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MC-13-1859 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 � 1$- 41 .Inspection Number: INSP-197366 Permit Number: MC-8-13-1859 Scheduled Inspection Date: September 25,2013 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: NEWBY, BENNY Work Classification: A/C Replacement Job Address: 10525 NE 2 Court Miami Shores, FL Phone Number (305)336-0676 Parcel Number 1122310130610 Project: <NONE> Contractor: SANTOS REPAIRS&SERVICES LLC Phone: (305)892-6507 Building Department Comments AC CHANGE OUT infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 24,2013 For Inspections please call: (305)762-4949 Page 17 of 37 r �' t Miami Shores Village - o Building Department �J 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 - Tel:(305)795.2204 Fax:(305)756.8972 - -- I INSPECTION'S PHONE NUMBER:(30S)762.4949 FBC 24 I B DING Permit No. PERMIT .APPLICATION Master Permit No. Permit Type:MECHANICAL JOB ADDRESS: _��i O / '� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): a���.+ i O Phone#: � � ��� 6 Address: )05�1-v go M F-- UCA N. City: wei s6rfs• State: '�__Z'C a Zip: Tenant/Lessee Name: Phone#: Email: 3 0 CONTRACTOR:Company Name: Phone#: �Z Address: ®b , l ® Zip: 57 _ City: State: Qualifier Name: °� Phone#• State Certification or Registration 1 Atioon#: d q Certificate of competency#: Contact Phone#: 0 5_ 71 ®Email Address: Q ei U° DESIGNER: ArchitecdEngineer. Phone#: Value of Work for this Permit:$ Q to SgnarelLinear Footage of Work: Type of Work: DAddress ❑Alteration ONew epair/Repta ODemolition Description of Work: 5nbnmtttal Fee$ C� Permit Fee$ 1 � CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$. Notary$ Training/Education Fee$ Technology Fee$ Doable Fee$ Structural Review$ TOTAL FEE NOW DUE$ 9 Bonding Company's Name(if applicable) Bonding Company's Address # , City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. T understand that a separate permit must be secured for ELECTRTCAL WORK,PLUMBTNG,STGNS, 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 t be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the er Ie of such posted notice, the inspection will not be approved and a reinspection fee will be charged % Signature Uwner or Agent Jj Contractor The fore oing instrument was acknowledged befoi�aar�tfi(is The foregoing instrument was acknowledged before me this day of S ,20a,by 20 /A±-V day of Ad°o S f ,2o&—by Jct.',P W 4,& who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTAR SUSANA ECHAGARRUA ` GS�O yon% _ Notary Public-State of Florida Sign: /���1/o * Sign ' „ ,oQ MY Comm.Expires Jul 1,2015 ►—_ ''%O��+°O� B n T ro onal Notary Assn. 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WM P&TUMS 1HHV 0 OPOOM OIAd Na`Vi4 � � � • ' Santos Repairs and Services LLC CMC1249720 WCH"-C-M CVNMCTORS Tel O5 450 8238 2810 SW I0 Court'M'wd,FL 33165 F,=arZ jow0118@wLc vm Fax:(305)8561797 PROPOSAL Owner Name:Benny Alessandro L.Newby Job Address : 10525 NE 2°d Court,Miami Shores Village 33138 Date: August 11',2013. EQUIPMENT: Unit Brand Name:Rheem Cu Model: 14AJM49A01 AHU Model RHLL HM4821JA Tonnage:4.0 tons Qty: 1 EER 16.0 Voltage: 1201240 All material guaranteed to be as specified All workto be completed m a worlmanMw mu=accordmg to standard practices.Arty alterations or deviations from above specific ado s involving extra cost will be executed only upon written orders,and will become and extra charge over and above the estimate.Tbw agreement is gent upon strikes,accidents or delays beyond our control Should materials or cgmpmer# specified in this description should increase more than 3 percent than the estimated job price shall be adjusted ac cordmgiy.Rd=checks will carry a charge of 5 percent ofthe amount ofthe check or a$15.00 charge or whichever is greater. We hereby propose the installation of one(l)4.0 tons split system replacing the existing 4.0 tans old system.Permit fee by owner. Cost of the Job. $2,500.00. Notice to Owner- Under the Mechanics Loco Law,any cormactor,subcontractor,iabom,or other person who helps to improve your property and is not paid for his labor andlor materials,has a right to enforce his chaim against your property, Under the Law,you may proud yoarselfagainst such claims by filing,before king such or such,an original contract for the work of improvement,or a modificetionthereof,mthe office ofthe county recorder ofhe county where the property is located and requiring that the cormmetor's payment bond be recorded in such office.Said bond shall be an amount not less am so percent ofthe contract price and sball,m addition to any conditions for the performance ofthe contract,he conditioned for the payment infield ofthe claims of all lessons f unisldng labor,services,equipment,or materials for the wark described in such contract. It is the responsibility of any General Contractor,Subcontractor,or Owner Representative to notify the job owner the terms in full ofthis Proposal This proposal may be withdrawn by us if not accepted within 60 days. Acceptance of Proposal The above prices,specifications and conditions are satisfactory and hereby a�cepted.You are authorized to do the work as specified.Payments will be made as outlined above. Authorized Signature BESS nn. Miami shores Village Building Department LORI 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 758.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE{CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION(EITHER CERTIFICATE OR EXEEMPTOON) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33130 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: BUSINESS ADDRESS: l ® C STATE ZIP CODE BUSINESS PHONE:( ) 0 g z� FAX NUMBER ) CELL PHONE(_) QUALIFIER'S NAME: J 0S' A" QUALIFIER'S LIC NUMBER: C. 1 E-MAIL ADDRESS OF APPLICABLE): Created on 3h901W=V 1 RV 312ft9 M= 01-10-2012 JEFF ATWATER STATE OF FLORIDA cHIEF FINANCIAL OFFIcER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 01110/2012 EXPIRATION DATE: 01/09/2014 PERSON: SANTOS ROBERTO FEIN: 208930840 BUSINESS NAME AND ADDRESS: SANTOS REPAIRS & SERVICES LLC 2810 SW 104 COURT MIAMI FL 33185 SCOPES OF BUSINESS OR TRADE: 1- REPAIR SERVICE 2- REFRIGERATION 3- APPLIANCE INSTALLATIONS IMPORTANT Pursuant to Chapter 440 . 08(14) F.S., as officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to chapter 440.081121 F.S., certificates of election to be exampL.. apply only within the scope of One business or trade listed on the mate of election to be exempt. Pursuant to Chapter 440.08(13), F.S., Notices of election to be exempt and comicates of election to be exempt shall be subject to revocation If, at any time after the filing of the notice or the issuance of the conificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named an the certificate to meet the ragoiroments of this section. QUESTIONS? {650} 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY 0 elects exemption from this tempter by filing a certificate of election CERTIFICATE OF ELECTION TO 8E EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this WORKERS'COMPENSATION LAW 9 D chapter. EFFECTIVE 01/10/2012 EXPIRATION DATE: 01/09/2014 Pursuant to Chapter 441105112), F.S., Certificates of election to be PERSON: ROBERTO SANTOS H exempt, apply only within the scope of the business or trade listed on FEIN: 208930840 R the notice of election to be exempt BUSINESS NAME AND ADDRESS E Pursuant to Chapter 440.05(13), F S., Notices of election to be exempt SANTOS REPAIRS & SERVICES LLC and certifit- — of election to be exempt stall be subject to revocation 2810 SW 104 CCIURT if, at any time after the filing of the notice or the issuance of the MIAMI, FL 33165 certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE person named on the certificate to meet the requirements of this 1- REPAIR SERVICE 2- REFRIGERATION Section. 3- APPUANCE INSTAUAT1ONS (WESTIONS? (850) 413-1609 CUT HERE Carry bottom portion on the job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 08/05/2013 23:20 305-220-2263 EUI PAGE 01/01 , CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE 18188USD All A NATTER Of INFORMATION ONLY AND CONFERS NO RICUM UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVMY OR NEVIATNELY AMEND,MEND OR ALTER THE COVERAGE AFFORDED BY THE POLUXES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTII'UM A CONTRACT BETWEEN THE ISSUING INSURER(Sh AUTHORIZED REPRESENTATIVE OR MODUCER,AND THE CERTIFICATE HOLIM. IMPORTANT: R ft asrtifioab hdder is an ADDITIOM INSURED,Its poiloy(Iss)must be ondwav& 0 SUBROGATION 18 WAIVED,subled to 6ts brms and oondlEons of the pulley,asrfain poles may ra ialm an andarammak. A atabrnent an We certificate dose not center righSBt 10 the omMeab holder In Itsu of such endo a PROomEn (305)220 8180 MWeT JAIME C. OROONEZ Eastern United Insurance a 30S 220--2260 Ext. 305 220 ZZ69 JAIME CARLOS OROONEZ A-168817 JCORDONEZ�I6STERHUNITEO{IMS.COM 176 Fantsinmbisau Blvd. Suits 2A-1 MANWAFF010110SCOWOVAR - NA10f Yiasf, FL 33172 utsuRtttA:ASCEINIAIIT COMMERCIAL INS. 60. 1311113 murals SANTOS REPAIR 6 SERVICE. LLC INS s 2810 STY 104 CT. INSURER e MIAMI, FL 53185 INSURER s. (305)9794083 Ext. INSIMERR- (NOUR F COVERAGES CERTIFICATE MUMMIER: REVISION NUMBER: THIS IS TO C OWI Y THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY RECIUIREMENr,TERM OR CONDITION OF ANY CONTRAOT OR OTHER DOCUMENT WITH REWWT TO WHICH THIS CERTIFICATE MAY BE ISWED 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. wm L TtPEopwWRANCE POIdCYRlat'sER Eu LoNT9 'sErERAL UANL RY EACH OWURRENC a 1 I COMK4 EF&w aMfflAL UAOU7T S 100 000 cmxm MED EJw one 8 S 000 A 8L 698-1 06/17/12 Di111T113 PfflaomaADWRAW S 1,000,000 OS�IERAI Af�411£DATE S 1 000 000 M s I.A®¢stEMATE L UT APPLIES PER •COMPrgPA00 6 1,000.M X .MM $ AUt010210RE UASIU" WWrN1SWumn AM AUTO eoanrMURY(P.eP—) S ALLOMED N MEWLED gamy MAW(Pwood"lf) S AUTOS N C LWMMYgAMA2E $ W=AUM AUTOS M. E U118M UAUAe 00" Emat000uril "m MEe8 LM CLANISMAM AGOREDATE IH DED 1t14R11ERe NIOrI etc 9r TU. o AM EIFLOVERV LUUNURY TIN ANY PMPFWTCMPA I El NtA E.L LAW ACMDENT I SC=m owe EL DISEASE-EA EMPUMN S MM DFOF RATIaNs w.,w I L4.o►sEAeE Z PDUcr Ll�r S ONSCRonm aF OPE"T ILD"TIONalVEH/p E8(AtNeh AMIa]Ot.M010110 l RNTWIM ROddi ,R WOMW 0 N Wh0d) AIR CONDITIONING REPAIR AND SERVICE. 5500.00 DEDUCTIBLE PROPERTY DAMAGE. CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES sxpuLO ANY OP THg AB4H oeBCReo POUeS Ob CANCELLED BBFAM 10060 MOATHES 2nd AVENUE THE EIIP 10H DATE TIf WIN,NL0TICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROYISION& MIAMI FL 33141 (305)960-1757 Ext. AUTHarAM REPRlSENTATM O 1 o ON. All right's roeerved. ACbORD 25{2tT1MM The ACMD Hems and to"are registarad maim of A �•w+�•+� i 10-03-2012 JEFF ATWATER STATE OF FLORIDA CMEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES. r DIVISION OF WORKERS` COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERe COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE- 06/1412012 EXPIRATION DATE: 06114 12014 PERSON-. MENDEZ JOSE A FEIN: 208930840 BUSINESS NAME AND ADDRESS: SANTOS REPAIRS & SERVICES LLC 2820 SW 104 COURT MIAMI FL 33165 SCOPES OF BUSINESS OR TRADE- 1- CERTIFIED MECHANICAL CONTRALTO IMPORTANT: Pursuant to Chapter 440 . 01104) F.S., an officer of a corporation who steers exemption from this chapter byifiling a certificate of election ader this section may not recover benefits at compensation under this chapter. Parsnaet to Chapter 440.05021. F.S., Certif"` of election to be exampt.— apply only within the scope of the business or trade listed on the notice of election to be exempL Pursuant to Chapter 440,0603), C ., Notices of election to be exempt and certificates of staff= to be exempt shall be subject to revocation It, at nay time after the filing of the eoOce or Ore issues e of the terrtificate. the person named an the nonce or certificate no louger meets tie requirements of this section for issuance of a certificate. The department shall evoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this sects a QUESTIONS? (850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 u PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DBRSIGN OF wORKERS'COMPENSATION F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY O elects exemption from this chapter by firing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this WORKERS COMPENSATION LAW D chapter. EFFECTIVE 06/14/2012 EXPIRATION DATE: 06/14/2014 Pursuant to Chapter. 440.05(12), F.S., Certificates of election to be PERSOM dOSE A MENDEZ H exempt- apply only within the scope of the business or tree listed on FEIN 208930840 E the notice of election to be exempt R BUSINESS NAME AND ADDRESS, E Pdrstiant to Chapter 440.05(13), F.S., Notices of election to be exempt SANTOS REPAIRS& SERVICES LLC and certificates of election to be exempt shall be subject to revocation 2820 SW 104 COURT if, at any time after the filing of the notice or the issuance of the M"k Ft 33166 certificate, the person dusted on the notice or certificate no longer Meets the requirements of this section for issuance of a certificae.. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE: person lamed on the certificate to meet the requirements of this ! 1- CERTIFIED MECHANICAL CONTRACTO Section' QUESTIONS? ($50) 413-1609 CUT HERE Carry bottom portion on the job, keep upper portion for your records. i s j DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT F&WSED 01-11 r •• • • • e• .e • _• _ _ • AC# 6 311 5 5 STATE OF FLORIDA' , E DBPARTOF HVSINESS A PROFESSxb REGULATION COY+I TRIICTION 1W.d TRY LICENS 1 13t3ARD SEGO L12082802647. � LICENSE NB&�; � v 08 .2'8 2012 Y20041893. CMC1249720 .. _ t- The MECHANICAL CO3N'tRACTOR ` Narmed.°�ie3ow IS cTIFZBO_ Uuder the provisions of Chaps Expiration date: AUG.31, 2014 ,.+, MENDEZ, aOSLY TON1V � SAMOS.:..REPAIRS SE. SERVICES,LLC , 2820 SW 104 CT Mimi FL 33165 ' ?R3 CK SCOTT ' KEN` LAWSON GOVERNOR - ' f. SECRETARY ©ISPI AY AS REQ AW i e � t oo�so Local Business Tax Rec —�` iam —Dade County, Ste#e cif Florida 1! TtiIS;�11[Ol A B�t_ppj NO?PA1' 6989827 BtJSI#1IES$AFAMPJI.t'�A'rIOW �NO.,,; SANTOS REPAIRS Semm ti EXPIRES 2810 sou 104 CT 30-Sep-14 mww R 33165 Must tie tlplaygd at p18+:e of ` ftMuaW to County Code Chapter8A—Art.9&T©' OWNER SEC.TYPE OP tS& , $l�YERCS M2Mp I �ASS Worker(s) ICA L�,VMACTOV=RECEWD $75 7/16/2013 1"I—:13-029307 reaad j� comAtY ar I t f�iPTt almveea�tba anag a ct - r�r�met , J ♦ t t Load Short Form Job: 130703 wrightsoft® -?�� I�� Date: Jul 03,2013 �4HU1 • -ct Information EMEMEMEM For: Newtvy Residence 10525 NE 2nd Ct., Miami Shores, FL 33138 Design Information Htg CIg Infiltration Outside db(°F) 51 90 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 20 15 Fireplaces 0 Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 11 57 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Rheem Trade Trade RHEEM 14AJM SERIES Model Cord 14AJM49 AHRI ref Coil RCOD-4821+RGFG-10?ZCM? AHRI ref 5378868 Efficiency 100 EFF Efficiency 12.5 EER, 15.1 SEER Heating input 6.2 kW Sensible cooling 33600 Btuh Heating output 21252 Btuh Latent cooling 14400 Btuh Temperature rise 12 OF Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.074 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.92 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 1 72 1431 1134 106 53 BATH 2 60 500 590 37 27 BEDROOM 1 176 1855 3601 137 167 BEDROOM 2 208 3073 5184 227 241 CLOSET 56 1275 1011 94 47 DINING ROOM 168 2562 4204 189 195 FAMILY 288 3049 4442 225 206 HALLWAY 104 99 160 7 7 KITCHEN 198 2515 3208 185 149 LIVING ROOM 195 1761 4532 130 210 MASTER BEDROOM 256 3578 6381 264 296 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .��.}.�" 2013-Ju1 d4 17:48:17 1 r" wrightSOft® Right-SulteS Universal 2012 12.1.08 RSU18637 Page 1 ...rawings Miami ShoresWewtvy Heat Load Calcssup Calc-MJ8 Front Door faces: W i t T AHIJ1 1781 21699 34447 1600 1600 Other equip loads 0 0 Equip. @ 0.95 RSM 32862 Latent cooling 3064 TOTALS 1781 21699 35926 1600 1600 I I� Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 201 wrightsoft® Right-SuiteG Universal 2012 12.1.08 RSU18637 &Jul 04 1 Page ge Page 2 ...swings\Miami ShoresWewtvy Heat Load Cales.rup Cale-MJ8 Front Door faces: W n Analysis Job: 130703 + wrightsoft. Building Anal Y Date: Jul 03,2013 AHUf Br: t ' e - • s For: Newtvy Residence 10525 NE 2nd Ct., Miami Shores, FL 33138 Design Conditions Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature(°F) 70 75 Elevation: 7 ft Design TD (° a 20 15 Latitude: 26°N Relative humidi /0 ty( 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 11.1 56.8 Dry,bulb(° 51 90 Infiltration: Dally range °F) - 12 (L ) Method Simplified Wet bulb(° - 77 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 • Component. Btuh/ft' Btuh %of load walls 5.0 6996 32.2 Glazing 24.0 7237 33.4 Doors 0 0 0 Ceilings 1.0 1702 7.8 Floors 2.0 3587 16.5 Infiltration 1.3 2177 10.0 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Too�totustments 21699 100.0 al e • • Component Btuh/ft2 Btuh %of load Walls 5.5 7702 224 Glazing 625 18888 54.8 Doors 0 0 0 Ceilings 1.7 3002 8.7 y Floors 0 0 0 Infiltration 0.6 905 2.6 __- Ducts 0 0 Ventilation 0 0 Internal gains 3950 11.5 Blower 0 Adjustments 0 0 Total 1 1 34447 100.0 , Latent Cooling Load=3064 Btuh Overall U-value=0.191 Btuh1ft2-0F Data entries checked. 2013-JuW417:48:17 wrilghtsoft® Right-sutteo Universal 2012 12.1.08 RSU18837 Page 1 ...rawingsWami Shores\NVMW Heat Load Catcs.rup Cale=MJ8 Front Door faces: W Component Constructions Job: 130703 + wrightsoft® p Date: Jul 03,2013 AHU9 By: Project Information For: Newtvvyy Residence 10525 NE 2nd Ct., Miami Shores, FL 33138 Design • o • Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature(°F) 70 75 Elevation: 7 ft Design TD (°F) 20 15 Latitude: 26 0N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 11.1 56.8 Dry bulb(°F) 51 90 Infiltration: Daily range °F) - 12 ( L ) Method Simplified Wet bulb(- - 77 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions or area 1.11-value Insul R Htg HTM Loss Clg HTM Gain it' BtuhM-°F fF--°FBWh Btuhff Btuh BtuhJW Bhth Walls 13AB-Oocs:Bilk wail,stucco ext.8"thk,518"gypsum board int fish n 189 0.258 0 5.03 948 5.62 1060 e 495 0.258 0 5.03 2490 5.62 2784 w 393 0.258 0 503 1977 5.62 2210 all 1077 0.258 0 5.03 5416 5.62 6055 13AB-Oocs:Bik wall,stucco e)t,8"thk s 259 0.258 0 5.03 1303 5.62 1457 Partitions 13AB-Oocs:Bik wall,stucco ext,8"thk,5/8"gypsum board int fnsh 55 0.258 0 5.03 277 3.46 190 Windows 10A w 1 glazing,cir glz,wd frm mat 1/8"thk;foreground=old n 21 0.820 0 16.0 336 15.4 324 concrete(0.22);12 It overhang(7 It window ht,1.5 ft sep.) 1A-clom:1 glazing,cir glz,mtl no brk frm mat,1W thk;foreground a 50 1.270 0 24.8 1238 93.6 4681 green grass(0.23);1 ft overhang(4 ft window ht,1.5 ft sep.) w 52 1270 0 24.8 1288 93.6 4869 all 102 1.270 0 24.8 2526 93.6 9550 1A-clom:1 glazing,cir giz,mtl no brk firm mat,118"thk;foreground a 13 1.270 0 24.8 322 37.3 485 =old concrete(022);13 It overhang(2 ft window ht,0 ft sep.) 1A clomd:1 glazing,cir 917,mtl no brk firm mat,1W thk;foreground a 63 1.270 0 24.8 1560 37.3 2349 =old concrete(0.22);13 ft overhang(7 It window ht,Oft sep.) a 21 1.130 0 22.0 463 35.8 751 all 84 1.130 0 24.1 2023 36.9 3100 1A•clom:1 glazing,clr glz,mti no brk irm mat,U8"thk s 6 1.270 0 24.8 149 38.4 230 1A-clom:1 glazing,cir giz,mtl no brk firm mat,1/8"thk;foreground s 24 1.270 0 24.8 594 40.4 969 =green grass(0.23) 1Aclom:I glazing,cir glA mti no brk fin mat 1/8"thk;foreground w 52 1.270 0 24.8 1288 68.0 3535 =old concrete(0.22);4 ft overhang(4 ft window ht,1.5 it sep.) Doors (none) wrightsoft' Ri ht-Suite®Universal 201212.1.08 RSU18637 2013-Jul-04 1 Page I AM9 page ..rawIngsWllami Shores;Wewtvy Heat Load Calos.rup Cale=MJ8 Front Door faces: W I I I Ceilings 16D-19td:Attic ceiling,tile,slate,concrete roof mat,r-19 cell ins, 1781 0.049 19.0 0.96 1702 1.69 3002 112"gypsum hoard int fish Floors .22A tpl:Bg floor,light dry soil,on grade depth 186 0.989 0 19.3 3587 0 0 A.. wri htsoft- 2018-Ju10417:48:17 Q Right Sufte®Unhrersal 2012 12.1.Q8 RSU18637 Page 2 ...rawings\Mlami ShoresWewtvy Heat Load Calcs.rup Cale-MJ8 Front Door faces: W Project Summa Job: 130703 + wrightsoft® Summary Date: Jul 03,a,13 AHU1 r % A i Project • • For: N Residence 105E 2nd Ct., Miami Shores, FL 33138 Notes: Design • • Weather: Miami, FL, US Winter Design Conditions Summer Design Conditions Outside db 51 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 20 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21699 Btuh Structure 34447 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Pipin g 0 Btuh Equipment load 21699 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 32862 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3064 Btuh Ducts 0 Btuh Heating Cooking Central vent(0 cfm) 0 Btuh Area(ft') 1781 1781 Equipment latent load 3064 Btuh Volume(W) 16029 16029 Air changes/hour 0.38 0.20 Equipment total load 35926 Btuh Equiv.AVF(cfm) 102 53 Req.total capacity at 0.70 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Make Rheem Trade Trade RHEEM 14AJM SERIES Cord 14AJM49 AHRIRI ref Cal RCOD-4821+RGFG-10?ZCM7 AHRI ref 5378868 Efficient 100 EFF Efficiency 12.5 EER, 15.1 SEER Heating input 6.2 kW Sensible cooling 33600 Btuh Heating output 21252 Btuh Latent cooling 14400 Btuh Temperature rise 12 OF Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.074 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-04 1 + wrightsoft® Right-Suite®universai 2Q1212.1.06 RSUIM7 age 1 AM ..rewings\Miami Shores\Newtvy Heat Load Caks.rup Calc=MJ8 Front Door faces: W AED Assessment Job: Jul 03, -�- WrightSOf� Date: Ju103,2013 AHU'1 By: c r • • RUN • • For: Newtvy Residence 10525 NE 2nd Ct., Miami Shores, FL 33138 Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature(°F) 70 75 Elevation: 7 ft Design TD(°F) 20 15 Latitude: 26°N Relative humidity{%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 11.1 56.8 Dry,bulb(°F)° 51 90 ( L) Infiltration: Daily range( F) - Wet bulb(°F) - Wind speed(mph) 15.0 7.5 SRI in:R- ill • • Hourly Glazing Load zs, 24, 22 20, 18, 16, 14,OOD- 12,ODD-- 10, 8,000 6,000 4, 0 8 9 10 11 12 13 14 16 16 17 18 19 20 Hour of Day Awl• /AM b* /Hwtly / Maximum hourly glazing load exceeds average by 33.80/6. House does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 695 Btuh(PFG -1.3*AFG) 2013-Jul-0417:45:17 + wrightsoft® 111911t-Sulte0 Universal 2012 12.1.08 RSU18W7 Page 1 ...[npW1am1 ShoreslNew"Heat Load Cales.rup Cale=MJ8 Front Door faces: W -F -wrightsoftm R1 ht-J®Worksheet Job: 130703 AU7 Date: Jul 03,2013 By: a c . 1 Room name AHU1 BATH 1 WSM 1920 ft 17.0 ft 3 ROOM 4 Rome d ion 9.0 ft 9.0 ft hest/cool 9.0 x 8.0 ft 5 Room arm 1781.0 W MO ft2 Ty Const U-value Or HTM Area (ft2) Load Area (ft-) Load number (Btu°F) (6h"" or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Hem I Cool Gross i WP/S Heat Caol Gnw I PUP/S Heat Cool 6 �f 13ABdlocs 0258 n 5.03 5.62 210 189 946 1080 0 0 0 0 10A-W 0.8W n 15.99 15.44 21 0 336 324 0 0 0 0 13AB-OmCS O.258 a 5.03 5.62 642 495 2,490 2784 76 76 382 427 1A-clmn 1.270 a 24.76 93.63 50 0 1238 4M 0 0 0 0 11 to-c1om 1.270 a 24.76 37.28 13 26 371 485 0 0 0 0 1A-c1ond 1.270 a 24.76 37.28 63 126 15W 2349 0 0 0 0 16-C1fm 1.130 a 27-03 35.76 21 42 483 751 0 0 0 0 130kB-0oCs 0.2558 s 5.03 5.62 289 259 1303 1457 68 62 312 349 1A-c1mn 1.270 s 24.76 38.39 6 0 149 230 a 0 0 0 1Aclon 1.270 s 24.76 40.39 24 0 594 969 6 0 149 242 13AB-Oocs 0.258 w 5.03 5.62 497 393 1977 2210 0 0 0 0 1A-clmn 1.270 w 24.76 93.63 52 0 1288 4869 0 0 0 0 1Aclmn 1.270 w 24.76 67.99 52 71 1288 3535 0 0 0 0 p 13AB-0ocs 0.258 - 5.03 3.46 55 55 277 190 0 0 0 0 C 16D-19W 0.049 - O.96 1.69 1781 1781 1702 30M 72 72 69 121 F 224 tpl 0.989 - 19.29 0.00 1781 lee 3587 0 72 17 328 0 6 c)AED excwsion 695 -66 Envelope WWgam 19522 29592 1240 1054 12 a) ImdUtration 2177 905 191 80 b) Room vent'latior 0 0 0 0 230 5 1150 0 U 13 Internal gains: 28M StMM(fees 6 to 13) 21699 34447 1 1431 1134 Less extemal load 0 0 0 0 Less transfer 0 0 a 0 Refthbitibn 0 0 0 0 14 SutrtMal 21699 34447 1431 1134 15 Duct loads 0% 0% 0 0 -00/0 00/0 0 0 Total neon load 21699 34447 1431 1134 Air reggred(cfm) 1600 9600 106 53 Calculatiorrs approved by ACCA to meet all requirements of Manual J 8th Ed. wtr htOt 2013-Jul-0417:48:17 llg Right-Suite®Untversai 201212.1.08 RSU78637 Page 1 ...rawingsMaml ShoreskNw* q Heat Load Cates.rup Calc=MJ8 Front Door faces: W +wrightsoft Ri ht-J®Worksheet Job: 130703 IQV,� pate: Jul 03,2013 By: K L R 1 Roan name BATH 2 BEDROOM 1 6.0 ft 16.0 ft 2 Exposed waB 9.0 ft t�/ccol 9.0 ft heat/cool ool 3 Roan climen 6.0 x 10.0 ft 16.0 x 11.0 it 4 Roan dins:nsrons 5 Roan am 60.0 ft' 176.0 ft2 Ty Constnixtion U-vakm Or HTM Area (ftj Load Area (ft-) Load number (Btu M-PF) or pmbuger (ft) (Biuh) or perimetm (ft) (Btuh) Heat Cool Gross WP/S Heat Cool Gross WP!S Heat Cool 6 Q/ 13AB-0005 0.258 n 5.03 5.62 0 Q 0 0 0 0 0 t- G 10A-W 0.810 n 15.99 15.44 0 Q 0 0 0 13AB-90cs 0.258 a 5.03 5.62 0 0 0 0 136 110 553 619 tj 9A-d0Frt 1.270 a 24.76 93.63 0 0 0 0 26 0 644 2434 11 1A-clan 1.2IQ a 24.76 37.28 0 0 0 0 0 0 0 0 IA-c1and 1.270 a 24.76 37.28 0 0 0 0 0 0 0 0 1B-c1fm 1.130 a 22.03 35.76 0 0 0 0 0 0 0 0 13AB4)o s 0.258 s 5.03 &62 51 45 226 253 0 0 0 0 1A-clan 1.270 s 24.76 38.39 0 0 Q 0 0 0 0 0 1A-clom 1.270 s 24.76 40.39 6 0 149 242 0 0 0 0 13AB-0oas 02% w 5.03 5.62 0 0 0 0 0 0 0 0 1A-clan 1.270 w 24.76 93.63 0 0 0 0 0 0 0 0 1A-clan 1.270 w 24.76 67.99 0 0 0 0 0 0 0 0 p 13AB-0ocs 0.258 - 5.03 3.46 0 0 0 0 0 0 0 0 C 16D-19td 0.049 - 0.96 1.69 60 60 57 101 176 176 168 297 F 22A-tpi 0.989 - 19.29 0.00 60 0 0 0 176 16 309 0 6 c)AED exausiai -35 -53 Envelope loss/gain 432 561 1674 3296 12 a) Infiltration 68 28 181 75 b) Roan ventilation 0 0 0 0 A liianceSfootther 2� 0 0 1 23 0 13 Udernal gains: 0 Subtotal(6rw 6 to 13) 500 590 1855 3801 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5m 5w 1855 3601 15 Duct Wads 1 0% 0%1 0 0 4% 0°k 0 0 Total roan bad 500 590 1855 3601 Air��(�) 37 27 137 167 _ C mdations oved b ACCA to meet all r iremerds of Manual J 8th Ed. al �r +F - wwrllghtSOftm 2013 Jul 04 17:46:17 Right�Suitea�UnNersal 2012 12.1.E RSU18637 Page 2 ..rawingsWami StwresWewtvy Heat Load Calcs.rup Cale-MJ8 Front Door faces: W +wrightsoft- Mg W@ Worksheet Job: 130703 AHU1 Date: Jul 03,2013 By: 1 Room name BEDROOM 2 CLOSET 2 Exposed wall 29.0 ft 15.0 It 3 Rome height 9.0 ft hewc ool 9.0 ft heaticool 4 Room dimensions 13.0 x 16.0 ft 7.0 x 8.0 It 5 Romn area 208.0 W 56.0 ft2 Ty Construction U-value Or HTM Area (" Load Area (ft-) Load number (Btuh/WF) (Btulm or perimeter (ft) (RUM) or paimater (ft) (Btuh) Heat Cad Gross WP/S Heart Cod Gross PUPS Heat Cool 6 93AB-Goc s 0.258 n 5.03 5.62 0 0 0 0 0 0 0 0 c--{' 1(A w OL820 n 15.99 15.44 0 0 0 0 0 0 0 0 13AB-0oc s 0.258 a 5.03 5.62 0 0 0 0 68 68 342 382 1A-clam 1.270 a 24.76 93.63 0 0 0 0 0 0 0 11 1A-clorn 1.270 a 24.76 37.28 0 0 0 0 0 0 0 0 Wclomd 1.270 a 24.76 37.28 0 0 0 0 0 0 0 0 1B-clfm 1.130 a 22.03 35.76 0 0 0 0 0 0 0 0 13AB-Oocs 0.258 S 5.03 5.62 710 98 493 551 60 54 272 304 ---{� IA-Clan 1.270 s 24.76 38.39 0 0 0 0 6 0 149 230 1A-Clan 1.270 s 24.76 40.39 12 0 297 485 0 0 0 0 13AB-Ours M258 w 5.03 5.62 136 110 553 619 0 0 0 0 1A-clom 1.270 w 24.76 93.63 26 0 644 2434 0 0 0 0 1A-c1om 1.270 w 24.76 67.99 0 0 0 0 0 0 0 0 P 1304B-0ocs 0Z8 - 5.03 3.46 0 0 0 0 0 0 0 0 C 16D-19td 0.049 - 0.96 1.69 208 208 199 351 56 56 54 94 F 220k-W 0.M - 19.29 0.00 208 29 559 0 56 15 289 0 6 C)AED excursion 378 -71 Envelope IossJgain 2746 4818 1105 940 12 a) Infiltration 327 136 170 71 b) Rome venter 0 0 0 0 13 Ittterta! p 230 1 230 0 0 Su AGW Pies 6 to 13) 3073 5184 1275 1011 Less exten'tal load 0 0 0 0 Less transfer 0 0 0 0 Refttribution 0 0 0 0 14 Subtotal 3073 5184 1275 1011 15 Duct toads -0% 0% 0 0 -09/6 0°!0 0 0 Total room load 3p73 5184 1275 1011 Air��(dm) 227 241 94 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. writ Mtszol<1� 2013-Jul-04 17:48:17 RW4Sulte®Universal 2012 12.1.08 RSU18637 Page 3 AM ...ravings\Mllami ShoresWewtvy Heat Load Calcs.rup Cale @ MJ8 Front Door faces: W -�-wrightsoft° R' ht-JO Worksheet Job: 130703 AX 1 Date: Jul 03,2013 By: 1 Room name DINING ROOM FAMILY 26.0 ft 16.0 ft 2 ra�U 9.0 It heWcod 9.0 It heat/tool 3 Rowe ft gM 4 12.0 x 14.0 ft 16.0 x 18.0 it ROwn wis 5 Rowe area 168.0 fta 288.0 ft2 Ty number ar U vait� Or H7M or pier 01) ) Perimeter fft) (Btu) number (BtuEdit�-°I-7 (Btutvft� Heat I Cad Gross WPIS Heat Cad Gross N/P/S Heat Cad 6 16/ 13Ag-Ows 0.258 n 5 5.62 116 116 564 652 0 0 0 0 t-G 10A-w 0.820 n 1&99 15.44 0 0 0 0 0 0 0 0 13AB4)= 0.258 a 5.03 5.62 0 0 0 0 136 52 262 292 1A 7clwn 1.270 a 24.76 93.63 0 0 0 0 0 0 0 0 11 1A-clan 1.270 a 24.76 37.26 0 0 0 0 0 0 0 0 1A-clomd 1.270 a 24.76 37.28 0 0 0 0 63 63 15m 2349 1B-clfm 1.130 a 27-03 35.76 0 0 0 0 21 21 463 751 13AB-0ocs 0.258 s 5.03 5.62 0 0 0 0 0 0 0 0 1A-olom 1.270 s 24.76 38.39 0 0 0 0 0 0 0 0 1A-clam 1.270 8 24.76 40.39 0 0 0 0 0 0 0 0 1Qd 13AB-0a S 0.258 w 5.03 5.62 102 76 382 427 0 0 0 0 I`-::G 1A-clan 1.270 w 24.76 93.63 0 0 0 0 0 0 0 0 ' 1A-elan 1.270 w 24.76 67.99 28 12 694 1768 0 0 0 0 p 13AB-0005 0.258 - 5.03 3.46 0 0 0 0 0 0 0 0 C 16D-1gtd 0.049 - 0.96 1.69 166 168 161 283 28B 288 275 485 F 22A tpl 0.989 - 1829 0.00 166 26 501 0 286 16 309 0 6 c)AED excursion 952 -411 Envelope loss/gain 2272 4083 2868 3466 12 a) Infiltration 290 120 181 75 b) Rowe ventilation 0 0 0 0 13 Infemat gww. APP 0 0 0 W0 Shat(fines 6 W 13) 2562 4204 3049 4442 Les"Pade al"a' 0 0 0 0 Less ttalafer 0 0 0 0 ReMstitutiwt 0 0 0 0 14 Subtotal 2562 3049 4442 15 Duct lads -0% 0% 0 0 -Oylo (m 0 0 2582 300 Total room load 189 41 225 206 Ai required(cfm) Calculations approved v CCA to meet all requirements of Manual J 8th Ed. . � wrightsoftt° Rlght-SuuiteG Universal 201212.1.06 RSU18W7 2013 Jul 0417P ge 44 ...rawingsWami ShorestNewtvy Heat Load Cales.rup Calc-MJ8 Front Door faces: W -r wrightsoft R".$ht-J®Worksheet Job: Jul 03, 14>T7u7 Date: Jul 03,2013 BY: 1 Roan narne HALLWAY KITCHEN 2 Exposed wall 0 ft 20.5 ft 3 Roan hdght 9.0 ft heat/cod 9.0 ft heat/cod 4 Roan dars%ston4 26.0 x 4.0 ft 18.0 x 11.0 ft 5 Ra rn area 104.0 ft2 198.0 fe Ty Construction l!value Or hm pear (ft) ) paimeter (ft) (BB rnrml�' (BttdVft�-°h7 (Bfiil�t� Had I Cod Gross NIP/S Heat i Cad Gross I NIPIS Heat Cod 6 lit 13A6-00W 0.258 n 5.03 5.62 0 0 0 0 94 73 365 408 L_ G 10A�w 0820 n 1599 15.44 0 0 0 0 21 0 336 324 13AB-0008 0.258 a 5.03 5.62 0 0 0 0 90 77 387 433 1A-clan 1.270 a 24.76 93.63 0 0 0 0 0 0 0 0 11 1A-clwn 1.270 a 24.76 37.28 0 0 0 0 13 13 322 485 1i 1A-clomd 1.270 a 24.76 37.28 0 0 0 0 0 0 0 0 18-clfm 1.130 a 2203 35.76 0 0 0 0 0 0 0 0 13AB-0ocs 0.258 s 5.03 5.62 0 0 0 0 0 0 0 0 1A-clom 1270 s 24.76 38.39 0 0 0 0 0 0 0 0 1A-ctom 1.270 s 24.76 4(L39 0 0 0 0 0 0 0 0 w 13AB-0ocg &M w 5.03 5.62 0 0 0 0 0 0 0 0 4L-{C 1A-clom 1.270 w 24.76 93.63 0 0 0 0 0 0 0 1A-c10m 1S/0 w 24.76 67.99 0 0 0 0 0 0 0 0 P 13AB-0ocs 0258 - 5.03 3.46 0 0 0 0 55 55 277 190 C 1613-191d 0.049 - 0.98 1.69 104 104 99 175 198 198 189 334 F 22p-tpi 0.989 - 19.29 0.00 104 0 0 0 198 21 395 0 6 c)AED excursion -15 -297 Enveldpeloss/gain 99 160 2271 1877 12 a Inrdtration 0 0 244 101 b3 Room ventilation 0 0 0 0 13 internal gainer: � 230 0 0 1 230 0 1000 Subtotal(lines 6 to 13) 99 160 2515 3208 Less external Imd 0 0 0 a LOSS transfer 0 fl 0 0 R�Stdtxdion 0 0 0 0 14 Subtotal 99 9 2515 3208 15 Duct loads 0% 0% 0 0 -0% 0°k 0 0 Total roan load 99 1� 2515 3208 AQ (�) 7 7 185 149 Calculations approved by ACCA to meet all reuirements of Mang J 8th Ed. e CA 2013•Ju 0417:48:17�wr htsoft° Rg -Sute®Universal 2012 12.1.08 RSU18637 Page 5 ...rawingsWami ShoreslNeMvy Heat Load Calcs.rup Calc-MJ8 Front Door faces: W ,+wrigntsoft° Rgg 1 ht O Worksheet Job: 130703 Date: Jul 03,2013 BY: y n s IM 1 Roan name UVING ROOM MASTER BEDROOM 2 Expo wag 14.5 ft 320 It 3 Rout he� 9.0 ft heat/cool 9.0 ft heat/cool 4 Roman 15.0 x 13.0 ft 16.0 x 16.0 ft 5 Room area 195.0 W 256•0 fP Ty Construc ion 1.1-value Or HTM Area (ft) Load Area (ft) Load number (BUM-°F) or perimeter (ft) (Btuh) or perimeter (ft) ) Heat I Cod Gross Id/P/S Feat Cool Gross NIPS Heat Coal 6 w 131B4)Dcs 0.258 n 5.03 5.62 0 0 0 0 0 0 0 0 -L--.r. 10A-W 0.821) n 1&99 15.44 0 0 0 0 0 0 0 0 13AB-0ocs 0.258 a 5.03 5.62 0 0 0 0 138 112 563 630 1A-Glom 1.270 a 24.76 93.63 0 0 0 0 24 0 594 2247 11 1"lom 1.270 a 2476 37.28 0 0 0 0 0 0 0 0 1A-clomd 1.270 a 2476 37.28 0 0 0 0 0 0 0 0 1B-clfm 1.130 a 22.03 35.76 0 0 0 0 0 0 0 0 13AB-Oocs 0.258 s 503 5.62 0 0 0 0 0 0 0 0 1A-Clain 1.270 a 24.76 38.39 0 0 0 0 0 0 0 0 --G 0 0 t-G 1A-C1om 1.270 s 2478 40.39 0 0 fl 0 0 d IL13AB-OOCS 0.258 W 5.03 5.62 123 97 488 546 136 110 553 619 S 1A-clom 1.270 W 24.76 93.63 0 0 0 0 28 0 644 2434 1A-Glom 1.270 W 24.76 67.99 26 12 644 1768 0 12 0 0 P 13AS-0005 0.258 5.03 3.46 0 0 0 0 0 0 0 0 C 160-19td 0.049 - 0.96 1.69 195 195 186 329 256 256 245 432 F 22A-tpl 0.989 - 19.29 0.00 195 15 280 0 256 32 617 0 6 c)AED excursion 922 591 Envelope loss/�trt 1598 ]4= 3217 fiat 12 a) Ird9lbatiot 10 362 1 0 b) Room ventilation 13 irtterrral�ir�s: AO 230 U 2 460 Subtotal(lines 6 to 13) 1761 3578 83$1 Less external load U 0 0 LOSS transfer 0 0 0 Redistribution 1761 3578 6381 14 Subtotal �/0 0% 0 -0% 0°k 0 0 15 Duct loads 1761 4532 3578 6381 130 210 A��(dm) 264 296 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-JuW4 17.48.17 AM-F[+" wrightFSOft' Right-Suited Universal 2012 12.1.08 RSU18637 Page 6 ..rawingsWami ShoresWewtvy Heat Load Calcs.rup Calc-MJ8 Front Door faces: W A - - wrightsof Loads for Multiple Orientations oat: 13/3 03 t® 2013 AHU9 �► v , Project Information For: New tvy Residence 10525 NE 2nd Ct., Miami Shores, FL 33138 Design Conditions Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature(°F) 70 75 Elevation: 7 ft Design TD (°F) 20 15 Latitude: 26°N Relative humidity{%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/1b) 11.1 56.8 Dry bulb(OF) 51 90 Infiltration: Daily range(°F) - 12 ( L ) Wet bulb(°F) - 77 Wind speed(mph) 15..0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load(13tuh) 26559 33501 33684 33175 26477 33185 32862 32332 Latent Load(Btuh) 3064 3064 3064 3064 3064 3064 3064 3064 Total Load(13tuh) 2%23 36565 36748 36239 29541 36249 35926 35396 Heating AVF(cfm) 1600 1600 1600 1600 1600 1600 1600 1600 CoolingAVF(cfm) 1600 1600 1600 1600 1600 1600 1600 1600 Building Orientation Cooling Load 40000 2 300 CD m v 0 J 20000 O 10000 0 N NE E SE S SW W NW Direction Front Boar fags Current Orientation: Front Door faces West Highest Cooling Load: Front Door faces East Calculatiorrs approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul 0417:48:18 441 + wrightsoft® Right.Suite®Universal201212.1.08 RSU1M7 Page 1 AMk ..rawingsWiaml Shores\Newtvy Heat Load Calos.rup Cato=MJ8 Front Door faces: W ��1 MAY S 013 Values of Symbols tjITY �7.�/r 1 .■ I 0 IM�II B,$ COPY Building Values ?epepapMe Bier Values Symbol Value Symbol Value a 5.1 Hill Shape Flat-No Hill End Zone 10.2 K1 0.0 Kh 0.70 K2 0.0 Kz 0.57 K3 0.0 h 26.43 Kzt 1.0 z 21.69 µ 0.0 Ag 1200.0 gamma 0.0 ff 7.0 H 0.0 V(ultimate) 170.0 Lh 0.0 V(nominal) 131.7 x OA I 1.0 z 0.0 Roof An a 18.4 Gcpi 0.18 Topographic Factor GC +(Wall-Zone 4) 0.84 Eqn.6-3 (ASCE 7) GC (Wall-Zone 4) -0.80 Kzt=(1+K1*K2*K3)^2 GCp+(Wall-Zone 5) 0.72 GC p- all-Zone 5) -1.08 Cp(Roofs) -0.6 Reduction Factor 1.0 Exposure B Note: *The symbols that are not shown are included in the calculations,but due to the fact that they are not the same for each case(for multiple effective wind areas)they are not listed above. e www.mfindloadcaic.com 5/6/201311:11 AM Walls Version 7.1 -B&W.xls Windbadcale.c om Rh"P fk6cP 4MGCP gh6cp q=GCP P11fil6L n FIORMAL h gzGcp 4�,�P TO RIDGE T TO - S.04 4 tm®.-I gAGCP �PbGCp lra°CP "yam S M r BUHAING INFORMATION WALL INFORMATION WALL PRESSURES Ultimate Wind Velocity(mph) 170 Nominal Wind Load Pressures HORIZONTA EFFECTIVE Nominal Wind Velocity(mph) 131.7 WIND LOAD FOR: ZONE HEIGHT L DIMENSION WIND AREA MAXIMUM POSITIVE MAXIMUM NEGATIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE Exposure B (s9ft) PRESSURE PRESSURE(psf) LOAD(pounds) LOAD(pounds) Internal Pressure Enclosed Interior Wall-Normal 4 8 69.55 556 23.3 -25.9 12,943 -14,414 Height above ground(z)-(ft) 9.3 Exterior Wall-Normal 5 8 10.2 82 26.9 -33.3 2,198 -2,714 Standard Wall Height-(ft) 8 Avg.Load on Wall 4&5 - - 638 25.1 -29.6 16,014 -18,872 Mean Roof Height(h)-(ft) 12.75 Interior Wall-Parallel 4 8 45.3 362 23.9 -26.6 8,666 -9,624 Building Width(i1) 79.75 Exterior Wall-Parallel 5 8 10.2 82 26.9 -33.3 2,198 -2,714 Building Length(ft) 55.5 Avg.Load on Wall 4&S - - 444 25.4 -29.9 11,289 -13,278 Roof Slope(xt12) 4 Roof Angle(degrees) 18.43 Windloadcalc.com Your Window to Success (a)Edge strip(ft) 5.1 End Zone(ft) 10.2 Parapet Along Roof Perimeter(ft) Vlrtrtdtoadcdc.tbm gbGCp nbGC C p q)y p gyG WHO GC g -- I gdGcp p s b h TOMM St � � 4 0 I--t—►I ip gbGcp abGCp PLAN BUHAING INFORMATION OPENING INFORMATION OPENING PBFSSUBE9 NOA INFORMATION UttltEete Wimi Vda t](Mph) 170 Nominal Wind Load Presarm Naintad Wind Veloctty(mph) 13L7 WIND LOAD FOR: ZONE ELEOPENING NPcef) WMTB(ft) LENGTH(B) EFFEenvz N AREA BqA Ag ppg Vg M�aM NOA Approval Number Ma:Premare Per NOA Ma�aatmvr Maki Number Exposure B PREMIUM(psi) NEGATIVE PRESSURE Internalprawty Enclosed WINDOW S 44 3.0 6.9 21 2972 11-1110.13 T PW--701 Rd&above wauw(z){B) 9.3 9 4.4 9.0 6.9 62 27.49 31.36 1 11.101814 60 POT SGD•770 Standard wRU Hd&-(0) S DOOR 4 0.0 0.0 23.26 -23.91 Mean Roof Rd2M(b)-(R) 12.73 Bdldkg Widlit(R) 79.73 Building Length(ft) 333 Rodglope(=M 4 Roof Angle(deg<eees) Ma (a)up swp(ft) 3.1 Ld7noa(R) 10.E Windtoadcatc.com Your Window to Succeea III I o1c,zr me: 2 CIT at-m U Windloadcalc.com VN Speed-up S H12 A A2 ESCARPMENT 2-1) RIDGE OR 3-D AXISYMMETRICAL HILL TOPOGRAPHIC FACTOR Hill Shape Flat-No Hill H, (ft) 0.0 Lh, ft 0.0 X, ft 0.0 Z9 (ft} 0.0 t M,IAM, MIAMI—DADR COUNTY,FLORIDA •� PRODUCT CONTROL SECTION DEPAR'T'MENT 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 {NUA) �vww.mla ulade.auvlme/ PGT Industries 1070 Technology Drive Nokbmis,.Fl 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation subrriitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other area 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"PW701"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller,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. MSSILE 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. 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. 10--0504.05 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. NOA No.11-1110.15 Expiration Date: February 19,2014 r Approval Date: February 02,2012 ��� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.01) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11', signed and sealed by Anthony Lynn Miller,P. B. 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 marke"p drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL--3850,dated 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NDA No. 03-1.105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC 2007,prepared by manufacture,signed and sealed by Anthony L. Miller, P.E. (Submitted►under previous NDA No. 10-0504.05) 2. Ghudng complies with ASTM E1300-02/04 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 or colored Interlayer"dated 04/21A 1, expiring on 04/21/16. 2. Notice of Acceptance No. 11-0624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their"DuPont ButaciteO PVB Interlayer"dated.09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010,dated 10/29/11, signed and sealed by Anthony Lynn Miller, P.E. 2: Statement letter of no financial interest and independence, dated. 10/29/11, signed and sealed by Anthony Lynn Miller,P.E. .Jaime D.Gascon,P.E. Product Control Section Supervisor N©A No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 E-1 1 r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller,P.E. (Submitted render previous NOA.No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller,P.E. (Submitted cinder previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller,P. E. (Submitted under previous NOA No. 10-0504.08) b. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL•--3850, issued by Fenestration Testing Laboratory, Inc.,dated 07/31/03,signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 1045044.05, issued to PGT Industries for their Series 'TW- 701 Aluminum Fixed Window-L.M.I."approved on 09/22/10 and expiring on 02/19/14. Jaime D.Gaseon, .E. Product Control Section Supervisor NOA No.11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 E-2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS 45-1/4° B. ERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED W3181E/LKiHT tfl51B1 E LIGHT MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR " O.O. NOA DRAWING TABLE OF CONTENTS WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. 8" 12-7 8/ SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. MAX. B MAX. O.C. 2°MAX. 0. USE SHEETS 3 THROUGH B TO INSTALL PRODUCT, I I I ` REFERENCING NOTES FROM SHEETS 8 & 7. C GENERAL NOTES........................I C ELEVATIONS, FLANGED...............1 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED A A ELEVATIONS, INTEGRAL FIN.......1 ON TESTED PRESSURE AND ASTM E1300-02, 3-SECOND GUST. GLAZING DETAILS....... ..............2 POSITIVE DESIGN LOADS EASED ON WATER TEST PRESSURE AND I _ — DESIGN PRESSURES, FLANGW.2 98 1/4" DESIGN PRESSURES, FINNED....2 ASTM E1300-Q2, 3-SECOND GUST. FIN TO INSTALLATION, INTEGRAL FIN.....3 _ 3. ANCHORAGE: THE 33-1/3X STRESS INCREASE HAS NOT BEEN FIN I CORNER ASSY. INTEGRAL FIN..3 USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING 92-1/4" 5" INSTALLATION, , FLANGED BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT VISIBLE MAX. CORNER ASS Y, FLANGED_.......4 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE LIGHT G 93-1/4" INSTALLATION, MISC..................5 O. . REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD VISIBLE ANCHORAGE...............................6.7 DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. I 96" LIGHT EXTRUSION PROFILES................8 12-7/8" FLANGE 96" PARTS LIST................................8 4. SHUTTER REQUMENT: NONE REQUIRED MAX. TO FLANGE 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. ICSI PER ANCHOR TYPE, SEE SHEET 7. 8. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3880, NOA: 1 I 07-0425.01 (ULTRACON), 03-0225.05 (CRETE-FLEE), 1 AN$I/AF&PA NM-2005 FOR WOOD CONSTRUCTION, ADM-2005 1-u- ALUMINUM DESIGN MANUAL 8" 4w FLANGE L—D 7. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY MAX. TO FLANGE 2°MAX. ,8" WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 1/4 INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). L—�TO FIN 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYP, FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY (TESTED UNIT TESTED UNIT OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR INSCRIBING THE SHAPE IN A 13OOK AND OBTAINING DESIGN PRESSURES WATER RESWANCE OF INSTALLATION SHALL 13E DONE BY FOR THAT BLOCK SOLE FROM THE TABLES ON SHEET 2. OTHERS, PRO!>THCY1lBIA881) h--WIDTH— h"—WIDTH—►1 F--WIDTH—�I� 0 Ae LWio '" QQ. tE �x WIDTH -+1 WIDTH H -'°L WIDTH T L S 1 WIDTH T Imo-WIDTH I--WIDTH-►I F- WIDTH--I h-WIDTH-�•I T(— -1 T �`� �LYNN MI( �ii _( t L_ J * No.58705 J.J. 10/18/11 0 2010 FEIC UPDA7F omatp6ac �•.� t A oF HT/ �w+` ELEVATOONSANDNOTiES O -0 y� J.Tt 3 31 f0 C ON C 10P71OtIGE�FI 27 5 � ....... FK. 4 4 07- B P.O. EQx 15za ALUMINUM PICTURE WINDOW IMPACT '�i!s`S/ONA4 NMARS,FL 34274 1 ' uro�mw cr- ' /4J p,E, 88705.� F.HC 7/f4lQ3 Hoof IVT3 4 8 4253.4 Q FIn mW Mwdmum Design 7A6La*SAW.000PiR-WUM 7/16°LW GLASS NOMINAL mw mmm 197m=OR M=99d pmewre(+bpe1;! I 7 ML&W:&9KWM17P-?A6=-3A6A-00M-VlM SWU NEEPSAM MUM 3/16°NOWAUD OR Wa M M7E{MAYM WU or am 24 30 3 16'IffAT LASS 38 42 48 84 so 87.M 38 80.0 80.o 80.0 80.0' 80.0 80.0 80.0 80.0 1 12 ' A" 48 80.0 80.0 80.0 80.0 80.0 80.0 no 80.0 i "A° & °B° DIMENSIONS MAY DIM. BE ORIENTED VERTICALLY OR 80 80.0 80.0 60.0 80.0 80.0 7111 71.1 84.0 90 17 R 27 HORIZONTALLY AS SHAWN. w 67.878 80.0 80.0 80.0 80.0 80.0 71.1 64.0 629 -�i �\ 72 80.0 80.0 80.0 80.0 79.9 71.1 84A tt/�t6°� "B° DIM.. � B. DOA. ' 78.8 80.0 80.0 80.0 80.0 78.0 70O 84.0 ` 84 80.0 80.0 80.0 743 88.3 83.8 DIM. ;C 88.8 80.0 80.0 80.0 73.8. 87.4 83.8 13 2 so 80.0 KO 77.2 84.7 88.2 14 1b C 1M7 80.0 00.0 7Z3 88.3 1� 800 80.0 70.4 7116" LAMI GLAZING DETAIL 126 �.o eao 70.o FLANGED OR INTEGRAL FIN FRAME 148 800 no (FLANGE FRAME SHOWN) Fin and Unknum Design 7/f4lbnk s11 •�Pae-a/tsla PWr4vd Pfeware(+I-pN} 7/t8tl N10s9/367RAp-T/10Aai•9/1@6-.080PYB-aj1W6 t-1/16"LIEU GABS L W k or" ion 7/16•La1a LASS Np1L9Wl .080'OUPGJ7 9UfACITE OR 24 3D 36 42 48 54 so 87.8751 9O=I fE MAiM81M 80.0 no 80.0 80.0 80.0 80.0 80.0 80.0 3/16•u17/NEALEO at 11EA1 P�MIEPtAYER S1WEP16114T�0 LASS 3 f6°FBdO 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 3/16°Tian M GABS G 1� 80 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 87.878 80.0 80.0 80.0 80.0 80.0 71.1 84.0 821 12 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 18 78.8 80.0 80.0 80.0 80.0 80.0 71.1 84.0 11 84 80.0 8010 80.0 80.0 80.0 71.1 11 16"NOM. 88.3 80.0 80.0 8010 80.0 8010 71.1 ertE b 0 80.0 80.0 80.0 KO 8D.0 109.7 80.0 80.0 80.0 80.0 19 1 PROD= 6 1� 80.0 Inc 80A 14 1b 128 80.0 80.0 o" 14b 80.0 800 6" k. RAZING DETAI FLANGED OR INTEGRAL. FIN FRAME 111rrr NOTES; (INTEGRAL FIN FRAME SHOWN) ` �ILYNN M7l((,��,�'�i 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32fr. �` :'�CEN3Lr''•;�P'i� 2. FOR SIZES NOT SHOWN, ROUND SSE TO THE NEXT AVAILABLE WIDTH OR HEGHT DIMENSION. � 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FTT WITHIN. * {40.58705 4. THE WINDOWS WIDTH AND HEIGHT(DIMENSIONS °A°AND °B' MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). Jd 70/18/11 D CHANGED HS CAP TO TMP FOR JD'RULE Q � ST, w a. ��: 1070 TECHNOLOGY DLAZW DETAILS J.R. 3 37170 C R C..... N.VEAIICE.FL 30.275 AUJIM M PICTURE dVwo IMPACT '�`.s �ONAS-'� �`• fiK 4 4/07 B NO CHANGE 7HlS SHEET P.O.BOX 1829 Rr" /6�L�IZf{IIe�j1P.E F 7l14i08 NOKONIS Fl 34274 PNa701 {a i 8 8 74M4 D PE# 55705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD MING -"I "- l j4" MAX. SHIM 1/4"MAX. SHIM -aI�+— 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, 1 13 SH ET 8 1 INTERIOR 13 II-- .375° MW. 2X WOOD BUCK OR FRAMING EDGE DISTANCE .131° (1/8") X 2-1/2" NAIL. WITHIN 2" Of CORNERS AND 5" O.C. X 2-1/2"NAIL, EMBEDMENT WITHIN.375"MIN. 2" 11 18 os� 17 21 10 11 1 EDGE DISTANCE CORNERS DAND .C. MAX. VISIBLE LIGHT OPENING 13 MAX. WINDOW HEIGHT HORIZONTAL SECTION C-C MAX 98 22 WINDOW HEIGHT 17 21 MAX. VISIBLE UGHT INTERIOR OPENING SEE ANCHOR GUIDEIJNES, SHEET 8 x 1/4° MAX. EXTERIOR CK SHIM MMM 1 3/6" �---4"= EXTERIOR EMBEDM IM CfEREb FRAME WITH INTERIOR W�WD BUCK AND EXTERIOR FRAME WEIRS OR FRAMING (SHOWN) OR CORNER KEYS AT SCREW BOSSES VERTICAL SECTION D-D asa° �y ww m, Buaft C040 90°CORNER ASSEMBLY ANGLED CORNER ASSEMB Ampiam No "1It D. N, OTES f I 1, USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ,� ��Q1..LYNN *' No.58705 ' fJ TO Is 11 D NO CHANCE THIS SHEET 1070 TECHNOLOGY DR INSTALLATION FINNED FRAME r '...FtC>fIID?.•'��• J.R. 3/3t/10 C F N.VENICE,FL 34275 - •"^••' LJG�� Pa eqx lsaa ALUWINUMPICTURE WINDOW,IMPACT �`777S/0NA1-V," FK TJ74f�i Nl»COMIS.FL 34274 AVY70t �T$ 9 a 8 D A C�fth� r�P.E. INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES 1X WOOD BUCK 1/4° MAX. SHIM SHEET 7 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, 2X W000 BUCK OR FRAMING Er 6 MIN. CONCRETE a SH 13 a ER SEE ANCHOR ANCHOR TYPE,—i<.•. 13 GUIDELINES, • CONCRETE KSI SEE SHEET 7 SHEET 7 PER ANCHOR TYPE, SEE SHEET OR 1.5 K51 SEE ANCHOR 7. OR 1.5 KSI MN. CMU MIN. CMU , GUtDELINES, 1 ' 1X WOOD BUCK SHEET 7 t`' 1/4°MAX. SHIM -TIT 11 R 11 18 oRa 17 O 10 GU SEE ANCHO DELINES SEE ANCHOR SHEET 7 GUIDELINES, 13 MAX. WINDOW HEIGHT SHEET 8 HORIZONTAL SECTION A—A MAX.98 2a WINDOW HEIGHT 17 21 MAX. VISIBLE LIGHT INIEgLOR OPENING SEE ANCHOR GUIDELINES, SHEET 6 13 18 2 1/4° MAX. SHIM EXTERIOR SEE ANCHOR GUIDELINES. SHEET B �BIDg MITERED FRAME WITH INTERIOR 2X WOOD BUCK AND EXTERIOR FRAME WELDS OR FRAMING (SHOWN) OR CORNER KEYS AT VERTICAL SECTION B—B �; scREW BossEs 90°CORNER ASSEMBLY ANGLED CORNER ASSEMBLY t NOTE m 0 C01� Er 1. USE SE ONLY ANCHORS LISTED ON SHEETS 8 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE UMLTS. ` u r 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 9X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1//2°THICK OR �; �1OS NSF •.Fip i�� GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUT14ORITY HAVING � JURISDICTION. *' No.58705 J.J. 10118111 D ND CHANGE 7H0 SHEET �Q •. STA O ; !(/ 070 TECHNOtAOr DR IPISTi4LL ATION fl AIVC7ED FR14ME ° �toR+aP. J.R. S 31 ro c N.VENK't FL.34276 _ IMPACT 141.LNIAM PICTURE fflND0!% _ P.O.BQX 1528 F 7H4I0,9 NOKOMIS,r'L 34274 1 NT3 4 6 42SB-4 D N.E. 1 5,F- ' ~ - � SEE ANCHOR SEE ANCHOR SEE ANCHOR SEE ANCHOR GUIDELINES. GUIDELINE% GUIDELINES, GUIDELINES, SHEET 7 FIN FRAME WITH SHEET 6 FIN FRAME WITH S14EET 7 FIN FRAME WITH SHEET 7 FIN REMOVED INTERIOR FIN REMOVED INTERIOR FIN REMOVED INTERIOR [Mom SHIM SHIM MA)L f SHIM SEE HOR SE E ANCHOR GUIDELINES, EMBEDMENT DELINES, SHEET 7 SHEET 7 T MIN. CONCRETE KS GUIDELINES'.... LMIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 --72X WOW BUCK OR FRAMING SHEET 7 'F' T PER ANCHOR, SEE SHEET 7 OR 1.5 I(SI MIN. CMU CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KS MIN. CMU SHUT 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAM EQUAL LEG FRAM EQUAL LEG FRAME FLANGE ERAM (OTHER FRAMES SIM.) (OTHER RiAMES SIM, (03HER FRAMES SIM. PRECAST SLOPED SILL 2X WOOD SUBSJRATE 1X WOOD SUCKSTRI DIRECTLY TO MASONRY EDME 1/8" NOM. MIN. EXCLLNE)MIXG POINTT 2X WOOD BACKER 012 STEEL SELP12 STEEL 1/8' NOM. MIN, SEJ12 STEEL #12 STEEL 'SELF-DRILLING DRILLING DRILIING— SELF-DRILLING USE SAME USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR ANCHOR SPACING AS =AS SPACING & EDGE =TG AS #12 STEEL #12 STANCE AS ME STMZI SCREW SCREW UEL Dmiog SCREW if DMERIOR (SHEET 8) DADE APPROVED MULLION (SHEET 6) MErAL FRAMING SO ULL-LENGTHI WOOD (SHEET 6 1 A36 STEEL: Fy=36 KSI MIN, (SHEET 6) BACKED STEEL STUD !lE STUD ASEE SEPERATE NOA) ZIP, )ZFS; I KSI MIN. ALUMINUM: W63-TS MIN. .125' MIN. WALL THICOESS ALL GAUGE THICKNESSES .125" MIN. WALL THICKNESS (ATrACHMENT BY OTHERS) 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAM FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (QTHER FRAMES SIM. (OTHER FRAMES SIM. ALUMINUM MULL SUBST STRUCTURAL STEEL SUBST STEEL STUD/WOOD SUBSTRAT STEEL STUD SUBSTRAT Ohio NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 5 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE 5EC11ONS ON T179S PAGE AS IX ARE BUCKS WHOM TOTAL THICKNESS IS LESS THAN 1-11/2'. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCIRETE. WOOD BUCKS DEPICTED AS ?J( ARE 1-1/2'THICK OR LY........ e GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HA%RNG N4 JURiSDICTI 1 FOR AlTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. Z No.SS705 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. to STATE Rim 9; 3.31 10 C P.O. BQX I= ALUMINUM PICTURE*7NDOW 11 N ,IMPACT 4204 D Head,SID and Jamb Anchor Quantities Into Wood or Metal(Anchor Types 1-4) Anchor °A°or°B°pbpertsim(in) Type Pndw DesaWkM SUbstrete Edge Embed- 1YPe 24 1 30 1 36 1 42 48 64 60 1 87.876 Distatme mad Arr.tmr 812,Steel sa v _3.Pine 0.884° 1.376° Location* 1 2 31411 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 812,Steel soae!! S1I.Stud,tar 33 0324° .t>A8718t3a 892,Steal screw Akan.6083-i0 0.324° 0.126° Jamb 3 3 41314 3 413 4 3 4 3 4 3 413 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 812,Steel saw �A38 t 0.324°W 0.126" Hsad18N 2 2 2 2 3 3 31 5 4 314 3 6 4 5 4 6 6 6 6 8 6 8 6 8 8 0 8 7 6 7 8 814,Steel ecreW(GS) S.PIN 0.264° _1,375 Jamb 4 4 8 4 8 4 514 5 6 1 6 6 6 6 0 fi 5 6 8 6 6 6 0 618 6 8 6 6 6 6 8 2 814,Steel screwy S8.Stud,©r 33 00.261° .048°118ft FOOMI 2 2 2 2 3 3 313, 4 3 4 3.5.4 5 415.5.6.5 .6 8 7 6 6 8 7,0,7.7.0 7 814,Steel scrmv(05) Aksn.0083-18 0.261° 0.125 so Jamb 6 6 6 6 6 8 BIB 0 6 8 8 I 8 I 8 7 8 0 817 0 7 8 7 8 7 8 710 7 0 7 6 814,Steel epw dfi A30 Std 0.261° 0.126' Hea"M 2 2 2 2 3 3 3 3 4 3 4 3 8 4 6 4 6 SIB 8 8 0 7 6 7 6 716 8 1 8 7 3 114°Std ultrean _ S.MRS _ 1° 1.375 07.M Jamb 616 7 6 7 6 7 8 7 8 7 8 1 7 8 7 7 718 7 7 7 8 ? 8 7 817 8 7 8 7 114° 410 SS CreteFlex S.Pure 11 1.375 !♦ee WNl 1212 2 2 3 3 3 3 4 3 4 3 8 4 8 4 5 616 6 8 8 7 8 7 6 7 6 8 7 8 7 4 6148° Stall uam m S.PIN 1.28° 1.376° 72 Jamb 6 6 8 6 7 8 8 6 7 7 8 7 7 7 8 7 7 719 7 8 7 9 7 0 7 9 7 Heaftill 2 2 2 2 3 3 3 3 4 314 3 5 4 6 4 6 6 6 6 816 7 0 7 8 7 6 75.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 819 8 9 8 9 8 Hesll/S01 2 2 2 2 3 3 S 3 4 3 4 316 4 6 4 B 8 0 fi 8 6 7 8 7 8 7 8 84 Jamb 7 7 9 1 8' 7 9 7 0 8 9 SIB 8 9 8 8 6 10 6 9 8. 10 8 ° Hea"Ill 2 2 2 2 3 3 3 3 4 3 4 5 8 4 6 4 5 6 6 8 8 '8 7 6 Q Jamb 717 9 7 8- 7 9 7 8 8 9 8 8 8 9 8 6 6 10 8 9. 8 10 8 6 86 3 Head/801 212 2 2 3 3 3 9 4 3 4 3 6 4 5 4 6 fi 8 6 8 8 7 8 26 Jamb 8 8 101819 1811018 9 9110 9 9 9 10 9 9 9 11 9 Head1316 2 2 2 2 3 3 313 4 3 4 3 6 4 8 4 8 6 8 6 100.7 Jamb 9 9 12 9 10 9 121 9 10 10 12 10 10 10 12 10 Head1SM 2 2 2 2 3 3 3 13 4 3 4 3 5 4 6 4 126 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 *1Atidth and Height dlmendora may be Head= 2 2 2 2 3 3 3 3 4 3 4 3 reversed to locate anchor glrantides on the Jamb 11111 13 11 12 11 13 11 12 12 13 11 table.if so,the Head/SlNand Jamb roans 128 Heatlt88 2 2 2 2 3 3 3 3 4 3 4 9 must also be reversed so that the longer A° & °B° DIMENSIONS MAY dimension gets the most anchors. BE ORIENTED VERTICALLY OR 146 Jamb 12112 16 12 13,12 16 12 HORIZONTALLY AS SHiWlN. Headm 2 2 2 2 3 3 3 3 f+•- 'A' -.•� PROPIIG7'1 ImW* NOTES Na 1.ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 146° NOR CAN THE WINDOW AREA EXCEED 32FT2. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. �+-- °B°DIM,-►) e 3. FOR ARCHITECTURAL.WINDOWS, FIND THE SMALLEST WINOOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL -8° DIM' ttil! WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. �a y o4ty M/ 4, THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A°AND °B°) MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). DIM. 8. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. tf JJ !0 78 11 0 NO ttWYG£THIS SHEET A t3 F $l` 1070 TECHNOLOGY n ANCHORAGE,WOOD SUBSTRATE FtoR1o¢.•' ,`: J.R. 3 39/70 C N.VENIC$ FL 34278 ^ %CS'�••••••• ����FTM F K. 4 4 07 a NFly srr P.O. OOx lsaa �tNUMPlC.TURE WINDOW,IMAACT a� '�77j�iONh �b'�``PIE. pub: NGKOMIS,FL 34274 tTJG 7l14J09 P6W701 NTS $ ^� 4269-4 D P.E.# 58705 i Head,Sib and Jamb Anchor Miangdes Into Masonry(Anchor Types 0-7) Anchor °A'or'B°DNnernsion(ir Type 24 1 30 30 42 46 1 64 60 87.878 A min. Min. Type Anchor Descd{41on Substrate Edge Embed- Anchor• 6 6 7 5 6 7 6 8 7 8 8 7 6 6 7 5 6 7 5 6 7 5 8 7 D 1201 5 174" SteN tRtr�olt Holow Bloc 1' 92b° r Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 - 114° Steal Ultracon 2.7k Concreto 1° V 1.376' 36 Headi361 2 2 2 3 3 3 4 4 3 5 5 4 6 6 4 6 8 8 6 618 7 7 6 8 114'410 SS Cr�eFNx Hokw Blwk 1° 125° Jamb 5 4 4 6 8 4 5 5 4 B 5 6 8 5 8 e 6 5 6 S 6 6 5 5 114'410 S8 CmWFlea 3.35k Concrete 1' 1' 48 7 5118' Steel Una BkttNt 1.68 _ 1.W Head/SB 2 2 2,3,3 3 4 4 3 6 6 4 8 5 5,7 8 8 7 8 8 8 7 7 -SH8' Steel Ll6aool 3.8k Coruvota 1.21 '" 1' - s Jamb 8 5 5 616 5 6 8 6 7 8 6 7 6 6 7 6 6 7 6 6 7 6 8 Heaths! 2 2 2 313 3 4 4 3 5 5 4 8 6 6 7 8 6 7 0 8 8 7 7 87.86 Jamb 7 8 6 7 6 6 7 7 6. 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 HeadISN 2 2 2 3 3 3,4 4 3 5 5 4 6 6 6 7 6 617 6 8 8 8 7 72 Jamb 8 6 6 8 7 8 8 7 8 8 7 7 9 7 7 9 7 719 8 7 .. Head1SN 2 2 2 3 3 3 414 3 6 5 4 8 6 8 7 8 6 7 8 6 Jamb 81.7 7 8 7 7 8 8 7 8 8 6 918 8 9 8 8 9 8 8 78.6 Hea"111 212, 2 3 3 3 4 4 3 0 5 4 8 6 8 7 8 8 7 6 8 84 Jamb 9 7 7 918 7 9 8 7 9 8 8 10 a 8110 8 8 Heailal 2 2 2 3 3 3 4 4 3 5 5 4 8 6 517 6 8 d Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 S. 8 10 6 8 $ 3 Headf&111 2 2 2 3 3 3 4 4 3 8 6 4 8 6 6 7 0181 Jamb 10 8 8 10 9 8 10 8 8 10 9 9 11 9 9 HeadMid 2 2 2 3 3 3 4 4 3 6 5 4 8 6 6 109.7 'fib 12 9 9 12 10 9 12110 9 12 10 10 HeaWSM 2 2 2 3 3 3 4 3 5 5 4 +W!d♦d1 and Height dimensions may 120 Jamb 13 10 10 13 91 10 13 10 be reversed to loom anchor He�Bill 2 2 2 3 3 3 4 413 Jamb 13 11 11 13 12 11 13 11 quantities on the table.ff so'the 126 Head/Siilandiamb rows mast also Headl3dl 2 2 2 3 3 3 4 3 be reversed so that the lorIger 19& 'B'DIMENSIONS MAY Juoft 16 12 12 15 13 12 dimension gets the most anchors. HOR ONNTALLYAASSTSHOW OR N. 1x8 HeadlSll 2 2 2 3 13 3 + DIM. -..� drewkb Rlmlda NOTES: 1.ANY ONE SIDE CANNOT BE MORE THAN 148'AND HAVE AN AREA OF MORE THAN 32FT'. 2. FOR SIZES NOT SHOWN, ROUND SIP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. ,+—°B°DIM. \ 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL \� 'B'DIM. WIDTH AND HEJGHT OIMENSIONS COMPLETELY FIT WITHIN. T ��� LYNN Ae 4. THE WINDOWS WIDTH AND HEIGHT(DIMENSIONS 'A° AND °B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. `�Qrc1�, 'y1GEN3( '•.�j1�i�i RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). *' No. 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. �_^0•:1d 1 R"d By J.J. t0 7B 1 J 0 NO CHANGE THIS 5NEET :pO'. 070 TECHNOLOGY ANC IQRA MASONRYSUBSTRATE •c`F C NON FrG 14/7a B NEW�r FOR N P.O.BQx ,s"� ALUMINUM PICTURE WINDOW,IMPACT SSIOIVAL� F 7H410.? NOKOMIS FL 34274 Fi4u7Q! NTS 7 m 8 4288.4 — u P.E. 2.784° �+ 970" 34r ----1.094° �•�—.974" —►{ 975° .975" I f 047 _ 2.500° .050" 7/16" LAMI GLASS BEAD 1-1/16" LAM! I.G. GLASS BEAD INSTALL. FASTENER COVER .062°—•-� �� .062° MATT: 6063—T5 11 MAT'L: 6063—T5 MAT'L: 6063—T5 - .077° ti:1 DWG NO. 4255 DWG NO. 4254 is DWG NO. 4224 1.125° "W1 MVG#1 PART 8 0I55CWTION 1 4256A 64258 Integrid in frame head,sdG&jamb INTEGRAL FIN FRAME 2 4253 64253 Flanged creme head,sM&jamb MAT'L: 6063—T5 7 1155 781PDX #8 x 1 Quad PH SMS Stainless steal DWG NO. 4256A a Schnee-Morehvad SM5504 acryl-r rmm w jdrit sealant or 10 4255 64255 7116 tams glass bead 11 4254 64254 1-1/10laml I.S.glass bead •094" 12 1224 6TP247 Vlrryt bulb weatherstrip(thick) 13 4224 installation tastes cover 14 Dow Coning 899 glaring sealant or equ holent 15 Dow Coming 995 siQcone structural seelent,black 1.875° 7118"lam[giaas:3118"annealed-.090 DuPont Bu tscfte or 17 Safrex Keep3ate Maximum PVB interleyer-3118'heat strengthened 1-1/16"long I.Q.ghm 3116"hum atrengthrmsd outboard- .062° 98 7118"airspace-3118'annealed-.090 DuPont Butooite or 2.784° Saflex KeepSara Maximum PVB hedayer-3118'heat FLANGED FRAME strengthened 20 4282 64262 Architectural corner key ,6m O MAT'L: 6063—T5 BWWft DWG NO. 4253 7116"land glass 3!161 heat strerotrenet-.090 DulPord 21 Bu tectte or Saflex KeMSde Maximum PVB intelayer- 3118'heat strengthened 1-1118"laml L(L glow 3116'!heat stre ngthoned cu tboed- 22 71101 strengthened DuPont or Sollex 3116" eepSele Maximum VS iner- `��� y 4YNN 3118'heat strengthened ,.`���; �icaNS e'' �: No.58T0.5 J.J. to/18/111 o 'wo CrunrcE errs sxEEr J.R. 331 tQ C 10N0TECHNOLOGY 2�E F-XTRUS10N PROFILES&PARTS LIST ..O, .,•.. pp•• �4'� PA BQx 1620 ALUMINUM PICTURE WINDOW,IMPACT ',�SS1ONA- NOKOMIS,FL 34274 ° `�"''' 1 a xaee F.K. 7LJA: �uwmr NT$ 8 w 8 42W4 D P.L#98705 MIAMI-DADS COUNTY PRQDUCr CONTROL SBCTION DIVARTMFRr OF PKRMI'1 PANG,D1V MONMENT,AND REGULATORY 11805 SW 26 Strv4 Room 208 AFFAIRS(PEItA) Miami,FlorWa 33I75-2474 BOARD AND CODE ADMIIVLSTRATION DIVISION T(7$6)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) PM Industries 1070 Technoloa Drives N4konlK n 31275 SCOP14 This NOA is Ding issued under the applicable rules and regulations governing the use of construction majerials. The documentation submitted has been reviewed and acxapted by hlIia:ni Dade,County PERA Product Control Section to be used in Miami Do&County and other areas where allowed by the Authority Laving Jurisdiction (A]HU)• This NOA shall not be valid after the won date stated below. The Miami-Dade County Product Control Section(1n Miami Dade County) and/or the AHI(m areas other than Miami Do& County)reserve the right to have this product or material tested for quality assurance per. N#his product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such tag and the AHJ may immediately revoke,modify,or suspend ttm use of such product or material within their jurisdiction. PERA reserves the right W revoke this accepta:we,if it is deter d by Miami-Dade County Product Control Sectioa that this product or material fills 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 ffigh Velocity Hw1bane Zoe. DESCRUTIUN:Series 4WD-770"Aluminum Sliding Gloss Doors w/we Iteinftirreme� APPROVAL D000111ENT:Drawing NO.PGT0002 Rev C,t itiei"Series 778 Alum SQD-Lmr,shy 1 through 23 of 23,prey by manufacturer,doted 08/05/07 and last revised on 10/11/11,signed and sealed by Lynn Muller.PX.,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 MISSR&IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See table 1,2&3,sheets 7,8&9 of flue approved drawing set for applicable S13D unit sixes,design pressures,reinfvauerr►ents,glass types,sill riser and anchors requirements. 2. Egress operable dears must comply with min clear width per FBC,as applicable. 3. All laminated glazing options are with interior HS glass,see glazing options,shy 1,5&6. LABELING:Each unit shall bear a permanent label with the manufactumes now or logo,city,state and 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 budding 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 pct for sales,advertising or any other purposes shall automatically teandne w this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVIUTISEIVIENT:The NOA number preceded by the words Miami-Dode county,Florida,and followed by the expiration date may be displayed in advertising literature. V any portion of the NOA is displayed,then A shall be done in its entirety. DWFX,°i'ION:A copy of this Mire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA revises NOA#69-OM10 and consists of this page 1 and evidence pages&l,as well as approval cociuna t mentioned above. The submitted documentation was reviewed by I4haq L Clmnda,P.E. A � NOA N611-101&14 Sapiratbm Date:Fen="17,2815 Approval Date: December 014 2811 Page 1 • PGT Indnstr�te9 NOTICE OF ACCEPTANCE: EVIDENCE SUBAHrrF.D A. DRAWINGS 1. Adauufactorer's die drawings and sections(transferred from file#09-0826.10). 2. Drawing N01'GT0002 Rev C,tided"Series 770 Alum SOD-W,sheets 1(tough 23 of 23, preparedby mauuf ,dated 08105107 and lad revised on 10111111,signed and sealed by Lynn Miller,P.E. B. TESTS(transferred from file#09 08Z&10) Test report on 1)Air Infiltration Test„per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Large Missile Impact Teat 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 (b)and TAS 202-94 Along with marked-up dmwirW and installation diagram of aluminum Sorting Glass Doors, prepared by Fenestration Testing Laboratory,Inc,Test Report No FTI.- FTL-5"3, FTL-6036,FTI.6091,F M.6014,YrL-6015,FM-"17,FT"0239 FTL-6024,F 1.1- 6025,IrTL-6928,FTL-6031,FTL4033 and FrL-6036 dated 08/10/09,all signed and sealed by Julio Gonzales,P.E. Note: The test reports No.FTL 5980,FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09,signed and sealed by Julio Gon•Wes,P.E. C. CALCULATIONS 1. Statnaerrt lets dated OCT 11,2011 of caampliance to FBC 2007&FBC 2010, ppared by POT,signed&sealed.by Lynn Miller,P.E. 2. Statement letter dated 10/07/11,Successor Engineer adopting the another engineer's work per FAR 61015-27-001,signed&sealed by Lynn Miller,P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09,01/06/10 and last revised on 01/08/10,prepared by PTC,LLC,Robert L Amory,P.E. (transferred from file#094826.10) 4. Glazing complies with ASTMS-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. 11+jATr+`.RILAL CERTIFICATIONS 1. Notes of Acceptance No.07-1116.04 issued to E.I.DuPont De Nemours&CO.,Inc. for`VuPont SentryGlas 0 Plus",expiring on 01/1412012. 2. Notice of Acceptance No. 11-0624.01 issued to"E.L DuPont Denemoure for "DuPont Butacite 4D PVB",expffmg on 12/11116. F. STATEMENTS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007&FBC-2010 and "No financial interest",prepared by POT,signed&sealed by Lynn Miller,P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest,dated 08-19- 09,signed by Robert J.Amoroso,P.E.(transferred from file#094826.10) 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#0MM.10,empiring February 17,2015. 2. Test proposals No(s)"-0177,0177-A,B&C edby Ishatl L Chang,P.E. Product Control Examiner NOA No 114012.14 Espira =Date.Febrosry 17,2015 Approval Date: Dumber tit,2011 E-1 GENERAL N TES:SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART NOA DRAWNG MAP 1.GLAZING TYPE OPTIONS,(GLASS RSCIPES ARE FROM EUCTERLOR TO INTERIOR GLASS$TRENGTHS- TmTEMPERED a HEATSTRBNGTHED SEE TABUS 1 2$S ON SHEET INTERLAYER TYPES• m 080 DUPONT SENTRY ALAS PLUS m.040 DUPONT BUTACITE PO ' GENERAL NOTES».„,..».«1 GS•7118”LAMINATED: ) OF 3118" GLABB WITH AN.040�RLAYER SHEETS 71 $s QUALIFIED CONFIG,..„»...x•4 G4.7M8"LAMINATED:(2)UTES OF 3/18" GLASS WITH AN.040 YER, GLAZING DETAILS——8-0 G3A-SIB"LAMINATED:(2)UTES OF 114° GLASS WITH AN.z INTERLAYER. ANCHORAGE..».«,._.......«7.18 G4A-SMB"LAMMINATED:(2)LITES OF 114" GLASS WITH AN 080 YER. DESIGN PRESSURES.--7-9 G8• " .SM8"T EXT.OAP+318"AR SPACCE+7118'LAMINATED;lx1 LITES OF 3M8" NO GLASS WITH AN LOBO INTERLAYEIL ELEVATIONS........ GB• 8M8"1'@ICI'.OAP+3�"AIR SPACE+7118•LAMINATED, LITES OF SMQ{" GLASS WITH AN.080 YER QONFIGIIRATIONS».«»»..17 C38A- 114" M.CAP+IIMIV AIR SPACE+7M6"LAMINATED: L1TE8 OF 3M8" QILLASS WITtI AN.�O INIFRLAYER VERT.SEOTIONS.L.»....»»18 GSA- 1/4" EXT OAP+8/18"AIR SPACE+7118°LAMINATED: LITES OP SMV GLASS WITH AN= I YER HORIZ.S180TIONS»««.».»18- 2.MESIt11 PROSSURES: PARTS LIST»......»«.....«.21 A.NEGATIVE DESIGN LOADS BASED ON TESTED F RESSUREAND MASS TABLES ASTM E 1100. EXTRUSIONS.«««..»«»».«2223 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GNAW TASLNS ASTM E 1300. %AI N M0RAGE THE 8311856 STRESS INCREASSE HAS Ha BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SORW^THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MOT THE.RIEWIREMENTS OF THE FLORIDA BLILDM OOOL FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 18. 4.SHUTTERS ARE NOT REQUIRED, 8.INSTALLATION SCREWS,FRAME AND PANEL OORNERS TO BE SEALED WITH NARROW JOINT SEALANT. C REFOWNCES: TEST REPORTS FTL-810,FT6 M,PTL-8001,FTIA014,FTL-8018,FM-W7,FT1.-8022,F74�80!8,M-9444,FTL4O?•B,PTL$d•!S,FR 21,FTL-F 8 AND PTL`8018,DATED B/71�. ELCO TEXTRON NOA:07-0428.01,OS4D28AS,ANSUAFB,PA NM21108 FOR WOOD CONSTRUCTIONAND ADM2008 ALUMINUM DESIGN MANUAL. a T.THIS HIS PRODUCT HAS BEEN DESIG LED&TESTED TO COMPLY WITH THE 11MIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), 8.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER PLORiDA BUILDING CODE,AS A PPUG AML S.CoNpoJMTIONSI SEE OF TABLES(OWNS 7-0)AND CONFIGURATION ILLUSTRATIONS(SHEETS 241 A.D.L.O.WIDTH m PANEL WIDTH-r S.O.L.C.FIGHT a,PANEL HEIGHT-LW IOfITsS RPR7 M TO ANCHORAGE DIRMAILS ON SHTS,18.11 1.FOR CONCRETE APPLICATIONS IN MIAMI-DATE COUNTY,USE ONLY MIA OVADE COUNTY APPROVED ELCO 1/4"OR 8Mr ULTRACON(FORMBRI.Y TAPCON)CONCRETE q 0aw"vow BOREM OR 114"ELCO S84 CRETE+UK SEE TABLE ON THIS SHEET FOR 9MBEOMSNT,EDGE DISTANCE AND SUBSTRATE REQUREMEM e► *!dm t FOR WOOD APPLICATIONS USE 1812 STEEL SCREWS M 1/4"EL0004 CRETLE•F'LEX MAY BE USED 1NSTBAb OF812 SOREWB(PAN HEAD) S.WOOD SUCK DEPICTED AS 1xARE(LESS THAN I Wr THICK 1x WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED OI ECTLYTO SOLED CONCRCM WOOD BUCKS DEPICTED AS 2KARE II IArTHICKOR GREATER. 1XANO 2X BUCKS WHIN U8E0)$HALL BE DESIGNED TO PROPEMYTRAMPER L OAOI9 TO THE STRUCTURE. BUCK DESIGNAND INSTALLATION 19 THE RESPONSIBLOY OF THE ENGINEER ORAROHITECD OF RBCAIO. 4.FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE AMtNINUM STRENGTH OF SON-TBAND A MINIMUM OF U8"THICK THE ALUMINUM STRUCTURAL MEMBER SW11.I.BE OPA SIZE TO PROVIDE PULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAIL'S USING 29WOOD BUCKS.THE ANCHORS SMALL SE 812 SHE&','METAL SCREWS WITH FULL THREAD ENGAtGEMBNT BN'M THEALUMIBJM. IF THESE CRITERIA ALE MET,THE FULL ONION PRESSURES USING ANCHORAGE REQUIREMENT'S SHOWN IN TABLE81.%SM.7•9.FOR ANCHORTYPE 4 ARE ACCEPTABt E. B.IF SU I3 TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHNNK NON-METALLIO GROIIT.94�PSi MIN.,(CONES OTHERS) (MAX.1/4"SHIM SPAS FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILLTHAT IS NOT TIGHTTO TINE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE 19 WOOD,38 FELT PAPER OR MASTIO IS FIEWRED BETWEEN THE GROUTAND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Cormroes8taeeath qutroroetlls "�itaeea�>m4 ^�a Ib uabdOtall ICS d U4" 970D09I AUIM D%ibgmWmn owls la�.maanedoxat oamaeaormt t1�uNresoe ora�dora:i telko2ens2t298R1.2and rrMO' �0 t40Ba2,a1+1HI. Hwomim:hms" lw �� NP 1 ere 2 u2 1 N9 121M 1 m4 2 la mt8" 1 1 1 N1 1 6►t8 1 ma 2 N2 Mae emb4ftx04 N 1 SM 8 118 1 W 4 tat t� CefleltleM t111l11/ ® O� vs b, ylaohor 6d� I me ao Dews eat a. m %INN, GBJNSe�;P Oexwa{a atndad a NIM2tdtalt '•.I< Tom ols rein amia aBm ad alm 13ab AEm ee larx tdm 2d 1Bn�xb tam x 9 Ft; No•8 ' maauaneaon lw 1 2u a N2 1 me Mfg 1 m4 2112 184 1 Na t T88tAPB[M397R8WOlil� t slapQflbNkx1180 1!4" 1 W4 a 912 twat 1 mo 2 112 AS1G=439191 °a �~'�'gV,t� lNri kit m t:1.1ea1 ,0�;a e n n 40J4t/4t moMOCaD (WAIVE �otlxuu2lacoort�daa C1�N(ERALIVQTw '��• ....10?''t'C ROOM NOWWASM 6ti�r - PjjE8ma#gWM8GD.LwPR R4 aAmpm ALTS 1 a 23 P01000Y 0 0.l P.E.912 m P.B. M FkFfFI SFr�� ��;►�t`F per<<<r err �[r L,► ��► ia► r;:� �:;a. i:a CC> Az- SCI iC:► `�' [1 ,4=:1 =-. _ /;\ l:i Iil► fl'i► Cif 4Er `G P' iCr St.y �f n at1► 111► L_i L'i n SE;+ �Gtir Tn ,Shy rf► tr �;Cr �Lir �iL<T�F7 LF�1 SFr `i Kr Sk-T tt:r'4Kf i>w r► �Fr�Fr �FrEF� ��rv�r MIii�11_" 'G7�6r cl:l Ii':1 �iT:-.l `4Gr'`Gwf vMi �C~f `4FY 4(-r 4L7 L�1�4� L�]l5]► SCF[Lr �.r:, •'. 3�•, �cCr�Cr L ;� iii► 411ri _ - FL!tiL! `4Cr�6f_ CT;i 4'\+iYi Li�li► �t � n , cC7K'I til-�FLr 4LY - SGY«:rhtiFr t 1 • ♦ • i • ♦♦ ♦♦♦ iac�L:a �=.L:a. .=.tea Fkl N'<y NF 4(J[gr Fkr FE7 ♦♦ LE►L:11Yf •_ _ • • 1 • �kr tii;r��F ♦�♦ •• •` •' • tt♦ • • tt •' ttt • • tt •• • C • • ♦♦ • M!•T••f •' PC INV i tyt L _LL` 1 C► • SEE D.P.TABLE, SHTS.7-9 _Av------ SEE DP TABLE SHTS. 7-9 ws 4XXX0, XXXXC), ©XXXX, XXXXX, XKXXXP SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P.TABLE, poi SHTS.7-9 DP TABLE del I tl t I 1 � SEE SHTS. 7-9 Mm 0)CXXX4, XXXXXO, OXXXXX, XXXXXX. v- ``� vV !�► �<<''�,` ` use'''� ` s P .*; .,* No.ss APPROVED CONFIGURATIONS — �':, • it tmom now motiri nroarranrc rr ► QUALIFIEDCONRGURA77ONS Atn p.,..•'��; n 3ER/ES770ALL+A�SOQ-LlVli ��'�sS/ONAL��`• FR 9d�4 r#0. A 8l�TYD 8 a 23 P07�2 C P.EA�706 APPROVED CONFIGURATIONS: SEE D.P.TABLE, SHTS.7-8 SEE TABLE % % SHTS. 7-9 oxxxxxo, =w"o, o==cx, xxxxxxxp SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P.TABLE, SHTS.7-9 SEE Ti 13LE SHTS. O)\ 1/1/=/ti/� , was fUifHf NOCHAftOETlf�6tlE@7' awot atwaoYOmve U&IF1EDCONFIGURA770 ............ ► .''��`�• mar �ue� n a8rema ao�aa ae NapK SERIES tUM.SQD-tMl , �i�S �" am mom I'l soorro MS 4 a 29 PCd7�02 o pu 202 811rtl&tLAS89 204 s11rM sutra r3g" shr Ha 74 711r NOM. 7118"NOM. 82 82 M. 311 4"NOM,8o $o 54 54 7/18"LAMINATED©LASS TYPES G3 7118"LAMINATED GLASS TYPE8 t�4 203 14'1%®LAn 205 watmQldm k 74, eta*tMca 74 8/98"NOM. 811r NOM. 82 82 39"NOIL 3!4"NOM. GLAW t 81 srm 81 ette 54 54 tutN 9118"LAMINATED GLASS TYPES 03A 9118"LAMINATED GLASS TYPES CIA `�o�•t 1•'�k 4t/�<�r'. *; NO NOW g870b . 1H4 NOQ►btNtl8THA9amw LAZZWMAILS '�,0' .�pP; "I awtaw " SERIES 77o6WMINUM SID-uw1 '' SSf��o��N��}.�;ol P.Q fLf A LYNN tAL1 P8. 8GbP70 NM 6 a 23 PQ700D2 Q P6988lOe 9XTOFHOR 21Q , 212 S1IPHSoLASS .� (B000 sm SV AiR VAACIE rl W aRVIA:ICS A9S r.4 aH3"TtaLm 3/18"T OLA,9a i"NOMq1JOI.LAMINATEDIATIVESM) 1"NOM. 83 MASS 79 79 TRUSM DUR nWSEAL DURASEAL SPACER 55 1"LAMINATED I.Q.TYPES Q6 .10 211 SHOPHOO©LAMS 213 arwmGLAN .M Mme.MAW AfIrANa A 74 BHO"�ACS 74 114"1GLAN 1t4"T_QLAN 1"NOM 1"NOM. 83 83 w"Nom. 3940 NOM. MAN mme 78 79 orm luur,r TRUSEAL DURASM SPACER MWAL M ASM SPA( t .{ V LAMINATED I.Q.TYPES GSA 65 V LAMINATED I.O.TYPES Q8A 55 `.,��'�°.� "$. • �•Ar; }40.88705 •.•k a• yea II �' +�rrnr roonner rora�rm�ve QLAZINQ DETAILS ',oc •.. r n SMES770ALUAd"SQD-LMI ''�ai�Dlddf At oP%% 80D770 NT5 B a?3 FgOTI 6 p9ja B NMI ONION PRNS-UREWO R DAp DLO WIDTH NOM.PANEL MOTH-7" DLO HEIGHT®NOM.PANEL HEIGHT-8.2$" s H$Ao&euu.(T�.9)m4r mom eRtmw&comaRASMOAL OL19T10t FLUB M MIMTEAN t MY,FOR F9►WdL N&e, ti.lAtJUFANO{ORQi1',aPH00KANGiORtYfY. � Ai WWT PM Am 08.7118'LAMNATI3 GLWS•(8/18"H.B.I W B 13M8'H.S.) 1)4!4'SM lA IMCON(F0R►MY TAPOON WA•Nib'L4AU19117W QLAW•(lW He.1 PVB 1110 HA) 2) 4W 8S4 CFrzl bRM Q8.7M8°U►M9U11H1 LG U•(8118'Tt1 IABtt 9118"H&l P/B 18118'N S I 9)'8/18'tR.TRACON t48A»7/18'LAMN471+0LOU•(114'7ttN!iputi9118PLefFVB18M8'H8.) 4)'t812B7p9.6CNN(08) • ANOIO Q9NME0l&20N*W1. UNITHEISHY OF 119 NOM PANEL FRNA QT,pNDARt1A&T AQ& - WIDTH SIDE a , ' v iv v a , a 101MMARD IM +80 40.0 + 400 +80 40.0 +8p •80A 81 I Has +4 04+1104+2 0441 C4+1 +2 04+1 C4+1 C4+2 04+1 04+110449 24 40 10 10 to 10 1Q 10 10 10 10 10 40 $ •HOOK $ B $ $ 8 $ $ $ $ $ 11 Mai• +00 •800 +00 40.0 +80 40.0 +80 •8010 H&8 041 C4+1 04+2 C4+1 04+ C4+2 04+1 04+ 04+2 04+1 141 fA+2 �+ 19 80 10 10 10 10 90 10 1 10 1 10 �UTBTDECORNPsR $ 8 1 8 $ $ $ 8 8 GLASSrfP •2, - +e0 -80.0 +$0 100.0 +80 •80.0 +00 90.0 H C4+1 Ck+1 C4+2 04+1 04+9 04+2 C4+1 04+2 C4+1 +1 C4+2 87 118 ��yypppp 88 10 1 0 1Q 1 10 90 10 10 i 10 IC[[+ rlri49ddi► P• IA 8 $ 8 8 8 6 $ 8 8 8 -9, , +80 -80.0 +80 90.0 +80 40.0 H&S C4+1 04+1 + 04+ +1 C4+2 04x1 C4+1 04+2 04+1 04+1104+2 42 10 10 10 10 0 10 0 10 0 10 0 10j11�i P•HCOK S 8 $ 8 6 $ 8 8 8 8 8 +80 -80.0 +80 0 +BO .0 H&S 04+1104+11 C4+2 pm 2 04+ 04+9 04+2 04+ 04+1(104+2 48 .UtMB 10 10 10 1 10 0 10 10 P-HOOK B $ !< 8 8 8 7 7 7 1.POSITIVE PRE881JRES IN TABLE ARE B1B80ON THE USE OF THEI 81/4SILL O o EXAMPLE CN SHEET'10 09IDE CORNER 2.WHEN USING THE 2112"SILL,POSITIVE WATER DP IS 40.87 POP MAX.WHEN TABLE 1 OH LENt�I!tl USING THE 4'SILL POSITIVE WATER DP IS 800 PEP MAX SILL HT.Va MS.DP SBE�U���ZATM NCHANSED�. SEE TA1�E 1A.EItiHTB ARE TEOfE4 FOR WATM INFtLTRAIM � +�wm-IS NOT AND MUST CNLY H�i1' LCBID I BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE .��- DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED FLUSH 1.112" WA ON O 111111 WHEN THE DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE HEIGHT LYNN»1!!u,!i�i FLORIDA BUILDING CODE(SEE ADJACENT DMRAMk LOW 2-1J2° +48.87 P. EQUAL TaD 1 •���0�.• '`gyp �i, THIS CONDMON 18 NOT RATED FOR WATER INFO.TRATION. MAD 8.114° *�.o OR GREATER �� ;• s '•,.de'� 4.SEE SHEETS 10 THROUGH 1$FOR ANCHORAGE SPACING AND EMBEDMENT HGH 4 +60.01 *; 88708 INFORMATION. BL+E 1-3 .SEE PINE $.DOOR SINE TO COMPLY WITH FBC EGRESS IREQUPZJbdl'S. 10H1N7 NO c8G4NQ@TH1891rC4�T Q( � ... C�i. same 9ERlE9 770 AL(1MIM1M BCCIID-LA9l ' ss�ONA4 tN'�, At fPow A I A�flifAlNdIQSCOA tlli18 PM> ;6L3ffi/4 e®e/ A.LYI�PI�ina.�P.B. G 117$ 107 s.23 F'OTQ0o8 C PBNi i I i >HElOarlu.IHa6)1L1�41.O0K86mA>a1raOA6lRA0A401L0i7BRRLUB wnacL0.T6ANp�lL11Y.PZItRAHB.Hag. � sJAL®ANSRQW,44MANCH09 1lY. Af�MrTypax 04.7H8'LAMB 10R3)01AN•(BH6N8/00P/8116"H9J 1)4W°64Q0L1TRA0(BN(P YTAFWN •WWLAMWTFAt6AW-Jll0RAl8Vl1W K&) 8)494664at&iFbRs 06.7118"LAMT0ALdU•(8WWMIA8UWWH8./60Pl0MrH8.) 8)Ims"IJL mcm OM-71WLAMMMMU.(iWIMIAIRIllifKtt$VtWirKIL) 4)'W28L0;1 ocw(t18) 1 84 go go I lux Won Pmou FROM 67 "MTN SOB . "S�AF�RgGBN01E91 a20M01�t 1. 15FM ASTRAGAL 0010 WA 40A 1 6" 60 800 04+11 C4+ CB+ !I C0+ C C4+ 1 + +1 B Q4+ +2 +1 44 0 0 9q 10 10 2 12 1 1 12 12 I 2 12 1a R ! 7OR8�CR90° 6 0 a 6 a 6 a 6 8 INSIDE a OUTBWE CORNERDEPIG170N • 00.0 A A A •60A A �.0 -00A a0 A 04+ 04♦1 8 1 04+1 B 04> 1 +1 1 + 1 Q4♦ � 0 0 0 10 1 0 0 1q 1 10 12 1 2 2 ! 8 2 it e B 8 6 8 8 8 0 6 DLO WIDTH■N0M PANEL WIDTH-T • 40A DLO HEIGHT=NOM.PANEL HEIGHT•t1 W Ha8 ! 1 1 1 1 CO + ! 00+ 04+1 •1 am 30 1 1 0 0 7 1 9 1 1 6 a B 0 0 0 6 6 a 60A 40.0 �A •8 A �A 0 $0 WA C9+9 Ca+z 1 1 +2 Cot L�+2 1 C4+1 a 1 1 +1 42 JAYS 0 /0 1 ! 1 !0 40 10 1 10 2 12 1z 12 1B 9 12 12 1 6 6 6 e 6 0 7 1 7 1 7 7 T a 8 6A1 GLASOUTYR-4, as A 4010 GGSA BOA 40.0 so A 60A 4B1A Ca+t C01 ow I Cq+2 04+ N B 1 04+1 C4♦1 ♦S W+1 06+8 1 1 B .1a�15• 48 10 10 10 10 1 10 10 9 I 1 10 W IM 12 12 1 19 1 12 12 6 0 q T 7 T T 40 INA 4" 2 a 04+ 04+2 6 4 o e q 1 1 10 1 1 10 PANELS OVER 48"MOB NOTAVAtLABLE OM98"HWH ►a C4+ a 04+2109+2 C4+ + +a 0 0 0 0 10 1 1 0 10 10 10 9 1.POSM*J9 PRESSURES IN TABLE ARE BASED ON THE USE OF THE 8114"SILL f o EXAMPLE ON SHEET 10 2 WHEN USING THE 21P1"BILL,POSITIVE DP 18 48.87 PSF MAX WHEN USIA THE THE 4'BILL POSITIVE DP 0 SU MAX (NEGATPA PUBSURES WNOHANGM 80 TABLE 2A. TABLE 2A OH LENGTH 3.2 IV,3114"AND 4"BILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE SILL HT.VS POIL OP ONRHANG 11JB SILL 18 NA AND MUSE ONLY R8R (+) o �US�1 WHERE WATBRRES�TANCE IB NOT INQUIRED. POBfiNE DEa1GN PRE88UF�8 SHOWN IN TABLE 2 MAY BE USED NEW LDAO ON 11111)ll WHEN THE DOOR 18 PROTECTED BY AN OVERHANG COMPLYING WITH THE FL018DA Rm-/-1 WA HEIGHT � ,�1 ``O� A v BINWMGOM(SEE AWMENTDIAGRAMN LOIro-2.1 +4&89 RBA d •.........t:N98�•'., �i THIS CONDITION 8 NOT RATED FOR WATER INFILTRATION. AGD-B-V4 +fD 01 OR GREATER �.` ,. VG •, 4 SHEETS THROUGH 18 ANCHORAGE SPACING AND taL18EDMEM VW.4" +�.0 F Ll �>k No•gFf708 •'S rN07tIB1-a SEE NOTE 3 - 8.DOOR an TO COMPLY WITH PEG EGRESS RELIUIREMMM, � e p !1 not rraor Tr�BSr 7 DPAIVDM HMOE 2'•` mwmr low 1Waf00l0J4100YOd:lL+B �i� '' ?Lt 0-% 4Mr�e a » mma 'SERIES TlOAi UA91AlCJ�9 3aD-iMl _. l'a�'ve'>n�i' N a sonata NT9 8 a 23 PGT0002 Q P.6,4f8670B D N- *MD&SU(M&0)WTER{MMSTRAIA}0'&C0WffiAOTRAt4ALCLU9 MAAWf ATEANdMO Y.FL01HANLH&0, �, 81 >.IA14SAf 0i1Y.>RHCDKANOHOROW. A 'Typaa: G4.7M8"LAMNAMMAS8-(3I18'H&I00P/BMW iL&) 1)414"ELOD L4,7RAWN(FOMMY T/IPWM G4A-Will°LAMNAT®OUt08-(114"H.S./�196P H&) 2)'114"004 OMSFLOC 08.7M8"LAMNATOLQU-(3M8"TW/AIR/3M8"R&ISV13M8"H.&) 3) %MVULTRAWN QM-7M8'IAA4UTAT�LO,IL-(114"TEV.IAIR/3M(rK&1SOP/3M8"FL&) 4) V120T�'1.WW(QfQ 2 "tifANM*VMN07W l&9 ON 8HW&1 9. N NOR PANEL FRAME DUTY WOTH SID@ iS a Li g ,y �, r M �, � � � M � 81 •4, , 90,0 •80A 80,0 -80.0 0.0 -90A CS+2 C8+2 t2 CB+a 08+ 08+2 08 +2 08+2 08+2 +2 08+2 Ne 24 JAMS 0 10 b 10 90 90 tb 10 0 10 10 10 DLO WIDTH■NOM.PANEL WIDTH-7" P• COX 8 8 8 8 8 $ 8 8 8 8 8 118 DLO HEIGHT=NOM.PANEL HEIGHT-8.28" •4, $0 •80.0 9►0A -80. .0 •80.0 &S 2 C8+2 08+2 C8+2 08+2 0812 C$+a 08+2 C8+2 00+2 �,0°OlJiURiD@ CQRl11ER 80 ,IAMB 10 1 10 10 10 10 1 10 10 10 10 10 $ P-HOOK 8 8 8 8 9 7 7 7 118 • , 80.0 .•80.0 80,0 -80.0 804 •804 80A •90A lim H&9 C$+2 C8+2 00+2 C8+2 091+a 06+2 C8+2 06+2 08+2 00+2 2 C8+2 a..br 38 10 10 10 10 10 10 1D 10 10 10 10 10 1»Ub1 •�y P•HQ01C 8 8 7 7 7 7 B B $ 1p4�br4w8rw - , , 0.0 -904 go.0 • .D $04 -80.0 004 •90.0 J� „��,, H&9 D8+2 2 C8+2 0$+2 O9�+a Q$+2 O$+2 0$+2 Ca+2 C8+2 08+2 42 10 90 10 10 !0 10 10 10 1 10 10 10 920 7 7 7 7 7 8 0 8 8 8 8 • , A .0 00.0 -90A 80.0 804 .90.0 H C6►2 08+2 08+2 08+2 CB+a CB+a +2 +2 +2 C8+ 48 1 0 10 1D 10 10 10 10 10 10 10 �°INSIDE CORNER 8 $ 8 8 $ 8 0 10 0 1.P081TN@ fH2E89i IRE8 OJ TABLE ARE BASED ON THE USE OFTHE4"$ILL, &WHEN DING TH62 U2"SILL,POSITIVE OP E 48.$7 POP MAX.AND WITH THE 31/4" _ SILL,POSMV6 PRESSURE$IS I0A PSF MAX �E 3A OH LENGTH (NEGATIVE PRESSURES UNMMNSEOO SEE TANS 3A SILL 3.21f�,8114",AND 4"$ILL HEIt M ARE TE93TEL1 FOR WATER INFILTRATION BILL RSE (+)D)a�Gbt m WHEREAS THIS I IW BILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 19 NOT REQ U1RED. POSITLYE DESIGN H6GHT LOAD PRESSURES SHOWN INTABL63 MAYBE USM 1�L i t t t t/ WHEN THS DOOR 19 PROTOCTED BY AN OVERHANG COMPLYM VFM THE R- •1.1/2° WA H81� `�� �(����� FLORIDA BUILD=CODE SEE ADJACENT DIAL LOW-a•1/� +4&87 PSF EQUAL TO 1 ��`.(. @N86'''. ��� THIS CONDITION 19 NOT RATED FOR WATER TI01L Mid-3.1h4" +80.0 OR GREATER ..` :'' �G 4.SEE SH6EsTS 10 THROUGH 1$FORANCHORAGE SPACING AND DOWMENT ?*? p�,89r/OS •INFORMATION. Im-4" +00.0PV _ } 8.imOR 912E TO COMPLY WI71!FBC EGRESS REQUIREMENTS. S13i NOT6111-$ SEE NOTE$ s a a ! /L 0/ff/ff NOt411WGt87FU8 T iWdTl F/NOROg1't88Y6 ANDA lGHORWE i�/i0 ,FLONICP 'G';�`�• r PCS 9F.RlES 770AtUM1NUM 39?D-tA91 �''ll,`100NA4 ��� aw 1tlt m A PffitMAAA®06NDttf P.� 9�9 0 IY Pi 981'4 BEiD!10 IV�i 9 d 20 C A L P.B, ANCNQRAQE REQUIREMENTSS NQ� 1.APPROMANCHOR TYPe'. 1)1/4"E=ULTRACON(FORMERLY TAPCON) 3!4°EL00 884 CRLREF8 3)811W ULTRACON 4)112 VOGL SCREW(00) 2.A t 8HTB T•1h I WAD&SILL»»»»..,.»8"MAX FROM FRAME tTORN @R8.USE SPECIFIED OLDSTER FROM APPROPRIATE TABLES,SM 7.8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECFIEO QUANTITY OF ADDITIONAL IdTORMEDATE ANCHORS PER PANEL CE 8°FROM CORNER ANCHOR$CAN BE INCLUDED ADDITIONAL ANCHOR S 24"MAX 0.0. SEE EXAMPLE ANCHORAGE PLANS WLOW AND EXAMPLE CLUSTERS AT ASTRAGAIL,INTERLOCK&80•COMMON SHT.11.12. JAMBS&PMOOft.84 MAX FROM BOTTOM AND 21°MAX.O.C.UTILIZING ANC14OR QUANTITIES FROM APPROPRIATE TABLES_SHTS.?~&SEE P-HOOK ANCHOR DETAILS ON OHM"14-18. -�-fA;C HORS PER PANEL":RE r MAX INTERL ASTRAGAL 4 H088 AT THE FAO AND 80.E -—- -—3 OHI TI HRLI�tE 8EH CL DE1;,8HT.11 CENTERLINE - 8 MAX 1 BETWEEN CLUSTERS OR THOSE ~"^• 1 8°MAX TYP. BETWEEN A CLUSTER AND A I FRAME JAMB OR P-HOOX Z04" 4.081 1 1 PRIM- MAX M 3,6" EXAMPLE OXX ANCCHORAt3E PLAN: CA±2140AD 3.r BIU ANCHORAGE to PANEL a.TiPACK[�xAMPLR SHOW m 843 ANCHORS T,Q SAL I TYP' I(3)PANEL, 48N x 98N DOOR FROM TABLE 1,BHT.7,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE FXM_OR OW&CORNERS®03 WMS TOTAL AT WAD AhQ AT 80.E wrm CLUSTER SEECLUSTER 9 q4 q4 f 04 1 DETAILS.GMT.11 � " " N N N K N N 8• N N N x N M}AX.�i •10°MAX N a 1 � M�tRCl� 3 MAX AN) xaq" _ibL •t'�{ S�BELOW"�• x o P N 21. al Tam PPRJAB� ♦ ANCHORS O.C, a MAX M P4MK N (SHE,SHEET' 14 l� ♦o P.HOOK j 18 FOR ANCHOtIB I • CLUSTER 244 T ♦• ANCHORS N N O.O. MAX 4 SPACING O.O. � • 3 MAX • 10"MAX 8°MAX x x 8"MAX x x x x 244 MAX O.C. 3.8"I'YP. 8"MAX,TYP. L 80°CORNER EXAMPLE OX-90°OUTSIDE CORNER XO CORNER ANCHORAGE PLAN: (4)PANEL, 80"x 98N DOOR FROM TABLE 2,SHT.8,ANCHOR TYPE 1&2 IN CONCRETE SUBSTRATE SEE CLUSTER MTAOA 8°MAX 11, KrERLOCK CENTERLINE SHT.11 MIN. 318" 2O.C. `it, Wo g870S EXTERIOR SEE CLUSTER DETAILS,BRfT.12 � SEE DETAILS S&T ON SHEET 14&DETAILS 1 t n�L rate. QI, ��i1 II i191 1MDQlTtflSeFlHti PANS Q'. :' . ANCHORAGE SPACIW©& I.E . ,(� atO�V.. ow I tvraw w Rrieaoaaaaeure ,pB�C SERIES T70ALtlA�I/NUMSQD-LM/ ° alvNanGtt�h 8Nb7J0 NTS 1 10 a 23 P07WO 0 P.BA IOWA WAM Ewa NOMMUMML .a. t ' r=r . r �Y 1 i�!li.�:�ll.:.:.:�.....,..�iW�J^,.•1•'..i .�,7��?i. :._ n.:,t...1_ � �...�5!.!!.• .:.:�.l.ti.:�•�_ f11�a i!. !�_.i. , I t;.: �iL:.:._, L�;... •�� t;�:..�iL:,� fetir:+._1 �.: ;.J1;.;,�• .,XiW;�•�� 11 J. - ENSIONSSHOWN `�� $--•-�•• Ate BAMM ON MINIMUM 4 AUX)M,ALL DIMENSIONS 2.04 SHOWN ARE IN INCHES. as" WA Me � J - 2.04 �J/ - AC(G BO°IN${pE COEiNSR SHOj� �TRAGK.90°CUTSIDS CORNS 91AI us opp-m}i ANQ4M CLU34f)R-C4 FORM CO AM C-0 ---.....-... --- - --- --- 1 2.04 �� i 8.889 � 2.04 M, Uk r,. - ERBHOWN A A~of"..tuning i-no �titi�rrrl -T1iAt 90°INB CORNF,1 >`111NILARiof ITS 4 S .�`%"4 ANCHM CLUB� ALL9-TRAC A'A TRACin ` � AT ,q, �J a�•' '• Ac�� �raorc AAfCh10R4QE EXAA+IPLE CUk9TER3 '�� '• �' Sao J.J, 4QH!!ft NVDCHAhrceT87Hl88F!@87' 'i�eC•�t�.FC�OP:������ a a FL SERIES M ALUMMIUM SQD-LM! BttlQ 9/!lBAti A P�ta3A�IQ�aQaa P.� ,F19 �' /LLYPWMIU�6P.B I LC� = A" 48 ago P@T�D2 C PeN897R8 21/18"O,C• WOOD BUCK TYP.,SEE ANCHOR NOTE 3,SHT.1 SEL CHART.8HT.1 NORM SEE CHART,SHT.1 O.O. 21118"O.C.TYP E.D.TYP. V MIN, 21/1640. TYP• E.D.TYP. .. if {.. •.Jij:v'•y} +i'w,��rr. ,•..�, { v i•�•f a., t�r • r A•'•'1 mm L 9318"MIN, 1318,MIN. 1i•1•i.!�ii� %"fi M�" '�':.'n,t�'' $CHART 1 jj 41"r°. 't;� pi o:�+� r °ati MAX MAX 114" $HIM SHIM MAX MAX WOOD ANCHOR TYP.,BEE ANChICBi NOTE 2.BHT.4 SHIM SHIM DET 2-� H ANCHOR ,SEE ANCHOR NOTE 1,SHT.1 CHART 1 ^ OETAI!-C.2•TRACK FRAME HEAR 1�ETAIL D.3•TRACIS FRAkIIE HEAD WOOD ANCHOR TYP.,SEE ANCHOR NOL124.8"H .1 2 x WOOD BUCK TYP., — �'IwBTALLATTON �� I� �ANCHOR BEE ANCH.NOT'E 3, X WOOD BM TYP., NOTE 8 BHT.1 �•1 21118"O.C.,TYR. BEE ANCHOR NOTE 3,8HT.1 (114°MAX.) SEEANCHOR SEE ANCHOR NOTE 8 SHT.1 NOTE 8 SHT,1 ('u4"MAX) (114°MAX) CRETE €ffiG 1318"MIN. 21/18" 1 N MO r am-,MIN ��•�<�+'i "r r''' t.. ;N..2 IAERT O.a TYP. 16r,y� .{ IYP- 2x fA1L 6.2-TRACKF MWQDQ BUCK 21118" E D, BEE CHART,8HT.1 Wa.OQ jNBTA444� SEE ANCHOR O.C..TYP. TYP. DETAIL O 2 TRPGK FFL°�=StLL �w iM Mk►Ur NOTE 3.SITY.1 Rum I--law,MWE Su LATI-M ILI E ANCHOR ANCHOR HT.I N SEE ANCHOR WE ANa110R NOTE 1,SHT 1 21/18°C.O..TYF. 1E.D N NOTE 8 SHT.1 (1/41 p ,1 NCRETE TYM SEE CHART i#�"t.:?r� ''iy••M C.a•�i�, ji"'t!(qd: BHT.1 wOao aHO1 NaHOrE 2,811x.1 O.C.1 1 P M CHART.SHT.1 a AIL 3-TRA��� CONCRETE CQUORM E M=_AUA 8N, BEE NOTE 3.SHT.i WOOD ANCHOR TYP., BEE CHART,SHT,1 SEE ANCHOR NOTE 2. WM ANCHOR SHT.1 �. t ;..•a, .;!. ,is '•.��.}•Ir NOTE 8.BHT.1 :A" t.«�• }N �;, 81�ti !;;f p +i 7`Grp SEE 14T. (114"MAX 13/8"MIN, '♦♦♦`.�p................ i i 21/18°O.C.,TYP. �s 21/18"O.C..TYP. 1"MIN �OC�NBf' CONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,8H7 1 DETAB-K.4-TRACK FRAME Su_ TYP. * �+ DETAIL Mm M ME_12 WOOD INSTALLATION - (� QCTALI,�T,ON !}}� OF Qflil!} wCHANQ87708ldWT DETAILS � P• .�♦ �ozr�va AAICHORAQE yQ•s�;•.fitot�,�,�, a e8 SERIES 770 ALUMINUM SW-LMI ";"q`S'/O�yN�'{�A��" �i`'� Ben lovam A vaa t oo omm p� A.L10 m¢cerytppL IMerl t�ATJH ffm 13 .123 PCB =C t+" amw i CONCRETE ANCHOR TYP.,SEE NOTE 1,SHT.1 ONCRE7 E SHT.1 211180 d.d.,TYP, 1/4"MAX SHIM—►� 114"MAX SHIM 2p WE ANCHOR NOTE 8,$14T,1 SEE CHART DTs $►► SEE CHART (114'MAX) BFfT,1 I A+;'�r SEE CHART it a SHT•1 j SHT.1 CONORM it •y« ••.'.'.• !1,, f fit.,.°; i�•+t i '1ltb Iy M `a. .�•� ANOH�i t e!'•H,�'., 21!18" 4.051" IN. �,•-3,+: a. '•;•� c;r: }►.° ^r .' 21118 ;.�1t+., IYI'nBHE a•;� O.G.,TYP. r oC: �r 4'%1�''°.,. ' ,:':• {:'r.e'� ' Y=',t•' +. D.C.,TYP. ;�': ANCHOR ,' ", 8EE CHART,SWT 1 ;e NOTE 1, ,'�x 30 lu � � �r•. 8FR,1 G ANCHOR ��' ,444• 1 o'MIN. 1"MIN. Typ"SEE M'�':i RY ANCHOR 1140 MAX SHIM 1W MAX.SHIM �j� 1 NOTE 1. __L ONT. W= VVOOp 1' :;:+�$r @EE4HART @HT.1 ANCHOR ANCHOR MIN. �,n;; 1/4"MAX SHIM ANCHOR ANCHOR 21H8' ANCHOR 9:�%!L SEECHART NOTE$ NOTB 2, y�° SHT.1 ENT.1 STE 2. O.Q,TYP. TYP"SEE 2X VWC 1 of MIN. tl CHOR SEE 1/4 MAX MIAX SHIM i NOTE HT l f;f SEE DTs _�� SHi.1 'L�a;r O.C,MTYP. ANCHOR " 1 •r�:. N018 9, ReTAV11000�F�90S 1 MR r•}y; :2=7* ro" 21M8" SNT.1 IN a c ;n•:v 0,0.,TYP. °.+. WOOD ANCHOR 2X W0?D OUOK TYP"SEE SEE ANCHOR , u a. NIiY ANCHOR � NOTB 3.SHT.1 NOTE$, oo FRAMING O C TYP. ��!M W)(TAQRLU AM E M W JAI 1� SEE CHART,SH7'.1 P4400K MOUM ING ADA4ITOARN1' f MIN. P44OOK MOUNTING ADAPTOR ANCHORS LOCATED PAN ANCHORS UK-ATM M!"PAN INSTALLATION Q.9•TRACK EJAMB $d.S�a' •�iS .«; ��TIONANCHORS �--_— Imp Q1fALLATION �!S•'y� e;:fit x, /MASONRY �"'S '.° °r!' •' + (GROUTED BLOCK ONLY) 1914•MIN. +" 't y, •ti •'�+a•SEE CHART, 1 $10 WOOD ANCHOR ANCHOR QTY.FROM SABLES � AN OR Q.PROM TABLES J�0 �'NS 14,SHTS.74 PERTAINTO 14 SHTS.7.9 PERTAIN TO `���,:''J� & '•':*�: �L THIS ANCHOR LOCATION, 2.889°MIN THIS ANCHOR L�' ' DETAIL S.P H�1{ �'I•pJt,T.P,HDOK � s iNOOp INSTALLATION CONCRETE INSTALLATION •a t p B 11 mmw nQHt/itCHAN0Llfttl881iE6T t naoP0�8aere ,•�'O'�s• QDP�1C9�`• AMPMADAGE DET.4 �� „� SSWS770ALUMUM8G3v-uvu '��,s►oN�4,,,�, sm 9vim A PVlffi N1AW$ tlB NQ 4BiPLS�7R AL> P.B. 6r8W/o A?S 14 *23 Pa Tow B P8@88�6 I I WOOD FRAMING P•H�K MOUNTING ADAPTOR SEE CHART,On I NCRETE I MASONRY 18l8"MIN, (GROUTED BLOCK ONLY) P•400K MOUNTING ANCHORS DATED MID-SPAN ADAPTORANCHORS BETWEEN P»HOOK � '� a►r�44ti� k LO�C�AT�/ED MID•BPAN INSTALLATION ANCHORS te uy°'«t,a BETWEENP•HOCK N� . '•ibJ! ��M.1 MtA 4i INSTALLATION ANCHORS •• --•� 5�.3 i d�°7'e� •i;+,I ti 14 dt9:A n! ,S SEE CHART, IN MIN. 1314°MIN. S1iT.1 WOOD ANCHOR SEE ANC NOTE 2,BHT.1, SEOTY.FROM TABLES ANCHOi_jr QTY.IRON)TABLES 1.3,SM.7.9 PERTAIN TO 1.3,BHT$.7.9 PERTAIN TO TH18 ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.893"MIN. 18936 MIN. C OR O . R ETAL MMP-H �P-QR BOX NCR ALLTN M=- -D INSTALLATKM Mumma #loX1.w" _� OETAI.'V',SHT.18, .0 t i5l ANC!ORA99 DETAILS W MNEL CORNER S _,._... •C__ _®m ••• 9 I)ETAIL r r PANEL PANEL PANEL PANEL 'TyAE a ' P Qv ° 'A8' T� S AI.'W',BHT.19, ANCHORAGE DETAILS V PH 00(OPTIONAL) 8.'P',BHT.14 SEE NOTE 3'8F1 DETAIL'BI3',SHT.19 DETAL IM,GMT.20 DLO WIDTH NOM.PANEL WIDTH-7" DETAIL V.SHT.18, DLO HEIGHT eNOM.PANEL HOW-8.28" ANOHORAGE DETAILS V 6.V.SHT.13(2 Jti�y 4 .�'''i CORNER XX TRACK INSIDE 9d°CORNER) !I FRAME CORNER ��� ,..mss$•.,, "SEE APRLICASLE A811iACIAI.a INTERLOCK PER DP TABLES DETAIL Ho 8MMA SECTION WVff NooHAtY0Efl 8t&E! ANCHORAGE DETAILS/QAWLEELEVATIO '-�O ' • cat�+� ' �.b vivo=49-0 Aw R.� 6w u° a rE-mmomo mom pi SERIESMALUMINUMSW-LMI r;�rn? JVT$ 18 a R3 PGTODV2 C A L P.E OBI�B DETAIL W,$HT.19� /-DETAIL 18',$FIT.19 NO M: 1.SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.PLEASE SEE DP CHART$FOR MAX PANEL " 2.OLD WIDTH N M.PANEL WIDTH•7SM.1 OLD FOR a NOM.PANEL HEIGHT 9.2600�R ANRt9?RAGB DOTAL$. �. 3.(1)LOOK(ITEMS 70&107.110)AT EACH LOCKSTILE,LOOKING INTO KEEPER(ITEM 103)AT PRAME JAMB OR DETA/'FP,8HT.19, DOTAL'EE,SHT.19, DETAIL N,SHT.18, ASTRAGAL ANCHORAGE DETAI.'N& ANCHORAGE DETAILS 7f ANCHORAGE 4.PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATION$PER UP TABLES. P,SHT.14 &'P,SHT.14 DETAILS'A' DOTAL V,SHT,18, &'C,�BH1:18 ANCHORAGE DETAILS'A' t ...... .. pea+eaa....sK &'C'Sb1T.1a PANEL PANEL PANEL PAM A r w� `_.• `` A AI.'EE',SHT.1S,SEE TYPE TYPE TYPE TYPE PANEL ' K7ANEl -PANEL PANEL t ANCHORAGE DETAILS!N' 'R' q.' 'D' 'A' MAX TYPE TYPE TAE TYPE MAX &'P,SHT.14 DOTAL 10,ENT.19 SEE ° �' 9 t GEE TABLES NOTE TABLES ' NOTE DETAIL'JJ,BHT.20 a a waeewnea ewempl `� SM DOTAL U,Off.18,SP.E FRAME& ANCHORAGE DOTAL$V XX Q°CORNEt�•)0C 2�� OPAGE DE AIL$'E1 �43$�SK�SEO LION A A PANEL CORNER ©�( x ri &'G,SMT.13 Q T AP�HORAG&q3,$HT.8 DETAILS S5iT.18 MPLE • ili01U161'K1iYWRA DOTAL'IX3,SHT.19-� �-DETAIL W,SHT.19 DETAIL'$$',SHT.19 � ams" J 2:';.-;w.19, bETAIL'AA',SH1:19,, DBTAIL'Mtl',SHT 18, DETAIL Z,8HT.1% ANCHORAGE DETAI.S'G' ANCHORAGE DOTAL$T&T, ANCHORAGE DETAILS 1N' ANCHORAGE DETAILB'P &'R,SHT.14 SHT.14,'MM'&'NAP,S M 18 &'O,WIT;14 &'J,SHT.13 DETAIL W,SHT.1%ANCHORAGE DETAILS'$'&b',SHT.13_ PANEL PANEL PANE. PANEL TYPE TYPE TYPE TYPE PANEL PANE. PANEL PANEL 'M' 'F' 'F' TYPE TYPE TYPE TYPE MAX. r , MAX � �. I� �y OP HT.SEE / SEPARATE NOTTE TABLES 8 OP TABLES SEE APPROVAL 3 NOTE 3 r L: a x 7� x x L u►u,����,' DOTAL Y,SHT.1S, • �' --� )0=(4 TRACK BY-PASS) ANCHORAGE DETAILS W OXXXD(3 TRACK RiC3HT POCKETS DETAIL W,Off.IS, EXAMPLE $HT.13&'L',SHT.14 ��; No.68705 M� P ANt9IORAC3E IWTAILS 13 ,77 E)G4MPLEELEVATlON9 :�•Aa•. oP.'� �~' AW rtf m a v�xamwaa,e re m 8EMS 770 ALUMgVUM 8GD«LMl a'S tplyp4P • am mow M NTS 1 98 a 0 FG9i m 0 cress ML LETTER PANEL LETTER P W �� A 1.SEE OP TABLES FOR LAB kv PANEL VOM a APPLICABLE AS?RAOAL& R � m B NTT . . B T A .._.`�'.� OW L CS Comm ON= T _ LOOK"" SC , INTERIOR L�H6 QS LOt AB%= arr (ALL PANEL TYPES) SLOW TOW �'.�_ AOfbwAwl IN Q m r� % G'ii' S L AS� AS MWOM LR ^ A SA Tarr x avamm N "` Cl Comm awm A L C sume AMAU tC Cra M- B ►, AYT CF LAB F fin awm FC L mm Comm E A PP LOMB K � L RR LO wnmm u AMUM =am Oiff UAMYL LOMMOM LODXVM awm V / LOOM= AMM wr do a mwm � 1 r AVaoaravve P,ANB,TYPES .� a .;0,�:•.. RLOR%p ..0 �t� SERIES MAIUMIMUM M 'A.SSiONAL�'+`��• Iwo a r�+ssaa VAWCo na �l230�4 ZV tlLM! a LU PB �pyyp 97 -123 POTQDOZ C as SILL RISERS OPTIONS � a b 21 (ALL VERT.SECTIONS) 1e 2 4,W 48 M 82 61 s SOX SILL fum L��sue•RI R INS X ( Q„ RLSSR t�,t9H_SOX SO L FtiSHR 82 81 1 26 AEi'ALL 4 L'Bt�iEra�l 48 22 AT 48 47 0 18 X11 aA68" 2 2.885' 9888` pEIAIL'69wamy EN �s 1. ' toi, A7 SN 1 FUJSH FLAT BILL HOER L FLATML PJ-WA MtIIIIA K&T SILL lNGER �j,IOH MAT SILL RISER r1YNWQf IW,' Mkeel► 1 8 4 �y 118 8 1 8 118 8 8B 89 F=D PANEL POSED PANEL FIX !PANEL t SHOWN SHOWN SHOWN is ee no OR lea OR �, OR 11 7 11 8 71 10 111111! ej 4 A! iii ommy *t No.48706 E w oil Jt W1!/fl luoa+crxettsxser °"°�" � '•. gTpcEO �$�: taro rcwve VERTJC4l.SECTION DEPAJLS PLOD? MAD A veanasyseanos x� SERIES 770 ALUMINUM SGD-L.MI •,' n PA���• run swm 11610781 d 29 joaftmPSTOW2 a P8�88706 i 00 #WTAIL OR 1 1t8 to so 8 tMi81 11a Its 14 tl � .. ANDITRAI 02 91t 03 OR M 14 103 119 p 1 eAl 001a Tr PANEL) 19 1tl �, tl t �r�ar�1Mn11� q8 b��140 7' )Ay M �► 27 � 0N81 f7 SCRAMN ® ATJAMS as t1 49 91 t09 i AT MEMAN 29 DETAIL 7>1T ADD pANLIJ 0A0I 2? � ORGI go go VYNN 04 I �+ mum 1t$ 109 ` .. �� Q.�''�8N0@ ••*rr AT MIDSPAN T DCTAp.'{4t3'tFpt8I7 pANBLi 'k i two'* "ITEM 61 SHOWN,ITEM 80 ALSO APPL OAMP4 SEE TASM 1A = } a, OHM 74 FOR DP r"A88�lTM WMH STU Z a tt i j IMM=map MOM Q HORIZONTAL EC770NDET r� �ta...OC...• �. P.• Sao sty n r a+ns Rt SERIES 770ALU NUM$QD-Lag!awl �0 Pz`��, IYTS 18 29 PCiTp0D2 is Pe�8a7a0 cb=ll—v 7 113 19 10 010 lag= 103 " 14 124 =Mm= L1100 rAvam mxmm � iw.rw 81 14 913 116 11 7 113 103 119 6 DETAIL 'JJ' DETAiL 'KK' "'► (90° OUTSIDE CORNER, 2-TRACK SHOWN) (900 INSIDE CORNER, 2 TRACK SHOWN) ,��'�' �+ •••''••:� '-, �+� w Op A+lf/99 M07tU8BH9ff i'j�••'•.• ' '�.. immmil gm- faun= SECTlOM AETA U,CORNEW ern®w n t+anaeaar �t r�o SMES7MALUMIMUMSQA-LMi SiON�����``, V aamr� o MTS 83 Pt02 C a M Pe D .. 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MAT'L• l�I� {11)pL: D lOZ 11.T39" Imo) MA7'L 808$T8 �8 ( ATL:8063-TO {1 {8x)ly1AT'I.80 8 ` 3.802° 3.078° 3,879° 0.782' j 2.SQ4" 11199" 0a8" 0.078" A.238° O.Q75 1845' 1.849" 0. 0.789"A.238° x082" MM-KDREW 0-0M (om) MAT L*806$18 0�° P-HgOK MOUNTINf�ADAPTQR 0.126"" 0.281° M MAIL:Bmw MOOMRAMISM (30) MATLa 6083•T6 MAT, (SO) HO 4.129° 4 ­L MOO 4°2 61 K p -k &I =S11117 j 0.674" 0�2' ow. 0.002" 1.8° 0.188° 1.6° a� llwl� I k ' (28)MA T9 3.1 ° ,� TL 8083- 1.672° (om) 0.832° {61) HFAVY 083-T Owr 1.018 1AOr 0«83 am�ME 0.092° 0,0w ( 3.76 Moor 0.780" LAB �� 02ar MAM MOS-T8 0.082° OAW 0232° 4.098 3.908° 3mv 2.695'0.062° T 32W N0.881 ' ML Bd�61LL RISER 81L4 RISER OW MU 81LL R18ER �U¢H B 0 II,L OMJW R18ER0 (24)CO 8 T8 )M 1OM-T6 (21)MATL•PTO t18 MAIL T8 MAT'L tom!MATL-W83-TB • MATL:600$T� 7 727 Man , EXTRUSIONS '=°�•;�� , x' ur�t°°'ate ,.� %O '•............ta ° rvnrM n MMMWVAa a�`� SVVES7T4ALUMWUM8GD-LMl A4 '�• RlA 800770 IV7'8 22 a 23 pC�'($pp2 Q A.�AS P.E. UM 1.048" t.38" -.. 1.211° 1.808" r 1.883" 0.�" • 0.081" (10) 0.080° ( AT 8 ML 0.081" (t . 8.198" @emu 8.0w 8.188° r �7 9.804 Clare" T7 FFTTI 1211" y�@y O• " O.O V Q 7.1i�" 8221" 4B) (14) I'MVM wi aj 1.806° 1.38° (18)IW41"L:80H3-T8 1.211° TRACK81Ll Wl8CRH81VTRACK 138° 0.081° (e)MArL -T (81�- E 0.087" w IIt/IaM► 0.142" 449" -10( fir OJ�1" 1 1.808" 1.211° 7.1103° 0.080" 4. 0.081" 8.149" (4 9.03° -JLI 6.821" .�.._ 4" 10 1AW 0.188" 2.883" L 0.080" 4" 1111 U I{ D (120)�MINIM puT 2.828° (119) MATuecaffl-TVIV& '� A• r a 11 11 mt�9v ntoc�anroErN�sr+eel »omroxrva FXTRLaSIaNS W reOf sue„ ovr a rmr aarcmaoaaos s Pw�� SMES 770ALUMiNUM SOD-LMJ 'l�'S?ONAI- /W 86D7f0 A+TS 29 m 29 PC�70Q02 Q ALY PF �'t� ; i Values of Symbols ' EMAY 2 �3 { BoIding Yalnns ToPegrngMe FUM YBlans Symbol Value Symbol Value a 5.1 Hill Shape Flat-No Hill End Zone 10.2 K1 0.0 Kh 0.82 K2 0.0 Kz 0.85 K3 0.0 qh 54.71 Kzt 1.0 qz 56.57 µ 0.0 Z9 900.0 gamma 0.0 C1 9.5 H 0.0 •(ultimate) 175.0 Lh 0.0 • nominal) 135.6 x 0.0 I 1.0 z = 0.0 Roof Angle 18.4 Gc i 0.18 Topographic Factor GCp+(Wall-Zone 4) 0.84 Eqn.6-3(ASCE 7) GCp-(Wall-Zone 4) -0.80 Kzt—(1+ - GCp+(Wall-Zone 5) 0.72 GC p-(Wall-Zone -1.08 C (Roofs) -0.4 �� ,a R Reduction Factor 1.0 Exposure C Note: *The symbols that are not shown are included in the calculations,but due to the fact that they are not the same for each case(for multiple effective wind areas)they are not listed above. www.windloadcalc.com 5/26120133:09 PM Newlvy Residence.xls Windloadcalc.com q hGCP 4 k P 4 hip 9 harp r q i GCP 8 WIND � Z P46d t c: NORMAL i gyGC P ghwp TOE TO RIDGE , 05 �J 0 4 a a ghGCP gh",p s P BUILDING INFORMATION WALL INFORMATION WALL PRESSURES Ultimate Wind Velocity(mph) 175 Ultimate Wind Load Pressures HORIZONTA EFFECTIVE Nominal Wind Velocity(mph) 135.6 WIND LOAD FOR ZONE HEIGHT WIND AREA L DIMENSION (soft) MAXIM IM UM POSITIVE MAXIMUM NEGATIVE MAXIMUM POSITIVE MAXIMUM NEGATIVE Exposure C PRESSURE(psf) PRESSURE(psf) LOAD(pounds) LOAD(pounds) Internal Pressure Enclosed Interior Wall-Normal 4 8 69.56 556 48.1 -53.6 26,793 -29,837 Height above ground(z){ft) 9.3 Exterior Wall-Normal 5 8 10.24 82 55.7 -68.8 4,566 -5,636 Standard Wall Height-(ft) 8 Avg.Load on Wall 4&5 - - 638 519 -61.2 33,159 -39,074 Mean Roof Height(h)-(ft) 12.8 Interior Wall-Parallel 4 8 45.26 362 49.5 -55.0 17,922 -19,904 Building Width(ft) 79.8 Exterior Wall-Parallel 5 8 1 10.24 82 55.7 -68.8 4,566 -5,636 Building Length(ft) 53.5 Avg.Load on Wall 4&S - - 444 32.6 -61.9 23,362 -27,476 Roof Slope(x:12) 4 RoofArigle(degrees) IL43 Wind Your Window to Success (a)Edge Ship(ft) 5.12 End Zone(ft) 10.24 Parapet Along Roof Perhneter(ft) STRUCTURAL DESIGN 1 J � � � � } the barrier is subjected to a horizontal load of 25 psf(1197 Exception:Increases in allowable stress shall be permitted Pa),applied as specified in Section 1618.4.6.2. in accordance with ACI 530/ASCE 51 MS 402 provided 1618.5.3 Vehicle safeguard barriers shall be capable of the load reduction factor of 0.75 of combinations 4 and 6 of resisting a minimum horizontal ultimate load of 10,000 ASCE 7 Section 2.4.1 shall not be applied. pounds (44.5 kN) applied 18 inches (457 mm) above the floor at any point in the barrier system.This load need not be applied in combination with loads specified in Section SECTION 1619 1618.4.6.1 and Section 1618.4.6.2. Vehicle safeguard bar- HIGH VELOCITY HURRICANE ZONES- rier systems of metal framing,concrete or masonry may be LIVE LOAD REDUCTIONS designed by allowable stress design for a concentrated hori- 1619.1 Application. No reduction in assumed live loads set z9ntal load of 7,500 pounds(33 361 N)in lieu of the 10,000 forth in this section shall be allowed in the design of columns, pounds(44.5 kN)ultimate load specified above. walls,beams,girders and foundations,except as permitted by 1618.6 Special requirements for cable safeguard barriers. the provisions of Section 4.7 ASCE 7 with commentary. 1618.6.1 Horizontal deflection under design load shall not Exceptions: exceed 18 inches(457 mm). 1. No reduction of the assumed live loads shall be 1618.6.2 The design load shall be assumed to be resisted by allowed in the design of any slabs,joists or other sec- not more than two cables. ondary members,except as set forth herein. 1618.63 The cable system including anchors shall be pro- 2• No reduction in roof live loads shall be permitted tected against corrosion. except as set forth by Section 1616.1. 1618.6.4 Cable tension under design load shall not exceed 1619.2 Allowable live load reductions. 90 percent of the yield strength of the cable. 1619.2.1 Permissible reduction in live loads shall be as pro- 1618.6.5 The uppermost cable shall be at least 42 inches vided in Section 4.7 of ASCE 7 with commentary. (1067 mm)above the adjacent surface.Cables shall not be 1619.2.2 Limitations on live load reduction shall be as noted spaced more than 6 inches(152 mm)apart. in Section 4.7 of ASCE 7 with commentary. 1618.6.6 An installation plan prepared by the structural 1619.2.3 No reduction in live loads shall be permitted for : engineer of record shall be submitted to the building official buildings or structures of Group A assembly occupancy. for his or her approval. 1618.6.7 Installation shall be witnessed by the structural engineer of record who shall certify the following: SECTION 1620 1. That the installation has been in accordance with the HIGH-VELOCITY HURRICANE ZONES- ' approved installation plan. WIND LOADS 2. That the initial tension designated by the structural 1620.1 Buildings and structures, and every portion thereof, engineer of record has been provided in all cables. shall be designed and constructed to meet the requirements of Chapters 26 through 31 of ASCE 7. 3. That all anchors have been seated at a total load, including initial tension, equal to 85 percent of the 1620.2 Wind velocity(3-second gust)used in structural calcu- : yield strength of the cable,unless a positive locking lations shall be as follows: device is provided that does not require a tension jack Miami-Dade County for the tensioning of the barrier strand. Risk Category I Buildings and Structures: 165 mph 1618.6.8 Drawings shall indicate the initial tension, the expected increase in tension under vehicular impact and the Risk Category II Buildings and Structures: 175 mph required maximum capacity of the strand barrier system. Risk Category III and IV Buildings and Structures:186 mph 1618.7 Ornamental projections. Ornamental cantilevered Broward County projections on the exterior of buildings shall be designed for Risk Category I Buildings and Structures: 156 mph not less than 60 psf live load(2873 Pa)or 200 pounds per lineal foot(2919 N/m)applied at the outer edge,whichever is more Risk Category H Buildings and Structures: 170 mph critical. Risk Category III and IV Buildings and Structures:180 mph 1618.8 Interior wall and partitions. Permanent, full-height 1620.3 All buildings and structures shall be considered to be in interior walls and partitions shall be designed to resist a lateral Exposure Category C,unless Exposure Category D applies,as : live load not less than 5 psf(239 Pa)and if sheathed with lath defined in Section 26.7 of ASCE 7. and plaster,deflection at this load shall not exceed L/360. 1618.9 Load combination.The safety of structures shall be 1620.4 For wind force calculations,roof live loads shall not be checked using the provisions of 2.3 and 2.4 of ASCE 7 with considered to act simultaneously with the wind load. commentary.Flood Load Fa mentioned in these load combina- 1620.5 Utility sheds shall be designed for a wind load of not tions shall be in accordance with Chapter 5 of ASCE 7. less than 15 psf(718 Pa). 16.42 2010 FLORIDA BUILDING CODE—BUILDING W ndioadaalo.mn qAGcp A,*GCqhl p w 4 gip 8Ela q G B q$�p OTPO mss, �+•--L—� qL�O 4BGcp qb".p 8 S a PLAN BIJUAING INFORMATION OPENING Il(FOSMATION OPENING PRF35URES NOAINFORMATION Ultht M Wind Vdodty(mph) 176 Mute Win(Load Pressures MAXMDM NOA Appra W Xmber Mu ltremm liar NOA Mmmfaettaer ModO Number Nomfrwl WMd Veioc[ty(mpW 136.6 WIND LOAD FOB: ZONE ELE OPENING TIO(fed) WIDTH(ft) LENGTS(ft) (�� >!ggIT1VE NEGATIVE PRMURE Eapoeaso C Iat mdpremm WRIMOW 4 4,5 3.0 6.8 20 d ! 47.04 11-111013 so POT PW-701 Rd&abm Wand(z)-0 9.3 DOOR 4 0 8.0 6.9 61 9&96 -62.43 11,1018.14 90 PGT SGD-770 SWudv4 Wau ReW.(ft) 8 Mm plod Hd$M(ll)-(D) 12.8 Bedding WIM(ft) 79.8 Bdldiug L-gth(fO 36.6 R00f Slope(=12) 4 RmPAogle(degrees) 18.43 (a)Edge Step(ft) L12 Ead Zone(ft) 10.24 Windloadcatc.com Your Window to Success Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-199901 Permit Number: RC-5-13-984 Scheduled Inspection Date: September 27,2013 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: NEWBY, BENNY Work Classification: Alteration Job Address: 10525 NE 2 Court Miami Shores, FL Phone Number (305)336-0676 Parcel Number 1122310130610 Project: <NONE> Contractor: ILC DESIGN $DEVELOPMENT INC Phone: (239)253-3000 Building Department Comments DEMO KITCHEN AND 2 BATHS. NEW WINDOW AND 1 Infractio Passed Comments SLIDING DOOR INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 26,2013 For Inspections please call:(305)762-4949 Page 11 of 22 y Miami Shores Village =MAY0 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 201.0 BUILDING Permit No. PERMIT APPLICATION Master Permit No. c t _C1 el Permit Type: BUELDING ROOFING JOB ADDRESS: 105 2� We Zoo Cf. City: Miami Shores County: Miami Dade Zip:_33131 Folio/Parcel#: 11 - 7_131 - 013 ®CL 10 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): BeeariV L. PzwB4 Phone#:_305-33 to-0k3�g Address: 2 z City: K,A�M 1 S 14W-GAS State: Lo)el vp' Zip: 33138 Tenant/Lessee Name: P/a- Phone#: Email: N�p CONTRACTOR:Company Name: IL.c bcsuw 4 D16wemi�ri I o-. Pheine#: 2S9-2S3-3000 Address: 1(-)I-+ m eeibl h-o &r.. 5!E City: M Am y %"Cl+ State: 4;_0 ytq O Zip: 3313 Qualifier Name: l c'w Ali o L- 51* Phone#: 2 3 4"a 5 3 3 00 0 State Certification or Registration#: t')-6C 15 o J 15 4 Certificate of Competency#: Contact Phone#: .239 a5 3 3 ow Email Address: i I G i"4 S-a� i� dej o�i n. co,�r' DESIGNER:Architect/Engineer: 6,(�A4 MyA1,07- Phone#LlAg�[q - 9 9-9/ 09S'©00 � Value of Work for this Permit:$ ! Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONcw air/Replace ODemolition Description of Work: Dr.,o L imwr.+ AMU Z 8 Rm e- el dd S!.dok u/hw, iu - wi n6id i", oo La'-1dj, Color thru tile: aD Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ 'I OFT-46 TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) u j�► Bonding Company's Address N� r--a City State Zip Mortgage Lender's Name(if applicable) &,M-,EEL[ malgyg j. , Mortgage Lender's Address Q 4 00 0- ka fin.tri. M'i 6 tdjg� S d I Ply )do city d tom► ?-,ft to 0 State 1�,o d,►n a Zi S3 43 Q 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 proved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of s A:tf 20 L�?,by f\Z9.�,6T day of ,2X3 by' 4PMt� �C �1� who is personally known to me or who has produced who is personally known to me or who has produced Fk- As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: - ---- P fle Sign: .`� Q' , • P- •, Sign: ' Print: s 430 - Print: el; 10 A,W My Commission Expires: _ _ My Commission Expires: ' i�;s ����� - �ss 00 ������������x����������x�������� ��rrj..'`` •���c��x�x���x���������x������x���������� � �����u�:�x�x� >3� �'��itu���xx� APPROVED BY `� �✓ Plans Examiner f� �' Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) III dw long Miami shores Village `�- Building Department RLDp� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. '� COPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. °� COPY OF WORKERS COMPENSATION(EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: -.r-L C bEs aj it °pEy"ion.,Enrr 10L BUSINESS ADDRESS: 101-7- H eA I e'*?J 4vA 50- CITY 1M e�0 3�,f�t STATE I&ti P4 ZIP CODE 33135 BUSINESS PHONE: (-Z34 ) X53 30 c o FAX NUMBER(_) CELL PHONE(-Z31 ) 253 3000 QUALIFIER'S NAME: [Goo- i o IA (r QUALIFIER'S LIC NUMBER: 10-1�6 G 15 0 -�- 1 E-MAIL ADDRESS(IF APPLICABLE): /.�QC764 S*0- Ca /�CG�ui` 6a1" Created on 3119109 BY MLDV 1 RV 3126109 MLDV CITY OF W MII BEACH _ : .. -11FIC U ,;;A##�AL F- I I iL TM-1-Mi.CEfPT _. .1700 Convention Center Drive Miami Beach, Florida 33139-1819 TRADE NAME LC DESIGN&DEVELOPMENT INC RECEIPT NUMBER: RL-10005718 IN CART=OFt> Ir3idACIO LAGRASTA Beginning 10/01/2012 ADDRESS 10K7 MERIDIAN AVE,APT 5E Eicpic+es: 09/3012013 MIAMI BEACH,FL 3 139-8317 Parcel No: A penalty is Imposed for failure to keep this Buss Tax Receipt TRADE ADDRESS: 1017 MERIDIAN AVE,APT 5E exhibited conspicuously at your place of business. Code ceroftas of USON)ccupatiom A c6r4fcate.4 Use N Business Tax Recelpt issued under this actin 000619 HOME BASE BUSINESS does;not waive or supersede othm City laws,does not constitute City 013800 OFFICE(ANY OTHER NOT LISTED) approval of a.par cular business activity and does not e=use the licensee from all other laws applicable to the licensee's business. This Receipt maybe transferred: A.whin 30 days of a bonallde sale,otherwise a complete annual payment is due. B.To another location within the City if proper approvals and the Recelpt are obtained prior to the opening:of the new location. Additional Infori'nation Home based business OFFICE USE ONLY as per CMB code Sec. 142-1411. No vehicles with advertising to be padwd in front of the [property. PIo s rage or cx�omers aflw CERTIFICATE OF USE t>8� . IUD i3A ED Y. Offlioo FF Y Storage Locations 1700 CONVENTION CENTER DRIVE U.S.POSTAGE MIAMI BEACH,FL 33139-1819 .S.POSTAGE PAID MIAMI BEACH,FL PERMIT No 1525 -. ST.. ILC�DFSION 0bidbPMENT INC 1017 MERIDIAN AVE,APT 5E MIAMI BEACH,'FL 33139-8317 h�Ilmttu�rlhri�rlJuluhuUaudlhnh�ldl 1 L 'r j FLO �c �I�� �, L , f� � ,&, , 9 g�,... n 8 .'C\ ri✓�:f i,. �E a�` 11 v� y�y } ., Vr.. Oi��y v! i ka fr�DrR#�` �°`^ 5 „ ��w s �'f�e. �,� .�,r, ,• .4RY � �ia�l��a � '{� qF � � 'ti7� 11�.���a�Vr`+���i�t�'� t''V, 1 axtf, m}u+•;S is' � �„ 1s:• r Ml va`�. ,�{ j LICENSE k q 2 270123 cc X071 h; q� a t r' ,, § �1r^ti. des,ax.,g&-. 1' r 9�3 7 15. 1 t d: cTQR. ' yfr,� } } r . ec , Iev'�r 'S C � �'z �! ' ttder. tht�`,j foviaL6'no o �cha�� �n4 �i �ti ay e s MAUI 31, �, '`� � 2014 to"a7.*. �, aq�,,., � e�ia✓,< 3t� T}ki;%rs^�'°r'u"rt�4 v�.'Sa 'r y1 f v FR: 'ye, d S 2y �y�r��yJ��a/�y �p/�, r�y S'y" ,p ACRA$T iI ia�Ti�R:r+.FY RMUM La v 7 1 f fa J' r L Jf�n i ✓ z�c D8SIG1� pLi'VEZpr �rT ic, � f 1017 1MRTDAT AVM '� .rk }+S" v d4.. s't,�y.} '?��P', t I r♦ �l�( .•yn �. ;•y� {�r f y t 4 r yt�f. l s z o�.xyjz. 1 PN�.�,i ✓ �E '_�, �' '�° dy r' :ae,:,fd �¢.: s4 .:'f i",,•'�a a +"} F *�k ,tfi ON".., 7a� L�} k ei 5 Cr �,} r .a fs d n {4 �Y,..�T# •# 1 aq } s� YY ;> v +J'? _'f C ? + 1 h'ro a': �. DISP AY RS:REQUIRm�Y.LAIA/ 05-15-2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA .WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation lawn. EFFECTIVE DATE: 05/15/2012 EXPIRATION DATE 05/15/2014 PERSON: LAGRASTA IGNAZIO FEIN; 593552189 BUSINESS NAME AND ADDRESS: ILC DESIGN A DEVELOPMENT INC ! 1017 MERIDIAN AVE APT E MIAMI BEACH FL 33139 SCOPES OF BUSINESS OR TRADE 1- BUILDER 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT. Pursuant to Chapter 440 . 05114), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election ender this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), 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 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the tiling of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for isnm= of a certificate. The department shall revoke a certificate at my time for failure of the person named on the certificate to meet the requirements of this sectiea QUESTIONS? (850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 - - -- - - - ------- - - - ..... -- ..._. . _.._ -- ----- i PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT FFINANCIAL p IOWORKpRSOMPEN o Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation tattler this -• WORKERS'COMPENSATION LAW D chapter. EFFECTIVE 05/15/2012 EXPIRATION DATE: 05/15/2014 Pursuant to meter 440.05(12), FS., Certificates of election to be PERSON: IGNAZIO LACRASTA H exempt. apply only within the scope of the business or trade listed on FEIN: 593552189 R the notice of election to be exempt BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05031, ES, Notices of election to be exempt u.0 DESIGN & DEVr:IOPMENT INC and certificates of election to be exempt shall be subject to revocation 1017 MERIDIAN AVE APT E if, at any time after the filing of the notice or the issuance of the MIAMI BEACH, FL 33139 certificate the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The depar atent shall ruwoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE: person tamed an the certificate to meet the requirements of this 1- BUMDER 2- CERTIFIED G£NEM CONTRACTOR section QUESTIONS? 18501 413-1609 CUT HERE Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 Ap r. 10. 2013 11 :55AM FHC Fax No. 1592 P. 1 . A 6 qa CERTIFICATE OF LIABILITY INSURANCE DATEPAMIDDIYYYY) 161.� 1 04/10/13 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS 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(S),AUTHORIZED REPRESENTATIVE OR PRODUCVR,AND THE CERTIFICATE HOLDER. IMPORTANT: It the certificate holder le an ADDITIONAL INSURED,the pollcy(fos)most be endorsed.11 SuBROGATION IS WAIVED,subject t0 the terns and Condltlons of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights 10 the certificate holder in lieu or such worsement(s). PRODUCER •.,Anwino swo FHC Insuremw oNE 238 325-8321 238 325-8327 9655 Tamlaml Trail North Ste,203 L anMany@lhdne.com Naples,FL 34108 INSURE 3 AFFORDINGCOW-PAGE NAIC Phonic (230)325-9321 Fax 239 3255327 INSURERA. AUantlo Causally Insurance Company 42848 INSURED INSURER B ILC Design R Developmonl,INC. INSURER C: 1017 Merldlan Av E N RD: Mlaml Beach,FL 33138 INSURER COVERAGES CERTIFICATE NUMBER; INSURER F- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF 04SURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH'TI1I5 CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBE0 HEREIN IS SUSJECY TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, Ity YVE OF INSURANCE ADDLSUBP POLICYNUMBER � W Irra GENERAL LIABILITY EACH OCCURRENCE 5 11.000.0w.00 = ® COMMERCIAL GIiN RAL LIABILITY D E A(RE1dTE0 PR S 50,000.00 1:1 ❑ culMS•MADI; ❑ occuR A L083006091.0 04/27/2012 0412712013 MEO EXP(Anyonepwon S 500.00 ❑ PERSONAL.&ADV NURY $ 1,000,00),00 ❑ GENERAL AcaGReGArt $ 2000 000.00 ❑LASOY❑Tr;uhaTAPPLI P PRODUCTS-COMP/OPAGO $ 1,0OO,OU0.00 AU MODU UAiWUYY 'd INGLE utAlT am ml ❑ ANY AUTO B001LY INJURY(Per person) S A OCTNED SCHEDULED ❑ AUTOS ❑ AUTOS BODILY INJURY(Per eceaaera 'S ❑ }IIREDAUTOS ❑ �-0WNEO a AMAGE $ $ ❑ UMBRELLALfAS ❑OCCUR I PACROCCURRENCE $ ❑ EXCESSLWS ❑CLAIMS-MADE WORKERSCOMPL?NSATION W011YAYU- OfFF AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNF,RMMCUTIVE EL EACH Q1wnhCFMInNI4)RExcLUD6LYt ❑NIA $ IMy�Q eBlYYtle-dam <L DISEASE-TA EMPLOY! DES4�RIPTIONOFOPP.RATIONSDelow ELDISFASE-POUCYtIMIT $ DESCRWnON CW OPERATIONS t LOCATIONS t VENICLM(Aflach ACORD 4ot,Addtlatel Renuuka Solradule,If more apace D reputree) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIEVUE CANCELLED'SEFORE Mlaml Shores Village Building Dept. THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED wRESENTATIWE fax 305-756-8872 Antonino Succa 0 1888-2010 ACORD CORPORATION, All rights reserved, ACORD 25(2010/05)OF The ACORb name and logo are regis and marks of ACORD iiiiiiiiiiiiiiiiiiiiiillifillillillillimilllI CF14 2013 n4666 2 OR Sig 28674 Es 3069°s Qps) RECORDED 06/12/2013 09=56#53 NOTICE OF COMMENCEMENT HARVEY RUVINv CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OPARST INSPECTION MI Ski Z PDA13E COUNTY e CI,OF I DA LAST �°AGE PERMIT NO. TAX FOLIO NO, 1_Z231 13 040 D STATE OF FLORIDA: COUNTY OF MIAMWADE: THE UNDERSIGNED.hereby gives notice that Improvements wig be made to cartaln'real property,and in accordance with Chapter 713,Florida Statutes,the foMwing information is provided in this Notice of Commencement. $pace above reserved for use of recording office 1. egai•desoription of property and street/address: 2.Description of improvement: *S EA,7��r 3.Owner(s)name a'nd address: – g Interest in property:; ®5��, � . .•.-� , Name and address of fee simple titleholder --Vw y .S ou.f 4.Contractor's name,address and phone dumber. i_ E)SIfi J AND Duaa P A` 161 14MCIA(4 4. Of Ze khm, `—L 13134 ISq Z. S l000 5.Surety.,(Payment bond required by owner from contractor,0 any) Name,.address and phone number_.-7—_ Amountof bond$ 6 Lend$r's name and address: y 7 Persons wlthin the Slate of. s r Florida designated by Owner upon whom notices or other documents ma be ved as'provided by 3� j Section 713.13(1)(a)7.,.Flgrida statutes, Name,address and phone number 8.In adrJition to'himself,Owners designates the following person(s)to r r' .a as on o 713.13('1)(bj,Florida Statutes. A®M Name;address;and'phone number. - 9.Expiration date of'thisNotice'of Commencement: (the expiration date,` o a date WAANIN'0*6OWNEM ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION. THE NOTICE OF GQMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13.FLORIDA STA ,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPRO.W-MENTS TO YOUR-i'ROPEWTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON`THE-:JOB SITE BEFORE THE FIRST INSPECTION.IF Ou INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU OTICE OF COMMENCEMENT. StSnature(s) o" a ectar/Partner/Manager g Prepared By, Prepared'By (A Print,Name Print N Tide/Qf Pe t� Title/Office, STATE OF FL COUNTY O MIAM14)ADE The f're'616 Instrument was acknowledged before me this day of- - I _ By V44NO4_40 ividually,pr`�1 as for Personally(mown;or produoed the following type of'identfficatf �� __. t/ Signature of Notary Public: Print'Name: o r Ow o P w ref t��r .f► G'> -^m _ VERIFICATION IWRSUANT TO SECTION 92525 FLORRIDA STATUTES Under penalties of perjury,I dddare that:I have'read the foregoing and ,e . that the facts' ted in it are true,to the best of my knowledge and belief. ��� •,,,,,,,, .•• ```��� Sign eras)or Own0-#s Authorized Ofgoer/Director/Partner/ManagW who signe��j X �rt`�„v���� By r° By 123.01-62 PAGE 9/10 1111111 Hill 111111111111111111111111111111111 CFN 2013RO254360 OR Bk 28562 Pas 0870 - 8711 {lass) RECORDED 04/0312013 13:01:37 DEED DDC TAX 2x178.00 ten to; HARVEY RUVINI CLERK OF COLT CHM10PIMP.MLEf.PA MIAMI-DADE COUNTY: FLORIDA 11098 Riecayne s0Uk"a Snore 205 Mmmi.FL 33161 IuammmiPnpm dBp: CHRMoPMP.KELLLEy'E%.iW 11098Ri—y-D.dk d.Seth205 Mkw,FL 33161 Folio No.11-2231-013-0610 WARRANTY DEED THIS INDENTURE,Made this.49. day of 2013, Between, MARGUERITE H.SEELEY&Wa PEGGY H.SEELEY,an un-remarried widow,as GRANTOR, and BENNY L.NEWBY,a married man,whose post office address is 1,0525 NE 2 Court,Miami Shores,FL 33138,GRANTEE, WITNESSETH,That said GRANTOR,for and in consideration of the sum of Ten and No/100 ($10.00)Dollars,and other good and valuable considerations to said GRANTOR in hand paid by said GRANTEE,the receipt whereof is hereby acknowledged,has granted,bargained and sold to the said GRANTEE, and GRANTEE'S heirs and assigns forever,the following described land, situate,lying and being in Miami-Dade County,Florida to-wit Lots 15 and 16,Block 14,FIRST ADDITION TO PASADENA PARK,according to the Plat thereof, as recorded in Plat Book 6, Page 82, of the Public Records of Miami-Dade County,Florida SUBJECT TO: Applicable zoning and/or restrictions and prohibitions imposed by governmental authority; Conditions, Restrictions limitations, reservations, easements,and other matters appearing on records,if any; Utility easements of record,taxes for the year 2013 and subsequent years. and said GRANTOR does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF,GRANTOR has hereunto set her hand and seal the day and year first above written. Signed,sealed,an I)ddelliiveer-end in our presence: Witness Sig at e M TE H.SEELE Grantor tmTe;e t ? aWa PEGG H.SEELEI� ,.Pint c i C'u- . , Witness Signature Print Name STATE OF FLORIDA } COUNTY OF MIAMI-DARE } I HEREBY CERTIFY that on this day,before me,an officer duly authorized in the State and County aforesaid to take acknowledgments, pe�s n II appeared MARGUERITE H. SEELEY aWa PEGGY H. SEELEY, who produced `HA L as identification,and who executed the foregoing instrument and acknowledged before me that she executed the same. INCI WI NESS my hand and official seal in the and Sta a €oresaid this of. day of,�j A�, 2013. RY PUB a of FLORIDA at Large My Commission Expires: Nt�rp ft tit stile of FWWB ChiftPhe P Kelby MY COflnnl9lbn EE 18339b E# b i Book28562/Page870 CFN#20130254350 Page 1 of 2 RES Gr 1.1, uKim Miami Shores Villa e 9 Building Department �s 10 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: 3tl (NAME) DATE: c� ontractor • Owner •Architect Picked up 2 sets of plans and (other) Address: 10� -� From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continu ermitting process. Acknowledged by: (Signature) PERMIT RK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 5/28/2013 Miami Shores Village Building Department 10050 NE 2"d Avenue Miami Shores,FL 33138 Permit No.RC13-984 ANSWER SHEET Building Official 1. Existing Carport to remain. 2. New window and new door will be using existing openings;no reinforcement required 3. New wind load calculations provided on Sheet A-3 4. Level of alteration adjusted to Level II 5. Design criteria on sheet A-3 6. No garage door to be installed 7. No screen wall to be installed ' Structural Official 1. New wind load calculations provided on Sheet A-3 2. Copies of NOAs attached 3. No carport conversion. No Section details on plans. 4. Dimension of new window and new door provided on sheet A.3 Thank you dgar z, ul . . �-S Miami shores Village Building Department ' offal 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 LORiDA Fax: (305) 756.8972 May 21, 2013 Permit No: RC13-984 Building Critique Review The permit application must accurately identify the work being proposed. This is a carport conversion to a garage and interior alteration. Provide structural calculations for the new openings and detail the required reinforcement. FBC RES 707 The calculations provided are wrong. FBC Res Chapter 3. i I This is identified on the plans as a level 1 alteration. This is a level 2 alteration as it includes reconfiguration of the space. Provide the wind load design criteria on the plans. Provide product approval for the garage door. Provide the design wind loads for the garage door. Provide a wall detail for the new screen wall. The screen wall and new garage shall be designed as partially open not enclosed. STOPPED REVIEW Norman Bruhn CBO 305-762-4859 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. Invoice Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 For Inspections please call: (305)762-4949 eturn to: Miami Shores Village Invoice Number: RC-6-13-48129 10050 N.E.2nd Avenue Invoice Date: June 14,2013 Miami Shores, FL 33138-0000 Permit Number: RC-5-13-984 Bond Number: Bill To Comments: BENNY NEWBY 10525 NE 2 Court MIAMI SHORES, FL 33138- Re Date Fee Name Fee Type Fee Amount 06/14/2013 Plan Review Fee(Engineer) Calculated $160.00 06/14/2013 Plan Review Fee(Engineer) Calculated $80.00 Total Fees Due: $240.00 Friday,June 14,2013 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Permit No._ f.C1 3 — ?J' Job Name Date 5--Se>°-1,3 STRUCTURAL CRITIQUE SHEET le7 very' L® w P/L'O I/1 E5 Pie--,Z) G Imps- Jun. 12. 2013 11 :44AM FHC Fax No- 1819 P. 1 A W CERTIFICATE OF LIABILITY INSURANCE** °"TE""""°°"'�r"Y' �.. • 06/12113 THIS.CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS 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(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT- If the certificate holder Is an ADDITIONAL INSURED,the policylles)must be endorsed. If SUBROGATION IS WANED,subject to the terms and condition or the policy,certain policies may require an endorsement. A statement on this certificate does hot confer rights to the certificate holder In Reu of such endoraement(s). PRODUCER ONAME:GT Anlonino Sums FHC Insurance PHONE Fan, (239)325-8321. 'No (239)325-8327 9655 Tamiami Trail North Ste.203 -AD0R9= Anthony @lhclnscom Naples,FL$4108 INSURER S AFFORDINO COVERAGE NAICS Phone (236)325-8321 Fax 2391325-8327 INSURERA; Allantlo causally insurance Comparry 42646 INSURED INSURER B: ILO Design&Development,INC. INSURER C: 1017 Meridian AV E INSURER D., Miami Beach,FL 33139 INSURER 1'. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW-HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUME=NT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN;THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LN(TS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I�SR TYPE OF INSURANCE ADPI.SUBP POLICY EFF POLY INSR POLICY NUMBER MMIDD/YYYY MMIDOIY Y LIMITS OENERALLIABILITY CACH OCCURRENCE S 1000,400.00 Q COMMERCIAL GENERAL LIABILITY PRDAMA6 E TO RENTED EMISE$Ea Occurrenc S 50,WO.00 ❑ ❑•CLAIMS•MADE Q OCCUR 1.0630060911-0 MED IXP(Anyone person . S 5,044.44 k A ❑ 04127/2013 04127/2014 PERSONAL S ADV INJURY S 1.000,000.00 ❑ G6NERALAGGRE GAY E s 2,000,000.00 GENL AGGREGATE LIMIT APPLIES PER PRODUCTS,COMP/OPAGG S 1,04040.00 ❑ POUC. ❑ PRO- ❑ LOC $ AUT01160ERLd LIABILITY c�MueI de SINGLE LIMIT g p �] ANY AUTO BODILY INJURY(Per person) S 0 ALL OWNED SCHEDULED AUTOS ❑ AUTOS BODILY INJURY(Par gaddeM) S HIRED AUTOS NON ED P OPERTTyy AMAG ❑ ❑ AUTOS eracclden[ S S 0 UMBRELLALIAB ❑OCCUR EACH OCCURRENCE S i EXCESS L1A8 0 CLAW&MADE AGGREGATE 5 El OED M RETENTION 6 g WORKERS COMPENSATION wC sr Tu- OTH- AND EMPLOYERS'LIABILITY YIN 'T rl ER ANY PROP ETD E urive E L EACH ACCIDENT S OFFICEA/M M9ER EXGLUDED? N f A (Mamlatory In NH) EL DISEASE.EA EMPLOYE S tiff YYeess describs under EL DISEASE.POLICY LIMB S DESCRIPTION OF OPERATIONS Dalow DESCRIPTION OF OPERATIONS I LOCATIONS I VEMOLES(AHaOh ACORD 101.AddttOnal Remarks Schedule,V mare space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLIC196 BE CANCELLED BEFORE Miami shores Village Building Dept. THE EXPIRATION DATE THER90F,NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE �. laX 345-756-8972 .,�il;�s rxi. ow•, ®1889.2010 ACORD CORPORATION. All rights reserved. ACORD 25•(2010/06)4F The ACORD name and logo are registered marks of ACORA