAN XL10) .118" THICK ' INNER POLYCARBONATE DOME (GE LEXAN 9034) .090" THICK ' .E. SILICONE ADHESIVE SEN.S(SCS 1000) COX 1" HWHSD WITH NEOPRENE WASHER LOCATED 4" FROM EACH CORNER AND, 10° MAX ON CENTER THEREAFTER PRODUCT H th VBP es entillyintorlththe Holds te�0 ' 11 .070' EXT. ALUMINUM ANGLE(6063-T5) CONTINUOUS 101.64 SANTOPRENE RUBBER GASKET01115 CONDENSATE GUTTER WITH .25° WEEP HOLE LOCATED AT EACH CORNER 010 X 3/8 STAINLESS STEEL HWHSMS LOCATED 4° FROM EACH CORNER AND, ' 10" MAX ON CENTER THEREAFTER .090" EXT. ALUMINUM (6063 45) CURB FRAMING NOTE: ALL ALUMINUM TO BE 6063 -T5 ALLOY FULLY MITERED AND WELDED AT CORNERS ROOF DECK AND SUPPORT (DESIGNED BY OTHERS) SEE GENERAL NOTES 01 AM OS COMPUTED mm sat sum , II CODE _ = .t... _ Q 2 000 DOWN NOM :ODE COMM DPRCE =MAIM 1111.0- 05240 014 X 1° PAN HEAD LAC SCREW 4.0° FROM EACH CORNER, MAXIMUM ON CENTER 12° T 5/8' PLYWOOD DECK VIPIN N: TOLAT. P.E. REGISTERED CIVIL ENGINEER FLORIDA REG. 12847 Miami Shores Village Building Department (/t '' S t ESN 3 r ) BUILDING CRITIQUE SHEET /Zee," Ata.2 so4- 4/011 Permit Permit No. /P Job Name 1- 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village " Building Departmen s� t . SZS.. Permit No. Pot /1 (get) Job Name L ei/ins it 66e 6',. Certie S /r3 /a 26-/ STRUCTURAL CRITIQUE SHEET Floor /2 /so show P pl6u e et/ 7 4te Ponf . Ski th vn v1e-� /77/!/ �aei / �` /�j1 /ovl5 N fro 1 d- 0) a/h6d /5 i ie s 13e d1 MI) Veed 6e/! Side, © 5yozw- de, pry es5ures. Need Prod ac.-' Approval - .s r/4 p i els a I new ei i4ctowsd • 10050 N.E.2nd Avenue osit Z� -. Miami Shores, Florida 33138 "�°`� Tel: (305) 795.2204 Fax: (305) 756.8972 rave g cs ;i- S7s4 Miami Shores Village 6,4 Building Department Revision -2 Critique Permit No. Page 1 of 3 6/3/04 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ITEMS 2, 3, 4, 5, 7, 9 AND 11 FROM PREVIOUS CRITIQUE HAVE NOT BEEN ADDRESSED. ALSO, THE PROCEDURES FOR SUBMISSION OF CORRECTED PLANS HAVE NOT BEEN FOLLOWED (REMOVAL OF VOIDED SHEETS AND SUPPLYING AN ERRATA SHEET). A $75.00 FEE IS NOW ON ASSESSED AT TIME OF NEXT (THIRD) SUBMISSION. BUILDING CRITIQUE SHEET 1. CORRECTED. 5/ 2. Submit a plumbing permit and plumbing plans. efoi BP 04 -11 6. CORRECTED. 7. Show TB reinforcing steel details for new arched openings. 8. CORRECTED. COiz Page. 3 "of 3 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 6/3/04 305 - 795 -2204 Page 2 of 2 9. Pro vide plans with an architectural scale -- -What is 1:4, this scale does not work? M -D section 8 requires plans to have a scale of 1/4= 1' -0" min. on buildings less than 5,000 SF. 10. CORRECTED. 11. Submit two sets of NOA's for new windows (window schedule on A -9 calls for FG in all window openeings). Follow the procedures for submission of corrected plans for your re- submittal. INCLUDING THE REMOVAL OF VOIDED SHEETS AND SUPPLYING AN ERRATA SHEET. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. Miami Shores Village Building Department Revision BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 04 -11 Page 1 of 2 5/12/04 CFI. Submit electrical revision application. 0 2. Submit a plumbing permit and plumbing plans. 3. Submit a roofing permit revision. 4. Provide cost of revised work on application. 5. Submit two sets of NOA's for skylights - -- Provide design pressures on skylights on plans. ®'-6. Submit a new sheet A.5A. wo 7. Show TB reinforcing steel details for new arched openings. &r_8. Show a filled cell at new door opening and provide details for steel tie to existing footing and TB. fr o 9. Provide plans with an architectural scale -- -What is 1:4, this scale does not work? M -D section 8 requires plans to have a scale of 1/4 =1' -0" min. on buildings less than 5,000 SF. (*-10. Provide a new sheet A -9 and have new windows and doors on schedule. Submit two sets of NOA's for new windows and doors. Follow the procedures for submission of corrected plans for your re- submittal. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 5/12/04 305 -795 -2204 BUILD PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbin Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1 f‘rirki.o , '1 Owner's Address t,Q L o &R, " (7 C. v.c. ®w ;15 cit w ; 51(f)-49.e5 state Tenant/Lessee Name Phone # Job Address (where the work is being done) (4 G 2 . a.. h.0 COLA, City Miami Shores Village Is Building Historically Designated YES NO Contractor's Company Name LeMk 14rrti +.- Jfi.. Phone # `Z S [ 7 1- 60 Contractor's Address istgb Sc �ri.W�► -�iri + City `1®PkL p State p1 Zip Qualifier , g ""c rovi-L t 4@7 S t a t e C e r t i fi c a t e or Registration No. C � 2. a Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit g Apex, OD Square Footage Of Work: Type of Work: ❑Addition DAlteration ❑New ❑ Repair/Replace ❑ Demolition �` Describe Work: � -r��`� a l'{ : � ROC it � t�� i rn �''�,� 2F41l��� -� fin. + � olt).-L L Se— . : c. w G aAt.. k 4- Fb--/A-L, e /t7 104P Submittal Fee Notary $ S '0 c, Scanning $ Code Enforcement $ COVE JUN 1 20P4 Miami Shores Village 100 0 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. p - 0(-1 0(-,17 Master Permit No. 0 ` t ' Training/Education Fee $ 4 0 Total Fee Now Due $ � ,. . .) 1 t .� C ? ? i (Continued on opposite side) uilding Department Zip County Miami -Dade $ % )� 0 Permit Fee Phone # Zip 3 ;mac. Structural Plan Review. $ * * * * * * * * * * * * * * * * * * ** * * * * * * * *F * * * � **** * * * * * * * * * * * **** * Technology Fee $ l C Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED Chc 05/13/03 Contractor The foregoing instrument was acknowledged before me this - 7 day of 2, by Cif whpersonally known to me or who has produced ca0 asi NOTARY PUBLIC: Sign: Print: entification aiTa oath. Commission #DD 231984 f ir ul 13 2007 0: tea. nrle'�iC� My Commission Expires: * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * *1i� * ** .*********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING ITEM PLUMBING BATH TUB BIDET DISHWASHER DISPOSAL DRINKING FOUNTAIN FLOOR DRAIN GREASE TRAP INTERCEPTOR LAVATORY LAUNDRY TRAY CLOTHES WASHER SHOWER SINK, POT /3 COMP. SINK, RESIDENCE SINK, SLOP TEMPORARY WATER CLOSET URINAL WATER CLOSET INDIRECT WASTES WATER SUPPLY TO: A/C UNIT FIRE SPRINKLER 'HEATER -NEW INST. HEATER- REPLACE LAWN SPRINKLER -WELL SWIMIING POOL WATER SERVICE SEWER CONNECTIONS UTILITY -SEWER UTILITY -WATER SEPTIC TANK RELAY GRAINFIELD, 4' TILE/RES. PUMP & ABANDON SEPTIC TANK SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL ADt A nOAtN ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) UNIT FEE ITEM SWITCH OUTLETS LIGHT OUTLETS RECEPTACLES SERVICE TEMPORARY SERVICE SIZE IN AMPS SERVICE REPAIR/METER CHANGE APPLIANCE OUTLETS RANGE TOP OVEN WATER HEATER MOTORS 0- 1 HP MOTORS OVER 1- 3 HP MOTORS OVER 3- 5 HP MOTORS OVER 5- 8 HP MOTORS OVER 8- 10 HP MOTORS OVER 10- 25 HP MOTORS OVER 25-100 HP MOTORS OVER 100 HP A/C WINDOW AIR CONDITIONERS STRIP HEATER GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS SPECIAL PURPOSE OUTLETS COM+�ERCIAL SIGN TUBES SIGN TRANSFORMERS SIGN TIME CLOCK FIXTURES ANTENNA TELEVISION OUTLETS VIOLATION REINSPECTION UNIT FEE ITEM SPACE HEATERS REINSPECTION CENTRAL HEATING A/C (WIND) A/C (CENTRAL) DUCTWORK REFRIGERATION PROCESS AND PRESS PIPING UNDERGROUND TANKS ABOVE GROUND TANKS U.F. PRESSURE VESSELS STEAM BOILERS HOT WATER BOILERS MECHANICAL VENTILATION TRANSPORTING ASSEMBLIES ELEVATORS/ESCALATORS FIRE SPRINKLER SYSTEMS COOLING TOWERS VIOLATION UNIT ! FEE 1 ELECTRICAL MECHANICAL 660 GRAND CON Passed Inspector Co W PI A 6"ep 19 , `G��- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/19/2005 Inspector: Devaney, Michael Owner: LEVINSON, GARY Qu L7 r� Job Address: 660 GRAND CONC fJ I) W 4 -1 Project: <NONE> Miami Shores Village, FL Contractor: LIGHTING IMPRESSIONS Building Department Comments Monday, December 19, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho e: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Imported Permit Inspection Type: Rough Work Classification: Electric Phone Number Parcel Number 1132060171980 Lot: Phone: 954 - 327 -1444 Page 1 of 2 6 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Architect /Engineer's Name (if applicable $ Value of Work For this Pe Type of Work: ❑Addition Describe Work: (Continued on opposite side) Miami Shores Village ecEovF Building Department /A 4 a 1 2 /1n5 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Alteration Total Fee Now Due $ New Code Enforcement $ Structural Plan Review. $ Permit No. 1 06— 14 Master Permit No. /0°4 —t k Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) L. a Iw '41 E$ , Phone # Owner's Address 6®l G, ®,tee . City IA 6tt.6.4% S State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) . .a er.„, City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO 3 Contractor's Company Name Le. 1 Phone # GMA. ;Z • ‘4,g4, Contractor's Address 2.556 Sty �•�! City . LAWCAM'® State fit. Qualifier . D 4 p4 -- b®'tz.4 , -. Zip S'S3\2,, Phone # Square Footage Of Work: ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /6 < ea CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ NOTARY PUBLIC Sign: Print: Chc 12/15/03 My Commission Expires: Bonding Company's Name (if applicable) Bonding Company's Address Li ' a 0 City State O. Mortgage Lender's Name (if applicable) �� • Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice .f commencement must be posted at the job site for the first inspection which occurs sev,') dot s after the building permit is is d. In the absence of .' ch posted notice, the inspection will not be approved and a/ p charged. :' e' �e charge Signature v Signature ,ffer nt Contractor The foregoing ' 1 1 i, °nt was ac III owledged before me this The foregoing instrument was acknowledged before me this 20 day of OrW/Aviiifit 20 04, by , day of Par400 , 20 0, by who is personally known t a or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. l ter Ate\ Ss NOTARY PUBLI Sign: Print: Donne Davison • ; My commission 00248008 My Commission Expires:'" (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************** ** APPLICATION APPROVED (.776 -Bans Examiner Engineer Zoning rum 3 MLUiI IJUI a61 1/LM SOAKAGE PIT CU. FT. ..•... rv..v.. SP6Ar -f./1/ I0 CATCH BASIN S DISCHARGE WELL DOMESTIC WELL AREA DRAIN _ ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM . GAS RANGE METER SET (GAS) GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING UN IT MOTORS OVER 25-100 HP FEE ITEM SWITCH OUTLETS LIGHT OUTLETS RECEPTACLES SERVICE TEMPORARY SERVICE SIZE IN AMPS SERVICE REPAIR/METER CHANGE APPLIANCE OUTLETS RANGE TOP OVEN WATER HEATER MOTORS 0- 1 HP MOTORS OVER 1- 3 IHP MOTORS OVER 3- 5 HP MOTORS OVER 5- 8 HP MOTORS OVER 8- 10 HP MOTORS OVER 10- 25 HP MOTORS OVER 100 hP A/C WINDOW AIR CONDITIONERS STRIP HEATER GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS SPECIAL PURPOSE OUTLETS COWERCIAL SIGN TUBES :SIGN TRANSFERS SIGN TIME CLOCK FIXTURES ANTENNA TELEVISION OUTLETS VIOLATION UNIT FEE ITEM SPACE HEATERS CENTRAL HEATING A/C (WIND) A/C (CENTRAL) DUCTWORK REFRIGERATION PROCESS AND PRESS PIPING UNDERGROUND TANKS ABOVE GROUND TANKS U.F. PRESSURE VESSELS STEAM BOILERS HOT WATER BOILERS MECHANICAL VENTILATION TRANSPORTING ASSEMBLIES ELEVATORS/ESCALATORS FIRE SPRINKLER SYSTEMS - COOLING TOWERS VIOLATION REINSPECT ION UNIT FEE ITEM BATH TUB BIDET DISHWASHER DISPOSAL DRINKING FOUNTAIN FLOOR DRAIN GREASE TRAP INTERCEPTOR LAVATORY LAUNDRY TRAY CLOTHES WASHER SHOWER 511(, POT /3 COMP. SINK, RESIDENCE SINK, SLOP TEMPORARY WATER CLOSET URINAL WATER CLOSET INDIRECT WASTES- WATER SUPPLY TO: A/C UNIT FIRE SPRINKLER 'HEATER -NEW INST. HEATER- REPLACE LAWN SPRINKLER-WELL SW I MIM NG POOL WATER SERVICE SEWER CONNECT I ONS UTILITY -SEWER UTILITY -WATER SEPTIC TANK RELAY DRAINFIELD, 4' TILE/RES. ELECTRICAL MECHANICAL Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building lectrical Plumbing Mechanical � I Roofing Owner's Name (Fee Simple Titleholder) P SOlki Phone # 3°' - T eT - /65/ Owner's Address bO &' emi6ovit.ge, City Ml Vl,l J► State Tenant/Lessee Name Phone # Job Address (where the work is being done) 660 Cs ik/e) /.(J,2 °' City N iami Shores Villaae County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 1 44 7 R ? OM pm 1' "t Phone # g • '%27. Contractor's Address Z565 �,s�+.9�� ®� L,.�►ta� City Lts.0 ®ta. -t- State $t. Zip Qualifier .. " -- DN,N) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. X/-- 2890 9 Rcvfrek v Master Permit No. 64 - 1 Zip Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: I s s 1446/16100 tion teration ❑New ❑ Repair/Replace ❑ De olition Describe Work :: ; _ ari (PTO/ pfdrit of o4 F Square Footage Of Work: Submittal Fee $ Permit Fee $ /s ("OP CCF $ CO /CC Notary $ Scanning $ Radon $ Zoning Bond $ Training/Education Fee $ Code Enforcement $ Structural Plan Total Fee Now Due $ 1 0 ( s (k al- 7a (Continued on opposite side) Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD 'A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a spection fee will be charged. or Agent The foregoing instrument was acknowledged before me this2- day of /vv.-tit , 20 ®'-t, by 6w4 L 11r- s- , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: l tw D na Damson • My Comndssion DD246086 Sign: • F how M117 Print: i 'N. `1(�sv 1 mss.., My Commission Expires: *** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 NOTARY PUBLIC Sign: Print: ontractor The foregoing instalment was acknowledged before me this 23 day of ( 206y. by DAVI V) 442:0616A,1 who personally known to or who has produced identification and who did take an oath. �� er � w r D— • mm ssion DD246088 ptember 01 2007 My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******************** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** ,4 ' lans Examiner Engineer Zoning ELECTRICAL CRITIQUE SHEET /4-40 ¼ lre-I 2 fr- 4 1 �7"�i - Z - g iron 4,6 f 2 / A oe- .9,7 4 e . /e ® /e- 7'p -x. AFL R >ee ' '' e1 & s / ire r' 7e--/P ? % !? p3 o tAgt Noe N2 I. i s 'e,/ ��� °� �G� cr��� °l / L ,- e s ' le/ per 1, e-,I ids, 51 & We qo'7;Aei e g i f7 5; 617 3L c e-F/5'S aot.t-A 9) 1� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Wj ®A/ // Job Name X&4#V5 Inspection Date: 08/17/2006 Inspector: Devaney, Michael Project: <NONE> Owner: None, None Job Address: 660 GRAND CONC Miami Shores Village, FL Contractor: LIGHTING IMPRESSIONS uildina Department Comments Wednesday, August 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 18 RECD Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060171980 Lot: Phone: 954 - 327 -1444 Page 1 of 2 Passed Inspector Comments ,� 7 v e69pri202-6-2-70ye- /4-- J�eM 9tre - 1 C R e ' °"-e- ® � Failed Correction Needed �7 ... ,1 -d,��� Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/17/2006 Inspector: Devaney, Michael Project: <NONE> Owner: None, None Job Address: 660 GRAND CONC Miami Shores Village, FL Contractor: LIGHTING IMPRESSIONS uildina Department Comments Wednesday, August 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 18 RECD Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060171980 Lot: Phone: 954 - 327 -1444 Page 1 of 2 Project: Owner: Phone: <NONE> None None Job Address: 660 GRAND CONC Miami Shores Village, FL Parcel: 1132060171980 Block: Lot: Scheduled Insp # Inspection Type 08/06/2004 INSP2004 -3273 Electrical footer steel not grounded floor but not on plans 08/10/2004 INSP2004 -3300 Electrical SLAB OK FOOTER BONDING OK 10/21/2004 INSP2004 -4327 Electrical NOTIFIED FP &L 11/22/2004 INSP2004 -4667 Electrical PATIO & GAME ROOM WILL NEED A LOW VOLTAGE PERMIT AND AS BUILT PLANS 12/21/2004 INSP2004 -5098 Electrical APPROVED None None footer steel not grounded floor but not on plans 05/17/2005 INSP2005 -2029 Electrical FP &L NOTIFIED 05/26/2005 INSP2005 -2197 Electrical Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Status DENIED APPROVED APPROVED APPROVED APPROVED APPROVED WORK IN PROGRESS. EXISTING CONDUIT NEEDS TO BE REPLACED 08/17/2006 INSP -24945 Final Pending Inspection Inspector Date Completed None None 8/6/2004 None None 8/10/2004 None None 10/21/2004 None None 11/22/2004 12/21/2004 None None 5/17/2005 None None 5/26/2005 Michael Devaney Not Complete Wednesday, August 16, 2006 Page 1 of 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/8/2004 Applicant: GARY LEVINSON Owner: LEVINSON GARY JOB ADDRESS: 660 GRAND CONC Contractor LIGHTING IMPRESSIONS Local Phone: 954 -327 -1444 Parcel # 1132060171980 Electrical Permit Permit Number: EL2004 -29 Contractor's Address: 2555 SUGARLOAF LANE Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 5 LESS E5FT AND ALL LOT 6 BLK 102 Fees: Description Amount FEE2004 -3720 Building Fee $197.00 FEE2004 -3721 CCF $1.80 FEE2004 -3722 Training and Education Fee $0.60 FEE2004 -3723 Technology Fee $4.93 Total Fees: $204.33 Total Fees: $204.N Total Receipts: r 50.00 Permit Status: APPROVED Permit Expiration: 8/3/2004 Construction Value: $2,200.00 Work: ELECTRICAL FOR ADDITION OCT 20PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: E BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Miami Shores Village Bui1din mpp+ 10050 N.E.2nd Avenue, N Tel: (305) 795.2204 Fax: (305 istp:er Permit No. � E L 10y-di loo Master Permit 2-e0.41 1 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) elitte`l u430r Phone # Owner's Address (000 4 jttlSa.Cc City State . Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) Qt.,O lea .e) .r 5S. City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 1 Contractor's Address 215,65 e 1.., (1p,tF City State Qualifier N w eatilte1 °(S hone # • ?aZ' 14,4A Zip Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 2, ;ZOO Type of Work. Addition rilteration DNew ❑ Repair/Replace ❑ Demolition Describe Work e- 9d,�� t 4 3` ° Square Footage Of Work: 440 * * * * * * * * * * * * * * * **** * ** ** * *** F ees * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** Submittal Fee $ P � v 196 Permit Fee $ fr>' 6°49 CCF $ (, t Pt CO /CC Notary $ Training/Education Fee $ r 1 Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ � v k 111- 3 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State 00,00P Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection, which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Sign: Prin (Certificate of Competency Holder) Zip My Commission Expires: State Certificate or Registration No. Certificate of Competency ************* * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 The foregoing instrument was acknowledged before me this3� day of ''g a , 2004, by Q who is personally known a me or who has produced u cation . s I who did t ` °an oath. NOTARY PUBLIC: i11+• MY COMMISSION # DI) 027395 '14 05) , EXPIRES: June 4,2005 • 14800.0 NOTARY FL Wavy Senice & SnneIn , Ina ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning TEM 4TH TUB UNIT FEE ITEM . _ SWITCH OUTLETS UNIT O® FEE AO ITEM SPACE HEATERS UNIT FEE • IDET LIGHT OUTLETS 2., 3e CENTRAL HEATING ISHWASHER RECEPTACLES Zo 10i® A/C (WIND) ISPOSAI_ SERVICE TEKPORARY A/C (CENTRAL) 1INKUNG FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK LOCK DRAIN SERVICE REPAIR/IkTER CHAFE 4,47 REFRIGERATION REASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING HTERCEPTOR RANGE TOP UNDERGROUM TANKS AVATORY OVEN ABOVE GROUND TANKS AMORY TRAY WATER HEATER U.F. PRESSURE VESSELS LOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS .}TOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS :INK, POT /3 COMP. MOTORS OVER 3- 5 FP MECHANICAL VENTILATION ;INK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES ;INK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS 'EWORARY WATER CLOSET MOTORS OVER 10- 25 If FIRE SPRINKLER SYSTEMS JRINAL MOTORS OVER 25-100 FP COOLING TOWERS WIER CLOSET MOTORS OVER 100 FP VIOLATION NOIRECT- SrTES l A/C WINDOW REINSPECTION IATER SUPPLY TO: AIR CONDITIONERS 764 I S W9 • A/C UNIT STRIP HEATER 6 9 FIRE SPRINKLER GENERATORS TRANSFOR1rERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFOR?ERS . LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIM4ING POOL OUTLETS COMIIERCIAL WATER SERVICE SIGN TRIBES f ;EWER CONNECTIONS SIGN TRANSFORMERS JTILITY -SEWER SIGN TIME CLOCK JTILITY -WATER FIXTURES ;EPTIC TANK ANTENNA ELAN TELEVISION OUTLETS )RAINFIELD, 4' TILE/RES. VIOLATION 'UI,P & ABANJOON SEPTIC TANK RE I NSPECT I ON WAGE PIT CU. FT. :ATCH BASIN Q i1 / )ISCHARGE WELL ' 0MEST IC WELL P 4REA DRAIN 1J q C 100F INLET SOLAR WATER HEATER , =IRE STANDPIPE 'OOL PIPING m _ -AWN SPRINKLER SYSTEM _ ,i ce;" Ilk 7 . , ILS / I €TER SET (GAS) �■ / �,, `: ,\' /f , v w .IAS PIPING PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION • AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINER; THE OWNER' S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 _ 5)756.8972 iVAP REC BUILDING ,`4 n �1l l PERMIT APPLICATION FBC 2001 enant/Lessee Name contractor's Company Name ACP IO 961.6.466 (NC-, ontra City Qualifies 's Address et3oitt (4J(i1e FM- 04) &(Iz ste � Hwy $ Value of Work For this Permit Code Enforcement $ * * * * * * * * Submittal Fee $ Permit Fite $ ? Notary $ Scanning $ Radon $ Miami Shores Village Building Department Training/Education Fee $ Zoning Total Fee Now Due $ (Continued on opposite side) Structural Plan Review. $ oia 1.1 CA PCo Permit No. .I aster Permit No. (3 Soo`f - t l Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Sini le Titleholder) T / one # 30 5 - 76,2 - ((® Owner's Address dekede - :ity C 1 ' 4 itl State et-- Zip Phone # 1 ob Address (where the work is being done) `-` f 6° ‘ ) / / A 9 V O thidde Vi L- oity Miami Shores Village County Miami- ade Zip s Building Historically Designated YES NO Phone # 9 f 734. 1 S 334 6 State Certificate or Registration No. &O Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: DAddition DAlteration :New ❑ Repair/Replace ❑ Demolition Describe Work: ( ,�.,� i, * * * * * * * * * * * * ** $ CO /CC Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all,_ applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUF PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING`` CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE O COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant muse_ promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In fjie absence o, such posted notice, the: inspection will not be approved and a reinspection fee will be charged. Chc 05/13/03 Owner or Agent The foregoing instrument was acknowledged before me this *. day of 65154 20 O( by t- fiICA/ii t— wh personally kno to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: aer•�r._ Donna Davison • may commission ULM Mnoen % n " Expires September 01 2007 Signature The foreg ing day of who i nt was acknowledacknowledged before me this > 20 �a_6' by hill nil / to me or who has produced identification and who did take an oath NOTARY PUBLIC: Sign: Print: tractor 4 iN Donna Davison My Commission Expires:+ ••' M' Como " Expires September 0 01 2007 *********.**************************** * * * * * * * * * * * * * * * * * * * * * * * * * * *..* ** ** 7 / i * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Dite TYPe InsP*0 134— • -permit N. Nun Acleircas compa 1 Phone # • Inspection Date Approved Correction Re-Intip'n Fee MIAMI SHORES VgaAGE • BUIVOING DEPARIMitNT . 305-795-2204 ng Inspectiou. Request .41a3e P lokot/ 4A 1 0"T N 5 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-79 2204 Date Bu' Type Insp'n Permit No. Name- leL1k �.SiCA Address Ca,psny Phone It Inspection poi e a 1,5 Approves Correction 4 ReInsp'n Fee V012- 02 -IV W • LIGIri VGK i qp BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) ‘ 1 •a� •/r , .t,,J Owner's Address 6 6 v goitmacig-se. City M (4144( S61 State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) Is Building Historically Designated State Certificate or Registration No. $ Value of Work For this Pe Submittal Fee $ '50 CO Notary $ Scanning $ Radon $ Total Fee Now Due $' (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 YES Phone # City Miami Shores Village County Miami -Dade Zip NO Contractor's Company Name LV Si ek Phone # (5-GA " l 245— Contractor's A s 93'; V l owls City fie` /1 Qualifier �h 7 State , Architect/Engineer's Name (if applicable) Phone # t,03 Type of Work: ['Addition ❑Alteratio ❑New I Repair/Replace ❑ Demolition Describe Work: a 'b /- ,O 4 / ) 5p oo OM 6 ht v c l) ) CO /rc,1 ****** * *** * **** * *** **** * ***, F ees * * **** ***** ******* * * * *** * * **** Permit Fee $ tob Permit No. ter Permit No. 9 dog -mast t Zip_J S1 & L Roofing S- '7G 2 —S l' Certificate of Competency No. Square Footage Of Work: CCF $ • CO /CC Training/Education Fee $ Technology Flee $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip .. Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has cpmmenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFi'IUAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued 1 ;t e absence such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature d 1 • Owner or Agent The foregoing instrument was ac ow edged before a this The foreg day of ►, 30 20o /, b , day of wh NOTARY P Ji: Sign: Print: My Commission Expires: APPLICATION APPROVED BY. Chc 05/13/03 to me or who has produced As identification and who did take an oath. SnYder Jr Commission 002333 tfY 20.2007 Signature as identification and who did take an oath. NOTARY PUBLIC Sign: Print: trac as acknow edged before me this 20 ed, by to me or who has produced Engineer Zoning 0 023334 6 My Commission Expires: o.reY ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * * * * * * ** L Plans Examiner * ITEM BATH TLB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) 1 DRINKII;B FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE.REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 1f MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 VIOLATION INDIRECT WASTES- A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMf,1ERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS ;SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA . RELAY TELEVISION OUTLETS GRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABAICON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) _ GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION.FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, •THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL • BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee // Simple Titleholder) l S b Y I Phone Owner's Address (S/ (0 d ( Ci'\ a rvt [ ' \a `state L Tenant/Lessee Name ird Phone # . s OJ Phone # 9s � a v / Contractor's Company Name Ft S-1- � }- � 1 (�� Contractor's Address 0.3 J 1) 30 , t state 1� Zip 3 �) S Qualifier T €/' ip ` L .SC(- OJ Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: cOtddition ['Alteration Describe Wor • P(0 t Croh.1 of ti r to D t`Cl � o County Miami -Dade Zip NO ECEWVE AAR 3 2000 Permit No. c ` Master Permit r 0 °- t t Roofing Zip Phone # Square Footage Of Work: mew 0 Repair/Replace ❑ Demolition e . c ,,,,,,,........ ********************F Submittal Fee $ no . ("X) Permit Fee $ (7 a - ' CCF $ CO /CC Notary $ Training/Education Fee $' - 0 Technology Fee $ 3. Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ t7 6 ■ k ) (Continued on opposite side) Bonding Company's Name (if applicable) • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this b day wh y is personally known to NOTARY PUBLIC: Sign: rk1Nt Difl- s. Print: My Commission Expires: Owner o Agent APPLICATION APPROVED BY: Chc 12/15/03 Contractor The forego was acknowledged before me this r , day of Q`� . 20 by T ° e0' L t e or who has produced who is p ide 'cation and who did take an oath. Donna Davison My Commission DD246006 f Expires Sepismbar 01 2007 * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTARY PUBLIC: fe-- Sign: Print: My Commission Expire • My Commluuion D0233345 � / (Certificate of Competency Holder) State Certificate or Registration No. C A t? i. P/ 3 (e 7(..e Certificate of Competency No. ho has produced identification and who did take an oath. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** c• Plans Examiner Engineer Zoning rEM AM TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE IOET LIGHT OUTLETS CENTRAL HEATING ISHIIVSHER RECEPTACLES A/C (WIND) ISPOSAL SERVICE TEMPORARY A/C (CENTRAL) &}i KINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK Jki LOOK DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION REASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING NTERCEPTOR RANGE TOP UNDERGROUND TANKS AVATORY OVEN ABOVE GROUND TANKS A'JNORY TRAY WATER HEATER U.F. PRESSURE VESSELS LOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS HOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS . :INK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION ;INK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES .INK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS •EMPOtARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS JRINAL MOTORS OVER 25-100 HP COOLING TOWERS LATER CLOSET MOTORS OVER 100 FP VIOLATION NOIRECT-WASTE'S A/C WINDOW REINSPECTION LATER SUPPLY TO: AIR CONDITIONERS •t 1 A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SW IMMI I NG POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES ;EWER CONNECTIONS SIGN TRANSFGiMERS JTILITY -SEWER SIGN TIME CLOCK JTILITY -WATER FIXTURES ;EPTIC TANK ANTENNA ' tELAY TELEVISION OUTLETS JRAINFIELD, 4' TILE/RES. VIOLATION 'LW & ABANDON SEPTIC TANK REINSPECTION DAKAGE PIT CU. FT. ;UCH BASIN )ISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET t • SOLAR WATER HEATER `, =IRE STANDPIPE 'OOL PIPING • JINN SPRINKLER SYSTEM 3AS RANGE €TER SET (GAS) 3AS PIPING AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION ELECTRICAL MECHANICAL Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1 /10/2005 Applicant: GARY Owner: LEVINSON JOB ADDRESS: 660 Contractor 1ST SERVICE INC Local Phone: 727 - 938 -5562 Parcel # 1132060171980 Signed: LEVINSON GARY GRAND CONC (INSPECTOR) Mechanical Permit Permit Number: MC2004 -45 Contractor's Address: 9394 LONGMEADOW CIR Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 5 LESS E5FT AND ALL LOT 6 BLK 102 Fees: FEE2004 -3549 FEE2004 -3550 FEE2004 -3551 FEE2005 -253 FEE2005 -254 Description CCF Training and Education Fee Technology Fee Building Fee Submittal Fee Total Fees: Amount $2.40 $0.80 $3.00 $140.00 ($50.00) $96.20 Total Fees: $96.20 Total Receipts: $0.00 G Work: ADDITION OF 3.5 TON AMANA UNIT IN Permit Status: ON APPROVED NEwADD TION Construction Value: $4,000.00 � JAiJ 1 o PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Type Insp'n Permit No. Name Address C 0 Compan Phone # os- 7S Inspection Date [ • Approved Correction Re-Insp'n Fee Type Insp'n Permit No. Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date 69 Inspection Date Correction Re- Insp'n Fee &O g-7 � CC1ne 1, C141 etteizeearcze, ROivz' 3a S o Y Inspection Date Correction Re- Insp'n Fee 2 t MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date IS Typelnsp'n 1 t Y Permit No. 0 — LMS Name Address 6(.00 ( roi ov • Company fl ■; &IVY) i Itill C7 ' Phone# � JOS-7� v le 4 RECEIVED APR 0 1 2004 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle) : Building Electrical Plumbing Mechanical Owner's Name ( F e e Simple Titleholder) C A ( i4o ) i ij S Phone # Owner's Address 6�Co c t CC( S City 7 6C State Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Tenant/Lessee Name Phone # Job Address (where the work is being done) 66 o er r - /id C 01JCoJ rse IR.. City Miami Shores Village County Miami Dade Zip SS 3 8 Is Building Historically Designated YES NO ? Contractor's Company Name A`lt 0;14 Ape 406 .U( C &i7`' Contractor's Address Y _ 7 ' f"Eri - C C City d/ r kW 8 ck State ft- Qualifier 'Tr, 66/2- A , c41&o Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Permit N Master Permit Zip 33(38* Phone # Zip 33/ 4 Square Footage Of Work: pP 2,009 16' 205. y- Jiff Type of Work: ❑Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: N i to 2 / e l < CJi ,r £ Y S7` k ct( Si7 du 6 SX hi- gar-1 C I4Y S iti117- f PsDI * **** * * *** *** ** ** * **** **** ** F ees * ** *** * *** * * *** **** * * ** ** *** Submittal Fee $ `, Permit Fee $ !Z(� CCF $ a1, LV" CO /CC Notary $ Training/Education Fee $ F ety Technology Fee $ , )8 Scanning $ 9® Radon $ Zoning - ' Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for El.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, ETC OWNER'S A}141 DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven i' <ays after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a rei' - - 'o - 11 be charged. nt The foregoing instrument was acknowledged before me this 3 day of QT ,20OY,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: APPLICATION APPROVED BY: Chc 12/15/03 0 ,,f Expires October 13, ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature The foregoing instrument was acknowledged before me this f day of 03 , 20 , by who is personally known to m a or who has produced as identification and who did take an oath. • My commission DD157884 NOTARY PUBLIC: Sign: • w My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APR - 5 2004 Plans Examiner Engineer Zoning Project Address Parcel Number 660 GRAND CONCOURSE 1132060171980 Miami Shores Village, FL 33138- Block: Lot: GARY LEVINSON Qwper lnf.4tmatiQn GARY LEVINSON Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 660 GRAND CONCOURSE ...................... .............. Classifies Expiration: 07/10/2008 (954)605 -3617 Applicant .............. Address Phone Cell Contractor(s) Phone MIAMI DADE ROOFING CONTRACTOI 305- 986 -6785 Cell Phone Fees Due Miscellaneous Miscellaneous RENEWAL Total: Amount $137.50 $3.75 $100.00 $241.25 Total I Amt Paid I Amt Due $ 241.25 $ 241.25 Payment Type : Cash $0.00 Valuation: Total Sq Feet: Perm Type: Building Alpha Two: ROOF Alpha Four: ROOF Alpha Five: Residential Alpha Six: SINGLE FAM Pay Amount: 294.08 Bond Retum : Pay Date: 4/7 /2004 Pay Comments: CK 337 $ 4,000.00 0 Available Inspections: Inspection Type : Roofing Roofing Roofing Roofing Roofing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants , or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work . OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated Authorized Signature: Owner 1 Applicant / Contractor / Agent Building Department Copy Wednesday, June 11, 2008 June 11, 2008 Date 1 Bill To None None Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 06/11/2008 06/11/2008 Wednesday, June 11, 2008 Fee Name Miscellaneous LoS TONckt Miscellaneous Cow Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 ......................... Invoice Number: imp -6 -08 -32107 Invoice Date: June 11, 2008 Permit Number: BP2004 -448 Fee Type Calculated Calculated REG C07 0611 Total Fees Due: Fee Amount $137.50 $3.75 $141.25 Payments Date Pay Type Check Number Amount Paid Change 06/11/2008 Cash $141.25 $0.00 Total Paid $141.25 Total Due: $0.00 I 1229 MC001 G52259 CASH $141.25 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/6/2004 Applicant: GARY Owner: LEVINSON JOB ADDRESS: 660 Contractor Local Phone: 305 - 986 -6785 Parcel # 1132060171980 Signed: GRAND CONC (INSPECTOR) Building Permit Permit Number: BP2004 -448 LEVINSON GARY MIAMI DADE ROOFING CONTRACTORS COMBA's Address: 945 79 TERRACE Permit Status: APPROVED Permit Expiration: 9/28/2004 Construction Value: $4,000.00 Work: RE -ROOF FLAT AND SLOPE OF ADDITION Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 5 LESS E5FT AND ALL LOT 6 BLK 102 Fees: FEE2004 -3543 FEE2004 -3544 FEE2004 -3545 FEE2004 -3546 FEE2004 -3547 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $275.00 $2.40 $0.80 $6.88 $9.00 $294.08 Total Fees: $294.08 Total Receipts: $0:00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permit No. Contractor's Name: r f Low Slope Asphaltic Shingles E Prescriptive BUR -RAS 150 Section A (General Information) Process No. Job Address: Miami Dade Roofing Contractors In 660 G ( ,j [ ez.,if JJ!Se Roof Category E Mechanically Fastened Tile I Metal Panel/Shingles E Other. Roof Type F New Roof E Re-Roofing I Recovering E Repair E Maintenance Are there Gas Vent Stacks located on the root? E Yes F No Roof System Information Section B (Roof Plan IA/16ot S,a /es f2_ 35 &25 F Mortar /Adhesive Set Tile E Wood Shingles/Shakes If yes, what type? I Natural r LPGX Low slope roof area (ft. 1 Steep Sloped area (tt. g®- Total (ft. 1 Z l ) Sketch Roof Plan: Ilustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and leve s, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a ): Comer Size (a' x a7 1 1 i ■■ i ■ ■ E M ■■ •i ■■ M. MEM .n ■°.•.•..i■ • i NEMESES= ■ ■n■■ nil IMMEi■ ■■EME ii NM MEM ■■ ■ ■■■■■■■E■■ ■■■n■ ■■ ■ E • MMOM I,■ ■ ■ a° ■ ■ C ■■n■■■■�i■ i■ ■ ■ i■ ■ �■'�iEMENEE■ ■ ■■■■■u.■ ° n■■■ ■ i Mil Mn ■■■■ ■n■ ■■■� ■ MN MENEMEMEMEEMOMM ■■■ _ ■■ ■ ■■ ■■ ■■ ■■■■ .11101.141111111111151111 M■■■11■■M ■ ■■■ ■n■■ . . 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DM'S ■n■ _n ■■E I .. ■■■ • ■■■■■■■■■■•■� MEn■i� t a I i•R1 Ill 1 1 1 Fl 117 FT III 1 I 1— Other Deck Type: 1N /A Jost Spacing: 1N /A Slope: J 1 /8 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION System Manufacturer: (GAF NOA No:103- 0501.05 Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -52 Pmax 2:1 Pmax3:1 - 131.4 Maximum Design Pressure, From the Specific NOA System:152.5 Deck type: 11" x 8" T & G ' These decks require a fastener pull test by an approved test labratory AncnoriBase Sheet & No, of Ply(s): IN /A AncnorBase Sheet Fastener /Bonding Material: 1N /A Insulation Base Layer /Size & Thickness: 1N /A Base Insulation Fastener /Bonding Material: 1N /A Top Insulation Fastener /Bonding Material. 1N /A InsLlat on Top Layer /Size & Thickness: 1N /A Page 3 Wood Nailer: IN /A Base Sheet(s) & No. of Ply(s): 11 #75 Base Sheet Base Sheet Fastener /Bonding Material: 11 1/4 R.S Ply Sheet(s) & No. of Ply(s): 12 plies of fiberglass ply #4 Ply Sheet Fastener /Bonding Material: Asphalt Type III, IV Drip Edge Size & Gauge: 13„ face 26 ga. Drip Edge Material Type: IGalvinized Metal 11 Hook Strip /Cleat gauge or weight: I N/A ..1 Coping Metal: IN /A Top Ply: 'mineral cap sheet Top Ply Fastening /Bonding Material: (Asphalt Type III, IV Surfacing: 'Granules FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 11 1 /<" R.S. Nails NUMBER OF FASTENERS PER INSULATION BOARD Field: J Perimeter: J Corner: Alternate Fasteners: JN /A 1. Field: J9 " o/c @ laps & J 6 rows @ 19 " o,c 2. Perimeter: l 6 " o/c @ laps'& J4 rows @ J " o ;c 3. Corners: J6 " o/c @ laps & J4 rows @ 16 0.0 W CAPSNeT BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFT1TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAF111'E) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GA1'1T1'E) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18of21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or Yz Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corner's). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 >t150F COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Foam: 'Poly -Lso" or "Poly -Iso Special" with "Polyfoam 251' or "Polyfoam 303', 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050", applied at 1 ( 3aJa pLicaton or three applications, applied 1 -1/4 gat /sq/application Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 al s (12 dry mils). 9 / q 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoarn 251" or "Polyfoam 303 ", 1 in. min. 99 Base Coat One or two applications "Gacoftex UB- 7050", applied at 1 (16 g /applmati n or three applications, applied 1 -1/4 gal/sg /application SSurfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. ��// Base Surfacing "Gacoftex S 1000", app at 1 gal (0 d mils). 32. Deck: NC Incliner 1 Foam: "Polyfoam 251' or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat: 'Gacoftex A- 6211', 1 -1/2 gal/sq (14 dry mils). Surfacing: "Gacoflex A -6200" series (various colors), 1 -1/2 gal/sq (14 dry mils). GAF MATERIALS CORP R1306 (N) 1361 ALPS RD, WAYNE NJ 07470 'PUBEROID 20' or "RUBEROID Modified Base Sheet' may be utilized as an alternate to Type G2 base .sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia -Padfic 'Dens - Decks' overtayment board may be used in any existing noncombustible deck Classification. When this is done, n sdceptable for use over e, the resulting roofing system 'is gypsum board and overiayme t ntboard' are offset 6 iri�vnth the joint - in the • deck. If polystyrene is part of the roof system, it must be placed below the overiayment board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT 'pe G2 asphalt glass mat base sheet ( "GAFGLAS•f75,.Base Sheet") is a .cable alternate for Type 01 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" of '6AF{LAS Pty 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass'mat base sheet ' GAFGLAS Stratavent Vent -Ply) perforated" or GAFGLAS Stratavent (Vent -Ply) for nailable decks'. Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" a 'GAFGLAS Stratavent (Vent -Ply) for nailable decks") may be substituted for 61.asphaft glass fiber ply sheet ("GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") as the railed base ply in the following systems. • Bottom ply or base sheet may solid mopped, spot mopped or Mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. '6AFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. kfien 'perlite is referenced, this includes "GAFTEMP PERMALITEw" or any atner UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, 8 or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems dues not adversely effect the atincg. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck xith rosin paper (perlite /rosin paper /polystyrene /perlite) is a citable alternate for isocyanurate board in the following Class A, 8 or C sterns. C poosit P A i may be substituted for any any at Isotherm insulation and "GAFTEMP in any of the f tb,ring Classifications. Class A, iwt roofing aspnalt,•for use with organic a C C. dglass felts or modified bitumen membranes. Class A !cif.; C -15/32 Incline; 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isotyanurate, urethane, perlite/isocyanurate composite, perlite/ LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Conriiiue.I urethane composite, wood fiber / isocyanurate composite, thickness. Ply Sheet: Three or more layers Type 01 " GAFGLAS Ply 4' o 6 ", hot mopped.. Surfacing: GraveL 2, Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, ■4c' d fiber, fiber, isocyanurate, urethane, perlite /isocyanurate comp osite, per urethane composite, wood fiber / isocyanurate cumpus;te, phenolic, thickness. Ply Sheet: Three or more layers Type 01 " GAFGLAS Ply 4' ocr "GAFGL,e •6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Shee 3. Deck: NC Incline: 2 Insulation (Optional): One or more Layers perlite, woced fiber, fiber, isocyanurate, urethane, perlite / isocyanurate comp4osite perl urethane composite, wood fiber / isocyanurate composite, pi henoL c 2 max. Ply Sheet: Two or more layers Type 61 " GAFGLAS Ply 4" or " GAFGLAS 6 ". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet 4. Deck NC Incliner 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asp!' lt•glass fi mat system. Deck: C -15 32 incline: 1 phenolic r' "GAFGLA Base Sheet:One layer of Type G2 "GAFG #75 Base Str:c•er (may nailed). Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4' oar GAFGLAS 6 ". Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Stu faced Cap Shee 6. LUSr Base Sheet: One layer of Type G2 " GAFGLAS #75 Base Sheet", • Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4' or GAFGLAS f 6 ". Cap Sheet: One layer of Type G -3 " GAFGLAS Mi nerd Sur faced Cap - Shee • 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyarrur�te, urethar perlite /isocyanurate composite, perlite /urethane corn posi te, : phenoki 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G1, G2 or 03. Membrane: One or more layers of "Ruberoid Torch' (smooth or grar.ute "Ruberoid Torch Plus" (granule), "Ruberoid Mop` (srnoctn . r granule) "Ruberoid Mop Plus" (granule). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 • Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, gias fiber, isocyanurate, urethane, perlite/isocyanurate composite, pe:cite urethane composite, wood fiber/isocyanurate composite, phenolic, an thickness. Base Sheet Two or more layers of Type G2 or 63. Ply Sheet (Optional): One or more layers of Type Gi. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule) "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) o "Ruberoid Mop Plus" (granule), Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet', hot mopped. 1. Deck C-15/32 Class B / Incline: 3-1/2 Insulation (Optional): One or more Layers perlite, ,cod rber, gglas: fiber, isocyanurate, urethane, perlite /isocyanura te composite, perlite, urethane composite, wood fiber / isocyanurate composite, phenolic, an thickness. Ply Sheet Two or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGL&5 y Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers pertice, w.od fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composit e, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic. any thickness. Base Sheet: Two or more layers of Type G1, G2 or 03. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (sinootn or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 1. Deck: C-15/32 Class C Incline: 1/2 Insulation (Optional): One or more layers perlite, +,food fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: Iv r "/12" Roof Mean Height: 10 Ridge Ventilation: Ink Method of Tile Attachment: 'Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: In /a Clip Spacing for Metal Roof Panels Field: I Perimeters: I Comers: Perimeter Width: �r Section D (Steep Sloped Roof System) Sloped System Description Deck Type: 11"X 8" T & G Page 4 Altemate Deck Type: i n /a Underlayment type: 130 lb Insulation /Fire Barrier Board: I n /a Optional Nailable Substrate: I n /a Fasteners: 11 1/4 RS nails Cap Sheet Type /Adhesive Type: 'Asphalt type 4 Roof Covering: 'Spanish s clay tile Roof Covering Attachment Method: 1PolyPro Drip Edge Size & Gauge:1 face 26 ga. Drip Edge Material Type: I Galvinized Metal J Drip Edge Fastener Type: 11 3/4 RS nails Hook Strip /Cleat ga. or weight I N/A Roof System Manufacturer: 'Santa Fe Tile Corporation Notice of Acceptance Number: 100 1212.06 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): p 1 : 49.2 P 2: 95.1 p3 :f95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: Iv r "/12" Roof Mean Height: 10 Ridge Ventilation: Ink Method of Tile Attachment: 'Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: In /a Clip Spacing for Metal Roof Panels Field: I Perimeters: I Comers: Perimeter Width: �r Section D (Steep Sloped Roof System) Sloped System Description Deck Type: 11"X 8" T & G Page 4 Altemate Deck Type: i n /a Underlayment type: 130 lb Insulation /Fire Barrier Board: I n /a Optional Nailable Substrate: I n /a Fasteners: 11 1/4 RS nails Cap Sheet Type /Adhesive Type: 'Asphalt type 4 Roof Covering: 'Spanish s clay tile Roof Covering Attachment Method: 1PolyPro Drip Edge Size & Gauge:1 face 26 ga. Drip Edge Material Type: I Galvinized Metal J Drip Edge Fastener Type: 11 3/4 RS nails Hook Strip /Cleat ga. or weight I N/A Mean Roof Height in Feet 15 ' 20 ' 25 ' 30 ' 40 ' Roof Slope 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: 49.2 x A 0.297 - Mg: 5.82 = Mr1: 9.33 NOA Mf: 61.9 P 2: 95.1 x A 0.297 - Mg: 5.82 = Mr1: 22.42 NOA Mf: 61.9 P 3: 95.1 x A 0.297 - M 5.82 = Mr1: 22.42 NOA Mf: 61.9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: � NOA Mf: 1 Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 1524 HVHZ FBC REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS Pursuant to the Florida Building Code, it is the responsibility of the Roofing Contractor to provide the owner with the required roofing permit and to explain to the owner the content of this section regarding the installation of a roofing system. Additionally, the following items should be addressed . The owner `s initial in the designated space indicates that the item has been explained. • Aesthetics — Workmanship: The workmanship provisions of Chapter 15 FBC (HVHZ) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions aesthetic issues such as color or architectural appearance, that are no part of a zoning code, should be addressed as part of the agreement between the owner and the contractor Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (HVHZ) Common roofs: Common roofs are those which have no visible delineation between neighboring units (ie townhouses, condominiums etc). In buildings with common roofs, the roofing contractor and / or owner should notify the occupants of adjacent units of roofing work being performed. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roof nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. Ponding water. The current roof system and / or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof Ponding can be an indication of structural distress and may require the review of a Professional Structural Engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Overflow scuppers: It is required that rainwater flow off so that the roof is not overloaded from a build -up of water. Perimeter / edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: (1514.4.2 FBC) Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to co . r additional venting which can result in extending the service life of the roof. 3 - 3J - S / AGENT SIGNITURE DATE .M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fe Tile Corporation 10302 N.W. South River Drive, Bay #16 Medley ,FL 33178 The expense of such testing will be incurred by the manufacturer. APPROVED: 02/01/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 3752558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 00- 1212.06 EXPIRES: 02/01/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIHC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building • Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\s0450001 \pc2000\ \templates\ notice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: 07320 Roofing Tiles Materials Deck Type: 1. SCOPE This renews a roofing system using Santa Fe " Santafe S" clay roofing tile, manufactured by Santafe Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santafe `S' Clay Roof Tile Trim Pieces Product Tile Screws 3. LIMITATIONS 3.1 3.2 Clay Roof Tiles Wood Approval Date: February 1, 2001 Expiration Date: February 1, 2006 Test Product Dimensions Specifications Description I = 18" PA 112 One piece high profile clay roof tile w = 11.5" equipped with two nail holes. For nail -on, %2" thick mortar set and adhesive set applications. 1= varies PA 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying Manufactured for each tile profile. thickness 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Dimensions #8 x 2 -%2" long 0.130" shank dia. 0.178 flute dia. Test Product Specifications Description PA 114 Stainless Steel Appendix E 2 uloaga, RRC Manufacturer generic Fire classification is not part of this acceptance. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami - Dade County Certified Laboratory to perform quarterly test in accordance with PA 112 a . shall be submitted to the Building Code Compliance O� • el ,.. �1 � • Ay ___,...„.— Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment- Mf (ft -Ibf) For Nail -On System Tile Profile Tile Application Two Nails One Screw Two Screws One Screw w/ Clip Two Screws w/ Clip Santafe S Direct Deck 21.8 29.16' 38.28 57.31 57.60 Battens Direct Deck Battens Direct Deck Santafe 'S' 61,77 1. Approved screws as noted Product manufactured by others' Table 2: Restoring Moments due to Gravity -114_ Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems 7 ":12" greater Battens Tile Profile Tile Application Attachment Resistance Santafe 'S' 4 ":12" Mortar Set 23.6 Adhesive Set 61.9 Table 2: Restoring Moments due to Gravity -114_ (ft -Ibf) 6 ":12" 7 ":12" greater Battens or Direct Deck Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 N/A SANTAFE TILE CORPORATION ACCEPTANCE No.: 00 1212.06 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miariti Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations 3 Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Aerodynamic Multiplyers— X(ft Tile X (fta) I (ft3) Profile Batten Application Direct Deck Santafe 'S' 0.274 0.297 SANTAFE TILE CORPORATION ACCEPTANCE No.: 00 1212.06 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miariti Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.1.2 Data For Attachment Calculations 3 Frank Zuloaga, RRC Roofing Product Control Examiner SANTAFE TILE CORPORATIQN ACCEPTANCE No.: 00- 1212.06 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING SANTAFt "SANTAFE S" CLAY ROOF TILE 4 Frank Zuloaga, RRC Roofing Product Control Examiner ',rum iarr. ills, Il,unrUKAHUN ACCEPTANCE No.: tio- 1212.u6 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 ( years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, Mate, and the following statement: "Miami -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 Miami -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 be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, ¢hall 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 through 5 END OF THIS ACCEPTANCE 5 Frank Zuloaga, RRC Roofing Product Control Examiner MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stuebner Road Spring ,TX 77383 -1132 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO 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.: 01- 0521.02 EXPIRES: 05 /10/2006 APPROVED: 06/14 /2001 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 PRODUCT CONTROL DIVISION . (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11s045000I \pc200011templates1notice acceptance cover page.dot Internet mail address: postmaster ®buildingeodeonline.com Homepage: http://www.buildingeodeonihie.com Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro® RTF1000 ProPack® 30 & 100 Dimensions N/A N/A N/A 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 ASTM D 1621 Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 2 Test Specifications PA 101 Approval Date: June 14, 2001 Expiration Date: May 10, 2006 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. Results 1.6 Ibs.ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / •Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan Humidity, 2 weeks Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. 1- -w F'- ' MS 4. INSTALLATION 4.1 Polypro i.,q AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use ofPolypro'i AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro 'x AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to s 3 Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 ' PoIyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enoughadbeehre to achieve 17 to 23 OplIona12z4'stor square him in contact with the pan the 8"eP Pitch aPPllcaens 2) Tum covers upsidedown. Plane adhesive 112 in. Tot In. From outside edge of cover We. Than Install the the. underlajmont toP OW ease coursectnattlte, Abaitoaxon name ref � v id of are flush et ease llne, Ease Weep .le Fascia shown) pnorter 5 ACCEPTANCE No.: 01- 0521.02 Nall through plash anent Frank Zuloaga, RRC Product Control Examiner ' Polvfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products. Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement x3 In. Single paddy an under- layment Single paddy on tap of rile Sirs* paddy under tile Paddy (between the) Paddy (under tile) Eava come hi. X7 In. moduli size paddy eava Fascia course only Nall through plastic cement 7 3 In.x 3 In. SIR* Paddy a n underlayment Single paddy on top of tile Eava Course 7 ACCEPTANCE No. : 01-0521.02 Single paddy between tile Sava Closure 2 In. x 7 In. medium size paddy eave course only Fascia Single paddy under tile Single paddy batmen tile 2 in. x 7 In. median eke par* eave course only Frank Zuloaga, RRC Product Control Examiner , ■■■••■•■=1:V..... Fascia Waaphole Save closure Drip edge ' Po*foam Products, Inc. ACCEPTANCE No.: 01- 0521.02 1. 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. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", 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 Miami -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 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products Inc. NOTICE OF ACCEPTANCE: EVIDENCE SIIBM1TTED (For File ONLY. Not part of NOA.) .. A. DRAWINGS: NONE B. TESTS: Test Agency Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Celotex Corp. Testing Services Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 E -1 ACCEPTANCE No.: 01- 0521.02 Test Name/Report Miami Dade Protocol PA 101 Miami Dade Protocol PA 101 SSTD 11 -93 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 PA 114 03/14/96 Miami Dade Protocol PA 101 10/23/98 Miami Dade Protocol PA 101 12/28/98 Date 04/08/94 12/16/96 10/25/95 Frank Zuloaga, RRC Product Control Examiner { Polyfoam Products Inc. ACCEPTANCE No.: 01- 0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07/99 D. MATERIAL CER IJi1CATIONS: NONE E. STATEMENTS: NONE E -2 Frank Zuloaga, RRC Product Control Examiner BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JUL 012fl4 mac,. Electrical Owner's Name (Fee Simple Titleholder) G R l et 1e J "5 fir' $L C$ cAea pt Phone # Owner's Address L0 jj$ O kco-' (S City 0 I A- t1\ 9A 0( e5 State ek Zip $ 1 3/5 Tenant/Lessee Name Phone # Job Address (where the work is being done) 660 � ' Prrt `'� C� ) co) 1 Q R., City Nfiami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company NamellliWil NIL Lo(-0,)(2 GrA6 Aeio Contractor's Address b6 7 G.) U3( ' ( City (s/ D Pt 'r\ State F Qualifier R a G rG R O_ C o Qe) State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit g Type of Work: ❑Addition DAlteration ❑New Describe Work ( k t ) ®6" $ L7k'•L`c 6 * * * * * * * * * * * * * * * * * * * * * * * * * ** *F 00_ 0 6 Submittal Fee $ SO' IANK4 6 Permit Fee $ lC2 Notary $ 0 Training/Education Fee $ Scanning $ �— Radon $ CCF $ �l a CO /CC Technology Fee $ t2/5 Zoning .� Bond $ 5) 756.8972 Permit No. C)G a 9 ��� Master Permit No. Plumbing Mechanical zip 3313% Phone # ?i ' 43 .5`11 zip 5515o Square Footage Of Workl ❑ Repair/Replace ❑ Demolition ** * * * * * * * * * * * * * * * * * * * * * * ** Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ - z ( -3 )c I,C_i. 2--i' (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for RLRCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of - , 20 0 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: P Vpn J My Commission Expires: R y commission 00157854 Expires October 1a, wnoo ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature NOTARY PUBLIC: Sign: Print: Co i.,-f or The foregoing instrument was I acknowledged before me this day of ,n-- , 200E1, by who is personally known to me or who has produced as identification and who did take an oath. 1 -ALA a •► a. of of ,,d Expires October 13, 2006 Javie My Commission Expires: ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUL - 2004 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -903 Printed: 7/6/2004 Applicant: GARY LEVINSON Owner: LEVINSON GARY JOB ADDRESS: 660 GRAND CONC Contractor MIAMI DADE ROOFING CONTRACTORS CO I /Adters Address: 945 79 TERRACE Local Phone: 305 - 986 -6785 Parcel # 1132060171980 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 - 14 LOT 5 LESS E5FT AND ALL LOT 6 BLK 102 Fees: Description Amount FEE2004 -6725 Building Fee $100.00 FEE2004 -6726 CCF $0.60 FEE2004 -6727 Training and Education Fee $0.20 FEE2004 -6728 Technology Fee $2.50 FEE2004 -6729 Scanning Fee $9.00 Total Fees: $112.30 Total Fees: $112.1 ate Total Receipts: 0 C1c4- 7 54) Permit Status: APPLIED Permit Expiration: 12/28/2004 Construction Value: $900.00 Work: INSTALLATION OF SKYLIGHTS Signed: (INSPECTOR) Page 1 of 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: i Dade Roofing Contractors In 1660 Grand Concourse Dr. I Low Slope r Asphaltic Shingles r Prescriptive BUR -RAS 150 gh Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section A (General Information) r Permit No. Process No. Low slope roof area (ft.') d Roof Category Mechanically Fastened Tile r Metal Panel/Shingles Iz'omen5 (1 Job Address: Miami Shores FL 33138 1 r Mortar/Adheshre Set Tile r Wood Shingles/Shakes Roof Type New Roof r Re- Roofing r Recovering r Repair r Maintenance Are there Gas Vent Stacks located on the roof? r Yes F No If yes, what type? r Natural r LPGX Roof System Information Steep Sloped area (ft.') 1 Total (R') I Section B (Roof Plan) �IC ■. ■ ■ ■.. .. _ I MUM I I. 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Anvil ■ MM ?O xE; ■ ■ ■■ imam ..■ : I ,s? ■ ■ ' n ► ,, U ■ ■ •. ■ ■.■■■ - m ■ ■ ■.......■ _. . ■■ ` i �1' 0 / ■■ 1 11 ■ �� 1 . 111111111111 �r : ` :: u • : •• •• ::= :ll■■■■■■■■■■m ■ ' ■. .■, ' 0 M.■■M.0.11111 C./ ■ U• . l m 0 gm 14 i t Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and Iocatian of parapets. Perimeter Width (a'): I Corner Size (a' x a'): 0�0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Birdview Skylights. 201 Longhorn Rd. Fort Worth, TX 76179 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MRI II, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Scope: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is detennined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Framed Polycarbonate Domed Skylight. APPROVAL DOCUMENT: Drawing No. EB696, model "6SFD -DADE ", sheets No 1 of 1, prepared by Birdview Skylights dated 07/26/00 with no revisions bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein and the dome shall be properly marked by GE Plastics. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00 0524.02 it consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Candi Jont, P.E. NOA No 03-0303.11 Expiration Date: July 02, 2008 Approval Date: June 05, 2003 Page 1 Birdview Skvliehts. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD- DADE ", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N. Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD-DADE Self Flashing Aluminum/Polycarbonate Skylight ", prepared by Miami Testing Laboratory, report No. K -49362 issued on 09/10/96, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 2 through 5, dated 08/21/96 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 0718.02 issued to General Electric Company on 09 /08 /2000,expiring on 07/02/2003. 2. Extrusion drawings No. BVS- X10947 -A & BVS 8554 by Tel Tower Extrusions, LTD for Birdview Skylights. E. STATEMENTS 1. No change letter issued by Birdview Skylights, on 08/10/2000 and signed by E. Bird. 2. No change letter issued by Birdview Skylights on 02/11/03 and signed by G. E. Bird. E -1 Candido F, Font, P. E. Senior Product Control Examiner NOA No 03-0303.11 Expiration Date: July 02, 2008 Approval Date: June 05, 2003 4" M NIMUM SEE GENERAL NOTES 82 VIPIN N. TOLAT, P.E. REGISTERED CIVIL ENGINEER FLORIDA REG. 12847 ADE COUNTY ACCEPTANCE NUM E 00-0524.02 BIRDVIEW SKYLIGH THE CLEAR CHOICE 201 LONGHORN RD. FT. WORTH TX. 761 Ph. 817-439-9266 Fx. 817- 2328468 DRAWING() EB696 REV. 00 SHEET 1 OF 1 DRAWN BY: E. BIRD DATE: 7 - 26 - 0( MODEL 65FD -DADE SCALE: FULL • ) • 150 2 375" 6.0" ' DESIGN PRESSURE RATING POSITIVE + 56 PSF & NEGATIVE - 67 PSF LARGE MISSILE IMPACT RESISTANT 10% OF SPAN, 4" MIN. APPROWDMODELS & St2S* MODEL NUMBER 165FD1818 6SFD1820 • 6SFD1826• 6SFD1834 ' 6SFD1850• 6SFD2424 • 6SFD2436 6SFD2626' 65FD2634• 65102638 • 6SFD2650• 6SFD3434 ' 65FD3450 6SFD3636 65105050 SIZE ROOF OPENING 14 1/4" X 14 1/4" 14 1/4" X 16 1/4" 14 1/4" X 22 1/4' 14 1/4° :( 30 1/4° 14 1/4 "X46 1/4" 24" X 24" 24 "X36" 22 1/4° X 22 1/4" 22 1/4" X 30 1/4° 22 1/4 X 34 1/4" 22 1/4 "X46 1/4" 30 1/4" X 30 1/4" 301/4" X 461/4" 36° X 36° 46 1/4 "X 1/4" ROOF OPENING DIMENSION R S GENERAL NOTES: 1. ALL ROOFING DETAILS SHALL COMPLY WITH CHAPTER 34 OF THE S.F.B.C. 2.4° MININUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE OR BUR WITHOUT INSULATION. FOR INSULATION AND ROOF 11LE5, ADD THE TILE HEIGHT AND THE INSULATION THICKNESS TO THE 4° MINIMUM HEIGHT. OUTER POLYCARBONATE DOME (GE LEXAN XL10) .118° THICK INNER POLYCARBONATE DOME (GE LEXAN 9034) ; 090° THICK ' PRODUCT RENEW. es cerapOIsg with Oe Nand• WA*Ca3a Accrvsyme NoO ^►,,.. ,1y Eggerafica ` ft; !.B E. SIUCONE ADHESIVE SEALS(SCS 1000) 810 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 4" FROM EACH CORNER AND, 10" MAX ON CENTER THEREAFTER 070" EXT. ALUMINUM ANGLE(6063 -T5) .090' EXT. ALUMINUM (6063 -T5) CURB FRAMING • ROOF DECK AND SUPPORT (DESIGNED BY OTHERS) — SEE GENERAL NOTES 81 1 IMO 111■1101111:11■111101■■ A//ROIED AS commie MTh THE SHE '-: CME DAtf G OMS10i BUILDING CODE COMIWIICE MICE NIL 0-052402 CONTINUOUS 101-64 SANTOPRENE RUBBER GASKET81115 CONDENSATE GUTTER WITH .25" WEEP HOLE LOCATED AT EACH CORNER 810 X 3/8 STAINLESS STEEL HWHSMS LOCATED 4° FROM EACH CORNER AND, 10" MAX ON CENTER THEREAFTER NOTE: ALL ALUMINUM 10 BE 6063 -T5 ALLOY FULLY MITERED AND WELDED AT CORNERS 814 X 1" PAN HEAD LAG SCREW 4.0" FROM EACH CORNER, MAXIMUM ON CENTER 12" 2 000 — 5/8' PLYWOOD DECK Inspection Date: 01/17/2006 Inspector: Grande, Claudio Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Street Miami Shores Village, FL 33138- Project: <NONE> Contractor: LEADING BUILDERS, INC Building Department Comments Thursday, January 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Alteration Phone Number (954)605 -3617 Parcel Number 1132060171980 Lot: Phone: 954/605 -3617 Page 1 of 2 r Passed l ' t ` Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/17/2006 Inspector: Grande, Claudio Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Street Miami Shores Village, FL 33138- Project: <NONE> Contractor: LEADING BUILDERS, INC Building Department Comments Thursday, January 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Alteration Phone Number (954)605 -3617 Parcel Number 1132060171980 Lot: Phone: 954/605 -3617 Page 1 of 2 Inspection Date: 01/09/2006 Inspector: Grande, Claudio Project: <NONE> Building Department Comments Friday, January 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Street Miami Shores Village, FL 33138- Contractor. LEADING BUILDERS, INC Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Alteration Phone Number Parcel Number 1132060171980 Lot: Phone: 954/605 -3617 Page 2 of 2 f Passed �! 6 r I 0 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/09/2006 Inspector: Grande, Claudio Project: <NONE> Building Department Comments Friday, January 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Street Miami Shores Village, FL 33138- Contractor. LEADING BUILDERS, INC Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Alteration Phone Number Parcel Number 1132060171980 Lot: Phone: 954/605 -3617 Page 2 of 2 Inspection Date: 01/11/2006 Inspector: Grande, Claudio Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Street Project: <NONE> Miami Shores Village, FL 33138- Contractor: LEADING BUILDERS, INC Building Department Comments Tuesday, January 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Alteration Phone Number Parcel Number 1132060171980 Lot: Phone: 954/605 -3617 Page 1 of 2 E Passed l Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/11/2006 Inspector: Grande, Claudio Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Street Project: <NONE> Miami Shores Village, FL 33138- Contractor: LEADING BUILDERS, INC Building Department Comments Tuesday, January 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Alteration Phone Number Parcel Number 1132060171980 Lot: Phone: 954/605 -3617 Page 1 of 2 20 December 2004 Building Official Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FI. 33138 Re : Levinson Residence Addition 660 Grand Concourse Miami Shores, FI. 33138 As Iw.- ys, Andra " Faulkner, R.A. Princip I DZN I T'L. INC. DZN ARCHITECTURE ENGINEERING CONSTRUCTION ■ • • STATEMENT OF INSPECTION This office has performed Inspections at the above referenced project location and as per the attached log of inspections. The inspections were for the foundation concrete footing, concrete slab, concrete tie columns cbs walls , and the concrete tie beams. Also inspected were the size and placement of the reiriforcing steel rebars. The above work was acceptable and Installed In a workman like manner as per the Florida Building Code, latest edition. Should you have any question, and or comments, please do not hesitate to contact this office. MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 25 June 2004 Building Official Miami Shores Village Building Department 10050 NF 2nd Avenue Miami Shores, FF. 33138 Sir / Madam : Alw ays An rae Faulkner, R.A. Pri cipal DZ, INT'L. INC. ■ Re : Levinson Residence Addition 660 Grand Concourse Miami Shores, FI. 33138 Revision No: BPO4 -11 ARCHITECTURE ENGINEERING PLANNING Please be advised that on Friday,18 June, 2004, this office inspected the reformed concrete tie column at the southwest corner of the new game room for the above referenced project. The concrete column was a minimum size 8" x 12" w/. (4) #5 rebar vertical and #3 ties @ 12" c /c. The above reformed concrete tie column was acceptable and installed in a workman like man as per the Florida Building Code, latest edition. Should you have any question, and or comments, please do not hesitate to contact this office. MIAMI DESIGN CENTRE 4141 fior NJE Inspection Date: 01/09/2006 Inspector. Grande, Claudio Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Street Miami Shores Village, FL 33138- Project: <NONE> Contractor: LEADING BUILDERS, INC Building Department Comments Friday, January 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon05)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Alteration Phone Number Parcel Number 1132060171980 Lot: Phone: 9541605 -3617 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/09/2006 Inspector. Grande, Claudio Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Street Miami Shores Village, FL 33138- Project: <NONE> Contractor: LEADING BUILDERS, INC Building Department Comments Friday, January 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon05)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Alteration Phone Number Parcel Number 1132060171980 Lot: Phone: 9541605 -3617 Page 2 of 2 E Pest Related Services Pre - Construction Termite Treatment 1-800-698-7998 License #4439 Property Information Treatment Date a- ).� •US Time: e b 00 Lot Block Subdivision Name 6 60 6.f C ®rco &e' Street Address (if known) V11./1 . . \ail ©rk.. City Owner Name (if known) Treatment Type (Must check one): Ini 'al Under -Slab Supplemental _\J Wood Treatment Final Product applied: Chlorpyrifos Cypermethrin Bora -Care Other Concentration: - % Mixed Product Applied. S Gallons Square feet treated: Linear feet treated. El If box is checked, then either a final perimeter liquid treatment has been completed or a wood treatment is completed and the following statement is applicable: CERTIFICATE OF COMPLIANCE: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agriculture and Consumer Services. Applicator's Name (Please Print) State Zip Builder / Contractor Information Name of Builder Shell Contractor Construction Type Monolithic Floating / Stemwall Patio Entry Driveway cok Product / Treatment Information 4a g nst aeper nation progra for more informa C: \...\amwarfimtvantage forms\preama«ordAn 2800 NW 22°° Terrace, Pompano Beach, FL 33069 (954)968 -7717 fax (954)968 -2922 www.advantagepest.com on Inspection Date: 01/03/2006 Inspector: Grande, Claudio Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Street Miami Shores Village, FL 33138- Project: <NONE> Contractor. LEADING BUILDERS, INC Department Comments Thursday, December 29, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph"): (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Number Permit Type: Residential Construction Inspection Type: Slab Work Classification: Alteration Parcel Number 1132060171980 Lot: Phone: 954/605 - 3617 Page 1 of 2 Passed Inspector Comments X A.ne-eta cw-s--) r-4-6.-4-(2 a54e4-644-T-) Failed EN& Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until on Inspection Date: 01/03/2006 Inspector: Grande, Claudio Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Street Miami Shores Village, FL 33138- Project: <NONE> Contractor. LEADING BUILDERS, INC Department Comments Thursday, December 29, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph"): (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Number Permit Type: Residential Construction Inspection Type: Slab Work Classification: Alteration Parcel Number 1132060171980 Lot: Phone: 954/605 - 3617 Page 1 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/21/2005 Applicant: GARY Owner: LEVINSON JOB ADDRESS: 660 Contractor INFINITY PLUMBING Local Phone: 954- 979 -6067 Parcel # 1132060171980 Plumbing Permit Permit Number: PL2005 -338 LEVINSON GARY GRAND CONC Contractor's Address: 1830 S. W. 69 TERR. Page 1 of 1 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOT 5 LESS E5FT AND ALL LOT 6 BLK 102 Fees: FEE2005 -14788 FEE2005 -14789 FEE2005 -14790 FEE2005 -14791 FEE2005 -14792 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $180.00 $0.60 $0.20 $4.50 $3.00 $188.30 Total Fees: $188.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/20/2006 Construction Value: $1,000.00 Work: INSTALLATION OF NEW BATH PLUMBING Signed: (INSPECTOR) Signed: (Contractor or Builder) BY: ; DEC 0 2 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. �A e - V .... .n • —. County Miami -D - --,p ,, . e NE '.c: s 4,,„... ,.., .. 1' * NO BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YE $ Value of Work For this Permit Type of Work: ❑Addition ['Alteration Describe Work:. Code Enforcement $ (Continued on opposite side) State Total Fee Now Due $ \__ • _.Ju - Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) 61#'M" Owner's Address 60 "tt 00∎INO Cen‘si COO V--' City KAINU S ' Contractor's Company Name Ivvl`t e t 1,`-L-- (l I mo '- •°r 4. Contractor's Address t q 3 0 J Lt) r - 1Y� yt l qe,t_ City E UZk k 1. U.O€gc. L_(. State f Zip 3 S ©6.Q. Qualifier r -e5 f — 5 A-1k%, lam-/ State Certificate or Registration No. � t '1 2. (4). - 2 — Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # [New Structural Plan Review. $ (b 1-1/C Permit No. 2t Master Permit No Phone # Mechanical Roofing Phone # . v‹ ' te2 . S' i I - Zip Phone # Qs'y 97q May 16 2O5 ❑ Repair/Replace ❑ Demolition Square rootage Of Work: s****************************** ea-410 etao Submittal Fee $ Permit Fee $ Jib -- CCF $ O e0 CO /CC Notary $ Training/Education Fee $ (F el° Technology Fee $ 4 50 Scanning $ 3 00 Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address • • City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job.site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced NOTA"L PUBLIC: Sign: Print: ( -\.I My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature Contractor The foregoing instrument was acknowledged before me this day of Donna Davison M Seetatission 4008e * ** Expires September 01 2007 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PU&>uIC: Sign: Print: ,20,by My Commission Expires,` Wrine Daviso • • My Commission DD240006 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** a or Expires Sepsmber 01 2007 **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** /�"'f T Plans Examiner d ' Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION , AN AZPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE TEM IATH 11.13 UIDET LIGHT OUTLETS CENTRAL HEATING I ISHWASHER RECEPTACLES A/C (WIND) NISPOSAL SERVICE TEMPORARY A/C (CENTRAL) ]R I M4I N A G FOUNTAIN SERVICE SIZE I N AIRS DUCT WORK :LOS DRAIN SERVICE REPAIR/VETER CHANGE REFRIGERATION ;EASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS I OVEN ABOVE GROUND TANKS _AVATORY LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS _ SHOWER t MOTORS OVER 1- 3 If HOT WATER BOILERS SINK, POT /3 COMP. 1 MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLIP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 If COOLING TOWERS WATER CLOSET 1 MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTJON WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER v GENERATORS TRANSFORMERS I HEATER -NEW INST. GENERATORS *TRANSFORMERS I I HEATER - REPLACE GENERATORS TRANSFORMERS I 'LAWN SPRINKLER -WELL SPECIAL PURPOSE I SWIMMING POOL OUTLETS COM,ERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS 'SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK _ ANTENlrtA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN _ D I SCHARGE WELL DOMESTIC WELL AREA DRAIN I ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM'. GAS RANGE METER SET (GAS) GDS PIPING' I ADDENDUM TO BUILDING PERMIT APPLICATION , AN AZPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL MECHANICAL 660 GRAND CONCOURSE Passed Ins a or Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/28/2005 Inspector: Levrack, James Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Tuesday, December 27, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone!(305)795 -2204 Fax: (305)756 -8972 Permit Type: Plumbing - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060171980 Lot: Page 2 of 2 660 GRAND CONCOURSE J Passed Ins ect r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/28/2005 Inspector: Levrack, James Owner: LEVINSON, GARY Job Address: 660 GRAND CONC Project: <NONE> Contractor: Miami Shores Village, FL Building Department Comments Tuesday, December 27, 2005 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Plumbing - Residential Inspection Type: Top Out Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060171980 Lot: Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Type of Work: Describe Work: (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Permit Master Permit No. (C, " 1 b 6 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1...1.� J ..4 a D %4 . Phone # Owner's Address 6 �® City au....,.,. sf.e.c'a State . Tenant/Lessee Name Phone # Job Address (where the work is being done) 6 PIO titZt® CO tzC. ®•o ¢.. City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name . _.. _ \ __ pt�1! - � Contractor's Address 25F State , Qualifier -- "D}sN9 t --- Docu l e=1. State Certificate or Registration No...- • `- Submittal Fee $ Permit Fee $ /,y� s Notary $ Training/Education Fee $ Scanning $ Radon $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ DEC g. PAID Zoning Zip Zip a�1Z,. $ Value of Work For this Permit Addition ❑ 'Alteration ee ['New 1:1 Repair/Replace b401..) t '!Nv t 1..: S' 2Q� ST * *,� ,r *,� * * *,� *,� * *,� *,� * * * * * * * * ** F ees *, * * * ** * *,� *+ * ,r * * * * * * *,�,�,� ** CEOVE NOV 1 3 NE Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: ❑ Demolition \east Ex.i5 CCF $ CO /CC Technology Fee $ Bond $ C:>•/02. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name 'Of applicable) Mortgage Lender's Address State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work mill be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien l• brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of mmencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued ; Irz the absence o ch posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of who is personally known to me or who has produced NOTA , PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY. Chc 05/13/03 , 20 , by As identification and who did take an oath. Lonny Div (s.)-1 Donna Davison j,i Expires September 01 2007 ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature The foregoing instrument was acknowledged before me this day of , 20 _ , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB Sign: Print: AAA_ Contractor My Commission Expires: Wettlititisidetehieder * * ** * * * * * ** * * * * * * * * *** * ** * ** * * ** "*'PEA * * * * * * * * ** • • My Commission 0D2400011 No, w Expires member 01 2007 ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ,�iG!i Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION • AN AIPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL TEM OATH 1113- UNIT .FEE ITEM SWITCH. OUTLETS UNIT S FEE • ITEM SPACE HEATERS UNIT FEE I IDET L I GIiT OUTLETS ''3 . HEATING )ISHWASHER RECEPTACLES 'i , A/C (WIND) )ISPOSAL SERVICE TEMPORARY A/C (CENTRAL) )KINKING FOUNTAIN SERVICE SIZE IN AhPS DIET WORK 100R DRAIN SERVICE.REPAIR/hETER CHANGE REFRIGERATION ;EASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOE UNDERGROUND TANKS OVEN ABOVE (ROUND TANKS _AVATORY LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP _ MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 W ELEVATORS/ESCALATORS TEMPORARY -WATER CLOSET MOTORS OVER 10- 25 HP FIRE 'SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 If COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTJON WATER SUPPLY TO: AIR CONDITIONERS , A/C UNIT STRIP HEATER I FIRE SPRINKLER GENERATORS TRANSFORMERS I 'HEATER -NEW INST. GENERATDRS 1 I HEATER - REPLACE GENERATORS TRANSFORMERS 1 LAWN SPRINKLER -WELL SPECIAL PURPOSE I SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS ' *SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. , CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA MAIN ROOF INLET 1 SOLAR WATER HEATER FIRE STANDPIPE I POOL PIPING LAWN SPRINKLER SYSTEM`. GAS RANGE 1 [ METER SET (GAS) I ( I GAS PIPIh � I � ADDENDUM TO BUILDING PERMIT APPLICATION • AN AIPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL i BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Permit No. Master Permit No. RE EGVED t1oov 1 . r 20 05 /2r-C) f3 — t OCR echanic Roofing Owner's Name (Fee Simple Titleholder) LirvQ I r 'SD t\ Phone # (Qrb & eoUtz/S' Owner's Address Cit tivt (I'km, silo State Tenant/Lessee Name Job Address (where the work is being done) 6 60 &1242tivlo e JecuitA fv City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO V Contractor's Company Name S / 7 Contractor's Address 0 3 City Fr Qualifier ../ State Certificate Certificate or Registration No. Certificate of Competency No. (p/3 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ❑Additio s ['Alteration ['New ❑ Repa /Replace ❑ Demolition Describe Work: IKTAIA —sAm ®t� � 114 o Submittal Fee $ Permit Fee $ 15 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. Total Fee Now Due $ (Continued on opposite side) Zip 11) C.6 P/C Phone # Square Footage Of Work: MW- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the abs9lce of s ch p ted notice, the inspection will not be ap...s ; ed and a reinspection fee will be charged NOTA Sign: Print: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 My Commission Expire • * * * * * * * * * * * * * * * * * * * * * *0"' Dominion ********* * * * * * * * * * * * * * * * * * * * * * *,* * * * * * ** • • My Dominion D0240006 N a n September 01 2007 ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1111 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 _,by day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBL : Sign: Print: Oinct w.. Donna Davison a, Expires September 01 2007 Plans Examiner Engineer Zoning 4 DDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) MECHANICAL PLUMBING ELECTRICAL TEM IATH TW UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE IIDET -__ IISIIIAG1ER LIGHT OUTLETS CENTRAL HEATING . A/C (WIND) IISPOSAL SERVICE TEItPORARY A/C (CENTRAL) IRINKIIG FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK LCOR I RA I N SERVICE REPA I R/MI£TER CHANGE REFRIGERATION 3REASE TRAP �� APPLIANCE OUTLETS F PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS _AVATORY LAUNDRY TRAY CLOTHES WASHER -_ SHOWER __ SINK, POT /3 COMP. __ OVEN WATER HEATER MOTORS 0- 1 HP MOTORS OVER 1- 3 If MOTORS OVER 3- 5 HP ABOVE GROUND TANKS U.F. PRESSURE VESSELS STEAM BOILERS HOT WATER BOILERS MECHANICAL VENTILATION !_ SINK, RESIDENCE _ MOTORS OVER 5- 8 f TRANSPORTING ASSEMBLIES SINK, SLOP __ MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET __ MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL __ MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET __ MOTORS OVER 100 HD VIOLATION I NO I RECT WASTES A/C W I FDOW RE I1NSP.ECT J ON WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT __ STRIP HEATER FIRE SPRINKLER __ GENERATORS TRANSFORMERS _ "HEATER -NEW INST. GENERATORS 'TRANSFORMERS I I_ HEATER - REPLACE __ GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL P' RPDSE I SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE __ SIGN TUBES SEWER CONNECTIONS _ 'SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER __ FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS GRAINFIELD, 4' TILE/RES. __ VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE EST CE ELLL DOMESTIC AREA DRAIN I ROOF INLET SOLAR WATER HEATER FIRE STAN P I PE I I POOL PIPING I I LAWN SPRINKLER SYSTEW I I I GAS RANGE I I I I METER SET (GAS) I I I GAS PIPIK. f I j I I 4 DDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) MECHANICAL PLUMBING ELECTRICAL The following pages were originally attached to plans with the following permit # /iii s ! t a °. Z �s BULL IWa •. OD 3 ^. tiME.„ 1. OFFICE (BCCO) FROMM' ?' MEM, navViU26e NOTICE OF ACCEPTANCE (NOA) Mil- D.;.•DB COUNTY, FLORIDA METAO•D.C3EFLAGLER BUILDING 44;3 =YE$T FLAGL EIR e'rABET, & T E 1603 MMAK, FLORIDA 33130.1363 (305) 375 4s01 PAX (305) 375 -29os 1'GT Inddt:.trisa P.O. Box 1529 Nokomis, FL 34274 SCOPE; This NOA is being issued under the applicable rrs1es and regulations governing the use ofconetruotion materials. The docwzentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted the Board ofRules and Appeals the Authority Having Jurisdiction ( ), ) to be used is Miami Dade County and other arras where by TTii NOA be valid after the capitation date stated below. The Miami Dade Coudty Product Control an Miami Dade County) and/or the : ABJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material faits to perform in the aoogted manner, the manufacturer will incur the expense of finch y immediately revoke, modify, or the use of such 1 c the O rag i product of materiel within their jurisdiction. H+ORA reservrs the right to r 'va l fails this if it is determined by Miami -Dade County Product Control Division that this product or mqu•of t applicable building code. This product is Ddi approved as descaiibed i crcin, aM bas been designed to comply with the High Velocity Hurricane o a of tura• i.. rn taa oriex. Chide.. .cwnA'r DESCRIPTION: Series SWD -101 A►untaam Preach Do7t4supsiel V APPROVAL DOCUMENT: Drawing No. 971, titled 'French Doti X , XX ", sheets 1 through 4 of 4 signed and sealed b w T 1, i i L F,, dated 4/ 13(01, q ' ` +Pr el, t1 Miami. Dade County Product Control Stamp with its 14 :3 ca' number and expitatwa i•c1e: :iv the M 4mf ra& (.'enmtyProduct Control Division. MISSILE IMPACT R,t;'Utt'T +.. ague end Small Missile Impact LABELING: Each unit del 'tn. s permanent label with die manufacturer's name rr 10g1, City, stage and following statement; ''bVaea Dad* Cotnsy Product Control Approved ", uai ss attherx cc noted herein. RENEWAL offish NM ,t * �t e.;4rir,ide eel after a renewal application h3a teen filed itnd there bas been no change in the applicsldc bugling g.;od,! ir.:atively affecting the pef n nre edit; product. TERM NATION u; this ti lt w%!! obe r after tlic expiration elate or if rim ups beg*: a:,: viten or change in the materials, use, Wks- r icn ;ate adz product or process. Misuse of this NOA as ; r, endc -eacnt deny product, for sales, atlsat kg. al:e purposes shall automatically terra -rage d :VOA. failure to comply with any auction of Ns liCA. be ci4iiee for termination and removal of ADVERTISEMENT: •!Mao- t Oa t'tutzloar preceded by the words Miarna Dada: Cmr ty, ,y'lar le, and followed by the expiration date ray 'ro di..7 :'.aye, in advertising literature. If any portion a:f tut NOA Jas displayed, then it shall be done in its entire:• TWSPECI'llen A 4" py of + t"i ante Npik shall be provided to the user by L_ t.:;,aufact rer or its di*ibutors and shall be available Br, ilitt d tilv Job site at the request of the mate to r. f • ;:. This NOA revises NI hi. :If 0141117.041 +rst4, consists of this page 1 as well as . The suabmitted dc,cur_ aniuv .► ws war sov:ws.J Tb Berman,. P.E. try aadore '' dcrur� rat mentioned above. NOA No 024701.12 Expiration Pate: Nenaaber22, 2006 V Approve/ bate July 12, 2002 Pane 1 7 3/2 7 f/s• 9. r 7 fir —I II— I fr —1 ON Want VP. W * sat New6. 7ixdriai r car &g = I isled .14275 Rabat L 570-114 _ II StromMmal T - • — -rsa surr. PE 09712 )0( fafta,231 ireni izeW0 o 2(117;. I Pe 114/41 S71 I . XX 71.750 ., t.. i I ;Jar 1 Ng At q , • • 4 V.:" 7 Ve 1. rnyAfgr *V oak& t.lw.1545, smkstr. atwvialt LARGE MISSLE IMPACT DOOR. .1 WPM) WfriuMAY/39 (Imm&MIN70 OR 6~0 1 .m.in .0 - Z 011 COM MOW WitO 34 .034 tiAla •75 PAK -73 PSF. 3) .4 Mita +ID PAZ -00 PS?. 4j Nis1721: Q NO Si' I., .fiNA....-ASIOD v. atirOCG AT Nr0 4 ies: #5.o2A me& 2 Ar Atha /MOD . 11 AMX.. W /AM IMAM 4640 a 1714 Mkt 3 Or nor cop,7,9 &) R&M= NSI NNW" .e1).-2101 7j 1G .0120,40 ASMOILY 0• - !Er s‘Irr I er & massocr mem 11 Z il isii ie"..441 ; 6 2kra kTh.44.':° 1141).NICI RE74;;WW. ' 614 17 ' 6* wa; iammvois 1 . 1 .4 awake MUM OPENING 4.000 I 7. f-s- f 11.8TICALIECTIO AIMS' 1.459 .250 34.625 17P 80I11 NAOS AGME82111 71.750 HORIZONTAL SECT ALIERI111 0 1$8010FPANIa ma , 1.750 r .,f, COlEigissa .•••-raMNIO... wav de,346,J (6 91 =2:41164•1 infeDgV :CM TziA li allirraMi n .14:12i AWar.rk. 1 -- NI II __ 510-$1, 21,jarlic F ...,-,..,1Z-ene r i) Door - woo, -no le 737ireies. sli7571 rivfiriTNBFFir 15-12V2-1- 1 Feat* 11' 11 I1 I II i i I .L.' • 9- le _404' I II 1IT'! iii I i "•` I ' ..,r ` iii u Lit 1 / I; .Z LOCK 4SSY, 1 2 PINT LOCK ASS 1 S T WAX VW .-- loos • ---a SPACE .gym I _ _ ors-E lantcINLE21n.aw< rar ,ri ur it a ■eose emu___ SW MIMS lM .5111741 SEitardiSSILtaalt _ML A& 1 I� ! '•° na 240 LAND — .1 SIVCE LM_ !MM...aW! SAT 50 AMU ONJWIZI noaatraeaaas PfW oUCtRtt VYii) m ea. _t i •o4t 4 tummy not 0 ay x,e. r'nch Door — Exolut, Glozin t .a+h w 3m4 971 i r , fa DFSCR1W1ON E!7 IF aLV:11 �•- TiiTr MM=Uletran C �'./Zi 0ri1 D L>E1!' fill t r 1?.'l!•11:."i[ , i1' r,: , l•riir. ie - ',711rtnriwIr9111 T3P': . T. ?:2111111•1 r..Y[ =t! Ell i_ii '.Z.— JP "' V Wr ' KY/ u?`X E.= Lk li t_=rtic1-! • t . I:Y✓t':''_Tcyl�: C1 rl � y . a CS I'i•;']s rr r art. EA WA : roLi>.a�C'i'�fFlr MINIM Pi /TM. IA •: .. aosir,, :'• i •: :. C .T.tb;? "t. " el %">>wri:1• ;•.�CifTPIT12 i" g; Fall 74 1/ATZl.L - W T 'A GTCrL I 211E 3__ 7 14 , T - '741111 1) 1 ! T .I ? : . P/: 1 i „ �(•I'7e1r7. 1., • • cs , 7t ay`T71s.. girl i;'.7.'. #_ { '.�Cfk�i +''a FINS , 1 4, Eli Cii i [:" ka.tfi _ • EC3 i:'.:I• F.1i1?:f.i'. M II.41r7 64:L }1 r« „ ',7 1•IF/GT77Tn Rlfle lr i 1])4 , X: ;�� FjT' ?i J I Ier• If C1 1=7.77127t • E/tit:r.t7 h a el:..1* AIe._!e:J ,, ;i Fit i�CI"Irrir i( nA fi'X:!?3 1a ,::, ?1't If Al � , -: I` C] :r.,„ :r.,„ . i .`�'._ Y i frlrrhK :i6' i"' :1i l.c. ii• lLT:r,T;�rittfe ) e E1lva r i ' I L fir. a niri1r�_`�^111i ?•_ _ "7 r te; .r . Ix . w nril irwr1 �' �� wA - l Clirt'T,"". y v..• •,_ u' }� `7 r " a.. y ' tt,: ID:11/ 11101711.1 ire e :L3�r ;a i, PI/1[ _0i i/ a F.1 %" iFXL/ L TJ I � 1ti FL. e 1 k.ti .!`.'u t1i•:.!at "'?,: •r1 C:.ir_ t Ilk ' .z ' �'iirr.•.e- r. — ►.rte l }! ?i 7! - : h1 r E •: 1111•111111: . _.. p i�rx1dF� Y��- ' __�■r A 7 ��y2LTi�.1 .1 1 � IVIK ! rL' :Trt :•'e ?'1 WTI Al KrilLirkf=a7MI s4 JD � IwuwruI g i YP NLrdD saws TYP i i "a • i i. r +. r• :,. hair a n JA1 ....rte• - /0" Ube 2 .1E9M Sem sag of ad�fsd 2 p1. tack into legman alEMOLIMIWASS Ilamar agar PAN! amptroket SIG- Mt AMIN VENDOR MOOR ft MOW- 107t; rechnalagy or. Nett rats. ft. 342 i owdow rench Door / nchoroc Wt e(Ot 'what Ne r^ • T e 1 25 June 2004 Building Official Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FI. 33138 DZN ARCHITECTURE ENGINEERING PLANNING • • A Re : Levinson Residence Addition 660 Grand Concourse Miami Shores, FI. 33138 Revision No: BPO4 -11 ERRATA SHEET : 1. Corrected. 2. Plumbing Permit submitted. Plumbing Plans submit (Sht. A.3 ). 3. Roofing Permit revision submitted. 4. Permit application revised for cost. 5. 2 sets of NOA's submitted for skylites. 6. Corrected. 7. New arched openings are to be of plywood forms as noted Sht. A.6 8. Corrected. 9. Architectural scale of 1/4 " =1'0" noted. 10. Corrected. 11. Windows are FG. ( Impact ). NOA's for impact glass submitted at l time of original plans submission. MIAMI DESIGN CEENN NUE WO. rf 25 June 2004 Building Official Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FI. 33138 Re : Levinson Residence Addition 660 Grand Concourse Miami Shores, FI. 33138 Revision No: BPO4 -11 Sir / Madam : Please be advised that on Friday,18 June, 2004, this office inspected the reformed concrete tie column at the southwest corner of the new game room for the above referenced project. The concrete column was a minimum size 8" x 12" w/. (4) #5 rebar vertical and #3 ties @ 12" c /c. The above reformed concrete tie column was acceptable and installed in a workman like man as per the Florida Building Code, latest edition. Should you have any question, and or comments, please do not hesitate to contact this office. As Al, aulkner, R.A. Princi • al DZN NT'L.INC. MIAMI D 4141 ARCHITECTURE ENGINEERING PLANNING • ■ • SIGN CENTRE NUE 611.