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RC-13-1444Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 194256 Permit Number: RC -6 -13 -1444 Scheduled Inspection Date: May 20, 2014 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Owner: BISCHOFF, HERMAN Job Address: 1025 NE 91 Terrace Miami Shores, FL Project: <NONE> Inspection Type: Final Budding Work Classification: Addition /Alteration Phone Number Parcel Number 1132050010020 Contractor: ROYAL CONSTRUCTION MGMT INC Phone: (305)972 -6292 taut comments INTERIOR REMODEL, INSTALLATION OF WINDOWS ' --- AND DOORS INSPECTOR COMMENTS False May 19, 2014 For Inspections please call: (305)762 -4949 Page 4 of 52 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re4nspection fee is paid. May 19, 2014 For Inspections please call: (305)762 -4949 Page 4 of 52 PERMIT # C. 3 - L CONTRACTOR: c)Y) SUBMITTAL DATE: I `• - % ev .}� ADDRESS: loZ S Iv 1 NAME: RESUBMITAL DATES: PROJECT TYPE: ZONING FIRE 4 UCTURAL IMPACT FEES ELECTRICAL HRSIDERM PLUMBING NOC �� MECHANAL BLDG l► Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33139 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 31y1eLA JOB ADDRESS: �i¢.P ES /f�j0 //� /l9 21s''-L/' ( (� City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple .:5d* j- �3 Address: 1 02- 5 V457' 9! / &:L� V City: f!A21-4,441 c"� e --f State: 0 L Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: �e? Address: ' '/ /3.r �VCJ1 ♦ q�2 `, p2 7-2— City: State: Zip: �� Qualifier Name : Phone#• 30 g9 D-" , 2--- -- State Certification or Registration #: CA(7 _ YES l /.). i Certificate of Competency #:- Contact Phone #: mss-- �- `� Email Address: Q/ ��� A o-t' . , DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 6 �� Square/Linear Footage of Work: Type of Worki OAddition OAlteration ONew ORepair/Replace Description of Work: .� I♦ _. .^F .,spa Color thru tile: ODemolition Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) , V Mortgage Lender's Address City State Zip 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. I Owner or The foregoing instrument was I day of �I,' , 20 6, b aged before me this 2O0 Signature _ Contractor The foregoing instrument was acknowled ed before me this day of YA , 200L by ✓`�l� 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. NOTARY PUBLIC: Sign. —4V4V.Z,- Print.Cl+01,64 v�t�Ti sa My Commission Expires: 4 Lj2 if S i�i LF2 9ji 9�2 Cjt 9I2 9t6 9I2 9I2 9IS iF2ljZ LIt iIC �t fFt Tk APPROVED BY MAGDA SANT190 EXPIRES: May 5, 2016 eted Thru NftY Nft UNWO tm I ' ' rI r as identification and who did take an oath. NOTARY PUBLIC: Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 7JAN CE 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 2 2 INSPECTION'S PHONE NUMBER: (305) 762.4949 _11�.- Permit Type: MECHANICAL JOB ADDRESS: /,* 7's— z/�r 7 f City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Title Address: 162-.V— /V, C--' NO bL t- NO V Flood Zone: ,(.fcA C) City: 4 44�d j �! e f State: Zip: 33,(2 TenanVUssee Name: Phone #: Email: CONTRACTOR: Company Name: Address: l 2-2. IA -!� tJ A,r rAcC- City: fj/ l AH i State: Zip: 33 13 J Qualifier Name: 'JOS — A06e ( Ze � a Phone #: ,36 3 State Certification or Registration #: aAL M (OW 3 Contact Phone #: -)16. '� �_4 p . ql(? Z) Email Address: Certificate ofCompetency\ #: _ DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ —! 6 o 6 Square/Linear Footage of Work: Type of Work: OAddress , DAlteration ONew 0Reppair/R,eep ace ODeinolition Description of Work: c , C/I,M tR.r /., & _ X 41 d it Submittal Fee $ Permit Fee $ Scanning Fee $ Notary Radon Fee $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ` \ ow.. Bonding Company's Name (if applicable) /� f 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. Owner or yAnI t The forego g instrument�/was ac edged before me this day of .�i.� 20 / ? by (0 -S�, who ' ersonally known o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Print: f? Ca A R -%s.' A LJ My Commission Expires: 6 APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this Z� day of v o ZO�, who i �yownme or who,has produced as identification and who did take an oath. EXPIRES: Mays, 2018 BMW 7M No" NftW mx Lns Puns Examiner NOTARY PUBLIC: Print: Aron My Commission .s =MP 2ot rnr u 1 Structural Review Clerk (Revised 3 /120012XRevised 07/10/07 )(Revised 06 /10/2009 )(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 February 4, 2014 Permit No: RC13 -1444 Building Critique Review REVISION 1. The new plans provide show a new wood deck to be added under this permit. Revise sheets SP -1, A -1, and A -2 to reflect the wood deck under this permit. 2. Zoning approval required. Ismael Naranjo Building Official F Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: is -1 LI k y Page 1 of 1 Structural Critique Sheet 1 QADvi®c &F -rd-u- N -PAj) -Fev-rim, u l O CLV DC_ STOPPED REVIEW Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re- submittal drawings. Mehdi Asraf S, Miami shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: 13-- it-Iti H DATE: el, 111 ontractor • Owner • Architect Picked up 2 sets of plans and (other) (NAME) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand Miami Shores Village Building Acknowledged by: PERMIT CLERK INITIAL: e �L RESUBMITTED DATE: PERMIT CLERK INITIAL: .'die plans need to be brought back to continue p i ' g process. (Signature) 002212 Local Business Tax Receipt Miami —Dade County, State of Florida THIS IS NOT A BILL - DD NOT PAY 4636909 tell BUSINESS NAME/LOCATION RECE"WT NO. EXPIRES ROYAL CONSTRUCTION MANAGEMENT 1111E RENEWAL SEPTEMBER 30, 2014 9708 SW 135 TERR 4841285 Must be displayed at place of business MIAMI FL 33176 Pursuant to County Code Chapter BA - Art. s & 10 OWNER SEC. TYPE OF BUSINESS PAYMEprr RECEIVED a YAL CONSTRUCTION MANAGEMENT 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR CGCO51929 $75.00 08/05/2013 Worker(s) 2 iXH51- 1 3-04 1 922 This Loral Business Tax Receipt only confirms payment of the Local Business Tex. The Receipt is not a license, permit or a certification of the boldei s qualifications, to do business. Rohr mgt eddy with any 9 vemmeatal er nongovemmental regulatory haws and requirenleats which apply.o the business, The RECEIPT NO. above most be disltlayed on all commercial vehicles - OAfmni -Dade Code Sec ga -M For awe itdwmidinn, visit w wro miamidadaaov /taxroUactar * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS CONWENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation lacy. EFFECTIVE DATE: PERSON: FEIN: 09/06/2012 EXPIRATION DATE 09/0612014 MARSON JOHN R 650445298 BUSINESS NAME AND ADDRESS: ROYAL CONSTRUCTION MANAGEMENT INC 9708 SW 135 TERRACE MIAMI FL 33176 SCOPES OF BUSINESS OR TRADE: 1- LICENSED GENERAL CONTRACTOR IMPORTANT_ Pursuant to Chapter 440 . 051141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may ant recover benefits or compeasetion under this chapter. Pursuant to Chapter 440.05{12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.OS(73), f.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at say time after the filing of the notice or the issuance of the certificate, the person named on the notice at certificate no longer insets the requirements of this section for issuance of a certificate. The department sball revoke a certificate at any time for failure of the Wave named an the certificate to meal the requirements of this section. nuESrlays? IsSa► 413 -1609 VC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 0 BTATIE OP FLCIUQA DEPARTlO W Of BIIBIMRBB AND BFo"OSIOMAL 1t0 VXATIOM coul IOM nIDOl1?RY LICffi�BZMli 10OSlilD I850! 087 -238' 114 � �[Oi1FtO8 STMM TItY.LRHAB 8L 33389 -0783 & � m!. on Uaw IAC Ni R 0'L 3327 a stATB� i eA AD S 29 194 q R V, R NUMBS A It weasi9�IB o 199030793 QBBS i1b " um ie M tvm wiw as oms Ams to 0.4$0 n wos o. BR9 34 04 .raae�aaoaso� �...,1 OF 1® Ate°. RO� CERTIFICATE OF LIABILITY INSURANCE. I_ O_2` 0113 - THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THE CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(Sh AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT: If the certifflste holder is an ADDITIONAL 1 the p0 (ies) must be en orsed. 7dON IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this CerMIC81te does not corder rights to the PRODUCER NCF insurance Associates 1700 West Flagler Street #320 {Riami, FL 33174 3hNtO E. Zelman INSURED Royal Construction Management I MERA:Mesa underwriters S cial 9708 SW 135 Terrace INSURERS: Miami, FL 33176 NSURERC: INSURER 0 INSURER E COVERAGES CERTIFICATE NUMBER! REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MMI TYPE INSURANCE POLICY EFF UCY EXP uMfTS A GENERAL LNU31 Y X COMMERCIAL GENERAL LIABILITY CLAIMS-MADE I A I OCCUR MPOD09005N1901 D7 /0vt3 07f01N4 EACH OCCURRENCE $ 1+000+ MI =mawce $ 100, MED EXP (Any are ) $ 5+ PERSONAL & AOV INJURY $ Irmo, GENERAL AGGREGATE S 2,00 ,0 GEML AGGREGATE LIMIT APPLIES PER: POLICY PRO- LOC PRODUCTS - COlAPIOP AGG $ Z000. e d $ 1, AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEOULED AUTOS HIRED AUTOS NO"WNEO AUTOS COINED SINGLE LIMIT (Ea acaamlt) $ BODILY INJURY (Per Person) $ BODILY INJURY (Per acddemj $ PROPERTY DAMAGE (Pa wd�) $ $ $ UMBRELLA LIAB EXCESSLIAS CLAIMS -MADE EACH OCCURRED $ HOCCUR AGGREGATE $ DEDUCTIBLE RETENTION S $ WOMRSCOMPENSATION AND E�LOYERS' UASHAY ANY PROPRIETOWP�ITIVE YIN OFFICER WASER EXCL.UDED7 ❑ Gary in NH) desk �� R TIO N / A I TA OTH Y FR E.L. EACH ACCIDENT is E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT I $ General actor ONS I LOCATIONS 1 VEHICLES WAmb ACORD 101, Additional Rmoarks Schedule, R mom space Is mqured) CITYM SH City of Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTAVVE o p& 0%.— CORPORATION. All rights ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD w r` W Miami Shores Village Building Department 40050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: /D Z S_ IV, C F —dti,, r: �l 1r. r' JUN 2 5 263 a �ro ------------ 00000ao., FBC 20 Permit No. 14a Master Permit No ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ll — �?�0�'.. (� Od 1, 0 Is the Building Historically Designated: Yes NO Flood Zone: 71-fl y�-- D OWNER: Name (Fee Simple Titleholder): ��2tif A fC.�t /�f" Y �,� Z- 6 2' Address: D 67' Al,!; City: e2z (eA / J'"ore es state: Zip.331 -;w TenantJiessee Name: Phone#: Email: 0xh ov r e- ®�1.5'!J , C-67,412 r1. _ CONTRACTOR: Company Address: 9 7D Jr city: i Qualifier Name: 1*71ftid" State Certification or Registration #: Contact Phone#: DESIGNER: Ar D.f'/ Value of Work for this Permit: $ r9 Square/Linear Footage of Work: Type of Work: DAddition VAlferation ONew � /Replace Description of Work: Color thru file: !�C97z�Lf� fur 9'7 z— 6 2-F z—, �dS�yi S� /7e.1� / qo S. Submittal Fee $ Permit Fa $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ T rainimWacaBon Fee $ Technology Fee $ Doable Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) h�' ° Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable)/,/ ---z1 - 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 absence of such posted notice, the inspection will not be approved and a reinspection f ewill be charged. ' Owner or AginS/ // The forego* g instrument was acknowledged before me day of _y OM e . 20 / by �U b who is personally known to me or who has produced ✓As identification and who did take an oath. NOTARY PUBIAC: Signature Contractor The foregoing instrument was acknowl ged before me thi day of RJ (i 20(L, b /U I'! s It 7. ' who is personally known to me or who has produced Las identification and who did take an oath. NOTARY Sign: /per by Sign: Y P /ota�ot e�uo -stow �e4 Notary public State of Floride (�'/1 a 7� V' Bianga Fonseca Print: Print: e�ylc►wa+faciap -66 �4 o� My Commission EE027487 My COmm1sS1 Expires 0 911 9/2 0 1 4 My Commission Y . of ra° Expires 09/18!2014 APPROVED BY Plans Examiner .lid { G �l In l Structural Review (Revised 3/ 1212012)(Revise107 /10AMatevised 06/10/2009XRevised 3/15109) Zoning Clerk ... MILTON CUBASI P.E., INC. 1302 N.E. lY Street — North Miami — Florida. 33161 Phone (305) 891 -4174 Fax (305) 891 -4175 E -mail: miltoncubas@msn.com August 14, 2013 To: Miami Shores Village Building and zoning Department Miami Shores, Florida REF: 1025 N.E. 91st. Terrace Permit: 13 -1444 Attention:. Mehdi Asraf, Structural Plan Reviewer Mr. Bruhn, Please find bellow the description on how your comments made on the above mentioned permit were address in the attached set of plans: 1. The wind pressures are too low, please provide manual calculations with Kd =1.0 bacause you are not combining wind loads with dead loads. Answer: Please find attached revised wind calculations using Kd =1.0 and the wind calculations corrected on sheet S -3. 2. Specify size of doors /windows instead of areas on S -3. Answer: Windows and doors sizes have been revised and updated on sheet S -3. 3. Address egress & life safety by providing sill height & clear dimensions of windows. Answer: Please find in sheet S -3 all egress windows marked and clear dimensions of windows indicated. 4. At the base of steel column, details in 1 /S -2 & steel column typ. Detail are not coordinated one shows steel column resting on masonry while other shows concrete footing. Answer: Please find steel column details in section 1 /S -2 & steel column typ. Detail are coordinated, both showing steel column resting on concrete footing on sheet S -2. 5. Provide steel column top & bottom plates connection details. Show connections to the steel column and other material used. Answer: Please finds this information on Steel column Typ. Detail on sheet S -2. 6. Provide concrete concrete tie column connection details. Answer: Please find concrete column detail in sheet S -3. • ' 6 t 7. It appears the support existing joist would be removed during construction. Provide shoring pan. Answer: Existing column in the back of the family room is to remain, and not shoring will be necessary. Should you have any questions or need any additional information please do not hesitate to contact me. Very truly yours, Milton Cubas, President Certification of Authorization # 27267 FL. Reg. RE #51902 S.I # 6999901 MW N.W. nW STREET, Wrs 2� MIAMI, FLORIDA 33728 FAX TELEPHONE (3oe) 220 3171 869.7822 10-04,�, �i SURVEY NO. �4 - % V 2 2 LAND SURVEYORS SHEET NO. OF SKETCH OF SURVEY Scale t "= 'Zo' ,Vo r o / /�'7Py. Fir° " "Vow 8%. SO (2 , M) _ Q Nom x7.69, ypX L.F4I+ } 0 0.50 o GO. 5,6 IL 7. 90 LO T � 2 I ,d' • ., l0 , • 01/ E STY 10' -3 I 1; L 7 S. QQ. 1025 0 140Y- lot pp tp '8� 4 �,r I r/P_.�� 87• SO m �n N� tp 5882 N.W. TiH STREET, SUITE 202 Nova Surveyors Inc.. SURVEY NO 9-0000789 -2 MIAM4 FL 33128 y TELEPHONE: (305) 2842660 } FAX: (305) 2640229 SHEET NO 1 OF 2 DRAWN BY: AA LAND SURVEYORS , SURVEY OF LOT 2, LESS THE WEST 37.5 FEET, ALL OF LOT 3 AND THE WEST 112 OF LOT 4, BLOCK 1, OF WATERSEDGE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE 141, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 1025 NE 91 TERR, MIAMI SHORES, FL 33138 FOR: HERMAN C. BISCHOFF LOCATION SKETCH Scale V = NT.S. Q J � I �\ W� 2I A = ARC AIC = AIR CONDITIONER e6p A.E. = ANCHOR EASEMENV A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT CK COR'MR B.C.R. = BROWARD COUNTY RECORDS B.M. - BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL- CLEAR C.L.F -CHAIN LINK FENCE C.M E. - CANAL MAINTENANCE EASEMENTS CONC. - CONCRETE C.P. = CONCRETE PORCH C.S. - CONCRETE SLAB D.E. - DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. =ENCROACHMENT E.T.P. - ELECTRIC TRANSFORMER PAD F.F.E. - FINISHED FLOOR ELEVATION F.H. - FIRE HYDRANT F.I.P. - FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. - FOUND NAIL & DISK SUBJECT PROPERTY I� FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.BEG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT A PART OF NGVD - NATIONAL GEODETIC VERTICAL DATUM N.T.S. - NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. - OFFICIAL RECORD BOOK O/S - OFFSET OVH.= OVERHANG P.B. - PLAT BOOK P.C. - POINT OF CURVE P.C.C. - POINT OF COMPOUND CURVE PL, - PLANTER P.L.S. - PROFESSIONAL LAND SURVEYOR P.O.B.. - POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. - POWER POLE P.P.S.. - POOL PUMP SLAB P.R.C. - POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT.= PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. - RADIUS OF RADIAL RGE. - RANGE R.P. = RADIUS POINT R.O.E. - ROOF OVERHANG EASEMENT R/W - RIGHT -OF -WAY SEC. - SECTION J.,.r. - SE: iRON IPE L.2.'t£C4' SWK - SIDEWALK T = TANGENT TWP - TOWNSHIP U.E. - UTILITY EASEMENT U.P. - UTILITY POLE W.M. - WATER METER W.R. - WOOD ROOF W.S. - WOOD SHED X - ANGLE A -CENTRAL ANGLE 9 - CENTER LINE � -MONUMENT LINE THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. EXAMINATIONS OF THE ABSTRACT OF TITLE WALL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEUSUFFIX: 120652 0093 J DATE OF FIRM: 07/17/1995 BASE FLOOD ELEVATION: NIA. CERTIFIED TO: HERMAN C. BISCHOFF LEGEND TYPICAL --OH- OVERHEAD UTILITY LINES 2= C.B.S. =WALL (CBW) -I, mi C.L.F. = CHAIN LINK FENCE -0--0- I.F. = IRON FENCE �­ W F = WOOD FENCE • 0.00 - EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS, 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. B-62 LOCATOR NO. 3250 S ELEVATION 8.74 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAW4 UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOA F PROFESSIONAL LAND SURVEYORS IN CHA 87 G7 FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: � D � } PROFESSIONAL LAND SURVEYOR NO. 5204 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: N S'iFI�grR -9 � NO. `5204 a W\ . COL\ w'.. STATE OF :. T 0 (ENO SQ1 J�{ SURVEYOR'S SEAL Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: e L DATE: Contractor Owner 70'6f-'C;A C o Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buildin a e to continue permitting process. Acknowledged by: PERMIT CLERK RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 09, 2013 Permit No: RC 13 -1444 Building Critique Review 09 -19 -13 1. Pending structural comments. 2. Wood structures not permitted as part of bldg. envelope. 3. Remove all structural layouts, and details for the wood deck that is not part of this permit. 4. S -2 foundation plan shows a column pad under SC 1, provide detail and specification for the column pad 5. Provide energy calculations and mechanical drawings for the new habitable area. Ismael Naranjo Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SEPTEMBER 13, 2013 Permit No: EL 13 -2034 ELECTRICAL REVIEWER COMMENTS 1. Need electrical plan. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 09, 2013 Permit No: RC13 -1444 Structural Critique — Sved Ashraf 1. The wind pressures a too low. Please provide manual calculations with Kd =1.0 because you are not combining wind loads with dead loads. 2. Specify size of doors/ windows instead of areas on S -3. 3. Address egress and life safety, by providing sill height and clear dimensions of windows. 4. at the base steel column, details in 1 /S -2 and steel column type: detail column are not coordinated. One shows steel column resting on masonry while other shows concrete footing. 5. Provide steel column top & bottom plate's connection details, Show connections to the steel column another material used. 6. Provide concrete tie column connection details. 7. It appears the support of existing joists would be removed during connection. Provide shoring plan. � S -flyVIl -w .. voided, plan review. If any sheets are remove sheets and . -. .. drawings. r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SEPTEMBER 9, 2014 Permit No: RC13 -1444 Mechanical Critigue — Jan Pierre Perez NEED APPLICATION. JPP 9/9/2013 Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets • Include one _ .., voided re-submittal drawings. a Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .RE- PERMITgi2C DATE: ntractor (NAME) • Owner • Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department' ue rmitting process. Acknowledged by: `--� (Signature) PERMIT CLERK RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT Contractor Owner o Architect From the building department on this date in order to have corrections done to plans And /or get County stamps. I Shores Village Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: that the plans need to be brought back to Miami permitting process. 6IJ dpdo 0 P). Miami Shores Village Building Department 10050 N E 2nd Avenu Kam Shores. Flonda 3313 Tel: (303) 79i 220 Fax: (30j) 7,i6 897 Permit No. Job Name 9� PLUMBING 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: JW J5 Structural Critique Sheet Page 1 of 1 C tzg we -(A- 6 6 6'u--trsi' yo L) / er—apLf 81"376 i�►f fi� S' 1tVS DA/ S-3 - S) AyP405 C6 mss 4, bf'Pt S -(Y ° 6 P4 v f'af?'r� Cf y�f i- A-le— eT ! `0 o 'irk W /JfY /tJS- % P Mt AA 94 may/ q ®lie 0 6 AebT -o A w HIV `'T®P & 9-07%01V f ctj,reC(f o fj -% ; ' ® �' � e� fry ill t.S Tb --ft i) 2T -P P OYRS 1�re S U P Po 2-( 0-f "I SYf -rJ4- -er 0 f r-1' S° fro EJ[p STOPPED REVIEW Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets In the re- submittal drawings. Mehdi Asraf Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 13 -1444 Job Name: July 16, 2013 Building Critique Sheet Page 1 of 1 1) The plans indicate an existing family room but the Village records indicate that that area is an open porch. Provide permit and plans for a porch enclosure. The Village code of ordinances allows wood beams on open porches but not enclosed space. The wood beam must be replaced with a concrete beam if the open porch is to be converted legally to a family room. 2) Provide approval from Miami Dade County Health Dept. (DOH /HRS) 3) Provide a receipt for impact fees from Miami dade County Impact Fees. 4) Provide a separate permit for the wood deck. 5) The partition legend conflict from page to page and it does not match the plans or the wall details. 6) Provide energy calculations. 7) Provide all sub permit applications. 8) Remove notes and details that do not pertain to this project. 9) The wind load design criterion shown on S -3 does not match other pages or the calculations. 10) The steel column base does not fit on the existing foundation as drawn. Provide minimum edge distance for the base plate bolts. 11) The structural plans include a note that states that the design is limited to the slidding doors only. Provide complete design or remove erroneous note. 12) The product approvals submitted do not match the plans. 13) Identify the emergency escape opening in each sleeping room. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 0 ti August 14, 2013 MILTON CUBAS, P.E., INC. 1302 N.E. 12P Street — North Miami — Florida 33161 Phone (305) 891 -4174 Fax (305) 891 -4175 E -mail: miltoncubas @msn.com To: Miami Shores Village Building and zoning Department Miami Shores, Florida REF: 1025 N.E. 91St. Terrace Permit: 13 -1444 Attention: Norman Bruhn, Building Plan Reviewer Mr. Bruhn, Please find bellow the description on how your comments made on this permit were address in the attached set of plans: 1. The plans indicate an existing family room but the village records indicate that that area is an open porch. Provide permit and plans for porch enclosure. The village code of ordinances allows wood beams on open porches but not enclosed space. The wood beam must be replaced with a concrete beam if the open porch is to be converted legally to a family room. Answer: Both property owner and GC have met with you and clarified this porch was converted to a family room before current owner bought the property and that the wood beam would be waterproof and reinforce in the existing family room area. 2. Provide approval from Miami Dade County Health Dept, (DOWERS). Answer: General contractor to provide. 3. Provide a receipt for impact fees from Miami -Dade county impact fees. Answer: General contractor to provide. 4. Provide separate permit for the wood deck Answer: A note indicating that wood deck to be under separate permit was clouded on floor plans on sheets A -1, A -2 & on section 1 /S -2. 5. Partition legend conflict from page to page and it does not match the plans or the wall details. 6. Answer: Partition legend has been unified throughout set of plans and coordinated with partition wall details, correction made and clouded on sheets A -1.0 & A -2.0. 7. Provide all sub - permit applications. Answer: General contractor to provide. 8. Remove notes and details not pertaining to this project. Answer: notes & details have been checked to make sure they pertain to this project. 9. The wind load design criterion show on S -3 does not match other pages or the calculations. Answer: Wind calculations and page S -3 have been revised, updated and coordinated. 10. The steel column base does not fit on the existing foundation as drawn. Provide minimum edge distance for the base plate bolts. Answer: Please refer to the steel column typical detail on sheet S -2. 11. The structural plans include a note that states that the design is limited to the sliding doors only. Provide complete design or remove erroneous note. Answer: Erroneous note has been removed from plans. 12. The product approvals submitted do not match the plans. Answer: Notice of approvals have been corrected and updated on plans. 13. Identify the emergency escape opening in each sleeping room. Answer: Please find egress windows and escape opening shown in sheet S -3. Should you have any questions or need any additional information please do not hesitate to contact me. Very truly yours, C Milton Cubas, President Certification of Authorization # 27267 FL. Reg. RE #51902 S.I # 6999901 4 NECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by AffECA Enterprises, Inc. copyright 2013 _ Date : 8/5/2013 Project No. : 9341 Company Name : MILTON CUBAS P.E. Designed By : P.G. Address : 1302 NE 125 ST Description : RETROFIT IMPACT DOORS & WINDOW City : NORTH MIAMI Customer Name : AMERICAN CONSTRUCTION & REPAIR State : FLORIDA Proj Location : 1025 N.E 91 TER. MIAMI SHORES, File Location: C: \Users \User1 \Desktop \projects \1025 Bischoff \1025 BISCHOFF.wnd Envelope Procedure per ASCE 7 -10 Chapter 28 Part 1 All pressures shown are based upon ASD Design, with a .load Factor of .6 C = 1.00 Basic Wind Speed(V) = 175.00 mph Structural Category = II = 500.00 Exposure Category Natural Frequency = N/A = 6.28 Flexible Structure Importance Factor = 1.00 = 11.00 Kd Directional Factor Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg At = 0.11 Bt Am = 0.15 Bm Cc = 0.20 1 Epsilon = 0.20 Zmin Slope of Roof = 1.32 : 12 Slope of Roof(Theta) Ht: Mean Roof Ht = 12.65 ft Type of Roof RHt: Ridge Ht = 14.30 ft Eht: Eave Height OH: Roof Overhang at Eave= .00 ft Roof Area = 900.00 ft = 1.00 - 0.65 = 500.00 ft = 15.00 ft = 6.28 Deg = Gabled = 11.00 ft = 2795.00 ft^ 2 Bldg Length Along Ridge = 46.30 ft Bldg Width Across Ridge= 60.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >1 Hz) use 0.85 - 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 15.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.23 Lzm: 1 *(Zm /33) ^Epsilon = 427.06 ft Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.91 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 06 12 .` - .r<< _ Building GCpf +GCpi Surface 1 0.41 0.18 2 -0.69 0.18 3 -0.38 0.18 4 -0.30 0.18 1E 0.63 0.18 2E -1.07 0.18 3E -0.54 0.18 4E -0.45 0.18 IT .00 2T * .00 3T * .00 4T * .00 WWI cow raw ,I Can A Tordo T aa� i`mnsverse Dkecdon -tcpi gh Pressure psf psf - - - - -- -0.18 --- - - - - -- 39.93 --- - - - - -- 23.56 -0.18 39.93 16.00 -0.18 39.93 16.00 -0.18 39.93 16.00 -0.18 39.93 32.34 -0.18 39.93 16.00 -0.18 39.93 16.00 -0.18 39.93 16.00 * .00 * * .00 * * .00 * * .00 C gill 71111 ­1 z =03 • • • • q _ l s f cow i fl Offs or w CawBT Building GCpf +GCpi -GCpi gh Pressure Surface -- - - - - -- --- - - - - -- psf psf 1 -0.45 --- - - - - -- 0.18 --- - - - - -- -0.18 --- - - - - -- 39.93 --- - - - - -- -25.16 2 -0.69 0.18 -0.18 39.93 -34.74 3 -0.37 0.18 -0.18 39.93 -21.96 4 -0.45 0.18 -0.18 39.93 -25.16 5 0.40 0.18 -0.18 39.93 23.16 6 -0.29 0.18 -0.18 39.93 -18.77 1E -0.48 0.18 -0.18 39.93 -26.35 2E -1.07 0.18 -0.18 39.93 -49.91 3E -0.53 0.18 -0.18 39.93 -28.35 4E -0.48 0.18 -0.18 39.93 -26.35 5E 0.61 0.18 -0.18 39.93 31.54 6E -0.43 0.18 -0.18 39.93 -24.36 IT * * * * .00 2T * * * * .00 3T * * * * .00 4T * * * * .00 ST * * * * .00 6T * * * * .00 Figure 28.4 -1 - Low -Rise Wal And Roof Figure Notes: Notes: 1) Pressure = qh * (GCPf - ( +/- GCpi)), only max value shown 2) For Torsional Load Cases, the zones are designated with a "T ". The pressures(Min P & Max P) are 25z of the full design wind pressures(Ld Case 1T= 25": *1(ld case 1),2T =25`x. *2,3T= 25� *3,4T= 25�,*4). Exceptions to Torsional Load Cases: One story buildings with mean roof height < =30 ft(9.1m), buildings with two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6 -10) Developed by RECA Enterprises, Inc. Copyright 2013 Date : 8/5/2013 Project No. : 9341 Company Name : HILTON CUBAS P.E. Designed By : P.G. Address : 1302 NE 125 ST Description : RETROFIT IMPACT DOORS &WINDOW City : NORTH MIAMI Customer Name : AMERICAN CONSTRUCTION & REPAIR State : FLORIDA Proj Location : 1025 N.E 91 TER. MIAMI SHORES, File Location: C:\ Users \Userl \Desktop \projects \1025 Bischoff \1025 BISCHOFF.wnd r° ~ f- Root` not shoo '%u I '`a I fir. � � <..,� et•' a WAS •' a. d� 9 ' j,. Gable Roof 8 <--7 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone ^a^ = 4.63 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf -------------------------------------------------------------------------- WINDOW 1 2.94 3.16 9.3 4 0.90 -0.99 43.13 -46.72 WINDOW 1 2.94 3.16 9.3 5 0.90 -1.26 43.13 -57.50 WINDOW 2 2.83 7.58 21.5 4 0.85 -0.94 41.02 -44.62 WINDOW 2 2.83 7.58 21.5 5 0.85 -1.15 41.02 -53.29 WINDOW 3 3.08 5.21 16.0 4 0.87 -0.96 41.82 -45.42 WINDOW 3 3.08 5.21 16.0 5 0.87 -1.19 41.82 -54.89 WINDOW 4 3.08 5.16 15.9 4 0.87 -0.96 41:85 -45.44 WINDOW 4 3.08 5.16 15.9 5 0.87 -1.20 41.85 -54.95 WINDOW 5 2.20 4.18 9.2 4 0.90 -0.99 43.13 -46.72 WINDOW 5 2.20 4.18 9.2 5 0.90 -1.26 43.13 -57.50 WINDOW 6 3.08 3.16 9.7 4 0.90 -0.99 43.13 -46.72 WINDOW 6 3.08 3.16 9.7 5 0.90 -1.26 43.13 -57.50 WINDOW 7 1.52 2.16 3.3 4 0.90 -0.99 43.13 -46.72 WINDOW 7 1.52 2.16 3.3 5 0.90 -1.26 43.13 -57.50 WINDOW 8 1.52 3.12 4.7 4 0.90 -0.99 43.13 -46.72 WINDOW 8 1.52 3.12 4.7 5 0.90 -1.26 43.13 -57.50 WINDOW 9 1.54 2.12 3.3 4 0.90 -0.99 43.13 -46.72 WINDOW 9 1.54 2.12 3.3 5 0.90 -1.26 43.13 -57.50 DOOR 1 3.27 6.79 22.2 4 0.84 -0.93 40.93 -44.52 DOOR 1 3.27 6.79 22.2 5 0.84 -1.15 40.93 -53.10 DOOR 2 2.97 7.58 22.5 4 0.84 -0.93 40.89 -44.48 DOOR 2 2.97 7.58 22.5 5 0.84 -1.15 40.89 -53.03 MULLION 1 2.91 7.58 22.1 4 0.85 -0.94 40.95 -44.54 MULLION 1 2.91 7.58 22.1 5 0.85 -1.15 40.95 -53.14 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 39.93 psf 0 4 V C,) MILTON CUBAS, P.E., INC. 1302 N.E. 125 Street — North Miami — Florida 33161 Phone (305) 891 -4174 Fax (305) 891 -4175 E -mail: miltoncubas @.msn.com www.miltoneubaspe.com April 25, 2013 COVER SHEET PROJECT: BISCHOFF RESIDENCE REMODELING (NEW FLOOR DECKS) ADDRESS: 1025 N.E. 91 TERRACE MIAMI SHORES, FL. 33138 CLIENT: DESIGN BY: GE This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 33. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code, requirements, using nationally recognized computer software and in -house developed software. Prior to commissi into service, the in-house developed software was thoroughly checked by performing parallel ual comp tions. The sign and seal provided herein are meant to cover all computation sheets pages 1 thro 33. z _4`, 1 � Milton Cubas Certification Authorization # 27267 F.L Reg. RE # 51902. S.I. # 6999901 MILTON CUBAS, P.E., INC. A 1302 N.E. 125 Street — North Miami — Florida 33161 Phone(305)891 -4174 Fax(305)891 -4175 E -mail: miltoncubasCa»xmsn com www.miltoneubaspe.com PAGE ii/33 INDEX DESCRIPTION Wind Loads Calculations. BATH ZONE (Floor Deck) New Wood Joist Design NOA 12- 0130.34 (Hanger, NOA for Wood Joist to Ledger) PAGE NEW DEN, FAMILY ROOM, TERRACE ZONE (Floor Deck) 1 7 9 New Concrete Footing Design 15 New Wood Joist Design 16 New Concrete Column Design 17 New Steel Column Design 18 Reinforcing for Existing Wood Tie Beam 21 NOA 12- 0130.33 (Strap NOA for Wood Joist to Conc. Footing) 27 NOA 12- 0130.33 (Strap NOA for Conc. Column to Beam) 27 �M 1 � ' 1/33 r � MECAWind Version 2.1.0.6 per ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaentexprises.com Date : 4/25/2013 Project No. : 9341 Company Name : MILTON CUBAS P.E. Designed By : P.G. Address : 1302 NE 125 ST Description : RETROFIT IMPACT DOORS & WINDOW City : NORTH MIAMI Customer Name : AMERICAN CONSTRUCTION & REPAIR State : FLORIDA Proj Location : 1025 N.E 91 TER. MIAMI SHORES, File Location: C: \WLTON CUBAS 2013 \BY OWNER \HLS \1025 BISCHOFF \CALC \1025 BISCHOFF.wnd Envelope Procedure per ASCE 7 -10 Chapter 28 Part 1 All pressures shown are based upon A5D Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category II Exposure Category - C Natural Frequency N/A Flexible Structure - No Importance Factor = 1.00 Kd Directional Factor = 0.60 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 1.32 : 12 Slope of Roof(Theta) = 6.28 Deg Ht: Mean Roof Ht = 12.65 ft Type of Roof = Gabled RHt: Ridge Ht = 14.30 ft Eht: Eave Height = 11.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 2795.00 ft^ 2 Bldg Length Along Ridge = 46.30 ft Bldg Width Across Ridge= 60.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 15.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.23 Lzm: 1 *(Zm /33) ^Epsilon = 427.06 ft Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.91 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/ -0.18 2/33 ,1 Low Rise Bldg Provisions per Fig. 28.4 -1: MWFRS Load Case A f W 77 1 Tnumem Direction Building GCpf +Gcpi -GCPi gh Pressure Surface -- - - - - -- - - - - -- Pof psf 1 0.41 -- - - -- 0.18 - - - - -- -0.18 - -- - - - - -- 23.96 --- - - - - -- 16.00 2 -0.69 0.18 -0.18 23.96 16.00 3 -0.38 0.18 -0.18 23.96 16.00 4 -0.30 0.18 -0.18 23.96 16.00 1E 0.63 0.18 -0.18 23.96 19.41 2E -1.07 0.18 -0.18 23.96 16.00 3E -0.54 0.18 -0.18 23.96 16.00 4E -0.45 0.18 -0.18 23.96 16.00 IT * * * * .00 2T * * * * .00 3T * * * * .00 4T * * * * .00 I . r , I , 3/33 Low Rise Bldg Provisions per Fig. 28.4 -1: MWFRS Load Case B T' t � Building GCpf +GCpi -GCpi qh Pressure Surface -- - - - - -- --- - - --- psf psf --- - 1 - - -- - - - - -- -0.45 0.18 --- - - - - -- -0.18 --- - - - - 23.96 -- - - - -- -15.09 2 -0.69 0.18 -0.18 23.96 -20.85 3 -0.37 0.18 -0.18 23.96 -13.18 -15.09 WIND 5 0.40 0.18 -0.18 23.96 :. - _ _ -11,26 PRESSURE 1E -0.48 0.18 -0.18 23.96 -15.81 2E -1.07 0.18 -0.18 23.96 -29.95 3E -0.53 0.18 -0.18 23.96 -17.01 4E -0.48 0.18 -0.18 23.96 -15.81 5E 0.61 0.18 -0.18 23.96 18.93 6E -0.43 0.18 -0.18 23.96 -14.62 1T * * * * .00 2T * * * * .00 3T * * * * .00 4T * * * * .00 5T * * * * .00 6T * * * * .00 Figure 28.4 -1 - Low -Rise Wal And Roof Figure Notes: Notes: 1) Pressure = qh * (GCPf - ( +/- GCpi)), only max value shown 2) For Torsional Load Cases, the zones are designated with a "T ". The pressures(Min P & Max P) are 25% of the full design wind pressures(Ld Case 1T =25 % *l(ld case 1),2T= 25% *2,3T= 25%*3,4T =25%*4). Exceptions to Torsional Load Cases: One story buildings with mean roof height < =30 ft(9.1m), buildings with two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the Torsional Load Cases. (Note 5 of Figure 6 -10) 4/33 5133 i NECAWind Version 2.1.0.6 ASCE 7 -10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date : 4/25/2013 Project No. : 9341 Company Name : MILTON CUBAS P.E. Designed By : P.G. Address : 1302 NE 125 ST Description : RETROFIT IMPACT DOORS & WINDOW City : NORTH MIAMI Customer Name : AMERICAN CONSTRUCTION & REPAIR State : FLORIDA Proj Location : 1025 N.E 91 TER. MIAMI SHORES, File Location: C: \MILTON CUBAS 2013 \BY OWNER \HLS \1025 BISCHOFF \CALC \1025 BISCHOFF.wnd 1 i Roof not ' t i .rsr t I F• i 1 ► a -r- -� Waits � �p GaMe Roof 0 <-- 7 vy� a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 4.63 ft Description Width span Area Zone Max Min Max P Min P -------------------------------------------------------------------------- ft ft ft ^2 GCp GCp psf psf WINDOW 1 2.94 3.16 9.3 4 0.90 -0.99 25.88 -28.03 WINDOW 1 2.94 3.16 9.3 5 0.90 -1.26 25.88 -34.50 WINDOW 2 2.83 7.58 21.5 4 0.85 -0.94 24.61 -26.77 WINDOW 2 2.83 7.58 21.5 5 0.85 -1.15 24.61 -31.98 WINDOW 3 3.08 5.21 16.0 4 0.87 -0.96 25.09 -27.25 WINDOW 3 3.08 5.21 16.0 5 0.87 -1.19 25.09 -32.94 WINDOW 4 3.08 5.16 15.9 4 0.87 -0.96 25.11 -27.27 WINDOW 4 3.08 5.16 15.9 5 0.87 -1.20 25.11 -32.97 WINDOW 5 2.20 4.18 9.2 4 0.90 -0.99 25.88 -28.03 WINDOW 5 2.20 4.18 9.2 5 0.90 -1.26 25.88 -34.50 WINDOW 6 3.08 3.16 9.7 4 0.90 -0.99 25.88 -28.03 WINDOW 6 3.08 3.16 9.7 5 0.90 -1.26 25.88 -34.50 WINDOW 7 1.52 2.16 3.3 4 0.90 -0.99 25.88 -28.03 WINDOW 7 1.52 2.16 3.3 5 0.90 -1.26 25.88 -34.50 WINDOW 8 1.52 3.12 4.7 4 0.90 -0.99 25.88 -28.03 WINDOW 8 1.52 3.12 4.7 5 0.90 -1.26 25.88 -34.50 WINDOW 9 1.54 2.12 3.3 4 0.90 -0.99 25.88 -28.03 WINDOW 9 1.54 2.12 3.3 5 0.90 -1.26 25.88 -34.50 DOOR 1 3.27 6.79 22.2 4 0.84 -0.93 24.56 -26.71 DOOR 1 3.27 6.79 22.2 5 0.84 -1.15 24.56 -31.86 DOOR 2 2.97 7.58 22.5 4 0.84 -0.93 24.53 -26.69 DOOR 2 2.97 7.58 22.5 5 0.84 -1.15 24.53 -31.82 MULLION 1 2.91 7.58 22.1 4 0.85 -0.94 24.57 -26.72 MULLION 1 2.91 7.58 22.1 5 0.85 -1.15 24.57 -31.88 WOOD JOIST, DECK 3.00 11.75 46.0 1 0.23 -0.93 16.00 -26.68 6/33 WIND WOOD JOIST, DECK 3.00 11.75 46.0 2 0.23 -1.34 16.00 -36.32 PRESSURE WOOD I, DEC -1.01 0.00 Khcc:Comp. & Clad. Table 6 -3 Case 1 = 0.85 Qhcc:.00256 *V ^2 *Khcc *Kht *Kd = 23.96 psf 7/33 LOADS BASED ON NDS 2005 & ASCE 7 -10 DL = 25.00 psf DL = 10:00 psf + LL = 40.00 psf 0.6 UPLIFT = 0.00 psf UL = 65.00 psf UL = 10.00 psf UL ML i,33 pmuc -nON) = 10.00 psf Ltnbuo = 1.00 ft Wmax = 65.00 #/ft WOOD BENDING AND DEFLECTION DEFLECTION L = 12.50 ft Wmax = 65.00% b = 1.50 in d = 7.50 in Fb = 1,200.00 psi CD =1.0 E = 1.60E +06 psi I = 52.73 in (DL + LL) A= 0.42 in DL +LL- +L/2411 I& PM= 0.63 in, FBC 1610.1 Lmax = 14.24 ft. Allowable for deflection to DL + LL. (LL)A= 0.26 in LL- >L /360,&P== 0.42 in, FBC 1610.1 Lmax = 14.62 ft. Allowable for deflection to LL. A 5, OK 0 m, BENDING Mm. = 1,269.53 # - ft VGRAVITY = 406.25 # - ft S = 12.70 in VNEr UPLIFT = 62.50 # - ft Sx = 14.06 in S s, OK Sx Lm,ax = 13.16 ft. Allowable for bending USE WOOD I JOIST 1 2 X 8 @ 12 in O/C 8133 S GRAVITY = D + L L TOTAL 12.5 ft REACTION 1 Span 6.25 It Gravity 406.3 lb 1' 2 0.6D 10 psf L1 L2 0.6W 0.0 psf L TOTAL Net Uplt t 0.0 lb REACTION NET UPLIFT = 0.6D + 0.6WIND Span 6.25 ft .. Gravity 406.3 lb 0.6 D 10 psf ,. PROJECT: �. SUBJECT: STRAP DESIGN ADDRESS: DATE: 1 2 SHEET No. Net Uplift 0.0 lb DESIGN BY: EO OF RAP DESIGN 13ASED ASCE 7 -10 ENTRYDATA STRAP 1: USE (1) NVJH 26 BY NU VUE W /(6)10d X 1 1/2 INTO WOOD Wind Pressure 0 psf (ULTIMATE) JOIST & (10) 10d X 1 112 NAILS INTO LEDGER DEAD LOAD 25 psf NOA 12 -0130.34 LIVE LOAD 40 psf L1 0.00 ft GRAVITY 1240.0 lb L2 12.50 ft UPLIFT 821.0 lb L3 0.00 ft JOIST SEPARATION 12 in AL GRAVITY (1) 1240.0 lb STR. 1 OK AL UPLIFT (1) + 821.0 lb STRA OK AL. GRAVITY (2) NA NIA AL. UPLIFT (2) + 0.0 lb NG GRAVITY = D + L L TOTAL 12.5 ft REACTION 1 Span 6.25 It Gravity 406.3 lb 1' 2 0.6D 10 psf L1 L2 0.6W 0.0 psf L TOTAL Net Uplt t 0.0 lb REACTION NET UPLIFT = 0.6D + 0.6WIND Span 6.25 ft .. Gravity 406.3 lb 0.6 D 10 psf ,. .. �. 1 2 0.6W 0.0 psf I Net Uplift 0.0 lb _ 9/33 M® MlA.M1 -DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY - 1.1805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, FI ©rim 33175 -2474 .BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) E ue Industries, Inc. E. 29 Street ah, Florida 330x3 CAPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA- Product Control Section 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 Section (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 duality 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series NVJH, NVTP/H, NVSO and NVHC Wood Connectors AL : awing No. NU-3, titl J Joist Supports, & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets l through 3 of 3, dated 07/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. ToIA P.E., bearing the' Miami Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. AUSSILE IMPACT RATING: None IL ABELI NG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/serieL% and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0828.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 IQ¢t� Page 1 n 10/33 Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: - EVIDENCE SUBMTTED A. DRAWINGS " Submilted under NOA # 05= 0516.01 " 1. Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3, dated 07/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 03- 0730.03" Test reports on wood connectors per ASTM D 1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. 04/21/03 05/05/03 05/01/03 05/02/03 05/19/03 05/20/03 05/30/03 05/30/03 05/13/03 05/30/03 C. CALCULATIONS "Sabmiftedd under NOA # 0M516.01" 1. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared, signed and sealed by Vipin N. Tolat, P.E. «Submitted under NOA # 03- 0730.03" 2. Report of Design Capacities, dated 07/22/2003, sheets 1 through 13 of 13, prepared, signed and sealed by Vipin N. Tolat, P.E. f4to Carlos M. Mora, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 E -1 Report No. Wood Connector Dimetion 1. PT # 03 -4303 NVTP4 Upward 2. PT # 03 -4343 NVTP411 Upward 3. PT # 03 -4344 NVTP4 Upward 4. PT # 03 -4345 NVTP4H Upward S. PT # 03 -4349 NVS0236 Up & Down 6. PT # 03 -4357 NV80236 Up & Down 7. PT # 03 -4358 NVJH24 Up & Down 8. PT # 03 -4385 NVJH26 Up & Down 9. PT # 03 -4386 NVS0236 Up & Down 10. PT # 03 -4387 NVJH28 Up & Down 04/21/03 05/05/03 05/01/03 05/02/03 05/19/03 05/20/03 05/30/03 05/30/03 05/13/03 05/30/03 C. CALCULATIONS "Sabmiftedd under NOA # 0M516.01" 1. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared, signed and sealed by Vipin N. Tolat, P.E. «Submitted under NOA # 03- 0730.03" 2. Report of Design Capacities, dated 07/22/2003, sheets 1 through 13 of 13, prepared, signed and sealed by Vipin N. Tolat, P.E. f4to Carlos M. Mora, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Date: January 1, 2014 Approval Date: June 14, 2012 E -1 11/33 Nu -Vue industries, Ina NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Drawing No. NU -3 statement of code conformance to 2010 FBC, dated 01/25/2012, issued, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 08- 0828.02" . 2. Statement letter of code conformance, no financial interest and no change of product, dated 0$/21/2008, issued, signed and sealed by Vipin N. Tolat, P.E. Carlos M. utrera, P.E. Product Control Examiner NOA No. 12-0130.34 Expiration Data January 1, 2014 Approval Date: June 14, 2012 E -2 TABLE 1 ' JOIST SUPPORTS ' 18 G NVM MST SUPPORTS Allowable toads (68) PnXtuot CCO& 6H Double Header Stngta Header Fasteners > e • Jotete w 5s WM ender m+t` with d(tferent fides. W4*4 1 j 3 j '3,1 2x6 ' 2-2x6 ' .. t -10d s-tm x 1L" i-tod k f1g 7 ?ems,• ' NvM2t: 19b $ 3, 22x8 • 22-2 • U • 1D --tOd wa x >r 240 12Qo azt NYat28 1 6 3 2x8 , 2x1a 2 -2x8 2-2xto * 286 aria 14 lttd tt s0e x tea x t ' 202 2 -2x12 2112 I 3 �e Ooubie Head& Qeneral Notes 1. Steel sh* conform to ASW A653, structural grade 33 06n. yteht 33 ksil and a minimum galvanized waft of G 601w ASTM A5M ?. Allowable loads are based on rational Desigg speci€mations (BIDS? for ' wood contraction..2awSEition.a%v%Jk F'1o»iao 15u:1414ry d� & Design loads are for Southern i%e skies with a specific gravity Of 0.55. ' Allowable loads for other species sballbe adjusted accordlnB - 4. Nag values are based on NDS table x.65 and have been reduced. for Penetrat36n Depth factor ­ 5. Allowable loads for wind uplift and lateral load's have already been ' increased bg a duration factor of 6o % for anchor nail. tdo• increase is ' alloyed for'steel stress: 6. Allowable loads•, for moue than a single c9nnetion cannot be added- together. A design load which be divided into cOmPmenis in the direction given must he evaluated as follows:_ Allowle Upli#f + owable -A. lowble. 7. Allowable loads are base on 1i" thick wood members unless Otherwise - noted. 8. All tests have-been conducted in accordance with AS'i'M D-176L . viPIAC , .-Iffl T PE (CM FL RM a 12817 s 15123 iANi�& CREffii E.Al�lit . •ate HOW". zx rAM �."nr`taeotr. t� u` ue 7 NM JOlS1' SUPPOM »loo sheet:. bate:. NU 3 i oi8' Aa,Y ia'2o� tip 1l!$_`• tam H NVM 20 as shown WM m+t` with d(tferent fides. . .. Qeneral Notes 1. Steel sh* conform to ASW A653, structural grade 33 06n. yteht 33 ksil and a minimum galvanized waft of G 601w ASTM A5M ?. Allowable loads are based on rational Desigg speci€mations (BIDS? for ' wood contraction..2awSEition.a%v%Jk F'1o»iao 15u:1414ry d� & Design loads are for Southern i%e skies with a specific gravity Of 0.55. ' Allowable loads for other species sballbe adjusted accordlnB - 4. Nag values are based on NDS table x.65 and have been reduced. for Penetrat36n Depth factor ­ 5. Allowable loads for wind uplift and lateral load's have already been ' increased bg a duration factor of 6o % for anchor nail. tdo• increase is ' alloyed for'steel stress: 6. Allowable loads•, for moue than a single c9nnetion cannot be added- together. A design load which be divided into cOmPmenis in the direction given must he evaluated as follows:_ Allowle Upli#f + owable -A. lowble. 7. Allowable loads are base on 1i" thick wood members unless Otherwise - noted. 8. All tests have-been conducted in accordance with AS'i'M D-176L . viPIAC , .-Iffl T PE (CM FL RM a 12817 s 15123 iANi�& CREffii E.Al�lit . •ate HOW". zx rAM �."nr`taeotr. t� u` ue 7 NM JOlS1' SUPPOM »loo sheet:. bate:. NU 3 i oi8' Aa,Y ia'2o� tip 1l!$_`• TABLE ' TOP PLATE ANCHORS' NVTP A NVTPH Sits PT.Wdia t Gauge Dimensions (in) 12 8 2x4/4x4 I VfP4 20 Jr Ir 218/4x8 NVIP8 20 1108 . g° ,2xB/4xVj NVIPS 20 • J 8 2x4/436 NVWM ' 18. 8r 28/4x8 NVIPBN . 18 . ar 11 2W/-4X8' NVIP811 ' 18 • 7jr I ar Product code ' Total number of fasteners IOd x 1If Wind t4ft«e Max. UPIM CaPadty (Ibs) 6 8 10 12 NVIP 4,8.8 8%8• 1087. 1348 1808 NVIP 4H,%W, 938' I2-"7 1 1474 (74.8 Notes. 1. See General Notes, Sheet 1. ' 2. One half of all specified fasteners -sholi be used on each side of the stud to achleve tabulated values. A � o e e o ° 0 0 o ° 0 o ° 0 TABLE 3 NM 236. 16 GAU&. HEAVY-DUTY FACE MOUNT JOIST HANGER .fit Size - Fasteners Allowable Loads (Lb&) Header Size , Header. Met o Wry UPW 2xe 8 2-24, Zdo a —a,da 14-10d e—Iot 17" , 1108 . 14-16 8-1ed 1876 •. 1279 . J $ Qb . 1217 r' Notes: 1. see- award Notes, Sheet 1. 1 I5' ° 'a o i O . 0 0 BOLT HOLES 1/2* DIA. ' NAIL HOLE 3 11ir DW i MaKwaMM V pW m TOLAT. Ili (CIViIJ u%dwM9 to FL. nU # 12849 MMOCaft . ao 1$123 LAN= CRMM LANE HOIfST03� Tz 7768 ��� BWea1AF�ideB G/" NV1P &H9TPHFIAIBANCN1►80>p870131'8A 7DW(f C Date: Revs O3 U/i" M! 9018 MM- 0 13/33 TA L 4 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP, PRODUCT FASTENERS • SIGN LOAD CODE DESCRIPTION HEADER JOIST • UPLIFT u ' L2 . NVHC 43 "wT' ne Clip - wfd` • 9 -10d • 9-10d. `667 4(}7: NVHC 43/2 M -nowt® Cup - wktOX2 ' 10 -10d• .1O -1 0d' 917 5471 .432 Notes -For UpUft, use two'oirpsr one on-each - slde to comply with section 2321.7 of • 1. See General Notes, Sheet 1. the FBC 2oto //Zj e � Z` 1�[p ♦ � / � epy �)/n q♦ o e M NVHC 43/2 ' NVHC 43 .dre.�'°Dnrta �fJCr wry , o! IN N TOIAT, FE (CI REG. 8 1284? aLAwmamxLAM ►a�N r �Q ., �4q�•. • u— @! �T ue India�odea Inc • �r,E yC Lola -ia33 Faoc 28 st�c �° = t�ah.Flm»aassols t� ,_, • t • tr FA7C (808! 884.9388 • Q.; • �.� NVHC 43 & NVHC 43/2 HUMCANE CUP. R DVM #-. Sheet Date: Redd,t , (1)11l OM ��a`el�l� 1tyfC44`e� NU-3 3 of 3 [AX1,142=1 (9)12nLim ran M11A1 15/33 PROJECT: SUBJECT: WALL FOUNDATION DESIGN ADDRESS: DATE: SHEET No. DESIGN BY: GE OF USE WALL FOUNDATION WF16 W!(2) # 5 REBAR AT BOTTOM IND PRESSURE 37 psf (ULTIMATE) ROOF DEAD LOAD 5 psf ROOF LIVE LOAD 40 psf OIL ALL PRESSURE 2000 psf ROOF SPAN (L) 6.00 It = ROOF OVERHANG (1-1) 0.00 ft ! %: MASONRY WALL (YIN) N i HEIGHT (H) 8.50 It I MASONRY WEIGHT 30.0 psf FOUND. HEIGHT (Wh) 12.00 in1 <:tq `'• "'' c�'i;.' "'`4 FOUND. WIDTH (Ww) 16.00 in FOUND. REBAR # 5 USE (2)REBAR DESIGN ADEQUATE LOADS GRAVITY = D + L SPAN 3.00 ft ALL LOAD 0 ELF WEIGTH 200 lb ft 1 2 DI + u 45.0 psf w", 335 lbfft 0.6131 0.6W -19.2 psf o.efl.aew -57.6 Ibfft Uplift Gov GRA Vff Y LOADS IS NET UPLIFT = 0.613 + 0.6WIND GRAVITY LOAD 335 lb ft FOUND. WIDTH 1.3 It 1 2 U. SOIL PR. 2000 psf MIN WIDTH P _ 0.17 ft v (2.011n) < 16.00 in OK REBAR AREA 0.35 in "2 AREA REBAR INSTALLED 0.31 in "2 UNIT MIN REBAR PER FOOTING (2) # 5 REBAR LIFT SIS UPLIFT LOAD 57.60 Wit MIN WIDTH wupfifd 0.38 ft (4.611n) < 16.00 in OK 150 pcf x Ili 16/33 LOADS BASED ON NDS 2005 & ASCE 7 -10 DL = 5.00 psf DL = 3.00 psf + LL = 40.00 psf +- 0.6 UPLIFT = - 21.84 psf UL = 45.00 psf UL = -18.84 psf UL (w- im Rmuc-noN) = -18.84 psf Lbibuta = 3.00 ft Wmax = 135.00 #/ft WOOD BENDING AND DEFLECTION DEFLECTION L = 6.00 ft Wmax = 135.00% b = 1.50 in d = 5.50 in Fb = 1,250.00 psi CD =1.0 E = 1.60E +06 psi I = 20.80 in (DL + LL) A= 0.12 in DL +LL- *L/240 Aim,= 0.30 in, FBC 1610.1 Lmax = 8.18 ft. Allowable for deflection to DL + LL. (LL)A= 0.11 in LL-->L/360,& MM= 0.20 in, FBC 1610.1 Lmax = 7.43 ft. Allowable for deflection to LL. A 5, OK Aperm BENDING Mmax = 607.50 # - ft VGRAMTY = 135.00 # - ft S = 5.83 in VNET UPLIFT = 169.56 # - ft SX = 7.56 in S 5, OK SX Lmax = 6.83 ft. Allowable for bending USE WOOD I JOIST 1 2 X 6 @ 36 in O/C SHEAR REINF. 2 legs,# 3 4 in o.c., x dir. THE COLUMN DESIGN IS ADEQUATE. 2 logs,# 3 @ 4 in ox., y dir. ANALYSIS 2(fl•S`J� go— E Ec = 57 f a , Es = 29000ksi 180 16D 140 120 Pn (k) too 80 so 40 20 0 c AT s t= 0.002 46 16 c AT BALANCED CONDITION 44 — — s for 0 <S <s c o fc° 10.85fc 15 &o 60 M. = (M„x2 + Mn y )c' = 210001 ft-k, (combined berdng load.) 0 = 90.00 0, (the direction of combined load.) , for sc a ea 7.6 EsEs , for asssy > Pu fs° fy , for Bs >'ey pg - 96 lt> - At = ¢ Pn tom) Mn tR W AT AXIAL LOAD ONLY 164 0 AT MAXIMUM LOAD 164 8 AT 0 % TENSION 115 14 AT 25 % TENSION 93 15 AT 50 % TENSION 75 16 0 5 10 15 20 AT s t= 0.002 46 16 A,► AT BALANCED CONDITION 44 16 Mn (ft-k) AT c t= 0.005 7 16 1 78.5 AT FLEXURE ONLY 0 15 CHECK FLEXURAL & AXIAL CAPACITY 23 M. = (M„x2 + Mn y )c' = 210001 ft-k, (combined berdng load.) 0 = 90.00 0, (the direction of combined load.) Pmm, x.80 [ 0.85 fo' (Ag - Aso +fy Aej = 164.34 Idps., (at max a)dal Toad, ACI 318.05, See. 10.3.6.2) 7.6 where - 0.65 (ACI 318.055, See.9.3.22) > Pu [Satiafadory) pg - 96 lt> - At = 124 in'. a = Cbpt = 3 in (at balanced strain condition, ACI 10.3.2) Q = 0.48 +83 st - 0.652 (ACI 318-05, Fig. R9.3.2) where Cb = d Be / (go + Es) = 3 in Et = 0.002069 Cc = 0.003 d = 5.81255 in, (ACI 7.7.1) R1 = 0.85 ( ACI 318-05, Sec. 1027.3) Mn = 0.9 Mn = 15 ft -ldps @ Pn = 0, (ACI 318-05, Sec. 9.3.2) ,& et,min = 0.004, (ACI 318-05, See. 10.3.5) Wn = 15 ft -kips @ Pu = 2 Idps > Mu [Satin dory] Pmax = 0.08 (ACI 318-05, Section 10.9) ppr = 0.013 Amin = 0.01 (ACI 318-05, Section 10.9) [Satisfatxory] CHECK SHEAR CAPACITY (ACI 318 -05 Sec. 11.1.1, 11.3.1, & 11.5.6.2) Vn = (V8 + VC) (ACI 318.05 See. 11.1.1) > Vu [Satls(adory] where = 0.75 (ACI 318-05 Sec. 9.323) f„ = 40 ksi sff= = 4 (ACI 318-05, Section 10.16.8.5) spun = 1 (ACI 318-05, Section 7.10.4.3) spy = 4 in [Satisfactoryl d I A0 A,► V. = 2 (fc10-SAo V.- MIN (d Av / s , 4Vc) � Vn X 1 9.81 1 78.5 0.22 8.6 21.6 23 81 169.75 0.22 7.6 1Z8 15 sff= = 4 (ACI 318-05, Section 10.16.8.5) spun = 1 (ACI 318-05, Section 7.10.4.3) spy = 4 in [Satisfactoryl STEEL COLUMN Milton Cubas PE, Inc., Milton Cubas, PE PHONE(305)891 -4174; FAX(305)891 -4175 Apr 25, 2013; 02:27 PM Load Case: WIND (X) = 24 PSF IES VisualAnalysis 10.00.0006 E2WL=-- 4 PSF X 6.25 FT 50 LB /FT 0 X 18/33 STEEL COLUMN Milton Cubas PE, Inc., Milton Cubas, PE PHONE (305)891- 4174;FAX(305)8914175 Apr 25, 2013; 02:29 PM Design View, Unity Checks IES VisualAnalysis 10.00.0006 x 19133 Project:; STEEL COLUMN: 20/33 Milton Cubas, PE, Milton Cubas PE, Inc. April 25, 2013 PHONE(305)891 -4174;--FAX(305)891-4175 C:WIILTON CUBAS 20131BY OWNER \HLS \1025 BISCHOFF\CALC\TERRACE ZONE\ Design Group: COLUMN per AISC ASD (2005) Designed As: HSS4x4x1 /4, Material: \Steel\ASTM A500 Grade B (Fy = 46ksi) Combined Check Member Result Offset Code Unity Details Name Case ft Ref. Check M1 D +0.6W » +X 6.0000 H1 -1b 0.1004 OK KL = 10.0000 ft, Cb = 1.0000 , Lb = 10.0000 ft Axial Check Member Result Offset Demand Fx Capacity Fx Code Unity Details Name Case ft lb lb Ref. Check M1 D +0.6W » +X 10.0000 57.4248 61082.2154 E3 -21713 0.0009 OK Lu = 10.0000 ft, KL = 10.0000 ft Stronq Flexure Check Member Result : Offset Demand Mz Capacity Mz Code Unity Details Name Case ft lb-ft Ib -ft Ref. Check M1 0.6D +0.6W » +X 5.0000 - 1125.0000 10765.4692 177 -1 0.1045 OK Lb = 10.0000 ft, Cb = 1.0000 Strong Shear Check Member Result Offset Demand Vy Capacity Vy Cade Unity Details Name Case ft . lb lb Ref. Check M1 D +0.6W N +X 10.0000 450.0000 25422.8389 G2 -1 0.0177 OK Page 1 VisualAnalysis a.00 (www.ieemb.com) 21133 REINFORCING FOR WOOD BEAM Milton Cubas PE, Inc., Milton Cubas, PE PHONE(305)891-4174; FAX(305)891-4175 - Apr 25, 2013; 03:03 PM IES VisualAnalysis 10.00.0006 Y ASTM A36 22/33 REINFORCING FOR WOOD BEAM Milton Cubas PE, Inc., Milton Cubas, PE PHONE(305)891 -4174; FAX(305)891 -4175 Apr 25, 2013; 03:04 PM Load Case: Dead ( -Y) = 15.0 PSF IES VisualAnalysis 10.00.0006 E DL= 15PSFX6 FT DL = 90 LB /FT Y 23/33 REINFORCING FOR WOOD BEAM Milton Cubas PE, Inc., Milton Cubas, PE PHONE(305)891-4174; FAX(305)891-4175 Apr 25, 2013; 03:05 PM Load Case: Live ( -Y) = 30.0 PSF IES VisualAnalysis 10.00.0006 LL = 30 PSF X 6 FT LL = 180 LB /FT 't' 24133 REINFORCING FOR WOOD BEAM Milton Cubas PE, Inc., Milton Cubas, PE PHONE(305)891 -4174; FAX(305)891 -4175 Apr 25, 2013; 03:05 PM Load Case: Wind ( +Y) = 24 PSF IES VisualAnalysis 10.00.0006 Y WL= 24PSFX6FT WL = 144 LB /FT „ 144Ib /ft REINFORCING FOR WOOD BEAM Milton Cubas PE, Inc., Milton Cubas, PE PHONE(305 )891- 4174;FAX(305)8914175 Apr 25, 2013; 03:05 PM Design View, Unity Checks IES VisualAnalysis 10.00.0006 11 4�W Project: REINFORCING FOR WOOD BEAM Milton Cubas, PE, Milton Cubas PE, lnc. April 25, 2013 PHONE(305) 891 -4174; FAX(305)891 -4175 CWILTON CUBAS 2013\13Y OWNER \HLS\1025 BISC'HOFF \CALL \TERRACE ZONE\ Design Group Results Design Group: COLUMN per AISC ASD (2005) Designed As: Rectangle 4 x 1, Material: \Steel\ASTM A36 Strona Flexure Check Member Result Offset Demand Mz Capacity Mz Code Unity Details Name Case ft lb -ft lb-ft Ref. Check M1 D +L +Di 6.0000 - 5105.3760 7185.6287 F11 -1 0.7105 OK Lb = 12.0000 ft, Cb = 1.1366 Strom Shear Check Member Result Offset Demand Vy Capacity Vy Code Unity Details Name Case #t lb lb Ref. Check M1 D +L +Di 0.0000 - 1701.7920 51736.5269 G2 -1 0.0329 OK Page 1 VisualAnalysis a.00 (www.ies web. com) 26/33 27/33 MIAMN MIAMI DADE COUNTY 1`I PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE MOM www.mlamldede &u leer Nu -Vue Industries, Inc. 1055 East 29 Street SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building 1 DESCRIPTXON: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTH Wood Connectors. NVRT and NVTH", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance (NOA) number, and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, stale, model /series, 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 MiasW -Dade County, Florida, and followed. by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0326.11 and consists of this page 1 and evidence pages El and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 12-0003 rlltollv Expiration Date: August 21, 2013 Approval Date: June 14, 2012 Page 1 28/33 Nu Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA No. 05- 0701.040 1. Drawing No. NU-2, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH ", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TEST "Submitted under NOA No. 05=0701.04" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. and S. E. Black, P.E. Regort No Wood Connector Dir"D Date 1. PT 02 -4073 NVTA Upward 11/06/02 2. PT 02 -4075 NVTA Upward 11/07/02 3. PT 02 -4074 NVTA Upward 14/06/02 4. PT 02 -3938 NVTA Upward 08/06/02 5. PT 03 -4177 14VRT36 Upward 02/03/03 6. PT 03 -4202 NVRT36 -T Upward 02/19/03 7. PT 034271 NVRT36 -T Upward 03/27/03 S. PT 03 -4270 NVRT24 -T Upward 03/27/03 9. PT 02 -4095 NVUH26 Up & Downward 01/17/03 10. PT 02 -4096 NVBH24 Up &Downward 12/03/02 11. 31- 22456.0002 NVTA&NVTAS Lateral 07/06/02 12. PT 04 -4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04 -5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted.underNOA No. 04- 120201" Report of Design Capacities prepared by Vipin N. Tolat, P.E. Product Model No. of Pam Date Sienature 1. NVBM24 7 through 8 05/05/03 V. N. Tolat, P.E 2. NVRT 9 through 14 05/05/03 V. N. Tolat, P.E. 3. NVTA & NVTAS 1 through 6 05/05/03 V. N. Tolat, P.E. 4. NVTA & NVTAS 1 through 14 02/06103 V. N. Tolat, P.E. 5. NVRT 15 through 15 07/07/03 V. N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No: 12- 4130.33 Expiration Date: August 21, 2013 Approval Date: June 14, 2012 E -1 Nn -Vue IndustrlMIna. NOTICE OF ACCEPTANCE: EVIDENCE S, UL3MITTED 29/33 D. QUALITY ASSURANCE 1. Nami -Dade DepartmentefTermitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Drawing No. NU -2 statement of code conformance to 2010 FBC, dated 01/25/2012, issued, signed and sealed by Vipin N. Tolat, P.E. r "Submitted under NOA N& 04- 1202.01" 2. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on 03/26/2003 signed and sealed by Vipin N. Tolat, P.E. 7, /0 Ix Carlos M. Utrera, P.E. Product Control Examh% NOA No: 12. 0130.33 Expiration Date: August 21, 2013 Approval Date: Jane 14, 2012 E -2 TABLE 1 Truss Anchors NVTA and Riveted Trues Anchors with Seat NVTAS i1 L Product Code fauge seat Qehugg airap 18 NVTA -18 I WAS 212 20 = 18 NVTA -18 NY= 214 20 14 20 NVTA -20 WAS 218 20 14 22 NVV,22 NVTAS 218 20 14 24 NWA -24 WAS 220 20 14 26 FNTA -26 WAS 222 20 14 26 NVTA -28 NWAS 224 20 14 30 NVTA -30 WAS 228 20 14 38 WA -36 NVTAS 232 20 14 48 NVTA -48 NVfAS 244 20 14 NO. Of eon Fasteners eoah sir rop 10d klahclnum Allowable Load !be Uplg Sbbhh le Strap Doubler , & Double & Dow l Straps L2 oral & Otn1 Straps 5 757 1514 280 500 6 808 1810 250 800 7 854 1708 250 5w 8 902 *1804 250 sw 9 951 *1602 280 500 10 999 *1998 250 500 11 1048 *2096 250 500 12 1098 *2192 250 wo 13 1148 +2290 250 500 14 1193 *2290 250 800 *Note: For 8 or more rids per ebM use double truse for double straps. Oanerd Notes 1. Steel shell conform to ASTth MU a&ucbad grade 33 (Lft yield 33 ks) and a misbrmm galvanised oeaft of 0 60 par ASTta AS2t1. 2. Adorable leads are based an NaElarol Owing apaciftowns (NOS) for wood canstruotkph. 20oh, j'F,dltlon and T9arldo BullOw Code 2010 3 loads we for Southern Pine species adth a speolfla gravity of 0.55. kids far other epeotee shell be odyhated cocordnglA 4. Noll values we based an NOS table 11P, 11 -0.85 for common wire nalle and have been raced for Peaebathmn Depth factor CO. 5. Allowable Wade for wind uplift have already been [nor by a duratWm tooter of 1.6 far anchor nails. 339: atoll stream 1noreaea to not used In the tabulated values. 6. Allowable loots, for more than am d1ractton for a single connection carrot be added together. A design load which am be divided Into components In the dlrecttow given must be evaluated as follows + ILVW + 0.1.0 7. Allowable Wade are based an If' 8d& wood members unless otherwise noted. 8. Al tie beams and muted awards maaenry shy comp! with Chapters 19 and 21 of 2010 FBC. Concrete for Se been and grout ad mortar for concrete a ray shod be a min. of 2500 Pat. Concrete masonry shell comply with ASTt1 9. All testa have bosh aonduated In accordance with AMU D -1781. .- IYI1— TABLE 2 Trun a Ane-, hnrs NVrA nnef Rluafad Tnrara Anehnrc with Swnf W%rrASS th On Product Cede Gouge seat 0=90 strap 16 NVTA -16 NVTAS 212 20 14 18 NVTA -18 WAS 214 20 14 20 NVTA -20 NVTAS 218 20 14 22 • NVTA -22 NVTAS 218 20 14 24 NVTA -24 NVTAS 220 20 14 28 NVTA -26 WAS 222 20 14 28 NVTA -28 NVTAS 224 20 14 11 NVTA-30 NVTAS 226 20 14 38 WTA -36 NVTAS 232 20 14 48 WA-48 NVTAS 244 20 14 t or w, L to ad _ ' +rill r rpe to wag � �LZ 30/33 No. of Fasteners each 10d xstrop Modmum Allowable Lad iba U Iitt gQ a Strap UPS Doubt , L1 Single SDoubl asps L2 Singh & Double Straps 5 1032. 2236 250 500 8 1127. 2284 385 bee 7 1136 2272 520 830 5 1144 *2288 8w 830 9 1153 *2308 820 830 10 1161 *2322 520 830 11 1170 *2340 520 830 12 1178 *2356 820 I 830 13 1167 *2374 820 630 *Note For 8 or more na9e per strap, use double trues for double straps. Retnforeements Required ''r-- Cahaete Tie Beam or Tle Beam fanned with concrete filled FFfl 0 0 o 2r 0 1 Hdea Mo. " NVTA, NVTAS b II IAM NV8H 24 BUTTERFLY HANGER fASiENER Notes: 1.1 ��Nepecifled tastmero In sch*A a to oohlow Won 2. Vdm ore based m: W headw and JoW thOomm 3. gas Conerd Notes, Shad 1. SYMM.0 Mid Span or TABLE 4 NVUH 26 JOIST HANGER 8CHEDUI E ALLOWABLE LOADS (") Tw; OtM M LOADS 2a NVBH2 I 18 12 B 1113 Notes: 1.1 ��Nepecifled tastmero In sch*A a to oohlow Won 2. Vdm ore based m: W headw and JoW thOomm 3. gas Conerd Notes, Shad 1. SYMM.0 Mid Span or TABLE 4 NVUH 26 JOIST HANGER P 7i�lp %, P t my 3r 1Q' MPIN N. TOLAT, PE (Cl FL REQ 12847 1$123 TERN CREEK HOUSTON. TX 77088 5Y' 9 DOWNWARD LOAD x.4A u — Vu a i dueirw% in& 1083 -1058 Eael 29 Stred Hldeah, RwW 33013 PHM i X 0305)) 694—OM NVSH 24 AND NVUH 28 HANGERS i 0: Shots: Ddet RoWslona: J" 14 2 —2 2 of 4 FEB. I&" ,tmt. 10. 2m my, tae FASTEW ALLOWABLE LOADS (Ibe j Tw; DONNWARD ptmol LOADS MGND t2DAtT LOAD I - 2x8 NVlR12B 14 20 10 2233 1213 P 7i�lp %, P t my 3r 1Q' MPIN N. TOLAT, PE (Cl FL REQ 12847 1$123 TERN CREEK HOUSTON. TX 77088 5Y' 9 DOWNWARD LOAD x.4A u — Vu a i dueirw% in& 1083 -1058 Eael 29 Stred Hldeah, RwW 33013 PHM i X 0305)) 694—OM NVSH 24 AND NVUH 28 HANGERS i 0: Shots: Ddet RoWslona: J" 14 2 —2 2 of 4 FEB. I&" ,tmt. 10. 2m my, tae ..Y TABLE 5 NVRT Flat and Twisted Rafter Ties Length (in) Product Code Gouge 12 NVU -12 14 16 W*T -16 14 1s NYRT -18 14 20 WAT -20 14 22 WWT -22 14 24 NAT -24 .14 30 WMT -30 14 36 NIM -36 14 4s NW -49 14 led Fasteners Maxlr uim Uplift Load (Ibs) TOTAL AMP Flat Ties Twisted Ties 8 4 728 724 10 5 861 88o 12 6 998 996 14 7 1136 1132 N 1. qm fy 'F° far Flat and -r for Twisted when arderlag. 2. Fasterter valves am based an a mtnlmum 1j" thick wood members. 3. b Indleates n& of nails In each connected wood marfber. 4. See General Notes, sheet 1. Vog ifwlle TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams ar r`.nnar®te FlIlnd Matmnry Length Product Code Gauge 12 WAT -12 14 16 WAT -16 14 16 NWT-18 14 20 NYRT - -20 14 22 NWT -22 14 24 NVRT - -24 14 30 NVRT -30 14 36 NVRT - -36 14 48 NYRT -48 14 No. of 16d nails to Wood Framing No. of j° diameter Taps to Concrete Mlaximum Uplift Load (Ibs) 4 6 722 S 7 am 6 8 991 7 9 1128 U.. AF 1, L77 wr M •�•-ri fyalr %,; Nib Y a Notes: 1. ITW ta"m shall be embedded a minimum of 1j* b to carwrato tiebeam or Babeam formed with oorcrate flied meaohrx 17W topaare "I Do not have a min. edge distance of 2} and minimum spacing of 1r as shosm U otreled holes 2. See General Notes, shost 1. UPUpT y 3. Al tapaone numt be In the amr a raw Wace at Or an voters. Do Cot uee holes In the opposite row. �( Strop must be long wwnb to accommodate required tapearm 0 1° 1�b o 1. 0 0 NVRT Anchor Holes dia. 4' 2r MhL edge distance RaOnferaement required TN 9e4rn,:f0tm40;_WAl. Concrete filed maeonary or` Concrete Us bears i. TCILAT, PE (CML) �� 3. 8 92847 LANTERN l3iEE1C LANE DN. TX 77088 18d }°TapCorna U ! V U e ifxknetrle9, Ina. 1O3 -1089 Eat 29 Street lilaloah, Florida 33ot8 5 d� Pi10 � 8 � 39 i 94 -0 FAX NVRT FLAT AND Til1STED RAFTER TiES UtlaGt 9 eetti Dqt� Revlabn>c,�yv zz s . _ drub to Fes: NU-2 3 of 4 Fie. 13. 2003 ,My is a M® MIAMI -DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www- mlamidede.eov /Oern/ Cure A -Tech Corporation 930 West 23`s Street, Hialeah, Fl. 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 715 Aluminum Outswing French Doors w/wo Sidelites- L.M.I. APPROVAL DOCUMENT: Drawing No. W12 --19 Rev A, titled "Series Alum French Door w/ sidelitws (L.M.L) ", sheets 1 through 14 of 14, prepared by AL- Farooq Corporation, dated 05/07/12 and last revised on AUG 23, 2012, signed and sealed by Javad Ahmad, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Max Partial Alum Clad Plywood Panel not to exceed 38 -1 /4 "W x 35 -3/4" H for sidelites and 29 -1 /8 11W x 35- 1/4"H for door leaf, as glazed on sheet 3 and detailed in section ® in sheet 12. 2. Cury -A Tech SHW is under separate approval, when used lower DP of door, SHW or sidelite shall control. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishatl L Chanda, P.E. NOA No 12- 0529.19 Expiration Date: August 30, 2017 Approval Date: August 30, 2012 Page 1 �, APPROVED Cnry --A -Tech Cornoration NOTICE OF ACCEPTANCE: EVIDENCES MMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12-19 Rev A, titled "Series Alum French Door w/ sidelitws (L.M.I.)", sheets 1 through 14 of 14, prepared by AL- Farooq Corporation, dated 05/07/12 and last revised on AUG 23, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of an outswing aluminum glass door w/ wo Sidelite, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL -6749, dated 03/1212, signed and sealed by Marlin D. Brinston, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 05/14/12 and revised on AUG 07, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex clear & color interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/01/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/26/11 approved by PERA. Ism haq L Chanda, P.E. Product Control Examiner NOA No 12-0329.19 Expiration Date: August 30, 2017 E -1 Approval Date: August 30, 2012 TYPICAL E MATICIN DOORS LOAD CAPACITY - PBF SINOLS DOORS (X) DOOR DIMS. LAMINATED GRASS FILMEE W IDTH LEAF WI DTH FRAME HEIGHT 00..( +) WT.f -) 41-1/2"137- * 9B' 1 0&0 11 70.0 s a 78 1/2• AEAYL SURFACE APPLIED FALSE MUNiPIS MAY BE USED VITOWRAMiTC61717m DOORS LOAD CAPACITY - P» DOUBLE (n) DOOR am. LAMINATRD GLAW rom 1 1 EXT. { +) wrf-1 79 -1/2. 37 -3/4• 98• 1 0&0 1 70.0 SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. ' SEE SHEET 4 FOR DEMN LOAD CAPACITIES. o c 8 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ii REQUIRAIE10 OF THE CURRENT FLORIDA BUU NG CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). I N TOY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. $ ffi vS BE AS LISTM, SPACED AS SHOWN ON DEIAII.S, ANCHORS LBASE EMBEDMENT TO MATERIAL SHALL BE MOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS = =It ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. J MATERIALS UJGd10DJG BUT NOT UNTIED TO STEELjNM I SCREWS, TWIT COME INTO SEE CONTACT WITH OTHER DISSIhALAR MATERIALS SHALL MEET THE REQUIREMENTS I 1 11 g��olau o� Oa \ i i Z =G == OF CURV- A -TECH ,COtPORATKIN AND A LABEL AFFIXED. N I 1 I I � •° ACM INACTIVE VITOWRAMiTC61717m DOORS LOAD CAPACITY - P» DOUBLE (n) DOOR am. LAMINATRD GLAW rom 1WDTH 1 EXT. { +) wrf-1 79 -1/2. 37 -3/4• 98• 1 0&0 1 70.0 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REWIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARM NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 N Z loth a� T GLASS D.L.O. D1 & FLA. PE Y 7�I2 D.L.O. HEIGHT - FRAME HEIGHT - 11.887° 38J8 g O.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.750° $ .y D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 24'/2 jj ' � 412 droving no. DOORS /SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. AuG 2�' VN12 -19 SHUTTERS ARE NOT REQUIRED. (sheet 1 of 14 CURV A -TECH CORPORATION BLMX.AH, FLORIDA. (305) 888 -9631 MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED SERIES "715" ALUMINUM OUTSWING FRENCH DOOR AND SIDELITES - L.M.I. SKIMS 715 AL.LL1A MIN FRENCH DOOR W/ SMEL•ITER O m APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS RZ WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. ' SEE SHEET 4 FOR DEMN LOAD CAPACITIES. o c 8 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIRAIE10 OF THE CURRENT FLORIDA BUU NG CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). I N TOY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. $ ffi vS BE AS LISTM, SPACED AS SHOWN ON DEIAII.S, ANCHORS LBASE EMBEDMENT TO MATERIAL SHALL BE MOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS o ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS UJGd10DJG BUT NOT UNTIED TO STEELjNM I SCREWS, TWIT COME INTO CONTACT WITH OTHER DISSIhALAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT RMIDA BLDG. CODE SECTION 20018.4, c g��olau o� Oa THIS NOA R NOT VALID WITHOUT CORPORATE SEAL OF CURV- A -TECH ,COtPORATKIN AND A LABEL AFFIXED. N CNri�O � •° GLASS D.L.O. D1 & FLA. PE Y 7�I2 D.L.O. HEIGHT - FRAME HEIGHT - 11.887° 38J8 g O.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.750° $ .y D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 24'/2 jj ' � 412 droving no. DOORS /SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. AuG 2�' VN12 -19 SHUTTERS ARE NOT REQUIRED. (sheet 1 of 14 CURV A -TECH CORPORATION BLMX.AH, FLORIDA. (305) 888 -9631 MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED SERIES "715" ALUMINUM OUTSWING FRENCH DOOR AND SIDELITES - L.M.I. - • IM - SIDELITE OPTION NOTE; MAX. PARTIAL 38 -1/4ALUM CLAD PLYWOOD PANEL NOT TO EXCEED FOR SIDEUTE ' WIDTH X 35 -3 {4° HEIGHT FOR DOOR 29 -1/8' WIDTH X 35-1/4 HEIGHT Z >�Bede bet ELITE FRAME NOTES. 1. DOORS ARE VIEWED FROM OUTSIDE. 2. FRENCH DOORS WITHOUT WSECT SCREENS. S�eSS D.L.O. DIMS. FlA'!_7�882' HEIGHT (HIGH PROFILE SIDELiTE) = FRAME HEIGHT — 11.750° ��on�3aa D.L.O. WIDTH (LOW PROFILE SIDELITE) a FRAME WIDTH — 5.250° 0.1..0. WIDTH (SIDELITE) = FRAME WIDTH — 4.250° D.L.O. HE (DOOR) =FRAME HEIGHT — 17.887° D.L O. WIDTH (X DOORS) m FRAME WIDTH — 13.750• A 20 ?2 D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH — 247/2 I N z # 0 o X IRO N O drawing no. W12 -19 31 NOI 28 IUNDER SEPARETE NOA 24 m m N 269/16- D.L. am (VENT) 28 11/18• vENT TTIOTFL SINGLE HUNG W94DOW INSTALLATION FOR ILLUSTRATION ONLY 39• SDTGLR LEAF (%) DOORS BITE CURV -A -T=B S.H. EDT/. INSERT DESIGN LOAD CAPAQTY - PSF 7/18' LAM. OLM19 DOOR OR 7/8' INSDL. LAM. GLASS FRAME WIDTH FHEIGH T PAR= AWN GAD PLYWOOD (INCHES) HES) Ev.( +) 43' or 88.0 1 70.0 {�V G N F � �3 fY �< NOTE: Q DOORS WITH S.H. WINDOW INSERT (UNDER SEPARATE NIA) MAY BE INSTALLED WITH OR WITHOUT SIDELITES. SEE SHEET 4 FOR SIDELITE CAPACITY. �m0 Z 0 v Imo• H.S. CLASS ` SILICONE oo 080° INfERLAYER DOW CORNING 998 U j _ SAFLEX SIG W BY 'SOLUTW ALUM PANEL. � ! 2c 1/8° X.S. CLASS cV _ s /e• PLr11=1 v+ a SIUCONE .080° ALUM PANEL n � DOW CORNING 998 Taj SIUCONE ALUMOM DOW L FORMED CORNING 998 � ONG BEAD 'm / � r � 14 J B.H. WIND DW DOOR 8/18' LAM. GLASS PARTIAL ALUM CLAD PLYWOOD CLA?Il4G DETAI/S ` EW.. JAYAD ND o LOWER DESIGN PRESSURE OF SINGLE LEAF DOOR 012' noi OR SINGLE HUNG WINDOW (UNDER SEPARATE APPROVAL) OR SIDEUTE SHALL CONTROL THE ENTIRE ASSEMBLY. !• YY1 2— 1 sheet 3 of i 4 F� agz ;5 D�OO.. qaa ° N n M p yy N O m 0 rq 0 to fi S to •J ,ggz n" m N �m+t m Z n m R � N .�^ a � OB -07 -12 nf6v�8[Of18: E a 10MMIJ I xE L -� `b, V OI O P N b 0> W N W O A m N 01 Q A Oo N W O a \b\ zi o Ca 'b W W O + O� i w0 5 L+o 6 b 6 b G Soo W b b o b+ o f O "111r. b O 0 �!�� b 1 0 1 � o�o 0 o V D 0 0 0 W i5b5+ Q }�70 000b gg10gggCEiia oL�bpCOQ t ' "�}"� L 2e lA� V. 3P0aaale 0 V o b o b to V o Wv J �pop� O fJ �yv/1 V Lo b, O. G m ypo C L O pyb O L O ypb pyb pyb o o O O O O o oo o b b 5 b oo bo b o o� b b b o o b b b b b b b o L, b b b b �• i 00, / \\ ate// \ 00, 0 i aM� ` F.l&ES 715 ALUII FMO DOOR ®/ SMEM (LYl) awo` 11 mox \b\ aumo moo` MWMI, RLOWOA83994 HIALEAH, FL 33010 UL.(Wm FAX (SM2Wi GM 50 _ \\` F I F.l&ES 715 ALUII FMO DOOR ®/ SMEM (LYl) / \ mmw a mox \b\ aumo moo` F I F.l&ES 715 ALUII FMO DOOR ®/ SMEM (LYl) / \ mmw a cuFry -n-�cH coF:raow►nON \b\ f moo` MWMI, RLOWOA83994 F I F.l&ES 715 ALUII FMO DOOR ®/ SMEM (LYl) 001\ a cuFry -n-�cH coF:raow►nON moo, f 930 W. 23rd STREET MWMI, RLOWOA83994 HIALEAH, FL 33010 F I TEL (303) 888 -9831 FAX (305) 60 COMP- ANL\W12 -19M f F.l&ES 715 ALUII FMO DOOR ®/ SMEM (LYl) AL- FAROOQ CORPORATION a cuFry -n-�cH coF:raow►nON MM "� & PROMW DEVEWP Ama �xisaw slave f 930 W. 23rd STREET MWMI, RLOWOA83994 HIALEAH, FL 33010 UL.(Wm FAX (SM2Wi GM TEL (303) 888 -9831 FAX (305) 60 COMP- ANL\W12 -19M f LACK OPTIONS- ACTIVE LEAF, SURFACE MOUNT DEAD BOLT LOCK BY 'SULLIVAN & ASSOC.' AT 4S' FROM 80TTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4 -28 X 2 -1/2' ON MS LEVER TYPE METALLIC HANDLE AT 37' FROM BOTTOM. FASTENED TO ACTIVE LEAF LOCK STILE WON (2) 88 -32 X 1 -3/4' PH MS. CONCEALED FLUSH BOLTS BY 'S "M & ASSOC: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' AND 88" FROM BOTTOM FASTENED TO LOCK STILE WITH 88 X 314' FH SMS (2) SCREWS PER BOLT INACTIVE LEAF CONCEALED FLASH BOLTS BY 'SULUVAN & ASSOC.* MANUALLY OPERATED LEVERS MOUNTED ON RODE FACE OF LEAF STILE LOCATED AT 28" FROM TOP AND 12' FROM BOTTOM FASTENED TO LOCK STILE WITH 88 X 3/4' FH SMS (2) PER BOLT ACTIVE GAC• 4 POINT LOCK SYSTEM BY INTERL" AT 39' FROM BOTTOM HANDLE ACTUATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OOPEERATED ON OM30OR AND THUMB TURN ON FASTENED TO ACTIVE LEAF LOCK STU WITH (2) 88 -32 X 2" Q1, MS INACTIVE LEAF.- CONCEALED FLUSH 80LTS BY %ULWM & ASSDC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE. LOCATED AT 12" AND 88" FROM BOTTOM FASTENED TO LOCK STILE WITH 88 X 3/4" FH SMS (2) SCREWS PER BOLT ACTIVE_ LEAF.- 4 POLO LOCK SYSTEM BY 'INTERLOW AT 3r FROM BOTTOM HANDLE ACTUATES DEAD SOLT AND SHOOT BOLTS DWAING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 88-32 X 2' OH MS INACTIVE LEAF.- POINT BOTTOM SYSTEM BY YNTERLOCK' AT 39' FROM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT AND S[LL F FASTENEO TO INACTIVE LEAF LOCK STILE WITH (2) 88-32 X 2' ON MS ACTIVE LEAF.- 4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 38' FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF I= STILE WITH (2) 88-32 X r ON MS INACTIVE LFAF CONCEALED FLUSH BOLTS BY 'SULLWAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE. LOCATED AT 12' AND 88' FROM BOTTOM FASTENED TO LOCK STILE WITH 88 X 3/4" FH SMS (2) SCREWS PER BOLT 11 \ 1 : 11 I \ \ / It / ACTIVE WACTNE \ ACTIVE ACTIVE \ INACTIVE ACTA2 -ACM l ACTIVE Warm ACAw 311W TEMP. GLASS HMGES 8" HEAT STREN'D GLASS 1/4" AIR SPACE WITH OPTIONAL MUNTWS 3/18' HEAT SIRENb GLASS ALUMINUM/ST. STEEL HINGES BY 'SULLWAN & ASSDC. C 090" INTER LAYER NEAT ST INTIMATER N'D M _ (AND AT MIDSPP LEAF AT 11 -1/8' FROM TOP &BOTTOM \ '�I C�EX HEAT SOLUTW CLASS sr. STEEL HINGES REQUIRE BACK -UP PLATES 111 v3/16' HEAT STREN'D CLASS DOW CONNING 998 c 27 �\ 7 \ 13`1 / \ 1 1 1 ! 14 7/18' LAM. GLASS 7/8' OVERALL INSUL LAM. GLASS GLAZING OPTIONS 995 EAgr:. VCIVL . RA PE B 7ew CAA . . NOA,/ 29,7012 gill d ati Bill drowtng no. W12 -19 IBY wow SUCK 20Y W= M= OR WOW STRUMME INTO 23Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 10Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONIC. OR MASONRY 014 SMS OR SEC DRILLING ING SCREWS COMM 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. 0 1/8') INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1 /8' THK. MIN. (8063 —TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE a I" MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT HEAD. SILL OR JAMBS re r 3100 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS T'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. DOOR DETAILS 24, waft WYe Iwo 4r� 8 n y 4� Q a7 all $n €3 drawing no. W12 -19 LID �� Ile Rim O 3 ASTRAGAL FASTENERS �10 X 1/Y FN Ms D 1/4' MAX. O spy N AT 1/4, 3/4' FROM ENDS TYPICAL AE 18 AND 12' O.C. MAXI. 18Y WOOD BUCK O ELEV. FOR SPACM ACTIVE LEAP ,. U 28 28 24 W 13 • Tm sEE �MIC1�RS V q ggggg * FOR SPACM •1) Fd E EXTERIOR LEM WmrH Um OPMIS smsm8 DOOR FRAME WIDTIi z I a /4, MAX. O 1/4- �1 sHDe o TYPICAL ANCHORS • . 3� 18 SNO T!O 28Y 111a0D Age, FOR FOR SPACRM` ACTIVE LEAP INACTIVE LEAP OR D NOTE N - 28 28 7 OMf e' 13 tQ 7 D.L. OPG. 7 17 D.L. OPG. TYPICAL ANCHORS SEE ELW. FOR SPACING $ EXTERIOR LM WIDTH LFAF WIDTH DOOR FRAME WIDTH Nli • �►l:e� 1 /� AHMAD FLL PE�p-1Z� drawIng no. DOOR DETAILS g 20 2 AUG . 9 , , W12 -19 sheet 7 or 14 TYPICAL rSEE V ESE OISf. SUCK FOR SPACING •Ti :. - EOOE OST. _ °• �a • N wa ye (Y ay 2 s /ts• ACCESS MOLE 4 TYP. 1/4• NAK.' , O J � c4" B cc at SHDt s is 3 S � s is r - �, - se ae $ e : ' 13 z4 I � 13 F I � C xs EXTERIOR o OPO. 0 A i9 c W LEAF WIDTH N . 1 W SIDEtm WIDTH DOOR MAW YAM � it TYPICAL ANCHORS SEE ELEV. s is L FOR SPACING PWrPipLlgn(91 As WIN L I I I I I I I _ I 4 _ •• CJ 2 e D.L. OPG. EXTERIOR Dl. OPG. OC7. SIDEWE WIDTH .: DOOR FRAME WIDTM LOW PROFILE I;q.. SIDELITE \ , A n a SIDELRE \ FL'. P� 70M y� ..• • a. . ,. .. ' ' :. as ' b a I drawing no. EDGE GIST. � EELLEVATIONNS p EDGE OIST. rAlICAELEV no °ate W 12 -19 FOR SPACING FOR SPACING SIDELITE DETAILS sheet of 14 J / 4.000 .129 1.780 ��. .518 2.128 ` 0.375 .750 .879 .049 .B88 + Z 3 1.780 Q .078 F TYP --�I� 4.187 4.000 .687 0.312 LZM e 075 BN a ' CLASS GLASS STOP at 2125 � d t DOOR FRAME HEAD /SILL 14 7/1r ® O P .517 C� aaoo ,� 7 LEAF RAIL & STILE I.o,2 .517 �J80 2� ® I I 1.780 .703 a /sr� wia .71-1 - -- - 1 INNER GLASS STOP 5.000 15 7/1W MM I .078 J5 3 00 1YP. Typ. o i l I 0 � 9 CHAIR RAIL Z O 1.750-1 ¢ 4 O4 INNER GLASS STOP ° SIDELTTE TOP & BOTTOM FRAME WSUL 01ASS _ N- PROFILE '� 2024 t9 ALUMINUM HINGE jam- -4.000 .,25 1.090 4, -2 MS n <Na 727 4.900 1.875 1.750 17 ASTRAGAL ADAPTER .125 c- 3.722 .082 078 T,p. 1g 2.072 , *a»euirl9d.gAAi s` € O SIDEUTE TOP & BOTTOM FRAME �cooir� 8 LOW PROM 2 FRAME COVER SIDEUTE ALUM REINF. 1 I s 4 �i..ii1 t 1.7so 1.7so -^{ 1.379 ®+ ®+ o78 078 Typ. ^ I e aTrP. F.121- TY ti8j} STEEL HINGE r 4.000 4.000 4.188 .737' s .o ISM 1 1.984 .080 1.387 7ST I I O �I II .078 .787F�• droving no. 1.812 1.875 1.5001 12 ? 1.012 W12 -19 DOOR FRAME JAMB SIDEUTE FRAME JAMB SIDEUTE SUP ON JAMB LEAF ALIGNMENT BRACKET ,s SNAP COVER AUG sheet Q of 14 1 oil oil I I Mum A O_ N f N� 3 a �9ES 715 NAY MW 00th W/ SDk M (ULL) AL FAROOQ CORPORATION a _ N *. ima s/e• . r CM —Ar-=H CORPORA710N 1°t 87 AVE ���� f 0 ° sy I�uw 930 W. 23rd STREET MUML FLORaA 33174 C -� HIALEAH. FL 33010 �PM oo Faxc�232eMM t0 er TEL (305) M -9631 FAX (305) 1S9 -9969 COMP -ANL w12 -lscrc ". ia���ii�i�aam :la�wi.tiammvma♦uN.. I Ei � 1•' I �mQ pXp `x x Z Z ` IS A� O r �► p yy y y p� � �j y �p �1� ,p 1.1 11191 A yg A N yaN � Flo tl � � 9 � 1`m� a a 4 X x { GF! L%6- ro 0 N .. F n lama 05.07 -12 f rensio8 . MM 715 ALUM FRENCH DOOR 1A/ Swam (L.Y1 Nmo,� 3/e• . 1• MIZ12 aev RR xm cwomals CURV— A—TECH CORPORATION 1 m. yv 930 W. 23rd STREET —� HALEAH. FL 33010 c �" TEL (305) BBB -Ml FAX (305) WB -8868 \. AL- FAROOQ CORPORATION pa NQUIESW II f 2z .%W. W Ave M"L FLORIDA 3=74 FRAME MEW LEAF HECK MAX. S.H. WW W HEIGHT - 47 15/16 EXTERIOR O OL On. O OL OPG. r ---- _- - - - - -- - - - - -- --- i, - - - - - -- ---- -- - - ---- i` �) � I'tQ>j • •s V VENT HEHiHT � Z .. .• • �.� 1/4- MAX SHM SPACE yaQQ$ �y N FRAME HEIGHT LEAF HEIGHr O EXTERIOR 7111 q• a '0 Q V V s V ODL OPC. ---- -- 30 ddw m PD •+2m 1" S a° 05-07 -12 s 715 AUN FRDD DOOR smWO AL-FaR OOQ CORPORATION 13 MRV —A -7MH CORPORATION ENGU"U+saPRonucrDHVEL*vMmvr s br- MU 930 W. 23rd STREET �9 w. s7 AVE ■ t d*. en HViLEAH, FL 33010 Tp 0 174 FAX.(3M288.8878 �' TEL (305) aee -9631 Fnx (30s> bee —si88e COMP —AHL Wia -19 1/4' MAX. S.H. WOW. SHIY© TYPICAL 3 F-IM—A—TECH VENT WIDTH UNDER SEPARATE APPROVAL R 0 �V�mur 1 ANCHORS 18 18. SEE ELEV. '.' FOR SPACING ��' :. 28 e� g .• a 13 24 � r 1a4i d • 13 47 .4'• 1}y( 1 bS 71 4 s. 23 �3 .. D.L. OPG. 25 DJ. OPO. MAX. WINDOW WIDTH - 31 9/18- SMEUTE �� TYPICAL. ANCHORS MAX. LEAF WIDTH . 39• � FFOR SPAM SMI 5 FRAME WIDTH C 1/4" MAX. SHIM O$ 3 PARR ALUM CIAO PLYWOOD PANEL O \ 1.. 18 t8 1 It = 6 p t-M1 28 N 13 g� 3 e1Vi �. 13 28 WIDTH - MAX. LEAF WI - 39- SIDEl1TE WICM f5 toy WOOD SUCK FRNdE WIDTH C N FM Nil�2 sere 6? droW(ng no. AU 2 2 2012 L W12 -19 cheat 13 of 14 2.090 082 1.290 "81 FRAME His to SOS3-T5 1.OBT —.002- � 4 1.048 MED b1EEWQ Rim Q 808�T6 .884 1.082 .082 1.900 -W 1.312 ceSH TOP Ron S C -mpg 8083 -TB ,.924 1.600 1.082 .082 .812 SASH R�TTOM �n Oo �BS�T8 .082 2.173 L .790 I �4+ -aAB2 --{ 1.126r STS .062 1.014 1.082 �2 jl_ .09 — I L -1092-J mix $ I PABT 8 CUAMM DBBC1 TPLi T10N HATEFUL LLUVOF. /8UI'PLfER/ 1A C -3001 1 FRAME HEAD 8083 -18 2A C -3002 1 FRAME SILL 8083 -TB - 3A C -3003 2 FRAME JAMB 8083 -T8 _ 4A C -3004 , FOn MEET= RAIL 8083 -T6 - SA C -3008 1 SASH TOP RAIL 6083 -T8 - 8A C -3008 1 SASH BOTTOM RAIL 8083 -T8 - 8A C -3007 2 SASH SIDE RAIL 8083 -TS 9A /8 X 1- AS RELTD. ASSEMBLY SCREWS - IPA so ICA C -3088 4/ VENT FACE W DES r FROM ENDS NYim - 11A C -3009 2/ VENT SON LATCH AT 8 -1/4' FROM ENDS 8083 -T8 WITH S.S. LEW SPRMO 11.1 /8 X 3/0 2/ LATCH LATCH INSTALLATI&I SCREWS - F.H. SMS 121% 3017 -0 AS REDO. F89 SEAL PILE - ULITLIFAB 13A C -3011 AS RE00. BULB WEATHER STRIP. DUROMETER !70 SHORE A VIRYL CEMPoU. PLASTICS 1SA - AS REOD. ALUM OLAZWO 8EA0 ALIAO701M ROLL FORMED iBA - 2 BLOCK & TACKLE BALANCE 8/8' BOX, GLANCE SYSTEMS OR EQUN. oll" M CURV -A -TECH S.H. WDW. SERIFS 925 UNDER SEPARATE APPROVAL FLA. PE 395Nrr34z LEAN, oil L. N_ Z Q� LL oT3 �A g3� n Hit- drawing no. W12 -19 :host 14 of 14 r ®�E MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Flodda 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA i t ade r Cury A -Tech Corporation 930 west 23' Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11930" Aluminum Fused Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -01, titled "Series =930 Aluminum Fixed Window (LMI.) ", sheets I through 5 of 5dated 01/11/07 with revision A dated 12/07/11,, prepared by Al -Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile.Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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. 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 and renews NOA 0 07- 0201.05 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. M1aMtnu�oE unnr NOA No. 12-0124.01 'J • Expiration Date: April 12, 2017 Approval Date: March 22, 2012 3�1(p f/2 Page 1 Cure- A-Tech Coruomtion NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -01, titled "Series -930 Aluminum Fixed Window (LMI.) ", sheets 1 through 5 of 5, dated 01/11/07 with revision A dated 12/07/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL- 5073, dated 10/23/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #07- 0201.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water-Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per. FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL- 5074 dated 11/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #07- 0201.05) C. CALCULATIONS 1. * Anchor verification calculations and structural analysis complying with FBC -2010, prepared by Al Farooq Corporation, dated 12/07/11, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Manuel ez, P.E. Product Con xaminer NOA No. 12-0124.01 Expiration Date: AprH 12, 2017 Approval Date: March 22, 2012 E -1 Cure -A -Tech Corporation NQTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1: Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflez and Vanceva clear and color interlayeW' dated 05105111, expiring on 05/21/16 2. Notice of Acceptance No. 08- 0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus H Laminated Glass" dated 09/11/08, expiring on 08/07/13. 3. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08125/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated December 07, 2011, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5073, issued by Fenestration Testing Laboratory, Inc, dated 11/29/06, signed and sealed by Edmundo Largaespada, P. E. (SubmiNed under previous NOA No. 05 -0105.01) G. OTHER 1. Notice of Acceptance No. 07- 0201.05, issued to Cury -A -Tech Corporation for their Series 930 Aluminum Fixed Window — Impact, approved on 04/12/07 and expiring on 04/12/17. Manuel Pe P.E. Product Control iner NOA No. 12- 124.01 Expiration Date: April 12, 2017 Approval. Date: March 22, 2012 E -2 WINDW WINDOW WIDTH WIDTHH I I � L J I I I I � � I I I i I - -J WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH ?I= 3 J WINDOW WIDTH WINDOW WIDTH WNDOW WIDTH 3;j J is 3 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. FAL: ISURFAI RIES 930 ALUMINUM Y APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF MED /n= OR FD(ED WITH OTHER MAMI -DARE COUNTY APPR'O WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA B=ING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVIM. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS 0170 WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/NETAL SCREWS. THAT COME IRO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L.O. HEIGHT = FRAME HEIGHT' - 4.125' D.LO. WIDTH = FRAME WIDTH - 4.125' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT. RMARED, 2Q1f to o 4� �o 3� F 4. 0_ dN4 H�i. all's drawing no. W07 -01 :4 oil EXR1310R 5/8° Mft TP. GLASS 811E g CA j � o g FFFiii Q q m� n� EXFEFWR 5/8' MK T ?. m GLASS BILE w W m Vi chi � W L ofo Ag� EXIEF40R . 5/8' MM. T ?. Qx� GLASS SITE if3i VE Dd rn ]•jj w \ � r e ' s /8' MN. TYP. EXTMOR GLASS WE 3"' w 3 mc� 0+_11 rev 1:r1� SERIFS 930 ALUM9rUM FIXED WAVDOW {L M I) Ai.- FAROQQ RATION a �+ ; +/a' - +' CURV —A —TECH CORPORATIONsw�s&iA11cr°EVr L°lmmvr f ° I 930 W. 23rd STREET Ia1An11 FlA1tron7a C. NOMINEES p HPLEAH, FL 33010 TLta�laeaam FAx.c���Vs ems TEL (305) 888 -8831 FAX (905) 888 -8888 COMP -ANL WD7 -01CC i i P m � •tA iz9 0 o b o b b b b b b :. b b b b b b; :.. b b b b b b b b b o b b v' ffi5���&�$ffi� ��ffiSffi�01,1111 >��EffiffiE? o b b o o :41 m [� L•'� L�7 C, _ate rfi ?IDI�' t7 b b 1 1 I p yy Pe b i 1 yy 1 0� c `+' d I l b b o l l l o Qe o b i I I l �pVpI bbb l I l oboo I I I I yy Qp 0 o yy �J� a I I I �� o y p 0 0 yy P� o I I v A��bb� bb b .p{�,1pp� b I I bbbbop��P�vo b o b b y o OVO�:+ b b b o 1 I l yy o o O I t l o b o� yy o C G I yy ppp.�, �I �p p 1 1 w�.�y Q Yp o o� .� 0 o o � •� e�� i� eP eP 0 i7 b o T :4 oil EXR1310R 5/8° Mft TP. GLASS 811E g CA j � o g FFFiii Q q m� n� EXFEFWR 5/8' MK T ?. m GLASS BILE w W m Vi chi � W L ofo Ag� EXIEF40R . 5/8' MM. T ?. Qx� GLASS SITE if3i VE Dd rn ]•jj w \ � r e ' s /8' MN. TYP. EXTMOR GLASS WE 3"' w 3 mc� 0+_11 rev 1:r1� SERIFS 930 ALUM9rUM FIXED WAVDOW {L M I) Ai.- FAROQQ RATION a �+ ; +/a' - +' CURV —A —TECH CORPORATIONsw�s&iA11cr°EVr L°lmmvr f ° I 930 W. 23rd STREET Ia1An11 FlA1tron7a C. NOMINEES p HPLEAH, FL 33010 TLta�laeaam FAx.c���Vs ems TEL (305) 888 -8831 FAX (905) 888 -8888 COMP -ANL WD7 -01CC i i P m � •tA iz9 0 o b o b b b b b b :. b b b b b b; :.. b b b b b b b b b o b b v' ffi5���&�$ffi� ��ffiSffi�01,1111 >��EffiffiE? o b b o o :41 m [� L•'� L�7 C, _ate rfi ?IDI�' t7 • t7 b b 1 1 I p yy Pe b i 1 yy 1 0� c `+' d I l b b o l l l o Qe o • TORS TTPICAL ANpiORS WOOD BUCKS AND METAL STRUCTURE NOT BY CURV —A —TECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDINCI STRUCTURE. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE SEALANT. MCNORS MG MM -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA IIM ANCHOR& SEE am FOR SPAcm 1/47 OUL TARMN BY "1TW' (FU-120 W. "2 KSQ t/4' D A. LTRAOON BY ' m' (Fu -177 K% Fy-168 KSQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ,914 SMS OR SELF DRILLING NG SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/6" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DARE COUNTY APPROVED MULLIONS (MIN. THK. m .080' (NO SHIM SPACE) Ed = ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS ?a - 3000 PSI MIN. C -80 HOLLOWAILLED BLOCK' AT DAMN fm - 2000 PSI MN. � PRODUCT RBYISW FLA. PE eemmptyk+gwlffiOeoFA1fffi CAN r l D 011 By z s0 4 8� h gm ��le 4 F fe O T orawatg no. W07 -01 m m rll,4! - p a QaOZ Ot -17-W O m � ewic 1/Z' a t. I a. q� Fn�1ro 03 c chk. bf. �Q €s 9� z M 0 0 I SERIES 930 ALUW M FM WMW (L MJ) A4FAR00Q CORPORATION a CURV —A —TECH CORPORATION 8NO°� & PRODS DIM f 930 W. 23rd STREET MMaM4FLOMA333174 C' HOLM, FL 33010 113.19�2544U o FAXOM202 M M. (300 888 -8831 FAX (305) 888 -9989 COMP -ANN W07 -01CC O U O g � p m 4 z e � �rwN� v b gel SERIES a m -tt os one: DES 930 AWMINUM RM Wma (LIW.) AL FAROOQ CORPORAMON a 0 t/a• P r CURV --A —TECH CORPORATION 1=5 �87 VE°t'�'�° °P1N°� f 930 W. 23rd STREET MLAA , FLORMA 33:L74 C. HAMM HUUFIW, FL 33010 70-MM 284-81M FAx.(3W2aZGM N TEL (309) BB8 -88St FA)L (30) BN -8889 CAMP -AMI. W07 -01CC ��� e MIAM MaAD MIAM -DADS COUNTY I PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 =2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NUT_ICE OF ACCEPTANCE (NOA) WWW.MiAnddad%8ftV &e T. M. Windows LLC 601 NW le Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,"and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window — L.NLI. APPROVAL DOCUMENT: Drawing No. WW81, titled "Series 805 Alum. Horizontal Rolling Wdw. sheets 1 through 7 of 7, dated 09119108, with revision C dated 02/29/12, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, 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 1NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. , ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 09-1110.02 and consists of this page l and evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. OA No. I2- 0321.02 Ian , , °� Expiration If mate: May 13, 2014 0lZ Approval Date: May 03, 2012 Page 1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08-81, Sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. P`TL -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 09- 1110.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 0"105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 --94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 --94 along with marked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09- 0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 24194 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-39959 dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04- 6120.01) Manuel Per%dph.x. Product Control KxdkjVk NOA No. 12-0321.02 Expiration Date: May 13, 2014 Approval bate: May 03, 2012 E -1 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: l) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked --up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 04- 0.120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, revised and updated to FBC -2010 on 02127/12, prepared by Al Famoq Corporation, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA #09- 1110.02) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 104331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminate Glass Interlayer ", dated 05105 110, expiring on 02108/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 27, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under previous NOA #01110.02) Manue P ,E. Produet Control a er NOA No. l 1.02 Expiration Date: May 13, 2014 Approval Date: May 03, 2012 E -2 r T. M. Windows LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL -3995, issued by Fenestration Testing Laboratory, Inc., dated 11/047 13/03, both signed and sealed by FAnundo Largaegmia, P.E. (Submitted under previous NOA No 04- 0120.01) G. OTHER 1. Notice of Acceptance No. 09- 1110.02, issued to T. M. Window, LLC, for their Series 805 Aluminum Horizontal Rolling Window - L.M.I., approved on 03/17/10 and expiring on 05/13/14. E -3 Manuel Per E. Product Control E m er NOA No. 12-0 1.02 Expiration Data: May 13, 2014 Approval Date: May 03, 2012 r ANN. GLASS 7/19. OVERALL CLASS TYPE ,A• 3/18° HEAT STRFN'D GLASS 720" INIERLAYER UVEKOL -UO RESIN IUD 'SURFACE SPECIALTIES INC.' 3/18" HEAT STREN'D GLASS SILICONE GE RGS7700 ' DOW CORNING 988 No 111' 9.!" HEAT STREN'D GLASS r HEAT S1REN'D CLASS SILICONE GE ROS7700 DOW CORNING 895 llcv 7/19. OVERALL GLASS TYPE ,s, -3/18° ANN. CLASS INTERLAYER L.120" L -UO RESIN RFACE SPECIALTIES INC.' 3118' ANN. (LASS SILICONE { GE RfS7700 DOW CORNIN(I 995 z SERIES 80S 'ALUMINUM HORIZONTAL ROLLING WI)W. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIND -OADE COUNTY APPWD WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS W BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. T. 1/8" YEW. GLASS 1/4" AIR SPARE 1/8" ANN. GLASS .080" INTERIAYER SAFM lua FMB BY 'SOLUIIA' SILICONE t Q o 99s T7-R/ 11/18" OVERALL INSUL CLASS TYPE 'E' AU Utc UX T31'LI S MAXIMUM DF,SIGN LOAD RATING - PSF FOR SIZES SHOWN ASM OR SMALLER ANN. CLASS I GIM TYPE 'B' RGSt � DOW CORNING 995 I GLASS TYPE b' 143/16- 7/19. OVERALL CLASS TYPE ,A• 3/18° HEAT STRFN'D GLASS 720" INIERLAYER UVEKOL -UO RESIN IUD 'SURFACE SPECIALTIES INC.' 3/18" HEAT STREN'D GLASS SILICONE GE RGS7700 ' DOW CORNING 988 No 111' 9.!" HEAT STREN'D GLASS r HEAT S1REN'D CLASS SILICONE GE ROS7700 DOW CORNING 895 llcv 7/19. OVERALL GLASS TYPE ,s, -3/18° ANN. CLASS INTERLAYER L.120" L -UO RESIN RFACE SPECIALTIES INC.' 3118' ANN. (LASS SILICONE { GE RfS7700 DOW CORNIN(I 995 z SERIES 80S 'ALUMINUM HORIZONTAL ROLLING WI)W. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIND -OADE COUNTY APPWD WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS W BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. T. 1/8" YEW. GLASS 1/4" AIR SPARE 1/8" ANN. GLASS .080" INTERIAYER SAFM lua FMB BY 'SOLUIIA' SILICONE t Q o 99s T7-R/ 11/18" OVERALL INSUL CLASS TYPE 'E' AU Utc UX T31'LI S MAXIMUM DF,SIGN LOAD RATING - PSF FOR SIZES SHOWN ASM OR SMALLER GIM TYR 'A' I GIM TYPE 'B' I (;I= TYPE 'C' I GLASS TYPE b' I GLASS TYPE v W.(+) I INT.( -) I EXT.( +) iM.( -) I EXL(+) I INT.(-) I EXT.(+) I 1W.( -) I En.(+) 1NT.( -) MO 1 90.0 1 90.0 130.0 1 90.0 1 90.0 1 55.0 1 55.0 1 79.0 79.0 LOADS SHOWN AWE ARE FOR WWOOW VENTS WITH "M LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES L118T MAX. LOADS TO *MO PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO �AL SCREWS, THAT COME INTO. CONTACT WITH OTHER DISSIMILAR INA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. M q,V 0 �g 81 Igo I� 1 CGGCCr3$a z PAS d NOTE:. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION $ - DECLARATORY STATEMENT DCA05— DEC -219 ffi ,�¢mu THESE WINDOWS ARE RATEIj FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT'REQL9RE0. FtA� o59a ,7 DeA i drawing no. W08 —a1 APR $ a►teet 1 at 7. ADDL ANCHOR REOD. FOR INSTALLATIONS INTO WOW STRL101URES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (9tIwAPPLIED) MY BE UBED b go M4 L—LL Won= WIDTH 10 1/4' 8° MAX. 9 3/8° _ HEADLSILL 3 AT FIX. LITE MAX' HEAD\Su AT VENT I 1 II II II 11 1L__ 1 1 jl II GLABB TUB 'C' II 11 II 11 EXT.( +) 1NL( -) EXT.( +) 1NT.(-) 1 II -- I � 80.0 II IL - - �I II 1� jl I p �i XUlm A60VE ARE FOR WON VENTS WITH SPRINT: LOADED AUN LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO t80.0 PSF. II ,I II aL_ II I� n it B 8' MAX. HEAD /SILL CORNERS ADD. ANCHOR REOD. FOR MSTALlA7WN3 OiTO WOW STRUCTURES OR THRU WOOD SUCKS INTO MASONRY 111' MAIL FALSE MUNTINS CSURFACE la \�C c WINDOW WIDTH 14 7/8' 3° MAX. A 3. 1 1 11 S 1 1 II II GLABB TUB 'C' II EXT.( +) 1NL( -) EXT.( +) 1NT.(-) EXT.( +) 1M.( -) EXL( +) 1NT.( -) 1 80.0 90.0 90.0 130A 90.0 90.0 79.0 79.0 XUlm A60VE ARE FOR WON VENTS WITH SPRINT: LOADED AUN LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO t80.0 PSF. -- -i1- R_ _ �1 aL_ n it B II 1 I 1 32 7/8' 33 11Y 32 7/8' D.L. Om D.L. OPG. D.L. OPO. OL OP6 37 5/8° 37 8/8' VENT WIDTH VENT WIDTH VEM WIDT TYPICAL ELEI/AnONS xOx sIZE3 MAXW M DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER auss TYPE 'A' OIA98 TYPE 'B' GLABB TUB 'C' MASS TYPE 'B' EXT.( +) 1NL( -) EXT.( +) 1NT.(-) EXT.( +) 1M.( -) EXL( +) 1NT.( -) 1 80.0 90.0 90.0 130A 90.0 90.0 79.0 79.0 XUlm A60VE ARE FOR WON VENTS WITH SPRINT: LOADED AUN LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO t80.0 PSF. • xOX sIZE9 FIMAIMUM D1MIGN LOAD RATING - FOR SIZES SHOWN ABOVE OR SMALLER CLASS TYPE 'A' GLM TYPS 'B' LOADS SHOWN ABOVE ARE FOR ENDOW VENTS WITH SPRING LOADED ALUM L41IMES. FOR METALLX: SWEEP LATCHES LINT MAX. LOADS TO &MO PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 24 S /B' 11- OPG, 29 1/4' it C 8' MAX. WAD/SILL s CORNERS 8 h Q� nS o 1 n ES pio vd I PRODUOT'REVIBBD •° W-1 dmxirlg rro. 1 Ii. sheet 2 a 7. 010 X 3/8' PH SMS 2 PER taP 14 4' LONG gMID LOAD CUP SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 : 1 -1/4" X 1/4' WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8' FROM EACH END AND AT MIDSPAN W2 : 1 -1/4' X 1/4° WEEPHOLES AT 4 -7/8' FROM EACH END AND AT MIDSPAN W3 : 2' LONG WEEP NOTCH AT EACH END W4 1' LONG WEEP NOTCH AT 32' FROM EACH END SPACM 1MIAMI -DAE COUPm APPROVED --E I .,OS° Mm. MULLION i I SEE SEEPAR&ATE NOVA Ate I I M�1. 1, WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sm ay. FOR sPAcm 1 /4' DLA_ ILLTRACON BY 'ELCO' (Fu -177 Ks. Fj.-m K9) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8° MIN. EMBED INTO CONC. OR MASONRY 1 /4' TEKS OR SELF DRILLS a`REWS (MADE 8 CRS) INTO METAL STRUCTURES STEEL : 0.105' MIN. (Fy : 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 cu5 OR SELF GRILLING SCREWS (GRADE 2 CRS) INTO MAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. : 1/8-) (NO SHIM SPACE) TYPICAL DISTAN INTO CONCRETE AND MASONRY : 2 -1/2' MIN. INTO WOOD STRUCTURE : 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. CONE AT HEAD. SILL OR JAMBS ►'a - 3000 RAN PSI . C -90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2DDD PSI MIN. •" �• PHODUCi' RBVMD �•. No < Deb By Y. O [Iwo q�q 0. u n wo Milo Sim � �Z3 P�� waiving no. W08 -81 a I�H171='�w`. r irf- 1. VENT © .. MEIAL Ql 1 • 0 SHIMS TMI ANCHORS SEE ;t a FOR SPACING �9 o m o ly rmc& ANCHORS SEE DAY. FOR SPACING O EXTERIOR � rcti: wag= WIDTH Ox OPPOI �..�. 0 E 0 - 1/4- SHIM VMT MOTH SHM MAX lay wow BUICK WOOD BUCKS OR I - TYPICAL O. -- OPT FOR SPACING ��... SE E _ X11111 FOR SPACING WHOM VADTH TYPICAL ANCHORS SM ELEV. FOR SPACING MI COUNTY aooa ■■ �- !I!� D f No If! Dno SCREENS OPT. aED �(�� ' WINDOW YAW" i FRAME HEAD 1.400 .077 .313 1.420 SILL TRACK 7.071 002 1.2�99 1yp. .929 SILL CLIP ADAPTER FRAME SILL TOP 1.3715 1.000 .790 1.290 1.000 14 MND LOAD CUP �e TOP & BOTTOM RAIL °� LOW 1.780 .054 -1 .1as 2.201 1.375 18 MTG. STILE REINF. O88 1.000 .800 2.312 .107 -�- O JAMB STILE 129 ''GIN 2.312 18 FDL STILE REINF. .o9s t 288 2.373 1.3751.000 1.548 ,g4g 7238 7.780 .082 MEETING STILE 1 1 (12) VENT LATCH MW PART 0 gUANTM7 DESCRIPTION MATBBTAL VAKF./8WPJJW/flSUAMlM 1 TM -130 1 FRAME HEAD 5083 -T8 _ 2 TM -1339 1 FRAME SILL BASE 6063 -TB - 3 TM -134 1 FRAME SILL TOP 8063 -TB - 4 TM -132 AS FIEW. MIME JANE - VENT 9083 -T8 - 5 TM -131A AS REOD. FRAbff JAMB - FDW 6083 -T8 - 8 TM- 138 2/ VENT TOP AND BOTTOM RAIL 8083 -18 - 7 TM -139 1/ VENT JAMB STILE 6063 -T8 - 8 TM -140 1/ VENT MEETING, STILE 6083 -TB - 9 TM -137 1/ VENT F010 STILE (SPM LOADED UTCH) X8.7 -TB - 9A TM -137A I/ VENT FRIED STILE (SWEEP BATCH) 6083 -T8 - 10 7M -136 1 SILL TRACK 9SERT 6063 -T8 it TM -135 1 SILL CLIP ADAPTER. 12° LONG 8065 -TB AT MG. SME LOCATION 12 TM -118 1/ VENT SPRING LCALDW VENT LATCH, 3 -1/8" LON0 603 -TB AT MID SPAN 12A - 1/ VENT METALLIC SWEEP BATCH - Ar MID SPA 128 #8 X 3/4° 2/LATCH SWEEP LATCH MOUNUNG SCRM - FH SMS 13 TM -141A AS READ. GRAZING BEAU (LAMINATED 01ASS) 8087 -TB - 13A TU-181 AS REM GIABNO BEAD (OJSUL RAM. %ASS) 8063 -TB - 14 TM -154 AS R EQD. WIND LOAD CLIP. 4" LONG 6083 -TO - t8 I/ STO.E MEETING WILE RONFORCINO 6063 -TB - 18 - 2/ SfSE FOGED STQ.E REINFOWNG 6083-To - 17 W31225 AS t-QD. FIN SEAT. W'STRBPPINQ (.270° X 220° MG H) WOOL - 16 *43371 AS REQO. FtN SEA. !*STRIPPING (.187° X .370" MOO ) WOO 19 W43201 AS READ. FIN SEAL WVNPPINO (.187° X 2W HIGH) WOOL 20 P8043 - ADHESIVE BACK CLOSED CELL FOAM 718` X 1/2' X 1 -7/18" LONG 21 2/ VENT VENT ROLLER HOUS940 & WIDE PLASTIC AT EACH END 22 - - VENT RMLER/WNEEL SIM - 23 /12 X V 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHUIPS SMS 24 010 X 1- 2/ C.0RdER VENT ASSEMBLY SfxtE*S - Pm. PIILLWS SMS 25 - 1/ LATCH VENT LATCH SPIM ST. STEEL - 26 W31176 AS READ. FIN SEAL WVMPPING (.187° X .176° t10H) *000 - . 27 TM -181 1 SU FM 8063 -TB - 2.312 2.312 .088 ,Ogg .435 .189 .eoa .040 .56a .s4o •090 .� 1.437 1.0001237 ''M 1.0001.237 I -� 9 3 .9231 1.780 1.750 13 GLAZING BEAD GLAZING BEAD U9 FIXED STILE (SPRING LATCH) O I'= STILE (SWEEP LATCH) (LAM. GLASS) (WSUL. LAM. CLASS) 4 , t FRAME SILL BASE .062 1.919 1.789 .183 FRAME JAMB - VENT I \ °J FRAME JAMB - FIXED 127 SILL RISER .R ro4M`" im F h a S FmF N� 1 z� N.0 drawing ; W08 -81 IheG1t S of 7 A Ell (2) OtO r I" scm" PH. sets. PH. SMS. ENS (2) %1: :11 PIZ A as. O Milo ZIL 31-2 drawing no. W08-81 ►. E MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami. Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2540 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA)_ www.mlamidsde.gMvlpers T.M. Windows LLC 601 N.W. 12" Ave. Pompano Beach, FL 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "338" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03-52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, with revision I dated 02122/12, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, odeUscries, 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. v 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 # 10- 1214.13 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Waoacou r %1e NOA No. 12. 0309.06 Expiration Date: January 08, 2014 Approval bate: May 17, x012 Page I a. . T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-52, titled "Series 338 Aluminum Fixed Window (L.M.I.)", sheets 1 through 5 of 5, dated 07/11/03, with revision I dated 02/22/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 --94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 --94 along with marke&W drawings and installation diagram of Series 338 Aluminum Fixed Window; prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 1120.10) 2. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Inc., Test Reports No. FTL-2782, and FTL -2784, dated 11 /06 /01, signed and sealed by Luis Figueredo, P.E.; and Test Report No. FTL -3803, dated 05/22/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA No. 03- 0925.04) 3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure'Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 along with marked-up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL 0806.0242, dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under previous NOA No. 0- 0923.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al- Farooq Corporation, dated 10128/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA #10 1214.13) 2. Glazing complies with ASTM E1300 -04 Maquel)VtN P.E. Product Contrdj EvAininer NOA No:12 4309.06 Expiration Date: January 08, 2014 Approval Date: May 17, 2012 E -1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QQUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01 /14 /17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 21, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration Testing Laboratories, Inc., dated 07/06/07, signed and sealed by Carlos S. Rionda, F.E. (Submitted under previous NOA No. 07 1120.10) 3. Laboratory compliance letter for Test Reports No. FT1,2782 and FTL -2784, issued by Fenestration Testing Laboratories, Inc., dated 11/06/01 and, signed and scaled by Luis Figueredo, P.E.; and for Test Report No. FTL -3803, dated 05/22/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA No. 03- 0925.04) 4. Laboratory compliance letter for Test Report No. ATL 0806.02 -02 issued by American Testing Lab of South Fl9rida, Inc., dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under previous NOA No. 03- 0925.04) G. OTHERS 1. Notice of Acceptance No. 10- 1214.13, issued to T. M. Windows, LLC for their Series "338" Aluminum Fixed Window - L.M.I ", approved on 03/31/11 and expiring on 01/08/14. Manuel Pere Product Control Ear m r NbA NA.12- 0309.06 Expiration Dater January -08, 2014 Approval Date: M417,2012 E-2 SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATINO FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FgfEO /FIXED OR FIXED WRH OTHER MUiM1— COUNTY APPR'D WINDOWS USING MIAMI —DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HYHZ). - WOOD BUGS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIM NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL. . A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY �IAiEISAIS UdCi UDUNO BUT NOT LI90TED TO STE£l /METAL SCREWS. THAT DOME INTO CONTACT WITH OTHER TUSShZ MATERWS SHALL MEET THE REQUIREMENTS OF THE FLORIDA GM CODE SE'CnDN 2003. &4. FALSE MUNTINS V VAX. SURFS 10 -1/2- NAIL -= ENDS /1 . . I. r- HEAD /SILL a D.L OPG rm WINDOW WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. R' , #'24%,' to 4"1 0 n 3 0C-4c rt§R r�-0 T � drawing no. W03 --52 sheet 1 of g it II JI I. I p 1 II 11 ,1 _ II 1 II II �I _ II a D.L OPG rm WINDOW WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. R' , #'24%,' to 4"1 0 n 3 0C-4c rt§R r�-0 T � drawing no. 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TAW .8/9 HOPIRM �1 0 z 0 W ggoqqqqqo,qqqq�qqqqqqqqqqqqo I all E o 0 $$$l$>10 o 01-9 eo 0 0 0 0 0 0 ;$I$l 0 0 0 0 a a$a� o e q $$ 0 o q a$$ � og000000g0000 8itIt o, p$ o,ggo,qqqqqqq age 9s$$$$$ ggqqooq s$$$$ $ Omalq� Ct ^ W 0� , O 4 ^q;a4 Ra! ^.nRRR Cl X $ $ $ $ $ $ n $ $ $ n $ $ m $ is A � � $ � $ � S 3 .d• RN �gy gg n a d.V. •NIW } •dJd '109 N 'Cla N9Y 'dU. TAW .8/9 HOPIRM �1 0 z 0 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GWING SYSTEM AND TRANSFER THEM TO THE BUILDIP(G STRUCTURE. INN MIAMI-DADE COUNTY APPROYM MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL SEE ELEV. FOR M 4° TYPICAL ANCHORS: sm ELEY. FOR sP ma 1 ' DL4 TAPCON BY 'ITW' 01a120 M Fya92 KSI) 1/4" DOA. LIWRACON By 'ELCO' (Fu-177 K% Ej-188 KW) INTO 2BY WOOD BUCKS OR W00D STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY M 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY LL DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY � a Q 014 SMS OR SELF DRILLING SCREWS ((TRADE 2 CRS) INTO MW4I -OADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8' r, z INTO METAL STRUCTURES 3f 7 STEEL : 12 GA. MIN. (Fy a 36 KSI MIN.) H ALUMINUM : 1/8" THK. MIN. ($083 -TS MIN.) O (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL DGE DISTANCE INTO CONCRETE AND MASONRY A 2-3/8" MIN. INTO WOOD STRUCTURE - 1" MIN. ag INTO METAL STRUCTURE = 3/4" MW . 0 6d a CONCRETE AT HEAD, SILL OR JAMBS Cc a 3000 PSI MIN. C -90 FIOILOW /FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. $ FRAME ERS SEALED WITH ACRYLIC SEALANT. ` PRODISCI'RBVIS� F ,� Q . ` s wwm cwe R�(d96 I 9RiI "..k iwcopwm No AR ksjfill',� q n arawing no. W03 -52 as7s -- 1.000 00 1 800 .780 1.888 .7so .7� .082 IYP. 1.076 t.eafi GLAZING BEAD (LAM. GLA .600 t.6as 0 GLAZING BEAD (IML LAM. a s fm PART 9 QUANTITY DBSCRUMON NATHSINL NANF. /3UPPURIVRBNdRKS 1 OW- 38277 -A 4 WHOW PRONE 6063 -te - 2 1296 AS REGM WAYNO STOP TUBE 6063 -75 - 6 ®10 % 1' FRAME ASHY SCREWS Pit SMS B 711 -174 AS RECD. OfAMO BEAD OAN. GLASS) 8963 -7s - 9 AS RED. 0lAMS BEAD (MUL. IAN. GIASS) 8063 -i8 - IYPR:AL SEE ELEV. FOR R I TYP. CORNRR DETAIL PixomicritsvmlED O 9 1191 Q y�i r Z .p �aa s t°o °a 0 6 � I drawing RD. W03 -52 cheat 5 of 5 10 4 ion MIAMI - DADL COUNTY, FLORIDA PRODUCT CONTROL SECTION DEi'ARTIVlENT OF PERMITTING, mwmoNMENT, AND REGULATORY 11805 SW 26 Street Room 708 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.mWmidade eavlaawjd R. C. Aluminum Industries, Ine. 2105 NW 7e Ave Miami, n 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having.lurisadiction (AHJ). This NOA shell not be valid after the rXpiration date stated below. The Miami -Dade County Product Control Section (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. PERA Mqffq§ ft fright to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Serlm' 94I -100" Aluminum Tu t6iMullien - LAU APPROVAL DOCUMENT: Drawing No. W04-0S, titled "Series Tube Mullions", sheets 1 through 7 of 7, defied 05/)VO4, prepared by AL- Farooq Corporation, with latest revised "W dated 43 /21112, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami --Dade County Product Control Section. MISSHX IMPACT RATING: Large and Small Missile Impact Resistant. LEwrATIONS: Any Sheet Metal Screws (SMS) And Any TEKS Screws Shall Be Equal Or Greater Than SAB Grade 2 (Minimum Fy, Of 57 Ksi (Yield Strength) And Minimum Fu Of 74 Kai (Ultimate Strength)). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series and following statement "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A, copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available: for inspection at the job site at the request of the Building'Official. This NOA revises NOA No. 09-0128.14 and consists of this page 1, evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. P 'NOA No. 12-0410.19 Expiration Date: August 19, 2014 ,R Approval Date: June 28, 2012 Page i R. C. Aluminum Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04- 0608.05) 2. Drawing No. W04 -05, titled "Series Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04, prepared by AL-Farooq Corporation, with latest revised "D" dated 03/21/12, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 --94 5) Cyclic Wind Pressure Loading, per FBC 24113.2. 1, TAS 202 -94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4024, dam 01/14/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04- 0608.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. BETI -03 -1346, dated 09/16/03, signed and sealed by Rafael E. Droz -Seda, P.E. ( Submitted under previous NOA No. 04- 06/18.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by AL-Farooq Corporation, dated. 03/29 /12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E 1300 -04 D. QUALITY ASSURANCE 1. Miami --Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -1 Jaime D. Mscon, P. E. Product Control Section Supervisor KOA No. 12 —i 410.19 Expiration Date: August 19, 2014 Approval Date: June 28, 2012 ' R. C. Aluminum Industrigs, Inc. NOTICE OF ACCEPTANCE: , EVIDENCE SX7BMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC 7010, dated 03/20/12, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0128.14, issued to R. C. Aluminum Industries, Inc., for their Series "ML 100 Aluminum Tube Mullion — L.M.I. ", approved on 04/08/09 and expiring on 08/19/14. Jaime D. Gasibnl P. L Product Control Section Supervisor NOA No. 12-0410.19 Expiration Date: August 19, 2014 Approval Date: June 28, 2012 E -2 MOLUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADS COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS, RECTANGULM ALUMINUM TUBE MULLIONS USING MULLION PROPERYIES ONLY ACT HAS BEEN DESRLNED AND TESTED 70 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCUJOM HIGH VELOCITY HURRICANE ZONE (HMn. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE ARCIUMMENTS I.EI WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS M. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCium ANCHORS MALL BE AS USTE0, SPACED AS SHOWN ON DET" EMBEDMENT TO BASE NATERUY. SHALL BE BEyow WALT. Flo (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS Ate. A LOAD DURATION INfREAS S USED IN DESMN OF ANCIM INTO WOOD OW.Y. MATEw" mulow BUT NOT LUTEO TO ST METAL SCRE'143. THAT COME INTO CONTACT 88TH OTHER DISSIM AR MATERIALS SHALL MEET THE RUDI&REMENTS OF THE FLORIDA BLD(L CODE SECTION 2D03.8.4. INSTRUCTIONS USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP USE APPROVED CLAZINO PRODUCTS MEETING ABOVE LOAD ,STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON 5EET 3 SELECT NuUUON SIZE WITH .s7EP, DESIGN RATING MORE THAN DESIGN LOAD SPEW ED IN STEP I ABOVE. Mp USING MCI= TYPES ON SHEET 8 THRU 7 AND ANCHOR CHARTS SELECT ANCHOR rME WrFH DON RA ON SHEET MORE THAN THE DESIGN LOADS SPECIFIED INSTEP 1 NASOVE. d TUBLR.AR SHAPES 20tH ALLOY = 8089 -T8 ,, III R I 1INPR414) R 1P i_ ';4l 7Y ]ta Yt 'il. MAR 2P 2012 M z g H 2� I� w ?a GO F j�F.in Zun i Z �li Li �IIY'll; ruowing no. M04 -16 L000 S3� .I2$ 4 00 3.000 .166 Ll rx w^41sz aa^3 0:990 3 1 X 3 1 X 4 STD. MULLION STD. MULUON 8083 -TB 8083 -TB 383 eam t -3/4' M00. FOR 3` 72. 8 -3/4• MIN. ALL OTHERS 9NOMI OPTIONAL ANGLE OL 6063 -T8 ix 33 ^t 83: m � 2.978 1. 2 X 4 STD. MULUON iza d1 -1-:31 ��F�ii in [3'.rZlEs3:'rr7 �Z7F4�7 ,i ►'rte > Cab Z. 2 X 6 HEAVY MULUON am -TB PE Fl CAM. 7r JAAR 2 ZOil e� a3 4 O W -Q m z � R r 0 3rawmg no. MO4 -05 arc gPow z NJ 00A No� Z i Z � � � m O_-<A D O _mm Z i m v C� O r e •N+ ri N Cfl N O N Z m ry A � 10 m m 7/ W2 W1 _ a dd. 05-02-434 — . ALUMINUM TUBE MULLIONS AL- FAROOQ CORPORATION $t O A 9.13W ND a"= nM sm R.C. ALUMINUM INDUSTPJES INC. 2935 &W 87 AVE atxr ut�taor�us v �' 3 a ,oaam wwAieo Roa zoos rac 2935&W.87 AVE �. Nawo c aaoe ,eo aaN mesa¢ 2505 N.W. 3S TH AVE. WWI, FLOAfDA38174 t ' C]. o a,.,a No owm im ewer MIAMI, FL 33122 ' .Cam RAXIOM26216m cn au,. tir TEL (305) Saa -MIS FAX (sos) sea -area mu�uoNleaoa -osA s N ItI I L t I it I ($ I s-- mI I-% I $ i J. 1 fi le I 4 24 1 . o a Ise 2, 1 J O .. a 6 m in I I N I z I m I =1 .e .n 1 =6- 7 m ry A � 10 m m 7/ W2 W1 _ a dd. 05-02-434 — . ALUMINUM TUBE MULLIONS AL- FAROOQ CORPORATION $t O A 9.13W ND a"= nM sm R.C. ALUMINUM INDUSTPJES INC. 2935 &W 87 AVE atxr ut�taor�us v �' 3 a ,oaam wwAieo Roa zoos rac 2935&W.87 AVE �. Nawo c aaoe ,eo aaN mesa¢ 2505 N.W. 3S TH AVE. WWI, FLOAfDA38174 t ' C]. o a,.,a No owm im ewer MIAMI, FL 33122 ' .Cam RAXIOM26216m cn au,. tir TEL (305) Saa -MIS FAX (sos) sea -area mu�uoNleaoa -osA s N 1.Z1 O {R Ofz7 O� OD Iq njS C1 0 a ym CA �z r^ m Q CA 0 ...I � S A O C v � 0 A� 1 O r.. m C5 N N N a t a P in in E.0bbkm�bto9pkb �brgSm�S &H R ibbe N IMIRRpp iwvmir i.7 ibGfQAwminmiu io a'v b��bm1Y :+2eAfo�b�bm�Rl�'s. W iiYNO b> ^�bA'v� O Rp+ mA iumbobbb'�'mvirtob ob 00 coo 40 �I'il: v V A7oinG intn� V r..b� b:. W A- Z'a'bboo oL�yf .,fyysyGmmoot�(i�i{o� pmm bwwpff -jell to 6 j m b b jpp In bf b. b L to Fa �i �,, b .I h+ :i p„ bs sr1 In 'v ie br mm m mm mD �bmbvmoD'�bt$+bbiovm Fi �Im � I 11 p� Z IDO O I 4 n 4dm 05-02-06 °^$ gal AL- FAROOQ CORPORATION W2 YI'I oL�yf .,fyysyGmmoot�(i�i{o� pmm bwwpff -jell to 6 j m b b jpp In bf b. b L to Fa �i �,, b .I h+ :i p„ bs sr1 In 'v ie br mm m mm mD �bmbvmoD'�bt$+bbiovm Fi �Im � I 11 p� Z IDO O I a � 4 n 4dm 05-02-06 °^$ ALUMINUM TUBE MULLIONS AL- FAROOQ CORPORATION 'a' �. no a ,� �* R.C. ALUMINUM INDUSTPJES INC. EMMOB S &PRODllOf OEVdO`MEW ,fir +' a loaeos uPaalln saw Fac �sw WAVE `I Ar. hA 2805 N.W. 75 TH AVE. WAML FLOMDA 33174 f FIAMIO c upon Fa i�7 FBC o Is uPm�reeo m �10 tac 15 7F7.. (aQ8 >2Q469A4 Fa$(5308)88R�78 � k: (3W 692-1 FAX. (509) 592 -2164 a � 4 1/4' HH.Tt MM CON H 1/4' HLTI KWIC CON B 1 -3/4' MIN. 1 -1/4' MUL EMBED INTO MASONRY 1 -1/4" UK EMBED KM YA90W 9t CUP (1 CN EACH TRNO) 1 PER ANGLE I .. 1. I L..7 M CUP 4 SMS a 7 ANGLE 1 -3/4" O.C. MIN. 1 /4° HILM KIMK C✓%11 H 1/4" HH.TI KW CON H 1 -3/B° MK WOOD PENETROCIN 1 -3/B" MIN. WOOD PENETRATION : CUP (1 ON EACH WNG) 1 1 PER ARM WOOD STRU e y Im CUP X14 � 2 PER ANGLE 1 -3/4. O.C. WL ANOLL ° X 1 • 1 -3/4 F1 ■1 1/4' HH.TI KWIK CON B 1/4° H1Li1 KWIK COH H %V 1 -1 /4' YIN. EMBED KM MASONRY 1 -1/4• MIN. EMBED HdTO MAS1Xm 3° 4 PER CUP (2 ON EACH WHO)) 2 PER AKU 1 1 `• � I I �� h WN 11 1� .------ -- - -lj TT 11 iLOATINO CUP I j j j 2 X 2 X t Q 8g IU 43t SMS 1 i I - 2 PF9TT ANOOLE i I 1 3/4° QC. USE FOR S° TUBE 2 -3/4° O.C. YUI. M, AU. OTHER TUBER 3 n 1 /a" HSSI KfaHC CON 0 ' . Z WH C 173/8' � WOOD t T Q 1 -3/8° O R (2 ON 2 OR ti w < _ �Zj Wm STRUCTURE IT TI FlMT010 CUP 1 1 ALUM2AN6lEB° W N I 1 J4 SO I I 2 ANGLE 1 -3/0 O.C. MIN. MR 3° TUBE 2 -3/4" O.C. MIN. fOR ALL OTHER TUBES ANCHORS TYPE 'A4' pRax=RVAM as GWWAyias 10.1 Cl ALL CUPS TO nT SNUB WO TUBE MULLIONS, TAPCONS MAY BE HEX OR RAT HEAD. drawing no. 9 2Ut2 M04 -� sheet 5* IF 7 M 1/4* 114T1 wm CON B t /4- HLTI.wm CON x 2 -112° MW, 1 -3/4° MIN. WED INTO MASONRY 1 -3/4" WL OWD INTO MASONRY a 2 p� CLIP (I ON EACH torte) 1 Pam= MASONRY CODE t i I I FLOATa�1. CLIP 11 11 2 X 2% 110" "-- - - - - -- I I_ ALUM ANO 14 SO 2 ANGLE 1 i 1 I 1 -31-V O.C. MW. I i FOR r TUBE FW I It 1 1 .3" "NS PER ANGLE 1 1 °�` �: -'. <• - : -`19. ,•' <' ` ° °' • b° IAN: - 2-1/2- MIN. 1/4° KLTI x11Dt CON It EDGE D[ST. T -3//4' WL EMSED WW MASONRY 2 PAR CUP (1 ON EACH WING) MASONRY OR 2 1 /2° MIN CONCRIETE EDGIE //'11'aa'iI}}FF . y 5 _ � o •.' 111 . •. 1/4• HILTI Km CON d 1- •344` -YIN OE D MASONRY (2 ON ECH WING) K ALL CUPS TO FIT SNIP PRO TRE TAPCONS MAY BE HEX OR FIAT NEAO. CUPS OR ANGLES CONNECTED WICMY TO MASONRY TO BE PROTECTED WITH AUMJ- RESISTANT COATINGS. SUCH AS BRUMINOUS PAINT OR WATER -UR MEDNCRYLATE LAIXIVER. r 1/4' N0.TItRAx CON 0 �v 1-3/4' MK MOM WrO MASONRY I 1 r I �kS DATING CLIP i i i ALLM x t e° T! . gg 2 P�i4ANGL�E 1 -3/4° O.C. MIN. FOR 3• TUB /OTHEit {yQ� ALL TUBES WM PER ANOIX I ii n� W z4 m RiL Ps b *rowing no. MAR t 2012 M04- 08 MEAL STRUCTURES (STEEL OR ALUIM. 1/8' MTV. TM STEEL : Fy - 38 KSI MIN. ALUWIUM : 0063 -TS UK WAL (STEEL OR ALUUL1/8° MNL THICK) STEEL ; Fy - 38 KBI MIN. ALUMINUM : 8083 -T8 MIN. g10 F.H. 1/8' THICK A" LENGTH INTO TUBES MAY 8E NOTCHED AS 9400 TOO ALLOW INWUA70N QAULK JOINT AFTER ASSEMBLY A HOT, 14 SX.S. z/ CHANNEL-1 �-T11� aanlroN PER — 2 1 -1/7° Q.C. 4 30 OR 1/4' TOM ON EACH IM) _:� • :r 1111` - I -- I I I THIS SCFEW CAN BE _F B10 FM SMS j 1 ML I.E>D IN ERNER '!2 PER CLIP I 1° OA. MIN. 1 i I 1 -3/4' X 2° X 1% (FTFR 28Y TU NTtCDIR:TRBV,3� 3/4° X r X 1/8° FOR j /BY TUBE) r a�At!ffiPtaaida aft CUT TO FIT SNUG INSIDE TUBE 4aoo1 t00N0 • 1 ANCHOR DETAIL _ # lL. #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCNOB IYPE 184' TO VERIFY CAPACffY OF CONNECTION SEE SH£ET 4 OF 7 FOR ANCHOR CHARTS I 1 -2 -FLOATING CLIP 14 � 2 ANGLE 1 -314' O.C. MIN. FOR 3' TUBE 2 -3/4° O.C. MIN. FOR ALL OMER TUBES 3 SCREWS PER ANGLE ngr. 1HYAD ' . :HA PE .4 92 CAA M R F 9 2012 �w 1/4' Tf1t3 L IM ANGLE E9 Z O/ 3_ � rM *owing no. M04AA sheet 7 of 7 � 4 FORM 405 -10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: BISCHOFF RESIDENCE Builder Name: Street: 1025 N.E. 91 TERRACE Permit Office: City, State, Zip: MIAMI SHHORES , FL, 33138- Permit Number Owner. DOUGLAS BISCHOFF Jurisdiction: Design Location: FL, Miami 1. New construction or existing Existing (Projects 9. Wall Types(1328.0 sgfL) Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R =5.0 1328.00 ft-' b. N/A R= I? 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 3 d. WA R= ft! 5. Is this a worst case? No 10. Ceiling Types (2000.0 sgfL) Insulation Area a. Under Attic (Vented) R =30.0 2000.00 ft2 6. Conditioned floor area above grade (ft2) 2000 b. WA R= ft, Conditioned floor area below grade (W) 0 c. N/A R= it 11. Ducts R ft2 7. Windows(373.1 sgfL) Description Area a. Sup: Attic, Rat: Attic, AH: Main 6 400 a. 1.1-Factor Sgl, U =1.30 373.06 ft2 SHGC: SHGC =0.35 b. U- Factor N/A ftz 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 48.0 SEER:13.50 c. U- Factor WA ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U- Factor. WA fie a. Electric Strip Heat 34.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.350 14. Hot water systems 8. Floor Types (2000.0 sgfL) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R =0.0 2000.00 ft2 b. Conservation features EF: 0.920 b. N/A R= ft2 None c. WA R= ft2 15. Credits Pstat Glass/Floor Area: 0.187 Total Proposed Modified Loads: 47.46 PASS Total Standard Reference Loads: 59.23 I hereby certify that the pia anahe covered by Review of the plans and S`q this calculation are in comp is ce Energy Code. specifications covered by this indicates calculation compliance U with the Florida Energy Code. PREPARED BY: Before construction Is completed DATE: this building will be inspected for compliance with Section 553.908 -„ hereby certify that this building, as designed, 19 in compliance Florida Statutes. a� with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 11/1212013 11:13 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 11/12/201311:13 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 PROJECT , Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: BISCHOFF RESIDENCE User DOUGLAS BISCHOFF 1 Single- family Existing (Projected) Bedrooms: 3 Conditioned Area: 2000 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 1025 N.E. 91 TERRAC Miami -Dade MIAMI SHHORES , FL, 33138- CLIMATE / �/ Design Location TMY Site IECC Design Temp Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 2000 16000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2000 16000 Yes 5 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 200 it 0 2000 fia 0 0 1 ROOF / # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2061 ft2 0 ft2 Medium 0.96 No 0.9 No 20 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2000 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 2000 ft2 0.11 Wood 11/12/201311:13 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 11/12/201311:13 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 WALLS Adjacent Space Cavity Width R--Vall is Ft In Height Et In Aran Sheathing Framing Solar Below R--Value Erection Ahnor Grarle% 1 N Exterior Concrete Block - Int Insul Main 5 58 8 464.0 ft2 0 0.75 0 2 E Exterior Concrete Block - Int Insul Main 5 25 8 200.0 ft2 0 0.75 0 _ 3 S Exterior Concrete Block - Int Insul Main 5 58 8 464.0 ft2 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 5 25 8 200.0 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U Value Width Height Area Ft In Ft In 1 N Wood Main None .46 6 7 42 ft2 2 N Wood Main None .46 3 7 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V/ # Omt ID Frame Panes NFRC U- Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes 1.3 0.35 17.7 ft2 2 it 0 in 0 ft 0 In None None 2 N 1 Metal Single (Clear) Yes 1.3 0.35 47.8 ft2 2 ft 0 in 0 It 0 in None None 3 N 1 Metal Single (Clear) Yes 1.3 0.35 21.0 ft2 2 ft 0 in 0 ft 0 in None None 4 N 1 Metal Single (Clear) Yes 1.3 0.35 21.0 ft2 2 ft 0 In 0 It 0 In None None 5 N 1 Metal Single (Clear) Yes 1.3 0.35 28.0 ft2 2 it 0 in 0 It 0 in None None 6 E 2 Metal Single (Clear) Yes 1.3 0.35 0.7 1? 2 ft 0 in 0 ft 0 In None None 7 E 2 Metal Single (Clear) Yes 1.3 0.35 19.5 ft2 2 it 0 in 0 ft 0 in None None 8 E 2 Metal Single (Clear) Yes 1.3 0.35 15.9 ft2 2 It 0 in 0 ft 0 In None None 9 S 3 Metal Single (Clear) Yes 1.3 0.35 27.7 W 2 It 0 in 0 It 0 in None None 10 S 3 Metal Single (Clear) Yes 1.3 0.35 43.9 ft2 2 ft 0 in 0 It 0 in None None 11 S 3 Metal Single (Clear) Yes 1.3 0.35 43.9 ft2 2 It 0 in 0 it 0 in None None 12 W 4 Metal Single (Clear) Yes 1.3 0.35 15.9 ft2 2 it 0 in 0 ft 0 In None None 13 W 4 Metal Single (Clear) Yes 1.3 0.35 29.4 ft2 2 It 0 In 0 ft 0 In None None 14 W 4 Metal Single (Clear) Yes 1.3 0.35 7.5 ft2 2 ft 0 in 0 It 0 in None None 15 W 4 Metal Single (Clear) Yes 1.3 0.35 7.5 ft2 2 ft 0 in 0 ft 0 In None None 16 W 4 Metal Single (Clear) Yes 1.3 0.35 19.5 ft2 2 ft 0 In 0 It 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 294 ft2 294 ft2 180 It 8 it 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 2623 144 270.81 .345 9.8363 11/12/201311:13 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 11/12/201311:13 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 HEATING SYSTEM + # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 34 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13.5 48 kBtu/hr 1440 cfm 0.75 1 sys #1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft= DUCTS v — Supply — — Retum — Air CFM 25 CFM25 HVAC # # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 400 ft' Attic 100 fN Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: N Cooling tlng H Jan Feb Mar May Jun Jul Oct Nov Nov Dec Dec pr Aug Sep X Nov Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/12/201311:13 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1025 N.E. 91 TERRACE PERMIT #: MIAMI SHHORES, FL, 33138- MANDATORY REQUIREMENTS SUMMARY - See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage g 402.4 To be caulked, gasketed, weatherstri pped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm /sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall ` be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in , ` Table 403.4.3.2. Provide switch or clearly marked circuit breaker V1r (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical " ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. X No make -up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site- recovered energy. Off /timer switch required. Gas heaters minimum thermal efficiency--78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per l° Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. s Ceilings/knee walls 405.2.1 T R -19 space permitting. 11/12/2013 11:13 AM EnergyGauge® USA - RaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX'S = 80 The lower the EnergyPerformance Index, the more efficient the home. 1025 N.E. 91 TERRACE, MIAMI SHHORES, FL, 33138- 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ttz) 7. Windows'* Description a. U- Factor. Sgl, U =1.30 SHGC: SHGC=0.35 b. U- Factor. WA SHGC: b. WA c. U- Factor. WA SHGC: c. WA d. U- Factor. WA SHGC: d. WA Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. WA c. WA Existing (Projecte 9. Wall Types Insulation Area Single - family a. Concrete Block - Int Insui, Exterior R =5.0 1328.00 ftz 34.0 COP:1.00 b. WA R= ftz 1 c. WA R= ftz 3 d. WA R= ftz CaP 40 gallons 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R =30.0 2000.00 ftz 2000 b. N/A R= IF Area c. WA R= ftz 373.08 ftz 11. Ducts R ftz a. Sup: Attic, Ret: Attic, AH: Main 6 400 ftz 12. Cooling systems kBtu/hr Efficiency ftz a. Central Unit 48.0 SEER:13.50 Insulation R =0.0 R= R= ftz 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 34.0 COP:1.00 2.000 ft. 0.350 Area 14. Hot water systems 2000.00 ftz a• Electric CaP 40 gallons EF: 0.92 ftz fP b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City /FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638 -1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Building Input Summary Report 11/12/201311:07 AM EnergyGauge® / USRFZB v3.1 Page 1 of 5 PROJECT Title: BISCHOFF RESIDENCE Bedrooms: 3 Address Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner. DOUGLAS BISCHOFF Conditioned Area: 2000 sq.ft. Block/SubDivision: # of Units: 1 Total Stories: 1 PlatBcek: Builder Name: Worst Case: No Street: 1025 N.E. 91 TERRAC Permit Office: Rotate Angle: 0 County: Miami -Dade Jurisdiction: Cross Ventilation: City, State, Zip: MIAMI SHHORES , Family Type: Single - family Whole House Fan: FL, 33138- New/Existing: Existing (Projected) Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit ElecMcity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Ott Oft BLOCKS Number Name Area Volume 1 Blockl 2000 16000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 2000 16000 Yes 5 3 Yes Yes Yes FLOORS # Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulation Main 200 ft 0 2000 ft2 _ 0 0 1 11/12/201311:07 AM EnergyGauge® / USRFZB v3.1 Page 1 of 5 Building Input Summary Report 11/12/201311:07 AM EnergyGauge® / USRFZB v3.1 Page 2 of 5 ROOF Roof Gable Roof Solar SA Emitt Emitt Dec9(deg) # Type Materials Area Area Color Absor. Tested Tested Insul 1 Hip Composition shingles 2061 ft2 0 ft2 Medium 0.96 No 0.9 No 20 14 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2000 ft2 N N CEILING # Ceiling Type Space R -Value Area Framing Fraction Truss Type 1 Under Attic Q Main 30 2000 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation Is modified by rotate angle shown in °Pro ecr section above. Adjacent S Cavity Width Height Sheathing Framing Solar Below # Omt To Wall Type R -Value Ft In Ft In Area R -Value Fraction Absor. Grade% 1 N Exterior Concrete Block - Int Insul Main 5 58 8 464.0 ft2 0 0.75 0 2 E Exterior Concrete Block - Int Insul Main 5 25 8 200.0 ft2 0 0.75 0 3 S Exterior Concrete Block - Int Insul Main 5 58 8 464.0 ft2 0 0.75 0 4 W Exterior Concrete Block - Int Insul Main 5 25 8 200.0 ft2 0 0.75 0 DOORS Width Height # Omt Door Type Space Storms U Value Ft In Ft In Area 1 N Wood Main None .46 6 7 42 ft2 2 N Wood Main None .46 3 7 21 ft2 WINDOWS Wall Overhang # Omt ID Frame Panes NFRC U- Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 N 1 Metal Single (Clear) Yes 1.3 0.35 N 17.7 ft2 2 ft 0 In 0 ft 0 in None None 2 N 1 Metal Single (Clear) Yes 1.3 0.35 N 47.8 ft2 2 ft 0 in 0 ft 0 in None None 3 N 1 Metal Single (Clear) Yes 1.3 0.35 N 21.0 ft2 2 ft 0 in 0 ft 0 In None None 4 N 1 Metal Single (Clear) Yes 1.3 0.35 N 21.0 ft2 2 It 0 in 0 It 0 in None None 5 N 1 Metal Single (Clear) Yes 1.3 0.35 N 28.0 ft2 2 ft 0 in 0 ft 0 in None None 6 E 2 Metal Single (Clear) Yes 1.3 0.35 N 6.7 11:2 2 ft 0 in 0 ft 0 in None None 7 E 2 Metal Single (Clear) Yes 1.3 0.35 N 19.5 ft2 2 ft 0 In 0 It 0 in None None 8 E 2 Metal Single (Clear) Yes 1.3 0.35 N 15.9 fP 2 ft 0 in 0 ft 0 in None None 9 S 3 Metal Single (Clear) Yes 1.3 0.35 N 27.7 ft2 2 ft 0 In 0 ft 0 in None None 10 S 3 Metal Single (Clear) Yes 1.3 0.35 N 43.9 ft2 2 ft 0 In 0 It 0 in None None 11 S 3 Metal Single (Clear) Yes 1.3 0.35 N 43.9 ft2 2 ft 0 in 0 ft 0 in None None 12 W 4 Metal Single (Clear) Yes 1.3 0.35 N 15.9 ft2 2 ft 0 in 0 ft 0 in None None 13 W 4 Metal Single (Clear) Yes 1.3 0.35 N 29.4 ft2 2 ft 0 in 0 ft 0 in None None 14 W 4 Metal Single (Clear) Yes 1.3 0.35 N 7.5 ft2 2 ft 0 in 0 ft 0 In None None 11/12/201311:07 AM EnergyGauge® / USRFZB v3.1 Page 2 of 5 Building Input Summary Report 11/12/201311:07 AM EnergyGauge® / USRFZB v3.1 Page 3 of 5 WINDOWS Wall # Omt ID Frame Panes NFRC Overhang U- Factor SHGC Storm Area Depth Separation Interior Shade Screening 15 W 4 Metal Single (Clear) Yes 16 W 4 Metal Single (Clear) Yes 1.3 0.35 N 7.5 ftz 2 ft 0 in 0 ft 0 in 1.3 0.35 N 19.5 W 2 ft 0 in 0 ft 0 in None None None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess .0005 2623 144 270.81 .345 9.8363 All GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 294 ft2 294 ftZ 180 it 8 it (invalid) MASS Mass Type Area Thickness Furniture Fraction Space No Added Mass 0 fta 0 it 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts Block 1 Electric Strip Heat None COP:1 34 kBtu/hr sys#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit None SEER:13.5 48 kBtu/hr 1440 cfm 0.75 sys#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 Electric None Garage 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER Collector Collector Type -nit Surface Azimuth Area Absorp. Trans Loss Coef. Prod. Corr. Tank Volume Tank Tank Heat PV Pump U -Value Surf Area Exch Eff Pumped Energy DUCTS DUCT Supply # Location R -Value Area Return Location Area Number Leakage Type Air Handler CFM 25 CFM25 TOT OUT HVAC # QN RLF Heat Cool 1 Attic 6 400 fta Attic 100 ft2 Default Leakage Main Default (Default)1 1 TEMPERATURES Programable Thermostat: Y Hating H Jan H Feb Venting Jan Feb [� jj Mar L 1 Apr Mar 1t��11 Ceiling Fans: N May Jun M Jul MAug M Oct Nov Dec 11/12/201311:07 AM EnergyGauge® / USRFZB v3.1 Page 3 of 5 Building Input Summary Report Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 027 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 455 kWh/Yr Peak Value: 149 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 140 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts REFRIGERATORS ID Type Screen Location Quantity Vol FrZ. Vol Make Model Schedule kWhPerYr 1 Default New Main 1 CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 1 Main Default New Main 2.847 (invalid) 2 2 Main Default Existing Main 2.847 (invalid) 11/12/201311:07 AM EnergyGauge® / USRFZB v3.1 Page 4 of 5 3 3 Main Default Existing Main 2.847 (invalid) Building Input Summary Report 11/12/2013 11:07 AM EnergyGauge® / USRFZB v3.1 Page 5 of 5 CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Default New Main RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electricity HARD WIRED LIGHTING ID Type Screen Location Quantity Comp Fl All Other FL bdBulbtype Schedule Watts per bulb 1 2 Default Default Exterior Garage MISC ELECTRICAL LOADS ID Type Screen Item Quantity Category Operating Location Schedule Off Standby 1 Misc Elea Simple Default 1 1 Main HERS201 1 11/12/2013 11:07 AM EnergyGauge® / USRFZB v3.1 Page 5 of 5