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BP-04-897 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Oq &V Inspection Number: INSPA 34586 Permit Number: PL2O 04 - 329 Scheduled Inspection Date: February 03, 2010 Permit Type• - Plumbing - Residential Inspector: Hernandez, Rafael Inspection Type: Final Owner: BURNSIDE, JEFFREY Work Classification: Addition /Alteration Job Address: 290 NE 98 Street Miami Shores, FL 33138- Phone Number (305)757 -4955 Parcel Number 113206013415 Project: <NONE> Contractor: ALADIN PLUMBING & CONSTRUCTIO CO Phone: 7861234 -0666 IrYll�r I��p11111 /I 111111! �� Building Department Comments PLUMBING FOR ADDITION. Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 02, 2010 For Inspections please call: (305)762 -4949 Page 16 of 22 9T0 /T00 Qn' SHDIAHHS GTHIA ANDS VZVQ 099L 299 009 T %V3 09 :60 OTOZ /£0 /ZO Permit Invoice Report Bill To None None Invoice Number: PL -2 -06 -23710 290 98 Street NE Invoice Date: February 02, 2006 Miami Shores Village, FL 33138- Permit Number: PL2004 -329 Return Miami Shores Village 10060 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 P er m it T P lumbing - R es id e ntial Date Fee Name Fee Type Fee Amount 02/02/2006 Expired Permit Renewal Fee Calculated $249.90 Total Fees Due: $249.90 Payments Date Pay Type Check Number Amount Paid Change 02/02/2006 Check CC $249.90 $0.00 Total Paid: $249.90 Thursday, February 2, 2006 f Miami Shores Village Building Department FE ®0 �' REMO 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 - - - - - - -. - - - - - BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical lambing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ry Owner .'.ss Address .� Q City I � . S14A; ei�_ State Zip 131? Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Villaee County Miami -Dade Zip Is Building Historically Designated YES NO r r Contractor's Company Name hone # � Contractor's Address ACQ 0 // 1 5;;P' City State 1 J Zip Qualifi er `� State Certificate or Registration No. 61 - 5 f12-6 f - : 5C ertificate of Competency No. Architect/Engineer's Name (if applicable) Phone 4 $ Value of Work For this Permit G ®f e-D Square Footage Of Work: Type of Work: DAddition 095ation EjNew ❑ Repair/Replace El Demolition Describe Work: &4 4 s r � Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) r Bonding Company's Name (Mapplicable) 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. Sign:regoing ur Si a Owner or Agent Co or The instrument was acknowledged before me this The foregoing instrument was acknowledged before me this aA - day of , 20 _, by day of J 141-1 20CY' who is personally known to me or who has produced who is personally known to me or who has produce As identification and who did take an oath. ( p as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBtICJ ka U RY p �3 OF nOMOA Sign: Sign: 11 H�1"il Print: P 2 9 My Commission Expires; Pmded ThrUJAWRVrk ' My Co ion Exp' APPLICATION APPROVED BY: Plans Examiner Engineer chc 05/13103 , Zoning lv iiam1 mores V,1JL1dgC nu llU.11l�; XF1ZPLt1 ll11Vlll. Change of Contractor Permit No. v � c Owner's Name (Fee Simple Titleholder) Phone # Owner's Address c�:) -� City State Zip Tenant/Lessee Name Phone # Job Address (of where the work is being done) B� f City /`'( r e County Zip Legal Description Contractor's Company Name 41 12 rn Phone # Contractor's Address City (, " I ` State �� , Zip Qualifier 1 2e-- 6 Z! Z-< Describe Work: daDj zee? L ' I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Si Signature er o Agent Contractor The foregoing in as acknowledged before me this ! . The foregoing instrument was acknowledged before me this day of -ZCO(- 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 P LIC • NOTARY PUBLIC: Sign: Sign: Print: Print: My Commi ion Expires: My Commission expires: Rev. 09/19/03) Miami Shores Village Plumbing Perm 0t 10050 NE 2nd Avenue Phone: 305 -795 -2204 Permit Number: PL2004 -329` W Printed: 12/13 /2004 Page 1 of 1 Applicant: Owner: JOB ADDRESS: 290 NE 98 ST Contractor SONY LEO PLUMBING Contractor's Address: 160 NE 84 ST Local Phone: 305 - 757 -4499 Parcel # 1132060134150 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 BLK 31 LOT SIZE 103.560 Fees: Description Amount FEE2004 -12457 Building Fee $238.35 Total Fees: $249.90 FEE2004 -12458 CCF $4.20 FEE2004 -12459 Training and Education Fee $1.40 Total Receipts: $0.00 FEE2004 -12462 Technology Fee $5.95 Total Fees: $249.90 Permit Status: APPROVED Permit Expiration: 5/15/2005 Construction Value: $6,810.00 Work: PLUMBING FOR ADDITION NOV 15 an 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: miami ninores V 111dgc D ujju q; "Lwpa. 1,111t. . a ontractor Permit No. OC T 2 0 2 Owner's Name (Fee Simple Titleholder) ------------ Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (of where the work is being done) _ � City � l t - County b4—& Zip Legal Description ZL 64^ Phone # Contractor's Company Nam e Contractor's Address City N l A-- state f� Zip �7 Quatiber ® Describe Worl:: 1 I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract I hold the Building Official an a illage of Miami Shores harmless from all legal involvement. Signature Signature Owner or Agent o ctor The foregoing instnim t was acknowledged before me this The foregoing instrument was ac ow edged before me this day of 20 _, by day of ! 0 _ by who is personally known tome or wh produced who is personally known to me or who has proliced As identification an who did take an oath. as identification and who did take an oath NOTARY PUBLIC: NOT Y UB C S i Sign: Print: �a Com�i�s►on DD2�9392 Print: 2 , My Commission Expires: My Commis�tr e Rev. 09/19/03) sA�LCt� C, ;C�►Y?/S'�ht,bt''1l•ZC7►IZ �OZp+�ZQ.�i{,�YL Certified letter #7001 1140 0000 3644 3880 October 14, 2005 Mr. Sony Leo Sony Leo Plumbing Plus, Inc. 160 NE 84th Street Miami, ► L 33138 Re: Contract for the job located at 1167 NE 99th Street, Miami Shores and Contract for the job located at 290 NE 98th Street, Miami Shores Despite our rued attempts to contact you, you have failed to finish job at 1167 NE 99th Street to a contract stage , described as rough plumbing. You also have failed to proceed with the job located at 290 NE 98th Street. At the same time your performance on that job resulted with two floodings of interior spaces, and substandard installation of some fixtures, exposing Arco Construction Corporation to financial losses, and possible lawsuit against us. In view of that, we have no choice but to hire substitute contractor to continue flee jobs. Since there is no willingness on your part to proceed with the work, we suggest, that in exchange for next scheduled payment for 1167 NE 99th Street, and in consideration of payments already made for the job at 290 NE 98th Street, we would receive release from those contracts, and final releases of lien. Si ely, er J cc: copy via regular trail. Gcaeftt Cola&WWt "/CGC1505163/1665 N.E. 737th TeA4aec, /N, L �g� 305.892 - 6507 /F" 305.892 -2379 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Te 4=F ) 756.8972 BUILDING Nov I Per No. p d6r d 4/ -3 PERMIT APPLICATIOlY _ _ _ __ _ . _ _ s Master Permit No. FBC 2001 Permit Type (circle): Building Electrical =Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) i t2 11 cel Phone # ? Owner's Address 2,002 9-e S22e , City �: l - � l a S State _ �. Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami Dade Zip k.Building Historically Designated YES NO �---� Contractor's Company Name (5 W�'�I Phone # 3 y � P �� Contractor's Address Qualifier 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: UAA A , Submittal Fee 0 Permit Fee $ 2 a F, .7 6' CCF $ , CCO ' /CC Notary $ Training/Education Fee $� Technology Fee $ Scanning $ Radon $ Zonin Bond $ Code Enforcement. $ Structural Plan Review. $ Total Fee Now Due $ t �. (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S 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 commencemefy Y be posted at the job site for the first inspection which occurs seven (7) days after the building permit is-issued In the abs c such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Cod r The foregoing instrument was acknowledged before me this The foregoing instrument was ac noedged before me this 1�- day of , 20 by day of 20 !?L 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 PUBLI . Sign: Sign: :� f a ,°�' "+ Shanna Sanders s Print: Print: o , a o 4 P Expires January 23, 2007 My Commission Expires: My Commission Expires: (Certifica a of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: ' O laps Examiner Engineer Zoning Cho 12/15/03 a� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ` Phon • (305)795 -2204 Fax: (305)756 -8972 �10 x ' Inspection Date: 02/02/2006 Permit Type: Plumbing - Residential Inspector: Levrack, James Inspection Type: Underground Rough Owner: BURNSIDE, JEFFREY Work Classification: Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: SONY LEO PLUMBING Phone: 305 - 7574499 Building Department Comments I Pe c r nts ,r Passed j o Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, February 2, 2006 Page 2 of 2 Miami Shores Village Building. Department Change of Contractor P.0ia 2 U Zoos Permit No. =7 Owner's Name (Fee Simple Titlehol '(' ,ice hone # Owner's Address city l' � .I_ �� State r zip / Tenant/Lessee Name Phone # Job Address (of where the work is being done) city wail. County zip Legal Description Contractor's Company Name 7 ` �� rct (� +c, c $C, k Phone # J;� 92Z �9 99 Contractor's Address '�� / Y j�—: city ,,). L t St r e — �C— zil) i C� Qualifier Describe Work. I h S f f ®.- I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official an the Village of Miami Shores harmless from all legal involvement. Signature Signature Owner or Agent Contractor The foregoing j^ instrument was acknowledged before me this The foregoing instrument was acknowledged before me s in r `l thi 17 1 day of 211, by day of 20, by ®` � who is pe y known to me or who has produced - o is personally known t or who has produced 5 � V ' '�entification and who did take an oath. as identification and who did take an oath. NOTARY C: + NOTARY PUBLIC: Sign: Sign: Print: Print: �✓� ° NOTARY PUBM - STATE / My Commission Expires: , „ ?" t9D727923 V 00105 My Commission expires: 2.0 e. t � # g, U , A � : Sip• 23, 2011 ,& 4Pt 3�iri�a W G CO.,INC. S * �k Bt: Y�Y aY& 3t4t��iRcYntir3e C�q�tOY`!!& ��14Y& aYfi�iu�Y�Y�e4r�e�Y�FricuaY�rBr &�t��r�YYr9i�'c�i F • �Y�9t��'y�*u�� Rev. 09/19/03) 3S aa o�� M soeraano 33 July 10, 2009 .............. qualifier /president for Tough Roofing Co. have no objections to have work located at 290 NE 98th Street, Miami Shores, FL 33138, be finished by another company. (print the name) ><gnature P +�— A F RID COUNTY OF DAD 0 U bed before me this wn Or Produced Identification ra�`•' : LIZA y CORD ERR MY COMMISSION # DD606456 EXPIRES: OCTOBER 18. 2010 9"163 f -'. .No.'yService.com Isk Aug.19.2009 01:37 PM PAGE. 2/ 3 Miami Shores Village Bul n Department 10050 N.E.2nd Aven Miami Shores, Florida 33138 'a Tel: (305) 795. 2104 Fax: (301) 756.8972 BUILDING Permit No. PERMIT APPLICATION Moter Permit No._2 FBC� Permit Type (drele): RnUding (iooting Owner's Name (Fee Simple Titleholder) I D Phone Owner's Address 2—t E, L 4L t Zip TenantAnsee Name _ Phone tF Job Address (where the work is Iming done) ' w City __ iftmish= Villa" _ County Miailli•Dade zip, FOLIO / PARCEL # b Building Historically DeMpated YES---- N� Contractor's Company Name pbone Czntnictor's Address _2Z 44 -0, L_"Ar" � City-16L-14 4 1----- State Qualifier Name ,We.__ ca ii . gusz Phone State Certificate or Registration Certificate ofCofnj*tvncy No. ___.._ Architect/Engineer's Name (if applicable) —Phone Value of Work For this Permit -Square /Linear Footage Of Work: Type of Work: ❑Addition Repair /Replace Demolition Describe Work: Submittal Fee S CCF$ Pern 1_1Z Notary Training/Education ! — echnolo Fee $ Tgy Scanning Radon $. Fix $.—.." 4POR $— Zoning $ Code Enforcement$__' Double Fee $__._ Stnitecoral Review. Total Fee Now Due $_ See Reverse side -4 0 Aug.19.2009 01:37 PM PAGE. 3/ 3 fiwW& g Company's Name (if applicable) I Y Bonding Company's Address City .State -- - 7ap Mortgn$e Londer's Name (if applicable) I Mortgage Lender's Address City -- State Zip Application is hereby made to obtain a permit to do the wnt� and installations as indicated, I certify that no worfror installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standarda of all laws regulating construction in this jurisdiction. I understand that a separate F Omit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELI - S, POOLS, FURNACES. BOILERS, HEATERS, TAN CS and AIR CONDITIONS, VM.,... OWNER'S AFFIDAVIT: I certify that all the foregoing inf, rinat'on is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAUXRE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS To YOU • PROPERTY. IF YO U INTEND TO OBTAIN (FINANCING, CONSULT WITH YOUR LENDER OR AN A tTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a bui g permit with an estimated value exceeding $2500, the. applicant must promise in good faith that a copy of the e of comment nt and construction lien law brochure will be delivered to the person whose Property is subject to attachment. Also, a cent; fled co -of the recorded notice of com nencement must be posted at the job site fir the first inspecrion which occurs seven (7) days after th ,;building permit is iss d. t t absence of such posted notice, the inspection will not be approved and a naiatspection fee will be rged. Signature Signature Owner or Agent Contractor cl� The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ..—...., 20.......... by �. � day of A 420 Q& by .� . �?lGn. y - L� �� eA-� who is personally known to nw or who has produced t wlto is personal y n to me or who has produced As identification and who did take an oath. r . ,., �.,._..... ass identification and who did take 0 NOTARY PURUC: ii NOTARY PUBLIC: Sign, Sign• Print: t . Print: c Q My Commission Expires: My Commission L;xpires: 6 APPLICATION APPROVED BY; — -- .- ......... �_ _ Plans Ex i it Engineer Zoning (ltcvisu1(7 /10/07) i I I Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To JEFFREY BURNSIDE Invoice Number: RF -10-07 -30112 124 NE 110 ST Invoice Date: October 19, 2007 MIAMI SHORES, FL 33161 -7046 Permit Number: RF -7 -07 -1521 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 l; AN Date Fee Name Fee Type Fee Amount 10/19/2007 Change of Contractor Fee Fixed $75.00 Total Fees Due: $75.00 c l- 0 46 0S VILLAGE �IA�II SH ®RE Friday, October 19, 2007 � 1 Miami Shores Village p Building Department JUL 2 o 2001 r 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 95.2204 Fax: (305) 756.8972 B Y -� - - -- 1� t1� BUILDING � �, Permit No. — PERMIT APPLICATION Master rernrt No A. 2.pQf� --��1 FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # 30- �►� -oho d Owner's Address .29 C! /1" Lr^' City 17? /�iy1� p .s' /4Z ^ ,� S tate Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) _ Z% Ao g City Miami Shores Village _ County Miami -Dade Zip 3.Y 19 — FOLIO / PARCEL # Is Building Historically Designated YES NO i Contractor's Company Name aee /� ®�f^I�LP�, a. 1411 Phone # .30-47 " - 71- 0 ,9 1 2-92 Contractoes Address - Z8JV Y® AA lv� 2,q. Cl &P,*M1 OC City - �11i'�/y�� '/S�/2��/�9 State Zip _ �f Qualifier Name a 666A5 A CA Phone # ®,J�• 6 �� e � 1 State Certificate or Registration No. (Certificate of Competency No. C ° 00SR' '11 Architf t/£hgb16er's Name (if applicable) O `� Phone # i s ` 1 3 i4U#��;dfflrFI0.4 . Value a y i�. j� v.e ��n�� 00 ebb 1 Linear .Footage Of Work: Type of Work: DAddifion ElAlteration Xew il Repair/Replace ❑ Demolition ° Describe Work: Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Educatiou Fee $ Technology Fee, 'Scanning $ Radon $ DPBR $ Zon' Bond $ Code Enforcement $ Double Fee $ nCT 9 P. in Structural Review. $ Total Fee Now Due '„ 6 ? 4E! �� --- W*raWORESVILLAGE 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 fast 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 2 ' day of , 20. _, by day of - 2 '-� , who is personally known to me or who has produced who is personally kno w h R As identification and who did take an oath. Ubfl NOTARY PUBLIC • a , Comm # DD 407664 • NOTARY L �,a� BandedByNaf"No"Asm. Sign: Si Print My Commission Expires: My Commission Expires: i APPLICATION APPROVED BY: �- 6 Plans Examiner Engineer Zoning (Revised 02108106) A MIAMI-15ADE COUNTY D EPARTMENT ELECTRONIC APPLICATION r r ' 1 - _ . • .. A A� sections of ■■■■■■ ■e■ ■uliiiNiiieNNn■iiiii�N■/ ■■■■■■■■■■■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■H ■ ■ ■!■■ ■ply ■ ■■■■ ■ ■ ■n ■ ■ ■ ■ ■W ■n ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ / ■ ■l ■ ■ ■ ■■ ski ■ ■ ■ ■■■�i ■ ■ ■H ■ ■ ■n ■ ■ ■ ■ / ■ ■NH ■�■ ■■■■/■■■/■iN■ufi \ r. Hnr �///►! nnr■ //■►�n/ =��■/■ ■�I�/■/■■■/Hnee■ ■ ■ / / ■ / ■ ■ ■ ■e ■ /■■ .Ir ■■ ■u■'il ■ ■ ■■►N ■ /I■■■■I11■■■ ■N■ee■ e ■e■■■ ■e ■ ■e ■e■ ► ......... ....................,........�� 5......... 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If a component is not required, insert not applicable (N /A) in the text box. Roof System Manuf urer• Base Sheet(s) & No. of Ply(s): N/A NOA No: � ®/ �G System Type: �� Base Sheet Fastener/Bonding Material: N/A A ............_ ....... .. .. ...._ ........ Wind Uplift PresgUres, From RAS 128 or Sealed Calculations: Ply Sheet( & No. of Ply(s): � u GFF (P1) Field: (P2) Perimeters: I ..:psi 1 P LY ...... . LAS ........... ........ ................ • • • • • • • • • • � ..... • • Ply Sheet FastenerlBonding oate�alx .' (1 Corners: ` ........*f TYPE . 4 ASPH. . . . ALT ............ .•••�• ................ . Maximum Design Pressure, From the Specific ... ; • • • 1 ........ � • • • • •.• NOASystem: ��2�psf RUBEROID 170 F /R . • �� :. ..... Top Ply Fasten /Bonding M atgrja�� • • • • • • Deck type: 5/8" Ply TYPE 4 PAHALT � � � AS • • • • • • • •These decks require a fastener pull test by Surfacing: • • • • • • • an approved test laboratory • • : 008 go • • • • • • Other Deck Type: N/A • • (N /A Single Ply membrane: 0 • • • •' Deck Support Spacing: ° N /A Single Ply Sheet Width: N/A 1/2 sheet width: N/A Slope :1 . :12 No. of Single Ply 1/2 sheets: I N /A <y - <n Single Ply Membrane Fastening/Bonding Material: Fire or Vapor Barrier: N/A ........................................... ............................... N . ... . . . ... ....... ... Drip/GS Edge Metal Size & Gauge or weight: 3" face 26 ga ........... . Anchor /Base Sheet & No. of Ply(s): 11 PLY 75# GASBASE Drip /GS Material Type: GaIVIniZed Metal �?r : Anchor /Base Sheet FastenerlBonding Materi Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A P-1/4" RINGSHANK 1- 5 /8'TINCi Parapet Coping Metal Size_ &Gaugeorweight N/A Insulation Base Layer Size & Thickness: Coping Material Type: Parapet Hook Strip /Cleat Metal gauge or weight: Insulation Base Layer Fastener /Bonding Material: N /A FASTENER SPACING FOR BASESHEET ATTACHMENT Insulation Top Layer Size & Thickness: N/A 1. Field: 2T o/c @ laps f ;2 rows @ Insulation Top Layer Fastener/Bonding Mate rial: 2. Perimeter: ° o/c @ laps & rows @ .0 N /A 3. Comers: o/c @ laps & rows t? ° o Wood Nailer: IN /A NUMBER OF FASTENERS PER IN SULATION BOARD Wood Nailer Fastener Type and Spacing: Field: N/A Perimeter: IN /A Corner: N/A N/A Fastener Typ e .:.-«:....:..,:.<.......:.< :..: <.....,<.....N ............. n<......., .. �.. r N/A Alternate Fastener: httn- / /www miamidade. anv/hiiildinv /rnnfing nermiting /section C 4 %202.htm ___ 11/13/2006 4 , Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. ` ses• 17 Q •-� •• 0 • 0008 e. e ..... go .� ., .... 75 sees•* e e s 00 0 e•e • e• 1 Page 3a httn• / /www mismirlsde onv/hnildino /rnnfinor nPrmitinu /certinn r 4 1 html MM I� DADE MIANII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIA�VII, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 JJaving Jurisdiction (AID. . • • • • • 0000 • ... • This NOA shall not be valid after the expiration date stated below. The Miami- DadeeCMnty ProdIM ConhoZ' Division (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade CbMtg) reserve right to • • have this product or material tested for quality assurance purposes. If this product or Wit, � a1 fait t%y8rform is.. • the accepted manner, the manufacturer will incur the expense of such testing and xhe.4W may ammediate }y • - revoke, modify, or suspend the use of such product or material within their jurisdiction. • UQkA reser� the right • to revoke this acceptance, if it is determined by Miami -Dade County Product Control IliK i ft that this' produc �o r • 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 Mgh'VeloAU 11iErricane • Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. 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- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC- NOA No: 03- 0501.02 r Expiration Date: 11106108 Approval Date:10123 /03 Page 1 of 32 ROOFING SYSTEM APPROVAL Ca o : Roofing Sub- Caterory: SBS /APP, Modified Bitumen Deck Tyne: Wood 11rla* mum Design Pressure -75 psf Fire Classification: See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Descriution GAF Asphalt Concrete 5, 55 gallons ASTM D 41 Asphalt concrete primer used toyromote Primer (MatrixTM 307 adhesion of asphalt in built -up'rpp fV%- ...... Primer) 0..4 • • • GAF Mineral Shield® 601b. Bags ASTM D 1863 Granules for surfaoivef exposed % : • • "" Granules 1001b. bags asphalt, cold process to dent or : • • • • emulsion. GAF MiAdM.JShielJ& • Granules shall be sue' flashipg . ..:..' applications only... • 0000 • • • • • ; • GAF WeatherCoat® 5 gallons ASTM 1227 Surface coating for *wwck surfaced • . .... . ...... Emulsion (MatrixTM roofs. • Fibered 305 Emulsion) • • • • GAF Premium Fibered 1, 5 gallons ASTM D 2824 Fibered aluminum coating. •.. Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 30 1) GAF Jetblack All Weather 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral Plastic Cement (MatrixTM ASTM D 3409 stabilizer and fibers. Permits adhesion Standard Wet/Dry Roof to wet and dry surfaces. Cement 204) GAFGLAS #758 39.37" (1 meter) ASTM D 4601 ' Asphalt impregnated and coated glass Wide mat base sheet. GAFGLAS #80 Ultima.TM 39.37' (1 meter) ASTM D4601 Asphalt impregnated and coated, Base Sheet Wide fiberglass base sheet GAFGLAS Flex PlyTM 6 39.37' (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt Wide with asphalt coating. GAFGLAS Ply 4® 39.37' (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt Wide with asphalt coating. GAFGLAS ®Mineral 39.37' (1 meter) ASTM D 3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet Wide surfaced with mineral granules. GAFGLAS® 39.37' (1 meter) ASTM D3672 Fiberglass base sheet coated on both STRATAVENTS Wide ASTM D 4897 sides with asphalt. Surfaced on the Eliminator Perforated bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 a Expiration Date: 11/06/08 Approval Date:10123 /03 Page 2 of 32 Test Product Pr_ Dimensions Suecification Descrivtion GAFGLASO Flashing various Asphalt coated glass fiber mat flashing sheet available in three sizes. GAFGLAS® 39.37" (1 meter) ASTM D3672 Fiberglass base sheet coated on both STRATAVENT® Wide ASTM D 4897 sides with asphalt. Surfaced on the Eliminator Perforated bottom side with mineral granules Nailable embedded in asphaltic coating. RUBEROID® SBS Heat- 1 meter (39.37 ") ASTM D-6164 Non-Woven Woveen phi tcoated � W eldTM Smooth wide surfaced. RUBEROIDO SBS Heat- 1 meter (39.37 ") ASTM D-6164 Non -Woven Polyester mat coated with We1dTm Granule wide polymer modified asphalt and surfaced with mineral granules. RUBEROID® SBS Heat- 1 meter (39.37 ") ASTM D-6164 Non -Woven Polyester mat coate& vAtth • • ° ° ° • WeldTM 170 FR wide fire retardant polyperpoifiea"Villt • and surfaced with n%eritl granWs.: • RUBEROIDO SBS Heat- 1 meter (39.37 ") ASTM D-6164 Non -Woven Polyes grimy t coated yvith • ° ° . wide Polymer modified a §p]lalt and 6grfaCed : • • • • WeldTM PLUS ° with mineral granines. • • ` RUBEROID® SBS Heat- 1 meter (39.37 ") ASTM D -6164 Non -Woven Polyest t coateev th fire retardant poly� rlAodified �fitwt Weld PLUS FR wide •,,° ° ° • and surfaced with � UN granules Go RUBEROID Modified Base 39.37" (1 meter) ASTM D4601, Premium glass fibe reipforced °...� Sheet Wide Type II, UL modified base sheet..' *se • • Type G2 BUR • ` RUBEROIDO Modified 5 gallons ASTM D 3019 Fiber reinforced, rubberized Adhesive Bitumen Adhesive Type III RUBEROID® SBS Heat- 1 meter (39.37") ASTM D -6164 Non-Woven Polyester mac smooth WeldTm 25 wide polymer-modified surfaced. Ruberoid® Mop 39.37" (1 meter) ASTM D 6222 Non -woven polyester mat coated with Granule Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP Smooth 1 sq. roll ASTM D 6298 Non -woven polyester mat coated with 87 lbs. ASTM D 5147 polymer- modified asphalt and smooth surfaced. RUBEROID MOP PLUS 39.37" (1 meter) ASTM D 6164 Non -woven polyester mat coated with Wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 170FR 39.37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with Wide ASTM D 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP FR 39.37" (1 meter) ASTM D 6164 Non -Woven polyester mat coated with Wide ASTM D 5147 fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt Smooth Wide ASTM D 5147 modified bitumen membrane, smooth surface. NOA No: 03- 0501.02 m { Expiration Date: 11/06/08 Approval Date:10/23103 Page 3 of 32 Test . Product Product Dimensions Specification Description RUBEROID TORCH 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt Granule Wide ASTM D 5147 modified bitumen membrane, granule surface. RUBEROID TORCH PLUS 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt Wide ASTM D 5147 modified bitumen membrane, granule surface RUBEROID TORCH FR 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. RUBEROID 170FR 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated TORCH Wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. Ruberoid® 20 39.37" (1 meter) ASTM D 6163 SBS modified asphalt base sheite • • • • Wide ASTM D 5147 reinforce with a glgss 4bgr mat. 0 • * • 00 • Ruberoid® 30 39.37" (1 meter) ASTM D 6163 Non woven fiberglaf mat coated vii .0006. Wide ASTM D 5147 polymer modified 16 * and surfaced • 0000.. with mineral granule ,.. 00 0 • Ruberoid® 30 FR 39.3T' (1 meter) ASTM D 6298 Non woven fiberglIssmaf coated with ••: ". Wide ASTM D 5147 fire retardant, polymet m�gdified and surfaced with iftefM granules. .• RUBEROIDS 39.37" (1 meter) ASTM D 6163 Woven fiberglass mad c ®aed witil... 6060:0 ULTRACLADS SBS Wide ASTM D 5147 Polymer modified aWhalY surfactdiwidi ; aluminum, copper of r"ss stw4oi3. • RUBEROIDS Dual FR 39.37" (1 meter) ASTM D 6164 Non -woven polyester and fiberglass rut Wide ASTM D 5147 coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. Vent Stacks (metal and PA 100(A) One -way valve vent used to relieve built - plastic) ASTM D 1929 up pressure within the roof system. ASTM D 635 GAF Vent Stacks are available in metal or plastic. GAF Aluminum Emulsion 5 gallons None Mineral colloidal bituminous emulsion with reflective aluminum flakes GAF Aluminum Roof Paint 5 gallons ASTM D2824, Non - fibered. Aluminum pigmented, (MatrixTM System Pro Type I asphalt roof coating Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing 100 lb. cartons, ASTM D312, Interply mopping and surfacing asphalt Asphalt bulk Types I, II, III and IV RUBEROID MOD Asphalt, 60 lb. kegs SEBS modified asphalt Asphalt L & Asphalt P Shingle- MateTM 4 sq. roll Fiberglass reinforced shingle Underlayment 301bs. underlayment Tile -Mate Modified Base 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and Sheet interply sheet reinforce with a glass fiber mat tile underlayment. 0 NOA No: 03- 0501.02 Or Expiration Date: 11106/08 Approval Date:IU/23 /03 Page 4 of 32 Test Product Product Dimensions Specification Descriution Tile -Mate Modified Cap 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with 1031bs. polymer modified asphalt and surfaced with mineral granules tile underlayment. Tile -Mate Modified Cap 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Plus 102 lbs. polymer modified asphalt and surfaced with mineral granules tile underlayment. Topcoat® Surface Seal SB 5 gallons Surface coating for smooth surfaced and (Matrix 602 SB Coating) mineral surfaced roofs. GAF WeatherCote® 5 gallons Surface coating for smooth surfaced and MB +(Matrix 715 MB mineral surfaced roofs. Coating) Topcoat MB +(Matrix 715 5 gallons Surface coating for smooth surfaced and MB Coating) ' mineral surfaced roofs. WeatherCoteTM (Matrix 5 gallons Surface coating for smooth surfaced and 531 WeatherCote® mineral surfaced roofs. Elastomeric Flashing Grade) Matrix Low VOC 5 gallons Surface coating for smooth surfaced and mineral surfaced roofs. Matrix 101 System Pro SBS 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive Adhesive (Ruberoid ®MB) Matrix 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt 201 System Pro SBS Adhesive — Flashing GWe. • .... • ...... Flashing • • • (Ruberoid ®MB) Matrix 5 gallons ASTM D3019 Cold Applied Modifet3EBS Asphalt • • • • `• 102 Select SBS Adhesive Adhesive. 6999" ' ...... (Ruberoid ®MB) Matrix 5 gallons ASTM D4586 Cold Applied ModifieTSEBS • b • 202 Select SBS Flashing Adhesive — Flashing &Qp. .... .. ; Matrix 203 Standard Plastic 5 gallons ASTM D4586 Standard Plastic AslahWoofin'g.... ...... Cement Cement : ** : 0 : • Matrix 213 Gun Grade 5 gallons ASTM D4586 Standard Plastic Asphalt Roofing" • • •. 6969 Plastic Cement Cement Caulk Grad. • "' • • • • Matrix 103 Cold Adhesive 5 gallons ASTM D3019 Cold Applied Asphalt •,; • Matrix 303 Select Fibered 5 gallons ASTM 'D 2824 Fibered aluminum coating. Aluminum Matrix 304 Select Non- 5 gallons ASTM D2824, Non- fibered. Aluminum pigmented, Fibered Type I asphalt roof coating. RUBEROIDO Modified 5 gallons ASTM D 3019 Fiber reinforced, rubberized Adhesive Bitumen Adhesive Type III NOA No: 03- 0501.02 WAS Expiration Date: 11/06/08 Approval Date:10123103 qW Page 5 of 32 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) GAFTEMP Isotherm R, RA, RN & Polyisocyanurate foam insulation GAF Materials Corp. Composite, EnergyGuard RA GAFTEMP® Composite A & N Polyisocyanurate foam insulation with GAF Materials Corp. high density fiberboard or Permalite perlite insulation. (BMCA)GAFTEMP® Fiberboard Fiberboard insulation. GAF Materials Corp. GAFTEMP® Permalite Perlite insulation board. GAF Materials Corp. GAFTEMP GAFCANTTM Cut perlite board GAF Materials Corp. GAFTEMP Permalite Recover Perlite recover board GAF Materials Corp. Board GAFTEMP GAFEDGETM Tapered Tapered perlite board GAF Materials Corp. Edge Strip (BMCA) GAFTEMPO High FTigh density wood fiberboard insulation. GAF Materials Corp. Density Fiberboard BMCA EnergyGuard, RA Polyisocynurate foam insulation BMCA BMCA Composite EnergyGuard, Polyisocynurate /wood fiberboard BMCA . " ". . . 0000 0000.. RA composite 0 • 000000 .. .0000. PYROX Polyisocyanurate foam insulation ApadhModucts Co. 0000 00 • • • White Line Polyisocyanurate foam insulation Apaol� Pioduc$s CA • • • • • 000000 0000 00000 ACFoam I, II & Composite Polyisocyanurate foam insulation Atlasts®=gy PrUw -606 000000 ISO 95+ Polyisocyanurate foam insulation Firestone Builftg • *00* • Inc �'ro�lUCts, 0 0 0 0 0 0 ISO 95+ Composite Polyisocyanurate/perlite ridged Firestone BuilaMj • 0. insulation Products, Inc. EPS Extruded polystyrene insulation Generic Wood Fiber Wood fiber insulation board Generic High Density Wood Fiberboard Wood fiber insulation board Generic Pelite/Urethane Composite Perlite / urethane composite board Generic insulation Perlite Insulation Perlite insulation board generic Dens Deck Water resistant gypsum board G -P Gypsum Corp. ENRG'Y -2 & E'NRG'Y -2 PLUS, Polyisocyanurate foam insulation Johns Manville UltraGard Gold NOA No: 03- 0501.02 ° . Expiration Date: 11106108 Approval Date:10123/03 Page 6 of 32 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) FiberGlass Roof Insulation Glass fiber/Mineral fiber insulation Johns Manville ISORoc Polyisocyanurate foam / rckwool Johns Manville composite insulation Structodek Wood fiber insulation board Masonite. Multi-Max & FA Polyisocyanurate roof insulation RMax, Inc. Paroc Base Board Rockwool insulation Partek, Inc. Paroc Cap Board APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. GAFTITEO (Drill -Tec®) Insulation fastener for GAF Materials Corp. #12 Standard & #14 Heavy steel, wood & concrete Duty Roofing Fastener decks. 2. GAFTTTE® (Drill -Tec ®) Pre - assembled GAFITM GAF Materials Corp. ASAP Fasteners and metal and plastic plates. fee* 3. GAFrITEO (Drill -Tec®) Base sheet fastening C:AF Eicrrp- • • • •; • Base Sheet Fastener and assembly. ' .. •••••• •• •••••• Plate 9999.. 4. Galvalume Plates (Drill- Round galvalume stress 3" and 3 1 /2" GAYUateri+ C.orp. • • Tec® Metal) plates. 9 9 0 9 9 0 9999 99:99' 5. Polypropylene Plates Round polypropylene 3" and 3 Y2 GA-Ul aterials CArD. (Drill -Tec® Plastic) stress plates. : 00 : 6 : 9 • 6. Dekfast Fasteners #12, #14 Insulation fastener for Construction l;flers fee**: & #15 wood, steel and concrete • Inc 0000 :6090* 99 9 999 . 9 9 decks ' 7. Dekfast Hex Plate Galvalume hex stress plate. 2 7/8" x Construction Fasteners 3 /a" Inc. 8. Dekfast Lock Plate Polypropylene locking 3" x 3 /a" Construction Fasteners plate. Inc. 9. #12 Roofgrip Fasteners Insulation fastener for ITW Buildex Corp. wood and steel. 10. Metal Plate Galvalume stress plate. 3" round rIV Buildex Corp. 3" square 11. Gearlok Plastic Plate Polypropylene round plate 3.2" ITW Buildex Corp. 12. Glasfast Fastener Insulation fastener Johns Manville assembly with recessed plastic plate NOA No: 03- 0501.02 ° —Expiration Date: 11/06108 Approval Date:lOt23 /03 Page 7 of 32 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 13. Olympic Fastener #12 & Insulation fastener Olympic Manufacturing #14 Group, Inc. 14. Olympic Fastener ASAP Pre - assembled Insulation Olympic Manufacturing fastener and plate Group, Inc. 15. Olympic Polypropylene Polypropylene plastic plate 3.25" round Olympic Manufacturing Group, Inc. 16. Olympic G -2 3.5" round galvalume 3.5" round Olympic Manufacturing AZ55 steel plate Group, Inc. 17. Olympic Standard 3" round galvalume AZ50 3" round Olympic Manufacturing steel plate Group, Inc. 18. Insul Fixx Fastener Insulation fastener for steel SFS /Stadler and wood decks 19. Insul -Fixxi S Plate 3" round galvalume AZ50 3" round SFS /Stadler steel plate 20. Insul Fixx P Plate 3" round polyethylene 3" round SFS /Stadler stress plate 21. Tru Fast Insulation fastener for steel The Tru Fast Corp. and wood decks 22. Tru-Fast Plates 3" round galvalume AZ55 3" round The Tru Fast Corp. steel plate 0000 23. Tru Fast Plates Polyethylene plastic plate 3" round ;f he T; u- Fast-Cerp. • • • • ; • EvEmNcE SuBmrrrED: ...:.. Test Agency Test Identifier Description • • • • • • Date • • • • 00:000 eSSSSS SeSS• .Sege e Factory Mutual Research Corp. Current Insulation FMRC 1996 :: • : ; • 01.01 Vq e • • • 0 • • Attachment Requirements 0 0000 000000 Factory Mutual Research Corp. FMRC 4470 - PA 114' J.L 1B9A8.AM : • • • • :09.04 V • • . ; • • • • J.L 3D4Q2.AM 04.30.97.: Trinity Engineering Wind Uplift PA 114 4483.04 97 -1 06.06.97 PRI Asphalt Technologies, Inc. GAF -020 -02 -01 ASTM D 4977 02.01.02 IRT of S. Fl. 02-005 TAS 114 01.18.02 IRT of S. Fl. 02 -014 TAS 114 03.22.02 NOA No: 03- 0501.02 ° : Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 8 of 32 Membrane Type: SBS /SBS Cold Applied 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 to roof deck. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENTS Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROIDS 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLASS Ply 48, GAFGLAS Flex PlyTM 6, GAFGLAS 975 Base Sheet or any Options: 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) GAFGLASS Ply 40, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAF IM) #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 PlyTM 6 GAFGLAS #75 Base Sheet or any of above Base. jUrets attached to deck with approved annular ring shnn k nails and tin cars at a fa�Her Goose spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o in the field.• e ; • (Maximum Des* n Pressure —52.5 s See General Limitatld�t M •' i G " • • GLAS #75 Base Sheet or any of above Base sheet s attac e e o OW e Drill -Tec (GAFME) #12 or #14 Screws and 3" Plates, 12" d p lA 4 rows. fy�e e .... e s o row is in the 2" side lap. The other rows are equally spaced approxi o.c. *0:00 in the field of the sheet. (Maximum Design Pressure —60 psf •fee General• • • 0066:9 Limitation #7) :00:0: • it Any of above Base sheets attached to deck approved annular shank sans aad ..... 3" inverted Drill-Tec (GAF IM) insulation plates at a fastenCt spacing 91 ** q,c. :so** at the 4" lap staggered in two rows 9" in the field. (Maximum Design Press'tra'e — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTiTE) #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 Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4S, AFGLAS Flex Ply 6, �GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsJsq. NOA No: 03. 0501.02 Expiration Date: 11106108 Approval Date:10/23 /03 Page 26 of 32 ; Membrane: One or more plies of RUBEROID MOP Smooth! Ruberoid® FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladT'd SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lbJsq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 251b./sq. ± 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 galJsq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above 0 0000 0 • • 0000 0000.. 0000.. 0000 .. • .. 0000 • •• 0 0000• 0000•• •••• ••••• •• •• 0000 0000•• • 0000•• • • • • 0000 0000•• • • 0000 • • • • • 0000•• so NOA No: 03. 0501.02 ° { Expiratlon Dete: 11106/08 Approval Date:10/23 /03 Page 27 of 32 NEW— 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 /a" Dens Deck or 1 /z Type X gypsum board is acceptable to be installed directly over the wood deck. i 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 maximmm design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) iWve of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If tl stene • • • • • • as field- tested, are below 275 lbf. insulation attachment shall not be acceptable."' • Na • • • • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane gt*Ji1=nt is se$ a • 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 6temuned % tie+. • • • • • Building Official, a revised fastener spacing, prepared, signed and sealed by a Plgd# RegiaftreA • • • • • Engineer, Architect, or Registered Roof Consultant may be submitted. Said reSi�sea'fastener'stliting shall utilize the withdrawal resistance value taken from Testing Application Sta�ncWC TAS 103 and • • calculations in compliance with Roofing Application Standard RAS 117. * 0000 0 0 7. Perimeter and comer areas shall comply with the enhanced uplift pressure fequirements •of these : " areas. Fastener densities shall be increased for both insulation and base sheet as calculate 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 comers and corners). (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- 0501.02 4 01 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 32 of 32 t ' 2005 ROOFING MATERIALS AND SYSTEMS DIRECTORY 4 ^ 6 176 ROOF COVERING MATERIALS (TEVT) ROOF COVERING MATERIALS ( TEVT ) Roofing; Svstems (TGFU) CoWhuwd Roofing Systems (TGFU) Continued 7. Deck: C -15/32 Incline: 1/2 Insulation: One or moire lavers perlite, glass fiber, 3/4 in. min, isorva- Base Slip Sheet: One or more layers Atlas Renwfing "FR50 ", mechanically nurate, urethane, perlite /isoxvanurate composite, perlite /urethane com- hot i fastened. positc, 1 -1 /2 in. min. Nlen Membrane: "EverGuard TPO Plus ", 45 mil. Base Sheet (Optional): One or more layers Tvpe Gl, GZ or G3. ��. Deck Surfacing: River bc+ttom stone, (3/4 to 1 -1 /2 in. diam) at i (.)00 Ibs /sq or Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), lnsu concrete not pavers. "Ruberoid Torch Granule Plus', "Ruberoid Mop' (Smooth or Granule) fiber 8. Deck: C -15/32 Incline: 1/2 or "Ruberoid Mop Plus Granule ". Base Base Sheet: Two or more laver, Tvpe G2, "GA FGLAS Rasesheet #75 ", Surfacing: Grundy "AL MB Aluminum Roof Coating" at 1- gal /sq. or n mechanically fastened. 9. Deck: C -15/32 Incline- 1/2 ply Membrane: "EverGuard TPO 1'lus ",,45 mil. Insulation (Optional): One or more lavers perlite, glass fiber, 3/4 in. Mer. Surfacing: River bottom stone, (3/4 to 1 -1 /2 in. diam) at 1(U)O lbs /sq or min, isocvanurate, urethane, perlite /isoxyanurate composite, perlite/ 21. Deck concrete roof pavers. urethane composite, phenolic, 1 - 1/2 in. min. Insu Class A - Fully Adhered Base Sheet: One or more lavers Type G2 "GAFGLAS #75 Base Sheet", Base 1. Deck: NC Incline: 1/2 hot mopped or mechanically fastened in place. fast( Insulation (Optional): One or more layers perlite, wood fiber, glass Ply Sheet: One or more lavers Type Gl "GAFGLAS Ply 4 ", hot mopped Ply fiber, isoxyanurate, urethane, perlite /isoxyanurate composite, perlite/ in place. hsh urethane composite, woxxi fiber /isocyanurate composite, phenolic, any Membrane: "Ruberoid Mop 170 FR ". Mer thickness. Surfacing (Optional): 'GAF Fibered Aluminum Coating" at 1-1/2 n Base Sheet (Optional): One or mom layers Type Gt, G2 or C3. gal or "GAF Weather Coat Emulsion' at 3 gal /sq. Sur] Membrane: One or more Livers "Ruberoid Torch" (Smooth or Granule), Asp "Ruberoid Torch Granule Pl lU. Deleted us", "Ruberoid Mop' (Smooth or Granule) 11. Deleted Coa or "Ruberoid Mop Plus Granule" (granule). 24. Deck Surfacing: Gravel, 4W lbs /sq, loose laid or applied in a Floor coat of hot 13 12. Deleted ed Ins( roofing asphalt. , libel 2. De NC Incline: 1 /2 Del, ck: d Bas( Base Sheet (Optional): One or more layers Type Gl, G2 or G3. ]5. Dec C -15/32 Incline 1 /2 fast( Membrane: One or more layers "Rubemid Torch" (Smooth or Granule , ulation (Optional). Perlite, fiber glass, isoc)'anurate, urethane of Mel "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granul perlite /isocyanurate composite. Sur! or "Ruberoid Map Plus Granule ". Base Sheet: One or more lavers Type G2 or G3 base sheet, hot mopped Asp Coating: Karnak No. 97,1-1/2 - 3 gal /sq. or mechanically fastened. Coa 3. Deck: NC Incline: 1/4 Ply Sheet (Optional): One or more layers Type Gl, hot mopped in 25, Deck Insulation (Optional): One or more layers perlite, wood fiber, glass place. ins( fiber, any thickness. Membrane: "Ruberoid Mop 170 FR ". • • • Bas, Base Sheet (Optional): One or more lavers Type Gl, G2 or C3. 16. Deck: C -15/32 Incline: 1/2 • • roof Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), Insulation (Optional): Perlite, fiber;Ias* %xyanurale Wethane of ` '; ` Mel "Ruberoid Torch Granule Plus ", "Ruberoid Mop Granule" or "Ruberoid perlite /isooyanurate composite, offset 61st froth joints! • ° • • Sur Mop Plus Granule '. Base Sheet: One or more layers Type G4e+p" base sheet, Tieehmopped. • •: • A Coating: Karnak No�97, 1 -1 /2 - 3 gal /sq. or mechanically fastened. • s • • • • • • 16i. •Deck 4. Deck: C -15/32 Incline: 1/2 Ply Sheet (Optional): One or more 1tiyL s ° Type G -1 riot m upped irk • • •: Mel Insulation: One or more lavers perlite, glass fiber, isocyanurate, ure- place. • ° •• • • �� Sur thane, perlite /is(xyanurate composite, perlite /urethane composite, phe- Membrane: One layer "Rube Torrc snuoth" or " Ruberoid Mop• • Asp nolic, 1-1/2 in. min thickness (offset from plywood joints 6 in.). Smooth ". `• 1 •' • °. �= � a :: . Deck Base Sheet: One or more lavers Type C2 or G3. Membrane: One laver "Ruberoid Mop -1700 Insr Ply Sheet (Optional): One or mole layers Tvpe Gl. 17. Deck: NC isGili�te'•1 • • ° MCC Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), Insulation (Optional): Perlite, fiber:glasS, ilwd fiber .� yanurate, • Bas "Rubemid Torch Granule Pfus ", "Ruberoid Mop' (Smooth or Granule) urethane or perlite /icocyanurate composite. • • • call: or "Ruberoid Map Plus Granule ". Base Sheet: One or more layers Ty}e�2 tw tj base sheaf R6t mopped; • ° Mel Surfacing: Karnak No. 97,1-1/2 - 3 gal /sq. or mechanically fastened. •• • ••• • ° Sur 5. Deck: NC Incline: 1/2 Ply Sheet (Optional): One or more layers Type GI, hat Apped in "4Vo Base Sheet (Optional): One or more lavers Tvpe GI, G2 or G3. place. 28. Dec)' Membrane: One or more lavers "Ruberoid Torch" (Smooth or Granule), Membrane: One laver "Ruberoid Mop 170 FR" lnsi "Ruberoid Torch Granule Plus ". 18. Deck: NC Incline: 1/2 ore! Surfacing (Optional): Karnak "No. 97" or "1(,9" at 1 -3 gal /sq or Insulation (Optional): Perlite, filer glass, wood fiber, isocyanurate Bas Grundv ind. "20 F Emulsion" at 3 gal /sq. urethane or perlite/ isocyanu rate composite. adh C 6. Deck: -15/32 Incline: 1 1 2 Base Sheet (Optional): One or more layers Type G -2 or G -3 base sheet Me. Insulation: One or more lavers perlite, glass filx•r, 3/4 in. min, iscxya- hot mopped or mechanically fastened. fuse nurate, urethane, perlite /iu+cvanurate composite, perlite/ urethane com Ply Sheet (Optional): One or more lavers Type G - 1, hot mopped to Sur posite, 1-1 in. min. place. men Base Sheet (Optional): Ont or comer lavers Typo• G1, G2 or G3. Membrane: One laver "Ruberoid Torch Smooth" (smooth), "Rubemid g Membrane: One or more lavers "Ruben +id Torch" (Smooth or Granule), Mop Smooth ". Decl "Ruberoid Torch Granule Plus", "Ruberoid Mop' (Smooth or Granule) Membrane: One laver "Ruberoid Mop 1711 FR" (granule). ins, or "Ruberoid Mop Plus Granule" 19. Deck: NC Incline: 1/2 0�0, Surfacing: Gravel. Insulation (Optional): One or more lavers perlite, glass fiber, isocpa' adh 7. Deck: C Incline: 1 nurate, urethane or perlite/ is+nyanurate Composite, in\ thickness. Ras Insulation (Optional): (.l�u or more lacers perlite, wood fiber, glass Base Sheet: One or more plies Type G1 or G2, hot mapped or adhered Me f ony fiber, isanurate, urethane, perlite.'isoctanunate Composite, perlite/ with Karnak Chemical "No. 81" or Gib-Am-Homan "No. h160" cold Sur urethane composite, wood fiber /isoctanurate ConiPosite. applied adhesive at 1-1/ gal•'sq. o Base Sheet T+ +o or more lavers 1} pe C.2 or C.3. Membrane: One laver '•Ituternid \lop 1'() FR ", hot mopped or adhered ,,,,i Ply Sheet (Optional): O or more hers Tvpc G1. with Karnak C:hemi.al "No. 81" or Gibson -Human "Nil. 611)" cold 31. Decl Membrane: C ?nc or coon livens "Rule road lorrh" itimooth or C iranulel, applied adhesive at 'I-1; 2 gal; sl. Ins "Ruberoid forch granule , 210* Lk.t silo+ or "Ruberoid %lop I'lus Granule" 21.. Deck: C Incline: 112 L'a. Surfacing: Karnak No. e)7, 1 - 3 gal %sq or gran(. Insulation (Optional): I'ol iux•tanurate. wood fiber, perlite, glass fiber odl 8. Deck: NC Incl ine: 'I : 2 ant thickness, hot nmppvAi or mecha nically fastene J Me ' Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: Clay forever Notice of Acceptance Number: 06- 0706.09 u � Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 6.98 ...... -.. P 2; 20.7074 P 3 : :20.7074 Maximum Design Wind Pressures, (From the PCA Specific system): 38.47 Sloped System Description S Deck Type: 5/8 "" PI ............ y ... . Alternate Deck Type: n/a .............................................. ............................... Underlayment type: 30# astm d226 type II ........................ Insulation/Fire Barrier Board: n/a w Optional Nailable Substrate: ' . . n/a .... ...... Fasteners: • • • •. • • • 1.25 "coll nails 1 -5/8" tifl ttips' " *so* .......................... Cap Sheet Type /Adhesive Type: `• • • • • 90# astm backnailed /hDcpped •, • • ..... Roof Covering: •• �� 0 wows •wins w Altusa Spanish s clay Tile•• o •••• •••••- Roof Covering Attachm Me 1EQ:• • • • • • Roof Slope: 2 "!12 " ---- +-- - - - - -- - -- -� see below ." Roof Mean Height : ............ ............................... .. ....... • ................. *.Woo • • Ridge Ventilation: n/a Drip Edge Size &Gauge 3" face 26 ga . -rc ...... ......................... • s ; s s ...... wW� Method of Tile Attachment: «<. �:«<�««.�« �«:,«.< -« .« «.- .•� «.•�: •<:.<.•,« : <.•,«« - .:<v«.•:: «: Drip Edge Material Type: G alvinized Metal Adhesive, Medium Paddy Polyfoam Polyp Drip Edge Fastener Type: Altemate Tile Attachment Method: n/a 1,25 " coil nai ................. .............. ............................... Clip Spacing for Metal Roof Panels i .- ..,.-. Field::? n/a Perimeters: n/a Corners: In/a.... Hook Strip /Cleat a. or weight N/A rNm g g Perimeter Width: n/a .................. Page 4 http: / /www.miamidade.gov/ building /roofing _permiting /secfon_d 3.html 5/8/2007 Page 1 of 1 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: 45 ..... x A .274 - Mg: 5.35 = Mr1: 6 . 98 .... ? NOA Mf: 38.7 P 2: 95.1 x A :.274 - M 5.35 = Mr1; 20 7074: NOA Mf: 38.7 P 3: 95.1 x A 2 4 - Mg; 5.35 = Mrl; 20 7074 NOA Mf 38.7 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: F- NOA Mf: ....................... Mr Required Moment Resistance* .... . . .... ...... Mean Roof Height "' • g 15' 20' 25' 30' 40' in Feet " "" "�•�� Roof Slope 1 1 1 1 .... ' 2:12 34.4 36.5 38.2 39.7 42.2 00 • *Soo,, 3:12 32.2 34.4 1 36.0 37.4 39.8 : • • . . .... ...... 4:12 30.4 32.2 1 33.8 35.1 37.3 • • • • • 5 :12 28.4 30.1 1 31.6 32.8 34.9 •0 6:12 26.4 28.0 1 219.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based the systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http:// www. miamidade. gov/ building / roofing _permiting /section_e_'.htm 5/8/2007 M I A M MADE MIAMI -DARE COUNTY. FLORIDA _ METRO -DARE FLAGLER BUILDING BULDDING CODE COMPLIANCE OFFICE (BCCO) 140 REST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6645 NW 77 Avenue Miami, FL 33166 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 pr 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 and the High Velocity Hurricane Zone of the Florida Building Code. r DESCRIPTION: Altusa " S" Clay Roof Tile • •' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ate ands . • following statement. Miami -Dade County Product Control Approved", unless otherwise ngtg4 *1ein • RENEWAL of this NOA shall be considered after a renewal application has been filed and to has beer* no* • • change in the applicable building code negatively affecting the performance of this product. e • • • �` • • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revisroa or change in the •• •• •••• •••••• materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endWMent of any ny • • product, for sales, advertising or any other purposes shall automatically terminate this NOA; Faflute to c04VIx .... ; 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, Flotitia, 9nd fd!1bVedtby • the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it Mall 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 revises NOA #05- 0901.06 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. eol _ NOA No.: 06 Expiration Date: 12/16107 Approval Date: 10/19/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product App licant Dimensions Specifications Description Altusa One Piece `S' L= 18 /a" TAS 112 High profile clay roof tile. For direct deck or Tile W =10.5" batten nail -on, mortar set or adhesive set W' thick nominal applications with minimal head" 3p of 2 -Vi" 3.25" high Trim Pieces Length: varies TAS 112 Accessory trim, clay roof pie for use at Width: varies hips, rakes, ridges and valle, minations. . varying thickness Manufactured for each tile le. . • • • Clip L = 6" TAS 114 Tile clip ' • . 0000.. D= 0.125 0 .0 0 . i 0000 ••• • • 0 Clip L &h = 2" TAS 114 L Shaped tile clip 0000,00 0 f 0000 • W = 1 /z •" 0000.• 0.05" thick 00000* • • • • . 0000 • •• 0000• 2.1 SUBMITTED EVIDENCE: 0 0000,. 0000 0000. 0000 0000 0000.• Test Agency Test Identifier Test Name/Reuort : 40 : 00 Date . 6 • . 0006 000000 The Center for Applied 94-083 Static Uplift Testing . *April IWO • • 0 Engineering, Inc. TAS 101 (Adhesive Set f .. 0 0.0 The Center for Applied 94-084 Static Uplift Testing May 1994 v Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25- 7200 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (Quick -Drive Screws, Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 PRI Asphalt Technology, Inc. CLF- 003 -02 -01 TAS 102 October 2001 Adft NOA No.: 06- 0706.09 - _ Expiration Date: 12116107 Approval Date: 10/19/06 Page 2 of 7 Test Anency Test Identifier Test Name/Report Date Redland Technologies 7161 -03; Appendix III TAS 102 Dec. 1991 Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 3. LIMITATIONS 0000 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shalt & $erformedin" '. accordance with RAS 106. • 0 0 0 • • • • • • • • 3.3 Applicant shall retain the services of a Miami -Dade County Certified Labojh . y to pe�or% :0 0.0 quarterly test in accordance with TAS 112, appendix 'A'. Such testing simll,t. %ubmiw19 0000 the Building Code Compliance Office for review. 000000 4 9 0 8 00:00' 3.4 Minimum underlayment shall be in compliance with the applicable RoWngApplicatloaa' .... 4 Standards listed section 4.1 herein. 0000.. 0 s 3.5 30/90 hot mopped underlayment applications may be installed perpendiculw to the roof derA. ' 0 . 0 '' unless stated otherwise by the underlayment material manufacturers publisged jitrrature. ' 0 4 e 3.6 This acceptance is for wood deck applications. Minimum deck require?ntnts'shall W in: ' compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 'Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 06- 0706.09 U Expiration Date: 12/16/07 Approval Date: 10 /19/06 Page 3 of 7 Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) Length -I (ft) Wldth -w (ft) Altusa 'S' Tile 6.9 1.52 0.875 Table 2: Aerodynamic Multipliers - (ft) Tile X (ft) A (ft ) Profile Batten Application Direct Deck Application Altusa 'S' Tile 0.253 0.274 Table 3: Restoring Moments due to Grav RY - M ft -lbf Tile 3 ": 12" 4 ":12" 5 ": 12" 6 ":12" 7 ":12" or Profile or less greater Altusa 'S' Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck I Deck I Deck Deck 4.47 5.35 4.40 5.27 4.31 1 5.16 4.20 1 5.03 4.08 4.89 Table 4: Attachment Resistance (Expressed as a Moment - M (ft-ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" (Min. 19/32" plywood) plywood) Altusa'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw 5.1 6.8 2.8, • •" Shank Nail •' " "' • 2 -10d Smooth or Screw 6.9 9.2 " 7.T ". '. Shank Nails ' 0 • • • "' •' 1 .#8 Screw 28.7 28.7 WA :....: 218 Screws 58.2 58.2 . . 26.9 ' 1 -10d Smooth or Screw 23.1 23.1 19. "0" Shank Nail Field Clip) "' a ' •' • 69:00 1 -10d Smooth or Screw 29.3 29.3 •0 . 0 • 24.0 " • %' Shank Nail Eave Cli 2 -10d Smooth or Screw 27.6 27.6 38.8 • • Shank Nails Field Clip) • • • • • • 2 -10d Smooth or Screw 38.1 38.1 41. • • Shank Nails Eave Cli 1 Screw with Altusa Cli See clip details Altusa "S" 1 Screw with clip (at the 187.1 187.1 WA Tile' head of file Altusa "S" 1 Screw with clip (at the 35.2 35.2 !! Tile' water course of file 1. Screw must be installed in the inside nail hole located nearest to the hump of the tile. NOA No.: 06- 0706.09 Expiration Date: 12/16/07 Approval Date: 10/19/06 Page 4 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Aftusa'S' Tile Adhesive 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoarn Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa `S' Tile Polyfoam Pol ProTM 66.5 Polyfoam Pol ProTm 38. 4 Large paddv placement of 63 grams of Pol ProTm. 5 Medium paddy placement of 24 grams of Pol ProTm. Table 513: Attachment Resistance Expressed as a Moment - Mf (ft -ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa 'S' Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturers narie or log Nr • • • • • • • following statement: "Miami -Dade County Product Control Approved ". • . • • . • . • • oases. sees .. . . e . . ..... ALTUSA MADE IN VENQUEL.A. ; :3 C ::;::. D ...... . . e o a e ...... 0 Dogs IDENTIFICATION MARK FOR ALTUSA `S' CLAY ROOF Til.� • a *0* • : • • • • LOCATED UNDERNEATH TILE D o: 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. NOA No.: 06- 0706.09 ` y Expiration Date: 12116/07 Approval Date: 10 /19/06 Page 5 of 7 PROFILE DRAWINGS ALTUSA `S' CLAY ROOF TILE 0 e CLIP DETAILS *SPANISH S' TILE BY ALTUSA "P•) I 2-1/2" OVERLAP (COVERS PIN HOLE) I� 7 o i � _ I — SCREW IN THE INSIDE HOLE • • • o ' NEAREST TO THE IOMPOFJHE TILLP • • • • • • • • i ••••.• • .o ....i. - DEC&.:.. . .... .. . . . CUP WITH ONE (1) SCREW .�j ATTACHED TO DECK • • • • • .0.... • • CUP PLACEMENT DETAIL • .... . • • ...... . • ... • • . LJ o • + CUP NOA No.: 06- 0706.09 Expiration Date: 12116/07 _ - Approval Date: 10/19/06 Page 6 of 7 CLIP DETAILS (CON'T) "SPANISH S. TILE BY ALTUSA — 21W OVERLAP (TYP•) (COVERS PIN HOLE) I I I SCREW (HOLDS —� CLIP ONTO DECK) I i SCREW IN THE INSIDE NAIL HOLE i NEAREST TO THE HUMP OF THE TILE — DECK 1 11V 13!4' 3 4' CLIP PLACEMENT DETAIL 1, M X ` t GALVANIZED METAL CUP 3.00 • AAAL0 000.04 • ••• • • 2112' SCREW • • DECK • •• *• • • • ••••s• • •••• • • • ••• •• a • • 0000 • •• ••9•• 00.00• 0000 ••••• •• •• ••0• 900••0 END OF THIS ACCEPTANCE • • • • • • • 9 • • 9 0 . . •••••• • • 0 ... NOA No.: 06.0706.09 Expiration Date: 12/16/07 ° Approval Date: 10 /19/06 Page 7 of 7 Miami Shores Village Building Permit 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1505 s Printed: 12/10 /2004 Page 1 of 1 Applicant: Owner: JOB ADDRESS: 290 NE 98 ST Contractor OBENOUR ROOFING Contractor's Address: 9301 NE 6 AVE SUITE A -101 Local Phone: 305 - 757 -2612 Parcel # 1132060134150 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 BLK 31 LOT SIZE 103.560 Fees: Description Amount FEE2004 -12415 Building Fee $250.00 FEE2004 -12416 CCF $3.60 Total Fees: $276.05 FEE2004 -12417 Training and Education Fee $1.20 Total Receipts: $0.00 FEE2004 -12418 Technology Fee $6.25 FEE2004 -12419 Scanning Fee $15.00 Total Fees: $276.05 Permit Status: APPROVED Permit Expiration: 5/15/2005 Construction Value: $5,295.00 Work: ROOF ALTUSA FOR ADDITION AND MINOR REPAIR ON ROOF NOV 15 Bn 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: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (3051 Fag: (305) 756.8972 ec _ BUILDING' Permit No. -0 PERMIT APPLICATION aster Permit No. P n o FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical =Roofmg Owner's Name (Fee Simple Titleholder) Owner' Address Cit f iLf� �f� State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Fhone # 10` Contractor's Addr C eSS ity State • ' Zip Qualifier (� ✓ 4 b . ,.. State Certificate or Registration No. Certificate of Competency No. 0 0-060 e 1 6 32 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 2 Square Footage Of Work: �. Type of Work: ❑Addition ❑Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: S e ak s Submittal Fee $ CZ Permit Fee CCF $ ( CO /CC q Notary $ Training(Education Fee Q Technology Fee $ Scanning $ Radon $ �� Zonin 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 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. r SignaturSignatau Owner or A ent Contractor The foregoing instrument was acknowfflpdged bebore,kne this The foregoing instrument was / ackno ed bef a me thi �1 day of DJ , 20 day of �1� 2(� 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 P IC: / � � -� NOTARY PUBLIC: Sign: �' Sign: Print: �" ►vp a Sandra. A Had Print: • �.--•` � 1 yi s a. �; , .Commission #L1Dfl14t372 ��, �o: ices.April2 My Commission Expiies A� x: Q ° � 2 � 5 My Commission Expire- ` rFj °�`,�� B Its Sk" APPLICATION APPROVED BY: 17 Plans Examiner Engineer Zoning Che 05/13/03 P' - ti! , i.. � t ai OBENOUR ROOFING, SHEET METAL Sc SUPPLY CO. OFFICES: WAREHOUSE: 9301 N.E. 6 AVENUE, SUITE A -101 7357 N.W. MIAMI COURT MIAMI SHORES, FLORIDA 33138 MIAMI, FLORIDA 33150 (305) 757 -2612 - (305) 757 -7861 ' Z I P 04 FAX (305) 758 -8484 U II October 17, 2007 Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 RE: Burnside Residence 290 N.E. 98th Street Miami Shores, FL To whom it may concern: Please be advised we are no longer interested in performing the roofing on the above residence. Thank you. Si erely, Catherine Ob oliif-Duf f in cad "Family owned and operated since 1929" (S'U eAlAovje- d� c ssv Ao NE ` 510 3313 e�! R Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores F �R Phone: (305)795 -2204 Fax: (305)756 -8Q7 Inspectia� Number t�USP 16'i4�„ ., �; Permit Number L2t1Q4 326, Scheduled Inspection Date: June 10, 2009 Permit Type: Imported Permit Inspector: Devaney, Michael Inspection Type: Final Owner: BURNSIDE, JEFFREY Work Classification <NONE> Job Address: 290 NE 98 Street Miami Shores, FL 33138- Phone Number (305)7574955 Parcel Number 1132060134150 Project: <NONE> Contractor: LS CURTIS INC Phone: 305 -892 -0115 Building Department Comments Inspector Comments Passed �`e �� { Failed � ' Correction Needed Re- inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. i.___ nn nnnn Inspection Worksheet Miami Shores Village uu um 10050 N.E. 2nd Avenue Miami Shores, FL O R Phone: (305)795 -2204 Fax: (305)756 -8972 OF Inspection Date: January 26, 2009 Permit Type: Imported Permit Inspector: Bruhn, Norman Inspection Type: p yp Drywall Screw Owner: BURNSIDE, JEFFREY Work Classification: Addition /Alteration Job Address: 290 NE 98 Street NE Miami Shores, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments Inspector Comments Passed cc Failed E] Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 23, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 0 Ott" 10050 N.E. 2nd Avenue Miami Shores, F LYT ,. Phone: (305)795 -2204 Fax: (305)756 -0972 " 01 Inspection Date: 09/02/2008 Permit Type: Imported Permit Inspector: Devaney, Michael Inspection Type: Rough Owner: BURNSIDE, JEFFREY Work Classification: <NONE> Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)7574955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: LS CURTIS INC Phone: 305 - 892 -0115 Building Department Comments ELECTRICAL FOR ADDITION MASTER BP2004 -897 EXPIRED 06/15/05 NO INSP 0 � va Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 86817. cc WALLS FRONT ENTRY WAY AND DINING ROOM.ALL OLD RUBBER AND CLOATH INSULATED CONDUCTORS HAVE TO BE REMOVED El AND REPLACED. MD 06/11/08 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, September 2, 2008 Page 2 of 2 xtiaml mores v inage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138. Tel: (305 6.8972 BUILDING Permit No. PERMIT APPLICATION �. �a � .. icy *ate ter Permit No. FBC 2001 Permit Type (circle): Building Electri l Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # a Owner's Address o OE q Sr. City RnM State _ , . Zip Tenant/Lessee Name Phone # �. Job Address (where the work is being done) O /i �F Q City Miami Shores Village County . Miami -Dade Zip aj( Is Building Historically Designated YES NO Contractor's Company Name 1K f =C E�?_Z 6 " 7 Contractor's Address City N ` State _ zi Qualifier State Certificate or Registration No. ls® S'"7�� Certif gate of Competency No. Architect/Engineer's Name (if applicable) 1W4 1 ,C -oido Phone # S Value of Work For this Permit o 0) P-1 OI&C Pro " Square Footage Of Work: � Type of Work: ❑Addition j ❑New ❑ Repair/Replace ❑ Demolition Describe Work: WI MOO &'A 06 014 ` , =:ua Submittal Fee S Permit Fee S Notary S Trainiug/Education Fee S Technology Fee S Scanning S Radon S Zonin Bond S Code Enforcement $ Structural Plan Review. $ r �---- MAR 11 PAID Total Fee Now Due S _�_� (Continued on opposite side) A Oat 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 FOIL' 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 fore oin instrume was ackno ledg me thus t� p The foregoing instrument was acknowledged before me this day of , 20U �, by Ifw lam -day of . 20 _� by who is person 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. ve lJi .i L, NOTARY UB IC: �-'.flTARY PUBLIC: Sign: a_ L " "' K ii'� 5° 0117 Sign: Print: auann it >>. Print: o u _ _ My Commission Exp My Commission Expires: APPLICATION .?APPROVED BY: Plans Examiner Engineer Zoning Cho 05/13/03 ECEoVE® Miami Shores Village 3 (�o� Building Department 10050 N.E.2nd Avenue, N I iami Shores, Florida 33138 �, ---------- Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. V F2C)04 — �S q - 7 PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Buildin Electrical Plumbing . Mechanical Roofing Owner's Name (Fee Simple Titleholder) .' Phone # Owner's Address City Y'1-/ate, i S State 12- zip Tenant(Lessee Name Phone # Job Address (where the work is being done). City N1diami Shores Village County Miami -Dade zip Is Building Historically Designated YES NO Contractor's Company Name ( ' C� (' ®a2 /' Phone # - - 3 > QS 6 .�;77 C27 Contrac�tor's � 1 - a7 % � � - City / . G`'�rd State JS zip State Certificate or Registration No. C2r Certificate of Competency No. Archi gineer s Name (if applicable) 3aS -� S $ Value of Work For this Permit a ®� 4 © � Square Footage Of Work: l ®O O • 0..D Type of Work: Addition Alteration E]New ❑ Repair/Replace ❑ Demolition Describe Work: �� s°� Submittal Fee $ Zb • Uy Permit Fee $ CCF $ 13 ® CO /CC � Notary $ Training/Education Fee $ — Technology Fee $ S cannin g $ -- Radon $' zonin � Bond $ Code Enforcement $ Structural Plan Review. $ 0 - Total Fee Now Due $ C ;1(56 - 00 Sv I (Continued on opposite side) i Bonding Company's Name (if applicable) t Bonding Company's Address av State Zip City 4 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 EWROVEIVIENTS 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. r Si Si "A. Owner or Agent Co 20:1:4ged The foregoing instrument was acknowledged before me this The foregoing instrument before me this day of � J 20(A by G are airnsic day of 20 ��by w is Personally known to me or who has produced who is personally known to me or rho r d�r J 1 C o O As identification and who did take an oath as iden Q h Expi Jul 13 2 007 NOT IC: NOTARY PUBLI = a ' g Sign: YP ' e� V Sign: fission #D 231984 Print: - u Print: a.��'' BondedThr My Commission Expires: dr antic Bonding Co., Inc. My Commission Expires: APPLICATION APPROVED BY: e w 2004 Plans Examiner Engineer at Z&:::24 Zoning Che 05/13/03 Inspection Worksheet Miami Shores Village . 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 , Inspection Date: 0611112008 Permit Type: Imported Permit Inspector. Devaney, Michael Inspection Type: Rough Owner: BURNSIDE, JEFFREY Work Classification: <NONE> Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: LS CURTIS INC Phone: 305 - 892 -0115 BuIlding Department Comments ELECTRICAL FOR ADDITION MASTER BP2004 -897 EXPIRED 06/15/05 NO INSP JUN I a 2008 v Inspector Comments Passed cc l T Failed Correction Needed Re- inspection Fee ($75)' No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, June 10, 2008 Page 2 of 2 r ;t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL � � 4 ? �. Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/04/2008 Permit Type: Imported Permit Inspector: Grande, Claudio .® Inspection Type: Windows Owner: BURNSIDE, JEFFREY Work Classification: Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 -892 -6507 Building Department Comments NEW ADDITION OF WALKING AREA AND INTERIOR REMODELING AS PER BUILDING OFFICIAL OK TO REINSTATE PERMIT FEE OF 1/3 AMOUNT OF $2,200.00. JOB IS 1/2 COMPLETED. CG Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-7631 1. Only windows and door at new entry construction. No NOAS available for inspection of the remainder of the house. 3/3/08 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, March 3, 2008 Page 2 of 2 Inspection Worksheet ;. a �mz Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 :.:::... :..: t#t:::. ...... . ........:::::.::::........................................:::::::::.::..:......................... ............................... I r.€�r:.:: :.......... '.:.: Inspection Date: 03/03/2008 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: Windows Owner: BURNSIDE, JEFFREY Work Classification Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments NEW ADDITION OF WALKING AREA AND INTERIOR REMODELING AS PER BUILDING OFFICIAL OK TO REINSTATE `mo PERMIT FEE OF 1/3 AMOUNT OF $2,200.00. JOB IS 1/2 COMPLETED. CG 3 Inspector Comments Passed !lam Failed El (7 Correction Needed ' Re- Inspection Fee Z ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, February 29, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village i um� 10050 N.E. 2nd Avenue Miami Shores, FL �FKtes N �� `coRa9� Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -56266 Permit Number: RF*7 -0.7- 152'1 Inspection Date: 10/30/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: BURNSIDE, JEFFREY Work Classification Roof - New Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: TOUGH ROOFING CO INC Phone: (305)652 -7441 Building Department Comments ® 98 b ® Inspector Comments Passed m " Failed Correction Needed Re- Inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, October 29, 2007 Page 2 of 2 <� Inspection Worksheet k Miami Shores Village (; rYap. 10050 N.E. 2nd Avenue Miami Shores, FL y Phone: (305)795 -2204 Fax: (305)756 -8972 .:. ... :.:...:... I Inspection Date: 10125/2007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tin Cap Owner: BURNSIDE, JEFFREY Work Classification: Roof - New Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)7574955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: TOUGH ROOFING CO INC Phone: (305)652 -7441 Buildina De artment Comments Infraction Passed Comments TIN CAP SPACEING True 2, C Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, October 24, 2007 Page 1 of 2 ,SRS Inspection Worksheet ,mM Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 4 W 4w?V Phone: (305)795 -2204 Fax: (305)756 -8972 ry;t3�[iL N y yt ' P e t9T�'iu RAE , Inspection Date: 10/2512007 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: BURNSIDE, JEFFREY Work Classification Roof - New Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: TOUGH ROOFING CO INC Phone: (305)652 -7441 Building Department Comments Inspector Comments Passed Cap sheet at lower roof is full of stucco cement, clean off cement and install new 30 lb and 90 lb cap sheet mopped as required. 10/25/07 CG Failed 1© Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, October 25, 2007 Page 1 of 2 �g "°� �� Inspection Worksheet „ Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL OR Phone: (305)795 -2204 Fax: (305)756 -8972 nsectton Ntt�t�er P�9� Ie�t# Itlumber CP`I� -`► Inspection Date: 09/1012007 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: Truss Insp Owner: BURNSIDE, JEFFREY Work Classification Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments NEW ADDITION OF WALKING AREA AND INTERIOR REMODELING AS PER BUILDING OFFICIAL OK TO REINSTATE PERMIT FEE OF 1/3 AMOUNT OF $2,200.00. JOB IS 1/2 COMPLETED. CG� Inspector Comments Passed 10 Strap missing in jack by door 2) Bend all nails thru straps. 3) Bottom cord bracing is missing. 4) Place cats in sheathing joints where plywood is not level. Failed 9/10/07 CG. Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, September 10, 2007 Page 1 of 2 N Inspection Worksheet .n. uur Miami Shores Village � � 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0911112007 Permit Type: Imported Permit Inspector: Grande Claudio Inspection Type: Framing Owner: BURNSIDE, JEFFREY Work Classification: Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NO Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 BuIlding Department Comments NEW ADDITION OF WALKING AREA AND INTERIOR REMODELING AS PER BUILDING OFFICIAL OK TO REINSTATE PERMIT FEE OF 1/3 AMOUNT OF $2,200.00. JOB IS 1/2 SEP I I �oQ� COMPLETED. CG Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 60697.10 Strap missing in jack by door 2) Bend all nails thru straps. 3) Bottom cord bracing is missing. Failed 4) Place cats in sheathing joints where plywood is not level. 9/10/07 CG. CC Correction Needed Re- inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. i Monday, September 10, 2007 Page 2 of 2 y` Inspection Worksheet . Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL OR Phone: (305)795 -2204 Fax: (305)756 -8972 5 �r zt r O p - R 0, 111 o_ W Inspection Date: 09/11/2007 Permit T Im ported Permit Inspector: Grande, Claudio Type p Inspection Type: Roof Sheathing Owner: BURNSIDE, JEFFREY Work Classification: Addition /Alteration Job Address: 290 98 Street NE Miam Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments NEW ADDITION OF WALKING AREA AND INTERIOR REMODELING AS PER BUILDING OFFICIAL OK TO REINSTATE PERMIT FEE OF 1/3 AMOUNT OF $2,200.00. JOB IS 1/2 Al COMPLETED. CG Inspector Comments Passed cc Failed E] Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. i Monday, September 10, 2007 Page 1 of 2 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To JEFFREY BURNSIDE Invoice Number: imp -8 -07 -29512 124 NE 110 ST Invoice Date: August 17, 2007 MIAMI SHORES, FL 33161 -7046 Permit Number: BP2004 -897 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Imported Permit / Work Classification: Date Fee Name Fee Type Fee Amount 08/17/2007 Scaning Calculated $15.00 08/30/2007 Structural Fee Calculated $60.00 08/17/2007 Revision Fee Calculated $35.00 Total Fees Due: $110.00 Thursday, August 30, 2007 Miami Shores Village 4�d Buildin g Department 1 AUG 0 6 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79 .2 4 Fag: (305) 756.8972 BY. - -- - -- - --- - - - - -- BUILDING - r-- Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simpl er) vim S Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 9 �v City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO zP<, Contractor's Company Name A 0 , Q k. Phone # Contractor's Address /A rl, S A 1d3 - -1-- Ci A - 1 e 1 State Zip 3 ) 3 Qualifier Name _ �, SVa. s Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ C2 Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ Zral CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ ! Cl) Radon $ DPBR $ Zoning $ Bond $ / Code Enforcement $ Double Fee $ 1 Structural Review. $ 6 � Total Fee Now Due $ ` L 0 -00 See Reverse side i 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 fast 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 Con cto The foregoing instrument was acknowledged before me this The foregoing instrument was ackn ed ed me this day of . 20 by day of 20 by C le . who is personally known to me or who has produced who is personally known to me or who has produce As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOT AR LICN ' P �� - STATE01?XOMD A mmissiOn DD 9170 m` Sign: Sign: oEU u Y 1 I1 ac. Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: f a SA Plans Examiner Engineer Zoning (Revised 0 NOTICE OF COMMENCEMENT A ''.9CORDED COPY MIDST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT N TAX FOLIO NO. CFH 2 a04R I 1 16654 STATE OF FLORIDA: OR 9k 2290E F's 3147; (Ips) RECORDED 12.'15/20134 09:33:56 COUNTY OFDADE: HARVEY RUVINP CLERK OF COURT HIANI -DARE COUNTYP FLORIDA LAST PAGE THE`' "UNDERSIGNED hereby gives notice that improvements will be made to certain re __ fir[ �, andin accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of pr perry and street address:. G a° 2. Description of improvement: 3.Owner(s) name and address:�� JJA P ° Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: CQ:P� (P S Al 0 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, 00 Name and address: --l" ° 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: / 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording utties different date is specified) O(W r . = 978568 Z Signau, re of Owner w � y Ar jje IRI)R ) Print Owners Name repaie� by: as Sworn to and subscribed before me this day of , i 1149 V its► Address -- t Notary Public Ct Print Notary's Name 1-® `S i My Commission Expires: ' - 123DI -52 203 �® STATE OF FLORIDA, COUNTY OF DADE �� cc ctsasc� u � q J HEREBY CERTIFY that this Ps a tr copy of the V original filed in this office on day of V C P AD 20 Vt /1TPJESS my hand and OfficialSeaL � iyGODe %t'• >•'T, r',' „` HARVEY RUVIN, GLEt of circui a dcounty courts6�,�� ;✓ By D.C. �' Miami Shores Village Buildi Permit 10050 NE 2nd Avenue •�• Phone: 305 - 795 -2204 Permit Number: BP2004 -897 Printed: 12/10 /2004 Page 1 of 2 Applicant: Owner: JOB ADDRESS: 290 NE 98 ST Contractor ARCO CONSTRUCTION Contractor's Address: 1665 NE 137 TERR Local Phone: 305 - 892 -6507 Parcel # 1132060134150 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 1 & 2 BLK 31 LOT SIZE 103.560 Fees: Description Amount FEE2004 -9942 Structural Fee $50.00 FEE2004 -12404 Building Fee $6,600.00 Total Fee FEE2004 -12405 CCF $132.00 Total Receipts: $0.00 FEE2004 -12406 CO /CC $50.00 FEE2004 -12407 Notary Fee $5.00 FEE2004 -12408 Training and Education Fee $44.00 FEE2004 -12409 Technology Fee $165.00 FEE2004 -12410 Scanning Fee $90.00 FEE2004 -12411 Builders Bond $300.00 FEE2004 -12413 Submittal Fee ($250.00) NQV 5 FEE2004 -12414 Structural Fee $50.00 Total Fees: $7,236.00 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: Miami Shores Village Building Department 10050 N.E.2nd Avenue iami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit o. BP 04 -897 Page of 2 11/19 04 SECOND CRITI UE ILDING CRITIQ E SHEET 1. Submit two sets o NOA's for mpact resistant SH windows for windows W -6, 7, and -10. FBC 1626.1 2. Provide Total SF and roo on plans. 3. Follow the procedures ubmission of corrected plans on the next page for your e- submittal INCLUDING THE REMOVAL OF OLD DED SHEETS FROM THE PLANS. PROCEDURES FOR SUB ISSION CORRECTED PLANS 1. REPRINT PAGES ITH CORRECT NS. 2. REMOVE OLD AGES FROM L PLANS AND SUBSTITUTE WI H CORRECTED PA S. A.MARK OL PAGES "VOID" ON HE ON THE FACE OF E CH SHEET. B. DO NOT MOVE BACK SHEET C NTAINING BUILDING I) ARTMENT AND COUNT STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. Page 2 of 2 C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 11/19/04 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 04 -897 Page 1 of 2 9/23/04 BUILDING CRITIQUE SHEET d�t. Address P &Z comments. Submit electrical, mechanical, plumbing, roofing, and storm shutter permit applications. 3. Submit two sets of NOA's for all opening. FBC 1626.1 "IA4. Provide Total SF under roof existing, total SF under roof of addition and total SF under roof proposed on plans. �5. Wall ledgend on A -01 calls both straight line CBS wall and hatched line CBS wall as existing —show new CBS wall on plans. Follow the procedures for submission of corrected plans on the next page for your re -submi - -I sf 5 5 ®P 40v - t"11- 0 5eA oA r a Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 9/23/04 305 - 795 -2204 �+ s 3 Sao I L� �amt S Vi e 10050 N.E. SECOND AVE. �l0R1Dp' KAM SHORES, FLORIDA 33138 -2382 DEVELOPMENT ORDER CASE # PZ04- 0826 -07 APPLICANT: Jeff and Elaine Burnside SITE ADDRESS: 290 N.E. 98 Street Whereas, the applicant has filed an application for site plan approval before the Planning and Zoning Board on the above described property. The applicant sought approval for a garage enclosure. Whereas, a public hearing was held on August 26, 2006, and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, the drawings, and conditions agreed upon at the hearing. The applicant must satisfy all applicable Miami Shores Village codes, Miami -Dade County Codes, and the applicable building and life safety codes required for development. Action taken today does not constitute a final development order and one or more concurrency determinations will subsequently be required. Ii add ti_ok a - i Declaration of Use must be filed concerning usage - ofthd- enclosure. -� Passed and adopted this 26 day of August, 2004 by the Planning and Zoning Board as follows: Member Crutchfield Yes Chairman Fernandez Yes Member Sastre Absent Member Sho ey Yes Me be Abramitis Yes � f ate ` airman, fianpfig and Zo g Bd. e. "• t RESTRICTIVE COVENANT DECLARATION OF USE PREPARED BY: DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned � J A1 e the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Lot(s)__L Lot(s)__ Block = d of CL - )X! &,-ni r8^ �' (Subdivision), A.K.A. (addres) C �i , `,1' according to the plat thereoiy as recorded in the Plat Book L ® Page - 74- , , of the Public Records of Miami -Dade County, Florida, and. Whereas, the undersigned owners) ° Z6 zi e Bepxp 6 0" desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. <: 2. That the property will be used for a single family residence only. _ - 3. That the use of the property or building will be as follows: NOW, THEREOF, for good and valuable consideration, the undersigned do(es) heteby th9t he/she- will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the Iand and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Villagethen in effect. IN WITNESS WHEREOF th ersigned has/have caused hand(s) and seal(s) to be affixed hereto on this A C day of 20 + SS( ) ,... . Si a Print r Signature and Print gnature and Print Signature and Print STATE OF FLORIDA): _ COUNTY OF MIAMI- DADE): I HEREBY CERTIFY that on this day personally a peared before me who is personally known to me or has produced E 1 Q DU(M1 OW (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for urposes there in expressed. SWORN TO AND SUBSCRIBED before me on this C) day of My commission expires %i f , E OF A < res: Ju s p Bonder 1'hm Ad CRITIQUE SHEET JOB ADDRESS za 1 / l� APPLICANT ®� PERMIT NO. PHONE # ADDRESS: _ MIAMI SHORES VILLAGE APPUCAMO N ` y ( /, ®N /6 � !� _. BUILDING /ZONING DEPARTMENT SHEET . > fJ 8ECT10N BY DATE MISCELLANEOUS ZONING a ELECTRICAL �j MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUIL0ING OFFICIAL - t. Subject to ooMpilance with of Federal, btu Cw*.YWA" Mas andregatattoas. Villagemss m cto s for acomey odor resutts fr Z This copy of plaas must be avallabte tuEdtng stte or no Inspection Witt be oondact DATE ZVe COMMENTS INITIALS ICOT " Miami Shores Village I { 13- y Building Department ' g p 10050 KE.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 6 4 - b 7 Job Name 1661r4S Ida STRUCTURAL CRITIQUE SHEET �� -7 / &/ ® 0/ -i'jle Pxa n -5 le ea,--s k 6 -e Y6 n.0 y' e Plate VA - z, d'2 elm S Miami Shores Village ` ) 31 0 � Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. �� r Job Name Date MECHANICAL CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. _ 7 Job Name ELECTRICAL CRITIQUE SHEET xo- 7 A rf/® { .JOB ADDRESS °`-'L �• / B� 1 "`� APPLICANT �� jx . PERMIT NO. ADDRESS: PHONE# MIAMI SHORES VILLAGE APPLICATION �y ( �(�� `'�_�� BUILDING I ZONING DEPARTMEM _ OR SECTION BY . .SHEET :.. _DATE ZONING MISCELLANEOUS ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL . t. Subject to compUance Wl(h aft #eder4 sw t ou t vulw Ades end fw atto m vikoe as= no *rersponstbluty for accvractr atlor resutts if. - . these plans. 2. This copy of plans mast bs avaltable buRdinq site or no lnspecka Yda he conduct DATE ls/ V CJ COMMENTS INITIA F—t& r7 k) T�'S6-1?"cjA-/ ivila1111 311W Ub V 111agu Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No: g - 45 2 7 Job Name 661r27S l d e, Z '7® M5 '76 5 ¢; STRUCTURAL CRITIQUE SHEET 79v5-1- 7/ & /®4' d -i e Flan � , le rs ,6 e Yo j' � D7 . Lot jw j " .5ee ex � e d ( 4 � N 1� Rs" j /a S`C4-coe • ��r Are r Olt e s`rr -rf: S--03 13 y �� Inspection Worksheet Miami Shores Village ,._... a 10050 N.E. 2nd Avenue Miami Shores, FL o figOR ° ° Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 531'72 Permit Number: BP2 -897' Inspection Date: 06/2012007 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: Roof Sheathing Owner: BURNSIDE, JEFFREY Work Classification: Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Project: <NONE> Parcel Number 1132060134150 Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments NEW ADDITION OF WALKING AREA AND INTERIOR REMODELING AS PER BUILDING OFFICIAL OK TO REINSTATE JUN 2 12001 PERMIT FEE OF 1/3 AMOUNT OF $2,200.00. JOB IS 1/2 COMPLETED. CG Inspector Comments Passed MV Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, June 19, 2007 Page 1 of 2 NNW Inspection Worksheet Miami Shores Village - 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �1 u. . F. Inspection Date: 04/03/2007 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: Steel Owner: BURNSIDE, JEFFREY Work Classification Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments NEW ADDITION OF WALKING AREA AND INTERIOR REMODELING AS PER BUILDING OFFICIAL OK TO REINSTATE APR ® 4 200' PERMIT FEE OF 1/3 AMOUNT OF $2,200.00. JOB IS 1/2 COMPLETED. CG Inspector Comments Passed STEEL REINFORCEMENT A Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, April 2, 2007 Page 1 of 2 Inspection Worksheet sale Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ` Phone: (305)795 -2204 Fax: (305)756 -8972 y 2 � f_ s �l Inspection Date: 01/3012007 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: Columns Owner: BURNSIDE, JEFFREY Work Classification Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments NEW ADDITION OF WALKING AREA AND INTERIOR REMODELING TO REINSTATE PERMIITFEE OF 1/3 F $2,200.00. JOB IS 1/2 COMPLETED. CG nspector comments Passed f . RE- INFORCEMENT Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, January 29, 2007 Page 1 of 1 =ERs Inspection Worksheet Miami Shores Village eau it � °° enu� 4 =.� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -38071 Permit Number: BP2004 -897 Inspection Date: 01124/2007 Permit Type: Imported Permit Inspector: Rodriguez, Jorge Inspection Type: Columns Owner: BURNSIDE, JEFFREY Work Classification Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 -892 -6507 Building Department Comments column re- inforcement JAN 2 6 2007 Inspector Comments Passed .rte .�/ s i,J`� �•� �- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, January 24, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village L 10050 N.E. 2nd Avenue Miami Shores, FL nu Phone: (305)795 -2204 Fax: (305)756 -8972 r NY, y Inspection Date: 10/30/2006 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: Slab Owner: BURNSIDE, JEFFREY Work Classification: Addition /Alteration Job Address: 290 98 Street NE 1 Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments 0 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 27, 2006 Page 1 of 2 t a 5� a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL L _ Phone: (305)795 -2204 Fax: (305)756 -8972 U KAW N, , �' R �I 3 h . , t,. y � a .. i.. � .!� � SSi�'. AM / l 3 Inspection Date: 10130/2006 Permit Type: Imported Permit Inspector: Grande, Claudio OCT 31 2006 Inspection Type: Columns Owner: BURNSIDE, JEFFREY Work Classification Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments Inspector Comments Passed Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 27, 2006 Page 2 of 2 ��// Inspection Worksheet _ Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL sN f, Phone: (305)795 -2204 Fax: (305)756 -8972 ............ .....: : . : . . ........:............. ..::.:...:.. : : : : : : .....:....:. . : : :: ...: : .:::.::. >::: •:::..:.::::.: : :::. >:.::::.::.: . : . :::::::::::::...:. ............................ ::. ::::::::.................................:.:::.::::::::::::::::... ..:::.:::...:.......P�i . Inspection Date: 09/0512006 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: Foundation Owner: BURNSIDE, JEFFREY SLP 0 6 RECT Work Classification: Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number (305)757 -4955 Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Buildina De artment Comments Inspector Comments Passed Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, September 1, 2006 Page 1 of 2 .� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 4 �~� Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 8/1212004 Expires: 12131/2006 Permit Number BP2004 -897 Owner's Name: JEFFREY BURNSIDE one: Permit Type: Imported Permit Parcel #: 1132060134150 Work Classification: Addition /Alteration Block: Lot: Job Address: 290 98 Street NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 0 ARCO CONSTRUCTION 305 -892 -6507 Yes Total Valuation: $ 6,600.00 ommen Re uired Insp ections NEW ADDITION OF WALKING AREA AND INTERIOR REMODELING NEW CONSTRUCTION Framing AS PER BUILDING OFFICIAL OK TO REINSTATE PERMIT FEE OF 1/3 AMOUNT OF Framing $2,200.00. JOB IS 1/2 COMPLETED. CG Insulation Additional Information Columns Drywall Perm Type: Building Alpha Two: INTERIOR REMODELING Alpha Four. ADDITION AND INTERIOR REI Alpha Five: Residential Alpha Six: SINGLE FAM Pay Date: 12/15/2004 Pay Amount: 7236 Pay Comments: paid ck 1031 Bond Return: 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 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 Amount Invoice Number Amt Due Amt Paid Renewal/Extension Fee $2,200.00 imp -2 -06 -23714 $2,200.00 $2,200.00 Total: $2,200.00 Total: $2,200.00 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature c Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL L� Phone: (305)795 -2204 Fax: (305)756 -8972 I n N WMA y l'. Za Cr,a tl i 3 'u I Inspection Date: 03116/2006 Permit Type: Imported Permit Inspector: Devaney, Michael Inspection Type: Rough Owner: BURNSIDE, JEFFREY Work Classification <NONE> Job Address: 290 98 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: L S CURTIS INC Phone: 305 - 892 -0115 BuIlding Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, March 16, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village . ... 10050 N.E. 2nd Avenue Miami Shores, FL L �io' W Phone: (305)795 -2204 Fax: (305)756 -89724 Inspection Date: 03/14/2006 Permit Type: Imported Permit Inspector: Devaney, Michael Inspection Type: Rough Owner: BURNSIDE, JEFFREY Work Classification <NONE> Job Address: 290 98 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: L S CURTIS INC Phone: 305 - 892 -0115 Building Department Comments Inspector Comments r-e Passed�'�� Failed /�--- AF Correction -- Needed l "" Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, March 13, 2006 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING i' �/� Permit No. ��q PERMIT APPLICATION ' � 17 20041 aster Permit No. ZR 9000 ` FBC 2001 — - Permit Type (circle): Building E Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) e 2j/1 ��, , � /se °P Phone # Owner's Address 0? �� f :' Ir S City ' o—A-C / State -e V Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Nfiami Shores Village County Miami Dade Zip Is Building Historically Designated YES . NO Contractor's Company Name (_ r� ��1,/ Phone # Contractor's Address 622Z zele 20 - IQ ® Ci I Stat Zip Quaffler Architectftgineer's Name (if applicable) Phone # �c $ Value of Work For this Permit Square Footage Of Work: Type of Work. ❑Additi n alteration ❑New ❑ Repair/Replace ❑ Demolition s Describe Work: A- �0i« S -C Submittal Fee Permit Fee $ CCF $ �' CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ don $ Zonin Bond $ Code Enforcement S ��- 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 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 A The foregoing instrument was acknowledged before me this The forego' g instrument was acknowledged before me this 1 7 � day of , 20 _, by day of e r 20e) by who is personally known to me or who has produced who is personally known to me or who has produced f/ As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: CL Print: Print: igr ' 4 Rqhu My Commission Expires: My Commission E- o ' zon Urn (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY l rs� .�Cv 1a11S Examiner Engineer Zoning Cho 12/15/03 Miami Shores Village Electrical Permit 10050 NE 2nd Avenue "" gem Phone: 305- 795 -2204 Permit Number: EL2004 -326 Printed: 12/10 /2004 Page 1 of 1 Applicant: Owner: JOB ADDRESS: 290 NE 98 ST Contractor L S CURIS INC Contractor's Address: 20341 N. E. 30 AVE. 108 -6 Local Phone: 305 - 892 -0115 Parcel # 1132060134150 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 BLK 31 LOT SIZE 103.560 Fees: Description Amount FEE2004 -12425 Building Fee $560.00 Total Fees: $586.80 FEE2004 -12431 CCF $9.60 FEE2004 -12437 Technology Fee $14.00 Total Receipts: $0.00 FEE2004 -12438 Training and Education Fee $3.20 Total Fees: $586.80 Permit Status: APPROVED Permit Expiration: 5/15/2005 Construction Value: $16,000.00 Work: ELECTRICAL FOR ADDITION MASTER BP2004 -897 Nov 15 Nov 15 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: Inspection Worksheet Miami Shores Village �� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 its 'La ( AGg Inspection Number: I NSP- 116643 Permit Number: EL2004 -326 Scheduled Inspection Date: January 07, 2010 Permit Type: Imported Permit Inspector: Devaney, Michael Inspection Type: Final Owner: BURNSIDE, JEFFREY Work Classification: <NONF� Job Address: 290 NE 98 Street Miami Shores, FL 33138 - Phone Number (305)757 -4955 Parcel Number 113206013415 Project: <NONE> Contractor: LS CURTIS INC Phone: 305 - 892 -0115 Building Department Comments ELECTRICAL FOR ADDITION MASTER BP2004 -897 EXPIRED 06/15/05 NO INSP Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 116141. needs as built drawings. MD 06/10/09 Failed G' Correction ❑ � �-�� f � Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 06, 2010 For Inspections please call: (305)762 -4949 Page 4 of 26 c� MIAMI SHORES VILLAGE MIAMI SHORES VILLAGE BUILDING DEPARTMENT BUILDING DEPARTMENT 305- 795 -2204 305 - 795 -2204 Building Inspection Re ues Bu' ding Inspection Request Date Date c�n TypeInsp'n o Type Insp'n 0 Type & f&t�7 Permit No. Ca4 ,3 I� �; Permit No. Name �f�/E/�t`7°__ r,� lam. Name Address � � Q � Address Company -�� Company ! J lJ Phone # Phone # Inspection Date 11 2 s , [ Inspection Date o Approv - Correction ❑ Correction ❑ Re- Insp'n Fee ❑ Re- Insp'n Fee ❑ i MIAMI SHORES VILLAGE MIAMI SHORES VILLAGE BUILDING DEPARTMENT BUILDING DEPARTMENT 305 - 795 -2204 c�� 305 -795 -2204 �V Buildi g Inspection Request �� Bui ing Inspection Request \� Date ra Date I t Type Insp'n Type Insp'n K�7 � Permit No. �Q `l""" u Permit No. ?)f Name Name ° ``�� Address 0 N v Address G J N C✓ 1 V S� Company Company Phone # ' 796 "��!� 3 V-V Phone # I Inspection Date G' Inspection Date ! o pprove Approved )< Correction Correction ❑ Re- Insp'n Fee ❑ Re- Insp'n Fee ❑ �0 n to I i MIAMI SHORES VILLAGE BUILDING IjEPAkTMENT � MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 305- 795 -2204 Buildi g Inspection Request i Building Inspection Request Date e 0 o- Date Type Insp'n T Ins n A ' c� C Type P' Permit No. ® Permit No. ( _ ... Name _ Name Ail Address J� Address ,?-:> P Y Com an Company Phone # 1 7D bl r / Phone # Inspection Date Inspection Date 7 0 APP ro Approved Correction ❑ Correction ❑ — Re -Insp' n Fee ❑ Re -Insp' n Fee ❑ � t i IVIIAMI SHORES VILLAGE MIAMI SHORES VILLAGE ` ! BUILDING DEPARTMENT BUILDING DEPARTMENT b 305- 795 -2204 305- 795 -2204® Building Inspection Request Bu Inspection Request Date \ o r Date I a Type Insp'n nAl Type Insp'n Permit No. �'T Permit No. D Y Name Name Address �"' Address ®N ^ 1 <fJ Company Company Phone # Phone # ® Inspection Date t 7\0 Inspection Date Approved Approved Correction ❑ Correction ❑ Re- Insp'n Fee ❑ Re- Insp'n Fee ❑ ? 4 40 5r e MIAMI SHORWS VILLAGE BUILD-ING DEPARTMENT 66a 305- 795 - 22040 Building Inspection Request Date — Type Insp' n Permit No. _ Name /��// 0 Address ; company Phone # 1�7 Inspection Date Approved. Correction Re- Insp'n Fee 0 s� ELAI HAZLETr- �pN slu �� T 1032 B 124 NE 110 ST MIAMI SHORES, FL 33181 '(�� 63 -2/630 Datbl�[.4r,, �YiW BRANCH 03044 Pay to the V Or der of k.L,, vo � , 3ollars L*.I yak' Lor „- nr.1l iiio P �itsigruiture li enb nd with CAPiogo, Pim Union logo on back.If notPtgsent, FInit t�i►lan Ntatlarre}I �hl� - t � ,�; ® fltstuhtbh.iWUti `J Org. 003'. tt/T 063040021 For .8Nwp 1:06 30000 2 P: 998lig998.8911' L0 3 2 .. v,nwro;vae "" : -, ::_nY.,- ,,._�u "�'•rra:- �....r rte:.'= -'"�F- . ,...s , zc� :. �,�..�— ._,-�c -a�w �a 103:1 �. ELAINE HAZLETT- BURNSIDE 124 NE 110 ST MIAMI SHORES, FL 33161 --�. 63-2/630 Dat BRANCH 03044 Sway to the r „r ,1 rao Print sz tune IfA l0en bac and with C e, first Uraon lo *0 back. I oat gtesen , t cash- krit UmbM Wlwona! Dank �� rlt�vhidF%.edtn Org. Otl3 k/t 063000021 r � r 1:06 30000 2 W 998 389988911' L0 3 L i` e 1r A-1 CONSULTING ENGINEERS, INC �I. ROOF STRUCTURES CONSULTING - ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit #: Job Address: 6 6 ® ;7S % Roofing Contractor: 6' Type of Tile Ae-' f��iS� _ Date installed: Approximate Roof Height: feet Roof Pitch: y/ !� Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: 2- 1 5 ft 2 Required Testing FO ce:lbs. Testing Equipment: F.G.E.100 Date Tested: ly ST LOCATION UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST IMST LOCATIO UPLIFT PULL TEST ST LOCATIO UPLIFT PULL TEST ST LOCATIO UPLIFT PULL TEST 8T LOCATION UPLIFT PULL TEST 1 26 �S 51 76 101 126 2 27 52 77 102 127 3 28 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 07 132 8 33 58 83 1 13 9 34 59 84 109 10 35 60 85 110 135 11 36 61 86 111 136 12 37 62 87 112 137 13 38 63 88 113 138 14 39 1 64 89 114 139 15 40 65 90 115 140 16 41 66 91 116 141 17 42 67 92 117 2 18 1 43 68 93 1 14 19 44 69 94 19 144 20 45 1 70 95 120 145 21 46 71 96 121 146 22 47 72 97 122 147 23 48 73 98 1 123 148 24 49 74 99 124 149 25 50 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Remberto Contreras I�E. P.E.# 21522 A -1 CONSULT�IQG ENGINEERS, INC. Lab. C ifft icatio 01- 1224 -05 ' 4961 S.W. 75ft Street, Miami, Florida 433155 9 Telephone (305)740 -9550 - Fax (305) 740 -9550 w Q SKETCH OF ROOF .n :t N O)TES: Owner's Name: - l�l. ��/� i�/� //� > 5 Permit #: /2 Job Address: 6,3 G V ! & 15 Roofing Contractor: - - Type of Tile: Date Installed: Appoximate Roof Height: o.y feet Roof Pitch: z. - z Type of access to Roof. /( Scaffold Ladde smo other Approximate Square Footage of Roof: ft 2 Required Testing Force: 35 lbs. Date Tested: ,®--g -,2o-- a j I T. - -F T s Z . 7 AV 7q v �i K2 f 3 y 0 Miami Shores Village Building Department 10050 N wen Mi ' Shores, Florida 33138 T : @P �? Y 0) 756.8972 ILDIl'�G AV 1 R 2004 Permit No. �� B'U PERMIT APPLICATIO - _ _ _ _ W _ _ _ e o e m o Master Permit No. OP L 3100 V �5 !� FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) j a,.ei W " 1 Phone # Owner's Address City _t(�� . ,11 In State �L _ Zip Tenant/Lessee Name Phone # Job Address (where the work is.being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name ,� ��' j� (,��, tQ9N(flMW # 4 0 _ ,- 05 - ) fq1 - &50 f 7 Contractor's Address r „Q � Nb' (Q5� 1- f� City 1/ 1� wd� State f L, Zip Qualifier ::p� � [Z State Certificate or Registration No. Ci Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # D� $ Value of Work For this Permit d ' ,oy0 Square Footage Of Work: Type of Work: ❑Addition ❑Alteration [- ❑ Repair/Replace ❑ Demolition Describe Work- &4t 41 ��,��,�,��,��,��,��a� Submittal Fee $ Permit Fee $ CCF $ CO /C Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zonin (-- Bond $ Code Enforcement Structural Plan Review. $ Total Fee Now Due S (` (Continued on opposite side) 1 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 certif ed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) day's 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 71� L4 Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowl!pdged before me day of 20 _, by day of 20 �by /� who is personally known to me or who has produced who is personally knoy7n to me or who has produced As identification and who did take an oath. Ad identification, d who did take an oath NOTARY PUBLIC: NOTARY PUBLIC: Sigu: Sign: yaP� Eon ssion WD tttt 07 Print: Print: d � 0 My Commission Expires: My Commission Ex ices: in gCo, inc. APPLICATION APPROVED BY: r r1m e Engineer Zoning Chc 05/13/03 Miami Shores Village Mechanical Permit 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: MC2004 -204 Printed: 12/13 12004 Page 1 of 1 Applicant: Owner: JOB ADDRESS: 290 NE 98 ST Contractor D J METZELAR Contractor's Address: 225 NE 108 ST Local Phone: 305/758 -7705 Parcel # 1132060134150 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 1 & 2 BLK 31 LOT SIZE 103.560 Fees: Description Amount FEE2004 -12452 Building Fee $560.00 Total Fees: $591.80 FEE2004 -12453 CCF $9.60 FEE2004 -12454 Notary Fee $5.00 Total Receipts: $0.00 FEE2004 -12455 Training and Education Fee $3.20 FEE2004 -12456 Technology Fee $14.00 Total Fees: $591.80 Permit Status: APPROVED Permit Expiration: 5/15/2005 Construction Value: $16,000.00 Work: MECHANICAL FOR ADDITION MASTER BP- 2004 -897 NOV 15 F� 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: i Inspection Worksheet Miami Shores Village j 10050 N.E. 2nd Avenue Miami Shores, FL i Phone: (305)795 -2204 Fax: (305)756 -8972 I nspec Number: INSP- 140675 Permit Number: MC2004 -204 Inspection Date: April 20, 2010 Permit Type: Imported Permit Inspector: Perez, JanPierre Inspection Type: Final Owner: BURNSIDE, JEFFREY Work Classification: <NONE> Job Address: 290 NE 98 Street Miami Shores, FL 33138- Phone Number (305)757 -4955 Parcel Number 113206013415 Project: <NONE> Contractor: Building Department Comments MECHANICAL FOR ADDITION MASTER BP- 2004 -897 Inspector Comments Passed 111\A!\ I CREATED AS REINSPECTION FOR INSP- 139759. need eng letter jpp Failed Correction ` Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 April 20, 2010 Page 1 of 1 Edward A. LANDERS, P.E. CONSULTING ENGINEERS April 16, 2010 Village of Miami Shores Building and Zoning Department 10050 NE 2 nd Avenue Miami Shores, Florida Attn: Building Official Re: Residence Permit BPO4897 290 NE 98 Street Miami Shores, Florida 33138 Dear Sir; We inspected the installation of the A/C units in the second floor bathroom and the first floor laundry room in the above referenced residence. The A/C installations do not pose a safety hazard in their present locations. Please call if we can provide any additional information. Very truly yours Edward A. Landers, P.E. Pr ®sident `� o �- G'�+ -•e� �U� -rte ?�. l� �— A 411 ! 1 2DD� - zo�- 7850 NW 146TH STREET, SUITE 500 * MIAMI LAKES FL 33016 * (305)823 -3938 * FAX (305)823 -9355 MIAMI SHORES. VILLAGE MIAMI SHORES VILLAGE BUILDING DEkIT-MENT BUILDING DEPARTMENT 305-795-2204 305-795-2204 Bui)ding Inspection Requ6st Building Inspection Re quest Date-3 Dated Type Insp'n- caw Type Insp'n Permit No. '6 C Permit No. Name Name t Address N Address Company Company C- Phone # Phone # Inspection Date Inspection Date Approved Approved Correction ❑ Correction ❑ or Re-InsVn Fee ❑ Relnsp'n Fee ❑ t -2 DECO TRUSS COMPANY, INC. To: ;• o r Truss List 13980 SW 252 STREET BURNSIDE ; • ; ; PRINCETON (ARCO CONSTRCICTIOW • • : : : • Blob FL 33032 Page: 1 of 1 ••• ••• • ••• ••• 8/1/2007 Project: EDWARD A. LANDERS, P.E. ; ; ; ; ; ; ; ; ; ; Project 6059 Mo�el: P.E. #038398, PH:(305) 823 -3938 Deliver To: .. • • • • Block No: Account No: Lot No: 290 N.E. 98 ST. Designer: mtm MIAMI SHORES, F6.* • • • • • 000 • • Contact Site Office • ; • ; ; ; ; ; • • Salesperson Deliver To Address3 • . . . . : • duote Name: .. Phone: Fax: Tentative Delivery Date: Material Summary Includes the following General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conoi ions): Building Code: Florida Building Code, Chapter 23. Computer Program Used: MiTek 20/20. Gravity: psf Roof Total Load Gravity: tj psf Floor Total Load. Wind: from ASCE 7 -02 code. Pages or sheets covered by this seal: 0001 thru 0016 Total: 16 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15- 31.003 of the Florida Board of Professional Engineers. The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1 -1995 Section 2. Truss Design Engineer's Name: Mahmound Zolfaghari, P.E. License #: 36921, Address: 13901 S.W. 108 Ave., Miami, FL., 33176. Date Truss Date Truss Date Truss Date Truss 0001 08 -01 -2007 AG1 0002 08 -01 -2007 AG2 0003 08 -01 -2007 AG3 0004 08 -01 -2007 BG1 0005 08 -01 -2007 BG2 0006 08 -01 -2007 J5 0007 08 -01 -2007 J4 0008 08 -01 -2007 AA 0009 08 -01 -2007 J46 0010 08 -01 -2007 J4C 0011 08 -01 -2007 J3 0012 08 -01 -2007 J3A 0013 08 -01 -2007 J36 0014 08 -01 -2007 J3C 0015 08-01 -2007 J3D 001 08 1 -2007 J1 RS. P a E. CONSULTING ENG:I NIEERS i s submittal has been review eR f s C01formance with desigim COPY ,cept and information given in Cc r�ct documents. Accuracy pietenr ss, dimensions pt :1f y ; s s sfetY preCaUtions r � C >G '?i 1fi rnr L. l L ,., r^ �• ...,Of JySli- „niis the responsibility of the contractor. 0 exceptions taken detected ❑ Make cot re ns noted 13 Revise and Resubrr? k Mali Zolfagg a 6, P l `orsulfang Et xr? 11:3 ,108r >a� t j t? No. Mite rli i, i l Phone 305-2.5 }? >z �:,�.: ti ,rs}t(,1a ' air < - � ,{ l � ni'iE r F .op'o Nrl. 361921 $Pa wal lrk o of . ” }. a¢ ,e E 6 3rz Job Truss Truss Type Qt Ply BURNSIDE (R.C.) 6059 AG1 ROOF TRUSS 0001 • • • • • • J@b RkArellc! o nal DECO TRUSS COMPANY INC., Princeton, FL 33032 • • 500 W j, 1 0 ek I dustries, Inc. Wed Aug 01 15:41:46 2007 Page 1 • • • • • • • • 3 - - 11 5 - - 11 8 - - 15 , 11 -4 -3 ; 13 -4 -3 16 -9 -14 3 -5 -11 2 -0 -0 2 -11 -4 2 -11 -4 2 -0 -0 3 -5 -11 • • • •• • ••• Scale 1:28.2 • - • • • • • • • • f • 4X6 � • • • • • 4 3.98 12 •• • • • •• ••• •• 3x6 % • • • •3x 7 s • • • • • • • % • • 3 • • • • • • 3x6 •• • • • ••w ••3x6 2 6 W3 4 W W3 1 7 l�? 3x8 = 13 12 11 10 9 3x6 = 8 3x8 = 2x4 11 3x6 = 3x8 = 46 = 2x4 11 O r 4 -1,5 3 -5 -11 5 -5 -11 8 -4 -15 11 -4 -3 13 -4 -3 16 -4 -15 16 -9 -� r 0 -4 -15 3 -0 -12 2 -0 -0 2 -11 -4 2 -11 -4 2 -0 -0 3 -0 -12 0 -4 -15 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.20 11 >983 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.22 11 >892 240 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2004 /TPt2002 (Matrix) Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -1 -10 oc purlins. BOT CHORD 2 X 6 SYP No.1 BOT CHORD Rigid ceiling directly applied or 4 -9 -1 oc bracing. WEBS 2 X 4 SYP No.2ND *Except* W1 2 X 6 SYP No.1, W3 2 X 6 SYP No.1, W3 2 X 6 SYP No.1 W1 2 X 6 SYP No.1 REACTIONS (lb /size) 1=1318/0-8-0,7=1318/0-8-0 Max Uplift1=- 1230(LC 2), 7=- 1230(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-3203,2-3=-2952.3-4=-2181,4-5=-2181,5-6=-2952,6-7=-3203 BOT CHORD 1- 13=2968, 12 -13 =2968, 11 -12 =2784, 10 -11 =2784, 9 -10 =2784, 8 -9 =2968, 7 -8 =2968 WEBS 2 -13= 32,2 -12 =- 211,3 -12= 490,3 -11 =- 872,4 -11= 1036,5 -11 =- 872,5 -9= 490,6 -9 =- 211,6 -8 =32 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2) 0 -4 -0 to 3 -5 -11, Interior(1) 3 -5 -11 to 5 -4 -15, Exterior(2) 5 -4 -15 to 8 -4 -15, Interior(1) 11 -4 -3 to 13 -4 -3; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1230 lb uplift at joint 1 and 1230 Ito uplift at joint 7. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 152 lb down and 151 lb up at 3 -5 -11, 276 lb down and 274 lb up at 11 -4 -3, and 276 lb down and 274 lb up at 5 -5 -11, and 152 lb down and 151 lb up at 13 -4 -3 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4 = -90, 4-7=-90,1-7=-20 Concentrated Loads (lb) Vert: 13=- 152(F) 12=- 276(B) 9=- 276(F) 8=- 152(B) Mah.ino —Lind Z olfa gi i ar i., gyp Consult hig Engin F 3901. S.W. 108 _Ave, Miami. Florida. 33? 7 6 Fond lea t" t i f1 3 ;n 1 ty + YiSk 1 1(J 3V Special haspec a4 No, 06 Job Truss Truss Type city Ply BURNSIDE (R.C.) 6059 AG2 ROOF TRUSS 2 • 1 ., ••• 0002 ' • ' J 2b R �l)_ • • •_ DECO TRUSS COMPANY INC., Princeton, FL 33032 6.900 s Ja• 15 2007 hkT" Industries•Inc, • ed Aug 01 15:41:47 2007 Page 1 • • • • • • • 6 -0 -11 7 -2 -12 8 -2 -1 9 -4 -2 10 -7 -10 12 -7 -10 2 -9 -3 ,3 -5 -0, 4 -9 -3 S 1 6-1-8�_ T 8 - 1 10-3-7 1 11-11 -13 , 15 -4 -13 2 -9 -3 0 -7 -13 1 -4 -3 0 -4 -3 0 -7 -13 0-5-10:0-C-4 O -'$ : :1 -4 -3, (j7 - :3 ••• 2 -9 -3 Scale 1:32.4 0 -11 -5 0 -6 -4 0 -5+10. 0 7 -1Z •014-3• • ••• 0.45 12 • • • • • • 2.83 12 3.39F12 5x6:--=: 4x6= •• 2x4 II 5x8 = • • • •'fi • • • • • • • =• • • • 3.78 12 4x6 5 6 • • • • • • • • • 4 • • •8 • • • • 4x6 z� • 174 II 00 cr, 3 9 2 10 W 1 11 Io 3x6 —_ 17 18 16 15 14 13 19 12 3x6 — 3x6 = 48 = 3x8 = 3x8 = 4x8 = 3x6 = L 2 -9 -3 4 -9 -3 6 -8 -8 �7 -8 -7 8 -8 -5 , 10 -7 -10 , 12 -7 -10 15 -4 -13� 2 -9 -3 2 -0 -0 1 -11 -5 0-11- 150 -11 -15 1 -11 -5 2 -0 -0 2 -9 -3 Plate Offsets X, L5:0-3-0,0-1-21, 7:0- 3- 0,0 -1 -2 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.12 14 -15 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.15 14 -15 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matra) Weight: 94 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21ND TOP CHORD Structural wood sheathing directly applied or 3 -7 -1 oc purlins. BOT CHORD 2 X 6 SYP No.1 BOT CHORD Rigid ceiling directly applied or 5 -7 -9 oc bracing. WEBS 2 X 4 SYP No.2ND *Except* JOINTS 1 Brace at Jt(s): 6 W1 2 X 6 SYP No.1, W4 2 X 8 SYP SS, W4 2 X 8 SYP SS W1 2 X 6 SYP No.1 REACTIONS (lb /size) 1=1183/0-8-8,11=1128/0-8-8 Max Upliftl=- 1045(LC 2), 11=- 989(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -2535, 2 -3= -2409, 3 -4= -2343, 4 -5= -2046, 5 -6= -1966, 6 -7= -1991, 7 -8= -2072, 8 -9= -2411, 9 -10= -2303, 10- 11 = -2421 BOT CHORD 1 -17 =2303, 17 -18 =2359, 16 -18 =2359, 15 -16 =2190, 14 -15 =1943, 13 -14 =2247, 13 -19 =2324, 12 -19 =2324, 11 -12 =2199 WEBS 2 -17 =142, 3 -17= -116, 3 -16= -159, 4 -16 =270, 8 -13 =320, 10 -12 =119, 9 -12= -259, 9- 13 = -26, 5 -15 =244, 7 -14 =248, 6- 15 =40, 6- 14 =92, 4 -15= -321, 8 -14= -369 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2) 0 -4 -0 to 3 -5 -0, Interior(1) 3 -5 -0 to 11- 11 -13, Exterior(2) 11 -11 -13 to 15 -0 -13; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint 1 and 989 lb uplift at joint 11. 4) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 140 lb down and 143 lb up at 3 -5 -0, and 140 lb down and 143 lb up at 11 -11 -13 on top chord, and 31 lb down and 32 lb up at 3 -5 -0, 31 lb down and 32 lb up at 11- 11 -13, and 180 lb down and 184 lb up at 2 -9 -3, and 168 lb down and 172 lb up at 10 -7 -10 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4 = -90, 4- 5 = -90, 5- 6 = -90, 6- 7 = -90, 7- 8 = -90, 8- 11 = -90, 1- 11 = -2D �i in nd Zol aa g�=, Concentrated Loads (lb) a � ) Vert: 3=-140(F) 9=- 140(F) 17=- 180(B) 13=- 168(8) 18= -31(F) 19= -31(F) vg h m --A S. , 108 _ ve. Miarni, Florida 33-2 Phon -- 305-253- f E: 3 15, -;- �_ -,,2 I ?1.1d Pj'o�ffi fud L?t?t1 ar " t ems iii. 369 Job Truss Truss Type Qty Ply BURNSIDE (R.C.) 6059 AG3 ROOF TRUSS 2 • 1 • *00 • • , 000 0003 � • • Job Re ren • o tio• • • � DECO TRUSS COMPANY INC., Princeton, FL 33032 6.960 s JaR 15 2@07 MFT*I9lndustries,4nc. tied Aug Ot 15:41:48 2007 Page 1 1 1 -8 -14 3 -7 -3 4 -10 -9 5 -10 -15 6 -10 -1 7 -9 -3 8 -9 -8 10 -0 -15 11 -11 -3 13 -8 - 1 -8 -14 1 -10 -4 1 -3 -6 1 -0 -6 0 -11 -2 0 -11 1 -Q -6 1 -3 -6 1 -10 -4 1 -8 -14 • • • • ••• ••• ••• ••: Scale 1:27.2 1.32F12 • • • • • • 2.83 F1 2 5x6 - 5x6 = 3.39F12 3 14 4 19 • • • • • • • • • • 6x10 % 13 • ,J• i i i • 46 i i 6x10 Ln 2 4 W 6 in C 5 in 1 7 1 0 3x8 -_ 12 17 11 18 10 19 9 20 8 3x8 4x6 = 3x8 = 4x6 = 1 -8 -14 4-10 -9 6 -10 -1 8 -9 -8 11 -11 -3 13 -8 -1 1 -8 -14 3 -1 -10 1 -11 -8 1 - - 3 - - 1 - - Plate Offsets [2:0-8-0,0-2-8], L3:0-3-0,0-2-4], L5:0-3-0,0-2-41, 6:0- 8- 0,0 -2 -8 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) 0.23 10 >683 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.53 Vert(TL) -0.25 10 >618 240 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 72 Ito LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -8 -5 oc purlins. BOT CHORD 2 X 6 SYP No.1 BOT CHORD Rigid ceiling directly applied or 4 -2 -12 oc bracing. WEBS 2 X 4 SYP No.2ND REACTIONS (lb /size) 1=1509/0-9-7,7=1509/0-9-7 Max Uplift1=- 1401(LC 2), 7=- 1401(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -3306, 2 -13= -4032, 3 -13= -3961, 3 -14= -3873, 4 -14= -3848, 4 -15= -3848, 5 -15= -3873, 5 -16= -3962, 6 -16= -4032, 6 -7= -3306 BOT CHORD 1 -12 =3039, 12 -17 =3007, 11 -17 =3007, 11 -18 =3899, 10 -18 =3899, 10 -19 =3899, 9 -19 =3899, 9 -20 =3008, 8 -20 =3008, 7 -8 =3040 WEBS 2 -12= -137, 2 -11 =904, 3- 11 =-49, 3- 10 = -74, 5- 10 = -74, 5- 9 = -49, 6 -9 =904, 6 -8= -137, 4 -10 =248 NOTES 1) Unbalanced roof five loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C -C Exterior(2) 0 -4 -0 to 1 -8 -14, Interior(1) 1 -8 -14 to 11 -11 -3, Exterior(2) 11 -11 -3 to 13 -4 -1; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1401 Ito uplift at joint 1 and 1401 Ito uplift at joint 7. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 84 Ito up at 1 -8 -14, 79 lb down and 84 lb up at 11 -11 -3, 155 lb down and 165 lb up at 3 -7 -3, 155 lb down and 165 lb up at 10 -0 -15, 155 lb down and 165 lb up at 4 -10 -9, 155 lb down and 165 lb up at 8 -9 -8, 172 lb down and 184 lb up at 5- 10 -15, and 172 Ib down and 184 Ito up at 7 -9 -3, and 177 lb down and 189 lb up at 6 -10 -1 on top chord, and 17 Ito down and 18 lb up at 1 -8 -14, 17 lb down and 18 lb up at 11 -11 -3, 35 Ito down and 37 lb up at 3 -7 -3, 35 lb down and 37 lb up at 4 -10 -9, 35 lb down and 37 Ito up at 8 -9-8, 35 lb down and 37 Ib up at 10 -0 -15, 38 lb down and 41 lb up at 5- 10 -15, and 38 Ito down and 41 lb up at 7 -9 -3, and 39 lb down and 42 lb up at 6 -10 -1 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2 = -90, 2- 3 = -90, 3- 4 = -90, 4-5 = -90, 5- 6 =-90, 6-7=-90,1-7=-20 M ahmound Zolf Concentrated Loads (lb) Vert: 2= -79(F) 3=- 155(F) 4=- 177(F) 5=- 155(F) 6= -79(F) 12 = -17(F) 11= -35(F) 10= -39(F) 9= -35(F) 8 = -17 0 E 1 14=- 172(F) 15=- 172(F) 16=- 155(F) 17= -35(F) 18= -38(F) 19= -38(F) 20= -35(F) a 3901 S.W, 108 Ave' TV Visa , FTor, Idd a 3 31 7 6 1 1pp,J@@L2da <ti Zi, 31 0,aa Y".rigli1iP l l S M. :IL+I L 4 i P Jo'1 � '•, +`rilf. �1 �Y�^,7'P�, %,`�' Y _n 3¢ �, y.: iY kfw Job Truss Truss Qty Ply BURNSCE (R.C.) 6059 BG1 ROOF TRUSS 2 • 1 • • • • • • •, 0004 • • • Job R ren • tio • a • • • DECO TRUSS COMPANY INC., Princeton, FL 33632 5x6 —_ 6.900 s JaP 15 2607 MfT ** In: striesAnc. Wed Aug Ot 15AI A8 2007 Page 1 0 -5 -15 , 1 -3 -1 2 , 1- 19Qx411 2MIJ 5 0 -9 -2 0- -7 .13F12 • ••• • 0• • 00 0 Scale = 1:11.0 T1 • • • • • • • • • • • • • • • • • • • Fl • • • • • • W3 WV4 • • • • • • 0 • • • • • • • • • B1 x 6= 6 4 1-10 -8 46 = 1 -10 -8 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) 11defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.06 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matra) Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1 -10-8 oc purlins, except BOT CHORD 2 X 6 SYP No.1 end verticals. WEBS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. JOINTS 1 Brace at Jt(s): 1 REACTIONS (lb /size) 4= 276/0 -2 -8, 5= 168/0 -2 -8 Max Horz5 =29(LC 2) Max Uplift4=- 437(LC 2), 5=- 213(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =6, 2 -3 = -0, 3- 4 = -21, 1 -5 = -50 BOT CHORD 5-6=55,4-6=55 WEBS 2 -4= -212, 2 -5= -104 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 Ito uplift at joint 4 and 213 lb uplift at joint 5. 5) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -1 Od nails. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 Ito down and 328 Ib up at 1 -3 -1 on top chord, and 49 lb down and 73 Ito up at 1 -3 -1 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2 = -90, 2- 3 = -90, 4 -5 = -20 Concentrated Loads (lb) Vert: 2=- 221(F) 6= -49(F) Cansu"fu g agineel s 3901 S.V. 108 Florida Proi t Ei `rl4%)'ra" Job Truss Truss Type ] Qty Ply B (R.C.) 6059 BG2 ROOF TRUSS 2 • 1 • ••• • • • 0 : 0005 • • J b Re renc4 tiol • • • DECO TRUSS COMPANY INC., Princeton, FL 33032 4x6 —_ 6.500 s Jag 15 2AP07 T*6 Inciistfies,inc. Ted Aug 01 15:41:49 2007 Page 1 0 -9 -9 2 1 -10 -8 • 3 2x4 • • • • • ••• x 0 -9 -9 1 -0 -15 1.32F12 • 0 •• • ••• Scale 1:8.2 T2• • • • • • ••. • • • • T1 • • • • • • • • • • • • • • • • • W4• •• ••• •• 411 . • • • • • • • • r • • • • • • 61 4x6 = 6 4 1-10-8 4xa — 1 -10 -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.04 Vert(LL) -0.00 5 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1 -10 -8 oc purlins, except BOT CHORD 2 X 6 SYP No.1 end verticals. WEBS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (lb /size) 4=152/0-2-8,5=180/0-2-8 Max Horz5 =20(LC 2) Max Uplift4=- 238(LC 2), 5=- 254(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=3,2-3 BOT CHORD 5-6=72,4-6=72 WEBS 2-4=-109,2-5=-138 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 5. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 4 and 254 lb uplift at joint 5. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 128 lb down and 190 lb up at 0 -9 -9 on top chord, and 291b down and 43 lb up at 0 -9 -9 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2 = -90, 2- 3 = -90, 4 -5 = -20 Concentrated Loads (lb) Vert: 2=- 128(8) 6= -29(B) !3901 S.W. 1 08 Ave Miami IL-o da 331 i lo f�`'1 iTz °,� )t !1Lia Ia)iVii:. ti1`i w j:. t.i%� N` < �' . " Job Truss Truss Type Qty Ply BURNSIDE (R.C.) y 6059 J5 ROOF TRUSS 2 • 1 . ••• • • . ••• 0006 • • Re renctr o ioRa • • • DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jag15 2 Ok stries, c. ed Aug Ot 15:41:49 2007 Pagel r 5 -3 -15 5 -3 -15 2 • • • • • • • Scale = 1:11.9 3.98 F1 2 ••• • • • •• ••• • T1 • • • • • •• • • 04 00 0 0 0 060 00 1 B1 3 2x4 0 -5 -0 5 -3 -15 0 -5 -0 4 -10 -15 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) 0.00 1 — 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.12 Vert(TL) -0:05 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 2 -3 -13 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 1=270/0-8-0,2=221/0-2-8,3=49/0-2-8 Max Horz 1= 307(LC 2) Max Upli t1= 319(LC 2), 2=- 455(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =60 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 1 and 455 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard 1kTY,1fYi112e;S 1390 `t.W 108 AVe Micro €, :f i l j �rt)�j(�Et �t ;f t1� _��rc it ,,,; � ?..� �,A <,4�t`t� \li;� calf ^r ., -ff 61 Job Truss Truss Type Qty Ply BURNSIDE (R. C.) 6059 J4 ]ROOF TRUSS 2 • 1 • ••• • • • •.• 0007 • • Re ren o do a • • • DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Ja• 15 2007 tviiTOiln stries, nc. ed Aug 01 15:41:49 2007 Pagel 4 -2 -14 4 -2 -14 • • • • • • • • Scale = 1:9.4 3.98 12 • • • • • • • • • • • • • % • 1 B1 3 5 — 4 -2 -14 0 -5 -0 3 -9 -14 LOADING(pso SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) 0.00 1 "" 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.07 Vert(TL) -0.02 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4 -2 -14 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 1=210/0-8-0,2=172/0-2-8,3=38/0-2-8 Max Ho¢1= 247(LC 2) Max Uplift1=- 248(LC 2), 2=- 359(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =48 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 1 and 359 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard noul S.W. 108 Avc- Miami. Fjogdn "16 A 112 a. Job Truss Truss Type Qty Ply BURNSIDE (R.C.) 6059 J4A ROOF TRUSS 2 • 1 • ••• • • • ••f 0008 • • Ict Re renc o io • • • DECO TRUSS COMPANY INC., Princeton, FL 33032 6.560 s Jarf15 2007 Mig"nd6stries, Inc. d Aug 01 15:41:49 2007 Page 1 4 -2 -14 4 -2 -14 • • • • • • • Scale = 1:9.4 3.98 12 • • • • • • • • • • 2 X TI f• • • • • • ••• •• T 1 B1 2x4 = 4 1 -4 -2 1 -8 4 -2 -14 r 1 -4 -2 0 -4 -2 2 -6 -10 Plate Offsets 5:0 -1- 10,0 -1 -0 LOADING(pso SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.01 4 -5 >999 360 MT20 244/190 TCDL _ 15.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.01 4 -5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-2 -14 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.2ND REACTIONS (lb /size) 3= 70/0 -2 -8, 4=-0/0-2-8,5=386/0-8-4 Max Horz5= 247(LC 2) Max Upliift3=- 139(LC 2), 5=-831 (LC 2) Max Grav3 =70(LC 1), 4 =63(LC 2), 5= 386(LC 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=45,2-3=-47 BOT CHORD 1 -5 =0, 4 -5 =0 WEBS 2 -5= -285 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 Ito uplift at joint 3 and 831 lb uplift at joint 5. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard CdJi1subdn,g Eai s 3 1 W 108 Ave. Miami, Florida 33 17 Ph one 305 - 253 - 24 1 28 q« Florid Pry - siol aal E r:ee t l D � �< Spcci Job Truss Truss Type Qty Ply BURNSIDE (R.C.) 6059 J4B ROOF TRUSS • '10 • . , , 0009 •• •• ob fe n o to I • DECO TRUSS COMPANY INC., Princeton, FL 33032 • 6.500 s d9n 15"W NNTek Industries, Inc. Wed Aug 01 15:41:50 2007 Page 1 4 -4 -5 4 -4 -5 ••• ••• ••• ••• ••• •• 0 Scale 1:9.5 3.98 F12 • • • • • • • • • • • ••• • • % • T1 • • • • • • • 1 81 3 r 4-4-5 0 -5 -0 3 -11 -5 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) 0.00 1 == 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.02 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES VVB 0.00 Horz(TL) -0.00 2 n/a We BCDL 10.0 Code FBC2004/TP12002 (Matra) Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21ND TOP CHORD Structural wood sheathing directly applied or 4 -4 -5 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 1=216/0-8-0,2=177/0-2-8,3=39/0-2-8 Max Horz 1= 254(LC 2) Max Uplift1=- 256(LC 2), 2=- 370(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =49 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 1 and 370 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard V { cl Zo - - 1 3 90 3 S .W. �.g ,".. F L ".5 r IC5;1 '� $ ..� yt" ° Yt _ t I�.t° Special Job Truss Truss Type Qty Ply BURNSIDE (R. C.) 6059 AC ROOF TRUSS 1 • • 4 • . • • • 0010 • • • • ob fe n o tfb al • DECO TRUSS COMPANY INC., Princeton, FL 33032 • 6.500 s Jan 152 W K6Tek Industries, Inc. Wed Aug 01 15:41:50 2007 Page 1 4 -4 -5 4 -4 -5 ••• ••• ••• ••• ••• ••0 Scale 1:9.5 3.98F12 • • • • • • • • • • 2x4 II •• • • • •• •• •• • • • • • • • • • • • • •• • • T1 • • • • • • • 1 1 B1 OOO�� 2x4 — 4 i 1 -6 -5 1- 10 -!$Y4 If 4 -4-5 1 -6 -5 0 -4 -0 2 -6 -0 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) -0.02 4 -5 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.02 4 -5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matra) Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4 -4 -5 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.2ND REACTIONS (lb /size) 3= 60/0 -2 -8, 4=- 8/0 -2 -8, 5= 417/0 -8 -0 Max Horz5= 254(LC 2) Max Uplift3=- 117(LC 2), 4 = -8(LC 1), 5=- 917(LC 2) Max Grav3 =60(LC 1), 4 =83(LC 2), 5= 417(LC 1) FORCES Qb) - First Load Case Only TOP CHORD 1-2=49,2-3=-49 BOT CHORD 1 -5 = -0, 4 -5 =0 WEBS 2 -5= -301 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 3, 8 lb uplift at joint 4 and 917 lb uplift at joint 5. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard t x : Cori l ng'u"�ex'1 Job Truss Truss Type Qty Ply BURNSIDE (R.C.) 6059 J3 ROOF TRUSS 4 • 1+ • • • .•. 0011 • • • b F�efeien�tQDtloaal) DECO TRUSS COMPANY INC., Princeton, FL 33032 • 6.900 s Aan 1920(07 MfTek InSustriet, Inc. Wed Aug 01 15:41:50 2007 Page 1 • • • • • • • • 3 -2 -1 2� 3 -2 -1 • • • • • • • • • • • • • • • • • • • Scale= 1:7.9 3.98 12 • • • • • • • • • • • T1 • • • • •• • �• • • • • • 1 B1 >< 3 0 -5 -0 — 3 -2 -1 I-2x¢ 0 -5 -0 2 -9 -1 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.00 1 — 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 Verf(TL) -0.01 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matra) Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-2 -1 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 90 -0 -0 oc bracing. REACTIONS (lb /size) 1=151/0-8-0,2=124/0-2-8,3=27/0-2-8 Max Horz 1= 185(LC 2) Max Uplift1=- 176(LC 2), 2=- 261(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =36 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 1 and 261 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard ahmoun Z ' cC3asul1�s' Hrl &Leevn°, 39.01 S.W 10,8 Ave. Phone 7 305 5- 25 , 3 - 2 ' 12 0 0 b FICiri Job Truss Truss Type Qty Ply BURNSIDE (R.C.) ' 6059 AA ROOF TRUSS 2 • . 1• , . • .. • 0012 • • • • ob fe n tIbf%I • DECO TRUSS COMPANY INC., Princeton, FL 33032 • 6. 0 s 4n 15;>@ NlVeI lncjistriej, Inc. Wed Aug 01 15:41:51 2007 Page 1 335 2 3 -3 -5 • • • • • • • • Scale: 1.5 " =1' 3.98 12 • • • • • • • • • • • • • • • -• • • • • • • • • T1 • • • • •• • 00 0 0 0 1 B1 3 f 0 -5 -0 2x4 3 -3 -5 0 -5 -0 2 -10 -5 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.00 1 '"" 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 Vert(TL) -0.01 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -3-5 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb /size) 1=157/0-8-0.2=128/0-2-8,3=29/0-2-8 Max Horz 1= 191(LC 2) Max Upliftl =-1 83(LC 2), 2=-271 (LC 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =37 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 1 and 271 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard 14/Iahi "YL. +uIId 1 S.W. 108 Ave. M;arrfi, Honda 33176 Pi1oS` e 3 e 2?: ) ;? p? c Florida Pr(f ,Fiv ml l .,1zc1nc Nlo 369 .: special laspo'cZ _'t- -1 p;s ' No h3fn Job Truss Truss Type Qty Ply BURNSIDE (R.C.) 0013 6059 J313 ROOF TRUSS 2 • . 10 • • 0 • • 000 • • • • lob R fe ro tilir151 • DECO TRUSS COMPANY INC., Princeton, FL 33032 • 6. 0 s J•n 15 QO M ek ndystrieS Inc. Wed Aug 01 15:41:512007 Page 1 • • 000 • • • • 000 3 -10 -9 3 -10 -9 • • • •• • ••• Scale 1:8.9 3.98 F12 • • • • • • • • • • • • • • • 0 � 0- • -••• • • • f• • TI 0 • • • • • • • • 1 B1 3 0- 5 -02x! — 3 -10 -9 r 0 -5 -0 3 -5 -9 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) 0.00 1 ''" 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.06 Vert(TL) -0.01 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 12 Ito LUMBER BRACING TOP CHORD 2 X 4 SYP No.21ND TOP CHORD Structural wood sheathing directly applied or 3 -10 -9 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 1=190/0-8-0,2=155/0-2-8,3=35/0-2-8 Max Horz 1= 226(LC 2) Max Uplift1=- 224(LC 2), 2=- 326(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =44 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 lb uplift at joint 1 and 326 Ito uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard S�.la�d.3.lA.LE�if�Lnd L t I ii C£L P.p - C<?P1.Sul1h -ig,, EngiI1 d"S 70 )I S.'A . 10 8 A-ve. f l:'jj'Eda t0 33 "ds ti fror Pe iq r R Mifl TN 3£19 ^' Job Truss Truss Type Qty Ply BURNSIDE (R.C.) " 6059 J3C ROOF TRUSS 2 o o 1 0 . . . . •. 0014 • • • • Job fe nL�topifillal DECO TRUSS COMPANY INC., Princeton, FL 33032 • 6-J)0 s n 1 2 Te IIn stnej, Inc. Wed Aug 01 15:41:512007 Page 1 3 -10 -9 3 -10 -9 • • • •• • ••• Scale 1:8.9 3.98F12 i i i i • i i T1 • � • • •• • • • • • • • • • 1 HV f1l B1 2x4 = 3 0 -9 -3 3x6 11 3 -10 -9 0 -9 -3 3 -1 -6 Plate Offsets X, Y): [1:0-2-10,0-0-91 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) 0.00 1 "" 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.06 Vert(TL) -0.01 1 -3 >999 240 BCLL 0.0 Rep Stress Inor YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -10 -9 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEDGE Left: 2 X 4 SYP No.2ND REACTIONS (lb /size) 2= 155/0 -2 -8, 3= 35/0 -2 -8, 1= 19010 -8 -0 Max Horz 1= 226(LC 2) Max Uplift2=- 326(LC 2), 1=- 224(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =44 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 224 lb uplift at joint 1. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard 0)nsulfin,�' En =3901 S.W 108 Ave. N4iat� z Florida 33!76 PhtJ 1 L r 16 1 Fl orida !, Job Truss Truss Type Qty Ply BURNSIDE (R. C.) ` 6059 J31D ROOF TRUSS 4 o 1 • • • • • 000 0015 • • • • gob R*fertnc@ titdal • DECO TRUSS COMPANY INC., Princeton, FL 33032 • ' 6.5;0 s 4n 15 ;?6c; N; a In striei; Inc. Wed Aug 01 15:41:512007 - Page 1 3 -6 -7 3 -6 -7 • • • •• • ••• Scale 1:8.4 3.98 12 • • • • • • • • • • • :00 . 0.X TI 0 • • • • • • • • • • • • • • • • • • •• • • • • • ••• •• 1 B1 3 i 0-5-0 2xd — 3 -6 -7 0 -5 -0 3 -1 -7 LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) l/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.00 1 — 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.05 Vert(TL) -0.01 1 -3 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matra) Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -6 -7 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 1=171/0-8-0,2=140/0-2-8,3=31/0-2-8 Max Horz1= 206(LC 2) Max Uplift1=- 201(LC 2), 2=- 295(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =40 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= S.Opsf; BCDL= S.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 Ito uplift at joint 1 and 295 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard Consn tlfing En r ms's Miami, Honda 3317 Phone 305 - 253 -24 30-5- 3- p ( 8, pi da f t� - r y o F � �7 , E i s g L icoinP N 1692.". 1 #�`_ 1 i� b 5� v.C). {berg i A.. iFn ft �'§� i N�' �' t Special Inspect -, -t x'1; ! E , Job Truss Truss Type City Ply BURNWE (R.C.) 6059 A ROOF TRUSS 4 1 0016 • • ]rRklr nc I ••• DECO TRUSS COMPANY INC., Princeton, FL 33032 •6.500 s J5i0 M ek•I ndy n.,, Inc. Wed Aug 01 15:41:52 2007 Pagel i 1 -9 -14 • • ••• • • • • ••• 1 -9 -14 3.98F12 • • • • • • • Scale = 1:6.0 1 T1 •• • • • •• B1 0 -5 -0 1 -9 -14 24— 0 -5 -0 1 -4 -14 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) 0.00 1 — 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 1 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matra) Weight: 6 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1 -9 -14 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 3=17/0-2-8,2=79/0-2-8, 1= 96/0 -8 -0 Max Horz1= 112(LC 2) Max Uplift2=- 164(LC 2), 1=- 114(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =22 BOT CHORD 1 -3 =0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 2. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at joint 2 and 114 lb uplift at joint 1. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard ,af1maran i Zolfa,�Iaari, P.E, Consulting P 39 S. J. 1 3-08 Ave. Fonda X31 i Phone 305- 253 - -2 laix 30`5- 4 „ ;o- 248 E IFIori ca 'roil a�(Oi3(1 Emi - rt 4 t ..t+ "` , ? N'o 3692 2 special I pt: vi F t . �V ; . 4 s— U.T I - STA[\IDARD LATERAL : �W`t3:': P •F:- •ACING • • • • • • • • FRI0 B AM offKCF- TRUSSES 0l4 "O.C. TYP. • • 0 004 . .. • • : . • Ix:4 LATERAL BRACE • PER TRUSS DESIGN WITH 2- -10d NAILS PER WEB FOR FORCES • • • • ,UP ZLl 46p0 lbs. FORCES IN �' •. :.: : : :EXCtZS•OF 4600 lbs. REQUIRES Vx6: #3 OR BETTER. r NOTE: PROVIDE X-- BRACING AT 20' -0" " INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND A 10' -0" FOR FORCE GREATER THAN 2509 lbs. L- END OF BRACING MEM. RIGID PO C OR X- BRAC LATE RAL B 1\ AC I N G DETAIL ON THIS DETAIL. - A-I_-T l.- ATER'AL BRACING-D 10d 0 6'" 0. C. TYP. . 'r SIZE TRU @ 24" T -BRACE SAI.,� . AND GRADE AS WEB. T - BRACE WITH ,WEB (2xCr MAX.) 10d NAILS 0 6 O. c. TYp. WEB SECTION DETAIL NOTE: ' BRACE MUST BE 80% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. MINIMUM GRACIE OF LUMBER TP -92 Crit. �� Nlahmc�Tund Zo Bari- PIE 6. C. REFER TO SEI'EKATE u 1390 Vv 108 Ave, 1 f Q1 ENGINEERING DWG, Revised: Webs 7/7/94 Mia: i lorida .330176 .Nair, i✓ :..°s ..ri - v.. Gv L.OADIt tG F PS F f t r„ a �iC�?ltiri3. 592% L ( D) STR. INCR.: �l r� ,,� �xa r� -use , a. r�� ` rin TOP DRAWN 13Y: G.L.H. ,- nse lea. 63k6 6070M CHECKED BY: J.A.I. , In O.C. REP. STRESS-.YES MITek Industries Inc. Approved for MiT ItTdc.Tstries Inc. . . . . . . . . . . . o E • ..a . . TRUSS COMPANY, INC. Trusses & Building Mat�ria' •.• 13980 SW 252 Street, Princeton' •Fleriida•33Cl2 • • • • • Telephone: (305) 257 -1910 Fax: (305) 257 -1911 HIP / JACK HANGER DETAIL SHEET 1. FOR HIP CORNER JACK 5' -0" AND 7' -0" SETBACK, USE USP HJC26 UNIVERSAL HIP HANGER OR EQUAL, ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) -16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL FOR HIP CORNER JACK 9' -0" AND I F -0" SETBACK, USE USP HJC28 UNIVERSAL HIP HANGER OR EQUAL ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) —16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL 2. FOR 1' -0" TO 9' -0" SIDE JACKS, NAIL TOP & BOTTOM CHORD WITH THREE (3) —16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL AT TOP & BOTTOM. 3. FOR COMMON JACKS 5' -0" TO T -0 ", USE USP CLPBF BUTTERFLY HANGER OR EQUAL ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) - 16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL AT TOP 4. FOR COMMON JACKS 9'-0" TO 11' -0", USE USP THD 26 HANGER OR EQUAL ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) —16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL AT TOP NOTE: Refer to attached Miami -Dade County_ Product approvals for nailing and proper use of hangers. C it # min odds 33 FAX 305-235-4248 f 1 lid d Ndw 1 $u i fa t"y r timme No. 3,921 'Florida Building Code Online Page 1 of 4 • • d _��. �_., �; r k ,p BCIS Home Log In Hot Topics Submit Surcharge Slats & F:04 8tWka11.41 : FrStatf %C:S Wfe Map Links Search Product Approval USER: Public User so a ' Product Approval Menu > Product or Application Search > Abpiicatlon ItpAcadlon t!e#!ii • • • • • FL # FL818 A Application Type New � Code Version 2004 Application Status Approved Comments Archived Product Manufacturer United Steel Products Company Address /Phone /Email 703 Rogers Drive , Montgomery, MN 55069 (727) 536 -7891 ext 152 rlutz @gibraltari.com Authorized Signature robert lutz rlutz@gibraltari.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Structural Components Subcategory Wood Connectors Anchors Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity National Evaluation Service, Inc. Quality Assurance Entity PFS Corporation Validated By Product Testing, Inc. Certificate of Independence Referenced Standard and Year (of Standard Year Standard) ASTM D1761 1988 ASTM D1761 1988 Equivalence of Product Standards Certified By Sections from the Code 1707.3 littp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqsBZXppzJiflLTu8OL 19N... 3/5/2007 Florida Building Code Online Page 2 of 4 2314.4.4 : : .:. : �: ' • Product Approval Method Method 1 Option C: , • .. : , • Date Submitted 10/30/2003 Date Validated 10/31/2003 .. . . . „ „• 00 Date Pending FBC Approval 11/04/2003 ' • • • • • .. ' Date Approved 11/19/2003 •.� : : ',' ; ; �•� �•: Summary of Products FL # Model, Number or Name Description vow 1818.2 18.1 CLPBF BUTTERFLY HANGER imits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 818 T NERS10.pdf I Design Pressure: +/- Other: HCPLL Hurricane / Seismic Anchor ( Limits of Use (See Other) Installation Instructions I Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 818.3 HCPLR Hurricane/ Seismic Anchor Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 818.4 lHurri.cane / Seismic Anchor Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 818.5 HCPRS4 Hurricane / Seismic Anchor Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 818.6 HDPT2 Truss Tie -down Anchor Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: Other: http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgsBZXppzJnLTu8OL19N... 3/5/2007 • 000 0 000 Page 5 of 10 National d/aliajoa Re jortoNo. NER -510 • • ••• . t. . : : .• . . Table 1 — CLPBF Series •' • • • • '.' �mensions (in.) Fastener Schedule AllowableAsadi (Lbs.) • • • • . .. Joist Stock Steel * • • • • • size f. Ga. W H D Header Joist 100% 115% 12 1% 1335 ISO • 2x4 CLPBF 18 1-911B 2 -12 2-U2 (12) (3) 900 9.5D %5Q •30& 3W i i i. • • •' (12)6d (6)6d 900 950 950 60 720 (12)84 (3)8d 950 950 950 380 460 (12)8d (S)8d 950 950 950 710 855 Puttees: t, 2, 3, 4, 5, 6 Values based on 1 -112" thickness. Figure 1— CLPBF Butterfly Hanger 00 0 0 Q 0 0 Z a It Z 21/2' Page 7 of 10 f4 ortal li 11 lap Repo rip No. NER -510 • . . . .. Table 3 HCPL Series o Dimensions ; • h Fastener Schedule A110wabto Loads • • ( ) (I.bs.) Stock Steel F1 R •U • i • • : • • • No. am W H Rafter Pkte Stud 133% 160% 133%. 1 X • 1 � • • : • • HCPLL 20 1 -112 6 (4) 6d (4)6d (4)6d 145 145 95• 4 • • • (4)8d (4)Sd (4)8d' 145 145 95 95 510 520 HCPLR 20 1 -1l2 6 (4)6d (4)6d (4)6d 145 145 95 95 400 480 (4)8d (4)Bd (4 ad' 145 145 95 95 510 52D Notes: 1, 2, 6, 8 'Applies to stud applicabon. Figure 3 — HCPL Hurricane /Seismic Anchors W 0 0 0 0 s H t t 0 0 0 0 HCPL(L) shown (HCPL(R) opposite bend) r , PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS GENERAL NOTESi CODE GAUGE DOWN UPLIFT (160 %J W H D A HEADER JOIST 1, STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33, U.O.N AND A MINIMUM GALVANIZED COATING OF G -90. HJC26 12 5 7/8 3 5/8 3 1/41 3/4 (16) 16d 112E) 2020 197`-5 2. FASTENERS ARE COMMON WIRE NAILS INLESS OTHERWISE NOTED. 3. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B, A SHORT TERM HJC28 12 5 7/8 6 3/4 3 1/4 3/4 DURATION FACTOR OF 60% FOR WIND LOAD CONDITION. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM 1, PUBLISHED LOAD IS FOR TOTAL OF HIP AT 45 DEGREES AND JACK AT 90 DEGREES COMBINED DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D NAILS SPECIFICATIONS FOR WOODS CONSTRUCTION 2001 EDITION 3. ALLOWABLE DOWN LOAD LISTED IS AT 100% DURATION OF LOAD IN ACCORDANCE WITH ASTM D1761, 6. LUMBER SPECIES IS SOUTHERN PINE. rr HJC TYPICAL HJC INSTALLATION PRODUCT DIMENSION FASTENERS ALLOWABLE LOADS CODE GAUGE DOWN UPLIFT (160%) W H D A HEADER JOIST JUS24 18 1 9/16 3 1/8 1 3/4 1 (4) 10d (2) 10d 745 N/A JUS26 18 1 9/16 4 13/16 1 3/4 1 JUS28 18 1 9/I6 6 11/16 1 3/4 1 <4) lOd JUS210 18 1 9/16 7 13/16 1 3/4 1 4 ' , t to ,. • 1. Specified Joist nails shall be Installed at 30 to 45 degrees horizontally such that they : L,� .. penetrate through the end of the ,Joist and Into the header. • • • 2. Minimum header thickness shall be 1 3/4 Inches for 10d nails, NOA No: 07 - 0214.20 •' 3. Allowable DOWN load listed Is at 100% Duration of load. . i s :,ti` • • • • • 4. Uplift Load listed as N/A had uplift capacity less than the required 700 pounds. Expiration Date: June 04, 2011;;.,,,p„ ,. • • Approval Date: May 31, 2007 • • • • • • : " • • ; • • UNITED STEEL PRQ XTS•XVVPA7PY' " 703 ROGERS DRIVE, MONTGOMERY, MN. 56869 :PHONE (50Z) 364 -7333 •• .p .... NAME' FACE MOUNT JOIST ••••• •p HANGER ••" • too 0 DATE • • ROBERT W. LUTZ •• PROFESSIONAL ENGINEER (STRUCTURAL) JUS FLORIDA REG, NO, 55409 SHEET 1 ❑F 2 DRAWING # i MD0207 MDADE TYPICAL JUS INSTALLATION 'Florida Building Code Online Page 1 of 5 ri r . . *so : • L r, • q BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Pu6licatitns FBC St6ff BCIS Site Me 00 00 Product Approval •. ; •: ; ; • • • ? USER: Public User 000 i i • a . i • i i. • .. • }. Produ Approval Me > Product or Application Search > Application List > Application Detail FL # FL817 w� Application Type New Code Version 2004 � $ Application Status Approved Comments Archived Product Manufacturer United Steel Products Company Address /Phone /Email 703 Rogers Drive Montgomery, MN 56069 (727) 536 -7891 ext 152 rlutz @gibraltarl.com Authorized Signature robert lutz rlutz @gibraltarl.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Structural Components Subcategory Wood Connectors Anchors Compliance Method Evaluation Report from a Product Evaluation E Evaluation Entity National Evaluation Service, Inc. Quality Assurance Entity PFS Corporation Validated By Product Testing, Inc. Certificate of Independence http: / /www.floridabuilding. org/pr /pr_app_dtl. aspx ?param= wGEVXQwtDgvaK %2bkWe 185D %2bB ... 3/5/2007 'Florida Building Code Online Page 2 of 5 • • ••• • . w ••• • • • .. • 2314.4.4 : : •:w :•; ; • • • ••• • • w • w ••• • •ww Product Approval Method Method 1 Option � ; • • • • •. w : : •' • • a s + • • Date Submitted 10/30/2003 Date Validated 10/31/2003 •+ . . • +• • • • • • Date Pending FBC Approval 11/04/2003 •. ; •; ; • • • • Date Approved 11/19/2003 • • . • 0 + w 000 • o • Summary of Products Go to Page 40 0 1 0 Page 2/ 4 FL # Model, Number or Name 'Description 817.21 HJC28 HIP -JACK Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 817.22 JN26 Power Nail Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 1 817.23 JN26-2 Power Nail Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports F Impact Resistant: Design Pressure: +/- Other: 817.24 JN26E Power Nail Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 817.25 JN28 Power Nail Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: _ Evaluation Reports Impact Resistant: Design Pressure: +/- Other: I t j 817.26 JN28 -2 Power Nail Hanger j Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports j Impact Resistant: j Design Pressure: http:// www. floridabuilding .org/pr /pr_app_dtl. aspx ?param= wGEVXQwtDgvaK%o2bkWe l85D %2bB ... 3/5/2007 Florida Building Code Online Page 5 of 5 1 . : 0 . • • • • Other: ' • • goo i 817.18 IHH66 . •. R. eader Harirger , Limits of Use (See Other) Instalfa�it>rn 74s�ryetions Approved for use in HVHZ: Veri ; X34 '.' Approved for use outside HVHZ: Evaluation Reports Impact Resistant: • • • • • Design Pressure +/- • i : i i i i i • " Other: 0 : : • . I j 817.19 JHHCP2 HURRICANE /SEISMIC ANCHOR Limits of Use (See Other) Installation Instructions { Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports I Impact Resistant: Design Pressure: +J- Other: 817.20 HIC26 HIP -JACK Hanger Limits of Use (See Other) Installation Instructions Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: Go to Page PE Back Next DCA Administration Department of Community Affairs Florida Building Code online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: — Mtk Y ®rdSipn 5ctured AMCOR http://www.floridabuilding.org/pr/pr _ dtl. aspx? param= wGEVXQwtDgvaK %2bkWel85D %2bB... 3/5/2007 see 099 .. .. . • . of •• • ? Page 11 of 22 WatiMal I:val Wick Reporlp No. NER -564 Table 4 — HJC Hip Jack Hangers Dimensions (in.) Fasteners . . Alloryabiehoads (Ibs.) Stock Steel ; ; F. e 1 -480 i• • • ; ; Mlift No. Gage W H D Girder Jack Hip 100% *115°x• 125 .163 160% HJC 26 12 6 5-3/8 3 -1/4 16 -16d 7- 10d 5 - 10d 2190 2520 2740 1570 1840 HJC 28 12 6 7 -1/8 3 -1/4 20 - 16d 8 - 10d 6 - 10d 27401 • • 3.150. • 425 • 1830 1840 Notes: I. Hip and jade trusses are limited to a single ply each. The hip shall be set at 45 degrees tpth j j,*k! • • • • •: 2. Uplift loads are increased 33-113% or 60% for wind or seismic load conditions and shall not be further inareasea. 3. Allowable loads assume the hip and jack trusses act in unison. 4. Trusses shall be provided with blocking or other means to prevent rotation. 5. F cl = Compression perpendicular to grain. 6. For SI: 1 in. = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kRa. GIRDER TRUSS HIP TRU . 1 H s i HJCHANGER j ACK TRUSS J SINGLE ROW NAILING i ON SKEWED SIDE JACK HIP HIP JACK _ 14112 -- � 1 -1/ - -112 RIGHT HIP SHOWN LEFT HIP SHOWN Figure 4* L GENERAL NOTES 1 I I) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 331 AND A MINIMUM GALVANIZED COATING OF G90 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 337. FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR L 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL ^ DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 4 1991 EDITION g 1993 ERRATA, FOR SOUTHERN YELLOW PINE CG= 0.55 OR BETTER) 6 TEST PERFORMED IN ACCORDANCE WITH ASTM 131761 RT RAFTER TIE SERIES TA /TAR TRUSS ANCHOR SERIES 1 1 14 GAUGE 14 GAUGE Product Dimension Fasteners AilowableLoad Product Dimension Fastener Allowable Load Code L 16d Down 100% Uplift 133°. Code Length 10d 10' N't L1 L2 RT8 8" 8 340 TAl2(TAl2R 12" 6 215 245 R 10 10" 8 466 TA141TA14R 14" 8 830 215 245 RT12 12" 8 455 TA18/TA18R 16" 6 830 215 245 RT14 14" 10 686 755 TA181TA18R 1$" 7 970 215 345 RT18 16" 12 880 906 TA20/TA20R 20" 9 1040 216 346 • • • + RT18 18" 14 795 1020 TA221TA22R 22" 1155 266 346 • r-. • • . 0 * 0 R 0 20" 16 906 1020 TA241TA24R 24" 11 12700 266 345 • 0 RT22 22" 18 1020 1020 Was 1) L1 are loads applied parallel to bearing wall . • . 0000 • 2) L2 are loads applied perpendicular to bearing wall • RT2 24" 18 1020 1020 3) Mnlmum embedment of ties 4" • • • • i • • • RT28 28" 18 1020 1020 4) Allowable loads for uplift L1 and L2 are not to be combined . RT30 30" 18 1020 1020 Mnimum Hall ®narration 1rG" 'A' R � • • • • l'A • • • • � RT32 32" 18 1020 1020 p 000000 •••• ••i•• RT34 34" 18 1020 1020 •• 0 . • • RT36 36" 18 1020 1020 4 WV4r p STEEL PRODUCTS CffM •_•. *; • � APPROVED AS CGHPLAN6 WITH in tA R 8 38" 1$ 1020 1020 SOUTH FL001011 BMW I '_ )03 PHON E ( (5 • 07 $ 7) 3W -733 DRIVE. lONTGOHERY, MN 35069 . RT40 40" 18 1020 1020 RT44 44" 18 1020 1020 ell �pai . ,* AND TA R d8 4$" 18 1 20 1020 PRODU L DivIEIOA ,'a�►' ; ,0 ' /'06/00 • uall divided between rafter and stud BUILDING CODE CDNFUJ19CE bi�CE b IHOMAS A L N KOL ➢EN 1 Number of fasteners shall bee equally PROFESSILL ENGINEER <CTV1U 2) Penetration Is assumed to be 1 1/2" Into wood ACCEPTANCE x0. - ©91 .O$ I FLORDIA REG. NO. 50899 ' 5lE El PnfiE 1 1 MDADE ACCEPTANCE NO.: 01- 0912.45 EXPIRES: 10109/2008 III � •.. I � I I t 1 I t i a II I I 6, t I � � � C_ I t _ f !I I C � fir. r� f 1 I� , _ I !_ � I I I _ I I �. ®I��III II I� I lyl �I III II I I��I�IIIIIiIV1��rI� r�lr lj�ll IN= �IIII�I YII I�VIIVYI I�Iil11l�I�IIIII�III��I11111 II�I�� 11�� I GENERAL NOTES NOTAS GENERALES HOISTTNGRECOM�IENDATiONiFO�15�BUNDIES STEPS TO SETTING TR•SSES• RESTRAINT &B RACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RECOMENDACIONiS PAPI L�JPlTAR FIA IAETES TRUSSES. • • Q IIE LA RESTRICCION Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Trusses are not marked in any way to identify Los trusses no ester marcados de ningun mono que • • • • • LAS MEDIDAS DE LA I TtJLLACIdN•DE CIOS TRL%SES } the frequency or location of temporary lateral idendfique la frecuencia o localization de restriccion lateral Q Warning! Don't overload the crane. • • • • • r Refer to BCSI -B7 Diagonal Bracing restraint and diagonal bracing. Follow the y arriostre diagonal temporales. Use las recomendaciones I Advertencial iNo sobrecarga la gr6a. 1 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 Summary Sheet 10' or 15' `� Repeat Diagonal Bracing recommendations for handling, installing and de manejo, instalad6n, restriccion y arriostre temporal de trusses with short member temporary lateral restraint (see below }. 4} Install top chord diagonal - Tem orar & Per ever Never use Qndin gone to lift a undle. P L� y 15 truss spaces (30 temporary restraining and bracing of trusses. cos trusses. Vea el folleto BCSI Guia de Buena Practice ® g bracing (see below). S) Install web member plan I�igonal bracing to st�tylize t�i� first five trusses Tenant Restraint Do not lifts g upbf ilwdivid a nd dbEndles. • — L Refer to BCSI Guide to Good Practice for para el Mar Instalacion. Restrlcaon y Arriostre de Ios • • e • (see below }. 6) Install botto nderd tempprary Ia era s eslrairR an diagonal b aciiag (see below). Bracing for Par allel I c r l Handling Installing Restraining & Bracing of Trusses de Madera Conectados con Placas de Metal pare Nun ca us�soh losentpaques ;arllevllroar unpagNei 7) Repeat process on groups llf�our Zpsw until alltiGss� ari set. • • • • I., Metal Plate Connected Wood Trusses for more information mas detallada. No leva un grope dB empaiqueSmciridt2 Los dibu tierra. 3 Instale los aces. • • 1) Instale los arriostres de tierra • el • rir*ro • • • • • herd Trusses for - --- • • • . I ta: trusS Ite se ura•lente a *arriostre de more information. detailed information. • p 9 (� P P os de diseno de los trusses ueden es ecificar las 9 p Y be used for bundles • roximos cua�o trusses con res�iccion lateral temporal de miembro torte ) p p � A single lift pint may Truss Design Drawings may s pecify locations of ocalizaciones de restriccion lateral ermanente o refuerzo with trusses u to 45'. Vea el resumen g g y p fy p P (vea abajo), 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre Apply Diagonal Brace to permanent lateral restraint or reinforcement for en los miembros individuales del truss. Vea la ho a Two lift points may be' used for bundles with BCSI -B7 - R estric_ P l p Y diagonal pare los pianos de IDS miembros secundarios Para estable Ins primaries cinco trusses vertical webs at end of � individual truss members. Refer to the BCSI -B3 resumen BCSI -B3 - Restriction /Arriostr e Permanente de trusses u to 6E'• • • don v Arrlostre p • • • • �r Warning! Do not over load supporting (vea abajo), 6) Instale la restriccion lateral temporal *airiostaa diagDna*patTa juerda inferior T emporal cantilever and at bearing All Lateral Restraints Summer�Sheet - Permanent Restraint/Bracing Cuerdas y Miembros Secundarios para mas information. Use at least 3 eft poi f r bandies yytri • • • 4t lcture with truss bundle. (vea alti 7) Repita este procediAhRnio AZjrypor clewu t o Rus st�sta qpe todos los trusses locations. lapped at least two trusses. of Chords & Web Members for more information. El resto de los disenos de arriostres permanentes son la trusses yreaker yen. • • • • • • esten instacados. • • • • Perman de All other permanent bracing design is the responsabicidad del Disenador del Edificio. • • • • • • • �Advertencia. No sobrecargue la estructura • • • • • Tr usses de Cuerd *Top chord Temporary Lateral Restraint spacing shall be . Puede user Rna olo I•ga de Te aT1ta ara • apDyada con el paquete de trusses. r Refer to BC I -62 S ummary Sheet -truss In�tall•tioR &_ m strMntLB� to for more Paralelas para mas 10' o.c. max. for 3x2 chords and 15' o.c. for 4x2 chords. responsibility of the Building Designer. Y np • + —o_ paquetes de trusses hasta 45 pies. • • • • •1 - ,f information. • • • • •�� information. g Puede user dos unto s de levantar para L� t lace truss bundles in stable position. The consequences of improper handling, erect w Jar P p a Vea el resumen BCSI -B2 - In de Truss v Arriostre Temp oral ara ma or INSTALLING I N STALACIO N 6M p q etas mas de 60 pies. Pusa paquetes de trusses en una position p Y ng, installing, restraining and bracing can result a u P estable. information. in a collapse of the structure, or worse, serious Use per to menos tres puntos de levantar para personal injury or death. paquetes mas de 60 pies. RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES r 7f Tolerances for Out -of- Plane. EL RESTRICCION /ARRIOSTRE EN TODOS PLANOS DE TRUSSES. I L! Max. Truss El resultado de un manejo, levantamiento, INSTALLATION OF SINGLE TRUSSES BY HAND ; Tolerancias para Fuera -de- Plano. Bow Length Y p ►. INSTALACI6N FOR LA MANO DE TRUSSES INDIVIDUALES [0 This restraint &bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Length �► D 150 D (ft.) nstalacion, restriccion arriootre incorrecto uede Max Bow 1 . \ 3/4 „ 12.5 ' * ± p p -- __ 1' muertos. busses 20' Trusses 30' at } 0' or T i 3x2 y 4x2. Max. w Length > 1/2” 2' or less, sup- less, support 7/8" 14s' ser la Cade de la estructura o aun peor, heridos o Este met000 de restriccion y arriostre es para tone trusses exceto trusses de cuerdas aracelas 1/4" g P P g port pea. quarter 1) TOP CHORD — CUERDA SUPERIOR Max. Bow 1" 16 7' po at peak. points. 3/4" 3' Q Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing ------ n and truss plates have sharp edges. Wear — Levante Levante de Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior , Length - ° I 1„ 4' 1 -1/8" 18.8' gloves when handling and safety glasses when Q del pica los lo cuartos U cutting banding. p to 30' 10' o.c. max. 1 -1/4" 20.8' tramp trusses de de Ios Hasta 30 pies 10 pies maximo I Plumb 1 -1/4" 5' Empaques y placas de metal tienen bordes 20 pies 0 Trusses up to 20' -� trusses de 30 F Trusses up to 30' 30' to 45' 8' D.C. max. Tolerances for bob ° 1 -3/8" 22.9' aficados. Use guantes ` ✓ Crites Pr menos. F otectores Cuando -- I 1 -1/2" 6' 9 Trusses haste 20 pies pies ies c, Tennis. Trusses haste 30 pies Out -of- Plumb pies maxim 8 i 30 a 45 es o . V2' 25.0' Corte los empaques. : P p 1 -3/4" 1 - T HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALES [:�45 5' to 60' 6' o.g. max. Toleranclas par D /50 max 1 - 3/4" 29.2 a 60 p ies 6 pies maximo Fuera de F c. ,ade. 2 HAN DLI NG MAN EJO F each truss' position a th the erection equipment untl top chord temporan / • IaYerai restraint ' to 80'* 4' o.c. max. 2" ?33.3' is installed and the truss is fastened to the bearing points. a 80 pies* 4 pies maximo Avoid lateral bending. — Evite la fiaxi n lateral. Sostenga cada truss en position con equipo de. grua hasta que la restriccion lateral temporal de la CONSTRUCTION LOADING — CARGA DE CONSTRUCCION r Use special Ca :2 m ht i'Ce Cu dodo cuerda superior este instacado y el truss esta asegurado en los soportes. * Consult a Professional Engineer for trusses longer than 60'. r Do not proceed with construction until all lateral restraint and s ; vindy weather or especial en dins Consulte a un ingeniero para trusses de mas de 60 pies. bracing is securely and properly in place. a s `. near power lines ables ec e c tricos cerca o de ST-B2 de c and airports. cable Warning! Using a single pick-point at the peak See B for TCTLR options. / No proceda con la construction hasta que todas las restric- Material Height °`"` can damage the truss. Yea el BCS =B2 pare las opciones de TCTLR. ,� , ,� , '"s, y clones laterales y los arriostres ester colocados en forma aeropue tos, r apropiada y segura. Gypsum Board 12" iAdvertencia! El use de w1 solo lugar Para Q Refer to BC Ice p' p Do not exceed maximum stack heights. Refer to BCS SI- Sum levantar en el uede racer dano al truss. mare S heet - Permanent ,� G - ' ° LL "^ ` '`*,�.' 64 Plywood or OSB 1s^ = ® I - Rest /Bracin of Chord x tie 9 - -_ � ., Summary Sheet - Construction Loading for more information. Asphalt shingles 2 bundles • Spreader bar }� & We s b Me mbers for Gable No exceda las maximas alturas recomendadas. Vea el resumen 7 q End Frame restraint /bracing / „ II concrete Block B" for truss reinforcement information. f y , w ' °j'`' 13CSI -64 Cargo de Co nstruction para mayor information. HOISTING RECOMMENDATIONS FOR SINGLE Clay Tile 3 -4 tiles high TRUSSES 60° or less Para informacion score restriccion /arriostre /refuerzo Repeat diagonal ® The contractor is responsible for properly RECOMENDACIONES PARA LEVANTAR TRUSSES para armazon de hastial vea Q braces for each set of receiving, unloading and storing the trusses m INDIVIDUALES el resumen BCSI -133 - Re- 4 trusses. 0 0 ; at the jobsite. y--7�' striccion Arriostre Ground bracing not shown for elan Do not overload small roues or sin El contratista tiene la responsabitidad de lJ o apropfado Approx v2 — g Ty. Repita los arriootre le trusses. Use proper rig- Use equip s ® 9 9 truss len th Permanente de Cuerdas diagonales pare cada No sobrecargue pequenos gropes o trusses individua)es, ecibir, nester gar almacenar adecuada- ging and hoistin para levantar a Tagline Miembros Secundarios. 9 9 Y g E TRUSS uc° To uu' -- - - grope de 4 trusses. mente los trusses en la obra. equipment. mprovisar. reader bar TRUSSES HASTA so PIES Never stack materials near a peak 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Nunca amontone material caeca del pico. Toe - In � TEOe =in Attach r�i - yam Locate Spreader bar 10' o.c. Q Place loads over as many trusses as possible. Spreader bar 1/2 to _� above or stinbsck max. I I Diagonal Coloque las cargas sobre [antes trusses como sea posible. �/ 2/3 truss length ' LATERAL RESTRAINT Bracing Tagline th mid - height I Position loads over load bearing walls. TRUSSES UP TO 66' Web Members TRUSSES HASTA In PIES & DIAGONAL BRACING Coloque Ios cargas score las parades sopoKantes. � ARE VERY IMPORTANT °`�` Truss bracing not w ALTERATIONS — ALTERACIONES shown for clarity. Spreader bar 2/3 to I IOSTRE Y an alter, or cu Do no � 4. E— 3/4 truss length ILA RESTRICCION^ . ® trusses Refer to B CSI -BS Summary Sheet -Truss Damage Jobsite Modifications & Installation Erro Tagline rs . If Vea of resumen BCSI- 85 Dan "os de trusses Modificacio en la Obra Errores de Instalacion sufficient hei ht beneath the lace TRUSSESI To PI OVER60 LATERAL Y EL Y blockin " g of suffi g + TRUSSES HASTA Y SOBRE 60 ES ARR t t, alt drill structural member of a truss unless Do not store No almacene ' stack of trusses at 8' to 10' on center. p g P TEMPORARY RESTRAINT &BRACING DIAGONAL -� Bottom Chords specifically permitted by the Truss Design Drawing. - = For trusses stored for more than one week, ®unbraced bundles verticalmente IDS -��.. ~ rover bundles to revent moisture ain but u right. trusses sueltos. SON MUY No Corte, actere o perfore ningun miembro estructural de Ios RESTRICCION Y ARRIOSTRE TEMPORAL trusses, a menos que este es ecificamente ermitido en el dibu o allow for ventilation. IMPORTANTES1 Diagonal Braces every 10 q P P I ® Refer to BC -B2 Summary S hee t - Truss truss spaces (20' max.) del diseno del truss. Refer to BCSI Guide- ta-Gao 1 Pradil fcir. Installation & Tem p orar Restraint Bracin for Top Chord Temporary t "R rainin g �i f3r,TCin� 10' -15' max. Same spacing as N?IldLng, nl�t�jlin g R _ Lateral Restraint � r Trusses that have been overloaded during construction or altered without the Truss Manufacturer's Qf [1�ta�lSe �Q[Lee1 NLQOt Tru more Information. bottom chord Lateral Restraint Some chord and web members (TCTLR) I prior approval may render the Truss Manufacturer's limited warranty null and void. for more detailed information pertaining to Vea el resumen BCSI 62 Restriction/ 2x4 min. not shown for clarity. Trusses que se han sobrecargado durante la construction o ban sido acterados sin una autorizacion handling and jobsite storage of trusses. Arriostr 7emD oral y Instala de Los 3) BOTTOM CHORD — CUERDA INFERIOR Trusses para mas informacion. previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. ^' ""` LOCdte ground braces for first truss directly in Lateral Restraints - 2x4x12' Or NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Contractor and crane operator (if applicable) are M Si los trusses estaran guardados horizon- y„ \,� professionals with the capability to undertake the work they have agreed to do on any given project. If the Contractor believes it needs taimente, dente demos de la p ando de altura - assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures ne with all rows of top chord temporary let greater lapped over two trusses eral restraint (see table in the next column). =90° - ".^" -, � ^--�., i outlined in this document am intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. SUfiCienta netra5 de la pill de 105 trusses. �-."` These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading Do not store on No almacene en Coloque los arriostres de tierra para el primer Bottom 4 personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented Para trusses guardados per mas de una ® uneven ground, tierra desigual. truss directamente en iinea con cada una de Brace first truss only as a GUIDE for use by qualified Building Designer or Contractor. It is not intended that these recommendations be interpreted as semana, cubra los paquetes para prevenir las filas de restriod6n lateral temporal I la chords superior to the Building Designer's design specification for handling, installing, restraining and bracing trusses and it does not preclude the F securely before ., use of other equivalent methods for restraining /bracing and providing stability for the walls, columns, Floors, roofs and all the interrelated aumento de humedad ere ermita venti v cuerda superior vea la table en la roxlma structural building components as determined by the Contractor. Thus, WTCA and TPI expressly disclaim any r for da P P P ( P erection of additional P a 9 Iaci6n. 7 cocumna). trusses. 1 "Y arising from the use, application, or reliance on the recommendations and information contained herein. Vea el folleto CB SI _ (Uf cle - Do not walk on unbraced para_�L_MdnsJ4 3RStdla Res an y Ar- Diagonal Braces every _ _ trusses. , s 20' L(45tra5 de146 Tr�S�e Maigi? One 4S 10 truss spaces ( max.) "r ° " °E " °TM TRUSS PLATE INSTITUTE . . . " "� xcwmw "am " ".aAY pn_P1aca _d e_Mdat para informacion mas No Camine en trusses 6300 Enterprise Lane •Madison, WI 53719 218N. Lee St., Ste. 312 • Alexandira, VA 22314 detallada sobre el manejo y almacenado de I 4 sueltos. 10' -15' Some chord and web members 608/274 - 4849 . www.sbcindustry.com 703/683 - 1010 • www.tpinst.org os max not shown for clarity. trusses en area de trabajo. . BSWAR31 Nx17 1115 2006 1� I I III 1 I , [ t t I t . I I I I. I I I I I I i ll III I! ! I; �► I I I� i I I IF I I I I I I , I �� -I III I I L I I I ul llr ll u�: uui i` �i � I BOUNDARY SURVEY � L 0 C A ', 1 0 N S K E T C H S C A L E N T S 75 �- Sr O ro. ?,ta' ��.�a ` ,. ''• �q N / v D I , mil- ,o ` a 0 00001 • p •� 59i�� ; 4 O' p i �J 1- s i ! ••� .... • a. : �� 496'= t°zt�rq r .••Jim •...•• �...•� a z u • :•• •• t3' Fs 8.4$`0 • `h, { 7. t � •082 ♦••• -� �• •• I ) _:� !�' a �} i to • 0.00 0 0000.9 i °� � S ••.• •+�• • o ' t 11 �•e..d • e di e ms Q' Z. 4 ;:, t+ 2- i t ! Rt 0• t�'J•. • 0000 • •00•i• O • n 3wu •• • t • T`� `° ") i �5` •• \ 0000 00.00 iw c • -• • Gfi /3•��' tJ- / j �.S/ C:�j` ;• 7C t - R, y �?! � 0• • •• ••i00 l � • •• •• • i • ..11 L c , fit, o� • • • • 0 of Lt_ • •a 2 o 0000 I 0 j • 00#00• • •0 000000 • • 000• 00000• W ' I x ,4 1 2 U cc 6 " �1 o 7* f? !CERTIFIED TO: JEFFREY BURNSIDE AND ELAINE HAZLETT BURNSIDE, HIS WIFE, 290 N.E. N - ^� '98TH ST., MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., ATTORNEYS' -a TITLE INSURANCE FUND, INC., BANKERS MORTGAGE TRUST, INC. ITS SUCCESSORS AND/OR LL ASSIGNS, ATIMA. 0o 10) o � r " S r a i 3 SzQ We � j _ LEGAL DESCRIPTION: LOT _._1 ' AND 2 — SLOCK 31 .6Z r W '— - - 1 ' d.�a- I. {AL ek"3 �� - � _ — AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 '�'WCc t OF SUBDIVISION � z u.� or ; 19 a o � ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK' 1 AT PAGE 70 c gs$ OF THE PUBLIC RECORDS OF MIAMI -DARE iCOUNTY. FLORIDA. ~ low it r TVALIOUNLESSEr,+sossEOWITH ELEVATION BASE ON I HEREBY CERTIFY That the survey represented SINCE 1987 SUAVEYOR'S SEAL CBM# ELV. Hereon meals the minimum technical requirements BLAl�TCO SURVEYORS INC. INDEX�� adopted by the STATE OF FLORIDA Boa et Land Surveyors pursuant 10 SeCt,on 472.027 Florida Engineers • Land.Suryeyors • Planners LB # 0007059 ` SURVEYOR'S NOTES: 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) E.XIIL INATION TO THE ABSTRACT OF Statutes. TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTREMENTS" -IF ANY, AFFECTING 'THIS PROPERTY. Tnere are no encroachments. overlaps. easements 555 NO SHORE DRIVE T t 3) NO UNDERGROUND I%VROVEMENTS WERE LOCATED. 4) ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC appearing On the plat or vrsrbte easements other MIAMI BEACH FL. 33141 • d VERTICAL DATUM OF 1929. 5) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN IN THIS SURVEY THAT MAY than as shown hereon - ---� BE FOUND IN PUBLIC RECORDS OF MII -DADE COUNTY. 6) LEGAL DESCRIPTION PROVIDED BY CLIENT. 7) U�, >E:3 (305) 8 65 -- 120Q OTHERWISE NOTED RECORDED AND MEASURED DATA ARE IN SUBSTANTIAL AGREEMENTS. 8) BEFORE ANY CONSTRUCT! n `` FaX ( 3L5)8 65-7810 A. THE SET BACKS MUST BE CHECKED. 9) THIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSES ONLY. NLY.. � � ti FLOOD ZONE: BA ?, RE ISED. EXCLUSIVELY FOR THE USE BY THOSE TO WHOM IT IS CERTIFIED. THIS SURVEY IS NOT TO BE USED FOR SUFFIX: :L7 DATE: 7'17 -95 SE: CONSTRUCTION PERMITTING, DESIGN OR OTHER USE WITHOUT THE WRITTING CONSENT OF THIS CO'TANY. ADIS N. NUNEZ PANE 0093 CpjglTy �� 1 _ 52 10} BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE REG STFPFn T AND SURVEYOR DATE: SCALE: DW*i. BY .lOB No. S 1-30 - _ R _ Y �. .. .r ..r. 5. -� �A � X5924 02 r 0� 1 20' _ F. �Nco :- ' B OUNDARY S URt L O C A T I O N SKETCH SCALE . NTS 14 G U n t it 1 _ �"''"' �F• � aa vt r •� • • • • ••4 ®O� • • •t • tr •I • •* • n U &! •••• • • El V V - + •• w �`+• A I�VN `.�� V � • ••• i � - } - � i �• � ZS 0 � • •••• ••••� • jt W C ••t -.,• � iy ,.•, , ..` �••• •••.•• ••:•• • • . �0• A �7 ••• CO iP � C- • • •; • fi r� i • • • • i � - tJ to y S 1 � :•••• •• w d Op o l e •,• nS'tL • ••• • j • V Si ' 7y � 1 1.r� i � • • • •••• •• t O I /Q "'' •• • ••• • • n v • Z � Y U i Uj ego* • • • U O z O w � u, U O u. S n u O i Y ' J e�?cro c i t / LL a 0 f � M1�"' r V u; � x ¢ V Y ,s g ;' n E! 3 --� !CERTIFIED TO: JEFFREY BURNSIDE AND ELAINE HAZLETT BURNSIDE, HIS WIFE, 290 N.E. ' g 1 98TH ST., MIAMI SHORES, FLORIDA 33138. , CHRISTOPHER P. KELLEY, P.A. , ATTORNEYS' Q, o - TITLE INSURANCE FUND, INC., BANKERS MORTGAGE TRUST, INC., ITS SUCCESSORS AND`JOR a�N t> ;ASSIGNS, ATIMA. O C; ya -+ON ��e_�J _ LEGAL DESCRIPTION: LOT 1 AND 2 FLOCK 31 Z � J LL w ( JS 41 .Q t Q s z }w W OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 v S z - �u SUBDIVISION m b a �8c ' ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1 AT PAGE 70 1=1 A ° 332 OF THE PUBLIC RECORDS OF ` MIAMI —DADE ;COUNTY, FLORIDA. y NOT VALIO UNLESS EttsossEowlTH ELEVATION BASE ON t HEREBY CERTIFY That the survey repre seited SINCE 1987 ' SLtAViY6�At`SEAL CBM# ELV Sereon meets the minimum technical requirements $LANCO SURti'EF INC. LOCATOR INDEX adopted by the STATE OF FLORIDA Board of Land Jts Ill. Surveyors pursuant to 'Section 472.027 Florida Engineers • Land • Planners LB # 0007059 Y ` J SURVEYOR'S NOTES: 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION TO THE ABSTRACT OF Statutes. SSS NORTH SHORE DRIVE TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTREMENTS, :IF ANY, AFFECTING PROPERTY. n There are no encroachments. overlaps. easements 3) NO UNDERGROUND IMPROVEMENTS WERE LOCATED. 4) ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC appearing on the plat or visible easements other MIAMI BEACH FL. 33141 [� VERTICAL DATUM OF 1929. 5) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN IN THIS SURVEY THAT MAY than as shown hereon BE FOUND IN PUBLIC RECORDS OF MIAMI —DADE COUNTY. 6) LEGAL 'DESCRIPTION 'PROVIDED BY CLIENT. 7) UNLESS 0 865 -1200 Fax (305)865 -7810 t; OTHERWISE NOTED RECORDED AND MEASURED DATA ARE IN SUBSTANTIAL AGREEMENTS. 8) BEFORE ANYCONSTRUCTIUN '' THE SET BACKS MUST BE CHECKED. 9) THIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSES ONLY, FLOOD ZONE: A t E. EXCLUSIVELY FOR THE USE BY THOSE TO WHOM IT IS' CERTIFIED. •THIS SURVEY IS NOT TO BE USED FOR SUFFIX: = DATE: 7 -17 RE VIS —95 BASF n PANE 0093 CAMMUNITY,# :1 52 CONSTRUCTION PERMITTING, DESIGN OR OTHER USE WITHOUT THE WRITTING CONSENT OF THIS COMPANY. ADIS N. NUNEZ GATE: SCALE: OWN. BY: 108 No. 10) BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PR PAGE REGISTERED LAND SURVEYOR 1 -30— 02 1'.' _ ' STATE OF FLORIDA- #5924 20 F. NCO 02— Z- 'T ;? w ti Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 d & 00 W' Inspection Date: 02/08/2006 Permit Type: Imported Permit Inspector. Grande, Claudio Inspection Type: Columns Owner: BURNSIDE, JEFFREY Work Classification: Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Bullding Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, February 7, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village nee 10050 N.E. 2nd Avenue Miami Shores, FL Phon . (305)795 -2204 Fax: (305)756 -8972 ® + Inspection Date: 02/08/2006 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: Slab Owner: BURNSIDE, JEFFREY Work Classification: Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments SLAB REINFORCEMENT Inspector Comments Passed n K_ Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, February 7, 2006 Page 1 of 2 ' Inspection Worksheet Miami Shores Village .n• nm 10050 N.E. 2nd Avenue Miami Shores, FL ''' Phone: (305)795 -2204 Fax: (305)756 -897 "S��X S MA iWi t'L_�' \_V/ V _-J 0 U I Xll'r` i " AN ,3 } Inspection Date: 03103/2006 Permit Type: Plumbing - Residential Inspector: Levrack, James Inspection Type: Top Out Owner: BURNSIDE, JEFFREY Work Classification Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: SONY LEO PLUMBING Phone: 305 - 757-0499 Building Department Comments Inspqc om Passed ° Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, March 2, 2006 Page 2 of 2 tw- Iva Inspection Worksheet ... Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 795 -2204 Fax: (305)756 -8972 al Inspection Date: 04/06/2006 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: Drywall Screw Owner: BURNSIDE, JEFFREY Work Classification: Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Buliding Department Comments Inspector Comments Passed 0 Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, April 5, 2006 Page 2 of 2 g" Inspection Worksheet Miami Shores Village L 10050 N.E. 2nd Avenue Miami Shores, FL Phon (305)795 -2204 Fax: (305)756 -8972 F Inspection Date: 04103/2006 Inspector: Grande, Claudio Permit Type: Imported Permit Inspection Type: Insulation Owner: BURNSIDE, JEFFREY Work Classification Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number Project: <NONE> Parcel Number 1132060134150 Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments -A f f �/t Wa 67 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, March 31, 2006 Page 1 of 2 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 BP2004 -897 Imported Permit Project: <NONE> Owner: JEFFREY BURNSIDE Phone: Job Address: 290 98 Street NE Parcel: 1132060134150 Miami Shores Village, FL Block: Lot: Scheduled Insp # Inspection Type Inspection Status Inspector Date Completed 12/21/2004 INSP2004 -5074 Insulation APPROVED None None 1212112004 concreter cells 1212112004 INSP2004 -5067 NEW CONSTRUCTION APPROVED None None 12/21/2004 concreter cells 12/21/2004 INSP2004 -5071 Framing APPROVED None None 12121/2004 stairs outside 12/21/2004 INSP2004 -5068 Framing APPROVED None None 12121/2004 stairs outside 03103/2005 INSP2005 -742 Drywall APPROVED None None 3/3/2005 stairs outside 0512012005 INSP2005 -2083 Columns APPROVED None None 5/20/2005 NO GRASS 02/0812006 INSP -9140 Slab APPROVED Claudio Grande 21812006 SLAB REINFORCEMENT 02/08/2006 OINSP -9138 Columns APPROVED Claudio Grande 2/8 /2006 03/28/2006 INSP -13266 Framing APPROVED Claudio Grande 3/28/2006 0410312006 INSP -13689 Insulation Pending Inspection Claudio Grande Not Complete Friday, March 31, 2006 Page 1 of 1 r i Inspection Worksheet '... Miami Shores Village `" 10050 N.E. 2nd Avenue Miami Shores, FL Rte' Phon • (305)795 -2204 Fax: (305)756 -8972 :� Inspection Date: 03/28/2006 Permit Type: Imported Permit Inspector: Grande, Claudio Inspection Type: Framing Owner: BURNSIDE, JEFFREY Work Classification Addition /Alteration Job Address: 290 98 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060134150 Project: <NONE> Block: Lot: Contractor: ARCO CONSTRUCTION Phone: 305 - 892 -6507 Building Department Comments Inspector Comments Passed Az Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, March 27, 2006 Page 1 of 2 MIAM143. 7ftr. MIAMI -DADE COUNTY. FLORIDA METRO - DADE FLAGLER BUILDING BUILDING C013E COMPLIANCE OFFICE METRO-DADI: FI AGt,ER I1UILDIW; 140 WEST I-LAGUiR STREET. SUnT; 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305 3752901 1 1X (30S) 375 -2)R PGT Ind 1070 Technology Drive CON rlLWYOR LICK-NNING 9t:c:710IN (30$),37S-2527 I -AX (305) 37S -2SS8 Nokomis ,FL 34275 CONI'IUC OR F.NF RCL11%IF.NT nrvlsrnv (30S) 37S -2966 FAX (30$) 375.29M PROM ICrCONTROL MIV1910,14 Your application for Notice of Acceptance (NOA) of: ( 305) 375 -2M FAX (305) 372 -6339 1 "x Heavy Wall - Aluminum Tube Clipped Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of AIternate 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.: 1- 0323.02 EXPIRES: t)6/2!I/21106 Raul Rodriguez Chief Product Control Division THIS IS THE COVFRSIIEET 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. rector : Dadc County APPROVED: 06128I2001 F' c Compliance Office � � t �r � q�• 3 r � Y %W4SW I %pcM%%umip4tes%n*tke accePtance cover (u t - Internet mail address: postmasterLbuiidingeodeonline .com Homepage: hitp : / /www.buildingeodeonfine.com J PCT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED ; ,( 2 8 29MI EXPIRES WN 2 L 20ff NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This approves a clipped mullion system, 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 1 "x Heavy Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6621, Sheets I through 6 of 6, titled "1" Heavy Wall Mullion Arrangement Detail", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.375 (2 anchors) mullion, Ix2.75x.375 (3/4 anchors) mullion, Ix2.75x.650 (3/4 anchors) mullion or lx4x.375 (4/6 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion o_n be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dadc 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, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 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. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manu Pcrcz, P.E. Product C Examiner 2 Prod ct ntrol Division ............. .... PGT Industries ACCEPTANCE No.: 01- 0323.02 APPROVED ; JUN 2 8 2001 EXPIRES JUN 2 8 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 Cling of a revision application with appropriate fee) and granted by this office. S. 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 needs not reseal the copies. & 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 last page 3. END OF THIS ACCEPT NCE guge " Manucl er , P.E., P uct Co •xamincr ProducLQ6ntrol Division 3 ANCHM t -w--- -1 c* OR 1 u roe a*. PRODUCT pAvow t roa l c' OR 7i " 2 BMW ENDS ANCHORS Armes � - ---{ c-��-rc` u, rrPl»�; BO Ft �� ' N u WIN ENA� H PAO0UC1 f H PRODUCT S PRA 7wP PRODUCT PRODUCT H AlawN GlAZ/NC CtA2fttC OlAZtNfC f Pnow PROA!!Ct PRODUCT C LAM RT y f— � — wf---- ----wa w - wf +w2 wf-- 1--- w2 -- --wa —I H a Nf+Na w - wl +w2 +w3 ---1 W wftw2 H - Hl +H {2 WJNOOWS,AdULEp N - k f+H2 (2) WIN000 MULLED TOGETHER (1) WINQOW MAIL Q WfONE ABOVE MULTIPLE WINDOWS MULLED FOR DETERMINING MAX ALLOWABLE --fO ABOVE FOR DETERMINING MAX ALLOWABLE WZQNE ABaVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PAGE 5 & 6 DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 DESIGN PRESSURE SEE TABLES MAX OPENING = W OR W1 +W2 ON PAGE 5 & 6 M1) MAX OPENING - H OR H1 +H2 ON PAGE 5 & 6 MULL LENGTH = H MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = W OR W1 +W2 +W3 HULL LENGTH = H 1 M4) MAX OPENING = W 1 +W2 OR W2 + W3 MULL LENGTH - H APASVWHTK Sam 1. FOR ANCHORAGE TYPE, OUANTI7Y AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6�os AFB. Ot- Og2S.d2 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS J. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT T P.J.P. 4128100 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 s -j.�ji =• -� 1 " HEAVY WALL MULLION ARRANGEMENT DETAIL R 3= pa aoar fsaa saw mow rw a,� Noxoaa n �a� rt 111 Muus Ix 1 - , 61 662 8 P.G.T. Sr Mu0jo - "'U? muu r--2' OR 4"-1 PAZ fir MWAM -T Y r OR 4'-1 MULLAON UP MIN. Oppow SOM woo am ew ANGM OPF OF r NOY TO RIAMM TO Op p om 5= Au Fl WIN COMM wvm. Ei CLIP TO FM A EACH MM) TO V*-CHANM AND L— 112 M= T om Onmr) NffAU M MM 10 It ,a mw a OAw cwiw ----------------- U I rj"m M"p Armusamr/I AM 6 mpffmmw wo • t. MIN. 'k CONCAM ON OLOW :�AU FASTEMM MUM L P-MT .. i: . FOR I' muu couffly APPAOYM SM OWM it Dgv"L MULLION TO -MULLION )MSULLATION TYPE *A"- TYPICAL Mull To STRUCTURE_ wrrm M SUCK REMOVED FROM jCONC. TYPE !C" PGF. IN MULIJON r-2' OR 4'-1 Amt IN muum --------- a= sm rT 1. r OR 4 M>N Oppow (So As m nor TO r wwwo ON "aw ON (Ty r1=1 j l "o - 11 WOOD mm flow wo Ilm .9 o 0 Mow i r i w w=a wwmmmw= H, nor SM NOMil m am MA;wom &Z o sfiz NOW It Aft A. IMC4L MULLION SMUG= WITH WOOD BUCK ME X TYPICAL MULL MN TO A"T HOOD BUCK AND CONC DM T" f. FOR MULL SIZE AND QUANTITY OF ANCHORS REWIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET J. OUAMM OF ANCHORS FOR MULL -70 -CUP 6 IW SAME AS THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING Om 2. REFERENCE TEST REPORT M-2902, 2903 AND 2975 QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUAN711Y OF 4126100 W= ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQD FOR YOUR HEAVY WALL HEA WALL MULLION & CLIP INSTALLATION DETAIL SPECIFIC APPLICA770N. Pjo)bwtL C ilia - py- 03M2 tozo imoocor oink M am max= A 30" momm R' Was Ix 2a6 6 621 WN. FROM MIN. 3 FROM 1 ENDS (�) ENDS FROM r" — ENDS T MAX MAX II MAX. IMPORTANT: t- -i4 A'- �i MIN. F-- 'A'- -i MIN. QUANTITY OF 7 " UL.L CLIP 1 „ ! P ANCHORS SHOWN . IO a ,gIyCHQR L nws TH(t, �3 NCHOR LOCATIONS FOUR 0 AN&ATIONS ANCHdR (8 LOCATIONs ARE FOR A PICTORIAL Jxr�au t Dwo l Ids � Dw F Im wm on i im wmm on i rose REPRESENTA77ON ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE MIN. FROM MIN. FROM MIN. FROM MIN. FROM RED D FOR YOUR 1 i"" "�I ENDS (7 P) ENDS (TYP) ENDS (TYP) ENDS (TYP) SPECIFIC L APPUCATFON. II 7 t T .e.. P y[f TAas REMOVED 1 "* CLAP W/TABS REMOVED ED I MU p c TtNO ( � Q$ LOCA1IONS f3 �liOR LOCA7IONS C O LQr� Sly 6 W '= LOCA I NS e amm an I toss wont oxm lr roes mmow an l rasa UMUM oWs gsMOM na ca amLM wm+ n+a sent+ m CLIP LENGTH CHART r FOR Ix MULL tbGWfituttCt Muu SIZE A' ft 1 x 2 x # ?i P.J.P. S/21/01 r x 21 x 11 � ANCHOR LOCATIONS 1 x 4 x 3 I " MULLION CLIP too rtcr�mw P.D. = tsar t. REFERENCE TEST REPORT F71 -2902, 2903 AND 2975 a 6 ,rr+. n mass rs Ft .isaae MULLS 7 3 6621 c1L t�rturos£ I 1 ? ? 3 S � 8 4 f2 4 2 2 2 14 4 2 4 1y 4 lx HEAVY WALL MULLS MAT'L: 6063 —T6 APPMMASCOWYMMMS few fiCUTNF IR k 1!a!(RC 8 BY e�.�t6C7DECF p u e . Ol- 032s. P.J.P. 5 122/0 0 NOTE �V X_ 1. REFERENCE TEST REPORT M -2902, 2903 AND 2975 1 HEAVY WALL MULLION PROFILES Room tom TEwpVDaw P.0 m IJ s°�s It°. Ran P,g#vm rz � a im MUlLS 1x d6 6621 SUWON 1 x2x.375 OPENING WIDTH IN INCHES 2 An chors 50 60 70 1 80 90 1 100 110 1 120 130 1 160 42 155 142 134 130 130 130 130 130 130 130 Vertical Mull 48 129 116 107 102 100 99 99 99 99 99 50 115 100 91 85 82 80 80 80 80 80 54 94 81 73 88 64 63 62 62 62 62 j 60 1 67 58 51 47 44 42 41 41 41 41 Mull z 631 58 49 44 40 37 35 34 34 34 34 Leng z 66 50 43 38 34 32 1 30 29 1 28 28 1 28 72 1 38 32 29 26 24 1 22 21 1 20 20 1 20 78 32 27 24 22 20 18 17 17 16 16 �-- --� 7$ 1 30 25 22 20 18 1 17 16 1 15 15 841 24 9 19 16 17 16 _ _ _ _ Horizontal Mull 5 96 111 opening 144 - 1 x2.75x.375 OPENING WIDTH IN INCHE 14 A chors 50 60 70 1 80 90 1 100 110 1 120 130 160 Length 42 170!170 170!17D 170,170 170!170 170!170 170 170 170 170 170 170 170 170 170 170 48 170 1701701170161117015411701501170 1491170 10170 149070 149 170 149 170 Multiple Mulled Units 50.62 170 161!170 148 170 140 130 IN 134170 434.170 134.170 134.170 U) 54 166 170 147 170 12325j, 65 128'153 vi 046 119 142 119i� 116;141 119 118141 _ 6"6 14611521271431 116111. 10111071001100 96 ISO 93193 92192 92 92 Z 63 131 131 112 112 99 99 80 90 84 84 80 80 M133 6 78 76 76 76 76 Mull Z 661131113 97197 86185 77177 72 t 72 88 168 164 83183 63 163 Length 72 88 88 73 6,5 65 58 68 54 54150,50 6 46 45.45 44.44 Ly 7$ 73 73 62 62 Sa 54 49 49 45 45 42 42 38 37 37 38 36 67 57 50 45 41 38 1 35 33 32132 84 S4 54 45 45 40 40 3S 3S 32 32 30 30 7 27 25 28 24,241 pp�y g a 90 43 143 37 i 37 32 132 28128 2"6126 24124 22 t 21 121 20 1 20 191191 width Z 36.36 3 30 26 26 23 21 21 19 19 18 18 17 17 16!16 16 ° � Q 1 2$125 21 t 21 181 18 161 16 . _ . 1 11123! 23 19 19 T7 15 15 - - � t p QI- OSZS• Row w a ae*ons !' 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. P.J.P. I ' 4/28/00 2. DESCGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, �� PE$SURE CHARTS CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. / 9 " HEAVY WALL MULLION J. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 L4' ��,a va pox +►. �397/Z rr R , � ays Mutts I NTS 7 5-o 6 6621 1X2.7SX -650 OPENING WOTH IN INCHES 314 An ,0 50 1 60 70 80 90 400 110 120 130 1 180 - 70 170 170!170 170!170 170 170 170 170!170 170!170 170 170 3 4$ 1701170160 170 1481189 1411161 1381158 13711571371157 137057 1701157 1701 Vertical Mull g0, 661170 143 159 136 129 25 123!141 123 123! 154 123!141 52,170 135 155 124 142 116 133 112 128 108 125 106 124 108 124 108 124 108 124 x 1 11 1171134 1061122 99 1113 94110 90 1103 881101 08 1100 881100 881100 Mal► 1 143 110 1 6 99 114 92 105 87 99 83 85 81 9 80 91 80 91 80 91' Length 11 1135 103 118 931107 86 197 81 190 77 185 75182 73180 73179 73 179 061 92 92 61 81 73 73 67 67 163 60 6p 58 58 56 56 5@ S6 9 91 77 66 68 Al Al 58 I 52 52 49 4 47 47 46 48 45 45 � -Dponing._) 7 ; 84 71 171 63 55 51 151 48 45 43143 42 -1401401 Width 7 57 67 60 60 44 144 140 40 37 '37135,36 .33 33 32 L32 130 30 HOrla Mull 184 46146 40140 36136 32132 30130 28126 126 25125 23123 44 44 38 M 3 33 29 29 26 26 24 24 23'23 21 21 20 20 18 18 31 r 3.1 261.26 23123 20120 18118 24 '21 21 1 18 17 17 opening 18 - - - - - - - - - - - - - - - - - Nd, th 1x4x.375 OPENING WIDTH IN INCHES J ra 6Q 69�_ 70 80 90 100 110 120 130 160 �._ mull .,� 70 17Q 170 17017p 17p 170 170 170 170 170 170 170 170 170 170 170 170 170, 170 Length ei$ 170117017011701701170170117 1701701701701701701701170 1701170170170 f7mO 1701 .071701'70!17017017'0 170 170 170 170 ,170 170 170 Multiple Mulled Units 17017 110;170 170'1170 189070 jpgn 156 1101 170 157 170 157;1 6 0117011 1701170 15411701431170 1361170 1311170 '128 170 17 168 170 144 170133 170 126170 121 170 117 189118 166 116 165 118 165 mull ITOI170 9 60 1170 1361170 1261170 1171166 1121-1581 1150 061145iftl 1051144 n th 72` 154170.134 170 1201 110 1484 i 27104. 81 115 89!112 do 111 L g 1441:7 t25180 '1 14 '1'02126 95 .116 90 408 83 98 81 85 78 93 79 40 14`70 121 10811 19 919 1118 S2' 11 87199 83 7 80 78 75 2@ 138 111 117 98 102 90 92 83 83 77 77 73 69 69 68 62 82 21112 95198 82 1 82 74174 57167 62162 58 I .54154 52152 48148 pervi g e 92 92 78.78 87 67 00.60 54 54 500 50 47 47 44. 44 42 42 38 38 s 64 64 54154 47 47 42142 37137 34134 32132 30130 26126 25125 1 1 50 59 50 43 38 38 34 34 31 29 27 27 28 26 23 23 27 27 23 22119; 19 17 17 15 15 - - - - - - - - � NOTE �` swum QFW.A 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. P.J.I? 4/pg�pp 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS PRESSURE CHARTS CONSIDER ONLY TWO ADJACENT UNITS AT A' TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ,�t.C�L„a�ee� � H��' WALL MULLION 197/L rota »r move as ar►x rsas � xo. N. � r +R �� rt s+as. Mutts NTS 6 � 6 6621 �` VV.rr JJ.JrVVVrY OMMI1.*" L1MILK 1Ja ®1 NFIAMI-DADE COUNTY, F'l UMDA MIANi ' METlt4 -OAM IMIL DM CODE COMPLIANCE 01WICE W.U( OADE r-t.Art•ra 1lMIXI1Nt: MIAML VI -OkID t 31138-150 PRODII N ®TiL'� .'' �� t36ta : 3�s -tea ��- or", - WRl POT industries a Wouxt; m nox 1 070 Technology Dave 13053 37s 2r VAX OCA Y" -11" Mokomis .FL 34275 CterrtACMA r jvoitcL%a%1rnmMM t%S ?S- 2%6VAX JM) 373 -TM n'ROIN�1 CA.�1'1'nM.nHVLW2V (3W) 375- 2*1 FAX ;30M M -6334 Your application for Notice of Acceptance (NOA) of Series PW -701 Aluminum Filed Window - f+ ou4mpacl do 1vbPM1 RcsisMat under Chaptcr 8 of the Code of Miami -Dadc County governing chi: use of Alternate i21crbts and Typft Of Construction, and completely described herein. has Wen reu4wwwnded foe 2=13tatn= by tltc Miami -owe County Building Code Compliance Office (RCCO) under the conditions specified ticrcia. This MA dell not be valid after the expiration date stated blow. BCCO reserves the right to secure this product or nlateriai at any time from a jobsiie or rnanufadwer's giant for gttaMY coMsal tcst'tag. If this product or material finis to perform in the approved manner. OCCO may revoke modify, or suslmd the use of such product or nm erial inunediatcly. BCCO reserves the right to revoke this appmval. of it is determined by BCCO tines this product or mowrial fails to meet Ike roquirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01 0 1 FAMES. QW1 3 haul ROMCUC7 Chien Predtlat Ccnitro! Division MM 14 TlI£ COVF.RSItEET SFF A1►/!iT{QNAI_ PAGES FOR SPECIFIC AGENF�IL/14 COMM RUI IfMG CORE & PRO MU REVI CONiMM This application for Product Approval has been reviewed by lire i3CCO acrd approved by the Building Code and Product Review Committee to be used in Miami County. Florida under the conditions sct forth above. , �� Yna. R..A, F miami -i eft Ccaulty APP Rt) r twibdi ode Compb'mlxc Ol'r#" 1tt0 /9D00 sn 1POMM oss PAPA" lnternet n4all addrm: p06iaTMer@tvRd 111'dn1 `l iWalwww.haiwi time. 4171 LVI LVLJ VGJ. LL A-, - FA JS-#N i ka- VL PC' Wh+str3tx ACCEPTANCE 14p.: 41- 0102.A1 _ -- APPROVED: 1 EXPIRES: se 15 - M V or' "ACcEP' At igx; S PECIFIC 01=112M a u SCOPE i.t This apps wes an aluntirtuni rx*j wire&w. as described in Section 2 of this Notice o r Acccptance. dcsigncd to C"lY with tfie South Florida 801 ding Cost (SFOC). 1994 Cditioti far Mi3mi -11V County. for dw locations where die premm re quircnmiis, as dclermine-d by SF8C Chajur 23. do not exceod the DcsW Pressure Rating values indicated in dw approved drawing$.. 2. PRODUCT DESCRIPTION 2,1 Tiv.Seeies P%V- -701 Aluminum Fixed WindafJ— Non- Impact and large !fissile Impact ResWent and its critripommts shall be constr=4 in strict convii3t= with lic fmllowittg downicnit Diraiiring No 4231. Sheets I through 8 of &. titled "PW -701 Aluminum Rut! Wind0 :" , eland U1310l, prgMMd by a anoracium. signed acrd soled by Robot L. Clark. P.L, bearing the Miami -Dadc County Product Cuntroi approval stamp with die Notice of Acceptance number au l approval date by the Miami -Dadc- County Product Control Division. Thebe docutncatts shalt' hemino(la r be referred to as the approved drawings. 3. I, A1ITATIONS 3.i 'This app(o ml applies to singic unit application& only, as shown in aplisovcd drawings. 3.2 Non -im(W I r4mist2ni winebws. fur Ck;sigii Pressure Rating vs_ Mindow Sizc. sc:c Comparative Analysis Tsbics in Shea 8 or of approved drawinjp. 33, impact Resistant windows, see M Picssu c %d ing in Shcct I or s orappti trod cdiawinp 4. INSTALLATION 4.1 The aluminum flud window audd its componcnis shall be installed in strict compliance v . - 01h dw approved drawings. 41 Hurricane prutcc tun systcazi (sbuucrs):'to dctcmine wh the dic installation r qui= a ltusricw -e protec6on system or not, sce correspotWing table in approved ftkving. S. LABELIN 5.1 Each unit shall bear a pc mancnt label with the manuCacturces Mat: or lobo, cite. state and following statctnenL "Ntianii - Dade: County PriDduet Control Approved". 6. BUILDING PERMIT REQUIREMEN•i'S 6.1 Application for building permit small tx-- aeceampanic-d by capi'mofthe 000 viiij+. 6.1.1 This Notice orAcccptance 6.1.2 Dwilicatc capi" of the alaprovmd drawing-, as idetntirted in Section 2 of this NOtic'e Of s Accep anec:. c1cariy niar , cad to show the components Selected for the proposed installation. 6.1.3 At► i othw- doeunwats muircd by the Buitding ©ffictat or the SOt:th Fttuit(;% t3tcit�liny +Call (S`OC) in order to praperly evaluate thi: ingauation of this system. Mantel erp., P_G_ duct ortutil i*r . Product vnt 1 ©iviciean Z U11 P(T Indostr c_t: ACCEPTANCE No.. 01=0101-01 APPROVED SEP 3 �iJQf N OTICE OF A=P'CANCE: STMcM 3;ONDl1'lt ! ? i. Renewal of this Acceptance (approval) shall be considered alter a renewal application has bcett riled and the original submitted documentation, including test supporting data, engineering docutncnts, are no alder than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufaciurccs name, ciiy, state, and they following statement: "Miami -Dade County Product Controi Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptancc will not be considered & a. There has Vaal a change ir, d#e Shrill=, F Building Cork af(cc tins the c.8luat:en of th product and the product is not in c.omphaucc with dic code chang"; b. The pnaduct is no longer iitc sam prtdou (i&t iaical) as the o" or appro xic"I. c. If the Acceptance holder has not compiled with all the mquitcments of this acceptance, including the correct installation of the product d. The engineer, who originally prepared. signed and scaled the rcquirud ducuittcivaiion initially submitted, is no longer practicing die engineering profession. 4. Any mvisior. or change to the m3terials, usc, andfor manufacture. of the Product or process shall autcrnwically be cause for tetnrin3tion of this Acceptance, unless prior writlen appmval has been ir"cstcd (throuen the filing of a ravisier. 3pplicatien with appropriate t'tc ?n a ntca by this o('I .e. 5. Any of the following shall also be grounds for removal of this Acceptance: it, Unssti4actory performance of this product or process; b. Misuse of this Acceptance as sin endorscrrrent of any product, far sides, advertising or any ogler liSlAtl,' 6 The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall Ire done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other ducumcnt►, where it applies, shall be provided to the user by the manufacturcr or its distributors and shall be uvai'iablc for inspection au the job site at all times. The engineer does not need to mescal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and rcatoval of A"Optance. t This Acceptance contains pages 1, ?. and this last page 3. END or THIS ACCEMkT INCE Manuel crew, P. E., Product con tr liner Produe rot Division 3 I �. A— I -- H E & A.. SO" BET'WE'EN FL4 r5 Poximum Area 21.65 sq. It. LULL .._ QQ-c ' 0610" N moximum i%rea 19. E.`4 sq. ft zz /..�" [)E i A11_ f r � ;4f?CN, sf F stir. FAN LU P LlC Maximuir} Arto . sq ft: 96" X 47" 96 X 47 Moximm Arta 24.47 sq, It Moximu.m Are* 24.61 sq. P. N�+10vIR +M cvW �'ull+nn� r. u 0° X171 "M 1.) Owa-C. VIts" LAArnWO WffNrMAYER D'~ AK.4CnF rv8 .u.o►+e�apooMrwllltr:tl�►a w 3.) t7L9CN Pf+fSSbIPb RoTfNG _ ir e — "" i�Ti .- ...�.�,.........r. .�. ,x600 PSr & —80.0 PSi' (VOS* IICA7' STACWPIMINEA /AN11116' WAi SYlMi�lENED UAI � f K, REIV I; +J6.0 Pst a -36.0 Psr WJ6 46WC /,5 119' AWMCO) Er:z Ot 4.) A*CMCR kAXAeNO SPAC;rAfG: 02.000" ✓ ELNE ATIONS 2 116 OMINATE, LAc s.J Am srlurnas AAf0U0tF ALilM1NUM FIX W'IiYi7GW 6.) Acs rx.uW JOWS TO K SEW WINO RA' .,x,ae_ --r -- fool IOm 011hat P p •Cr t }.P1 .�Iwan two e».cn IA Mr 7.J REfCRl7VCf' 1FSf NEPt /: F Tt — 2 7 9 7 SNw}Ip; LMro w j3p }1r1 �t�.1 A s�Ot+ PiY —'rat llf � 1 9 4:? Z i L' | ..TRAEUQD 984 Y 48" -QUAdTER C;RCL Akximum Area 36.28 sq. ft. Akxiniurn Areo 25.22 3q. It. 60 SO McNimum oreo 20-21 sq. It 1 46W . _- � i •:`"` HEXAQhf 1 i e 60" OCTWMEEN FU%TS 1 -UL L r+ r + ' C. Mox im iwn Area 21 s q. /t. 60 -- �SO" Moxio num ,ore o 19.64 sq. /f . AJ DFTAJL C 1 t AR C sEf .,k1'. 7 — = - - -- - 60" x 120' FAN OPTIC Moximu Area 4732 sq. 1'L 120" x 55" 120" x 48'• Wxip7um Are* _f5.20 sq. ff, JAoxtmurn Arco 3J.46 sq. /t. Ite�.wiWwvMwn+nq AOINF h i 6.Y t.) Ca+r'n�sestetnonS• 0 � F.k� ��: �� FEOIa 3.) W GE�M PROSAC MUM SU tx1WPAtblW AAML SIS ON SNP a OF 8 w W.. —�`..• -,..� 4.) .AKHOR UVAW SPACVV: MOO* �EI"J � % G4 T 1pNS, 3/1 TEM ED LASS I) SWTEE VOWWO A7 All WS TAL1AWv9 L/ AtUh/hVU44 FIXED WINDOW A.) At - f .,,lCWYS 1'O Of SSW WEI WO iio6a L Clw k x) 4MRV4C r(sl WWI- M -2)6; almv "le a7o R[* olai i,o ier rug " � naaxtL w,� rarowR Ht» IW -7O► NTS ,jw 9 4231 ,... 1 1, \ 1 _ _s ....... _ _ _ TRAPEZOID 74 x 37" 60" x 120" Moximum Area } 7,83 sq. /f. 5 uaRTE �� ? 7 �..____..�.'�...,_51c. —. Maxim;mt 7,reo 4_�. sq. If. 58 x 68" moximvm Area 2522 sq. P. 1 1 1 i P� C Tf4/'- 60" x 12U" �Y r � A (�11 »M�ee,soa,e►,mo.ln+wll NQKiMr►T AFC► 5;7.L?1� fiG. U �r . Arox rrmum Area 20.71 sq. It. 120" x 60" i Moximum Area 39.27 sq li. E A TIC►NS 1fi TEMPERED G SS ___s 3 ._. -L- .- . �._ _ .... _ _ ALVMIN(JAM FIXED WINDOW NOt�- IMP r WlNQCC C lVLYT. Norm Moll U. as I�aen, clmr i �a , s""•�'� wE��rft� ,wl„u,s n iva n �► -�u► I ..TS 4e1 $ 423t C i Il OD u i NOW ovx /" °S/i6' kX r101 /4aG7bY — — - ._...— am Vi c , ttcr AO. 74pewl (C'S" 1HCV) ez %.`,.�i.`i ,,,,r,�..�. .....,. -+-tom .,�i'• SET SWEP r RVI 4 �� _a E A.ALTEB.MI VS �ii2�S7 i3>Q i _ a our NOTES: f.M4MMW OVtl4'itLL 9WNS0JWc; ANC APPUCAKE TO r', SCCTIONLD W .SHAPES. a /16 i� T& NM 40 m ANCHCRACE A7"S AME ,4PPtJC40LLr TO A!! SHAPES SHOWN ON SKM f MRWON 4 aF 8. r �=C 2. REFERENCE TEST REFORTS: M-•2764 M -2,W, M -2797 6 FA-1816 a 4 j/ '1f' )a 00. TAVM OF 31!r fbU )a WON ( {`dN+4K Rcav; owcpnaMSMr�i^ie ti 1 � wuair un t auiran mw .r fftDRAwry ..___.._._..,. s & MrX&RAGE V IEWS Far AL UMINUM FIXED WINDOW A rrvs><i LW &! -&M. t ,6. Alt MA r>:etftra r. +r< — To.. 4inishno ' loom n Mys""� r� a n m PW-fGr NT$ 5•r 8 423 r C -- -_ ------------ B ILL OF M ATERIAL --_- -- MK. PARt j f &=RIPT" VENL101t �Ena ' 1 612242 MME H 31LI & JAMB 606.; -15 AF -• 1224 500- 2 65 V -CHM N E I O KAO 6061 -T5 Af- 533402 J 78,34. 8 x 314 PM. F4L ,lWS � — _ _ S PCNM R OR w i• -•••• 4 625900625010 SILICON BACK MOOM I J6 n— 688 5 614!2![ aOSM C #T /DR 3/16 CUSS fAFf tPa"TS A It On — _1 6 62OV1500 C=ro am raw mer F 7116 4YASS W til°FCti1G M Of FL W ^' �, 7 O SM55W SCAM S EALER scwrt' /MOmww or? - SAt5K0/ FANN .'IIr+G BEAD 8 �.� x/ t &WERED CLASS mo XQAW G LASS OR = 9 SE NOTE 7 116 0M 1 ( 1 874!V090/.18 7HS) 1+11Pl.E OtA av CLASS OR - 1D i'P'WSW 16 x 7, FL. P T S -AVE'R OR . It S MOTE 7/15 LAM (. r W1. l T ?A) VAM M) (XAS O R Hor f E 4 & 1 1 USES DUPONT 9UTAOTE PM NMERLAYER — — ,� ---_� 1.500--- r} --INMY � �r..— ....,�.i84_... wpVoow Moi7~1 1 7LP TO r1p" - 3.00" r WNU044 HfICM *w TU 'PP` - 3.00" EW - 7 01 "PA EYE rorvA rK. a3 r Arp11A�N i fifl, , EXTRUSION PROFILES' & B4O.M _— Y "I At UIo1MM FIXED WINDOW REFf'RENGE TEST I?EMiRIS: M-2763. M -P80, F71-,2791 k U16 R t 061k. RE Boa i bm M �a rbon 1DOMIfA6r as les a �u1 Pry -•7o+ JNrS 8 4231 C I � Jj 16' rW1WAWt .r—•a/ti' �M1Yidf9 �r �/r6' rrtM .tip --.t40 PMIAWR _�/f6' 1rMFtNfO SIREWWYICM[4 _ 3, WAI �" SIAtMC1?RYn!D�,, ._ GLASS � r 1 0LN)S / / o- 1. q \ ' \ J J J 1 A -TAU ,1r11=n�ouooA►tivw AYE f1L G"L.,AZLG 0E TAIL wvtri.Wiii. 7/r8" Z4M(NATCD G LASS 3,�1G" 1'E7�tPL.�fO CtAS:i ' a M M V ,1 4 twa J ypQ YNlytA a (]Y OILYL.h l .7 t A� ; �/ t � j A4 azrr � L 'J v t c �` [ � c V c j ►ftraE y f� a 1 Aul rcei (. L1ttik,pB. l W fAC D II NI)OW_ FfP(Wtt4Cf TEST' r?EPaR14: i'FL -2JGj M -;7V k rats PE6m►a -- ---._. _._ lo*. ft limp" r , 1''ti srou ton NSIAr�� ra A I H� PA'�10t 4 IY`S J�/ 131 4231 ._... �..... ..— ..._�._.— .._.��....._.__._.. _�._.,.r_..�.�..._�.�.. -.. to ►+oll IID�E� a. a.) Megotim Design toads used on Comporefive Anoiysis and Glass Table A5TU VJ00. 2.) Positive Dtsiv Looas booed on Compamriae AWysis and Woter Test 'pressure. J.) Numbers ar'e for 1;2 screws or 3/16' Topcons. 4.) Anchor :nouimum spacing. 17' `' Nesofi�e Dasi{rn � :.ovJs w n Ha' Gs 1 ti �i. 9. !i!. r g0,00tJ oil r 1 r it 1 5 0o r s.ot: ! 122,00 1 112.69 v i 1 135.00 135,00 135.00 13 J5 00 L od We ss to r ' y 1 l f 3� 77.40 53,00 .9 ft,v t OCsigrt loads WAdow Me' hi's 1 .. i3� 3 IKi�dow .1d OaD 27.U00 1 t`f X00 f t�00 I T A 1 r ! 1 fOtl. 6. i io3,So 1 J I Y r nw�otAO�6osarwC�t►c t Rm ramtr►aa l(Y M O1111tdp1 i f oeotco>awrcc 1 A40M1NQIp,(� .6t _ ... CO PA RAT7VE ANALYSIS NON-IMPACT ALUMINUM FIXED WINDOW Aa1wt 1.. PE. REfrRCaLT IFST RETORTS; M M - 1780 2416 tE!!lg119 ro>w Nosixotr ss ✓"'�'' �" aw w Mo. s" s troa►uM +n.W n AW racer t�`n >N »r PIl' -7�Df I�iTS 4231 G I �•- ..y., '+.�rs..wy.�....r -.r �.t+- r- .�r.+w.. .ter J.) i'egvl vE Design Loads eased on CogWarotim firotysis env GIG.- Towe ASTM !:1.$00. 2.) Fosifive t?esiQl goods lased on Comporntive Analysis and Woter Test Pressure. 3.) lumbers ore fay 10 screws or 3116' Tcpcons. 4.) Anchor riamirourn spacing, 15" Ne40live Design Loads Window Window Widths ` Lis Ls -- 26.000 1 2 4. 2�`6.500 37.000 4 doo 51 6C.0a7a _ 74.000 {! f 2' .36 45.10 8t.� 7 .60 . ?0 53.60 4 ,4G 42.20 J7.OL10 115.!0 8370 7 .40 44,00 4 .00 _� 37,OC 2 9 i Positive Design Loods Ivindow :'� 'Nndow Widths ' Heig hts i 0. f S 24.000 28.500 -37.600 48.000 53. f 25 60.000 74.000 26.000 1 $0.00 95.'0 81 ro 78.60 5 � 60 48.4 42.20 .7.000 - ' 100.0!? 83.70 77. x0��40.U0 _ 40.!18 37.0t 28.90 wraaloAl CQYPlAN4Mi11 ne sOYM t �r ORC7t y�If1R0�aNRCM MOM C4ftftVVWVU O U COMPARATIVE ANALYSIj, N OIV— IMPACT 3; '1da A ° b p e ALt✓'MINLM FIXED WINDOW OmIl RCFERENCF, TCST FT_ -2748, 2756, 2758 +w ro�v RCMHO<xr ar:t ro. dv� is" . _ _ _ _ . . _ ._ _ _ ._ ... �, r oRpn� n s� ► aRarnt . � a� »� F - sOUO N TS 9 ' 2.1-_._.. 5 _ L 8 MtAMiDAl3E MIAMI -DADE COUNTY. FLORIDA ,.., I (vt1rTR0- 13AD1r FLAGLER sL BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUTM 1603 MIAMI. FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 PGT Industries CONTRACTOR LICENSING SECTION 1070 Technology Drive (305)375 -2327 FAX(305)375 -2359 Nokomis ,FL 34275 CONTRACTOR ENFORCEMENT Dtv[SION (305) 375 -1966 FAX (305) 37$-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 You a tication for Notice of Acce tance OA o f: ' -7 1 Aluminum Sin le Hun Window Im act Resistan - 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- 0629.08 EXPIRES: 11/01/2006 Raut xoangucz Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEEO 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. RECEIV Jrancisco 1. Quintana, R.A. Director i ty APPROVED: 11/01/2001 di ° ' C otnpliancc Officc cli A s py • 1Lc045000I1pc200011temphte %1nodce accepvnce corer page.doc t Vinyl Tech/Prozressive Glass Technology ACCEPTANCE No.: 01- 0629.08 APPROVED November 01.2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises & renews` Notice of Acceptance No. 98- 0223.01, which was issued on October 22., 1998. It approves an aluminum single hung window, as 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 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 The Series SH -701 Aluminum Single Hung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18-98 and last revised on 10 -11 -2001, signed and seated by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product 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. l 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 property evaluate the installation of this system. 1 l -__ L kr,,,cl Ishaq 1. Chanda, P.E., Product Control Examiner Product Control Division Vinvi Tech/Proeressive Glass Tech nology ACCEPTANCE No.: 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (9) 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 scaled 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 none 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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall because for termination and removal of Acceptance. 9, This Noticc of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Ishaq 1. Chanda, P.E., Product Control Examiner Product Control Division . !rEM utsctclrllvly v.1,. hF t1, / LOCATION - . YtryVVn rGtrLVn • -- 53.125 _ 1 FLANGED FRAME HEAD Alum. 6063 -T5 612225 1 ALUMAX AF 1 25 • AIiAJI ' 2. t7ANtrED f.RAME SILL Alum: 6063 -T5 612226 i - ALUdafAX AF-� -122 -6 3 I ANG£D FRAME JAMB Alum.. 6063 -T5 612227 2 ALUMAX AF 12227 4' : NC RAIL Alum. '6063 -r AF-122 8 D ME£Tl 5 6 1 2 2 UMAX 2 FvrE z 8 1 AL s SASH TOP RA►L ar um. 606.3 612229 1 AE U MAx AF- - 12229 SASH BOTTOM. RAIL Alum.. 6063 -T5 -61,2230 1 ALUAIhAX AF- -12230 ?' S4SH SIDE RAIL Alum, 6063 -T5 512231 2 ALUMAX AF 12231 a GLAZING BEAD Alum: 6063 -•-T5 . 6534571 8- ALUMAX AF- 534571 WEATHERSTRIP - VINYL BULB 6TP247K 8 0 v Clazin Bead T&W PLASTICS • TP -247 10- SILICON 62899C - DOW CORNING ' 899 . 11 5 16 .350 W SAFLEX BY' SOLUT14 JUM?LAYER 2 H.P G. 12. 5 •16 . .350 W DUPONT P148 INTF.RLAYER 2 H.P.G. 1 3' 6 x '.750 PHIL PN. HD. 7656PFM 2 to attach Balances to Jambs AQUA FASTENERS 1.4 SWEEP LATCH 1(11.5 from end df - vent top. rail MINIATURE DIE CASTING PGT:214.XX 26f width- is. >= 42" O' �5 18 x .625 PHIL FLT. • HD. 7858WW 2 Sweep Latch• sffci s MERCHANTS FASTENER 4 iYhen• ijsfno 2 Sween Latches)" 16 W►NOLOAD ADAPTER Alum. 6063 -T5 612236: 2 frame ambs 30 rom bat. ALUMAX AF -12236 J7 • 8x'..375 PHIL P.H. TEK• 78X38P.PT 4 Windload Ada' ter Screws MERCHANTS FASTENER 18' WEArI•IERSTRIP - VINYL. BUL$ SASH 67P249K 1 at Vent Bottom Roil TEAM` PLASTICS . TP - 249 1.9 .SASH TbP GUID 2 t er each balance A ASTER TOOL 20 SCREEN 1 VINYL TECH. PGT 2'1 BALANCE COVER 2 t per each balance WYBORG 5FA 22 BALANCE 2 0'V each frame lamb) CALOWELL 23 . WEATHERSTRIP - PIL •FlNSEAL 61062W 3 ® vent lambs & vent to rag SCHLEGEL CORP. FS7B26 -1 B7 24 . SASH FACE GUIDE 71087 2 I- vent iamb. 2.5 t. • • from bo NYL TECH. PGT 76.000 8.000 25 T6 _ x .500 PHIL. FLT. HD. 76X12FPAW sash face aide screws SCHERER IND. PROD. MAX. 2 6 SASH STOP -Alum. 6063 -T5 612244 2 t� to of each frame "omb' ALUMAX 12244 2 7 27 8 x 1.000. PHIL P.H. SMS - 78X 1 PPA 4. Frame & Vent Ass ..screws MERCHANTS FASTENER 28 SEAM SEALER 6SM53W SCHNEE MORI }fEAD ° SM5504 29 WINDLOAD• ADAPTER PLASTIC 61207 .2 O frome iambs 30 from hot. PROTOTYPE WC996 -1207 VENT SIZE: 50 112'x 38 114" X - DESIGN PRESSURE RATING (P.S.F.) 13 1/8 CENTER 5116 LAMINATED 5116 LAMINATED W1 ANNEALED GLASS W/ HEAT STRENGTHENED GLASS WATER INFILTRATION WATER INFILTRATION WATER INFILTRATION WATER INFILTRATION ! REQUIRED NOT REQUIRED REQUIRED NOT REQUIRED 6" -50.0 +50.0 -50.0 +50.0 -80.0 +66.7 -80.0 +80.0 5 3/4" 13.000 --� ELEVATION PRODUCT REN'EWE'D _ U4X ON CEMER 1rn HW & slit .0c1:i~rmCf.No. of -r�6 LARGE MISSLE IMPACT WINDOWS ztaaDA-rt gv 1.) GLAZING. OPTIONS: A 5116" (.350) LAMINATED GLASS Revsd By. Dote. Revisions. f9VISIOU (1/8" annealed /.090 film /1/8" annealed) F. K. ` 10/ 11/0 1 TS, TABLE EXTR. B.' 5/16" (350) LAMINATED GLASS Revsd ey Date: Revisions: i (1/8" heat strengthened /.090 film /1/8" heat strengthened) D.Q 8118198 2. CONFIGURATIONS. OX 3.) DESIGN PRESSURE RATING: SEE TABLE INDUSTRIES Dr a D.B. r 2 9 98 4,) ANCHORS: /µ- -~-- Description: MAX. 5 . 31 4 - FROM EACH CORNER (HEAD & SILL) Ile i MAX. 6" FROM EACH CORNER (�i ELEVATION & PARTS LIST MAX. 'SPACING AT HEAD & SILL: 13.000 rile. - MAX. SPACING AT JAMBS: 13.125 1070 TECHNOLOGY DRIVE 5.) SHUTTER REQUIREMENT: NOKOMIS. FL 34275 ALUMINUM SINGLE HUNG WINDOW Robert L. Clark, P.E. NO SHUTTERS REQUIRED 6. REFERENCE TEST REPORT: FTL -1889 PE #39712 P.O. 80X 1529 Series /1.�odeF. Score: Sheet Drawing No Rev: Structural NOKOMIS FL 34274 SH -701 NTS 1 of 4 4040 + 2.784 53.125 ROUGH 1 p OPENING 49.625 DAYLIGHT OPENING .500 1- 12.3 7 3 EXTERIOR .737 ® 1 • ` - 2 INACTIVE ROUGH 2.710 OPENING — � --- -- — __- - - - - -- -- — — - --- -- — � ROUGH # - - — — — — — — OPENING 11 12 34.500 9 DAYLIGHT 16 OPENING 13 17 1 • . INTERIOR 4 15 4 }9 . 48.250 DAYLIGHT OPENING 4 s HORIZONTAL SECTION . 76.000 _ 1 1 1 12 34.500 DAYLIGHT ACTIVE OPENING' 6 ROrDUCT RFnWW - p Y A .PTM rile. Q —D/ 2.330 VERTICAL SECTION mcp mAnoN DATE Revsd 8p: Dote: Revisions: 1 •.L <i J F. K. 10/11/0 t T8 TABLE, EXTR. t Revsd ems.- Dot • Revisions: BUTZ�RIfl �� D.E. 818/98 Drown Date: 2 � - .655 INTERIO INDUSTRIES D.B. 2 9 98 EXTERIOR Ro cH 18 /�%G Des OPEV SECTIONS . 2.784 LG rifle: 10 70 TECHNOLOCr DR IVE NOKOMIS. FL 342 ALUMINUM SINCLE HUNG WINDOW REFERENCE TEST REPORT: FTL -1889 Robert L. Clark. RE. SerieslUadeh Scale: Sheet: Orawinq No. Rev: #39712 397t2 P.D. aox 1529 IrUC[Ur1t NOKOMfS. FL 34275 SH - 701 NTS .2 of 4 PE 4040 .8 _ 1.523. . — 1. 023 _ 2.784 " 112 " NOM. .062 .062 GLASS BITE A. • 2330 .062 .737 2.710 ® i .705 8 O ALUM. 60b —T5 :655 " 9 --- 2.784 --� 1.173 �-- ,2 ALUM. 6063 =T5 ,3 ALUM. 6063 =T5 1/8" ANNEALED OR HEAT STRENTHENED _ GLASS .090 INTERLAYER '/'6" ANNEALED OR SAFLEX BY SOLUTIA OR HEAT STRENGTHENED 1.187 �-- 2.325 DUPONT PIIB GLASS 2.274 --� 2.o2s os2� 521 6" LAMINATED . .062 1.969 1.403 1 062 GLAZING • DETAILS .` 1.187 � - { - f`r • ®ALUM. 6063 —T5 - 1.350 - ALUM. 6063 —T5 ALUM. 6063 —T5 \.J 1.451 1.165 .490 V057 .062 PRODUCT R�:��'�D .062-- LCEn �Dce tai, 1.348 ALUM. 6063 -T5 G( 678 - �Uratra�tr•aA�'t .050 Revsd 8 Y Date: Revisions: .4-I3 F.K. 10/11/0 f TB, TABLE, EXTR. ��tgtt Revsd Dote• 18/ BtJiLO = �CODEC� • � B. 8 D. 98 Revisions: - O ALUM. 6063 —T5 Drown B Date: �$ ALUM. 6063 —T5 " IN D.B. 2 9 98 Oeseripra EXTRUSIONS & GLAZING OPTIONS / T ue. 1070 TECHNOLOGY ORNE P.E. N FL 34275 ALUMINUM SINGLE HUN_ G WINDOW RobenLClark, REFERENCE TEST REPORT: FTL -1889 PE 139712 P .O. BOX 1529 Series/Model: Sca/e: m eet: Growing No. Rev; Structural NOKOMIS. FL 34274 SH -701 N 1 .1 3 Of 4 4040 B , e 1.250 1.250 2 x WOOD BUCK r 4 o• i x •WOOD ' • - �. 2. x' WOOD - ° - 1.250 A' BUCK ° . - BUCK 114" TAPCON '' ' . 112 PANHEAD ; a ` 1.250 - ' ' - •.250 —' . •.25� � - • a - - . • .. - MNL MAX d r' a 114 w TAPCON- 0 112 PANHEAD ,250 250 . t MAX, 1 D '. . MAX. JAJWB TYP. Ja�re - TYP. HEAD � - . TYP. HEAQ - M. ' 1 /4 " TAPCON 112 PANHEAD j 250 250 !►sax. s ° 1.500 . •�•'•° • • - . • 1.500 a o a 4X.1:'Ci*Am 4 DATE 4' a 2 x WOOD �° ° BUCK Revsd sr Dote Revisions: PY t SSG N om` TYR SIL d ° • F.K. l0 /11 /0 TB, TABLE, EXTR. Dh ° a Revsd Date• Revisions: 6.JRD a - r D.H. 8/18/98 ,rid �wmc�►mNm" '.e • ! Drawn, t3y: Dote: INDUSTRIES.' D.B. 1 219198 Description: TYP. S ILL - ANCHORAGE rulr 1070 TMINOLOCY DRW NOKOMiS, FL 34275 ALUMINUM SINGLE HUNG WINDOW REFERENCE TEST REPORT: FTL -1889 - Robert Clark, P.O. 90X 1529 • - S cor ow,n L. Is. R eV . 8 PE #39712 NOKOMIS FL 34274 SH -701 I N d 4 of 4 4040 bHtKII)AN LUMBER PANE 01 6t1AMt -OADE COUNTY. FLORIDA 143a 16 ia131t DINt; to is !<'4lM 1!`t.t =tNC:tt 00 FFKr 140 %Vr-W F 1.AG1.rsR .%TRFFr. atrrrt. MCI) MIAMi.V1.0iEii 33 1 30 -1 563 PRODUQT COINTROI, IYOTICIv OF ACCIuI"' "�►1�i F t3 " ;s3 �►: rAy -mmi s -mot PCT Industries rnKrie.A(-rm r.st.`t�xr: are.-i etx� 1070 Technology Di hive 131 5WS 2,527 i M% €"S) 37 -_ss9 Nokomis .FL 34275 Cm. rrrtACM ►,"tVF0itCi:a1gx'r DIV12SI xr (303) 375 -2%6 VAX (M).175-29M M MOIXCT COMM. 01" (M) 375-2902 FAX t3851372 -61" Your application for notice of Acceptance (NOA) of Series PW - 701 Alurninum Fixed Window - Non4mpact & Intact ,ReAstant under Chapter 3 of the. Code of Miami -Dam County governing the use of Alternate Materials and TyM of Construction, and completely described herein. has been recommended l`or accewunce by the Mianti-Dade- County Building Cow Compliance Office (OCCO) under the conditions speciffied herein. This KOA shalt not be valid after the expiration date stated Wow. BCCO MServes the right to securc this product or material at airy time from a jobsite of manufacturces plant for quality control tesdng. If phis product or material fails to perform in the approved manner, OCCO may revoke, moofify, or suspend the use of such product or material immediately. DCCO reserves the right to =vvke this appr€avat. if it is determined by BCCO that this product or msteriai fails to meet the requirements o the South Florid Building Code. The expense of such. testing will be incurred by the manufacturer. ACC£PTANCF. NO.: 01 -ii_%i EXPMES: QW13f2 S €taut Rodrigum Chief Prad"Cl Canteat Division TILTS IS TBF COVERSHEET, SEE A00ffI0NAt, PACP FOR SPECIFIC AND GEENF,RAL CON DITIC3l`ES BUILDING CODE & PRODUCT REVIEW COMri113'I'FE This application for Product Approval has been rcvie%ved by the €)CC0 and approval by the Building Code oral Product Revimv Committee to be used in Miami -Dade Courtly, i'torida under the conditions sct forth above. C"r�r cisco 3. Quintmut. R Director N iarni -03dc County AP PROVED. 3/ 1 V Building Code Compliance Ofr#cc 1 11045 o r1pc2000kUempbtes1 n Doe aca" c covw ix (nternct mail address: Ipwimastcr@huildingeadconfinc.com Homeragc: niip: Jlwww.buiidingcodtzon;irtc.ca.0 - - - - - - - ' - • -- �� . � -� v.. JI 1Gf517JNi Y t_t.N•uxr5 rAl7t. dG V CT finz Worie's . . ACCEPTANCE 11p.: 4t- 4102.41 APPROVE SEP 13 M01 EXPIRES: SEP 1 3 - 2u"06 NOTICE Q AC E3'TAKCE- se C 1`'IC cony 3.tTIONS I. SCOPE 1.1 This approves an aluminum fixed window, as described in Section 2 of this Notice of Acccgtancc, designed to comply with the Souili Florida Suilding Code ( SFt3C), 1994 Etlitioa 1`or l'•tliarni t'lacle County. for the locations where file pmssuite requirements, as determined by SF13C Cluipter 23, do not cxceW tits Dcsig ;Pressure Rating values indicated in the approved drawings.. 2. PRODUCT DESCRIPTION 2 -1 Thc.Series P%V -701 Aluminum Fixed Window — Non Impact anal Large Mi WIc Impact Reist9nt and its crctnwnents shall be cuitracte4 in strict t OMpli;a:ice with llx following doautine°i& E rauririg No 4231, Sheets t through 8 of 8. ti lted •'PW - 701 Aluminuat F'i=4 Window. dated V13/0) prepared by m.- mufacturcr, signed and sealed by Robert L. Clark, P.M. beating the ivIiami- C3acic County i'rorfiict Controi approval stamp with dw Notice of Acceptancc number and approval date by the Wami -Dade County Prodtici Control Division. These documents 511341 hereinafter be referred to as the approved dra 3. LIMITATIONS t 3.1 This hppt applies to sinbic unit applications only, as s -flown in aplsioved drawings. 3.2 Non - impact F2esistant windows, ror Design Pressure Racing vs. Yt Size:. sec Com parative Analysis T.l`olcs in Shuct O of $ orapprt'ivcd drawing.. 3-3 impact Resistant window see Du- sign Pr Rating in Sheet i of S i3rapixaved d". wings 4. 11"fSTALLATION 4.1 The aluminum 1pxcd s an ow and its components shall be installcd in strict compliance with the approved drawings. 4.2 Hurrican tysteiti (shutte:rs }: to dote nninc wllt thet the installation rcquiics 2 husrica e protection ystcril or not, see i corresponding table in approv ed droving. 5. LABEL 5.1 Each unit shall bear a permanent label with ttic manta4"ac.turc - r 1 s . n ime or logo, city, state alul roitowing sutcine:nt: "Mianii -Dade. County Product Control Approved ". 6. BUILDING PERMIT REQUI REMEN - 175 6.1 Application ror building permit shalt be 3ccompattied - lay eopic!t�e}C Coltowing: - 6.1 -1 This Notice: of Acccptancc: 6.1.2 Du plicate copics of the apfrovc' d drawirrs, as identified in Section 2 of this Notice of Acceptance. clearly nmrk -cd to show the Components selected for the proposed installation. 6.1.3 Any other documetas required by diet 1 uirding official or ttsc South Florict<t Building Code (SF13C) in order to properly evaluate the installation orthis system. Manuel Vercz, P.E- Product Control mia:er . Product !n sp6l Division 2 .r PGT istdostri; s ACCEPTANCE No.: 01- 0102.01 APPROVED: 5EP 1 3 2W NOTIC OF AC PTANC : sr� '� iC O NDI T 1 EP 13 2M i. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documenK are no older than eight (9) years. 2. Any and alt approved products shall be permanent labeicd with the manufacturer's na city, state. and the following stalcmenk "Miami -Dada County Product Control Approval ", or as speciP�cally Mated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if' a. There has beet a cliange ire the South Florida Building Code aflwing tdm evaluation of this product and the product is not in compliance with the come changes; b. The pnAuct is no longer the same product (identical) as :he one originally approved. C. ff the Acceptance holder has not complied with all the requiremeoits of this accclitance, including the correct installation of the product; d. The engineer, who originally prepared. signer/ and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the m3ter'sals. 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 s revision application with. appropriate ree) and granted by this ofhcc. 5. Any of the following shail also be grounds for removal of this Acceptance: a. tltisfactory performance of this product or process; b. Mistral, of this Acceptance as an endorsement of any product, for sales, advertising or any othu rucpoSe_ 6. The Notice of Acceptance number preceded by the words Dade County. Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion of 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 appltcs, shall be provided to the user by the manufacturer or its distributors and sdiall be available for inspection at the job site at all times. The engineer does not need to rescai the copies. S. Failure to ec=pd with any section of this Acceptance shall be cause for termination and remo of Acceptance. 9_ This Acceptance contains pages 1. 2. and this last page 3. END OF `l`1 41S ACCEPTANCE Manucl Ycrcz, P. E., Product onM iner Pooduc rot Division 3 co N CD CD I N W C4 Go N LD e 1 , � co CD 4 �f t 60" OE7'WtEN FLATS - t I � 1 doxirraum Area 21.65 sq. 0. FUL Q R £ 060" u Maximum Area 19.64 sq. ft, /0 c :77 - - -- - - - - - 48" X 96 " o�c FAN CAL Maximum Area ,30.8 sq, 0'_ rr 96" X 47" 96" X 47" Maximum Area 74.47 sq. /t. Maximum Area 24.61 sq. 1t. w.paovrruAe c+�4rru!'+arba. iF4t sao am -AAR ILE IMPACT MD-0 J-) 61. WC 7116' L4WNA CD WIVMRIATEat OW WT SUCACNr PV8 1NO YtYRatq t M.oNO X0001 mglr�uKss o�Mik a.) GaNifGYJItATi0N3: 0 _ _ + �= J) O"AW PRESSURE WlNP ►0 PSF tr - 40,0 PSP (J/16' MERT STRCTN1NfIJ�.OSO /3 /fb" NFAr S1+ZflvfMIEHED lAkf) F/ XiFt1FL1E1�M +JQD PSf & -JG.O PSF (3,f)S" 4NAVEC /r6" ar eO) 4".w — T 4.) Aa�rcancR uw+�►nwu sPncnre rzoOO• ' Et S. 7 46 tAMINATE�D GLASS _ S.) NO SHtRT$RS REQtJfREO �0 2)I�t rx - -� — L... -�.._� ` _ . ° �acuMlNUM FIX: cc rnlr�Qw d) Act FRAME JOf TO BE SEW sMEt11FO k�sean �ark�P.� wxwut rsu4 aro:aoTw,� " r+,r m p6lS9i1R ID�V cob r..0.1ofvf 1 ' 7.) RE'FERL14" JFST REPORT' Fn- ?797 Slwstipa! +wt taa avae� A>aaiN PW 1 I +r 42 3@ m CD N CD N CD m W I t co m N N t 41 i u I t I - -- TRAeLZ'O1D EY MRQAW __- -- _--- Q�+) .96" x 48" ._,.�, D R CL 48" x 0.2 Maximum Area S124 sq. ft. QUAR f , 1Noximum Area 3fJ.2t3 sq. ft. 68" k 68 Maximum Area 25.22 sq. it. - ' cn I . I I r�i ry I 1 I • 1 i H Z r R N 46" x 96" OCT AG ON - Noxim r Area 3,2.00 sq ft. uvaov�n+soalrt�axrave�r tern 60 60 Mcxirnur» Area 20.7 a sq. It, - -- =- -rte' -= - - - - o 3OK — aa�oalotocEaa a+a� dA CIRC(.F 9t; ° x 48" Maximum Arev 25.0 sq, ft. ELEVATIONS ;Z t6 L4M GLASS MAZ ' _ ALUMINUM FIXED WINDOW LA. ROE i A WINQ(�W$ Q. R'Q L.CHrk.R6, tam rRx*v�oGrarb+d ra am ,,,. R.uy+ear a a ti Cr P1Eaa9a1� aa+tOw>a. n lure a�acna +► H PW - ror f�T ?« 8 ?J t C CS a n a CS CS U CS r; A N v LC a t A d 1 1 60" BETWEE FLArS Maximum Area 21.65 sq. ft. FULL CdR �C E 060" I , Maximum Area 19.64 sq. It. rr A J z JCL SEE' 5HT. 7 r - - =-- — - - -r __.�_ -- - 60 x 120 IP TTI LA +�aximurn Area 4732 sir. ft. rr X FAN 120' x 48" 120 " x 55" Maximum Area 31.46 sq. It. Maximum Area 85.20 sq, (t. nsre4oaHRYV�awnd tMe aou� 11Y 0.9M80�. �tQN J UEA CT WVIN Qt �.) cNan+ra: .Wrs ►aaPCRro �,.�. 1 .) COryJibt7RAN7f7NS: b ll � F.X. "d/13/0� REO�Aii�V 3. ) FOR AESIACJQ PorsSWRE JAIAW SM atl1~IAt NMALYSNS ON SNN: d Of 0 4.) ,,JMNM I WLVM SPACWO: r ON' �M'" ELEVATtC 3116 TEMPERED GLAS- T 11 sNr►lt S .VEQUY ra AT ALL .WS TALtAMW �iAv°� ALUM1NtJ FIXED W _ d.) AU MWE y � ws to or Sw WELMO 3W nL Clwk,P.L —.— r. Ref6ROVC rESP NPONts. M -296-4 ?,78c1 Nis PE r�Yi1S lo7n �rnavgr pasi rq ror �fto a nw/uvo�a � m I 9uolllw. ra n+rrs �aroruus n xs�+ PNY -7qt PS 3w 9 4 2. 1 1 N C j I 1 � I 1 ��/��Qpp oil ' - - - TRAPEZOID W 74 x 37 JU�4RTER CIRCt f 60'1 x 120" Woximum Area 17,83 sq. ft. Max+rnorn Aeeo 4.3.75 sq. ft. 68" x 68" Maximvrn Area 25.22 sq. ft. _ — - -- - - -- -; - _ A r a � 1 1 I 1 REC L"ANG4 E 1 t( /�y� r L + A►IYI', nsoouv►vnllaMnlMc �� A/n_>{i►Yt►nt't Armor $() se. ft. kith 60'' x 60 Maximum Area 20.77 sq. It. HAL CIRCLE - - - -- - - - -- o°vipax r 120 x 60 " im �K. ,�� 1 $fD�R WM Maximum Amo 39.27 sq. 11. '" °^emu°'° r„ �CFVATlC7N� jZ1 ERED 1GLASS > X94 �4LVM1NU FIXED WINDOW JV i' ► rnas� ° n'H aw - �a► NI�a q. 8 4231 C C._ , r— s/rtr• rot NA aa�ar an 3/1e' rur ray. ram K''sn+ar nratol 1 -A/ " uat ouw t /�^ ftw sAoa > tc : J�z t?7Mt HFi1p '•,� y E. —.ep.1 GCASS eRE • ;.'� t sa 9lMRd5 f o d s�+trn r+crcwrd �BL.£EB� x�sr�z�aTionr r wutm AR NOV. 4."MUR OVk�UI DWENWONS ARE APPIIOW TO SECTIOWD ARCH. SHA6'ES. s/14 /fa ►m mr�co c ANCHCRAC£ MET"S ARE APPUME TO A! t SHAPES SHOWN ON SHEETS I THROUCH 4 OF S. s e 2. RUCRENCE TEST WORTS: FTC•• -2763, FTl. - ,780, F L - 2787 E rt - 2816 �a) a/�e• xtx r�. r�ocax f OH .1/1 r Ana YAWN (Cuw Rrob7 ►s+�a. saa cawoi+n� mM � r /p' sxav unK. flX a� o�nr0±oeoa +,., f - /i' eR1L ib�rn r. iewtc.n.: r.K. SECTIO & ANCHORA WEWS pr rta< re. ALUMINUM RXED WINDOW wam T PE IIS4711 fp10 IfE8UCtAGY Oi�! �.o. e0xt s«ow . M is po.a0 !hr. 4lrunturol R .ant's n . 11 ». r'w -7or I�dTSr 8 42J 1 C i BILL OF MATERIAL MK. PART I DESCRb -TION VrIVO iR t 612242 0Tl"AME HrA Sift. & JAMB 6063 - T 5 AF- ^1224 500 2 6533402 U-CHANNEL OW WO SEA© i 6063 -75 Af- 535402 3 78J4 - tfS x 31 4 PN. PH S . SUS PEIWCER OR 4 621199CI42501C SILICON BA WOOING Y � raw /G.E. ON n S88 5 614 t2K CUM CEU MW TAPE f M 3ft6 GLASS Wf 9W"l5 W Ft OR x . 062 6- 628VI S I O CWSE'0 CEU fil N TAP MR 7 GZASS M SWL"rS ar n W? e PW 7�,1 U — C1- 1VJV 7 a SAIssW Sy SrAI sett Er /mORENE0 OR - SM5504 GL,41J� +ta BiQ I� 8 3/16 TEM.pERED CLASS TRlpt� 16+9M@NA QS O 9 SEE no Tl: 7116 LAW (187HS/.090/ 7870!.5) rmf MAI" Gass oa = to 7PWSW 16 x 718 FL. PH. TEK SPENCER OR - 0 it SCE 701E 711 L.A WI (.182A1.09 VA) Ti4Ar 1NW&O Gass OR Af07E• arm 9 & 0 t U5r5 DUPON RUTACO Pve 0NT£F71A4'm 1. 500 .062 KINVOW WlOtx '7tP TO TYP" - 3.00" WH " 2.784 : _ alntnow HEIGHT `rip TA vp* — 3.0w Q') PW- 701 EE M ME EXTRVsrory 4, L ai: 0 mom 10� 1 A/SONn): R Lw PROFILES & B.O.M ALUMIiNUM FIXED WINDOW REFERENCE TEST REI mrs. M -2763, ft -Y780. M- ?797 & ?876 RubcnL CAai1.i? mfifflwox sarr. ea: !Yr►vN +N �., t�+r3so�: + 00 0 f Pw -tror C D 1 1 -r� --.DOO trtELltiAYE'R ]/'Id` /JM4Altri�� of ]Jtld' but � �—,D40 Nrtf>?IAVER Stp[N I�NEA S /16. NtiNtD '� —31m 7tdFfAEO Fw 5 J ' S g or 19 li 1 n f CLASS GLASS tl,C 10 10 \ 1 ' s rZrC On� S rr. rC;ON ' � 3 7 DTkl - � W a tl 1 C r, r`I A 7lnrr; nx ` �b1J . �a�n.eonsc�l►.veox� 1 p , , CA ; 5 . ,. bflw�riiue:u:uuaiaWa�ri; 7Y,, /` 1 ING ,Ai 7/rs° LAMINATED GLASS 3,�r+ •' rF��wf z�a Cans tl o Fie. 4 �Ji3/Oi Rf(ARAi _ kwY+w: g LAZJ NV CgR RE I DE TAIL f � ll u l/l v E. - MINUM F°IX0 WIND PfrCtENCE TEST REPORTS: i?tw 2763, M -3780, M - 7797 dr 2816 sEo tlhoon rtuooYY>raara va • tlsto 4 "" wetlntar, rt J073 ►xr 9 n s am P�' —FOt � M 77•' a 4231 C i H 1.) Negative Design toads used on Comparative Analysis and Gkss Fable ASTM E1300. 2.) Positive Design Leads based an Compamrive Analysis and Wafer Fes! 'Pressure. 3.) Numbers ore for 112 S or 3/16" Topcons. J 4 .) Ancho morimum spacing: 72 -� Neg ative r esign L ou* Widow fl oW Wift Ne hbc ! 9, 24.000 8. 0 0 1 B 1. OD 20, OIX7 Z6. 1AQO_... r !3 .00 1 Jj5 t s.UO ! 00 1J .00 ap 7 1 S. A J35. Y 9U.6Q a.JO P 550 8U J U 1J f . 1 d 9� OU 58.00 arJ PosAW Oesign Lords Mmdow Window Of W i's 18.1 24. 2 . Ax! .000 E[La� 87. A9 1fT. p 120000 eRg PO , 9 10 7 .00 1 1 ! 1 r .OLI — Aa 1 t 0,00 t0 0. _ 6 fo sr. cr fo0, 1oAG f9a. p p �►a 6 1 on J l A'PI UAGAE OMM.I M WIN DR 1 IMAO r MAMA of iY 1 LOt11R!OM '.. � t OODECDNPt9�KR ACtJi•TM1CZp0��l I Rov MrA6,t I w ' x. ala !.� 0 t I RMO I pacpw,, r CtaMP Rr4Tf E ANALYSIS N0 1MP14C7 aO„ L. A -U M- 014 FIXED WINDOW RErlr CME TEST WORTS. 1.71. 276A M - .3780, it 29re re""13 rn7otE�CeatavpoAE Ps Ibn►aa eiM'�i0" e+w nt as in w. A.. S If+ICJUnd A41IGgAS, n to Hsov Jt x)ra PW -toe I NTS 1 8.1 8 4231 C i m 311 AA CL ASS Nam CD m W .% iNegolivt Oasign Loads nosed on Comparative Arelysis and Class Table ASTm E 1,300. CD 2.) Posilive Oesign toads based on Com,parotive Analysis and Woter Test Pressure. N 3.) Numbers ore for 110 screws or 3116' Topcons. uo 4.) Anchor maxitrum spacing: 15" A LO No9ohve Desig l.00 OD wind" Wi ndow Nidfha Ne' is 119.1 24. 0 fi• OQ 1 �4 7.000 45-000 SJ. f2a 6t�.000 74.000 26.000 t20. 95. i0 81.00 . t? 20 5J 60 48.40 42.20 37.000 135.70 7 .4C� 0.00 28 90 Pusivve Design Loads E00 Hel ow 'Window Widths hls 7 95 4.0 0 28.500 ,77.000 48.000 5 . t25 60.000 74,0100 0.0 1 OQ 00 95, 8 .00 78.60 5 4.0 SO 48. 9 00. , 70 77, 40 4 .0+0 40.00 40, 0l} 37.00.3 28.;J0 U) wvuaeoAS H MOTH aq yFY ar PA ACl grN9CN C W►iYpO c0D6dCAgi1ANC arm � ^ J.J. !1OrI4/f0 COMPARATIVE 6NALYSiS, NON— IMPACT 31,16A R° N "`L rV ALUM INUM FIXEO WWDOW PE OMI itEFt"RENCE TEST FrL.. 2756. 2758 su�ecu&u roN MWMA K4tfimL r W%r r A JOYS .@, ear i N. - -- x,� �vnarct of aerr� F — �40 NTS 3 �' 9 550 8 L s7 m N a ��• rr. rvVV VV. ii JJ- e J <VVVfY bHt.KIJ)AN LUMBER PAGE 01 .l� i MFAa+ c s ' '� g± M1 t-- TiAMt-OADE COUNTY, OKIDA EtL'IL DING CODE CONIk! AAA CE OFFICt; `••'•' � •• Ntt9 04)AN: FI- .tGLI-R titnlPIXG i 4 tvr..STr.i Aca.rit sTitFn i6w MIAM.11- 0att;,t 331304W _ PRODUCT QQK1RQL Pt-QT-ICE-QE ACC_ )MANGE (2mg eAy (tout 175-7"Pt PCT Industries (:nMMACT(M t.tt^t NSIN . HEM"xIV 1070 Technology Drive M$)375 VAca 1305) 375 -ISs11 Nokernis .FL 34 C&nVA(.M* ► WORCU11EX - r nnT;uxr t3Wt )35 -2%6 ra,.X f35t 175-2 PROIX TCtxn"'ntvWON (M) 373 -2362 rAX (3051371-6339 Your application for Notice of Acceptance (NOA) of: Series PW -701 Aluminum Fixed Window - Non- impact & Imp iwt ResistAnt under Chapter 8 of the- Code of Miami -Grade County governing the use of Alternate Netatc-r als and Tyixs of Construction, and completely described herein. has been recornrnttidcd l`oa acceptance by the Miatni-D County Building Coco Compliance Office (13CCO) under the conditions specified hercia. 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 manulaaurces plant for quality control testing;. tf #Iris product or material fails to perform in the approved manner, BCCO may revoke, modify. of suspend the use of such product or material immediately. OCCO 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. ACCEPTA14CE NO.: 01- 0162.01 EXPIRES: f39l33P1 Raul Rodrigum Ch ief Product Control Division TATS IS THE COVI' RI STI F T SEE A- 0VITIONAL PAGFS FOR S!FCiFIC AND GENFAA CCf1rF[t1VORS RUIL.DYNG CO UF & PRODUCT REVIF,W COMAtITTFE This application for Product Approval has been reviewed by the 3CC0 and approved by the Building Code and Product Review Committee to be used in Miami - Dade County, Florida under the conditions sca forth above. g W �_/ "_ Director Mimi -Dade County APPROVED 119113! till Building Code Compliance QEtice tko450W1Vc2000Vk&T brez„ovp P acmparmc cvvtr Frrternet mail address: pp wtmjmer@huildi ea .e 14 e"ge: nitp:Jiwww.buiidiagcouD tine."&" r ItICT Zftttius its ACCEPTANCE alp.. $t-flt02A1 APPROVE , . --SEP 13 2W EXPIRES: SEP 13 u"06 N0 1 110 tt LACCE"ANCE S3"EC MC Ct3MITIONS I. SCOPE 1.1 This apprt)ves an alutttiritint rxcc{ tivititdow, as dc:scrittc;ci in Section 2 or this Notice of Acccptancc, designed to comply with the South Florida Building Code (SFBC). 1994 Edition ror Miami- 3adc County. for t locations where the pre. %sure requirements, as dctermine d by SFIIC Chapter 23, do not exceed the Dcsigt Pressure hating values indicated in the approvcd drawings.. 2. PRODUCT DESCRIPTION 2 -1 T hc.Series P%V -701 Aluminum Fixed Windtiti — Kan- impact amd Large Missile Im pact Resistant and its components shall be constrit=# in Strict coMp9.1%nec wifh the fo llowing documcn& EiraMng No 4231. Sheets t through g cif 8, titled "PW -701 Aluminum Fixcc! Window. dated IA 3f u3; Prreparect by m:iiitrfictc�rrr. signed and soled by Robe 't 1.. Ctark. P.E -. bearing t�: • Miami lbacic County Pro&& Con on,irol approval stamp with th Notice of Acceptancc number and approval date by the Miami -made County Prodsici Control Division. These documents shall • hereinarlcr be rererrcd to as the approved drawiriss. 3. LIMITATIONS 3.1 This �ppto ril applies to single unit applications only, as shown its apps zved t#rasviass. 3.2 Non- Impact Resistant windows, for Design Pressure Rating 'vs- Window Size. sec Comparative Analysis T,jblcs in Sheet 8 orb or appiovcd dn. wungs. 3.3. Impact Resistant windows, Vic: Design Pressure Rating in Shcut I or orapproved dr wing$. 4. JIMSTALLA TION 4.1 The aduininum rixcd window anuj its -.om oncnts shall be instattcd i strict compliance with the approved drawings. 4. Hurricane protection systern (Shulle: `to detenninc wll£thcr s lit: installation rcquims a humicatte protcction system or not, sec corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label witls slic manufacturces n2= or lop, city, state and following slatcittoiit: "Mianti -Dadc County Product Control Approvcd ". 6. BUILDVIVAG PERMIT REQUIREMENTS 6.1 Application n r'or building pcmiit shall be accompanied by copidtofthe following: 6.1.1 This Noticc orAcccpta ncc 6.1.2 Niplicate copics -t relic appro -m drawttass, as Acttcirsed in Section 2 arthic Notice of Acceptance, clearly marked to show the components selected r'or the proposed installation. 6.1. Any other Ldoiri minis t cgkitrc d by t1w Ou ilding Official or the South i= locitLj 13ttil4 ing Code (SI713C) in order to properly cvaluatc the installation orth System. Ile Manuel Verez, P.E_ Product Control tinker. . Product cent l Division 2 PGT industries ACCEPTANCE too.: 61- 01O2.01 A PPR OVED, SEP 1 3 LQ�f N(yTt >✓ OF AC 1�TA1�CEs S'T�k "�41 �C ONn1 T1 I 3 2 6 1. Renewal of this Acceptance (approval) shall be considered alter a renewal application has been riled and the original submitted documentation, including test supporting data, engineering documents. are no older than eight (9) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, mW the following statement: "Miami -Dade County Product Control Approved ". or as speciPecally stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: 9. There has been a change in the South Florida Building Code of ecting the evatuation of this product and the product is not in compliancc with the code changes; b. The product is no longer the saline product (identical) as tk one originally approved. C. If the Acceptance holder has not complied with ail the rcquirements of this acccptancc, including the correct installation of the product; d. The engineer, ♦vho originally preprartd. signed and scaled the required documentation initially submitted, is no longer practicing the cngincersng profession. a. Any revision or change in the materials. !use, andlor manufacture of the ptotruct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (tlxrough the filing of revision application with appropriate fcc) and granted by this Ake. S. 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, far sales, advertising or any ether purpose_ 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety, 7. A copy of this Acceptance as well as approved drawings and other documcnis, -.41cre it applies, shall be provided to tlic user by the manuRwAurcr or its distributors and shall be available for inspection at the job site at ail times. The engineer does not need to rescai the copies. E. Failure to cc,mply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1. 2. and this List page 3. ENE? Op''t I S ACCEPTANCE Manua crcz, P. E., Product ontr iner Produe rol Division 3 CD co N m ' N m CD W ' W N _ A N An \\ .✓_:311' - T'`w, kD CD m ro r ro J I t - ----- -- --- lam( !'1�/�1 -` !rot ` y` _ ,�', � � ✓ , y 1 1 60" OETWt:EN FIATS Maximum Area 31. 65 sq. tt. FU OR _UF 060 n' Moximtar» Area 19.64 sq. ft, DEiA1L C z ARCH. SEE SHT, 7 ' r- -- - - -- - - - - - -- - - - � _ - 43" X 9£" FAN � Maximum Area ,30. ? 8 sq ft. L YETI AL 96" X 47" 96" X 47" Moximurn Area 24.47 sq. R. Moximum area 24.61 sq. ft. say 1ARGE MiSSrLE IMEACT wr NG10W 0 imm �=W%w _ �y_ �.) Cu2 1NC 7 114" wa rcQ w/iwr�wtarErf DU lT BuCACfIF Pve ri a wwm Z) cowickmaTva. 0 _ Am la It 1) OMN PRESSUK Rao UNP• kv Mwlav +600 PSF 8 — 80,0 PSf (J / +B" mar srRrr�rN�NPS�o�cPs /r6• ►rear S?MW 4tNCn Lolto REAAaea7v +a PSF k -J$.0 PSF (3116 avN- aErV1- OWl1r6• aa►WAZO) � , � d 9l/ 4j ,�NC)CR r rnu sPacmc: 12.000- / ELE'VATION 7f 16 O MI�NATED GLASS p 3. No 5HU1rfd'RS RFQtiG�O '/ '� • 4 1� .._. _._- _ (�( n ksDan 87 RR- �ALUMINUM FFIXED r r -EIQ _ _� 6.) AU FRAME JOft�T5 TO 8E SEW 'MFtAfO w+r4M ZN '�%, app Mrs • pelsai� lam cwtiz r.a eiur rt;ar R'(1"' � CS 7.) REFFitn Ce rESr REPDRri FTL -2797 sirort" erxaNa� goo" A Jim PkM -YQ! Nr$ _1 +rl 9 1 4 .23 t I M w N CS) N CD m W co m N N CD v 41F E _ � - TRAPEZ'OJO EY �'R01 __ -_- _ 48" x 96" 96" sr 48" �C UAh T -R C Moximmim Area 3U.28 sq. ft. "Aaxim m Area 31).24 sq. ft. s8 x 68 Mdximum Area 25.22 sq. ft. 1 1 c /,. a - - -- -- -- m f 9 l r � - � / , TA I �daKimt/r►� :aq. ft. u ew�o+wxool+avax�a��krrlt Mc+xirnam Area 20.71 s !t. � OM &— L&F CIRCLE arm K A ma m A: D-UN&L 9V x 48" . _e /ra a� Rt�DRr�wN Moximum Arena 25. 13 sq. ft r "x. . �-- -- ---- -- -- `" ELEV ? INATC GLASS _ f 6 LAM ._. L. _ G, ALUAIINU I FIXED 4!JINQQW IMPACT m CON — tam nspl,�tto«~rabK ra taur st. PLC IU991� xarowoa. n ,.rra I�nue; a ,ter+ P W -701 A�lS ; ?� 8 � X23 t C v CS a K 6 K 6 6 U (S a K LC t 1 P 1 1 Q P C 60" BETWEEN FLATti � � I Max Area 21.65 sq. A. F` ` --- � � 060' I � Maximum Arlo 79.64 sq. ft. rr cr. ,SEE S HT. 7 r � � t 60 " " L11�Tl /�L 0ax,'mum Area 47.,32 sq. ft. rr FAN �. -CA tx '5" 120" x 48" Maximum Area 35.24 sq. (t. Jdoxirrium Area 37.46 sq. !t. tJ/It(JlmAR04L111YW+3YYNi M8 nNlo S �Y ►Hlltl 4Mft00 NON- 114lPACT kY1ND0_k'[S amE«autw,ta 1.) G4t1 mM 3I P6 1Q/mw 7.) cavlrose,RAOaws: d � T) M AESM./t 1'RFSSURE PAWX SEE Cauru Ut ANALYS►S em sHP 8 or a 4.) AW-4W NA WW SPXM rto�o• � ELEVATIONS 3 16 TEM PERF_D GLA SS„_ ; x) SWrKpS lEQtMV AT ALL w S T AtUHt 16 A UMINUM Fl fEt? WINDOW AU rjUmE a VWS ro ft SUM WELDED AvDept4Ctttk PE 7.) .'craw ce Xs T KPONt5r "t -278-4 ?MO & ae1d1 PEr.1Vi1E n� �+rvul�r ganr eo eor a t �'"w `�° m twttoaw4 � .rues M=4 n x� /+ pw -70i 1AtT5 C� mod.•'' `. , I j I - + + A j 74 "x.37" BARTER CI RCLE Maxim A 60 x 120" 4, 75 sq. /f. AOoxir» urn Area 17,83 sq. ft. 68 " x 68" &lox +mum Area 25.22 sq, ft, _ RECLANGLE r , + I i 6 i 60 X 120 ^ ��.. MM t , TA Q± l Aln_Ximpm Ar!►(r 50.00 stl, (l, avF�asow�wnatn+AU 60 x 60 M'oxrmum Arso 20.71 sq. ft. -- - - - -- clvma - - - aoccaruwx HALF C E ,� ,. ,b,.,,. 120" X 60 " Maximum AmD 39.27 s q, fl. �ZEUA �mn+J 3116 rEMPFRED Cr.As �' tr ALUMINUM FIXED WINDOW t- IMP C7 fAt VIS OfY T Nveen �' —� �.—� +orp +tp++p�ae>r ta. — a� ,. �av -ra► NTS 4.1 B 42.31 C /�•J/7f' f6X NQ rA , liatlD 6tiectt — aR 3116 wr W. 1MG1yf VIP& alrla) J!r 3 /4• SMU saaGt +wNC—,..6 1 � 6fAC, �t2 PJ►N NL�D an Vm SY 1Y t � I i d9AWU WOW WE pap 1 pm? t swan rJflr�et' �.� [Q�NATE 1hf5TiRLlAt ►DN fl��' /1a• a xtra au� NOTES: f.UAX&f)Jkf OVnVU d)VllENWONS ARE APPLIMLf TO SCCTIONrD MOM. SW TS sJtc TNT t +ss ANCHORAGE 14M"S ARE APPUCARE TO Alt SHAPES SHOWN ON SHEETS I THROUGH 4 OF 8. s e 2. WFERENCf TEST REPORTS: FTt -2763 M-2780, FTL -2787 rr F7t -2816 ia) x/16' m W. Tom OR 3/19' OW JM TiMOV {CSW RCabj -1JR' Stave Y. vr. SN ��IT �IPAtIY�WOM fP£ORf+MN 1, SECTIO & AIVCNQRAGE VIEWS _ j l m 4 l !l e m - ALUMINUM FIXED WINDOW 161 � � AT. (I�g WOQI) dT k 6 PEAV111 WAR mo�+;atopra" P.O. �x i f«tny+wYC a i, me.e� . ;nr. striduroi ngrnrr� rt ears xc s n i »r Pw-7a� TATS �� 8 423 t C i SELL OF MA TERI,AL MK. PART I WSCRIPTiON VENDOR - VIENDalz I 1 612242 FRAME HEAD, At & JAMB 6063 -T5 AF-- 1224; 00 2 6533402 IR•- CHAA QVING BEAO 6063 -TS AF- 5,33402 78J4 - 1 0 x 314 PN. PH. SINS SPF ccp OR - 688 4 62899C/62501C SILICO BACK WOOING 0MI G•E. OR n 5 61412K CLOSED CEU FM TAPE rM 311 CL+4•SS TA MAUSIS to a 3i I M - ; 6 62M51Q CWSE0 CELL MM WY MR 7116 GUSS tW :4FR WSiS Or A W - F'W-- 1 U— H AIVJV L 7 6SA#55w SEAM SMER SCHNEE/MOIREHM OR ti I RIG 8F_AD a JIM TEMPERED CLASS riva I w(wo aws OR 9 SEE noTE 7,116 LAM (. f 87HSf.D90/ , 1$76-5) rRfnf f yow GLASS OR 10 7PWSW 16 x 7/ F I' 'TEK SPENCER OR = 11 S EE 0I 7 /1 5 LA Mi (. TVA /0901.074) rwr orw&w a, &S NOTE.' ITEM 9 & 1 I VS£S DUPONT BU TACiTE PV B WMRVYER 20 WH .062 �M ---- 2.78.4 MN VOW MOTH "V TO of " w .3 00 wim0oy HEIGM I np T!► RP" - 01 EW-701-EfM� u+pt0a�ea oowir�xnxtNE TRUSION EXTRUSIKO PROFILES & _ B.D. K °l ALUM FIXED WINDOW WORM REFERENCE' WORM M -27SJ, M -2780. F1L -2797 & 2618' RoWnuciaiA,P.E sdo/awK sn Ko ro ao4 R t�tr �� . � Pw ->'o� r amt ►A A I est �� Awl a+�+mb , , J: T'S a i -►� .000 nRttul,�r� or 3 / :s• nit •—.M n WLAtTA S1Rf7hlMin _ �;,s' nGf .� !« J✓ds' sc >!2*AtnNiPlRWdt l i i 01 ( 1 r CUSS GLASS a i iiti I� pli 9p / �• JILICDN � sit fCOt1 r _ TA L COPNECTION , G LAZ ING - 9 — MAIL Ypl ^A� Tna G A ' 7 j� n , j A11 www.eon�w�srrnwn n� — r -- • ,'""' ---": 6ciW7diuitiiAwuaL'oafi�uii 7/16" BMINATED E,LASS J/ TDIPCRED CL4S3 I 1 oaa,ox 1 scoecarUw� r �'F.K� eat /,.1 Ot REDa'tA'k s > WC RNE DE TAIL n•�,r NE. ALUMINUM F df:D WIND t*'E MPOCC TEST REPWIS: f7L -2763, PU -2780, M -7797 dr 2816 pt #M12 ter...._ Stt�oRmt thPe tttdoVkdh arm vtt art Wrom n Mtn ncRaas, n y in PhV - 7t7t tifS 7 . a 4 3 H H ti. TEAtlP ,f GLASS Negative Oeoign toads used on Comporefive Anoiysis and 6iass table ASTAf EJJOO. r 2,) Positive Design Loads based on Comporcrive Anafysrs and Woter Test '�'ressure. J.) umbers are for 112 screws or 116" Yopcons. 4.) Anchor mov+mum spacing; 12 a '� Neg �atire t lasigPn 1 odds Y JWAdow n aw We fie h fT Je, _24.000 6.500 o p s . 1, 1. l2o.oav .00 13.pD 135.0 1 0 t 5. i O0 I . Da 79 .s tr 1D I, 7 1) 1 5 9D.6O D. 0 ___ Y, . G ,aD 90 8G• 6' ! 1 1 ! 0 90.60 O(1 56.00 57.40 Pb4ii vesipt? loads window M fodow wKi fhs Met hPa P9.123 �. � . 'dd.000 bt1.00i7 97,000 11 T. ! .OaO Sit O. a 1, 1 a 1 t D6 T . tA7 100 ! M 100. ?00100 • N0 O. 061O j d t p PaO, 100 r I 1 1 tZ 83.0 OD & C — I F 51x.00 7. J t APa A%ftAS C OMWNC WIN IM t �Y i 4WM . ! o�OECOr�YWiaCt a AKIGVTAMCt Np ,(��'L�i�� e aM1 War F.K. a � F B iJ 0! RFW s� CCMPARAVVE ANALYSIS NON — IMPACT ALUMN1 f FIXED ININ ©lJW RCNCF MST fi ii ?763, fTt -178D, k 2t! r6 at+lrTt l . rk, rE. PEflg119 Toro r1Y»lotxrai P6 MDr a!a r""rU'a°"s e.ar ftEP1 w +r sar+aelax+d NNW, n AM nnROaet n slur Pw -7os I NTS 1 8 -a 8 '423 / C 31 16" AN) -- ED _6J ASS co N CD N m cz W N ego ve Design Loads tried on Comparative Arrolysis and Class Table ASTM E 11300. amo 2.) Positive Pesign toads based on Comparative Analysis and Water Pest Pressure. N 3.) Numbers ore for JfO screvrs or 3116" Topcens. 4.) Ar?cl?or maximurn spacing: 15" 41 LO Negative Desig Loa ds m co Window Modow Widths ftei bts 19.1 2 4, 0 26.500 3T,000 48.60-0 53.12'- 60.000 74.p00 26 000 12� 95. 1 1.t7(J 78.0 4 53.60 48.40 42.20 37.000 1 1`5.20 85.70 7 .40 4 .00 40. O 4 ,00 37, 2890 PUSitr+re t�esign Loads t'Jwow 'Window Widths Heights f 116 4,0 0 26.500 .17.000 48.0001 5 ,125 60,000 74.000 6.p00 !00.00 95, t 8 ,0r► 78.6Q 4.20 SO 48.4p 42.2'0 PR 04x"Scls , 70 ._._ 40, 00 37.Ot) 28• �'0 avPnN.y!6A9 ClSYPLMHGwitH RE � . spysN 8 t7 er W1!1N7 WD&dC9,liW1tE07'.tE l'3. �f3 I I RWWh — ~ COMPARATIVE ANALYSIS NQN— IMPACT 311 6A aaernc rM ALt1A INUM FIXED WINDOW _ RCFERENCi't MST IFTL- -2748• 2756, 2758 �ogol ran• rce�aacr a•rk ra sar rssw hw4a raW ---�� . w .� rwxwa ra s a>s wakorm +ti aorx• F -�aD N 3 ° 69 550 8 1> m ' N I M I A M FDADE RECEWED MIAMI -DADS COUNTY, FLORIDA NOV # METRO -DARE FiAGLER BUILDING BUR DING CODE COMPLIANCE OFFICE (BCC 1 6 200 40 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (303) 375-2901 PAX (303) 373 -2908 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/ur the AHJ (in areas odwr 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 to expense of such testing and the AHD 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", streets i 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 NMice of Acceptance number and expiration date by the Mann-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. TEPJAINATION 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 litcrab= N 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 $e 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. Aft The submitted documentation was reviewed b P NOA No M.".1.02 hatlon Date: May 22,20W Approval Date: October 9, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS 1. GLAZING OPTIONS: SHEET. A 5116" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 11W HEAT STRENGTHENED } � x O x NOTES ........... ....................._......... 1 GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. UNEQUAL o x x o x — — GLAZING DETAILS .................... 2 UNEQUAL LITES ELEVATIONS .. ............................... 3 B.5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF U8" DESIGN PRESSURE TABLES....... 5.8 1 2 1 HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF x o SECTIONS ....... ............................... 9 SOLUTIA OR DUPONT PVB UNEQUAL LITW CORNER CONSTRUCTION........... 10 C 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" EXTRUSION PROFILES ................ 1041 ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED a mQx o x PARTS LIST ..... ............................... 11 GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. UNEQUAL UrES ANCHORAGE ..........:................... 12 D 7/16 LAMINATED GLASS COMPRISED OF (2) LITES OF 3116" . 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 318" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS; X, XX, X0, OX, XOX, O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLESASTM 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 SHEET 4. E. F 4: F. FOR 144 "XOX" & "O" CONFIGURATIONS SEE SHEETS. G. FOR - XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE 'COX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL;AA "IS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RALS MAX. 141/2 SPACING ON VENTS MAX. IT SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED _ITE ONLY nwoucr [mvn o JAMBS: MAX. 4" FROM CORNERS =liM III g"ad"r1111i 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, BAND 7 FOR ALLOWABLE DESIGN p Ill" PRESSURES IF USING 3116" TAPCONS OR #12 SCREWS. S. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL-3682, FTL -3587 ANC FTL -3729 will. 'aft ifti '7 /role FK 3ft?A13 A REVOEANCHORAQENM4 ,L>ao,Ee�r�aoo,.1>,e�e NOTES AND TABLE OF CONTENTS F.K 30m B ADO 13H6' 1.Q A Al GLAZING DETAILS Till NOKOMI3. FL 31'173 " "Ill. AS ALU MMIUM_CASEMENT'W/NDOW IMPACT C NO CNAll TlSNEEr P.O. wx I a9 ..�,.■ Lum kTmwr, li SNOW FK ta%7,a2 D""" tMol S.FL31M vhibiyBetter col NTS 1 • tt � 71D468 C m .090 SOLUTIA OR DUPONT PV6 INNER LAYER 118" ANNEALED GLASS F-- 1/8" HEAT STRENGTHENED GLASS 43 46 30 31 40 W NOM. 13/16" a GLASS BITE 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS 44 3/8 "AIR SPACE ,090 SOLUTIA OR DUPONT PV8 INNER LAYER 118" HEAT STRENGTHENED GLASS 1 /8" HEAT STRENGTHENED GLASS 43 46 5 5/16" LAMINATED .65" NOM. GLAZING DETAIL GLASS BITE .C90 SOLUTIA 44 OR DUPONT PVB INNER LAYER 3116 "ANNEALED OR 3M6" HEAT HEAT STRENGTHENED GLASS �-.. -- STRENGTHENED 88 43 GLASS 5 13116" I.G. GLAZING DETAIL 41 .65" NOM. GLASS BITE Ll 44 MtADBCT RFVI.RRD "r wu tie phwb ' 02 5 7/16" LAMINATED 46 Mta. rl GLAZING DETAIL. ' I G7 FA 30M a lbbww RWnAwcuzevGOerAasa tew+arWLc. lamyagavoroormw G ZING DETAILS ? FA . awr c Noo"wTmaNw "' im ALUMINUM_ CASEMENT WINDOW, IMPACT _ P tax tsts Ions ATurrgr, PA F.K. 032M °"` Hacaws a AM V.rfbty 8errer CA-M NTS 2 • f? � 7045 8 C ® DENOTES HINGE 74" MAX. WIDTH ANCHOR LOCATION AT HEAD & 30" MAX. LOCATION SILL OF "X" PANELS, DAYLIGHT ANCHOR TYP TYPICAL. SEE HINGE OPENING 1 112" LOCATION DETAIL SHT. 4 TYP. SEE MID -SPAN CENTERLINE ANCHOR DETAIL 1 1/2" \ \ / TYP. (2) /� DAYLIGHT 3 / OPENING 4" MAX. X 4" MAX. 13" MAX. O.C. / � X 83" MAX. MID -SPAN ANCHOR DETAIL + SEEM ETING HEIGHT (SEE SHT. 1 NOTE 4) MEETING RAIL DETAIL RAILAETAIL (SEE SHT.1 NO - E 4) TYP. (2) 4" MAX NEW SEE MID -SPAN 4" MAX. 14 U2" MAX. O.C. TYP. ANCHOR DETAIL TYP. (2) ELEVATION "8" - 67 HIGH "= ANCHOR 134" MAX. WIDTH (SEE SHEET 5 FOR PRESSURES) F� LOCATIONS Xr MAX. 53" MAX. 30" MAX. (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT A NOTE: "X" PANEL MAY SWING F NOTE 4) OPENING OPENING OPENING IN EITHER DIRECTION SEE MID -SPAN , ANCHOR DETAIL ,f \. TYP. (2) 56 MAX nlonucr REVISED • / � / � DAYLIGHT ��pr.ewrrdMF.rr. /� //� OPENING near= 2 13 MAX. O.C. X X 171 � O 63" MAX rroa.c! HEIGHT 4" MAXI. \ __ 4� " MAX. 13" MAX O.C. —�--� \ / -- -141/Y MAX. O.C. VENT HEAD & SILL ONLY 37" MAX 60" MAX. FIXED VENT TYP. SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - Or HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) anwom — ad. A mm rEaM mooymw Ka mX0X" ELEVAT10N8 F.rc anSw B C/NNCaESlEET1VD s R q -- r ALUMWUM CASEMENT MMOE WINDOW, IMPACT _ FJL - fflow C ANI LOCA7bNIDErAU P.AIQICl8�9 Lw E sATumw.P. om Dow 1 2"M am"effm °i� a veto A 9 r t2 704" C A 32" MAX. WIDTH ® DENOTES HINGE 37" MAX. WIDTH 60" MAX. WIDTH 25" MAX. LOCATION AT HEAD & 30" MAX. 53" MAX. DAYLIGHT SILL OF "X" PALLS. -- DAYLIGHT DAYLIGHT OPENING __.. OP ING TYPICAL. SEE HINGE OP NIN =� DETAIL SHT. 4 SEE MID-SPAN �-� �` SEE MID -SPAN i ANCHOR 56" MAX. ANCHOR SEE ANCHOR A DETAIL DAYLIGHT ANCHOR DETAIL DETAIL i 65" MAX. SHT. 3 DAYLIGHT TYP. (4) rte,• MAX SHT. 3 OPENING / SHT. 3 ;• DAYLIGHT WP- ( � OPENING TYP. (2) OPENING i / 63" MAX. 63" MAX 1 72" MAX. 13" HEIGHT HEIGHT x 13' X HEIGHT MAX. �` MAX MAX. O.C. X O.C. O.C. �� 4" MAX. l \ 4" MAX. �I i, - i -13" MAX. O.C. L �_ 141/2" 4. 4" MAX 4" MAX. J L MAX. O.C. I M AX. ] 4.-- I I ' 141& ELEVATION "D" - 63" HIGH "X" ELEVATION 'E' -63" HIGH 'O" 44 MAX MAX. O.C. (SEE SHEET 5 FOR PRESSURES ) (SEE SHEET 6 FOR PRESSURES) ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) g7" MAX, WIDTH 30" MAX. ® NOTE: "X" PANEL MAY SWING NOTE: 72" HEIGHT DAYLIGHT 53" MAX. IN EITHER DIRECTION AVAILABLE WITH OPENING DAYLIGHT OPENING SINGLE VENT ® —� CONFIGURATION ONLY SEE f SEE MID -SPAN MID -SPAN I ANCHOR DETAIL ANCHOR SHT. 3 TYP. (2) DETAIL / 56" MAX. PWDUCrwvL%D SHT. 3 / DAYLIGHT �..r e"b arc rl 11 TYP. (2) /� !!!� OPENING A ° X O _ MAX. �' - HINGE LOCATED APPROX. 13 6:i" � HEI SEE MEETING FLUSH AGANV.4T JAM, MAX. RAIL DETAIL SHT. 3 TYPICAL HEAD & SILL O.C. Typ. (2) HINGE LOCATION DETAIL 14 ® 4 " t _ := \ / G•-- •a - -13" MAX 141/2" MAX. O.C. VENT HEAD &SILL ONLY 37" MAX ely MAX. FIXED ELEVATION "P" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) ?& /C w."r. FR. Wf= A REv>seA " 'b; Oxo*& OW ELEVA77ONS rmnre tmwxoay=W F.R. MAW 8 CHAMSES EtTA )OFE 5VCM NC FL3Wl �— ALUMIIIIUM CASEMENT WINDOW, IMPACT F. w w C AOOMW DUAL &HNMEWrAMNNOTES P.O. BOX I= MW � � � Luof6ATumet.P.E NOlMMS R 3rf71 Vtstbly Betto CA AIO 1 VT5 < • 1? 7D45�8 C >{�p F.tG w 7itl2 FN: "X" WINDOWS TEST REPORTS: FTL-3582 FTL -3587 FTL -3729 COMPARATIVE ANALYSIS TABLE 1. (BASEL) ON 114"TAPCONS UK #14 SCREWS) , HEIGHT 26.000 31.000 38. 000 38 .375 43.000 48.000 50 625 54.000 57.000 80.000 6 . 000 WIDTH 19.125 A 90.0 70.0 -90.0 90.d 70.0 -90.0 70.01-00.0 70.0 -90.0170-0 -90.0170.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B E -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70D -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90. 0.0 -90.0 70.0 24.000 A -90.0 70.0 80.0 70.0 - 90.0 70.01-9D.0 70.0 -90.0 70D -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 - 84.2 70.0 -83.2 70.0 -81.7 70.0 B E -90.0 70.0 -90.0 70.0 -90.0 70-01-90.0 70.01-90-0 70D -90.0 70.0 -90.0 70.0 -90.0 70.0 -.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 A 0 70. -90.0 70.0 -90.0 70.0 -90. 0.0 - 90.0 70 -83.6 70.0 - 79.9 70.0 -75.4 70.0 72.4 70.0 -�.9 68.9 -67.8 67.8 - 66.2 66.2 -65.0 65.0 -63.7 83.7 �' -90. B E -90.0 70.0 -90.0 70.0 -90.0 70.0 - 70.0 -90.0 7dA -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 80.0 70.0 90.0 70.0 A -90.0 70.0 -90.0 70.0 90.0 70.0 -87.d 70.0 - .6 70A - 68.4 68.4 -63.9 63.9 -60.0 60.0 •b8.5 58.5 456.2 66.2 -b3.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 30.000 B E 90.0 7C.0 430.0 70.01-90.0 70.0 90. 70.0 -90.0 70 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32.000 A 90.0 7C.0 -90.0 70.01-86.3 70.0 -81.0 70.01-71.1170.0 -61.8 61.8 -58.9158.9 -50.1, 56.1 a3.8 53.8 - 50.4 60.4 -47.7 47.7 -45.6 45.6 - 43.9 43.5 -42.2 42.2 B E -90.0 7C.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70:0 -90.0 70.0 -90.0170.0 -90.0 70.01-90.0 70.01-90.0 70.0 -90.0 70.0 -90. 70.0 -87.8 70.0 -84.4 70.0 000 A -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70-01-85-51 655 -57.5157.5 - 54.9 54.9 -51.8 51.81-48.6 48.6 -45.2 45.2 -42.4 42A B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0170D -75.0170.0 -75.0 70.0 75.0 70.01-76.0 70.0 75.0 70.0 -75.0 70.0 000 EA B.E A -75.0 70.0 -75.0 70.01-76.0170.01-70.4 70.01-60.4 60A - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 - 42.2 42.2 - 39.7 39.7 -75.0 70.0 -75.0 70.01-75.0170.01-75.0 70.01-75 .0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 37.000 -75.0 70. 0 - 75.0 70.0 -73.7 70.0 -67.9 67.9 - .0 59 - 52.8 52.8 -49.9 49.9 -75.0 70.0 -75.0 70.0 -75.0 7 . - 70.0 -7 . 70A -75.0 70 -75 70 75.0 70.0 -75.0 70.0 -75.0 T0.0 -75.0 70.0 TABLE 2. BASED ON V4" TAPCONS OR #14 SCREWS "X" WINDOWS TEST REPORTS: FTL -3580 FTL:3587 ING PTI : 116" LAMI 3J16 "A,. 16"HS ALL " UP TO 37.000" x AND AL.L IZE .UP TO 32 'WIDE x .000" HI -90.0 70.0 COMPARATIVE ANAL TABLE 3. E D ON 1/W TAPCONS OR 914 SCREWS TEST REPORTS' FTL -3582 HEIGHT - XX" 25.000 f -75 .000 36.000 38.375 43.000 48.000 50.62 54. 5. 60.000 63.000 WIDTH 37.000 A - 75.0 70. 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 -75.0170.01 43.000 A -75.0 70. 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 A -75.0 711 70.0 - 75.0 70.0 -75.0 70.0-75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 75.0 70.0 - 75.0 70.0 -75.0 70.0 53.125 A -75.0 711 70.0 70.0 -75.070.0 -75.0 70D -75.0 70.0 -75.0 70.0 75.0 70.0 -72.1 70.0 - 69.5 69.5 - 67.5 67.5 57.000 A -75.0 70. 70.01-75.0 70.0 75.0 70.0 -75.0 70A -74A 70.0 -69.6 69.61-65.2165.2 -63.0.63.0 - 60.8 80.8 - 58.0 58.0 mDucr wvrAw 60.000 A -75.0 TQ 70.01-75.0 70.0 75.0 70.0 -75.0 70D - 68.4 68.4 - 63.9 6&914m.0 800 - 58.5 58.5 - 56.2 55.2 -53A 53.4 �a N"��"�' 64.000 A -75.0 7Q 70.01-75.0 70.0 -75.0170.0 -71.1 70D -61.8161.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 60.4 X7.7 47.7 x x �� - 2 68.000 A -75.0 700 70.01-75.0 70.0 -75.0170.0 - 65.5 655 -57.5167.5 -54.9 64.91-51.8 51.8 - 48.6 48.6 -45.2 45.21-42.4142.4 72.000 A -70.0 7110 70.0 -75.0 7110 70.4 70.0 - 60.4 604 - 54.3 54.3 -51.1 51.1 -4T.9 47.9 - 44.8 44.8 - 42.2 42.2 - 39.7 39.7 : 74.0001 4.000 A -75.0 7110 -75.0170.01-73.7 70.01-67.9167.91-59.0 59A -52.8 52.8 - 49.9 49.9 - 46.4 48.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 ABLE 4. BASED ON 114" TAPCONS OR #14 SCREWS TEST REPORTS: FTL -3582 FTL-3 GLAZINGOPTION: B.5fl6 E. 1311(r DWI LAMI -W/ 118"H ALL '= SIZES U T 4.000" WIDE x63.000" HI 1-75.017n .0 ABLE WBASED ON 1M" TAPCONS OR #14 SCREWS1 WMINDOWS TEST REPCIRT: FTL3580 NOTE: IF USING 3116' TAPCONS OR n GLAZING OPTION: C. ?11 3J16"A,.090,311 S) #12 SCREWS DESIGN PRESSURE L UP TO 74.ow'WIDE x . -90.0 70. FOR ")W WINDOWS IS LIMITED TO 46.7 P.S.F R IV Oft rMd� aOW- F.K 3/ttiD3 A REM TABLE$ LAND A GLASS TYP6A 1Wm TECMi aw roRw PRESSURES- X & XX CONFIG. WINDOWS RK B AGOGASST FEE TOTABLEBfS4 No n•" Fx. mpao c ao crwlo& nas srE�r as spx --7 AL UMINUM CASEMENT WINDOW, IMPACT U A A.E. ". rroKa^ It uax v rihy Pit 12N7Aa2 CA-m NTS 5 + 1- 7w" C COMPARATIVE ANALYSIS TABLE 6. &SED ON 114" TAPCONS OR #14 SCREWS TEST REPORTS: FTL GLAZING OPTIE)N5: 1 1 ,. ti FTL -36M E. 13116" LAMI 118"HS3/8" SPACE 5/16" LMAI W/ 1/B "HS .090 V8"HS FT 2 - 0" "XOx" 26.000 31.000 1 36.43DOs 1 38.375 43.000 48. 000 50 .825 1 54.000 57.000 60.000 1 83.000 X 0 X WIDTH WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS'NEG POS EG NEG POS NEG POS A -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 70.4 70.0 -80.4 60.4 - 54.3 54.3 -51.1 61:1 -47.9 47.9 -44.8 44.8' -42.2 422 - 39.7 39.7 30.000 72.000 BE -75.0 70.0 -75.0 70.01-76.0 700 -75D 70.0 75.0 70.0 -75.0 7QO -75.0 70:0 -750 70:0 75.0 70.0 :75.0 7QO -75.0 70.0 C 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0-90.0 70.0-00.0 7110 -90.0 70:0 -90.0 70.0 -90.0 70.0 -90.0 7410 0 0.0 0 A 75.0 70.0 - 75.0 70.01-73.7 70.0 - 87.9 67.91-0.0 69.01-62.8 528 -49.9 49. -46.4 46.4 - 43.5 43.5 -41.1 41.1 38.6 - 38.8 _ 37.000 74.000 B E 75.0 70.0 -75.0 70.01-75.0170.0 -75D 70.0 -75.0 70.0 -75.0 A10 75.0 70.0 - 75.0 70.01-75&. 0 70.0 -75.0 7110 - 75.0 70.0 C -W.0 70,0 -W.0 70.0 -90.0170.0 -900 70.0 - 90.0 70.0 -90.0 700 70.01-90.0170.01-9D.0 70.0 -90.0 7QO -90.0 70.0 A 75.0 7 .0 -75.0 0.0 - 67.8 67. - 82.1 62:1 55.7 55.7 -49.8 4818 -46.9 46`:91-43.6143.61-41.1 41.1, 38.6 38.6 - 36.5 36.5 NOTE: IF USING 3118" 00 39.5 79.000 B E 75.0 70.0 -75.0 70.0 -76-0170.0 -75.0 70.0 - 75.0 70.0 -75.0 7110 -75.0 70:0 ' -75.0 70.0 -75.0 70.01-75.0 7110 -75.0 70.0 TAPCONS OR M12 SCREWS C 90.0 '70.0 -90.0 70. -90.0 701.0 90.0 70.0 - 80.0 70.0 -90.0 7Q0 490.0 70.0 -90.0 70.01-9D.0 '70.0 -87.4 7410 -63.2 70.0 DESIGN PRESSURE FOR - 0 - A 7 .4 5.0 70.0 -75.0 70.0 -62 62.4 -58.4158.4 -63.3 63.3 -66.4 584 - 53.4 53.4 -W.0 50.0 -16.9 46.9 - 44.3 44.3 -41.9 41.9 WINDOWS 0 LIMITED TO 42.000 84.000 I E -75.0 70.01-750 70.0 .0 - 90.0 75 70.0 -75.D 70.0 - 75.0 70.0 -75.0 70:0 -75.0 75.0 70.0 -75.0 70.0 -75.0 7110 75.0 70.0 52.1 P.S.F. C -90.0 70.01-90.0 70. 70.0 -90.0 70A -90.0 70.0 -90.0 0-90.0 70 0 -A0.0 70.0 -84.5 70.0 •79.7 7110 -75.6 70.0 DESIGN PRESSURE FOR A 7 0 5.0 70.0 -70.3 70.0 -68. 58.0 -54.5 54.8 -69.3 59.3 -53.6 B 50.9 50:9 -47.5 47.5 -44.7 44.7 -42.1 421 X9.7 39.7 "XOX" WINDOWS IS 45.000 90.000 - -9-7- -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75 0 70.0 -75.0 7Q0 -76.0 70.01-76.0170.0 T0.0 75.0 70.0 -75.0 70.0 LIMITED TO 41.3 P.S.F. C -90.0 70.0 -90.0 `70.0 -90.0 70.0 90.4 700 -90.0170.0 -90.0 70.0 -88.2 70.01-81.8170.01-76.9 70.0 -72.4 70.0 -69.21691 A -75.0 70.0 -65.0 65.0 -54. 54.3 -51.1 51.11-0.1 55.11-51A 51.4 - 48.6 45.61-45.3 45.3 -42.6 42.5 -40.4 4!114 - 38.4 38.4 48.000 96.000 BE 75.0 70.0 -75.0 T0.0 - 75.0 74.0 75.3 70.0 -75.0 70.0 -75.0 700 =75.0 7410' -75.0 70.0 75.0 70.0 -75.0 7410 75.0 70.0 C -90.0 70.0 -90.0 70.01-90.0 70.0 -90.3 70.0 -90.0 70.0 -86.0 7410 9119 70.0 -75.0 70.0 70.7 70.0 - 67.3 67.3 -64.1164.1 A -75.0170. -60.8 60.8 -51.3151.3 -46.3 48.3 -52T 52.7 -48.7 4117 '=46.9 46:9 43.5 43.5 -41.3 41.3 - 39.2 39.21-37.1137.1 50.500 101. B E -75.0170.01-760 . 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 ` -75 0 7410 -75.0 70.0 75.0 70.0 -75.0 70.0 1-74.3170.0 C -90.0170.01-90.0 70.0 -90.0170.0 90.0 70.0 - 90.0 70.0 81.2 700 -75.7 70.0 -70.3 70.0 -W. .8 -63.5 63.61-80.6160.6 A -75.0 .0 - 58.7 58.7 - 48.7 48.7 - 45.4 454 -50:0 50.0 -48.1 46.1 -44.2 44.2 - 42.2 42.2 -40.1 40.1 38.0 38.0 - 38.2 36.2 53.125 106.37 B -75.0170.0 -75 .0 -750 70.0 - 75.4 70.0 -75.0 70.0 75.0 70.0.-7&0 70.0 -75.0170.0 75,0 -70.0 -75.0 70.0 - 72.4 70.0 C -90.0 70.0 -90.0 70.0 -900 70.0 -90.0 700 48.6 .0. -76.4 7001-71.1 70.0 -88.5 86.5 -63.0 63.0 -80.0 80.0 - 57.3 57.3 A -75.0 0.0 -58.2 58.21-47& 47.9 - 44.5 44.5 -491 49.1 -45.3 453 -43.4 43:4 -41.8 41.9 -39.8 9.8 .6 - 35.9 35.9 54.000 108. BE -75.0170.0 -75.0 70.01-75.0 70.0 7 75 - 0 70.0 75.0 70.0 75.0 700 -75 0 TO' 75.0 70.0 -75,0170.01-75.0 70.0 -71.8 7410 C -80.0 70.0 -90.0 7 . - 90 0 70 0 40.9 70.0 -75.0 700 -70.1 .0 - 65.4 85.4 E 8.1 61.8 -59.1 59.1 -'56.4 56.4 A -75.0170.0 -57.1 57.1 -46.4 46.4 -4313 43.3 =A7.5 47.5 -43.9 439 -42.2 422 -40.8 40.8 39.1 -3T.2 372 - 35.4 35 4 55.500 111. B E 75A' 70.0 - S.0 -75.0 70.0 -75.4 .0 75. 0 -75.0 700 =75.0 70.0 - 75.0 70.0 70.0 -74.3 70.0 - 70.8 70.0 C 90.0 70.0 -90.0 70.0 .90.0170.0 .0 70.0 -84.3170.0 -72.5 700 -68.4 68.4 -63.6 63.6 80.1 .5 -54.8 54.8 MDUCr IMSED A -75.0170.0 -58.2 58.2 -44.8 44.8 -42.1 42.1 -46.2 '462 -42 5 42 5 •41.2 41.2 -X8 39.8 38.5 -36.7 36.7 -34.8 34.8 u �a��+w �� 57.0001 114. B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0170.01-75.0 700 - 6.0 70.0 - 75.0 70.0 7QO -73.3 70.0 -69.8 89:6 A- - oftb AS C -90.0 70.0 -90.0 70.0 -90.01 711.0 -90.0 70.0 -81.8 70.0 7 . 0.7 700 =66.7 - 61.6 61.8 58:7 -55.9 55.9 .2 3 A 74.2 70,0 -55.0 55.0 - 43A 43A -40.8 4o.9 - 4.8 44.8 - 41.3 413 -40.2 40 2 38:7 38.7 .37.8 = 3 36.1 - 34.2 342 58.500 117. B E - 750 70. - 75.0 70.0 - 75.0 70.0 - 75. 70 - 75.0 70. - 0 700 75.0 70.0 - 75.0 700 70.0 72.2 70.0 - 68.4 68.4 C - 90.0 70.0 90.0 70.0 - 90.0 70.0 -90.0 70.0 -79.4 70.0 -89.0 690 - 64.9 84.9 -60.4[60.4 - 57.3 67.31-54.5 54.5 -51.8 51.6 �' A - 72.9 70.0 - 63.4 53.4 -42.2 42.2 99.7 39.7 -43:5 43.61-4M4 40.4 -39.2 139.2-37.6 37. .7 36.T -35.5 35.5 - 33.7 33.7 8DOQD 120. B -75.0 70.0 -75.0 70.01-75.0170,0 75.0 70.0 75.0 70. - .0 70. - 70.01-75.0170.01- 73.3 70.0 71.0 700 -87.4 67.4 C 1-90.0170.0 70.0 -90.0 70.0 90.0 70.0 -77.1170.01-67.316731-6&3153.31-59.1159-11-M.9155.91-53.0 530 1 - 50.0 50.0 TABLE 7.MlASED ON 114" TAPCONS OR #14 SCREWS a "114- 112 -V4 XOX" WINDOWS TEST REPORT: FTL9580 GLAZI NGOPTION: 16" , 16 b� ALL ' SIZES UP TO 180.5V WIDE x 63.000" HIGH AND ALL WX7 SIZES UP TO 120. I E x as.WW HIGH 1-900-7A0 ' noww o F a: 3"ml A REMW T AKEA GLASS TYM 8 C 9 PRESSURES- O & 114- 112 --174 XOX COVRIC% WINDOWS porn TE�aLOGYMaW FX 32sw 8 AODGL498TYPEETOTASLES NOCJIND.RSUTS IMP IV ALUMMIUM CASEMENT WINDOW, IMPACT F.x Fitaw C NC#PJWTWEET & 1MOfa1M RJltlt Betty► an,.m+r l aw mmm- Mc PEIbBM.P.E. F.K �z<t7�nr1 corm AM 8 + iF 70/S�8 C taea+raa COMPARATIVE ANALYSI§ TABLE 8. MASED ON 114" TAPCONS OR #14 SCREWS T EPO : FTL -3582 1 1 3 3 3 "X0" "XOX" 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 83.000 X 0 X WIDTH WIDTH - 37.000 55.500 A 75.0 70.0 75.0 70.0 -75.0 70.0 -7&0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 75.1) 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 -750 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 -750 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 75A 70.0 -75.0 70A 75.0 70.0 -75.0 70.0 88 53.125 79.8 A -T5 0 70.0 75.0 70.0 -75.0 70.0 750 70A 75.0 70.0 -75.0 70.0 -78.0 70.0 75.0 70.0 -72.1 70.0 -69.5 89 5 67.5 67.5 X O 56.000 84.000 A -75.0 70.0 -75.0170.0 -75A 70.0 7S0 70.0 75.0 70.0 -75.0 70.0 -71.9 -17.7 87.7 84.9 627 - 60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0170.0 -75.0 70.0 -750 70.0 76.0 70.0 48.4 68.4 -63.9163.9 -60.3 80.0 -58.5 58.5 - 58.2 56.2 - 53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 71.1 70.0 -61.8 61.8 -58.9 58.9 56.1 - 53.8 53.8 - 50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -750 70.0 86A 66.4 -58.2 58.2 455.6 55.6 52.6 -49A 49.4 - 45.9 45.9 -43.1143.1 70.917 106.375 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -71.8 70.0 81.8 81.8 - 55.1 66.1 1-51.9 51.9 48.9 . 46.8 45.8 - 42.8 428 -40.3-140.3 O X 72000 108.000 A -75.0 70.0 -7&0 70.0 -75.0 70.0 704 70.0 80.4 60.4 -54.3 54.3 -61.1 51.1 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 67.9 459.0 59.0 -W.B 5:.8 -49.9 49.9 46A -43.5 43.5 -41.1 41.1 ABLE 9. BASED ON 1/4' TAPCONS OR 914 SCREWS "XO" or "OX" & '113 - 13-113 XOr WINDOWS REPORTS: FTL -3582, F L -3729 GLAZING OPTION B. 5H8" LAMI 1/8"HS,.090.U8" -IS) E. 13/16' LAMI (1/8`M2141' SPACE,5h6" LAMI -W/ 1/8"H8,.090,1/8 m) ALL "X45 OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 113-1/3 XOX" SIZES UP TO 111.000` WIDE x 63.000" HIGH - 75.0 70.0 ABLE 10. BASED ON 114" TAPCONS OR 914 SCREWS W or "OX° & "I/3-14-113=0 WINDOWS TEST REPORT: FTL -3680 GLAZING OPTION: C. 7/1L"' LAMI (3116"A,.090.3/1("HS) ALL 'XO' OR "O)" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "113 - 13-113 XOX" SIZES UP TO 111.000" WIDE x63 HIGH -g0.0 70.0 NOTE: IF USING 3118" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED T041.3 P.S.F. PRODvCl,RrAM &6cmp4gmlvAthNefk" DakKM B7 ft"m Dh - ?//o /4 F.K. Y17AV A REWSE 7ABtEA aAW FMA PRESSURES -XO OX & 113 - 113- 113XOX WAW 1071D TCxw"ooromm F.K. sfCM B AD A3.4TWEETOTABLES txxvmn3fm nc F K 'Now c No 00NCE ?m We" Pa Bgot rsre AtU M�IV(!M_CASEMENT WlIVDO IMPACT LM ATUMW. P.P. V�po or" Q.," NOK.7YL4.FL34274 VhA*Berrer rp7+o NT8 7 w.. PE�f F.K. TsiMAW w 12 701" C f I COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" NS OR 014 SCREWS) "XO" or "OX" & "XOX" UNE UAL LITE WINDOWS TEST REPORTS: FTL -3580 ,. FTL -3582 X O X E. 13118" LAMI /5 "HS /8" SPACE 5/16" LAMI - W/ 1!8"HS .0901 /8"HS FTL - 3729 "XOX" VENT FIXED 26. 000 36.000 36.375 43.000 48. 1 50.825 54.000 57.000 60.000 1 83.000 WIDTH WIDTH WIDTH N UN UTES A -75.0 70.0 -75.0 70,0 -75.0 70.0 =T4.1 70.0 -64.91601-60.6160.6 - 58.1 58.1 .1 56.11-53.3153.3 - 50.5 50.5 69.264 19.125 31.014 B E -75.0 70.0 -75.0 70:0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 C -90.0170.0 -90.0 70:0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 40.0 70.0 -90.0 70.0 X O -75.0 70.01-69.1 69.1 -63.4 63.4 - 56.5 56.5 -50.4 5Q4 -47.6 47.61-44.1 44.1 -41.6 41.61-39.2 39.2 - 36.9 36.9 86.919 24. 000 38.919 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 - 75.0 70.0 - 73.8 70.0 C -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.01-90.0 70.0 -W.D 70.0 -89.4 70.0 -85.2 70.0 A -75.0 70.01-60.5 605 -57.2 57. - 62.1 62.1 -55.2 55.2 =52.6 52.6 -49.1 49.1 - 46.2 46.2 - 43.6 43.6 -41.1 41.1 B 95.973 26.500 42.973 E -75.0 70.01-75.0 70,0 - 75.0 70.0 -75.0 70.0 -75.0 TOLD -75.0 T0.0 -75.0 70.0 -75.0 70.0 - 75.0 70.01-75.0 70.0 C -90.0 70.0 -90.0 70A -90.0 70.0 40.0 70.0 -90.0 7QO =90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 O X A -75.0 70.01-53.5; 53.51-50.4 50.4 - 54.5 %5 -50.7 507 -46.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 X8.0 38.0 - - 108.649 30.000 48.649 BE -75.0 70.01-75.0 TO D -75.6 70.0 =45.0 70.01-75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 C -90.0 70.01-90.0 70'0 -90.0 70.0 90.0 70.01-84.7 7Q0 -79.5 70.0 -73.6 70.0 - 69.7 69.7 -66.3 68.3 -63.1 63.1 UNEQUAL UTES A -75.0 70.0 49.9 49.9 - 46.8 46.8 -51.3 51.31-47.4 47.4 -45.5 45.6 42-7 40.7 -38.6138.6 - 38.6 36.6 115.892 32.000 51.892 =BE -75.0 70.0 -75.0 70:0 75.0 70.0 -75.0 70.01-75.0 7Q0 -75.0170.01-75.0 70.0 -75.0 70.0 -75-0170.0 -73.2 70.0 C -90.0 70.0 90.0 700 -90.0170.0 - 90.0 70.0 -78.6 70.0 -73.2 70.0 - 68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 A 75.0 70.0 -47.31473 -44.0 44.0 -4E 4 48.41-44.7 447 -42.8 .8 -414 41A -39.5 39.5 -37.5 37.5 - 35.7 35.7 122.000 33.687 54.627 BE -75.0 70.0 -75.0170.,0 -75.0 70.0 75.0 70.01-76.0 7Q0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9170.0 -71A 70.0 C 990.0 70.0 90.0 70.0 90.0 70.01-66.8 70.0 -74.0 7Q0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 55.7 A 75.0 70.0 -46.0146,8 - 43.6 43.61-47.9 47.9 -44.3 443 -42.4 42.4 -41.1 41.1 - 39.3 39.3 -37.3 37.3 -35.5 35.5 123.135 34.000 55.135 B E 75.0 70.0 -75.0 70A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 - 75.0 70.0 -74 6 7D.0 -71.0 70.0 -90.0170. 90.0 7090 90.0 70.01-0.0 70.0 -73.1 7QO -68.8 66.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 .2 55.2 A 75.0 70.0 -45.5 4515 -42.6 42.6 -48.7 46.7 -43.1 431 -41.6 41.6 -402 4Q2 - 38.7 38.7 - 36.9 36.9 - 35.0 35.0 125.000 34.791 56,418 B E 75.0 70.0 -75.0 704 -75.0 70.0 -75.0 70.0 -75.0 70,0 '75.0 70.0 -75.0 70.0 - 75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0170.01-90.017M& - .0 70.0 -82, 70. -71. 7Q0 .3 67.3 -62.5 62.5 -59.2 59.2 - 56.5 56.5 - 53.8 53.8 A 74.4 170.01-43.6143' 8 -41.2 41.2 -45.1 45.1 -41.5 41.5 40.4 40A -38.9138.9 37.7 37.7, - 36.2 38.2 -343 34.3 130.000 35.896 58 209 B E 75.0 70.0 -75.0 70' 0 75.0 70.0 -75.0 70.01-75.0! 7Q0 75.0 70.0 75A 70.0 -75.0 70.0 -72.4 70.0 - 68.6 68.6 KA -90.0 70.01-O 0 t70,0-7&0 .0 70.0 -79,9 70.0 -W.3 60.3 65.9 65.3 -606 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 -74.3 T0.0 - 43.50 41.0 - 45.0 45.0 -41.4 41.4 -!40.3 40.3 -388 38 8 -37.B 3T 6 -361 361 -34.3 34.3 130.378 36.000 58.378 -75.0 70.0 -75,0 0 70.0 -75.0 70.0 75.0 7QO -75,0 70.0 -75A 70.0 - 75.0 70.0 -723 70.0 -68.5 68.5 "bd 90.0 70.0 90.0 0 70.0 79.6 70.0 -68.1 61 -65.1 65.1 -605 80.5 -57.4 57.4 = 54.6 54.6 -51.7 51.7 -72 9 70.0 -422 .7 39.7 -43.5 43.5 -40.4 4Q4 -39.2 393 -37.7 3T.7 -36.7 `36,7 -35.5 35.5 - 33.7 33.7 aw 134.000 37.000 60.000 -75.0 70.0 75 0 .0 70.0 -75.0 70.0 -75.0 70.0 5.0 70.0 75 0 70.0 73.3 70.0 -71.0 70.0 -67.4 67A -90.0170.0 90.0 .0 70A -77.1 70.0 -67.3 6Z 63. 3 -63.3 3 99.1 59.1 -65.9156.9 - 53.0 53.0 - 50.0 50.0 "XO" 3 "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. i TABLE 12. BASED ON 1/4" TAPCONS OR #14 SCREWS "XO" or"O " 8 "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTl IO GLAZINGOPTN: D. 7116 LAMI (3/16"HS,.090,3M6"HS) ALL "XOX" SIZES UP T 134.000" WIDE :63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX D WIDTH AND -90 0 70.0 ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGF WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH 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. 7 4 0 �� 3 ONION, FX sn TAU A raMsE 7i1BLE TT, CLASS 7vpESA s c T07Y TlCIWCM.00YpT1VE PRESSURES- UNEQUAL CONFIG. XO, OX & XOX FA 32M B ADO CLAW 7YPEE 70 TABLE 17 MDIVAM Ft 34M nwww am Ruwmw =9[1 ALUMINUM CASEMENT WINDOW, IMPACT Pic. Maw G moQwmlmswu PQ a=we a,r►rrt OWN a..tiw wwe LisATuna,P.E COMES Fx t&IM R3Ftu Vut6(YBeteer tAT� N75 8 + 12 704&8 C f 87 REFERENCE "XW & "XOX" FRAME 7 REFERENCE "XO" &'XOr FRAME ASSEMBLY DETAIL, SHEET 10 83 ASSEMBLY DETAIL, SHEET 10 L 40 41 85 r 40 4f MAX. VENT I MAX. FIXED LITE --.-I DAYLIGHT 4-- DAYLIGHT OPENING ---1 OPENING 5 5 80 $ (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX 87 f REFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 10 _ t � s 7 x a a 85 40 41 7 II MAX. VENT 4-- DAYLIGHT OPENING 80 5 (SEE SHT. 3) 5 5 5 ® 43 MAX. WIDTH (SEE HT. 3) 25 5 85 40 41 HORIZONTAL SECTION - XX 12 4041 83 85 i5 10 � i t MAX. DAYLIGHT OPENING FIXED & 85 40 41 MAX. OPERABLE VENT MAX. VENT HEIGHT (SEE SHTS. 3 & 4) LDAYLIGtff OPENING $ (SEE SHTS. 3 & 4) (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) 14 f9 HORIZONTAL SECTION - X eaonocrawim ..�.�.aua.r> A —Pwm 46 48 w�.rn e. Ezabmdm 24 5 � 25 IhsietCwNd - 17 18 VERTICAL SECTION VERTICAL SECTION FIXED UNIT OPERABLE UNIT 3 i F.K Wm A A10&WTMISSMEET SECTIONS F.rG 32dp0 B ADD19f1B'LQfaYAB NO WAD ITEM M71011NBFLJ12T6 uw AL UMINUM CASEMENT WINDOW IMPACT F.K. 7/faw C SHOWTQPM W PABOKI6Z! arrrt =. �,. LuewA7Wosr.P.E. PENMI Oft NOK7IMI�R3tY74 VISO*&far G1TItJ NTS 8 + 12 T00S8 C t F.K. INT7102 #12x1 PH TEK SMS FRAME ASSEMBLY 13' MAX. O.C. W/ (2) SCREWS NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 TUBE, MAIL: 6063 -T6 3• APART AT MID -SPAN 'X' FRAME JAMB 'X" FRAME JAMB u F NOM. 2.919" 7 n " SASH FRAME TOP r l � l OR BOTTOM RAIL L #6x� FRAME HEAD, SILL. JAMB "*)W FRAME ASSEMBLY DETAIL 1 QUAD PH SMS � MAT'L• 6063 -76 #12x1 PH TEK SMS (2) PER CORNER DWG# 7002A FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS • TUBE, MAT'L: 6063 -TB 3' APART AT MID -SPAN � 2.854 SASH FRAME 'X" FRAME JAMB 'O' FRAME JAMB SIDE RAIL NOM. 1.156' ;r - -r -- 2.138• t IMP O5 SASH FRAME HEAD. SILK JAMB IL L MArL: 8063 -7 IF DWG# 7003A SASH FRP.ME ASSEMBLY DETAIL 'XO' &'XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER "M cr avam FRAME HEAD OR SILL FRAME JAMB 3,r�4,�• �wju,u,, .062' A� N NOM _ J 1 2.784" I q FIXED FRAME HEAD, SILL, JAMB MAI'L' W63-T6 DWG# 7005A .� MAIN FRAME ASSEMBLY DETAIL FK 3INMO A REVAMMANEABS' MA&SCREWSPAClIG nom TE".wYaocrvRNE � EXTRUSIONS & ASSEMBLYDETALS F.K 325MW 8 NDCNANOE'rM8HEEr NQICXIY9. F�J�@75 Tar ALUMINUM CASEkENT a WINDOW IMPACT F.K maw C NG "NraE TINS �E7 R9 wx I= luass AATurrm. P.E. ow NOK004 FL 36M 1?sfhlp Better N7 �� r 1r �� /�$ �.' d F.K. IN17Aa? PARTS LIST DWQ# POT. # DESCRIMON ITEM DWG # PGT. # DESCRIPTION F75 7025 MAXIM SINGLE LOCK 1 7002A MAIN FRAME • HEAD, STL & JAMBS 7016 SRi= LOCK KEEPER 2 1155 781 A #8 X I QUAD PH SMS 70834A #8 X.730 ADPN SMS 3 7008 FRAME CORNER KEY 7005A FIXED WINDOW FRAME - HEAD, SI L R JAMBS 4 1/2"XI12"XIA" CLOSBD�CELL FOAM TAPE 1155 7811PQA #IXIQUADPN54S 5 7063A SASH - TOP, BOTTOM ambE RARS 82 7010 FIXED RUMS CORNER KEY - 6 1155 781 08 X 1 QUAD PH SANS 83 7007 ASTALLATION ROLE COVBR 7 7017 67017K BULB WEATHERSTRIP .187X240 85 7047 67407 GLAZING DEAD (13116" LG. 8 7009 SASH CORNER KEY 13116' LO. GLASS (1/8"}LS,3/8 "AIt SFACE,5 /161.ANM 9 7024 MAXIM mum-POINT LOCK 86 3116" LAMI (2 I= OF 1/8'HS GLASS WITH AN 10 7026 LACK SUPPORT PLATE 1.090 RNNER LAYER - SOLUTIA OR DUPONT PVB 11 010 -24X .362 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER H & LH. 9930 r 28C 13 1157 7SX79PPSM3 48 X.875 PH. PN. SM3 706" 14 7013 TIE BAR GUIDE 15 7013 TIE BAR ASSEMBLY .05V ew .040 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPHIAT()R & LNS TALLATION HOLE COVER Is 7030 OPERAT06LOASM �-- .172' MATL: 6063 -T6 19 7031 BACn4GPLATE 40 5/16' GLAZING BEAD DWG# 7007 20 #8-32 X.375 PH. PN. TYPE B 21 7032 STUD BRACKET LH. AR.H MATL: 6063 -T6 .870 ow 22 7858ZA #8 X Sl8" FLT. PHL SMS DV" 7036 23 7033 OPERATOR TRACK R SLIDER UAL .568" 24 7022 SNAP -ON HANDLE 25 7023 12" HINGS IEAVY 85 13116" GLAZING BEAD 26 710xl2FP 010 X .3W NL PHL. 30 5/16- LAMINATED (1/8A R IBIS GLASS) .523" --) DWG# 7047 6 09 LAYER - SOLUTIA OR D1PONt PVB 31 5116" LAMINATED (IMHS & NBHS GLASS) M DOM LAYER - SOLUTIA OR DUPONT PVB 32 7116" LAMINATED (3116A &;3116HS CLASS) A90 B44M LAYER - SOLUTIA OR DlPONTFVB 1.124' 33 7116" LAMINATED (3/16RS & 3/16H 41 7116" GLAZING BEAD 090 LVNER LAYER - SOLUI7A OR DUPONT FVB 40 7036 GLAZING BEAD 5/16- MATL: 6063 -T6 41 1 7042 GLAZING BEAD 7116• DWG# 7042 43 1224 617?A7 VINYL BULB WSTP 2.701 ■ 44 SIUi'ONE- DOW CORND* 899 OR 953 IRODOCI Rh'VlSI:D ARABGIND es complyism vAm 4k 43 Of�Ad� 46 1634 6163K SETTINOBLOCK • 06r A tgft s 30 7006 SCREEN FRAME 3! 7040 SCRBENCORNERKEY 52 1 SCRF.EN CIDTH .040" 1.000' .003' 53 1633 61635K ISCRMN SUM - SERRATED 54 331 60976 ICASEMENTSCREIEN CI8 .423' _..I & CASEMENTFRAME 55 7342PSTW/B X .S00 . PR TEK S1as ASSEMBLY TUBE 67 7O04A 67004 FRAME ASSY.7UBB MATL: 6063-T6 68 712xlPPT 12 X P FLI PHIL TB1G 50 CASEMENT SCREEN FRAME 69 7011 SUPPORT PLATE MATL: 6063 -T6 DWG# 7004A 70 7012 SPACER DWG# 7006 71 7019 711573 MAP-ON T-HANDIE KNOB 72 1 7018 MI DHD LDINO HANDLE F.K w7AU A NOD am Tm SNE4T PARTS UST & EXTRUSIONS 14M I92 Nf XOMRIM AK 32M B ADD NYM' WA WASS A 6AA2NB BEAD NGICl111R FL 34M wk _ _ ALU MWUM CASEMENT WINDOW, IMPACT _ F.K 7/M&W C N�Dd44N43ETNlS81#.'ET P0.8WliSTO �� LuaisATWnx,P.E ammae cr. u.� 1000 � n XV4 wsfb(y&Zw CA-740 NT5 11 + 1? r 711.15.8 C PEMMM F.X. I' MAW APPROVED WOOD BUCK APPROVED WOOD BUCK APPROVED WOOD BUCK LESS THAN 11.2* THICK APPROVED WOOD BUCK LESS THAN 1 1!2" THICK 1 1 /2" OR MORE THICK (SEE NOTE 3) 1 112" OR MORE THICK (SEE NOTE 3) (SEE NOTE 2) 1/4" MAX. SHIM (SEE NOTE 2) 114" MAX. SHIM ,7 1/4r MAX. SHIM 3/16' OR 114" TAPCON 114" MAX. SHIM 3116' OR 1/4" TAPCON -i r (SEE NOTE 1 BELOW (SEE NOTE 1 BELOW #12 OR #14 I 1 #12 OR #14 SCREWS AND SHEET 1 SCREWS - , NOTE 4) ;, , : AND SHEET 1, NOTE 4) 1 +� ,f Ii► � ! Illy �'I� ,� ... , 1 1/2" 1 114" J 1 1/2" ,� 11/4" MIN. MIN. MIN. MIN. EMBEDMENT EMBEDMENT EMBEDMENT EMBEDMENT OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT FRAME TO CONCRETE W/ TO WOOD BUCK TO CONCRETE W/ WOOD BUCK TO WOOD BUCK WOOD BUCK LESS THAN 1 1/2" THICK 1 112" OR MORE THICK LESS THAN 1 1/2" THICK 1112" OR MORE THICK 114" MAX. SHIM ---ry 114" MAX. SHIM 3116" OR 114" TAPCON (SEE NOTE 1 I 3116" OR 14" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 41 BELOW AND SHEET 1, NOTE 4) .F. r NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" 1 114" MN. MIN. EMBEDMENT EMBEDMENT OPERABLE UNIT FRAME FIXED UNIT FRAME NOTES: TO CONCRETE TO CONCRETE ■ 1. USE ONLY MIAMWADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 112" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BJILDING OFFK:IAI.. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 111? THICK TO BE ENGINEERED BY OTHERS. F.K. N17m A ADQO#14SCREWOPTiON lam TrUMOL06yomm ANCHORAGE DETAILS F.K WSW B NOBNANMMSSNEET A+oXMKFL3UX rm ALUMNVUM CASEMENT WINDOW, IMPACT FIG 7/1QG9 C NO GI XW ThW&% EET P.7 aw tam lots A fumy, P.E MDKOApS FL 3�t71 {/biG(Y Betaer �" 4 " 1 ` P61111f m F.K 1Tl17AY1 awN IM 1 12 or 12 70468 C 1MrilnrNwu r, MIAMI•DADE ... EC , ED MIAN11-IYADE COUNTY. FLORIDA r METRO -DADS FLAGLER BUILDING BUILDING CODE, COMPLIANCE OFFICE, \II FRO -DADG FLAG1.11t BUILDING . ------- 140 WEST FLAGLER STRI:I 1'. S111'11:1603 PRODUCT CONTROL NOTICE OF ACCEE ) 3 75- 2.1 FAX FLORIDA 33331) -2963 PTANCE t3os) 375-2901 FAX (:Os) 379 -2908 PGT Industries 1070 Technology Drive CONrRACrolt I.10ENSIM: SF( hoN (305) 375 -2527 FAX (305) 375 -2558 Nokomis ,FL 34275 CONTRACrrnt 1 NFORCOW N r DIVISION (305).173 -2066 FAX (305) 375.2908 PROPUCr CONrltt )1. 111 V ISION Your application for Notice of Acceptance (NOA) of: (305) 375 -2902 FAX (305) 372 -6339 Series SWD -101 Outswing Aluminum French Door- Impact 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 Mimni -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- 0417.04 EXPIRES.- 11/22/2006 Raul Rodriguez Chief Product Control Division T141S IS THE COVERSHEET SEE ADDIT10NAL PAGES FOR SPECIFIC AND GENIFR 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 Nliami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County APPROVED: 09/06 /2001 Building Code Compliance Office 11s045000I \pc200011temp1ateslnotice acceptance cover page.dot Internet mail address: postmasterCbuildingcodeonline .com liomepage: litip : //www.buil(litigeodeonline.coni Q n s.. Vinyl Tech /Progressive Glass Technoloas. , ACCEPTANCE No.: Ill - 0417.0_1 APPRON'I:D : Septem 06, 2-001 I?XPIR1?S : November 22, 2006 IYOTICI�. OF I. SCOPE ACCEI''I'ANCE: SPECIFIC CONDITIONS 1.1 This revises and renews the Notice of Acceptance No. 99- 0128.01, which was issued on February 18, 1999. It approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 L'•dition for Miami -Dade County, for the locations where the pressure: requirements, as determined by S1-13C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series SWD -101 Outswing Aluminum French Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 971, titled "French Door XX, X" Shcets 1 through 4 of 4, prepared by manufacturer, dated 02 /16/98, with revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and scaled by Robert L. Clark, P.I:., bearing the Miami -Dade County Product Control approval stamp with the Notice (11' Acceptance number and approval date by the Miami -Dade County Product Control Division. These; documents shall hereinafler be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single: unit application of•pair ofdoors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors anti 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 requir a hurricane protection system. - 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, stater and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building pertllit shall be accompailied 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 luilding Official or the South Florida Building Cade; (SF13C) in order to properly evaluate: the installation of this systenl. Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division 2 t Vinv1 Tech /Progressive Glass Technology. ACCEPTANCE No.: 01- 0 417.04 APPROVED : Sep tember 06, 2001 EXPIRES : Novetnbcr 22, 2006 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 elder 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; (1) The engineer who originally prepared, signed and scaled 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 fec) and granted b} This off i. 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 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 Noticc 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 last page 3. 154al 1 . LA A u .L lshaq 1. Chanda, P.E. Product Control Examiner Product Control Division CND OF THIS ACCEPTANCE 3 x xx LARGE MISSLE IMPACT DOORS 37.500 MAX' 71.750 ' 1.) GLAZING: .401 1464 LAMINATED WIINTERLAYER (MONSANTO OR DUPONT) 2" 7 1 2" 7 1 2' 2.) CONFIGURATIONS: X. XX 7 112" �) / / —�r— j 7 112' 3.) DESIGN PRESSURE RATING. i II .oft LAM_ • P F - F P.S.. 3b) .401 LAM.: +60 P.S.F. - 60 P.S.f. 4.) ANCHORS 5 1 1 2* u \ 5 112• MAX. 7 112" FROM CORNERS (HEAD &SILL) MAX. 5 112" FROM CORNERS (AUG) \ / \ MAX. SPACING AT HEAD & SILL: 13.000 \\ 13.5" // \\ 13.5" hw• SPACING AT JAMB: 13.500 5.J NO SHUTTERS •REQUIRED / \ 6.) REFERENCE TEST REPORT: FTL -2241 \ \ 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 2 POINT LOCK OPTION POINT \ / LOCK 95.750 95.750 OPTION \ W. / 13.5" \ / / 13.5" / TYP. MAX. \ / � TYP. MAX. 5 112" 4 1 1 1 1 5 112• 7 112" -.) �-.- 7 112' 7/2" -.-� 1 RENEWED I-- 13" --I t•� J. j AeCFpT*'CENu -o1 - - "'l .04 '.. MAX. SEALAN T ON MAX. SEALANT ON FRAME CORNERS ON CENTER FRAM£ CORNERS E crrµ,�itavuA'rt ND,auiir22,2o ON CENTER k PANEL CORNERS TYP. HEAD Qc SILL A PANEL CORNERS 7YP. HEAD do SILL ay w,- txu W cT rnRr'ni+L rx v1swN nclrW nu: mnca>MrLylB+c7; urrlct RlYIli011l: TN,rel,es IM4aa IMlM- D odded 2 t. Lock info rveloic! !/� 10 ko Technology Dr. Nokomis, Fl. � /'r`"r ` 34275 3J�r Swi n/ wo" . INDUSTRIES ((( SWD -10 1 -10 MetenaC OluTlpQs.: RobertLp7rk,iP.E French Door — X , XX Y.E. M39712 chid R.ne B,: Det. chid h: n: .SL6UCL13Id) D.B. 1!/17/00 pD1 Np; y[NDDR NOr S. shm. Dro.MO NO. R— � 1x 17- 971 1 D p 1/8 ANN. 3/16 ANN. 090 090 '..'... 7 I 3/16 ANN. 3/16 ANN. i e ?f 1.469 1.489 3 \ — S EE DEra• MAX — 3.000 --1 MAX S MAX. S HIM J.000 -- r 8 SPACE SPACE 0 0 .401 • IAM, W /MONSANTO SAF1 EY PV8 /MTERLYfR ,464' AM. W/MOKUNTD SIFLEY PVR 1NTERt!YER OR .401' LM.. W/DUPONT RVUL ff IMRLAYER OR .464' LAM. W/DUPONr eUTA(Irr INTERIAYER 0 V1 SEE NOT£ j ON SHEEP 1 SEE ,N,tLrE ON SNEET 1 1 �' y OF_S'!GN PRESSURE RATiwQ: ±60 a :(. DESIGN PRESSURE RATING: ±73 Sir_ 1 1 77 3 S PRODUCT RENEWED ,j POINT LOCK ASSY. 2 POINT LOCK ASSY. Accef•rAtfCrrw °! EMRAncwUAn: "If"dOZ212PD 9 WOA1 4 W1f.0UM +Ctt5vM.. u n O a. l.an. rs 0 added Z pt. lock info ra 1070 Technology Dr. Nokomis. F"I. NOW A* 34275 '° ��'�� r S.rwt/waaN: INDUSTRIES re Day- SWD-101 u 11MArr .I• II /( � waluwr. N291OU".. W '1(( w: ��., 6, o French Door — Ex loded Glczin AA f 1/17/0° /Gr NO: KNDOR Roberti Clerk, e "D.B. 6eti ?/16/98 3•f4 971 D ITEM DESCRIPTION V. T. OTY. DESCRIPTION VENDOR VENDOR I DOOR HEADI 60375 ALUMAX AF -7037 2 DOOR JAMB HI 60375 ALUMAX AF -10376 ALU MAX A -1 4 .250 x .187 FINS L STRIP 67 24 ch o r bot. roil) N G CORP. FS7924 -187 5 ! H NN L A LUMAX -1 6 FRAME JAM 380 ALUMAX AF -1 �--�— • 7 H 60411 ALUMAX AF -1237 !.w C1AZMa BEAD ROU. FORM 0 R N 9 OL N THRESH LD 61 69M MAX AF -1 75 i i x H ROD 4 1 r it I RI f wow— i f TRUSS CLAMP 6 78M 8 2 eo. door to & bot. roil ALUMAX AF -1 7 e - 7 �i - 7 1 5 16x1 16 TRUSS WASHER' 7WASHA 8 ea. door to & bot. mil FASTEC INDUSTRIAL 1 16x1 NUT 7JNU A 8 2 ea. door to & ot. rai! FAST C INDUSTRIAL r i 7 M CA 41722W T INDUSTRIES " 71722W !/4 r 1 STRIKE LA 7955X MC R © 112 STRIKE R 4i 1 ! 4 .TrP. HEAD TYP. HEAD 17 10x3 4 SCR. HD. PHIL 77 34A MERCHANTS FASTENER i ! NATIONWIDE IN . 19 10x.625 FLT HD. PHI FP 6 6 hin e - hin a -door iamb MERCHANTS FAS NER 20 10x1 2 T HO. PHIL. 71 x PpW 0 hin a dchin a -/ me iamb MERC HANTS FASTENER TOP/BOTT. SLIDE BOLT OK 4 b oflh ro I I R 41 6x1 2 H, t. 7 f F>Y 4 Slide bolt locks MER HANTS F N 2 x H 1} A it FA 1 TRIA 4 AM R /! +© 2 LOCI S A S Y. 4U LOK 1 lock PGT IND STR! S 4U8 X `wx'i e� l re w + 4 PHIL. 76 4 ! A ! IA 7 00 x .19 ON 6 K 5 1 astro ols r. iambs do heo SCHL G L CO P. OOX 190 ' x .} r H x NT Y. F PTAY 1 r.h, ostro of PGT INDUSTRIES F 3PT Y :,� �•', 30 K (ACTIVE) 7 O P 7 O r.h. astm a! HAR OC 100 1 ! r I 2 D D- BOLT LO K 7 71P 1 ® r.h. ostra of HARLOC 820 .401 LAM W N 34 SILICON 6289 C W 899 35 #77 Ph . n. SM t+ "coo J 6 1 4 TAPC TYP JAMB _TYP. JAMB guar 37 .401 LAM. WIDLIPONT H.P.G 38 4 M, W N H C. .464 LAM. W LO N H. P. G. 40 2 POINT LOCK A55Y. 1® r.h. astro a/ PGT IN QUATRIES 47 8 x h. Ft. Tek SPENCER P U20UCTS MOD UCT REND. 2D A MErr 1 *4cs vh, a % 4 t O%A GNMff MW WANSM 009 cw ro sue. e Ext11eM1r4W Datt N�7t, 7 -- —�—� N1Ul?10. ♦� UIM1Y l.. I� • .. WCL".Mf.VLl tq'M�KJA7CEt��IY'� '.., D added ? t. lock into r.�aNlr= a 1070 Technology Dr. TYP. SILL • Nokomis, n. 34275 INDUSTRIES sWD -101 I 7 / _ YONNM: a.Kllplial: Robert i aark.PY 8. French Door — Anchora e 0. M. P.E. 7139712 vvim M. Sc.: sh-v Structural ° "" � 0.8. X 2/1 d /98 4 04 971 D i 71.750 MAX HIM 34.625 250 SPACE TYP. 907H PANELS rg -� MAX. SHIM g SPACE ACTIVE PANEL EXT ! R INACTIVA i ROU OPENING 6 1.750 1" SEE SHEET 3 ROUGH' FOR ANCHORS OPENYNG 7 72 5" a 3 rr Ir DAYLIGHT OPENWG �-+- - - 1.480 ROUGH t �{ 1 OPENING SP 3.000 250 HORIZONTAL SECTION 1.272.E 1.479 N� ERIOR r 4.000 1.750 95.750 39 93.625 84 314" PRODUCT RENEWED DAYLIGHT OPENING � -_L s4 AGX'EPTMiC2 Nu Off- U411 C =- RAM413A1T. Y�•WENM7E I LA. g ()y nww VERTICAL SECTION ��>,�rvN DUTiDMU Ot>27f�00Mri#KE U}YK1: r NT R 4.000 9 e.a ■pM: , „�. 0 odded 2 pt. lock info T 1070 Technology Dr. cK�w m ! Nokomis, Fl. �I � 4 a r 34275 s 1.489 .250 // � A- sm../ INDUSTRIES 489 4 U X SHIM r swD- ro r —.- SPACE � o� - a aroma xa y .aux ,P.E. n..,e 9 .: ��e �,: �.: French Door — Elevotions EXTERIOR I-r - 3.000 - 1 ` -ROUGH OPENING EE. #39712 Um.n sr n�n/oo au• PCT No: VrNW No: xm.: «e: .o�.mq N.. r.. Stmctnral D.B. 2/16/98 2- 971 D T ao FND.I.P.,12" � T - ° o FND.I. P.112" ' 3y�0 (NPRM 130.00'(8 & 4' Iron F ,. x x --L % 8 ° 69'08'40 110 °51'2 " 30.00' Brie 39.65' N L Planter b Conc. Driveway Q a ` 14.00' ° Con . Dec RESIDENCE " � 24.20' C( Im ri Tile Walk o # 10239 CBS Conc. je v Conc. o Stairs Q 25 21.30' Stirs 01� anvas k 12.10' 0 16.00' c° 30.02' c� r 4 ' 44.00' AJC &ick r Meta 16.10' Qs , / Planter lb 110 51'20' 0 °• o Shed o 3 ' 69`0840" °P ° 8.00' ° 5' Wood F.2 FND.I.P.112' 130.00'(8 &M) 4' Wire F. FND.LP.112" (NO ID) (NO ID) LOT 8 BLK 186 SC FND 1.1 (NO 10) T 9.0 j FND.1.P.1 12" 69 (NO (NO 10) M —� FND x .LP.1/2" PRM x � x 130.00'(R & 4 Iron F 'x x x . {NO �r x x x x x ccl� 69'08'40" 110 °5 ?.2 .. 8 co 30.00' Brick 39.65' [7 �: , ^' 4 •S 3 1 Planter 0 o; Conc. Driveway 8 i c � Con . Wood 14.00' ONE STORY Deck'-* RESIDENCE 24.20' G� *� Tile Walk o # 10239 CBS N Conc. N Stairs $ 4 Q St irs Q; ?S0 j' I anvas 21.90' 16.00' x 12.10' o a o C orch sS'/ V o 30 .0,2' o 4 44.00' Brick Planter o Shed 16.10' 110 0 51'20" �s0' � o S � 3' 65`08'40" aD ° 8.00' ° 5' Wood F.2 FND.I.P.1 /2" 130.00'(R &M) 4' Wire F. FND.I.P.1 /2' (NO ID) (NO ID) LOT 8 BLK 186 t BC FND I.P.1 /2" (NO 10) . , 'A! DADE NIIANII -DADE C4,UN "t Y. rLORiDA :NC CODE COMPLIANCE OFFICE (BCCO) METRO -DADE FLAGLER 13UILDING ;CT CONTROL DIVISION 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2001 FAX (305) 375- '?tN)S NO I CE OF ACCEPTANCE (NOA) PG` ` ,dustries 1076 fechnology Drive Not ,mis, FL 34274 Thus NOA is being issued tinder 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 a Roard .. F Rules and Appeals MOPA) to be used in Miami Dade County and other areas whe -e allowed by the ..ulhority having Jurisdiction (At [J). ' - 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 il:: v this product or material tested for quality assurance purposes. If this product or material fails to perform in the .c:cepted manner, the manufacturer will incur the expense of such testing and the ANJ may immediately re v, ,u- modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right tc .: iikc 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 oroduet is approved as described herein, and has been designed to comply with the High Velocity Hurricane L«nc ,, the Flot ida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window - Impact Resistant APPROVAL DOCUMENT: Drawing No.41 12, titled "Aluminum Horizontal Sliding Window ", sheets I throubr. 4 of 4, prepared, signed scaled by Robert L. Clark, P.E-. dated 5/22/02 bearing the Miami -!Dade aunty 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 L/ `':LING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. R.Ei%ENVAL 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. TEUMINATION 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 produ;,t, for sates, cdvertising or any other purposes shall automatically terminate this NOA. failurr to co , y with any section of t6 NOA shall be cause for termination and removal of NOA. ADVERTi ISF.MENT: The NOA number preceded by the words Miami -Dade County, Florida. and followed by the expiration dace may be displayed in advertising literature. If any portion of the NOA is display,;u, 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 1UA revues NOA # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez.. o NOA No 02 -0305.02 Expiration Date: May 20, 2007 Approval Date: Junt 27, 2002 Page 1 LARGE MISS ILE. IMF. - " -,CI W N S ITEM DEsniprioN v, QTY. /LOCATION VENDDp V I 1 GLAZING OPTIONS: A!SO SLE ' ABLE B=_OVr' AND GJ�LIt•;G ^f�A1L5 ENT. 2. 1 FLAMBE FRAME ?MB AIu m. FQ63 T.`) - i6 2 225 ( _ ALUMAx AF - 12225 - 1 / 6" ( 3S)) LAk4INATE0 GSII•+C v� %NSANTC SAFL:. r-v3 OR 2 'IXEC MEETING FAIL (A lum E 63 T 12226 ? _._ _ �_ - I ALU MAX _. AP- 12 ^ ^<2 (3 _ 1 JN' W/ O 4f1 E !hT_R.c °[ CTREEN (�j i _ �JASH MEET:N R E 63 -15 I ! I °d n' n r C rc. )T ' ! 1 : 1 1 ! 0 MAX iAF� '' 1 I A '/9 AINt , :C GL,--t k 4 SiDE R AIL AI r T5 E12236 _ -- A-U AF- /8 � � � iRENGTHL':El G SS 5 _ r,Z NG BFA Arum. 6 o6-- Ajo5345 _ y .__. A- YMAX I2 CONFGJRATIONS %G or Ox o I wINDLOAD ADAPTER 'g lum. 6053 -T 612236 ,4ir `dspon ar frame s I1 AL IIMAX _ AF -.223 j" l 7 RANGE HEAD (t tum. E063 -T5 612237 1 ALU AF -1 2237 3 DESIGN PRESSURF RAT NO: SEE TAQI.E 8 IFIANQF FRANCE SILL Alum. 6063 -T5 5'2238 1 a.L tJM AX AF- 12238 A N DATIVE DESIGN LOADS BASED 0 'ESTED PRESSURE & GLASS g r RAME SILL A DA_PiER A lum. E D63 -T5) 6'2239 1 _ A_I ,AF -12239 )- T ? ES 16 E ' 3. -98 0 SASH TOI' BOT. RA IL - T , t Alum E _r. 3 -1F' 612 240 ( 2 -T w '. IMAX AF - 1224 - 12240 B 1 '.15:'1V ! S GN ! :DS i3ASEQ N wF.;ER T T r +aLSSG�E er GLASS 1 iiLREEN RETA!' ;A lum . 60 6 ± -T5 £532377 ,! JMAX AF- 532317 ou TABLES ASTN L 1 3JO -98. 2 5 16 350 A;A - NATEO USR:S, 12 t, d�AN \FAC GLASS p, 4. ANCHORAGE S+f`'•_� ROW 0 FAS'ENEPz LOCAIEO 'rCLLIwS 'ER SHT 3 3 5 16 350 LAMINATED USkh', ^ 1 8 HF� Si'RENG GLAS r y AD & S;I, L 4 ANTI - !!FT CHANNFI (Amm. 6063 - 75 12244 t T6 mids on o! vent ALUMA _ AF 12244 MAX. 6' FROM CORNERS. t5 10 x '.000 Ph, F.. SMS 1710XI 4 Windload Ado ter screws 1FASTEC a MAX. 4' & E" ON EACr' SDE OF •oarlN^. J RAIL CENTERLINE. tb 6 x 1.000 PH. PAN SMS 76KIPPA 2 for onti -lift chonnell MERCHANTS FA STENER MAX 'S SPACING. P 7 WF ATHERSTRIP. ''4 1N WA BULB VINYL 5 8 11 per G lazing Bead) 'TEAM PLASTICS P -24' . _ _ AM' X1 8 1 08 x .500 PHIL. 'I SM; 785bA 7�Sweep Latch G lazing MERCHANTS FASTENER t 4 when usinia 2 Sweer, Latches` p, MAX. 6" FROd CORNERS 19 8 x_1A_QO _PHI' P.H. SMS ?61POA 22 Frome / bent os scr ews) M ERCHANTS I•A 5TENER MAX. 12 1/2" SPACING. c _ 7.0 SWEEP IA1CN 71046 11 11.5 from ends-vent mtg. roi MINIATURE 31E CASTING PGT.219 xX i I! 5. SHUTTER REOUIP,ENEN'. NP SHUTTERS REQUIRED _ 2 i' heio'a s >= 42" ( {Il l 6 REFEREK TES RrP'�R' kTL-1969 11 W:E° HOLSING " _ 0250 3 ' ®mids on 2 1 4' rrom ends MASTER TOOL _ 7--Ml pi ju pi 22 wEEG FLAP _ _ 7 0251 3 1 0mId ^rI 2 1 4 from ends ,Mn.STER TOOL i ' -41O -251 --74' MAX WIDTH -- --1 23 ROLLER HOUSING_ f 2 eo. end of vent to rail ! ASTER TOO 17C32 � r33 5/8" MAX 33 5/8" MAX 2a BR WHEEL 4 2 er FtOl:er HOUSin VINYL - TECH P.G.T. DAYLIGHT DAYLIGHT --� 15 WEATHERSRIP PII,E�FINSEAL 51062W 2 Over to ho roils & mtq. Fail SCNLEGEL COR P. FS762E -187 OPENING OPENING 26 SILICON 62899 DOW CORNING 699 ' ! 27 WEATHERSTRIP FL'L3 VINYL 6TF 49 1 9 vent amb roil TEAM PLASTICS - TP -249 DESIGN PRESSURE RATING: "75 P.S.F +66.7 P.S.F. ni I GLASS TYPE A OR B.DETERMINATION (SEE NOTE 1) 58 1/4" I ) WINDOW WINDOW HEIGHT MAX { WIDTH 26.000 38.375 44.000 50.625 63.000 FIXED LITE , 57" WAX 26.500 A A A A A DAYLIGHT OPENING // VENT 1 37.000 A A A A A DAYLIGHT 44.000 A A A A B OPENING 53.125 A A B o B YNUUGl7 Nl V1tiEp 3" MAX 63.000 A B 8 B 8 n aosMrlWl w11k rYe i7eriJr HFiGHT I r -r► ! 1116106111 Code 74.DDO A B B B B �are+neehe 0 G2 I � Gpinuw rr ? G n j e»a mfr M ;ria+: 14r0e lrM� w� F. K. 1 UPDATC FOR RENEWAL 'd rw+. I i ` arre Ir: N.::xionr. 7/24199 C -NO CMG iH15 SH L__�.__ _ — //� tr•. INDUSTRIES D 19 . 2 16 8 MAX T - 8' MAX I / OX ELDIATION & B.O.M. (LG. MISS MAX / SEL NOTE 4 ON MEETING RAIL ANCHORAGE ! (` ° N OK p�,s°0;;,, ° 5 A LUMINU M HORIZ SLI WINDOW F i kuherl t t'.1k I!f Ssnes/r nN I S-- /, S 7 Oron 1.., RK A� P 0. B0x 1525 --�— + ( —�__ F- 1'r X. 1 I A.KZIMS. fL 31274 HS -:rC �I i 1 �. q � 4112 EXTERIO MAX WIDTH ROUCH I "i MAX. DAYUGH OPFNIK, PEN,NC FOUGH I - � 1) 1 1 - \ 1 -7, 2 1 7 - :rN-NG — \ 1 - MAX. DAYO 2, - lic GHT OPENING 7 5 9 In I I 84 r (_ 2.784 6 , :0 �7) 177 O PENING 2.643-- .705 �—.500 i tom. Max. HORIZONTAL SECTIO FIXED 1;'F DAY!- C HT X. IIICuu OPCNIMC I VENT PL DAYLICHT MAX. OPENING rL C 3) HEIGHT JL T EXTERIOR 1/2 GLASS SITE 1/2 CLASS RITE 0 1 _�� 17 7 9 1/8 ANNEALED GLASS 1 /8" HEAT -- 4 STRENGTHENED CLASS - 2 1/2 C 5 6 2.694 .090 INTERLAYER (MONSANTO SA- — 1 .090 INTERLAYER (MONSANTO SAFLEX_ OR DUPONT W/BUTACITC) OR DUPONT W/BUTACITE) .5V /8" HEAT 8 t/8 ANNEALED GLASS — STRENGTHENED CLASS = �'I Q DETAI�S: 5/16" (.,'L 710 LAZ ING . D GLASS 'W. ff, ae R.4— ROI)k^,H 6 u F. K, 1115101 ADO GLASS DETAIL G IC rd OPEN114G __ - 0.ter "isi ohWal 0;;; 5122102 MN CHC THIS SH7 VERTC L SECTIO INDUSTRIES 211 6/98 ';E71ONC & GLAZING DETAIL Pw 1370 TECH"OLOGY DM E /7 NaKom". I. . ALUMINUM h.'ORI-IONTAL S0 VVINI)OW, Ruben ' Clark. P E P-0 BOX t�'." P; 7S7:2 NOxO.16. FL - pt$ -71G N1 2 Pt 4 4112 1 C w 1 APPROVED +� 2x WOOD BUCK APPROVED I WOOD BL r, K + _ ft C > �� I 1j4" MIN - 1 Z ia" Mq•„ Mw SHIM t--i /a" MIN. 1 /a" MAX. SHIM -.+ 1 1j;" M q� f 1/4" I/ 4' MAX. IF ` L AT 1 + MAX. . SHIM I I SHIM 3/16" OR 1 / 4 " #10 WOOD SCR_W 1� TAPCON W/ #12 HD I i i � : • f I I I �1 K (SEE NOTE 1) + 1•. ,! I #10 WOOD SCREW I I r v C A. L HEAD KCTION TYPICAL HEAD SEC TION it SU ATF. ! N WOO ANCHORING I " x i i 3/16` OR 1 /4" TAPCON W/ #12 HO J I r� (SEE NOTE 1) APPROVED APPRCVED_/ WOOD BUCK 2x WOOD BUCK; (110 WOOD SCREW pn•. 3/16" OR t /a" TYPICAL JAMB SECTION TYPICAL JAMB SECTION TAPCON W; #12 HD--j (SEE NOTE 1) SUBSTRA-E ANC RIN WOOD ANCHORING 1/4" MAX. SHIM f ^ 1 /1~ MAX - -- I N O`F.S: _ SHIM — - - I 1/4 MIN. 1. USE ONLY MIAMI - DADE COL "NT" APPROVED EICO OR ITW T.4PCONS. ' OR pullell n r�yCoo f 2. REFERENCE TEST R EPORT: F,!- 1969 eo«M �� GZ ` { . htq 8y: Oalr: S N°wsoM: 4 I 9 a F.K. i l/ /C I UPDATED Miml I ° • - -- I k A ZC : �!-IORAGE F. 5%22/92 r F,k IAPCGN GESIG.� APPROVED 2x WOCO BUCK C e 2 °M I6 ce ' i INDUSTRIIES TYPICAL SILL S TYPICAL SI -L SECTION I � _ _� nn: !n'OC ANCHORIN iO rpKOMIS fL�3 °R AL U M HORIZONiAz SLIGIN WIN nOW SUBSTR E AN ,u f%NG / r @OX 529 5.•.rr1N°err. Sedc Stiwf. I ; Foben 1 - . 0, rk, o P.E ^• (4° Al flev NOxQWS. F 34:74 NP" 1 1 o/4 C+n 1 --� �-- .705 062 r„ 1 --- .176 2 1.349 p 2.784 1.1 E7 .062 i ' == — i t .06' I i 187 L J h� 1.403 �- 1.29. !p - � ( .737 ? .081 - ; I j 1.970 I-- 2 FIXED MEETING RAIL OFLANGE FRAME JAMB 6063 -T5 ALUM. T OSASH SIDE RAIL SASH MEE • LNG RAIL 6063 -T5 ALUM. 6063 -T5 ALUM. 6053 -T5 ALUM 1h jl I �1 0 6 2 — CIE• ' _ — OS: -��— .723 1___ h — .062 -- T 678 .688 t�� 3 1 1.37 2. .. � _ _ t I 094 .050 I ~� 1..273 j. 1.122 O 5/16" GLAZING BEAD O WIND LOAD ADAPTER 6063 -T5 ALUM. 2. 7 10 i �'1 I - � r 2.710 U FLANGE FRAME HEAD O FLANGE FRAME SILL 6063 -T5 ALUM. 6063 - ALUM. I 062 1.187 4r-1 1.183 rlr 2,C74 L P1iUD{;LT RlY15ED 1.349 - _i a,"atmRao, '�fWSee Ro GG £i{dnlWWWpo '�G4 li l` � ._ � SASH T 80TTOM RAIL i Re.aa Br: Dolt: Rtwn�on,, 0 & D `J t d 0 .1i A4.+sacar M{t 6063 -T5 ALUM. R j it {rb /r� F.X. 1 5 2 2/02 ! C -NC CHC rNrs spl! OWRAME 5 Ll. ADA "`E;t j 4 Dtux it 7 Ot 6Co3 - "5 ALUM. f INDUSTRIES 1! ia�- I - - -- �� X EXTRUSl 1N PRC; ^1LE5 / 1070 7ECm -%Q0Y DRIVE �oeo„x. F1 , 471s AI_JVINUO NORI�ONTAL SbD1^:'G C�;rk.F.E. l.o .say - tn, � REFER'ENC TEST rEPORT: FTL 1969 i ___ ___ su �w 2 NO!Ou6. R 34 e74 1 HC -710 S �r � 4; _ r,( c �4h Asc t }k/ of an MV Amok 3 z,` Edward A. o i�Z( LANDERS, R (30S)823 -3438 0 /\j t�, CONSULTING ENGINEERS 3'P� c : ///� /� . 'v V .( D S lost 4. ... :... i .. . } .:......:: -{, - .. c ,,.. 0:t L r/A Ayt�- - -to ci i r) J=ti6 01" IWt� �- l'�/111 SS J✓LS g C--e p = +, 2 S, ?� 3 I 4-0�� c s P 3711.4-?- :Cf 3 +-.: te) = lP. 9:? e3 ic .......... Edward A. LANDERS, P.E. (305)823 -3938 CONSULTING ENGINEERS I Q. (i tv �- Sz`3 SZ, . N� G�lr - ems � cw �� sJv �.e s G,cr��ty uPc.cF R�, fr &3.. . � t P . U (� �.L� --� � Cam, �c.' E'� �✓�-nS Edward A. LANDERS, RE, (345)823 -3938 S - CONSULTING ENGINEERS 4 ?S7 1 to � 0 P.E. #038398 Edward A. DERS, RE, (305)823 -3938 CONSULTING ENGINEERS • t u - ue Uplift Strap Connector industries, Inc. Uplift 4" _ 3/12 Tluu 5/12 Pitch '1'hru Bolts Girder Truss Thru Bolts Plate "A" 13 "/16" Holes 3" x 5" x 1/4" o � Upper Bolts Edge distance 3" upper bolts = 4" 10" Lower Bolts 22" or 27" Bolt I " 3/4" Expansion Bolts Spacing 6 (See Note # 3) O 6 2„ Bolt Tie Beam 3 „ spacing Edge distance 8" x 12" 2 " lower bolts XX 3" Note: See table on page 28 for Lateral Loads and thru bolt diameters. j Product Code Description PLYS XX Material 133% U lift Ibs 160% Uplift lbs 2 Bolts lower 2 Bolts upper 4 Bolts 2 Bolts Iowa 2 Bolts upper 4 Bolts NVUCB 222 LF 22" Leg 2 3 % 1/4" Steel 7857 6502 1 * 10547 7857 6502 *12656 NVUCB 223 LF 22" Leg 3 5 t /2" 1/4" Steel 11108 6502 1 13546 11108 6502 13546 NVUCB 224 LF 22" Leg 4 7" 1/4" Steel 13546 6502 13546 13546 6502 13546 NVUCB 272 LF 27" Leg 2 3 %2" 1/4" Steel 7857 6502 * 10547 7857 6502 *12656 NVUCB 273 LF 27" Leg 3 5 t /2" 1/4' Steel 11108 6502 13546 11108 6502 13546 NVUCB 274 LF 27" Leg 4 7" 1/4" Steel 13546 6502 13546 13546 6502 .13546 r Values controlled per note 5. Structural Notes: 1. Structural steel shall conformtoASTMA36, yield strength 36000 psi. 2. All welding shall be minimum 1/4" with E70 electrodes and shall conform to latest AISC /AWS codes. 3. All ITW Ramset/Redhead Trubolt wedge anchors shall be per ICBO Evaluation Service Vipin N. Tolat, PE report #ER -1372 issued March 1, 2000. Minimum anchor embedment shall be 6 5/8 ". (Civil) Minimum normal weight concrete shall be 2000 psi. Anchor diameter is 3/45'• FL. Reg. # 12847 4. Uplift values shown are reduced for bolt spacing and edge distance per ER -1372. 5. Uplift values are also controlled by compression perpendicular to grain of 565 psi for Southern Pine perNDS -1997 with 133% and 160% factors applied. 6. All products are painted Royal Blue for easy identification. 7. This table is acceptable under rule 9B- 72.100(la)(5b) and 2(a) of Florida Building Commission. 24 wL Ito apt s N Ito vZ ,- �. tN P _ f ox �� sue►- -� �� - r �-- 7 ��. S -- �, �- � J- (4; F 13.x+3 c• 44, e v Z = P.E. #038398 Edward A. LANDERS, P.E. (345)823 -3938 C CONSULTING ENGINEERS 2, 4 l -��-. � to P.E.#038398 Edward A. ANDERS, P.E. (345)823 -3938 CONSULTING ENGINEERS TABLE3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic d Concrete Masonry Wall Properties Steel Reinforcement Properties t,. 8 in E, 29,000,000 psi t m =1,350 psi n For Effective Depth d = 3.8125 in F 60,000 psi (Table Arranged by Increasing MR) f -1,500 si N Y _ p Q- Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall 7 5/8" O F = 1,350 psi f = 1,500 psi (D Bar Bar Bar Bar Bar Spacing A, M Bar Spacing A, M Bar Spacing A, M Bar Spacing A, M Size (in) (W /ft) (in -lb /ft) Size (in) in' /ft) (in -lb /ft ) Size (in) (in /ft) (in -lb /ft) Size (in) (in'/ft) (in -lb /ft) CO 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1.19 21,860 8 72 0.13 8,928 7 8 0.90 19,008 8 72 0.13 8,310 7 8 0.90 20,647 4 24 0.10 8,348 6 8 0.66 17,730 6 56 0.09 7,804 6 8 0.66 19,201 7 72 0.10 8,114 8 16 0.59 16,609 5 40 0.09 7,753 8 16 0.59 18,055 6 56 0.09 7,840 T. 5 8 0.47 16,221 7 72 0.10 7,582 5 8 0.47 17,511 5 40 0.09 7,786 :3 7 16 0.45 15,650 6 64 0.08 6,829 7 16 0.45 16,963 6 64 0.08 6,860 > 8 24 0.40 15,040 5 48 0.08 6,508 8 24 0.40 16,306 8 96 0.10 6,696 C 6 16 0.33 14,499 4 32 0.08 6,306 6 16 0.33 15,660 5 48 0.08 6,534 CO 4 8 0.30 14,301 8 96 0.10 6,232 4 8 0.30 15,381 4 32 0.08 6,331 7 24 0.30 14,067 6 72 0.07 6,070 7 24 0.30 15,196 6 72 0.07 6,097 8 32 0.30 13,987 7 96 0.08 5,687 8 32 0.30 15,118 7 96 0.08 6,085 8 40 0.24 13,160 5 56 0.07 5,578 8 40 0.24 14,181 5 56 0.07 5,600 5 16 0.23 13,134 4 40 0.06 5,086 5 16 0.23 14,127 8 120 0.08 5,357 7 32 0.23 12,972 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0.06 5,104 6 24 0.22 12,896 5 64 0.06 4,881 6 24 0.22 13,871 5 64 0.06 4,900 8 48 0.20 12,465 6 96 0.06 4,552 8 48 0.20 13,392 7 120 0.06 4,868 7 40 0.18 12,103 7 120 0.06 4,549 7 40 0.18 12,982 6 96 0.06 4,573 6 32 0.17 11,758 5 72 0.05 4,339 6 32 0.17 12,592 5 72 0.05 4,356 5 24 0.16 11,506 4 48 0.05 4,264 5 24 0.16 12,315 4 48 0.05 4,278 7 48 0.15 11,374 4 56 0.04 3,655 4 16 0.15 12,171 4 56 0.04 3,667 4 16 0.15 11,374 6 120 0.04 3,642 7 48 0.15 12,171 6 120 0.04 3,658 6 40 0.13 10,836 5 96 0.04 3,254 8 56 0.17 11,479 5 96 0.04 3,267 8 56 0.17 10,684 4 64 0.04 3,198 6 40 0.13 10,888 4 64 0.04 3,209 7 56 0.13 9,749 4 72 0.03 2,843 7 56 0.13 10,432 4 72 0.03 2,852 5 32 0.12 9,598 5 120 0.03 2,603 8 64 0.15 10,044 5 120 0.03 2,614 8 64 0.15 9,349 4 96 0.03 2,132 5 32 0.12 9,643 4 96 0.03 2,139 6 48 0.11 9,105 4 120 0.02 1,706 6 48 0.11 9,146 4 120 0.02 1,711 7 64 0.11 8,530 7 64 0.11 9,128 W M W � r United Steel Products Caamha", ACCEPTANCE NO-. 01- 0912.0 EXPIRES: 101091201}8 NOTICE: O F ACCEPTANCE: SPCCIlk IC CONDITIONS 1. SCOM 1.1 This renews SM Mitet the Notice, afAcccpmwe No, 049.13.07. which was issued on 12/07/2000. Ic Approval wood +connectorx its described In Section -2 of this Notice of Acceptance designed to comply with tled South Florida Building Cade (SMC).1904 Edition lot Mlami -Dade County.- Cot the locations where the actual looms as dctermined by SFBC Clwtpter23, de, not t.xceed the design load indicatM in dta approved drawings. 2. PRODUCT DESCRIPTION 2.1 Tha USP Wood Conneetars shalt be fabricated and used in sti ict compliance with the fallowing de ems: Drawing No. MDADE and shhtets 1 of 1, titled 'IBfi AND TA SERIES ", pc+rpared by United Steel Ptodc= Company. dated 106101) with tea.rrevisions. Tht. drawings shall bear the M iarn Dadc County Product Contra! Approval stamp with. the Notice of Acceptance nuanber and approval date by the Miannl -Dude Product Control Division. These documas shall hereinafter be refemmd to as t1e;. appcovcd drawings. 3. LDWATIONS 3.1 Allowable toaets am for .Southem Yellow Pine or better witka specific gravity of 0S3 and moisture content of 19% or less. 3.2 Alibwahllc loads are bas 6d on testing per AMI D1761 and calculations per National Dosign Specifications for Wood Construction 1991 Edition 1993 . Etratl, 4. INSTAUA'T[1' N 4.1 The wood connectors shalt be installed in sttiet compliance with the apMvvd drawings. 51 LABELING 5.1 Each wood conocctor dealt bear a perneaauern tatact tiwate the manu&cturrr's name or logo, city, state and the &illowing;stawru t;.' -Vale County Product Controt Approved' 6. BUILDING MCtMT 6.1 Application lot Building Permit shall be accompaMed by copies or the U&Mng: 6.1.1 This Nlotice of AcoViance 6.1.2 Duplicaetc copies orthe approved drawings as identified in Scotian 2 ofthis Notice of Acceptance, ckatly marf led ten show the .# r+crs a nd "gles selected ror flee proposed installation„ 6.13 Any other docuynent required by the Building Official or the SFBC in ordcr to property evaluate tiro instillation o f thew products. CA lido Font. M Sr. Product Control Examiner Product Control Division 2 U nited Steel Producfs`Crrmnatty. ACCEPTAINCH NO. APIMOVED.6 1YQY 012 EXPIRES: 10109127008 i�t41'1CC_QhF ACCE 'T}l * CE STANDARD COIND I'iO S 1. Renewal of this Acceptanc6 (approval) shall be considced akr a rc IMIXl appiitation has beets filed and tho original nrbmittod documentation. Including test supporting data, engineering document's, am no older than tight (B) years. 2. Any and all approved products shall be pernuutently labeled with the matwfacturees name: city. state, and the rollowing statemeat: `MtIAMi -lam Macy Product Control Approves*' or as specifically stated. in [he specifie . conditions of this Acceptmact: 3. Renewals ofAcetptance wilt not be considered if.- a) There htos beea a change in the South F lo rida Building Ca& .affecting the cvaWtion of this pro4WA and the product is not in compliatrce.with the code changes, b) 11= Product is no longr the saner product 0 carticall as the one origimliy appfoved; C) It the AcceptiA a hdidet has not compl ed with all the requirements of this acceptance, including the correct nstalllat'on of the ptradtrcr, d) The engines' wbo mriginally pmrparetl, ripe .and sealed the required documentation initially submitted is no longer practicing dw ensitteeri" prvfassioii� 4. Any rcyixiort or clunl c in rho matcri , rte, andlotroanui`ae#ore ofthe product or prasess shall automatically be cause for termination of this A+c=pt;mce, unless prior written approval has been requested (titrough the Ming of a envision apphicalion with rsppropriate fcc) and .gonted by Ibis otTtc. a. Any.ortho following shall also arc grounds for removal o rthis Acceptance: :r) Unsatisfaetory pc rfornianct aF it, is product or prmess. h) Misuso orthis Acceptance as snsdomment. ofaay product. for sales, advertising or any o - Act purpose, C. T e'Notice of Acceptance number preceded by the words Miami lade County, l lorids. and followed by the expiration date tttay be displayed in advertistas literature. lfany portion or the Notice or Acceptance is displa)vd, then it sIWI be done in its cnllrety, I A copy of this Acceptancc as well. as approved drawing and other document% where it applies, shall be provided to the user by ttie watiu(zetuter at its distributors and shall ht avai liblo for hisp'ection at the job site at alt time. The enriamr aeed trot resizal the copies, S. ray lure to cmply with attjr section of this Accepu rze stall be ca Se for termination and removal of Ampt me. 9. This Nt I MI* of A ptance consists vfFagcs 1, 2 anvil this hot Tragic I Cand do Forst, M Sr. Product C o ntrol Exw inc Nadoct Control DivWon l tot) or 'Thais ACCEPTA NCE 3 nrN 'RAt NoT t. 1) STEEL SHALL CONrORM 10 ASTM A453 STRUCTURAL G RADC 337 AND A HINI.NUM & GALVANIZED COAT100 OW Y) rASIEMC.RS ARE CWMOH WIRE MAILS UNLESS PTHERWIYC NOTEn S) ALLOWABLE uPL1rT LDAYS HAVE DEEM INCREASED BY A, SHORT TCRH DUBAI IUM r^czna Or 3371 FOR WIND LOAR CUNAITION, NO rURTHCR 114CRCASE IS ALLUVED 41 ALLOVAYLC DnVN LOADS ARE NOT INCREASED L aY 14ORT TERM "AllW FACTOR 5Y ALLOWABLE. LOADS ARM FAS ON INC NATIONAL DESIGN SPCCU'ICATLcKs rOR WDOD CUNSTRticiIOI+ 1991 CDMON.t 7992 CRRATA, FOR SOUTNC.RN .YELLOW PINC Ma 0:55 DR 6CTICRr a TEST PCRrowty 1N ACCDRDANCC VIIH ASTM D1741 RT RAFTER TIE: SERIES TA /TAR TRUSS ANCHOR SERIES �il 14 GAUGE 1.4 GAUGE Product Aimonsion Fasteners Al low lel Product Dlmonslcn Fastener r OwatMeLoaid ' Cade , - __L 1Gd Down 100% ! lft 133% Code Lan _0 1. 5" L1 L2 111 6 3 0 TAI2ITAl2R 12" 5 :216 2t6 RT't0 �o "' e� 436 TAWTA141R 14" 8 216 246 R 12" $ 466 R TA161TA SRR 16" 6 216 46 T14 14" 10 6 7� TA101TA10R 18" T 216 346 1G ..... _.'_. 1 2' 6�t► 905 TA20tTA20R 20" 9 14 i2T 216 346 RT1$ 1$" 14 795 1020 TA221TA22R 22" 10 1156 256 346 16 906 `102Q TA 2A" 11 1270 256 346 _ X22 _ __ �1 0 0 Notes 1) L1 are loads applied paealW to bearingwal RT24 24" 18 1020 1020 2) L2 are loads applied perpendicttarto bearing wall RT2ti ? _ 18 „� 02i7 3} Ivir>rmLlmelTbodmentoftles4" RT30 ,30° 18 1030 02Q 4 ) Allowable loads for upiifti L1 and L2 are not to be combined TAR T A RT32 32" 18 1020 1020 MW mum tia➢ pensbacion f!5" 3 A" �_�. & „ 0 0 _,_020 G _1 1 ¢�Q_ 0 _ UNIMD sr XZL rnoDUCrs COMP RT38 3�'___ 1 8 1 20 1 u►:cGYID Al CG�firi;3 n'!!A lltf „ _..... _ ... Sorw Rot11A 19011! COE n 1�aopi� 3 a» IcurtAe. 1« saws RT r 4p” 1 1 020 1020 04TI ..� RT44 T 44" 0 _020 51 �.. } � R1 AND TA SERIES R -0B , 48 "�,_,,..,,,,�,,, 102Q _,_„_10 Q ta[GOOt L 41r141C![ sad •••. .".. *rLMAS 1) Number of fasteners shall be equally divided between rafter and stud 10110ps• coot COMf111110E ORM !0/06/00 ►ADrr ALLCF W sitAA.. CNGINCEN •C1VIO 2) Penetration is assum ed to be 1 1t2" into wood AM111410 kO LN- A412_0 r(oro1.� wro r.a sway rtcr rrv> I 1 HDAt1C Vatted Steel Products Cainjaaoy ACCEPTANCE NO: 01 - 012.05 APPROVED: NOY 0 t EXPIICE& 1010912008 NOT(CE OF ACCEPTANCE: SPECIFIC CONIIITIONS 1. SCOV9 1.1 'ibis renews aril re*'M the Robot afAccepaattcc No. 00. 00.13,07. which was issued on 1 2M712000. It im"r Tl woad connectors; at In Section :2 of this Notice brAccepmnce, designed to comply with tha South Florida 8uIlding+Ccda (SPIICf 1904 Edition for Wami•Dade County. Sot the locations Where the actual lam as determined by S� Clt�tpter 23', do am erected tlse design load indicated in ilia approval drawings. 2. PRODUCT 10ESCRII'TION 2 .1 The USP Wood Connectors shall be fabricaed and used In strict compliance with the fol lowutg documents_ Drawleg No. MDADE and sheets I of 1, tided f ill` AND TA SERIES ". prepared by United Steel Fmdtitas Company. daW I0106MO with no revisits. The-drawing shall bear the Miarni -Dade County Product Coniml Approvnl stamp with the Notice of Acc cl aanw number and approval date by the Munn l Dade Product Control Division. These documents shall hereinafter be referred to as the approved dmwingss. 3. LIMITATIONS 3.1 Allowable figs tact for .Southern Yelkkv Plate or better. with a specific gravity of 0.55 and moistm>r content of 19`yQ or less. 3.2 Allowable loods are based ore testing per ASTM D176I. and calculations per National Design Specifications far Wood Constnttction 1991 Edition & 1.9931 grata. 4. MSTAL.ATION 4.1 The wood connectors shall be installed in strict compliainee with the approved drawings, . LABELING 5.1 Cacti wood conocetor shall bear a perntaimit tats wan the manufacturer's name or logo, city, state and the fdI towing statcrucat *'g"MiiLtati- die County ProdwA Contrat Af,provcti' . 6. BUILDI PERMT 6.1 Application lot Bullding Pe mit shall be acccmpaatied by copies of the tkowing: 6.1. t 7bh Notate of A emptance 16.1.2 Duplicate copies oribe approved drawiass as idcndfl in Section 2 of this Notice of Acceptance, cta dy markd to shrew the rca and 40.Slcs selcctccd ror the proposed installation. 6.1.3 Any other document required by tha Building Ol'ticW or ilia SFBC in order to property cvaluatc the installation ofthesic products. Cundido Font. PE, Sr. Product Con rol Examincr ProdurA Control Division 2 . r U nited Steel Pr ACCEPTANCE NO: 01- 0912AS APPROVED: tQY 01 2001 EXPIRES: 10/09t2048. N4T1erC_t F ACCiE*TAIy - C STANDARD CONDt' ON:S I.. Ra wol of this Acceptarwt (appraval) shall be consWerd a(cr a r iew- -ut rapplicadon hu bccu riled and the criSinst subrttitted documentation. including test supporting data. +engincering documents. arc no older than tight (B) years. 2. Any and all appncrvrei products shall be perhttsmntiy It ekd with the matuhfacturees name. -city, state, aid the following, #M= UV, " Mtiami - Dae ea -county Product Coatmi Approvidw, ur is. spec ifically stated. in the spWille . conditions of this Aceeptanr=, 3. Renew th ofAsssc gter= will not be considered if a) Theirs ha. beer- a ctrttnge iA the South Floeids Building Cade.aifectirig the cvalvation orthis product and tho product . is not in compliwee.with the code changes; b) 17he product is no long the same product (isicatieall as the one originally approved. t) if the Acceptikce hd1der has not Complied with all the requircmCrtts or this acccptancs:, including the correct inmilation ofthe prodam d) 1'hc cagin= who originally preparr d, signed turd Wiled the rs5quired documentation in.ito - Mly submitted is no lunstr practicing the ensi tee<rittg ,profmico 4. Any ncvisi srt or rshazhOc in the ta¢t+cria use, and/or marturkture r fdie prpslttct at' pttitsess shall atit�tatical ly >x cause for termination of this A.cceptance. unicss pritwiwiticu appfoval has been requested (througih ihe: #-ling or revision application with appmpriatc fcc) and Smnled by this office. 5, Any .of the following shall also be grounds rot rskinowai orthis Acceptance: :h) Unsatisfactory perforniancu srf this product or prcls:css. b) misuse orthis Acceptance as-art a ndorsr:tmeat ofany product. for sales, advertising of any other purpose, f,. l be of Acceptance ntunbcr preceded by the %esds Mtiarni - Wde County. Florids. and followed by the" expiration date may be displayed in advertising. I iieratwe i portion or" Notice or Aeccpt n e is displayed, them it shall be done in its entirety, 7. A copy of this A:ct:elrtancc as well as ahpproveed drawings and lather documents. whem it appitcs, shhall be provided to the usar by ihr ntanufacturer or its distributors and shall be available tsar inspection at the job site at all time. The e nsiamr need not reseal t copies, S. Failure to cotttpiy with aay sectioht of this Acct ptartcc shall be czshsa for termitration and removal ofAcaepwmc. 9. This Notice df Atceptartee consists.-or pa�cs• 1, 2 ant this Ca; i pa&ei 3, Candido Faro, PC Sr. Proilrbct Control Exwnincr NIWOCt Control Nvision _ y r'Nr'RA NOTES 11 STCCI, SHALL CONrORM 10 AST" A&53 .....•..._. f.� ,,. • STRUCTURAL GRADC 32; AND A HIAIINUM GALVANRCD COATING Or GW . a) rASTCMGRS ARE COMMON VIAL ►+AILS 4P* —tSS OTHCRWIC NOTED INCREASED BY A� SHORT LOA DS CR►I DURAI ION rACIOR Or 33X FOR VIND LOAN MINDITION, HO rURTHCR INCRCASE 12 ALLOVCA 41 ALLOVADLC OWN LOADS ARC NOT INC.R£ASED L by SHORT TCRM DURATION FACTOR SY ALLOVADLE. LOADS ARC OASCA ON tHC NATIONAL DESIGN SPCCIrICATIONS rOR VOOO CONSTR7CTIUr. I"t COITION.% 1"2 £ARATA, FOR SOUTHERN .YCLLOV P1NC c6. 055 OR DCTTCRI 4 TEST PC:RrORHCD IN ACCORDANCE WIN AST" DIM RT RAFTER TIE SERIES TA /TAR TRUSS ANCHOR SERIES � � 14 GAUGE 1.4 GAUGC Product Dimension Fasteners A lowableLoad Product Dimension Fastener Allowable Load C ode - L.�:. , 1G�, Do n 00• 1�1{ 133 °h Code Lanot 10dx1.6 lift �L1 L2 . RT8 6 40 TAl21TAl2R K 6 216 24 . RT1 Q _ 10 455 TA141TA14R 14" 8 830 216 245 R 12" _0 456 TA'i&Wi R 'i8" 6 890 215 245 R 1 14" SO Sys 75 TA181TA1011 18" 7 870 216 346 1 ? TA201rA27R 20'• 9 _ 1040 21a 346 8718 1" 14 796 1020 TA221TA22R 22" 10 1166 256 345 j0. _ 2 1 6 _.9� 1020 TA 24" 11 9270 266 345 �L22 ?2 1 q 0 p s 1) L1 are 1 ohs ipE ed pataile! to bearing wall RT14 24'• 18 1020 10 0 2 ) L2 aryl loads applied pelpvullcufarto bearing wall 41 RTC_. 3) Mrlimum embodmantof11es4•' RT30 30" 18 pg.q 02Q 4) All owable loads for upi{ft; L1 and L2 are not to be combined TAR T RT32 32" 18 1020 1020 nao peneL°at {on 1JS" •' 1 102 R - 6 3 1 8 10 0 0 A)iitGYl4 AS L "i i HYlR3 KItA UE uN/Trn sTaZL rrennucrs cuNnAxr . � ..._J SOUTH R420A 111104 C01 „ r+ai iao ai •�twtA.. r.. saws R'r40 4.0" _ 18 _ 1020 _ 1020 Piy RT44 44" logo 020 yY —, �y,. ��( R1 AND TA SERIES 1030 10 Q,. 1ICODtlt t011410N s�Gl• .r,•, _.._ 10](0116 coot C011?loct 011 ! S +AOMA: KLch Kmac" 1) Number of fasten ere shall be equally divided between rafter and stud 10/06/00 Atwcaltw.a, crc,�ccD KW10 2) Penetration is assumed to be 1 V2" into wood AWPIAMCE ita 09/2.x5 rLCao1A rco ha sw+s a.icr rw> 1 1 MDAIIC Residential System Sizing Calculation Summary BURNSIDE Project Title: Code Only 290 NE 98 ST BURNSIDE RESIDENCE Professional Version MIAMI SHORES, FL Climate: South Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 5 r. Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heating load calculation 44412 Btuh Total cooling load calculation 54550 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 72.3 32100 Sensible (SHR = 0.7) 149.5 66500 Latent 283.5 28500 Total 174.2 95000 WINTER CALCULATIONS Winter Heating Load for 3690 sqft Load comp onent Load c4 %� Window total 340 sqft 7820 Btuh f Wall total 3900 sqft 14790 Btuh Door total 252 sqft 2666 Btuh cNargs�� %� Ceiling total 4500 sqft 5400 Btuh Floor total 3000 sqft 7500 Btuh rtaorsirr Infiltration 246 cfm 6236 Btuh Subtotal 44412 Btuh Duct loss 0 Btuh? TOTAL HEAT LOSS 1 44412 Btuh LCULATIONS Summer Conlin Load for 3690 A)- I f* Load compo nent lo Window total 340 7 t Walt total 3900 0 u Door total 252 1 Btu Ceiling total 4500 s 0" Btuh T � i . } Floor total 0 Btuh Infiltration 216 cfm 3559 Btuh Internal gain 3600 Btuh cearra, Subtotal(sensible) 44496 Stuh Scs% Duct gain 0 Btuh Total sensible gain 44496 Btuh Latent gain(infiltration) 8213 Btuh Latent gain(internal) 1840 Btuh E A a Total latent gain 10053 Btuh PREPARED BY' TOTAL HEAT GAIN 54550 Btuh DATE: _ t System sizing Calculations - Winter Residential Load - Component. Details BURNSIDE Project Title: Code Only 290 NE 98 ST BURNSIDE RESIDENCE Professional Version MIAMI SHORES, FL Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F 918/2004 Window Panes/SHGC /Frame /U Orientation Area X HTM= Load 1 1, Clear, Metal, 1.00 N 60.0 23.0 1380 Btuh 2 1, Clear, Metal, 1.00 S 32.0 23.0 736 Btuh 3 1, Clear, Metal, 1.00 E 24.0 23.0 552 Btuh 4 1, Clear, Metal, 1.00 E 40.0 23.0 920 Btuh 5 1, Clear, Metal, 1.00 W 4.0 23.0 92 Btuh 6 1, Clear, Metal, 1.00 W 30.0 23.0 690 Btuh 7 1, Clear, Metal, 1.00 S 60.0 23.0 1380 Btuh 8 1, Clear, Metal, 1.00 E 90.0 23.0 2070 Btuh Window Total 340 7820 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 5.0 1980 3.3 6534 Btuh 2 Frame - Exterior 5.0 1920 4.3 8256 Btuh Wall Total 3900 14790 Btuh Doors Type Area X HTM= Load 1 Wood Exter 210 10.6 2222 Btuh 2 Wood - Exter 42 10.6 444 Btuh Door Total 252 266613tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 19.0 4500 1.2 5400 Btuh Ceiling Total 4500 540013tuh Floors Type R -Value Size X HTM= Load 1 Raised Wood/Enclosed 0 3000.0 sgff 2.5 7500 Btuh. Floor Total 3000 7500 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 36900(sgft) 246 6236 Btuh Mechanical 0 0 Btuh Infiltration Total 246 6236 Btuh Subtotal 44412 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.00 ) 0 Btuh Total Btuh Loss 44412 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGG numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Neat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on- grade or area for all other floor types } Manual J Summer Calculations Residential Load - Component Details (continued) BURNSIDE Project Title: Code Only 290 NE 98 ST BURNSIDE RESIDENCE Professional Version MIAMI SHORES, FL Climate: South 9/8[2004 Subtotal 44496 Btuh Duct gain(using duct multiplier of 0.00) 0 Btuh Total sensible gain 44496 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 8213 Btuh Latent occupant gain (8 people @ 230 Btuh per person ) 1840 Btuh Latent other gain 0 Btuh TOTAL GAIN 54550 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF for default) (Irish Interior shading device: none(N), BlindstDaperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) System sizing Calculations summer Residential Load - Component Details BURNSIDE Project Title: Code Only 290 NE 98 ST BURNSIDE RESIDENCE Professional Version MIAMI SHORES, FL Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 9/8/2004 Type Overhang Window Area(sgft) HTM Load Window PanesfSHGC /U/inStVExSh Ornt Len Hat Grass Shaded Unshaded Shaded Unshaded 1 1, Clear, 1.00, B, N N 2 12 60.0 0.0 60.0 18 18 1080 Btuh 2 1, Clear, 1.00, B, N S 2 12 32.0 32.0 0.0 18 28 576 Btuh 3 1, Clear, 1.00, B, N E 2 12 24.0 0.0 24.0 18 52 1248 Btuh 4 1, Clear, 1.00, B, N E 2 12 40.0 0.0 40.0 18 52 2080 Btuh 5 1, Clear, 1.00, B, N W 2 12 4.0 0.0 4.0 18 52 208 Btuh 6 1, Clear, 1.00, B, N W 2 8 30.0 0.0 30.0 18 52 1560 Btuh 7 1, Clear, 1.00, B, N S 2 8 60.0 60.0 0.0 18 28 1080 Btuh 8 1, Clear, 1.00, B, N E 2 8 90.0 18.7 71.3 18 52 4045 Btuh Window Total 340 11877 Btuh Walls Type R- Value Area HTM Load 1 Concrete - Exterior 5.0 1980.0 2.2 4356 Btuh 2 Frame Exterior 5.0 1920.0 4.2 8134 Btuh Wall Total 3900.0 12490 Btuh Doors Type Area HTM Load 1 Wood - Exter 210.0 10.4 2184 Btuh 2 Wood - Exter 42.0 10.4 437 Btuh Door Total 252.0 2621 Btuh Ceilings Type /Color R- Value Area HTM Load 1 Under Attic/Dark 19.0 4500.0 2.3 103W Btuh Ceiling Total 4500.0 10350 Btuh Floors Type R- Value Size HTM Load 1 Raised Wood 0.0 3000.0 sgft 0.0 0 Btuh Floor Total 3000.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 36900 215.7 3559 Btuh Mechanical 0 0 Btuh Infiltration Total 216 3559 Btuh Internal Occupants Btuh/occupant Appliance Load g ain 8 X 300 + 1200 3600 Btuh I�. �E LEVEL (EPL) ENERGY PERFO µ DISPL111 .21 ESTIMATED ENERGY PERFORMANCE SCORE'S = 85.8 The higher the score, the more efficient the home. BURNSIDE, 290 NE 98 ST, MIAMI SHORES, FL, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi- family Single family - a. Central Unit Cap: 29.0 kBtu/hr - 3. Number of units, if multi- family 1 - SEER: 12.00 - 4. Number of Bedrooms 4 _ • b. Central Unit Cap: 17.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 12.00 - 6. Conditioned floor area (ft 3690 ft c. 2 Others Cap: 22.0 kBtu/hr - 7. Glass area & type Single Pane Double Pane - - a. Clear - single pane 340.0 ft 0.0 ft _ 1 Heating systems b. Clear -double pane 0.0 ft 0.0 ft _ a. Electric Strip Cap: 10.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft 0.0 ft2 _ COP: 1.00 - d. Tint/other SHGC - double pane b. Electric Strip Cap: 8.5 kBtu/hr - 8. Floor types COP: 1.00 - a. Raised Concrete R =0.0, 3000.OfF - c. 2 Others Cap: 13.6 kBtu/hr - b. N/A - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R =5.0, 1980.0 R EF: 0.89 - b. Frame, Wood, Exterior R =5.0, 1920.0 ft _ b. N/A - c. N/A d. N/A _ a Conservation credits - e. N/A (HR -Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R=19.0,4500.0 ft - 15. HVAC credits PT, CF, - b. N/A - (CF- Ceiling fan, CV -Cross ventilation, a N/A HF -Whole house fan, 11. Ducts _ - ostat, a. Sup: Con. Ret: Unc. AH: Interior Sup. R =6.0, 83.0 ft _ u ne W91 b. N/A u ne h g) I certify that this home has complied with the Florida Energy Effi n Construction through the above energy saving features which will o4� ST42B in this home before final inspection. Otherwise, a new EPL Displa d OPI;Y y os, based on installed Code compliant features. Bt,}ilder Signature: Date: a Atklress of New Home: City/FL Zip: coo we *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE Energy&P designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec•ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, Ff P"R NA An'% FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 290 NE 98 ST, MIAMI SHORES, FL, PERMIT #: BASE AS- BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 3690.0 32.50 21586.5 Single, Clear N 2.0 12.0 60.0 36.46 0.98 2135.1 Single, Clear S 2.0 12.0 32.0 66.93 0.96 2047.2 Single, Clear E 2.0 12.0 24.0 78.71 0.97 1833.3 Single, Clear E 2.0 12.0 40.0 78.71 0.97 3055.5 Single, Clear W 2.0 12.0 4.0 70.53 0.97 274.0 Single, Clear W 2.0 8.0 30.0 70.53 0.92 1942.3 Single, Clear S 2.0 8.0 60.0 66.93 0.87 3510.2 Single, Clear E 2.0 8.0 90.0 78.71 0.92 6499.4 As -Built Total: 340.0 21297.2 WALL TYPES Area X BSPM = Points Type R- Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 1980.0 2.00 3960.0 Exterior 3900.0 2.70 10530.0 Frame, Wood, Exterior 5.0 1920.0 4.71 9051.4 Base Total: 3900.0 10530.0 As -Built Total: 3900.0 13011.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 210.0 9.40 1974.0 Exterior 252.0 6.40 1612.8 Exterior Wood 42.0 9.40 394.8 Base Total: 252.0 1612.8 As -Built Total: 252.0 2368.8 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 4500.0 2.80 12600.0 Under Attic 19.0 4500.0 3.72 X 1.00 16740.0 Base Total: 4500.0 12600.0 As -Built Total: 4500.0 16740.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Concrete 0.0 3000.0 0.80 2400.0 Raised 3000.0 -2.16 - 6480.0 Base Total: - 6480.0 As -Built Total: 3000.0 2400.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3690.0 18.79 69335.1 3690.0 18.79 69335.1 r r r FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details F ADDRESS:290 NE 98 ST, MIAMI SHORES, FL, PERMIT #: BASE AS- BUILT Summer Base Points: 109184.4 Summer As -Built Points: 125152.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 125152.5 0.162 (1.004 x 1.165 x 0.90) 0.284 0.902 5465.7 125152.5 0.162(1.00 x 1.165 x 1.00 0.284 0.902 5465.7 125152.5 0.250(1.00 x 1.165 x 1.00 0.284 0.902 8447.0 125152.5 •0.426(1.00 x 1.165 x 1.00 0.284 0.902 14409.6 109184.4 0.4266 46578.1 125152.5 1.00 1.053 0.284 0.902 33788.0 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 290 NE 98 ST, MIAMI SHORES, FL, PERMIT #: BASE AS- BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 3690.0 2.36 1567.5 Single, Clear N 2.0 12.0 60.0 6.03 1.00 360.4 Single, Clear S 2.0 12.0 32.0 4.49 1.00 143.8 Single, Clear E 2.0 12.0 24.0 4.77 1.01 116.0 Single, Clear E 2.0 12.0 40.0 4.77 1.01 193.4 Single, Clear W 2.0 12.0 4.0 5.49 1.00 21.9 Single, Clear - W 2.0 8.0 30.0 5.49 1.00 164.5 Single, Clear S 2.0 8.0 60.0 4.49 1.02 274.8 Single, Clear E 2.0 8.0 90.0 4.77 1.02 438.5 As -Built Total: 340.0 1713.3 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 1980.0 0.90 1782.0 Exterior 3900.0 0.60 2340.0 Frame, Wood, Exterior 5.0 1920.0 1.29 2468.6 Base Total: 3900.0 2340.0 As -Built Total: 3900.0 4250.5 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 210.0 2.80 588.0 Exterior 252.0 1.80 453.6 Exterior Wood 42.0 2.80 117.6 Base Total: 252.0 453.6 As -Built Total: 252.0 705.6 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 4500.0 0.10 450.0 Under Attic 19.0 4500.0 0.14 X 1.00 630.0 Base Total: 4500.0 450.0 As -Built Total: 4500.0 630.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Concrete 0.0 3000.0 1.00 3000.0 Raised 3000.0 -0.28 -840.0 Base Total: -840.0 As -Built Total: 3000.0 3000.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 3690.0 -0.06 -221.4 3690.0 -0.06 - 221.4 t t FORM 60OA -2001 WINTER CALCULATIONS . Residential Whole Building Performance Method A - Details ADDRESS: 290 NE 98 ST, MIAMI SHORES, FL, PERMIT* BASE AS -BUILT Winter Base Points: 3749.7 Winter As -Built Points: 10078.1 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 10078.1 0.312 (1.009 x 1.137 x 0.91) 1.000 0.950 3113.8 10078.1 0.265(1.00 x 1.137 x 1.00) 1.000 0.950 2646.7 10078.1 0.212(1.00 x 1.137 x 1.00) 1.000 0.950 2117.4 10078.1 0.212(1.00 x 1.137 x 1.00) 1.000 0.950 2117.4 3749.7 0.6274 2352.6 10078.1 1.00 1.044 1.000 0.950 9995.3 FORM 60OA -2009 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 290 NE 98 ST, MIAMI SHORES, FL, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2369.00 9476.0 50.0 0.89 4 1.00 2342.38 1.00 9369.5 As -Built Total: 9369.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 46578 2353 9476 58407 33788 9995 9370 53153 PASS p O & I'M STA we r TORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 290 NE 98 ST, MIAMI SHORES, FL, PERMIT #: �SA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHE K Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windowsidoors & frames, surrounding wall; foundation & wall sole or sill plate, joints between exterior wall panels at comers; utility / penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.22 Penetrations/openings >1I8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed ✓ to the perimeter penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinefs'sealed to continuous air barrier; gaps In gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.12.4 Type IC rated with no penetrations, sealed; or Type IC or non - IC rated, installed inside a seated box with 1 12' clearance &!Y' from insulation; or Type IC rated with < 2.0 cfm from l conditioned spa tested. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor qqvq between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit 1 breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se p each readily accessible manual or automatic thermostat for each s em. Insulation 604.1, 602.1 Ceilings-Min- R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. DORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: BURNSIDE RESIDENCE Builder. Address: 290 NE 98 ST Permitting Office: DADE City, State: MIAMI SHORES, FL Permit Number: Owner: BURNSIDE Jurisdiction Number: 23100 Climate Zone: South 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 29.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 17.0 kBtu/hr T 5. Is this a worst case? No _ SEER: 12.00 _ 6. Conditioned floor area (f1 3690 ft= c. 2 Others Cap: 22.0 kBtu/hr _ 7. Glass area & type Single Pane Double Pane a. Clear glass, default U- factor 340.0 fF 0.0 fF _ la. Heating systems b. Default tint 0.0 11 0.0 ft _ a. Electric Strip Cap: 10.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft 0.0 ft2 COP: 1.00 _ 8. Floor types _ b. Electric Strip Cap: 8.5 kBtu/hr a. Raised Concrete ft _ COP: 1.00 _ b. N/A - c. 2 Others Cap: 13.6 kBtu/hr _ c. N/A _ 9. Wall types _ 14. Hot water systems a. Concrete, Int Insul, Exterior R=5.0,1980.0 fie _ a. Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Exterior R =5.0, 1920.0 ft _ EF: 0.89 c. N/A _ b. N/A _ d. N/A e. NIA c. Conservation credits _ 10. Ceiling types _ (HR -Heat recovery, Solar a. Under Attic R=19.0,4500.0 ft _ DHP- Dedicated heat pump) b. N/A _ 15. HVAC credits PT, CF, c. N/A (CF- Ceiling fan, CV -Cross ventilation, 11. Ducts _ HF -Whole house fan, a. Sup: Con. Ret: Unc. AH: Interior Sup. R=6.0, 83.0 ft _ PT- Programmable Thermostat, b. N/A MZ-C- Multizone cooling, MZ -H- Multizone heating) Glass /Floor Area: 0.09 Total as -built points: 53153 PASS Total base points: 58407 PASS 1 hereby certify that the plans and specifi ations eyed Review of the plans and b)rthis calculation are in compliance t F1 a specifications covered by this o A Energy Code. calculation indicates compliance �o with the Florida Energy Code. h 'm =` , ,N 4 PREPARED BY: Before construction is completed DATE L this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 � compliance with the Florida Energy Code. Florida Statutes. WE IL OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: BUILDING INPUT SUMMARY REPORT Tale: BURNSIDE RESIDENCE Family Type: Single Address Type: Street Address Owner: BURNSIDE New/Existing: New Lot #: NIA W # of Unds: 1 Bedrooms: 4 Subdivision: NIA ) Builder Name: (blank) Conditioned Area: 3690 Platbook: NIA 0 Climate: South Total Stories: 2 Street: 290 NE 98 ST IlL Permit Office: DADE Worst Case: No County: DADE Jurisdiction #: (blank) Rotate Angle: 0 City, St, Zip: MIAMI SHORES, FL, (f� # Floor Type I vm R -Val Area/Perimeter Units N # Door Type Orientation Area Units 1 Raised Concrete 0.0 3000.ott 1 x 1 Wood Exterior 42.0 11 5 O Q 2 Wood Exterior 21.0 11 2 i LL y # Ceiling Type R Val Area Base Area Units # System Type Efficiency Capacity (, 1 Under Attic 19.0 4500.0 11 4500.0 ft 1 Z 1 Central Unit SEER: 12.00 11.0 kBtu/hr Z J 2 Central Unit SEER: 12.00 11.0 kBtu/hr 3 Central Unit SEER: 12.00 17.0 kBtu/hr O 4 Central Unit SEER: 12.00 29.0 kBtuihr W O V Credit Multipliers: None U 1 Credit Multipliers: Ceil Fn, PT # Wall Type Location R -Val Area Units # System Type Efficiency Capacity N 1 Concrete Block - Int Insul Exterior 5.0 990.011 2 Z 1 Electric Strip COP: 1.00 10.0 kBtuihr J 2 Frame - Wood Exterior 5.0 960.0 11 2 2 Electric Strip COP: 1.00 8.5 kBtuthr J 3 Electric Strip COP: 1.00 6.8 kBtuihr Q Q 4 Electric Strip COP: 1.00 6.8 kBtu/hr LLJ Credit Multipliers: PT p Y # Panes Tint Ornt Area OH Length OH Hght Unit # Lotion Locatnion a Handier R ° Val iy Lengtf� 1 Single Clear N 20.0 tF 2.0 ft 12.0 R 3 1 Cond. Uncond. Interior 6.0 83.0 It 2 Single Clear S 8.0 11 2.0 ft 12.0 ft 4 (� 3 Single Clear E 6.011 2.0 ft 12.0 ft 4 4 Single Clear E 20.0 11 2.0 It 12.0 it 2 5 Single Clear W 4.011 2.0 it 12.0 it 1 Credit Multipliers: None 6 Single Clear W 15.0 11 2.0 ft 8.0 ft 2 7 Single Clear S 30.0 11 2.0 It 8.0 It 2 # System Type EF Cap. Conservation Type Con. EF 8 Single Clear E 30.0 ft' 2.0 ft 8.0 It 3 {J.1 1 Electric Resistance 0.89 50.0 None 0.00 a N # Use Default? Annual Operating Cost Electric Rate 1 Yes NIA WA O LL Q LU Rater Name: CodeOnly Pro Class #: 3 Pool Size: 0 V Rater Certification #: CodeOnlyPro Duct Leakage Type: NIA Pump Size: 0.00 hp N Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric L Area Under Incandescent: 3690.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating info shown HRV/ERV System Present ?: No Avg Cell Hgt:10 PnarnwfZoeinaM ALzrcinn• Gi DrDR %ei ZM Residential System Sizing Calculation . Summary BURNSIDE Project Title: Code Only 290 NE 98 ST BURNSIDE RESIDENCE Professional Version_ MIAMI SHORES, FL Climate: South Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidit data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 56 r. Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heating load calculation 44412 Btuh Total cooling load calculation 54550 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 72.3 32100 Sensible (SHR = 0.8) 122.3 54400 Latent 135.3 13600 Total 124.7 68000 WINTER CALCULATIONS Winter Heating Load for 3690 sqft Load component Load .. .. :c,aas� Window total 340 sqft 7820 Btuh Wall total 3900 sqft 14790 Stuh Door total 252 sqft 2666 ` Btuh Ceiling total 4500 sqft 5400 Btuh Floor total 3000 sqft 7500 Btuh Infiltration 246 cfm 6236 Btuh Subtotal 44412 Btuh Duct loss 0 Btuh. TOTAL HEAT LOSS 44412 Btuh - - SUMMER CALCULATIONS Summer Cooling Load for 3690 sq ft Load component Load Window total 340 sqft 11877 Stuh Wall total 3900 sqft 12490 Btuh Door total 252 sqft 2621 Btuh 3r }. Ceiling total 4500 sqft 10350 " Btuh Floor total 0 Btuh h °' Infiltration 216 cfm 3559 Btuh Intl kiw _ Internal gain 3600 Btuh ; Subtotal(sensible) 44496 Btuh Duct gain 0 Btuh Total sensible gain 44496 Btuh Latent gain(infiltration) 8213 Btuh Latent gain(internal) 1840 Btuh EnergyGauge® System g ba ta PREPARED BY: Total latent gain 10053 Btuh DATE: TOTAL HEAT GAIN 54550 Btuh BOUNDARY SURVEY L 0 C A t' I ON SKETCH V ., S C ?. L E : N T S , Ql4U 75 Ate. 92, dS' ��/ j iEA. 77 9 t 5Y d 0 i t t Z w r ive-- t> ✓1 ui x ILI 3 I Z�Q� ,�` t 50 , so -> p C� C W y ' + srn —_ ___-._��+_P - ..�•.. �f � - - _ . - 1�YF' r t O O R 11 i i t I 1 2 a O U U c 0 � N_ - °V I r LLI jM i c a 5 Veto Yo g .', [ -s �`` °' ?� CERTIFIED TO: JEFFREY BURNSIDE AND ELAINE HAZLETT BURNSIDE, HIS WIFE, 290 N.E. M ° '' I � 'tip; Pf t, ') '98TH ST., MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., ATTORNEYS' w a ° LL { `� �f �'� ' TITLE INSURANCE FUND, INC., BANKERS MORTGAGE TRUST, INC., ITS SUCCESSORS AND /OR UU �:� �, � z a w t i - ` ` ^' r ASSIGNS, ATIMA. O z S4 U ", ' ,� / ' b,'.� E•IC LEGAL DESCRIPTION: LOT -1 AND 2 6LOCK 31 AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 Q 4 a u z, d j __ _ - - - 1 ` �c, 4L —L.�` JVAA1�4, _._�_.•___ ._ _..W __ OF SUBDIVISION („ fi u' z z� ACCORDING TO THE PLAT THEREOFAS RECO^JED IN PLAT BOOK 10 AT PAGE 70 m x �r a nOOU a ,,t MIAMI -DADE a v3�8 Fa� r OF THE PUBLIC RECORDS OF ;COUNTY, FLORIDA.' INN NOT V,iLro UNLESS Ekaosseo WITH ELEVATION BASE ON I HEREBY CERTIFY That the survey represented SINCE 1987 SURVEYOR'S SEAL CBM# ELV. ,'� a hereon meets the minimum technical requirements $LAI�TCO SURVEYORS INC. LOCATOR INDEX�6 r r \+ sur adopted by the STATE OF FLORIDA Board of Land i : a e o rs • Land_Su.rveYOrs • Planners LB # 0007059 pursuant to Section 472.027 Florida �ngln2.fS SURVEYOR'S NOTES: 1) OWNERSHIP IS SUBJECT TO OPINION OF TI}r E. 2) E� IOI 0 THE ABSTRACT OF Statutes. 555 NORTH SHORE DRIVE . •'� TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED.INSTREMEN5,, FECT PROPERTY. There are no encroachments. overlaps. easements � f 3) NO UNDERGROUND IMPROVEMENTS WERE LOCATED. 4) ELEVATIONS Al2 RE ft TO N ONAL GEODETIC appearing On the plat or v,slbre easements other MIAMI BEACH FL 33141 1a1 VERTICAL DATUM OF 1929. 5) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN IN THIS SURVEY THAT MAY than as shown hereon —J BE FOUND IN PUBLIC RECORDS OF MIAMI —DADE COUNTY. 6) LEGAL DESCRIPTION PROVIDED BY CLIENT. 7) iNLESS ( 305) 86 -1200 F aX (305)(865-7810 OTHERWISE NOTED RECORDED AND MEASURED DATA ARE IN SUBSTANTIAL AGREEMENTS. 8) BEFORE ANYCONSTRUCTION' " REVISED THE SET BACKS MUST BE CHECKED. 9) THIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSES ONLY, FLOOD ZONE: SUFFIX: :J DATE' 017 -95 BASE; A EXCLUSIVELY FOR THE USE BY THOSE TO WHOM IT IS CERTIFIED—THIS SURVEY IS NOT TO BE USED FOR PEE 0093 COMMUNITY # 120652 CONSTRUCTION PERMITTING, DESIGN OR OTHER USE WITHOUT THE WRITTING CONSENT OF THIS COMPANY ADIS N . NUNEZ DATE: SCALE: DWN. BY: JOB No. 10) BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE REGISTERED LAND SURVEYOR STATE OF FLORIDA - 4 5924 1 - 0 *2 1'.' =.'20' F. �� CO 02- µ ' lam NATIONAL FLOOD INSURANCE PROGRAM U. IV). b. INO. 3Uti / -UU a ELEVATION CERTIFICATE Expires December 31, 200 Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION ME For Insurance Company Use: -At 1RNSIDE Policy Number EET ADDRESS (Including A Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number MI SHORES STATE ZIP CODE PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 33138 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, ff necessary.) RESIDENTIAL LATITUDE/LONGITUDE ( HORIZONTAL DATUM: ##.##" or ##. 0 ) El NAD NAD 1927 ❑ NAD 1983 SOURCE: ❑ {type): ❑ SGS Quad Map El Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME &COMMUNITY NUMBER 62. COUNTY NAME VILLAGE OF MIAMI SHORES 120652 DADE 83. STATE FL. M. MAP AND PANEL NUMBER B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) B5. SUFFIX 66. FIRM INDEX DATE EFFECTIVEIREVISEDDATE 88. FLOOD ZONE(S) 2cw e AO, s ce, th of tlooda"g) 1202500093 J 7/17/95q 610. Indicate the source sourced the Base Flood Elevation (BFE) data or base flood depth entered in B9. X NA ❑ FIS Profile ® FIRM ❑ Community Determined B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ Other O ❑ NAVD 1988 ❑Other (Describe): B12. Is the building located in a coastal Barrier Resources System (CBRS) area or Otherwise Protected Area OPA ( ) ❑Yes 0 N Designation Date SECTION C BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building nder Construction* 9 ®Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - sbe pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? El a) Top of bottom floor (including basement or enclosure) 11 8 ft m ❑Yes No El b) Top of next higher floor — — ❑ c) Bottom of lowest horizontal structural member V zones only) N, A ft.(m) ( Y) N. A ft.(m) El 0 0 d) Attached garage (top of slab) 10 1 ft (m) w 13 0 e) Lowest elevation of machinery and/or equipment servicing the building (Describa in a Comments area) 10.6 ft.(m) o ❑ f) Lowest adjacent (finished) grade (I A G) 9.9 ft.(m) C) g) Highest adjacent (finished) grade (HAG) Z �t ❑ h) No. of permanent openings (flood vents) within 1 ft, above adjacent grade 16 ❑ i) Total area of all permanent openings (flood vents) in C3.h .8775 sq. in. (sq, cm) J 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. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME :WILLIAM MICHAEL CARR LICENSE NUMBER 5092 TITLEVICE PRESIDENT COMPANY NAME ALL COUNTY SURVEYORS ADDRESS 5950 W OAKLAND PARK BLVD #108 CITY STATE ZIP CODE SIGNATURE LAUDERHILL FL 33313 DATE TELEPHONE 7129 954 - 777 -4747 FEMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions uUILUIN(� 5 i REE I ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number CITY STATE ZIP CODE Company NAIL Number. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenYcompany, and (3) building owner. COMMENTS Y JOB # 04 -21592 y ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4, If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(om) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) above the highest adacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and /or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunity'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, C (Items C3.h and C31 only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my krrowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATfVE'SNRME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1, ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state 02. C A community oftid�ai completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or local law to ce elevation information. Indicate the source and date of the elevation data In the Comments area below.). v or Zone A0. G3 ❑ The following information (Items G4-G9) is provided for community floodplain management purposes, G4. PERMIT NUMBER G5. DATE PERMIT IS SU E D G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8, Elevation of as -built lowest floor (including basement) of the building is: Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE > COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions The following pages were originally attached to plans with the following permit # �� 2-cog- -32-9 I 7-t C �3 _ I 1 I 434.- r_ 1 o G o-t -rC_ 5 ! 4 lk S��5 Fz 3 � t _ - t °►a 1Aj 1 -0 r F7 d : //\.) 7r-yu orb V< ct-vj -- - _ > (�i^"' Ztf SCALE: � APPROVED BY: DRAWN BY P. . #38398 DATE: /.- IS -0 REVISED Edward A } LANDERS, RE, � � � -, � �- • CONSULTING ENGINEERS (305)823 -3938 DRAWING NUMBER 7850 NW 146 STREET, SUITE 509 - MIAMI LAKES, FL 33016 S� I [ \ " AM560 Zxc 8xt�4 - fZ eotxs t ca,c.0 2x �3 x t"P&+ 5R% wf seLF j 0 SCAWS P off"' 'nLC— �c+a� ON `rt�(W3&r 6noui - i XI V SN P . (w./ f `64cr t b�o.c 6 c - �« STt+J G ZXIZ q, 3 X3 x u�/ �o-`�i ----- t '045"ZSS aR — — 1 5/O67 c�3 /_ - mac - Woo® u�tre:� -� S Alf 175 r s ma5zr �_�c�v A -A SCALE: APPROVED BY: BY DRAWN P. #3$39$ DATE: ° �' P �S r REVISED Edward A. C er LANDERS, RE, 3 A � CONSULTING ENGINEERS (305)823'3938 DRAWING NUMBER 7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016