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RC-14-1650 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248548 Permit Number: RC-7-14-1650 Scheduled Inspection Date: December 04,2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: RICE, CORRIE Work Classification: Addition Job Address:41 NW 105 Street Miami Shores, FL 33150- Phone Number (305)799-5785 Parcel Number 1121360050290 Project: <NONE> Contractor: GROPIUS CONSTRUCTION INC Phone: (305)799-5785 Building Department Comments ADDITION TO MASTER BEDROOM AND BATHROOM 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. December 03,2015 For Inspections please call: (305)762-4949 Page 28 of 39 L �n �� an•�" Miami shores Village building Department �ORIDA ' ��I 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 � �✓� t Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST Building permit card. ZEJ Surveys (2 copies) Final as built-Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+Egress, required parking /spaces,Wheel stops, stripping, and all paving to exterior. ✓❑ Certificate of Elevation—(Sealed by surveyor). Expiration date required on the form. ❑ Certificate of Insulation. 11 Certificate of Soil Treatment(Final treatment-odginal)1 CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites.Treatment is In accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter(On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter(Density report is required) Final certification letter from the Engineer/Architect(on masonry, trusses, special structure,etc) CHO %I 1%,ML411 vu ❑ Certificate of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing)Additional fee is$80.00. • Temporary CO (Up to 90 days max)$75.00. • Residential CO fee is$150.00 • Commercial CO is $200.00 Certificate of Completion Miami Shores Village "F 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 ,d •. 4 R •- '` Building Inspection Department ®_ This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: s Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC-7-14-1660 �) Owner CORRIE RICE Contractor GROPIUS CONSTRUCTION INC y s f S a Subdivision/Project NONE Date Issued 03/13/2016 � C , Occupancy a r Construction Type V-B Load 4 � • Square Footage 761 OccupancyTypeSINGLE FAMILIY x Description of ADDITION TO MASTER BEDROOM, Applicable Work BATHROOM, PLAYROOM&MEDIA ROOM Code 2010 FLORIDA BUILDING F _ LocationX 11.80 Flood Zone F.F.E 41 NW 105 ST I b Miami Shores FL 33138 3 S ..�� Building Officials Approval Ismael Naranjo,U90 ` oe Not Transferable �FOR'1Dp' POST IN A CONSPICUOUS PLACE a• a�. .ems Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249756 Permit Number: RC-7-14-1650 Inspection Date: December 21, 2015 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: RICE, CORRIE Work Classification: Addition Job Address:41 NW 105 Street Miami Shores, FL 33150- Phone Number (305)799-5785 Parcel Number 1121360050290 Project: <NONE> Contractor: GROPIUS CONSTRUCTION INC Phone: (305)799-5785 Building Department Comments ADDITION TO MASTER BEDROOM AND BATHROOM Infractio Passed Comments INSPECTOR COMMENTS False IN ORDER TO CLOSE OUT NEED C/O 12/7/15 Inspector Comments Passe Failed E] Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 21,2015 Page 1 of 1 LOCATION SKETCH o o SCALE: NTS O"0 ,—(�• C N O O 122.67" ( R & IN n pt i .� v N U DEC 21 2015 : yO 37.50' . • -�-9 ? ,-,-��:uuuuuuuuu T4�' �6.41Y J 6 W/FH . � •• CR Gro 26.30' 56.80' O'000 o ffloo y 9 O C �O a o m - 3' Gt 3. d 'rt: II 21.50' 4.0' 24.50' � �$+ w ♦\\ \♦\\♦♦ POOL c o' W N in: t... \ ♦ d�� p.x > W. �d ® `"' z7 \ \ \ �. ♦ 0.70' ^:H LE %: �'► 4 y \ \ \ \\ L—G—) ] [rnyLU ♦ \ -* 1tl H \\ \ ♦♦\\ NORTH MIAMI AVENUE C Y: �, 4.00' n v 21.50' tv `` - m 29.70' 53.80' - A/C cn 21' 7 p, - U2 1 3' s J �yPOOL ��o64 "= 1 PUMP N a _ 5' CL A 37.50' Z 6'W/F 122.71" ( R & M ) r_ :p.' N O O o O O w � p n o o_b PROPERTY ADDRESS: 41 N.W. 105TH ST. , MIAMI SHORES, FL. 33150. rl u _ _ LEGAL DESCRIPTION: LOT 13BLOCK 203 ABBREVIATIONS: - OF DUNNING'S MIAMI SHORES EXTENSION NO. 1 SVW=SIDEVW.K,CBS=CONCRETE BLOCK STRUCTURE,CLF-CHAIN LINK FENCE,PL-PROPERTY LINE,DUE=D*PJUNAGE UTILITY EASEMENT,IP=IRON PILE, SUBDIVISION F=FOUND,AIC=AIR CONDITIONER PAD,PIC-PROPERTY CORNER.DIH=DRILLED HOLE,WF-VVOODEN FENCE,RES--RESIDENCE,CL-CLEAR,RB=REBAR,. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41 AT PAGE 51 UE=UTILITY EASEMENT. CONC=CONCRETE SLAB. PJW=RIGHT OF MY, DE=DRAINAGE EASEMENT C/L=CENTER LINE, O=DIAMTER, TYP=TYPIC0.L, M=MEASURED,R=RECORDED,ENCR=ENCROACHMENT,COMP=COMPUTER,ASH=ASPHALT,WD--NAIL&DISC.S=SET,FEE=FINISH FLOOR ELEVATION, OF THE PUBLIC RECORDS MSI—DADS COUNTY, FLORIDA O/S=OFFSET PIP=POWER POLE,OHP=OVERHEAD POWERLINE,VMA=MATER METER fiMwOooNlivv�cE AsL=FELEVATION BASED ON LOC.* 3100 NOT VALID UNLESS EMBOSSED WITH MAI TEENANCE&DRAINAGE EASEMENT=M&D.E• � � • CBM# N-567 ELV. 10.,54}YPE OF SURVEY:BOUNDAF'YSURVEY SINCE 1987 SURVEYOR'S SEAL I I HEREBY CERTIFY That the survey represented SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2)NOT VALID WITHOUT THE SIGNATUFE thereon meets the minimum technical requirements BLANGO SURVEYORS ING. A AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NCAT adopted by the STATE OF FLORIDA Board of Land ® v COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) Surveyors pursuant to Section 472.027 Florida Engineers•Land Surveyors•Planners•LB#0007059 UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODET C Statutes. VERTICAL DATUM OF 1929.. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONf,4 There are no encroachments, overlaps, easements 555 NORTH SHORE DRIVE RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3) appearing on the plat or visible easements other than MIAMI BEACH,FL 33141 CONTACT. THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING as shown hereon. (305)865-1200 Email:blancosunt®yorslnc@yohoo.com FaX (305)865-7810 INFORMATION. 10)EXAMINATION OF THE ABSTRACT OF TITLE WILT.HAVE TO BE MADE TO DETERMINE RECORDED Q , EVISED: INSTRUMENTS,IF ANY,AFFECTING THIS PROPERTY ,� f�• �_ FLOOD ZONE: .rC�J(1> yiyrt�ti X SUFFIX: L DATE:9/11/09 BASE:N/A Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited 0302 120652 without written consent of the signing party or parties. ADIS N.NUNEZ PANEL: COMMUNITY# 41 51 REGISTERED LAND SURVEYOR DATE: SCALE: DWN.BY: JOB No BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE_OF SAID f1l' PAGE STATE OF FLORIDA#5924 ]L/�/15 1"=20' F.Blanco 1NI5PECT'IO RECORD, - POST ON SITE t Permit NO. RC-7-14-1650 Miami Shares Village ,,;,, ,;Paisrr+r esI' ruotian n. 10080ME 2nd Avenue ; ' Miami Shores,FL 33138-0000 Work Classifrcahm Addition royw Phone: (305)795-2204 Fax (305)758-8972 Issue Date.F Explres:04f0112015 7-7,77 INSPECTION REQUESTS: (305)762-4849 or Logon at haps,fibldg.miamishoresvillage.comfca,p REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOL40WING BUSINESS DAY: Requests must be received by 3 pm for following day inspections Residential Construction Parcel#:1121 360050200 Owner's Name:CORRIE RICE Owner's Phone: Job-Address: W IQ'S Id. Total Sgivare Feet: 410 Mlarni hares_ FL 331 4,500.00 Total job Valuation: $ 3 Bond Number: ; .. WOE IS ALLOWED MONDAY THROUGH SATURDAYi" " Contractor(')° ` Phone _ Primary ContMctor �QR HO IDAYS NQ WORDa1S ALLOWED QN SUNpAY, GROPIUS CONSTUCTION INC {305)799-.5785 Yep BUILDING INSPECTIONS ARE DONE MONDAY P€C S A THROUGH THUIR$t7lAY. ROOFING 4NS TION RE DONE MONDAY THFtOi1GH FFdIDAY'.NO BUILDING` 3 _ -f INS—ECTIONS iDONE'ON FRIf}AY. i , hCid fc�.�r` d n.ra T l ry tS U I 1 C-' - ..rC e8 }�1�,0��.�1a_ '�i Z C3 U`"t'`,7�✓rf --. r Q,14 I J JIV ff OB , AT; Kc'; l x /• tF✓yam -�' 1 M 1 NO INSPECTION WILL BE.'MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLAINS ARE R€ADLY AVAILABLE. IT IS , THE PERMIT APPLICANTS RESPONSIBILITY'I OENSURE THAT WORKIS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES: NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL'SE LIABLE FOR,EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL UIP"ARNING TO OWNER: Y01UR 'FAILURE ' TO RECORD X NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY.' A NOTICE >OF COMMENC.-MEN`I~ MUST �BE RECORD, 1, AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, 'IF YOU 'INTEND TO'` OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICIE OF COMMENCEMENT . d INSPECTION RECO STRUCTURAL ZONING M PECTIONQATE P 1NSPECTIO DATA INSP 1NSPECT1014 HATE NSPndation t r� Zonin Final temwati ZONING , M Rouo; 77 Slab v Water Service Columns 1st Lift 2 Columns 2nd Lift T ' CCuut Tie Beamer 3 ` 4. Fire Sprinklers Truss/Rafters tib Tank _ Roof Sheathing, Sewer took- Bucks > l4 Roof Drains Windows/Doorsl as G Interior FramingtNSPE CMN :.DATA=1NSP' LR Tank Insulation Tem ora dote' W®11 Cellin Grid 30 Da Temporary Lawn Sprinklers D afl --23 ,S` fool-Bonding Main 13raln Firewall r o Me Bant3in Pool F Wire Lath t Pouf Wet Niche Backflow Prevento Pool Steel Und®r rcit�nd- In for Pool Decko0ter Gr . Catch basins Final Pool Slab Condensate Drains Final Fence Wall Rod HRS Final Screen Enclosure Ceiling �- DrivetrayUNI >> G-COMMENTS. Drivewa Base Tel hone Rough Tin Ca P:R e hone Final Roof in Pro. areas Mo in Pro ess Final Final Roof Cable Rough Shutters Attachment CatNe FifI Final Shutters Intercom Rough Rails and Guardrails Intercom Final 77,MECHANICAL DACO lanceAlar I n ftau h tI�SPE_ ,1N DATE 1NSP Alarm Final: Underground Pipe UMENTS Fire Alarm<Rough SoilBearin Cert rre Alarm_Final flu Soil Treatment Cert Service Wdri W Floor Elevation Surve entilation Rough Reinf Unit Mas Cert CTRICAL COM ENTS Hood Rou h ,Insulation Certificate Pressure Test S t Survey Final Hood _ Final Surve Final V@ntilation _ Truss Certification Final Pool Heater STRUCTU C MMEN Final Vacuum FIRE MECI�IANICAL COM E PECTI ATE 1NSP - Final Sprinkler - Final Alarm _ IN f�?��ECT1,1,0R ECO r° , '6i fps pR : , ' 1,650, m ami Shores Village x Kean#T'yp Reside ,i.Gonstruc#ion !b fi /yrs xr! dl z ' ✓ fat W f rry�I�jA 6111- TEP �( 1*L{i jY '1�14YWk. u%/ f f J ✓ Ify�� ff�.$illN`�� ! as p' P r j d'4` / AOR Exp1s:01/220 !6 tNSPEGT REQUESTS (305)76&4949 or Log on at https Md0.mla shoresv tage, crap r is f JACGSi' t[3lRiNCaf: i�Vl-3'�' OR THf* t �fitf DAl� f/%" f Y lrf r 1��owi da Residential Construction Parcel#;1121360050290 rRIMiA/Jel'$ r � RfOy. r .1C?b/ dS r r. w f Erni Stores FL:331510- - Taint Square FOOL- Miami Bond Mumbler, � .-- 1,*W Job'Valua#on. $34,x. r fr .v f 'f, ALLD11 ONF�AY QH SATtAY, :3Ai4M-'."PM.NO WORK;tS ALL(dWED tfN O t s Phone EdMlary Contractor_; Stf1UDAlf OR Ht3Ltl3AYS. ORO C(��tSTttCTtb�l INC (305)799,6785 Yes s r., /� SOLM. G 1NSPEOT3L�A1S ARE glmo1�% TJfR;, 1 TKURS` ipcoil apes,T D�1�t NDAYT#1O1�G^W 1=RtDA dD SU' INSPECTIONS IONS DONE ON FRIDAY. ?f ! rff:.:, .//',r,`�; ".'/F %• 'f f SIX ! f /l 1, � lX ; ,rn;,.'. ,f'/f i% ,//f/`rjif''t/Jf ar � �, 4 . r, / f 1; 1 ; ,rte L~ i.//.:;r. r,�, f;f�; ,i„ =f, ;% f li K's,. - RI g, 0 f a , or f�' yfr `rF"' rs rr / /r fff'�;;; QW, ' lr�, if fir; '�' ri ,,� F, r f/ i y wW0 81, frlfij / fldP.......... F `,', a ; r f" /,^� arm,/, r f, !r fj.;r %: ifr !� of s rj / s ,r.f r .. s �1 rr r i,,. r ' r x NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPRQVED. PLANS-ARE REAI ,Y;AWAIL.ABLE �1S #E PER1�Hs�4P[?LIGANI" SPONS�< i � �A ENS �I UN ACGESSf AND EXP! I 'FOR ` „' filOiJ PLJ SES. ( FrIl Bi 11d OI FICIAL ' tEE Cl L DE FAR C ' ENTAIJ .' t THE RE' AI OR R C1=MEN f IY ddt}tTERt '; SQUIRED, ALLOW 11d CTION. WARNING TO OWNER.. YOUR FAILURE TO RECORD A NOTICE OF �,,, OMMNGEMENT MAIC RESU T IN YJ,R PA IINO SCE F LMP VEME TS O YC PRO/`ER �'A NC CE O� OII M NCE �ENT MU T QBE ECOR ESD ff .lf„ , AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND% TO O5TAIN FINANCING, CQNSUi.T WI7H YOUR%>i�ENC��R OFA ; N 1TTOR�EY' B RE ' /11MME NG RIC frC��f REC DINGr{�OUR N TACE, F OMMENCEMENT. 411 ff s r. f f F ; v f' rr' INSPECTION RECORD ' � ,. fl1TSI+ TtgN DATE INSP INSPECTION DATE INSP MIS-EDATE INSP �r«da3t1 a�J ��, Zsrning Fel rr+ 6;�c�►(� ,_��/r, }� ^ Columns ]st_ ft WE- IN ME - _ _ LkFink Rif Shea _e t - - _ t -_� � f1 ?Ff�T1£ j� r rr �NSELECFMCAL PEtnON D!►TE INSP LF! rank - �r6S�ll3lti4an }y - Well l LOW 17 Poo1, ��wlA !^Crp �Ywyw ,/ r' Firewall Pool 000 BrYFId.Ir1`VYke .K.,,.. . Ptd i 9 Lath iI'd 14e !9ire acttidw; et� p� ,�t�el /.` �l'"i;' ��' K1�e r� r r/ �/",/�• ,rr y, f. � ,�'fr:, :r,��fj'�"' r, Fawter Gf*m l rateh asif�s Final Pool Ste TCOndefts.0tv Drai►�s � Flag!Femce WRIl �} �i'if I bfWeway i to y fJ r„ Orrveu�, 4/0. Tfs �E _ MIS., + / PLUME ag �MMEAIT5 - 'ln Pr ;,' / f /,, f Fi, f Reil :; .� 41 MIi in"Prt� rye Fina! "" .. ... Flr�aIR tx� moble - - _ �. "htltetS :3 lyf / /J �I�Fj �y, 1 .^;✓ j Fin +�., al Utters tntemom. Rally and Gu,rllsJ fIntercom Fine l MECHANICAL PECIIQN' „i)ATE P r pef ' aoc�rl � Are a4lr�rrra�c�u � S ►fiear! Cep# Firealarm Anal lbw h -- Relof Unit Mas pert _E EURICAt f MENTS ^ Hood Rough ltlian Cemw—1€ u -W ' M .�w. Final Survey 'l rw Cert,Rca'tion - Final Pool Heater STAU_T#tIIAI f11ENTS F - a<n !Ivatarn - - _ MIKI ANI MERITS INSPECTION __ QA1 E POP - lel rk r AIi ^ U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMS No,166�Otd8 National Flood Insrtrz�ce Program Ilt9 pooh i t" Read the Instlru o»S on pages E9(�if�Yi6f�Date,July 31, SECTION A-PROPERTY INFORMATION FOR INSURANGE COMPANY USE Al. Building Owner's Name PollcyRumber C 14-626 A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAiC Itlumber 41 N.W. 105 ST. Cltv MIAMI SHORES FAVA Z1P Code33150 A3. Pro OT Descn}tion(Lot Block Numbes; ax Parcel Number,Legal D asci on'etc.)L13, LOCK 203, P.B. 4PAGE 51 A4. Building Use(e.g.,Residential a Nor-Residential,AdditionbArxs�ssor)r,etc.) RESIDENTIAL A5. Latitude/Longitude:Lat. N25 52 17 Long. W80 11 55' Horizontal Datum: ® NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number .8 A8. For a building with a crawlspace or anclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1,380 sq ft a) Square footage of attached garage 200 sq ft b) Number of permanent flood openings in the crawlspace 8 b) Number of permanent flood openings in"ched garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total-tet area of flood openings in A8.b 1,024 sq in c) Total net area of flood openings in A9.b N A sq in d) Engineered flood openings? Q Yes 23 No d) Engineered flood openrngs? Yes IM No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION $1.N Community Name&Community Number B2.County Name B3.State CITY OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FiRM Panel B8.Flood 09.Bass Flood Elevation(s)(Zone 1208600302 L 9/11/09 Efte tiv vise Date KZone(s) NO,Ause base flood depth) B10. indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in item B9. 0 FIS Profile ® FIRM [] Community Determined [] Other/Source: B11. Indicate elevation datum used for BFE in Item 139: a NGVD 1929- 0 NAVD 1988 Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 13 Yes 0 No Designation Date:N/A ® CBRS [3 OPA SECTION.C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: [) Construction Drawings* EJ Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations-Zones Al-430,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,ARAE,AR/AI-A30,AR/AH,AR/AO.Complete Items C2.2--h below according to the building diagram specified in item A7,to Puerto Rico only,enter meters. Benchmark Utilized: N-567 VerWal paw: hIM IM indicate elevation datum used forthe elevations in items a)-through h)-below. 0-NGVD'1929 O NAWD 1988 E3 OtherlSource: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(Including basement,crawlspace,or enclosure floor) 11 80 IN feet ®meters b)Top of the.next higher floor 12 91 0 feet 13 meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. 0 feet Cl meters d)Attached garage(top of slab) 11 .35 ®feet ®meters. e)Lowest elevation of machinery or equipment servicing the building 12 75 0 feet meters (Describe type of equipment and location in Comments) 11 10 f) Lowest adjacent(finished)grade next to building(LAG) 0 feet ®meters g) Highest adjacent(finished)grade nextto building(HAG) 12 .15 CA feet ®meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N/A. G1@ feet meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation Information.I cert y that the information on this Certficate represents my best efforts to interpret the data available. EPLS#5912 /15 1 understand that any false statement may be punishable by fine or imprisonment under 98 U.S.Code,Section 9009. 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 19 Check here if attachments. licensed land surveyor? IR Yes [Q No Certifiers Name Adis N.Nunez License Number 5924 Title 'Re nd Surveyor Company Name Blanco Surveyors,Inc. 24 Addie55 N Shore Dr. City Miami Beach State FL ZIP Code 33141 Sign tura Date - Telephone 305-865-1200 ' 12. 1/15 F Form 08 3(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE page IMPORTANT. In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including npL,Unft,Suite,and/or Bldg.No.)or P.O.Route and Box No. Pommy Numbom 41 N.W. 105TH ST. Cly MIAMI SHORES State ZIPCod CompanyNAIC•Nambier, FLORIDA P'33150 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUER) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments LATITUDE & LONGITUDE OBTAINED BY GOGGLE. CROWN OF THE ROAD ELEVATION: 10.71` ON CENTERLINE ON CENTER OF ROAD. BM�E N-567 LOCATOR: 3100 ELEV: 10.54` ure Date 12 1 15 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT EFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate tasaxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspaw,or enclosure)is feet []meters [J above or 0 below the HAG: b)Top of bottom floor(including basement,crawlspace,or enclosure)is [3 feet 0 meters 0 above or 0 below the LAG. . E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see.pages 8-9 of instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet (3 meters I3 above or I3 below the HAG. E3. Attached garage(top of slab)is []_feet Q meters ❑above or ®below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is (]feet Q meters IJ above or®below the HAG. E5. Zone AO only: If no flood depth number is available,Is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes Q No ® Unknown.The local Official must cert this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-Issued or community-issued SFE) or Zone AO must sign here.The statements in Sections A;B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State • ZIP Code Signature Date Telephone Comments Check here if attachments. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The 10021 orucial who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable Item(s)and sign below.Check the measurement used in items G8-G10.In Puerto Rico only,enter meters. G1.Q The information in Section C was taken from other documentation that-has been signed and sealed by a licensed surveyor,engineer,or architect who Is authorized bylaw to certify elevation information. (Indicate the source and date of the elevation data In the Comments area below.) G2.[3 A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.0 The following information(Items G4-G10)is provided for community floodplain management purposes. —T' G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for. I3 New Construction [I Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: (l feet ®meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: [)feet [J meters Datum G10.Community's design flood elevation: [l feet meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments. FFM x Fnrm nsia.n ao rim n. MIAMh EMEW Miami-Dade County Building Department 11805 S.W.26 Street,Miami,FL 33175-2474 www.miamidade.gov/buildinR ENERGY, SOUND AND IMPACT CERTIFICATE Building Permit No: 15C- 7-114-- I$o 5-0 Project Name: p DC&'y Ade(rf.Q� Job Address: ty w /®5 5T STATEMENT OF COMPLIANCE We,the undersigned,hereby certify that the ENERGY.SOUND AND IMPACT INSULATION has been installed in the above referenced project,in compliance with the latest edition of the FLORIDA BUILDING CODE the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice.The insulation furnished and installed has the characteristics shown below:(check only applicable boxes). 0 1) Exterior CBS Walls Insulation:R-5.11 (Min.):Material: PvtCdl6yf7t e4y--,-s4K' Thickness: O.95 inch(es):Density: lb/ft:Mfgr: 0 2) Exterior Frame/Metal Stud Walls:R- (Min.):Material: Thickness: inch(es):Density: lb/ft:Mfgr. 0 3) Exterior solid concrete walls:R- (Min.):Material: Thickness: inch(es):Density: ib/ft:Mfgr: it 4) Interior walls separating A/C from non A/C spaces insulation:R- (Min.) Material: ;Thickness: inch(es);Density: lb/ft 5) MULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY:The COMMON(Party)walls to two separate conditioned tenancies shall be insulated to a minimum of R-11 for frame walls,and to R-3 on both sides of common masonry walls See ENERGY CODE,2007,paragraph 13-602.ABC.1.1,on page 13.74,latest edition.These"minimum levels of insulation".are not included in the Energy Calculations,but shall be installed in the field. ,7 6) Ceiling insulation R- 30 _(Min.);Material: F floe. 1 S Thickness: 9.5 inch(es): Density: Ib/ft:Mfgr: 17) Walls,partitions and floor/ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls,corridors,stairs,etc.must have a sound transmission class(STC)of not less than 50(penetrations must maintain the required rating). :18) Floor/ceiling assemblies between dwelling units or between_dwellino unitg-and-puolic or service areas such as halls,corridors, stairs,etc.must have an impact insulation class(IIC)rating of not less than 50. Make photocopies of this sheet in your office,as required for future jobs. Installed by: G®,VS775(/(-710 ll!AVC. Insulation Company Name. Insulation Contractor Signature Insulation Contractor CC# Date Certified: O.CJBuilder: Company Name G. .Builder's Signature Building Contractor CC#: 115Z00110 Date Certified: Note:For lightweight Insulating concrete,use appropriate forms,separate from this one. Revised 02-26-2009 I NOTICE OF PREVENTATIVE TREATMENTS FOR TERMITES (AS REQUIRED BY FLORIDA BUILDING CODE (FBC 104 . 2 . 6) SPC SERVICES LLC ADDRESS OF TREATMENT OR LOT / BLOCK OF TREATMENT 41 NW 105 Street;Miami Shores, Florida 33150-1241 11/30/2015 11:00 AM Compressor Sprayer Date Time Applicator Termidor Fipronil 46 Product Used Chemical Used(active ingredient) Number of Gallons Applied 0.06 % 115 Percent Concentration Area Treated(square feet) Linear Feet Treated Soil Treatment—FOLIO# 11-2136-005-0290—FINAL Stage of Treatment (Horizontal,Vertical,Adjoining Slab,Retreat of Disturbed Area) As per 104.2.6—If soil chemical barrier method for termite prevention is used, CORPORATE SEAL final exterior treatment shall be completed prior to final building approval. The building has received a complete treatment for the protection of subterrane- an termite ent is in accordance with rules and laws established by the ,Florida partmen f Agriculture and Consumer Services. If tic for fin exterior treatment, initial and date line below. f, State Of Florida 11/30/2015 J3223017 - SPC SERVICES LLC-305-505-9113—INFORMATION Oe SPCSERVICESLLC.COM APPLICATION #:API15421 STATE OF FLORIDA PERMIT #:13-SC-1551722 DEPARTMENT OF HEALTH DOCENT #:F1990746 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL DATE PAID:O3/O3/2015 FEE PAID:110.00 RECEIPT #:13-PID-2613595 APPLICANT: Corrie Rice AGENT: Empire Engineering PROPERTY ADDRESS: 41 NW 105 St Miami, FL 33150 LOT: 13 BLOCK: 203 SUBDIVISION: ID#: 11-2136-006-0290 CHECKED [X1 ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ 1 [011 TANK SIZE [1] 900.00 [21 [ 1 [271 SURFACE WATER FT [ 1 [021 TANK MATERIAL Polyethylene [ 1 [281 DITCHES FT [ 1 [03] OUTLET DEVICE [ 1 [291 PRIVATE WELLS FT [ 1 [041 MULTI-CHAMBERED [ Y / N ] [ 1 [301 PUBLIC WELLS FT [ 1 [051 OUTLET FILTER Tuf-rite EF-4 [ 1 [311 IRRIGATION WELLS FT [ 1 [061 LEGEND 1. 70-109-20DC3 2. [ 1 [321 POTABLE WATER 6 FT [ 1 [071 WATERTIGHT [ 1 [331 BUILDING FOUNDATIONS 7 FT [ 1 [081 LEVEL [ 1 [341 PROPERTY LINES 7 FT [ 1 [091 DEPTH TO LID [ 1 [351 OTHER FT DRAINFIELD INSTALLATION FILLED / MOUND SYSTEM [ 1 [101 AREA [11 375 [21 SQFT [ 1 [361 DRAINFIELD COVER [ 1 [111 DISTRIBUTION BOX HEADER X [ 1 [371 SHOULDERS [ ] [121 NUMBER OF DRAINLINES 1. 5.00 2. [ 1 [381 SLOPES [ 1 [131 DRAINLINE SEPARATION [ 1 [391 STABILIZATION [ 1 [141 DRAINLINE SLOPE [ 1 [151 DEPTH OF COVER ADDITIONAL INFORMATION [ 1 [161 ELEVATION [ ABOVE / BELOW IBM 24.36 [ 1 [401 UNOBSTRUCTED AREA [ 1 [171 SYSTEM LOCATION [ ] [411 STORMWATER RUNOFF [ l [181 DOSING PUMPS [ l [421 ALARMS [ 1 [191 AGGREGATE SIZE [ 1 [43] MAINTENANCE AGREEMENT [ 1 [201 AGGREGATE EXCESSIVE FINES [ 1 [441 BUILDING AREA [ 1 [211 AGGREGATE DEPTH [ 1 [451 LOCATION CONFORMS WITH SITE PLAN FILL / EXCAVATION MATERIAL [ l [461 FINAL SITE GRADING [ 1 [221 FILL AMOUNT [ l [471 CONTRACTOR Jorge Millan(Empire Engine [ 1 [231 FILL TEXTURE [ l [481 OTHER ADS ARC 24 [ 1 [241 EXCAVATION DEPTH ABANDONMENT [ l [251 AREA REPLACED [ l [49] TANK PUMPED [ 1 [26] REPLACEMENT MATERIAL [ 1 1501 TANK CRUSHED 6 FILLED Comments: Comments are on page 2. CONSTRUCTION [ APPROVED / Dade CHD DATE: 09/15/2014 DISAPPROVED Engineering Specialist II Nicole P Gumbs(Dade CHD) FINAL SYSTEM [ AppROVED / DISAPPROVED Dade CHD DATE: 03/12/2015 Engineering Specialist II Er an a sca epartment of Healthn Dade C (Explanation of Violations on following page) DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1.0.1 AP1154921 EID1651722 i ` APPLICATION #: P1 1 54921 STATE OF FLORIDA PERMIT #:13-SC-1551722 ~ DEPARTMENT OF HEALTH DOCUMENT #:F1990746 ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVALWE DATE PAID:O3/O3/2015 FEE PAID: 110.00 RECEIPT #:13-PID-2613595 Violation Number Comment Comments 25 arc 24 chambers;375 sf DF;tut-tite ef-4 filter 5 drainlines 5 chambers each 42+inches of sandThe system is sized for 3 bedrooms with a maximum occupancy of 6 persons(2 per bedroom),for a total estimated flow of 300 gpd. DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Database v 1,0.1 AP1164921 EID1581722 Mario avarhoff p.a. reg. no.AR94947 December 15,2015 Final Letter of Compliance Owner: Mrs. Corrie Rice Address: 41 nw 105 st. Miami Shores. Fl. 33150 Permit number: RC-7-14-1650 From:Arch.Mario Averhoff To:Building Official/Building Chief Inspector 10050 Northeast 2nd Avenue Miami Shores,Florida 33138 Dear Building official/Inspector After onsite inspection,I,Mario Averhoff,P.A.,hereby certify that the as built conditions m connection with existing building permit mentioned above are acceptable and in compliance with approved plans/FBC minimum.standards. If you have any question or need any additional information,please do not hesitate to contact me. Sincerely Arch. 'o verhoff 5555 ne 2 ave suite#2. Miami. F1 p. (786)556-2805*t (786)7031774 marioaverhoff@gmail.com CONSULTING GROUP.CORP FIELD DENSITY TEST OF COMPACTED SOUS ASTM D-6938-08a Date:August 24,2015 GEOTEC No. D-150821-313 PROJECT: REAR ADDITION AT: 41 NW 105 ST MIAMI SHORES,FL MOISTURE DENSITY RELATIONSHIP(MODIFIED PROCTOR)ASTM D-1557-07 GAUGE SERIAL MAR.DRY OPTIMUM SOII.DE;4CRIPT[ON No. DENSITY MOIST. /o, 62691 FINE SAND 105.1 9.1 REQUIRED COMPACTION(%) 95% TEST DEPTH PENETRATION(INCHES) 12 ORGANIC% NIA MATF.RL&L ON SITE BACKFILL SUB-BASE BASE B PAD B.SLAB X LIFT FINAL EXC. IMPORT X SOURCE OTHER ., DENSITY TEST RESULTS TEST LO(A?CHINS FIELL DRY Ta7F•L11(%) FIELD RESULTS Ne. DENSITY MOIST. COMP. 1 LF.i:r SW AREA 100.1 10.4 95.2 PASS 2 CENTM AREA 1013 11 96.4 PASS 3 RIGHT AREA 102.8 9.7 97.8 PASS 4 5 6 7 Siwe Size. ' 2'/a�` 'r 1"/s« 1'� �% '/i' WS" #4 p�O'Poy.j..n_ Sieve 'Sizrb #10 020 #40 #60 00 040: #200 WASHED %pwaing DRY MOISTURE I DENSITY CURVE 110.00 105.00- 1100.00-11 05.001100.0 95.00 c y ubmitted GEOTEC CON G GROUP CORP. 85.00 80.00- 5.11% 9.51% 11.63% 13.83% MOMTURE CONTENT% r Na 56712 State of Florida GEOTECHNICAL,CIVIL&STRUCTURAL ENGINEERS-13093 SW 133 CT.MIAMI,FL 33186-P:(786)319-03551 P:(786)380-0734 garcia5229@bellsouth.net t si �ivt+�iLs SPC SERVICES LLC P.O. Box 452933 Miami, Florida 33245-2933 (305) 505-9113 (786) 234-5861 Email: information@spcservicesUc.com Website: www.spcservicesUc.com Notice of Preventative Treatments for Termites Invoice#: 41NW105ST-0815 Invoice Date: 8/24/2015 Customer ID: 41NWIOSST-0815 Thank You For Your Business Billing Information Address of Treatment or Lot/Block of Treatment Gropius Construction Inc 41 NW 105 Street Attn: Jose Miranda Miami Shores, Florida 33150-1241 786-370-1222 Date Order Number Technician Time of Service Terms 8/24/2015 41NW105ST--0815 Cirilo Gonzalez 6.00 PM Cash/Check/MO Description Unit Price Total Preventative Termite Soil Treatment $175.00 $175.00 Folio # 11-2136-005-0290 Subtotal(Gross) $175.00 Tax Subtotal(Net) $175.00 Amount Paid Balance Due $175.00 Big Enough To Meet Your Needs ... Small Enough To Give Personalized Attention Z:' NOTICE OF PREVENTATIVE TREATMENTS FOR TERMITES (AS REQUIRED BY FLORIDA BUILDING CODE (FBC 104 . 2 . 6) ;,SPS. sR�z SPC SERVICES LLC l ADDRESS OF TREATMENT OR LOT / BLOCS OF TREATMENT 41 NW 105 Street; Miami Shores, Florida 33150-1241 8/24/2015 8:00 AM Compressor Sprayer Date Time Applicator Termidor Fipronil 30 Product Used Chemical Used(active ingredient) Number of Gallons Applied 0.06 % 300 Percent Concentration Area Treated (square feet) Linear Feet Treated Soil Treatment—FOLIO# 11-2136-005-0290—SLAB Stage of Treatment(Horizontal,Vertical,Adjoining Slab,Retreat of Disturbed Area) As per 104.2.6—If soil chemical barrier method for termite prevention is used, CORPORATE SEAL final exterior treatment shall be completed prior to final building approval. The building has received a complete treatment for the protection of subterrane- an termites.Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. If this notice is for final exterior treatment, initial and date line below. State Of Florida 8/24/2015 JB223017 -" r SPC SERVICES LLC-305-505-9113—INrORMATION@SPCSERVICESLLC.com i . NOTICE OF PREVENTATIVE TREATMENTS FOR TERMITES (AS REQUIRED BY FLORIDA BUILDING CODE (FBC 104 . 2 . 6 SPC SERVICES L ADDRESS OF TREATMENT OR LOT / BLOCK OF TREATMENT 41 NW 105 Street; Miami Shores, Florida 33150-1241 8/24/2015 8:00 AM Compressor Sprayer Date Time Applicator Termidor Fipronil 30 Product Used Chemical Used (active ingredient) Number of Gallons Applied 0.06 % 300 Percent Concentration Area Treated(square feet) Linear Feet Treated Soil Treatment—FOLIO# 11-2136-005-0290—SLAB Stage of Treatment (Horizontal,Vertical,Adjoining Slab,Retreat of Disturbed Area) As per 104.2.6—If soil chemical barrier method for termite prevention is used, CORPORATE SEAL filial exterior treatment shall be completed prior to final building approval. The building has received a complete treatment for the protection of subterrane- an termites.Treatment is in accordance with rules and laws established by the , Florida Department of Agriculture and Consumer Services. If this notice is for final exterior treatment, initial and date line below. State Of Florida -: 8/24/2015 JR223017 fMq SPC SERVICES LLC-305-505-9113—INFORMATION@SPCSERVICESLLC.COM mario averhoff p.a. reg. no.AR94947 July 15,2015 Soil Inspection Letter Owner: Mrs. Corrie Rice Address: 41 nw 105 st. Miami Shores. Fl. 33150 Permit number: RC-7-14-1650 From: Arch. Mario Averhoff To: Building Official/Building Chief Inspector 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Dear Building Official/Inspector After onsite inspection,I,Mario Averhoff, P.A.,hereby certify that the exiting soil conditions at the above mentioned address,matches the minimum bearing capacity upon the design is based(2000 psf min.) If you have any question or need any additional information,please do not hesitate to contact me. Sincerely Arch. Mario o 5555 ne 2 ave suite#2. Miami. FI 33137 p. (786)556-2805 o t (786)703 1774 marioaverhoffO-gmail.com mario averhofF p.a. reg. no.AR94947 July 15,2015 As built letter Owner: Mrs. Corrie Rice Address: 41 nw 105 st. Miami. Shores. Fl. 33150 Permit number: RC-7-14-1650 From: Arch. Mario Averhoff To: Building Official/Building Chief Inspector 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Dear Building Official/Inspector After onsite inspection, I, Mario Averhoff,P.A.,hereby certify that the existing as built conditions for the TC rebars in connection with existing building are acceptable and in compliance with approved plans/FBC minimum standards. Portion of the column blocking the exisWmg_window opening are designed to be poured between window sill and TB above only.No ancho a required to the existing foundation. If you have any question or need any additional information,please do not hesitate to contact me. Sincerely Arch.Mario. rh 5555 ne 2 ave suite#2. Miami. FI 33137 p. (786)556-2805•t (786)703 1774 marioaverhoff0mmail.com Miami Shores Village = - � ® Building Department AUG ® 4201'5 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 . �...J� Tel:(305)795-2204 Fax:(305)756-8972 BY _--- ---- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 10 BUILDING Master Permit No. reG -7 - lam&- '1,5® PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ® SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 4 1 1\1 W +c5 s r City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): 6a rrr� K,� Phone#: Address: 41 NW 105 5r City: �'h'ore'6 State: rf Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 'afeyeia5 e- a S-rAC4e.7-10&f 1ai9G Phone#: 79/, X70 dZ� Address: 16011 NW 77 .1-T City: Adim 1, State: Zip: 13 015 Qualifier Name: jQJF_1&• AAi9,&VQA Phone#: 7bk '37o 17-)-2- State Certification or Registration#: 666 6,-_70014- Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ -0 1 a®0CV. ®to Square/Linear Footage of Work: Type of Work: Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition •Description of Work: r3,co1� o� Gov t nu®s �a s block-, r�hcve��wa!!s, $�bciavn, c'osv_-rQ&z slab brass -r- eWalAfn4 , vViya�lo 5, daor ttra�l�,re�sh . Specify color.of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. C lw-- Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of rY� / ,20 , by � IF� day of 20 , by 0,0,60,e Je ce ,who is personally known to �f 1Vkn'6 awho is personally known to me or who has produced - as me or who has produced T,A54-/ a/1 Ce,-7" 'as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 0��lll��°°°�i 1060Q'PSIS t qo '4V e j10TA qp,<- Sign: Sign: Print: Print: v�"/� -fMYComm.EV,, Seal: �Qeelf py'a Notary Public State of Florida N� No.FF 1701 Seal: Joanna M Feliciano r� q My Commission FF 08275yVBUG.••'•NQ vg s� o Expires 0111212018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) A...... mario averhoff p.a. ., reg. no.AR94947 December 17,2014 As built letter Owner: Mrs. Corrie Rice Address:41 nw 105 st. Miami Shores. Fl. 33150 Permit number: RC-7-14-1650 From:Arch.Mario Averhoff To: Building Official/Building Chief Inspector 10050 Northeast 2nd Avenue Miami Shores,Florida 33138 Dear Building Official/Inspector After onsite inspection,I,Mario Averhoff,P.A.,hereby certify that the existing as built conditions for the windows/exterior doors are acceptable and in compliance with approved plans/FBC minimum standards. The use of 2x6 pt window bucks are acceptable. Gen. Contractor to use 1/4"x3-1/4" tapcom screws min.,with a minimum penetration into concrete of 1-1/4". If you have any question or need any additional information,please do not hesitate to contact me. Sincerely Arch:Mario verba 5555 ne 2 ave suite#2. Miami. FI 33137 P. (786)556-2805 o f. (786)7031774 marioaverhoff0lamail.com NOTICE OF PREVENTATIVE TREATMENTS FOR TERMITES (AS REQUIRED BY FLORIDA BUILDING CODE (FBC 104 . 2 . 6 =-SF . SPC SERVICES LLC ADDRESS OF TREATMENT OR LOT / BLOCS OF TREATMENT 41 NW 105 Street; Miami Shores, Florida 33150-1241 10/29/2014 10:00 AM Compressor Sprayer Date Time Applicator Termidor Fipronil 40 Product Used Chemical Used(active ingredient) Number of Gallons Applied 0.06 % 400 Percent Concentration Area Treated(square feet) Linear Feet Treated Soil Treatment—FOLIO# 11-2136-005-0290 Stage of Treatment (Horizontal,Vertical,Adjoining Slab,Retreat of Disturbed Area) As per 104.2.6—If soil chemical barrier method for termite prevention is used, CORPORATE SEAT, final exterior treatment shall be completed prior to final building approval. The building has received a complete treatment for the protection of subterra- nean termites.Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. If this notice is for final exterior treatment,initial and date line below. State Of Florida 10/29/2014 P223017 SPC SERVICES LLC-305-505-9113—INFORMATION U@SPCSERVICESLLC.COM u GEEWTdELC- CONSULTING GROUP.coAP FIELD DENSITY TEST OF COMPACTED SOILS ASTM D-6938-08a Date: October 29,2014 GEOTEC No.D-141029-371 PROJECT: REAR ADDITION AT: 41 NW 105 ST NIIANH SHORES,FL MOISTURE DENSITY RELATIONSHIP(MODIFIED PROCTOR)ASTM W1557-07 GAUGE SERIAL SOIL DESCRIPTION MAX.DRY OPTIMUM Na DENSITY MOIS 62691 FINE SAND 105.1 9.1 REQUIRED COMPACTION(%) 95% TEST DEPTH PENETRATION(INCHES) 12 ORGANIC% NIA MATERIAL ON SITE RACKMI,` SUB-BASE BASE I B.PAD: B SLAB X Urr FINAL EXC. ]WORT ''I X SOURCE OTHER DENSITY TEST RESULTS TEST LOCATIONS FIELD DRY FIELD l%) FIELD(%) RESULTS Na DENSITY MOIST. COMP. 1 LITT SIDE AREA 101.8 9.9 96.9 PASS 2 CENTER AREA 102.4 8.9 97.4 PASS 3 RIGHT AREA 102.4 9.4 97.4 PASS 4 5 6 7 Sieve Size: 3" 2%" 2" lYi' 1" % %a3/8" #4 °/q Passing Sieve shat #10 #20- #40 #60 #80 #140 #200 WASHED %Passing DRY MOISTURE I DENSITY CURVE 110.00 105.00 100.00 vl 95.00 o R °lly S 90.00 GEOTEC CONSULTIN OUP CORP. c - 85.00 0.008 BRi 5.11% 9.51% 11.63% 13.83% ° Professi '� eer 56712 MOISTURE CONTENT k State o do GEOTECHNICAL,CIVIL&STRUCTURAL ENGINEERS-13093 SSU 133 CT.MIAMI,FL 33166-P:(786)319.03551 P:(305)733-14211 P:(786)380.0734 9 9 p@Y eot®c.ggroup@yahoo.com i 1 mario averhoff p.a. reg. o n .AR94947, October 15,2014 Soil Inspection Letter Owner: Mrs. Corrie Rice Address: 41 nw 105 st. Miami Shores. F1. 33150 Permit number: RC-7-14-1650 From: Arch. Mario Averhoff To: Building Official/Building Chief Inspector 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Dear Building Official/Inspector After onsite inspection, 1, Mario Averhoff, P.A., hereby certify that the exiting soil conditions at the above mentioned address, matches the minimum bearing capacity upon the design is based (2000 psf min.) If you have any question or need any additional information,please do not hesitate to contact me. Sincerely Arch. Mario er ff 5555 ne 2 ave suite#2. Miami. FI 33137 p. (786)556-2805 • f. (786)7031774 marioaverhoff gmail.com RF1 ElVE JUL 2014 mado averhoff p.a. y reg. no.AR94947 PAGE V, DATE: July 12,2013 PROJECT: BUILDING REMODELING ADDRESS: 41 NW 105th ST MIAMI SHORES ,FLORIDA 33150 i DESIGN BY:MA •••• .. . ••• o on 0000•• s • • •0000• 0000 • • • • 0000 •• 0 0 0000• 0000•• 0000 0000• •• •• •••• 0000•• 0000•• • •• MARI AVER.HOFF P.A. •• • •••• • REG.No.AR94947 0060 11600 NE 13th AVE Miami, Florida 33161 p. (786) 556-2805 •f. (305)857-8337 marioaverhoffMgmail.com mario averhoff p.a. E reg. no.AR94947 PAGE ii/7 INDEX DESCRIPTION PAGE Wind Loads 1 End Truss reaction 6 . . •••. •••••• .. •.. •••••• •• •••••• • •••• •• •• ••••• • •••••• •••• ••••• •• •• •••• •••••• • • • • •••••• • 11600 NE 13th AVE Miami, Florida 33161 p. (786)556-2805 • f. (305)857-8337 madoaverhoffo_gmaii.com 1/7 MECAWind Version 2 .1 .0. 6 per ASCE 7-10 Developed by MECA Enterprises, Znc. Copyright 2013 ww-mecaenterprises.Com Date :7/12/2013 Project No. Company Name : ALIOSKAR GANEM PE Designed By AG FL 74745 Address : 2801 NE 183rd ST Description City : AVENTDRA Customer Name State : FL. Proj Location File Location: C:\MECANind\Dsfault.wnd Directional Procedure} All heights Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) 175.00 mph Structural Category = IIx E posure Category = C Natural Frequency = N/A Flexible Structure = No Damping Ratio (beta) p,01 Kd Directional Factor = 0.85 = Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt 1.00 Am = 0.15 Bm 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin 15.00 ft Slope of Roof 3.06 : 12 Slope of Roof(Theta) - 14.32 Deg Ht: Mean Roof Ht = 12.00 ft Type of Roof = Gabled RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 9.00 ft OR: Roof Overhang at Eave= 1.00 ft Roof Area = 2910.00 ft^ 2 Bldg Length Along Ridge = 60.00 ft Bldg Width Across Ridge= 45:00-ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht 15.00 ft lzm: Cc*(33/Zm)^0.167 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*( (B+Ht)/Lzm)^0.63) )^0.5 - 0.92 Gust2: 0.925*( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.88 " Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, CC i GCPi Internal Pressure Coefficient - -+J-C.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems 1/7 MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.coni Date 7/12/2013 Project No. Company Name ALIOSKAR GANEM PE Designed By AG FL 74745 Address 2801 NE 183rd ST Description City AVENTURA Customer Name State FL. Proj Location File Location: C:\MECAWind\Default.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3.06 : 12 Slope of Roof(Theta) = 14.32 Deg Ht: Mean Roof Ht = 12.00 ft Type of Roof = Gabled RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.00 ft Roof Area = 2910.00 ft^ 2 Bldg Length Along Ridge = 60.00 ft Bldg Width Across Ridge= 45.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm)^0.167 = 0.23 Lzm: 1* (Zm/33)^Epsilon = 427.06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) )^0.5 = 0.92 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 966906 . • 9999 9999•. Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi••e 0 •••_ •_ .•_ GCPi : Internal Pressure Coefficient Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Syst 6�3 V x 4 Y � ' _1:44Z 0 z xs 2/7 heta h L z � � B B Kh: 2.01* (Ht/Zg) ^ (2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V)^2*I*Kh*Kht*Kd = 56.57 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2910.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 60 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.50 -34.22 -13.86 Side Walls -0.70 -43.84 -23.48 •.•• • • egos 996094 Wall Elev Kz Kzt qz Press Press Total •0�• 000 • •• ft psf +GCpi -GCpi +/-GCpi • • • ------- --------- •so••• •• 6s66e• Windward 15.00 0.85 1.00 56.57 28.28 48.65 62.51 •••••• • • • Note: 1) Total = Leeward GCPi + Windward GCPi • • • • • s66• •• •• goo•• •6o6ss •906 666•• Roof Location Cp +GCpi(psf) -GCpi(psf) •• •• •••• s6•ee9 • ----------------------- ------- ---------- ---------- ••666• • • Windward - Min Cp -0.54 -36.15 -15.78 ; o ; • • oosgi• Windward - Max Cp -0.03 -11.63 8.74 •0080• Leeward Perp to Ridge -0.47 -32.78 -12.42 •6• 6 :•••.: Overhang Top (Windward) -0.54 -25.97 -25.97 6 Overhang Top (Leeward) -0.47 -22.60 -22.60 •••• Overhang (Windward only) 0.80 38.47 38.47 MWFRS-Wall Pressures for Wind Normal to 45 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.43 -31.02 -10.65 3/7 Side Walls -0.70 -43.84 -23.48 wall Elev KZ Kzt qz Press Press Total ft psf +GCpi -GCPi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- Windward 15.00 0.85 1.00 56.57 28.28 48.65 59.30 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 6.0 ft -0.90 -53.46 -33.09 6.0 ft to 12.0 ft -0.90 -53.46 -33.09 12.0 ft to 24.0 ft -0.50 -34.22 -13.86 24.0 ft to 60.0 ft -0.30 -24.61 -4.24 •••• • • ••.• 0 00.0. 0000•• •• 00.00• • 0000•• • • • 0.00.0 ••.• •• •• 000.0 • 00.00• 0000 000.0 •• •• •.•• 000..0 000..0 • • • • • • • 0000•• 0000•• • • . • . • • . 0.00.0 4/7 MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 7/12/2013 Project No. Company Name ALIOSKAR GANEM PE Designed By AG FL 74745 Address 2801 NE 183rd ST Description City AVENTURA Customer Name State FL. Proj Location File Location: C:\MECAWind\Default.wnd t L 1 I L-- Roof not I I 1 t shown t5 12 21 21 t 1 I 1 t I 1 1 I Ial U Ii WAS; Gable Roof 7<0 y=45 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Width of Pressure Coefficient Zone "a" = 4.5 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- TRUSS 2.00 17.33 100.1 1 0.30 -0.80 27.15 -55.44 TRUSS 2.00 17.33 100.1 2 0.30 -1.20 27.15 -78.07 TRUSS 2.00 17.33 100.1 3 0.30 -2.00 27.15 -123.32 0000•• DOOR 3 X 6-8 3.00 6.67 20.0 4 0.95 -1.05 63.74: -�9+40 •••• ••••�• DOOR 3 X 6-8 3.00 6.67 20.0 5 0.95 -1.29 63.74 9•83936 ••• • WINDOW SH 37 X 50 3.08 2.10 6.5 4 1.00 -1.10 66.759ovW2941 ••i ••••i• WINDOW SH 37 X 50 3.08 2.10 6.5 5 1.00 -1.40 66.75..s$J.38 . . . WINDOW SH 37 X 38 3.08 1.60 4.9 4 1.00 -1.10 66.75 .;;2.41 • • ;••••� WINDOW SH 37 X 38 3.08 1.60 4.9 5 1.00 -1.40 66.75000 00000: WINDOW SH 12 X 50 1.00 2.10 2.1 4 1.00 -1.10 66.75 •-72.41 ��:••• WINDOW SH 12 X 50 1.00 2.10 2.1 5 1.00 -1.40 66.75"M:38 •��••• ��•• •• •• 0000 0000•• 0000•• • • • • • • • 0000•• 0000•• • • 0 • 0 • . • 0000•• 0• • 0000 0 • • •••• Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 56.57 psf 5/7 MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 7/12/2013 Project No. Company Name ALIOSKAR GANEM PE Designed By AG FL 74745 Address 2801 NE 183rd ST Description City AVENTURA Customer Name State FL. Proj Location File Location: C:\MECAWind\Default.wnd - � I l 1 Roof n0 I I. shown t5 2 1 ;2 2; t I 1 I �i 2 i- i211S Gable roof7<0 45 a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient Zone "a" = 4.5 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------7--------------------------------------------------------- TRUSS 2.00 17.33 100.1 1 0.30 -0.80 16.29 -33.26 TRUSS 2.00 17.33 100.1 2 0.30 -1.20 16.29 -46.84 TRUSS 2.00 17.33 100.1 3 0.30 -2.00 16.29 -73.99 0'0'00 DOOR 3 X 6-8 3.00 6.67 20.0 4 0.95 -1.05 38.25: -$%64 •••• ••••0• DOOR 3 X 6-8 3.00 6.67 20.0 5 0.95 -1.29 38.25 ••50!02 ••• • • WINDOW SH 37 X 50 3.08 2.10 6.5 4 1.00 -1.10 40.05••94.3.45 ••0 ••••i• WINDOW SH 37 X 50 3.08 2.10 6.5 5 1.00 -1.40 40.05**40063 • WINDOW SH 37 X 38 3.08 1.60 4.9 4 1.00 -1.10 40.05 0Cj3.45 • • 0000; WINDOW SH 37 X 38 3.08 1.60 4.9 5 1.00 -1.40 40.05••-�03t63 0••••i 0000• WINDOW SH 12 X 50 1.00 2.10 2.1 4 1.00 -1.10 40.05 -43.45 0 WINDOW SW 12 X 50 1.00 2.10 2.1 5 1.00 -1.40 40.0500-*-MZ63 0•••00 000•0• •• 00 •000 0000.0 • 000.0• • • • • • • 0000.0 •0.00• • • • 00.0.0 0 00.0 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf 6/7 PROJECT: SUBJECT: STRAP DESIGN ADDRESS: DATE: SHEET No. DESIGN BY: Eta OF STRAP DESIGN BASED ON ASCE 7-10' ENTRY DATA STRAP 1: Wind Pressure 78.1 psf(ULTIMATE) DEAD LOAD 25 psf LIVE LOAD 30 psf L1 0.00 ft GRAVITY NA L2 17.33 ft UPLIFT NA L3 0.00 It STRAP 2: JOIST SEPARATION 241n AL.GRAVITY(1) NA N/A AL.UPLIFT(1) + NA N/A AL.GRAVITY(2) NA N/A GRAVITY NA AL.UPLIFT(2) + NA N/A UPLIFT NA GRAVITY = D + L L TOTAL 17.33 ft REACTION 9 Span 8.67 ft Gravity 953.2 Ib 1 2 0.6 D 10 psf L1 L2 L3 0.6 W 46.9 psf L TOTAL Net Uplift -638.8 Ib sees • s sees **sees 0.6D + 0.6WIf��• • •e• • • REACTION NET UPLIFT — • .... .. ....... Span 8.67 ft ••: • • • • Gravity 953.2 Ib e e •+ 0.6D 10 psf sees •• • see 0.6W 46.9 psf •eee•s, ••e• •e•s• Net Uplift -638.8 Ib •• •" 0000 '000;0 L1 L2 L3 • L TOTAL e • e • ••••e• • 0000 1 � 7/7 PROJECT: SUBJECT: STRAP DESIGN ADDRESS: DATE: SHEET No. DESIGN BY: EO OF STRAP:DESIGN BASED ON ASCE 7-10 ENTRY DATA STRAP 1: Wind Pressure 78.1 psf(ULTIMATE) DEAD LOAD 25 psf LIVE LOAD 30 psf L1 0.00 ft GRAVITY NA L2 17.33 It UPLIFT NA L3 0.00 It STRAP 2: JOIST SEPARATION 30 in AL.GRAVITY(1) NA N/A AL.UPLIFT(1) + NA N/A AL.GRAVITY(2) NA N/A GRAVITY NA AL.UPLIFT(2) + NA N/A UPLIFT NA GRAVITY = D + L L TOTAL 17.33 It REACTION 1 Span 8.67 It Gravity 1191.4 Ib 1 2 0.6 D 10 psf L1 L2 L3 0.6 W 46.9 psf L TOTAL Net Uplift -798.5 Ib sees s • • • 9999 9099.• REACTION NET UPLIFT = 0.6D + 0.6WINTI '. Span 8.67 ft . •; • • e Gravity 1191.4 Ib "'•" 0.6D 10 psf 0090•6 `99'• •••s. 0.6W 46.9 psf 1 •.•.•.� 9999 w•i••0 Net Uplift -798.5 Ib x •••0 9999•• L1 2 •�• L3 •• L TOTAL ' ' • 9000• • • • • • •• • 9099 • • • 9099 Du-P Seat Trus Ys t1nchor.They m aalsaW to awl kWd and qM fiffeft HOldtii lryVMc MMP RIVCW TrM lSfldW..They m dommud of 14 sup$ill The sbv is meed14 pe ad and dw of2O 9W steel. The assts are Mab Of20 steel. UPLIFT UPLIFT r� a = +'^•AL1 f • �•+Ll • 'r Ann* Dhaeadm Tat dNa TOM of pfadm fig ' a Bad� Agrtble La 6 ft � oYFmk" Pi In Cide In lOds " lOda Li L2 la tea Onps 200&$W a e e a � LI L2 NV9'!!Al2 12 3. 6 1016 700 10o NV1[fAl2 12 10 6 1506 1766 1840 1450 6 6 1141 750 1144 12 6 1691 W 1181 ml NVBTAI6 7 6 I= = 1239 NV�16 � 14 6 1N9 2201 1812 1812 NV81:A20 20 8 6 1831 887 i885 NVRTA20 26 16 6 2071 2421 1444 1994 NV83'M 22 9 6 1426 910 1490 i8 6 3o 2W 1673 2175 IiVmA4t 92 N� "'rang-Opm NV8TA24 24 NV�Ayi 34 1.Na�e•m yfamwodowna*imdo*S ladslaft 3 tieemf•6,�eatl twdh� Amiweib Ow � 3.N�trdnmuhaDnBmttbme6mtmeepla�. 4.Foga> dushm6 "l. 5 Fmk%tw W b*, , "WSMp L 6.1i�ed oa sem.2900 pd aeara. FL REO. 1 12841AX (COAL) N1 vue rte.,I . •• ••• • c • • • •• 0ptICltgllp 18123 LAMM CREEK LANE 1038-1059 Rd 29 SNO • • • • • • • • • 1Lt � • • •♦ • • • • • � �eyp�. HOU8'fON, 1X 77088 Histmb,PimEan13013 � •• • • • • ••• • � 694-0097 • • • • • • • • • FAL On 044398 •• ••• •• • • e •• TEM AND TM RATH Atm eta' i •i• ••• ••e i e•• N7U-1 Feb 18, 2Of4 000 900 0 • • • • • • • • • • • •• •• • • • •• •• I • , q a s Deep Seat Truss Anchor..They are designed to reist lateral and uplift fes. Holden Double Strap Riveted Truss Anchor..They are designed of 14 gauge sisal The strap is made of 14 gauge steel and the seats of 20 gauge Steel. Plates to resist lateral and uplift forces. The seats are made of 20 gauge steel UPLIFT UPLIFT nistachord" .S, �` •V,v Teves Pleb r.�ee,�y.� b. chord 1 to w ., t. d !�►Lt I a. Assembl 1 Product Dl T esteaa Tot astai .of Assembly Db Total No. TotelNaof Code ( g ) of m Strap Fa s is A1lowableLeads(lbs) p�� H ofFas wars Fashmers InAllow"Loads mss) Shap 80at U Code (jiChee) in two 20 CSA.Feat 6 5 6 6 1tMa " _10d6l#" B� Ll L2 10d " 10d " Upli$ Uplift Ll 12 NV8TA12 12 5 6 1046 700 1049 NVHrAl2 12 10 6 1506 1766 1050 1450 6 6 1141 760 1144 12 6 1695 1987 1181 1631 NVOTA16 16 7 6 1236 823 1239 �TA16 16 14. 6 1883 2208 1312 ISi2 NV8TA20 20 8 6 1331 887 1335 NVHTA20 2i1 16 6 2071 2429 1444 1994 NVBTA?2 22 9 6 142b 950 1430 18 6 2259 2649 1575 2175 NVHTAZ2 � Notes: NVSTA24 24 24 1.Nails aw neQ+sasaty in attars and sort to achieve,desin8 loads. 2. Seo ate 6, 1 foroomhi�loadh� 3.Nates Ihto*chords abate notfetoe the hues ptates. 4.'Fargen%xd=tes,see shed 1. 5.Forhigherupiiitloads,mmotete shall lm 3000 psi. 6. Bated on min.2500 pal conmete. VIRN N. TOLAT,-PE{CIVIL) FL. REG. # 122847 Nu-Vue mvttaotxr , Mewtr 15123 LANTERN CREM LANE 1033.1059 Bast 29 street HOUSTON, TX 771168 IIilea1t,1401ida330I3 Ampftwxe 7 Few(305)694-M-M e _ TMM AND TOP PLATS ANCHM 0, Mwet rw. t 3t t3 NU-1 2 of 4 Feb 18,2,008 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: NEW ADDITION MIAMI SHORES Builder Name: Street: 41 NW 105th ST Permit Office: City,State,Zip: MIAMI SHORES,FL,33150- Permit Number. Owner. Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Addition 9. Wall Types(1804.0 sgfL) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=3.0 1294.70 ft2 b.Concrete Block-Int Insul,Exterior R=5.1 509.33 ft2 3. Number of units,if multiple family 1 c.N/A R= ft' 4. Number of Bedrooms(Bedrms In Addition) 3(0) d.WA R= ft' 5. Is this a worst case? No 10.Ceiling Types (1800.0 stift.) Insulation Area a.Under Attic(Vented) R=19.0 1360.00 ft2 6. Conditioned floor area above grade(W) 1800 b.Under Attic(Vented) R=30.0 440.00 fl? Conditioned floor area below grade(ft2) 0 c.WA R= ft' 11.Ducts R ft2 7. Windows(305.6 sgft) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 60 a. U-Factor Sgl,U=0.65 305.62 fl' SHGC: SHGC=0.30 b. U-Factor. N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 42.0 SEER:16.00 c. U-Factor. N/A ft' SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a.Electric Strip Heat 42.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 1.017 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems-Aftemative(New) 8. Floor Types (1800.0 sgfL) Insulation Area a.Electric Tankless Cap:1 gallons a.Raised Floor R=1.0 1360.00 ft' EF:0.920 b. Conservation features b.Slab-On-Grade Edge Insulation R=0.0 440.00 ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.170 Total Proposed Modified Loads: 44.06 PASS Total Standard Reference Loads: 55.87 I hereby certify that the plans and specificatfons.covered by Review of the plans and •••• 04'1'B�sTgp� see** this calculation are in caplianc�e with the Florida E engy specifications covered by this •••• t�ti►r O '. Code. calculation indicates compliance • vjy rs„ '% 0l� * •• with the Florida Energy Code. PREPARED BY: Before construction is completed ••• • DATE: this building will be inspected for •• i'�jj,j' • compliance with Section 553.908 s 0* " • •• •• r I hereby certify th thi$bui ding,as designed,is in compliance Florida Statutes. •••••• +tc �g �: with the Florida Energy Code. • OD ' OWNER/AGENT: BUILDING OFFICIAL: - • DATE: DATE: sees :sees - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checldlst 7/16/2013 9:32 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 IIL PROJECT Title: NEW ADDITION MIAMI SHO Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1800 Lot# Owner: Total Stories: 1 Block/SubDMsion: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 41 NW 105th ST Permit Office: Cross Ventilation: County: Miami-Dade Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, 33150- New/F,dsting: Addition Comment CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp vDesign Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 1800 14400 SPACES Number Name Area Volume IGtchen Occupants Bedrooms InfilID Finished CTed Heated 1 Main 1360 10880 Yes 5 2 1 Yes Yes Yes 2 Master Bedroom 440 3520 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main r — 1360 ft2 1 0 0 1 2 Slab-On-Grade Edge Insulatio Master Bedroom 64 ft 0 4401112 — 0 0 1 ROOF / Roof Gable Roof Solar SA F�rtli�t Emitt••.0&* PJWI&. • # Type Materials Area Area Color Absor. Tested •• • Tested• Insul. (deg). • •• •••• • 1 Gable or shad Barrel ble 1855 ft2 224 ft2 Light 0.96 No "'b'� No • 3 M4 • ATTIC •••• •• •• •••• # Type Ventilation Vent Ratio(1 in) Area RBS :Rw: • • 1 Full attic Vented 300 1800 ft2 N . N ePee ' • • • • 0000 7/16/2013 9:32 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 19 1360 ft2 0.11 Wood 2 Under Attic(Vented) Master Bedroom 30 440 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below arnt 10 Wall Type R-Alshis Et In Et In Area 1 S Exterior Concrete Bk)ck-Int Insul Main 3 10 9 8 86.0 ft2 0 0.75 0 2 E Exterior Concrete Block-Int Insul Main 3 3 8 24.0 ft2 0 0.75 0 _3 S Exterior Concrete Biotic-Int Insul Main 3 9 8 8 77.3 ft2 0 0.75 0 4 W Exterior Concrete Block-Int Insul Main 3 4 8 32.0 ft2 0 0.75 0 _ 5 S Exterior Concrete Block-Int Insul Main 3 16 8 8 133.3 ft2 0 0.75 0 6 E Exterior Concrete Block-Int Insul Main 3 4 8 32.0 ft2 0 0.75 0 7 S Exterior Concrete Block-Int Insul Main 3 14 8 8 117.3 ft2 0 0.75 0 _8 E Exterior Concrete Block-Int Insul Main 3 28 10 8 230.7 ft2 0 0.75 0 _ 9 E Exterior Concrete Block-Int Ins aster Bedro 5.1 25 2 8 201.3 ft2 0 0.75 0 _10 N Exterior Concrete Block-Int Ins aster Bedro 5.1 17 4 8 138.7 ft2 0 0.75 0 _11 W Exterior Concrete Block-Int Insfillaster Bedro 5.1 21 2 8 169.3 ft2 0 0.75 0 12 N Exterior Concrete Block-Int Insul Main 3 24 4 8 194.7 ft2 0 0.75 0 _13 W Exterior Concrete Block-Int Insul Main 3 4 8 8 37.3 ft2 0 0.75 0 _14 N Exterior Concrete Block-Int Insul Main 3 10 1 8 80.7 ft2 0 0.75 0 15 W Exterior Concrete Block-Int Insul Main 3 31 2 8 249.3 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main Wood 0.460000 3 6 8 20 ft2 WINDOWS Orientation shown is the entered,Pmposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Sh de Screening 1 S 3 Metal Single(Clear) Yes 0.65 0.3 12.8 ft2 1 ft 4 in 1 ft@0 in • Drape&I;* s 0 Nogg.. 2 W 4 Metal Single(Clear) Yes 0.65 0.3 11.1 ft2 0 ft 8 in 1 ft,ft 'Drape"Itn0s: None • 3 S 5 Metal Single(Clear) Yes 0.65 0.3 46.4 ft2 0 It 8 in 1 ft 0 in• Drapes/blinds' NoStt" ' 4 E 6 Metal Single(Clear) Yes 0.65 0.3 11.1 ft2 0 ft 8 in 1 ft 41p•• Drapestblinds, Nie.• • 5 S 7 Metal Single(Clear) Yes 0.65 0.3 6.9 ft1 ft 4 in 1 ft 2 Ih'• Drapes,9blindse None•• 6 E 8 Metal Single(Clear) Yes 0.65 0.3 25.7 ft2 0 It 8 In 2 f�$n': Drapes%&%. N&%.- 00%0 7 E 9 Metal Single{Clear) Yes 0.65 0.3 9.8 ft2 0 ft 8 in 1 fj 2 jR Drapes/blinds None • 8 E 9 Metal Single(Clear) Yes 0.65 0.3 25.7 ft' 0 ft 8 in 1 R 2 in : Drapes/blin4s Ngrpo ; 9 W 11 Metal Single(Clear) Yes 0.65 0.3 33.3 fl? 1 ft 4 In 1$0 i% Drap&MInds Nene 10 N 12 Metal Single(Clear) Yes 0.65 0.3 56.9 ft2 1 ft 4 in 1 ft 2 in Drapes/titinas None 11 N 12 Metal Single(Clear) Yes 0.65 0.3 33.3 ft2 1 ft 4 In 1 ft 0 in Drapes/blinds None 12 W 13 Metal Single(Clear) Yes 0.65 0.3 10.4 ft2 1 ft 4 In 1 ft 2 in Drapes/brinds None 13 N 14 Metal Single(Clear) Yes 0.65 0.3 6.9 f12 1 ft 4 In 1 ft 0 in Drapes/blinds None 14 W 15 Metal Single(Clear) Yes 0.65 0.3 15.3 ft2 0 ft 8 in 1 ft 4 in Drapes/blinds None 7/16/2013 9:32 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2360.7 129.60 243.73 0.3450 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 42 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:16 42 kBtu/hr 1260 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.92 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Carl # Company Name System Madel# Collector Model# Area Volume FEF None None ft' DUCTS —Supply— —Return— Air CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler CWNM5 OUT QN RLF Heat Cool 1 Attic 6 60 ft' Attic 25 ft' Default Leakage Main cim (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar Apr May [X�Jun njul Jul n Auge ]Oct [ ]Nov [ ]Dec HeatinJan Feb Mar f Pr E May I ]Jun Jul AuMSep E]Oct [X]Nov [X)Dec VentingJan Feb Mar [X)Apr [ May [ ]Jun Aug Se [X]Oct [X]Nov [ ]Dec • • 0000 0000.• •• • ••0 • . • • . 0000•• •• 0000•• • 0000.• � • • sees* 0•.0.0 0000 •• •• 0000• 0000.• • • 0000 0000• • • • *0000 0000 0000.• •00.00 • • 0000.• 0000.• • • • •0000• •• • 0000 • • 7/16/2013 9:32 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 •••• 640 i • • •• • •♦• •••••• ♦ • •♦♦• 7/16/2013 9:32 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 41 NW 105th ST PERMIT#: MIAMI SHORES, FI-, 33150- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfmJsq.ft. Testing or visual inspection required. Fireplaces:Basketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts,air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2+accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics,crawlspaces,garages or outdoor,%adjacen! •• g•• to pools or spas. goo '..' • Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepovt -Clip.)of= 1 •• &Spas HP shall have the capability of operating at two or more spee0s. Spas, • •. and heated pools must have vapor-retardant covers or a l} id'coverlgr.4 • other means proven to reduce heat loss except if 70%of#veli from .... •• 0• site-recovered energy. Off/timer switch required. Gas heetemminimuai... .. • , thermal efficiency--78%(82%after 4/16/13). Heat pump2tog"lers . • minimum COP=4.0. ' • • • **oboe Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficifticrbCper :•. .: Tables 503.2.3. Equipment efficiency verification required. Special ;• equipment occasion doling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 7/16/2013 9:32 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 Residential System Sizing Calculation Summary Project Title: 41 NW 105th ST NEW ADDITION MIAMI SHORES MIAMI SHORES, FL 33150- 7/16/2013 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb 78F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 19 F Total heating load calculation 23031 Btuh Total coollina load calculation 37668 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity %of talc Btuh Total(Electric Strip Heat) 182.4 42000 Sensible(SHR=0.75) 106.7 31500 Latent 129.0 10500 Total 111.5 42000 WINTER CALCULATIONS Winter Heating Load for 1800 uvaac3s, Load component Load %Vmdowa(, %) Window total 306 sgft 3973 Btuh Wall total 1478 sgft 4850 Btuh Door total 20 sgft 184 Btuh Ceiling total 1800 sgft 1436 Btuh Floor total See detail report 8951 Btuh Infiltration 132 cfm 2914 Btuh Duct loss 723 Btuh Waft(21 <) Subtotal 23031 Btuh Flao.acssr> Ventilation 0 cf n 0 Btuh TOTAL HEAT LOSS 23031 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1800 Load component Load Window total 306 sgft 6887 Btuh sees Wall total 1478 sgft 4608 Btuh • •..• 000..0 Door total 20 sgft 204 Btuh ••• 000 0 •• Ceiling total 1800 sgft 2369 Btuh Lataaturtamaa,o%D 840000 '•: •..•.• Floor total 6697 Btuh Infiltration 99 ch 2076 Btuh ,•' 0• :"'•; Internal gain 6010 Btuh °�6a"t' > •"•` •• •• ....• Duct gain 679 Btuh coag:")•• 00:00* Sens.Ventilation 0 cfm 0 Btuh .. \ � •• 0000 000000 Blower Load 0 Btuh a„Cft0%, •••••• ' - Total sensible gain 2.9528 Stuh �va�c ..:. ••••:• Latent gain(ducts) 322 Btuh • ' • Latent gain(infiltration) 3918 Btuh b�c, D r+ • ::00 '••••' 000 Latent gain(ventilation) 0 Btuh Caarst,%D Flaora(185A) Latent gain(intemalloccupantstother) 3900 Btuh Total latent gain 8140 Btuh TOTAL HEAT GAIN 37668 Btuh EnergyGauge®Sys n mg •,y 8th Ed'fiion PREPAkED BY: CifAp r .w✓e DATE: EnergyGauge®/USRFZB v3.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index,the more efficient the home. 41 NW 105th ST, MIAMI SHORES, FL, 33150- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-int Insul,Exterior R=3.0 1294.70 ft' b.Concrete Block-Int Insul,Exterior R=5.1 509.33 ft' 3. Number of units,if multiple family 1 c.WA R= ft' 4. Number of Bedrooms 3(0) d.WA R= ft' 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=19.0 1360.00 ft' 6. Conditioned floor area(ft') 1800 b.Under Attic(Vented) R=30.0 440.00 ft' 7. Windows" Description Area 11.c.NIA R= e R ft' a. U-Factor. Sgl,U=0.65 305.62 ft' a.Sup:Attic,Ret:Attic,AH:Main 6 60 SHGC: SHGC--0.30 b. U-Factor. N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor. WA ft' a.Central Unit 42.0 SEER:16.00 SHGC: d. U-Factor. N/A tt2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 42.0 COP:1.00 Area Weighted Average Overhang Depth: 1.017 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems-Altemative(New) Cap:1 gallons a.Raised Floor R=1.0 1360.00 ft' a.Electric EF:0.92 b.Slab-On-Grade Edge Insulation R=0.0 440.00 ft' c.WA R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building T>SiESi' Construction through the above energy saving features which Will be installed (or exceeded) . • 04 in this home before final inspection. Otherwise,a new EPL Display Card will be completed .. �a�',,, % __�.,,,.` •. based on installed Code compliant features. ..• �,,,,, - -�i'� o • Builder Signature: Date: Address of New Home: l �� t'd fd/Y1j4K Ztp: ��t r� ..... +j�c ` r v�'��.:see ..' • *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy-efficient '••••• mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the Energy43ule Hotting at 1321) .... 63&1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified R4tpj§. or information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software i d MIAMaIDADE MIAMI DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11845 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NO'T'ICE OF ACCEPTANCE (NOA) wmv,miamldade m/economy Trulite Window&Door Solutions,LLC 8130 NW 74th Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In MIami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform In the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER 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"1700 Impact View"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W03-105,titled"Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03 with revision H dated 12/23/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this MOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0118.17 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. is mann cous�rr NOA No.13-0430.09 t 1 Expiration Date: April 29,2019 Approval Date: August 1,2013 Page 1 Trulite Window&Door Solations,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6,prepared by Al-Farooq Corporation,dated 11/19/03, with revision H dated 12/23/11,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0118.17) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3822,dated 07/10/03,signed and sealed by Joseph C.Chan,P.E. (Submitted under NOA#05-0311.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram aluminum horizontal sliding window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-43329 dated 12/09/04, signed and sealed by Edmundo Largaespada, P.E. (For Reference Only-to qualify glass types C& D). (Submitted under NOA##5-0311.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with. FBC 2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 12/01/08, 09/03/10 and updated on 01/04/12,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA #12-0118.17) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dads Department of Regulatory and Economic Resources(RER) Jaime D.Gasco ,P.E. Product Control Section o Supervisor NOA No.13-0430.09 Expiration Date: April 29,2019 E-2 Approval Date: August 1,2013 I Trulite Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company for their "Saflex Clear and Color Glass Interlayers"dated 05/28/13,expiring on 05/21/16. 2. Notice of Acceptance No. 11.0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest,dated March 19,2013,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with the FBC-2010, and of no financial interest,dated January 4,2012,signed and sealed by Javad Ahmad,P.E. (Subinitted under previous NOA#12-111817) G. OTHER 1. Notice of Acceptance No. 12-0118.17, issued to Trulite Window & Door Solutions, LLC for their Series "1700 Impact View" Aluminum Single Hung Window—L.M.I., approved on 03/15/12 and expiring on 04/29/14. Jaime D.Gase n,P.E. Product Control Section Supervisor NOA No. 13-0430.09 Expiration Date: April 29,2019 B-2 Approval Date: August 1,2013 FALSE MUNTM FALSE MUNIMS 7'Max 33'MAX. � 71 �) SfBE uTow— M (SURFACE USED CD CORNERS A T 0 tea e ANCHOR AT� ii ii Mm sun it S CHAIN FOR G - SS S FOUR Y 8 r FS d1�6R IL II I1 n 11 II �� pp Op I4 if I zd a 11 11 � Itit 71 SILL wx is lLax. WINDOWS WRHOUI 47 1/4' Z. CORNERSL SQL ANCHORS OZ OPO. FOR C ACIM SO 1/w ANCHORS D.L.1/4'2WINDM 47 <8 Ad�� IO IA- WINDOW VENTSEE Sw 3 r 531 J8v FOR CAPCAPACITIESr VENT WIDTH WIDTH TYPICAL ELEVATION s3 1/e" WINDOW WIDTH TESTED UNIT s tLES-1700 DWACT ViEti4 ALUMINUM SIlVGLL HUNG '{4IND0�' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2& 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI—DADS OOUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS --- IN BETWEEN. - . .. -.. ..'-. - --- - - PRODUCT RENEWED LOWER DESIGN PRESSURE FROM W24DOWS OR MULLION APPROVAL us comllon,mitt fbo Wmi U WILL APPLY TO ENTIRE SYSTEM. BuMIag Cmh Acccp,ancc nu THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 4alt• � REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY m a m HURRICANE ZONE(Hvw). IN. DwloPfodaal@oatitll LWOOD OADS TO KST14BYfR11HEIM.MUM BE ANCHORED PROPERLY TO TRANSFER y, THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. ' TF9 G UAO T ANCHORS HORS SHALL BE AS MATERIAL SPACED AS SHOWN ON DETAILS,ANCHORS SHUTTERS ARE NOT REQUIRED. ow }o71D94 Iron !?l�Lde T M EMBEDMENT TO BASE MATERW.SHALL BE BEYOND WALL DRESSING OR S-IUCCO. .. �coft � ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE CAN, AcMtam No NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �-1120 dmwing no. MATERALSINM CONTE WITH OING BUT SER DISSIMILAR ITEDTO HALL ME THE COME W03-105 REQUIREMENTS OF THE FLORIDA BLOC.CODE SECTION 2003.8.4. sheet i cf 8 EQUAL In=WIDOWS UNEQUAL LITES WWOWS �4 u DESIGN LOAD CAPACITY-POP BMW LOAD CAPACITY--MY GLASS TYPES GLASS TYPES WOMOW DIMS. A','C' OR'D' WINDOW DIM 'A', 'C'OR'D' i WioTH HEIM E t.(+) TPA.(-) WIDTH HEIGHT EXr4+) tNT.(-) 19-1/8" 90.0 140.0 19-1/8' 800. 140.0 x M�� -! 29-1/2' SOA 140.0 28-1/2' 90.0 I40A 32' 94.0 140A 3Y 90.0 140.0 3r 24 900. 140.0 37' 50-lir 18 (a) 900. 140.0 42• 900. 140.0 42• {5) 90.0 140.0 $ 48" BOA 140.0 W 8 a s3-1/9° 80.0 14.00 8.4�1/a' 900. 1�.8 f g 19-1/e' NA 140.0 19-1/8' s0.0 140.0 Q 29-tf2• 90.o 140.0 26-1/2' 90.0 140A 32° 9oA 140.0 32° 83' 90.0 140.0 37• 38-3/8° 94.0 140A 3r (6) 90.0 140.0 42' (a) 840. 140.0 4z' 90.0 140.0 p� 1 48° 90.0 140.0 19-1/8' 74-1/a• �'o 140.0 s3-1/6' 90.o 127.1 26-V2• 90.0 144.0 t9-t/8• 940. 140.0 32' 1 1 90.0 1 140.0 28-1/2" 80.0 140.0 •NO. IN PARENTHESIS INDICATE 3Y 80-6/8' 900. 140.0 ND.OF ANCHORS PER JAMB. 37' 90.0 140.0 42' (6) 900. 140.0 48' 900. 14MO 53-1/e' 90.0 139.7 19-1/8" 90.0 140.0 26-1/2' 90.0 140.0 WINDOWS WITHOUT � a� 32' 90.0 140.0 SIId, ANCHORS •� M 3Y BOA 140.0 n 4r (a) 9" 14W 48- 90.0 128.8 3/16°APDL GLASS 3/18'HEAT STM'D GLASS 3/18'HEAT SIRWO� � Z .094°PO IPMIUAYER A90'M INTERLAYER Z91 _ a3-t/6' 900. 118.2 .096"iNnWAYER SAFLEX/KEEPSAFE MUM SAF L.EX/JCfEPSAFEE NA�9DI •OUPONI iillfAt2TE PVa 19-1/8• 90.0 144.0 BY`SOLUM' 8Y'SOlA17IA.' �� 26-1/2° 900. 140.0 3/t6°APiN.MASS 3/18°HEAT SIREN'0 MASS 3/16°FiFAT SiRLi4b CLASS 32' 90.0 140.0 g BULB VINYL aD"VINYL SULs VINYL 37' 7�;4r 90.0 N14O.0 F YM-622 L� YH^622 YH-822 42" 90.0 S"OOKE S3 SUCONE ¢ SILICONE 4s' solo GE 2a LNG 1199 D G 1199 `� 240 1198 00 63-1/s• 90.0 ^ MOREHEAD 8731 � � ! �94EEE MORDM 6731 �GE 2500 lei 1 . V REREAD 573142• �, 900. R48" 90.0(� 90.0 90.0 14U_ 449' 74(7) 900. 1274 63-1 e° (� THEGOA 116.0 GLASS TYPE 'A' GLASS TYPE 'C' GLASS TYPE 'D' � N0. W PARENTHESIS fNDICATE NO. OF ANCHORS PER JAMB. w c a x GLAZING OP IT ON$ i = PRODUCrREVISHO PRODucrltun veo RA.PEE**7o69z wPo�4roFbdda W1�tyCDdQ x81art ', OAN.' 8 A No } AcupwtvNo/3,*Y3a. NOTE: a10-° �fI GLASS CAPACITIES ON THIS SHEET ARE By 4 BASED ON ASTM E13OO-04 (3 SEC. GUSTS) 1 2012 drawing no. mtD' I +t td AND FLORIDA BUILDING COMMISSION W03-105 DECLARATORY STATEMENT DCAO5-DEC-219 sheet 2 of 8 DMM LOAD CAPACITY-P& DffiON LOAD CAPACM-Pim 7/ GLASS TYM GLASS TYPM wnmoW Dw. A. 'C' OR'D' WMOW UMM. I 'A', 'C'OR'D' G a Fit z ^a 7 TH HEM 0"40 1NL(-) VIM NNW FxL(+) INT.(-) \d�5 z 3 19-1/8° 90.0 140.0• 18-1/8' 90.0 1440 = _ n WA 140.0 0.e-1/a° s0A 1440 32' s0.0 140.0 32 90.0 140.0 37' 80.0 140.0 T/' >40^s/8° M 140.0 42" (4) 90.0 140.0 4r ($) 94o 14U a 48' to 1440 48" 90.0 1440 17 93`1/8' W4 140.0 SS-1/8° 90.0 1440 jAf�g4 19-1/8' 90.0 140.0 19-1/e' 90.0 140.0 g 20-1/2' 90.0 140.0 28-1/2' 00.0140.0 td•' A#$ 32* 0.0 9D.0 1432' 83' 90A 140.0 0.p 37" 39-3J8 96.0 140.0 37' (e) 90.0 140.0 4r (4) 80.0 1440 42'• i0 140.0 g 48" 90.0 140.0 19-1/8• 90.0 140.0 '8J-1/8' a" 140.0 29-1/2° 74-rJ4• 9QA 140.0 18-1J6' 90.0 140.0 3Y m 9QA 190.0 28-1/2' 90A 140.0 • NO. IN PAREN01EMS INDICATE 32° 5"/W Mo 140.0 NO. OF ANCHORS PER JAMB. Wy 3Y 90.0 140.0 ?iw 42° (6) 90.0 140.0 48' 90.0 140. 57-1/8° 90.0 139.7 4 26-1/a• 90.0 140.0 WINDOWS WITH 2e-1la' �A 190.0 S� CORS a� 3r 9i.0 140.0 37° Sr 95140.0 3 49" (e) eoA 140.0 48• 90.0 140.0 {� 53-1/8' 90.0 122.9 3G' 19-1/6• 940 140.0 26-1/Y 90.0 140.0 smo 140.0 37* 74-1/4° 90A 140. 4r (6) 90.0 .1440 48° 90.0 139.3 63-1/8' 90.0 113.8 W 90A 140.0 0 48" 93' 90.0 140.0 83-t/ $ g' M 90.0 140.0 42" 74-1/$ 90.0140.0 PltODOevuNBIYBD 48• 8D.0 140.0 AsecmpwouwobOcaan* 83-1/8" (7) 80.0 IX4 r1l'c iggco e I . * NO. IN PARENNESIS INDICATE c . NO. OF ANCHORS PER JAMB. W V tl= ...petty uel t9Onito! ' • B-JA AO A19AAD PBOIIUCf RBVI98D e _ L!A OAX BWMIn8Cbd0RA PE L7M as COMPI mOFlorlde NOTE: , I4 GLASS CAPACITIES ON THIS SHEET ARE BY dravbfig no BASED ON ASTM E1300-04 (3 SEC. GUSTS)' AND FLORIDA BUILDING SSION W03-105 2012 DECLARATORY STATEMENT DCA05-DEC-219 >, RSTfPMAL ANCHORS TYP:CAI.ANCHORS wow S t K SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING { .SEE ELEV.FOR SPACING METAL StRUCNRE 23Y WOOD •..,<: .5 OR mm—OADE COUNPf O •, .'.!: , 1YPICAL ANCHORS WOOD A?PROM M ULUON F SFE ELEY.FOR SPACING !s MULLION ANCHORS 1 gg t1 O 1a c i fI WOOD SUCKS AND METAL STRUCTURE NOT BY TRULITE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 41, i AND TRANSFER THEM TO THE BUILDING STRUCTURE. �1 TYPICAL ANCHORS: SEE ELEY.FOR SPACING Q L{ii JX DIA. ULTRACON BY'ELCO' (Fo=177 TG81.Fq-t38 KSQ r HI INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENIETRATION INTO WOOD { THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 17 DIRECTLY INTO CONC, OR MAS014RY 1-1/4'MIN. EMBED INTO CONC. OR MASONRY a ® S 18 'PA ME DRILLING (GRADE 2 CTS) Q s INTO METAL STRUCTURES ^ {�.I STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ,{ ALUMINUM : 1/8'THK. MIN. (6063-75 NUN.) (STEEL IN CONTACT WITH ALUMINUM TO 13E PLATED OR PAINTED) Alt SMS OR SELF DRILLINGcrRE1NS � INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090-) { i 6 (NO SHIM SPACE) I'RODUCTRFNMED r { d eeeaf4fogwith lhaFloft TYPICAL E'D(;F DISTANCE 8 i notatogcoae INTO CONCRETE AND MASONRY-= 2-1/2' MN. !' I Ace�Pi12% 0> Oa/3Aotj SIR INTO WOW STRUCTURE— 1" MIN. i { j' INTO METAL STRUCTURE = 3/4' MIN. { 11 �}lld0 r.T!" CONCRETE AT HFAO, SILL OR JAMBS f'o = 3000 PSI MIM. $R C-90 HMLOW/FtIlED BLACK AT JAMW fm m 2GO0 PSI AIN. 10 B Wt ggl2- • 2 SEALANTS: �� © 14 FRAME AND VENT CORNERS AND INSTALLATION SCOWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. It WEEPHOW Ener:JAM kw o PRODUCrRRVESO CML as oomtpTykrg WI&the r10 fde a W1 3/4'WEEP NOTCH A7 FACH END SOAKPE > =1.1.1.7.7. 9 W2 = l' WEEP NOTCH AT EACH END A •:.•.t:<'''. ....••c•. p '.•\ �tj'e' TYPICAL ARCHORS AT SILL a 1 1 1 2QU I USE WHEN W4MED b droWing IED. SEE ELEV. SPACINGR G OR �/ W03-105 •• ' ^ ((// sheet 4of 8 PQM PART y men. n2lox M1A4'B$lAG 7yAme./etme7.Tas/Itametace �j�V . 1 YE-1700 i FRAME HEA0 6083-75 2 YE-1701 1 FRAME SILL 6083 78 - - 3 YE-1702 2 FRAME JAMB 6083-76 J 4 YE-1703 1 FDU MTM.RAO. 6083-78 - h- S YE-1704 1 VEW TOP RAO. 6063-15 �. . 8 YE-1708 1 VENC t107TOM RAH. coo-78 - 7 YE-1708 2 VENT SIDE RAO. 8083 T8 Q ,t 0 YE-1707 AS RDC. IMAZIRDBEAD 6063-T8 6 YR-1807 2 RE01F0RCIN0 tVdtS,FULL LEIiD11t STEEL 1/4'x 1- 10 YE-1708 2/YEW VENT LVCR 0 D-FROM Eta 6083-78 Q, 11 - 2 LATCH SPRSLLL - 12 YR-718 2/VELA DAM LOCK 0 11•FROM EACH DO - 13 YF-02 2/LATCH CAM LOCH SCREWS MUSTW�N.'R1RE 14 111-822 AS 1tEQ0. !8118 PO.E W'STRtpP'QLD - SIAWAN&suufvm Is YH-6000 AS RE0M M SM W STRRIM - ULTRAFAB 1/4- MAX &MULLION ANCHM SFE�V� 18 YF-10 AS i&0D. FRAMtf/VENT ASSEMBLY SCREWS - /4 x 11 P.H.WS. � 17 - AS REDD. FIx.WTO.RAIZ.ASSEMBLY SCREWS - +10 X 1-P.H.SMS sm 18 - 2 VENT GUIDE PiASTta - A 18 2 OWE SCREWS SMS 2D - 2/VW S WW AND PULLEY SALMCE CALCWEU. 21 - 2 OPEN CELL FOAM PAD 1-x 1/2-x 1-11211 - YALE �$ sEE ELE�FORO� ILACMHi o memo W01TF1 WO6miR mm O1/4-MAX t/4'MAX VENT Wro1;i LOAD BEANO (g LOAD BEANO SHDAam Q 16 $� 7OR 20 7 _ '• S ELEV FOR CH0RS Af3dD � PR4MU[fl'tiL�NF;LVF.Ii BBCaniplyitlR wU414e£krtdS 8--- -- - - - • W LL 0= ��..—._..—..—..—.._.__......._.—.. .._. _ _ -- -- _ _ ——— ..P Engn An ARM � -\ CRAL :i•i=: zC.Aat 367878BS2 B1Code�8l0 3 EXTERIOR ji4(r. r• /¢ ' 13i 1: v' .ti D.L.O .1�5.1.1ji.11W fi' ' 12 drawing no. 1 WO3-905 ' sheet fi at B g,Og3 1.470 A62 1.780 .8,9 L! 1.oso .� z.9eo .374 4= L FRAME HEAD —J74 1080 $e t.aes �� xv FRAME JAMB j 3.'34 .oea �s .807 VENT LATMi i 1.379 .941 MEETING RAIL P.— IW2 to 2.883GLAZING BEAD .939 1.466 24W 1.434 /• O Viz. / i1.123-4 �'dtonutra ttenr•.weo VENT TOP RAIL Np�MtagCud¢wUbt4ebkrt7Gt VENT SIDE RU Ac[ding r44o 3. 2.461 Data' $ m a ,� h ra,ue( � � o� • FRAME CORNERS DEQ, a u m x -- — 2.eB8 3.638 mw 7 1.824 F7.0.l�7t1882 9rew@h Ftalda' 1 1.263 d `qq 1,J40 1 ZO/4 By 3.043 •PeaQua< dra¢ring no. VEW BOTTOM RAIL FRAME 5iu VENT CORNER DETAu_ W03-105 ens sot s s � r , t Ill LOCATION SKETCH SCALE: NTS 81 C 122.6T ( R & M ) v Ul ; - 37.50' 4h �suuc_+uu u 6' _ 0'� ° 4' 0.401E2 ICR � W p' 26.30' 31.16' .� P oo pp rPIP: 00 5 r31 a . 3 00 II (� roho�;: � ANC .',r�:`'ari. .r+�M .,;.,..•'w .p:c, c,°a� 4. 0� Not ^' 2.00' C! jp ro-• 10.30' 4N A 4 z 1J N CRTH MIAWY I AVENUE Iwo 000 a 4.00 g .r 13' i ell 28.83' A/C 13' �0�9 vo 1. 0' L • 5' 37.50' 04 0 6 W/FL3 TW c .. S o; 1'-20. PROPERTY ADDRESS: 41 N.W. 105TH ST. , MIAMI SHORES, FL. 33150: E�C v a _.. _ ,_LEGAL DESCRIPTION: LOT 13 BLOCK 203 ABBREVIATIONS: OF DUNNING'S MIAMI SHORES EXTENSION NO. 1 SUBDIVISIONSVW=SIDEWkLK,CBS--CONCRETE BLOCK STRUCTURE.CLF=CHAIN LINK FENCE,PL=PROPERTY LME,DUE=DRAINAGE UTILITY EASEM ENT,IP=IRON PPE,: F=FOUND•A/C=AIR CONDITIONER PAD,P/C=PROPERTY CORNER,DIH=DRILLED HOLE,WPF=WOODEN FENCE,RES--RESIDENCE,CL-CLEAR,RB=REB,aR.. 41 51 ACCORDING T-O THE PLAT THEREOF AS RECORDED IN PLAT BOOK AT PAGE UE=U77LnY EASEMENT CONC=CONCRETE SLAB. RN1kRIGHT OF V1P�Y, DE=DRAMAGE EMEME14T, CIL=CENTER LINE, O=DIAMTER,TYP=TYPICAL, M=MEASURED.R=RECORDED•ENCR=ENCROACHMENT,COMP=COMPUTER•ASH=ASPHALT•N/D=NAIL&DISC,S=SET,FEE=FINISH FLOOR ELEVAnON, OF THE PUBLIC RECORDS MIAMI—DADS COUNTY, FLORIDA O/S=OFFSET1PIP-POwERPOLE.OHP=OVERHEAD POWERLINE.VMA=VIPITERMETER MASONRYVP.-VYDOENCLL= _ ELEVATION BASED ON LOC.# 3100 MAIJNTENANCR TE_�E&DRAINAGE EASEMENT=M&D.E• , ••'3N-567 ELV. 10.54 NOT VAUD UNLESS EMBOSSED WITH CBM# SINCE 1987 SURVEYOR'S SEAL I HEREBY CERTIFY That the survey represented SURVEY8R'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2)NOT VAUD WITHOUT THE SIGNATURE theteon meets the minimum technical requirements BLANGO SURVEYORS ING. A AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT adopted by the STATE OF FLORIDA Board of Land �-�-- a COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5). Surveyors pursuant to Section 472.027 Florida Engineers•Land Surveyors•Planners•LB#0007059 UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC' Statutes. 555 NORTH SHORE DRIVE VERTICAL DATUM OF,,1929... .7.) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE..ADDITIONA,4: There are no encroachments, overlaps,easements RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS'OFTHIS COUNTY. 9): appearing on the plat or visible easements other than MIAMI BEACH,FL 33147 CONTACT. THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING -as shown hereon. (305)865-1200 Emoil:blancosunreyorslnc@yahoa.com Fax:(305)865-7810 INFORMATION. 10)EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED REVISED: INSTRUMENTS,IFANY,AFFECTING THIS PROPERTY FLOOD ZONE: �ft� n �ti X SUFFIX: L DATE:9/11/09 BASE:N/A Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited X� ,. without written consent of the signing party or parties. ADIS N.NUNEZ PANEL: 0302 COMMUNITY# 120652 REGISTERED LAND SURVEYOR DATE: _ SCALE: DWN.BY: JOB No BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SA1b-M 41 PAGE 51 STATE OF FLORIDA#5924 7/24/14 1 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No.1 -0038 National Flood Insurance Program Important Read the Instrucidons an pa9fi=t-- Exptr n Date.,July 31,201 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE. Al. Building Owner's Name Policy.Kif"166r ORRIE RICE 14-626 A2. Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company parry MAIC Number, 41 N.W. 105 ST. Citv MIAMI SHORES FLORIDeA ZIP Cod e33150 A3. Property Descrip tion Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 13, BLOC 203, P.B. 41, PAGE 51 A4. Building Use(e.g.,Residential No Residential,Addition Accesso etc.) RESIDENTIAL A5. Latitude/Longitude:Lat. N25 S 52n'17" Long. W80 b 11'55'x' Horizontal Datum: Q NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or anclosure(a): A9. For a building with an attached garage: a) Square footage of crawispace or enclosure(s) 1,380 sq ft a) Square footage of attached garage 200 sq ft b) Number of permanent flood openings in the crawlspace 8 b) Number of permanent flood openings in thbed garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade "r c) Total net area of flood openings in A8.b 1,024 sq in c) Total net area of flood openings In A9.b N A sq in d) Engineered flood openings? Q'Yes ® No d) Engineered flood.openings? ® Yes No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County NameB3.State CITY OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 1208600302 L Effective/Revised Date Zone(s) AO use base flood depth) 9/11/09 9/11/09 X NJA B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. Q FIS Profile 0 FIRM Q Community Determined Q Other/Source: Bl 1. Indicate elevation datum used for BFE in Item 139: a NGVD 1929 [ NAVD 1988 Q Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ® Yes No Designation Date:N/A Q CBRS [3 OPA SECTION.C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: Q Construction Drawings* Q Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. 02. Elevations-Zones Al A30,AE,AH,A(with BFE),VE,V7 V30,V(with BFE),AR,AR/A,ARAE,AR/AI-A30,ARIAH,AR/AO.Complete Items C2.2-h below according to the building diagram specified in Item A7.in Puerto Rico only,enter meters. Benchmark Utilized: N-567 Vertical Datum: j13929 indicate elevation datum used forthe elevations in items a)through h)below. 0 NGVi31929 O.NA,AVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor('including basement,crawlspace,or enclosure floor) 11 .80 ®feet ®meters b)Top of the.next higher floor 12 ,91 0 feet Q-meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ®feet Q meters d)Attached garage(top of slab) 11 35 0 feet Q rheters e) Lowest elevation of machinery or equipment servicing the building _ 2 737_ 0 feet Q meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 11 10 N feet ®meters g) Highest adjacent(finished)grade nextto building(HAG) 12 .15 0 feet Q meters .h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N/A-.-, feet Q meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation Information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 9001. 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a - 0 Check here if attachments. licensed land surveyor? Yes Q No 7124/14 Certifiers Name Adis N.Nunez License Number 5924 Title 'Reg.Land Su*r Company Name Blanco Surveyors,Inc. FL51f592 _ Address 555 N Wre Dr. City Miami Beach State FL ZIP Code 33141 Signature Date 7/24'/14 Telephone 305-865-1200 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE page 2 ;4NT: RTAIn*these spaces,copy the corresponding information from Section A. FOR INSU CE COMPANY USE** wilding Street Address(includingA�t., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Polley Number 41 N.W. 105TH ST. City MIAMI SHORES State ZIP Code33150 Company NAIC Number, FLORIDA SECTION D—SURVEYOR,ENGIINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/compeny,and(3)building owner: Comments LATITUDE & LONGITUDE OBTAINED BY GOGGLE. CROWN OF HE ROAD ELEVATION: 10.71' ON CENTERLINE ON CENTER OF ROAD. BM# N— LOCATOR: 3100 ELEV: 10.54' Signature 7/24/14 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT EFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items EI-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawispace,or enclosure)is E3 feet [(meters [3 above or[3 below the HAG. b)Top of bottom floor(including basement, crawlspace,or enclosure)Is ®feet 0 meters [3 above or E( below the LAG. . E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 andlor 9(see.pages 84 of Instructions),the next higher floor (elevation C2.b In the diagrams)of the building is Q feet 0 meters [3 above or 13 below the.HAG. E3. Attached garage(top of slab)is [.feet [],meters [;J above or 0 below the HAG. E4. Tap of platform of machinery and/or equipment servicing the building is [J feet [3 meters ®above or[3 below the HAG. E5. Zone AO only. If no flood depth number is available,is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? ®Yes C( No ® Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correctto the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here If attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who rs authorized by law or ordinance to administer the communWs floodplain management ordinance can complete Sections A,B,C(or E),and G Of this Elevation Certificate.Complete the applicable items)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.® The information In Section C was taken from other documentation that has been signed and sealer)by a licensed surveyor,engineer,or architect who Is authorized bylaw to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2•[3 A community official completed Section E for a building located in Zone A(without a-FEMA4ssued or community-issued BFE)or Zone AO. G3.[3 The following information(items G4-G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. []New Construction Q Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: [I feet meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site- 0 feet meters Datum G10.Community's design flood elevation: E3 feet 0 meters Datum Local Official's Name Tale Community Name Telephone Signature Date Comments M Check here if-attachments- FEMA f=orm ofin-n-Rq niam V M 0 AM� MIAMI-DADS COUNTY PRODUCT CONTROL SEMON DEPARrm T OF PERM17mm,ENVIRONmuNT,AND RCGULATORY 11$05 SW 26 Sweet,Roam 208 AFFAIRS PIMA) M aril,Florida 33175-2474 LARD AND CODE ADMINI5TRATION DIVISION T(786)3I5-2590 F(7W 313-2549 NOTICE OF ACCEIrfANCE(NOA) mmmmla idade gv►ner•► TraIYY#,e Window&Door Solutions,LLC 8130 NW 70 Avenue Medley,FL 33165 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA Product Control Swdgn to be used in Miami Dade County and other area where allowed by tits Authority Having Jurisdiction (AH4. This NOA shall not be valid atter the expiration date staid below. The Miami Dade Ccxmty Product Control Section (in Miami Dade County) and/or the AHJ (in are m other than Miami Dale County)reserve the right to have this product or material tested for quality assurance purpom. If this product or material fails to pmfwm in the accepted manner, the manufacturers 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. ]DESCRITION:Series 411800"Alnminum French Doors w/wo sidelites`L-MJ. APPItOVAL DOCUMENT:Drawing No.WOl-64,titled"Series 1840 Alum French Doo w/sidelite(L.M.I.)", sheets 1 tluough 15 of I5, dated 09-17-01 last revised on DEC 08,2411,prepared by AL-Farrmq Corporation, , signed and sealed by Javad Ahmad,P.E.;bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptanoe number and expiration daft by the Miami-Dace County Product Control Section. Nfio x IMPACT-RATxNG:Large Mulls Impact Rubtant Limitaties: 1.SHW is integral part of door application,door not to exceed 39-112W x 84"H and Max DP=-/-65 psf. IIABELING:Each unit shall bow a permanent label with the--- -- actnrer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approve)",unless otherwise noted herein.• RENEWAL of this NOA shall be considered after a renewal application has been filed and%ft has bMf do ••••fir' change in the applicable building code negatively affecting the.performauce of this product.•• 0 0000 : '• T WONATION of"NOA will occur after the expiration date or if there-has been a=U"or ehangedo the .••••• mater,use,and/or manufacture of the product or process.Misuse of this NOA as an endeent ofany. : •••• product,for sales,advertising or any other purposes shall automatically tatminate this NOAs f W ure to comply ••�•• with any section of this NOA shall be cause for termination and removal ofNOA. :• •• 0••••0 ••••• ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, F.pFi&and fodgw►ei by:••��• the expiration date may be displayed in advertising line. If any portion of the NOA t;di9pby4 it shall....:. be done in its entirety. . . ••••• • INSPECTION:A copy of this entire NOA shall the provided to the user by the manufacturW or its distri[Wfs �•••• and shall be available for inspection at the job site at the request of the Bolding Official. Soso This NOA revises&renews NOA 010-WN.07(former Arch Windows,LLC dba AWP)and consists ofthis page l and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Winq L Chands,P.E. NOA No 11-120902 Iftphation Date. uw7 03,2017 Approval Date: Janmry 74 2W2 t�4page I Tri;4, mbz&Rogr S-Qbtttox&LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBIVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#10.0930.07). 2. Drug No.W01-64,titled"Series 1800 Alum French Doo w/side to(L.M.I.r,sheet I through 15 of 15, dated W 17-01 last revised on DEC 08,2011,prepared by AL-Fazaxl Corporation,signed and sear by Javad Ahmad,P.E. B. TESTS(transferred from file#1"930.07M-016.05) 1. Ted 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 Prmure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FISC 24113.2.1,TAS 202-94 Along with marked-up dmwings and installation diagram of an OXO aluminum Outswing door, prepared by Fenestration Testing Lab.,Test Report No.FTL-5701,dated 11/13/08,signed and sealed by Carlos S.Roinda,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water ResistanceTest,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along,with markecl-up drawings and installation diagram of Single Outswing door w/SHW,prepared by Fenestration Testing Lab.,Test Report No.FrL-5675,dated 09/11/08,signed and sealed by Carlos S.Roinda,P.E. 3. Additional Test reports on: l)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of an aluminum French Door w/3 point lock,prepared by Fenestration Testing Lab.,Inc.,Test Report No. FTL-3389, dated 6/25/02, signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA #06-1229.03) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Sic 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 U.. ....:. 6)Forced Entry Test,per FBC 24113.2.1,TAS 202.394:•• :....: Along with marked-up drawings and installation diagram of double OuSWU aluuiinni Frefich Doan,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.jff.. ,4itij 7/127.0.1..' signed and sealed by Luis Figueredo,P.E. (Submitted under previous N04 M080S.W.We Ogren.:. Mfg. Co.) .....: C. CALCULATIONS ....' . . . . .. 1. Statement letter of compliance to FBC 2010,prepares by Al Farooq pori,dated :•••• 11115111,signed and sealed by Javad Ahmad,P.E. C. 2. Anchor verification callculations and structural analysis,complying with FBC-2007,prepared by Al Farooq Corporation,dated 03/10/09 and last revised on Jan 05,2011,signed and sealed by Javad Ahmad,P.E.(transferred from file#10-0930.07). 3. Glazing complies w/ASTAJtE-1300.02 8c-04 L hbaq L Chaa&4 P.E. Prodaet Control Examiner NOA No 114209.02 Expiratlon Dates January 03,2017 Approval Date: January 26.Zoll Tr_nl_ile Window&Dog�0uthw&LLC NOTICE OF ACCEPTANCES EVIDENCE ST?,LBAffMD D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc.for"Satlex clear&color interlayer",expiring on 05/21/16. 2. Notice of Acceptance No.07-1116.11 issued to Saf-Oras,L.L.C.for"SAF GLAS Polycarbonate Laminate",expiring on 12116/2012. E. STATEAdENTS 1. Statement letter of compliance to FBC 2010,prepared by Al Farooq Corporation,dated 11115/11,signed and sled by Javad Ahmad,P.E. 2. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 09/03/10,signed and sealed by Javad Ahmad,P.E. 3. Statement letter of compliance,part of the above refaced test reports. 4. Certificate of registration of name change from"Arch Windows,LLC"to Truhte Residential Windows,LLC"issued by State of Delaware on.07127/11,signed by J.W.Bullock. 5. Certificate of registration of name change from"Trulite Residential Windows,LLC"to" Trulite Window&Door Solution,LLC"issued by State of Delaware on 17/10/11,signed by J.W.Bullock. 6. Florida Dept of State,listing dated 02/03/10 of Trulite Window&Door Solution,LLC (Foreign Limited Liability Co.),managed by Arch Intermediate Holding,LLC,Tamarac,Fl. 7. Sales agreement between AWP,LLC(seller)and Arch Aluminum&{Bass Enterprise,a Delaware Corp(purchases)dated Jan 14,2010,signed by Leon J. Silverstein and Wm,Robert Wright,respectively. (transferred from file#100930.07 S. Certificate of registration of Arch Windows,LLC(Delaware)in State of Florida dated 02/04110,managed by Arch Intermediate Holding,LLC(taansferrel from file#10-0938.07). 9. Florida Dept of State,listing of Arch Window,LLC(Foreign Limited Liability Co.),managed by Arch Intermediate Holding,LLC,Tamarac,Fl.(transhrred from file#111--oft . 10. Statement letter dated March 25,2010,issued by Arch Windows,LLC that it his purchased••••• all assets of AWP,LLC effcetivedy Jan 29,2010,sigaed by Leon Silverstein,Pw&ftt/CEO -. (Arch Windows,LLCXtransfbrred from file#10-0930.07). ...:.. •- 000000 11. 000.- 11.Asset purchase agreement dated 11/01/06 among AWP,LLC(Buye-rl- Yale QgmO :•••• Windows&Door Inc. (seller),signed by Leon J. Silverstein and Mftuy.V'all ,.: ..... respectively(taansfenvd from file#0311805.07). 90:66: 000000 ••:••' .. .. .... ...... G. OTHER 0.00•• • . . . . ...... I. This NOA revues&renews NOA#10-0930.07,expired on Janp q 0;,2011•••• :....: 2. Certificate of name changes and State of Florida listings. -. • •0.0 • 3. Test proposal,dated 06-144)0,09-20-01 and 11-06-07,approved by BCCO. �TIdwq L Chands,RE. Prodnct Control Eaamimer NOA No 11-1209.02 Expiration Daft January 03,2017 Annmvel Date! JaannAry 7A Ull • • • • . • . . . • . . . . . . • • . . ... . . . . ... W FRAM MAXI x_71 3 4°Wali t" V FRAME WIDTH00* . �F E • . 7\ COR A F • •3. • 36•• • O C I-D- 12, 3 i ACINADM / z3 7/B°IEAN. Lw �Sd4t EL_MlA= M-VATM ( X ) ( GOT ) SURiGLR LRAF DOOR DUAL LW BOOR 1 ENrH 1200 fill SES TostNdti:(x>Al1D elE (xx) LEAF t DOOR DEMONS foomi WIrH OR WRHour SIDELM. SIDE LrrES OF DOOR. SEE SHEEr�DESIGNON LOADLOAD C pf�lEB, =Ar1 N e �uoR.a Q AM D.LO, Dues, OAA. HEHGHT(DOOR &SIOELTTE) -FRAME HEIGHT- 13" THIS PROAUCT HAS SEEN DFRAMA AHD TESTED TO AN hI WITH THE D-LO. WIDTH DOORS&0 PANEIS) -FRAME WIDTH- 73.528" � �ONE(WHA T RADA wall ro HI9N vaocm D.I.O. WDm►�a )-(ham WIDTH -24°)/2 euE 101 ros WOOD IMIOKS SY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TD Tt STRUCTURE ANCHOR SHALL BE A8 LISTED,�/ AS SHOWN ON OETIdLS,ANCHORS DOORS/SIDEIM ARE RATED FOR LARGE AND SMALL MISSILE IMP/UT. 4 EMS£OdEltT TO SASE MATFRWI.SHALL SE SEYppO WALLDRESSaNO OR STUCCO. SHUTTERS ARE NOT REQUIRED. ANCHORING OR LOADING CONDIRONS NOT SHOWN IN THESE DETAILS L gt ARE NOT PART OF THIS APPROVAL �` ti A LOAD DURATION DNCRM 6 USED IN DESNGN OF NOIR S ISTD WOOG ONLY. ®rb�. MATERiA44 aNtxlrDrNa Sur NOT La�IIED To S .THAT CONE an W01-64 CONTACT WRH OR�R DL�IMaItR NATERiRIS X41 MEET THE REGUIREMM OF CURRENT FLORIDA OLDS CODE SECTON 2003.8.4. sheet 6 • . ... • • . .•. .. •. • . . •• •• • • • • • • • • . . . . . ... . . . . ... n •, t4a°� (, tee° • • • • E YnOIH • • •FNANE • • •• 111 6 3/4°MAX Irma 12° }r • • •• •}a° •• � • • •° ••• X11 FiFAD/691 F&Ap/ J 3. • • • • • • 3' YL 3• 3' 8iA7FACE APrWEp • • J° • ••• 3'• FtE� A L F A eemr usi° K A 31 _ coommfl • 60 00 ol 1 - u - 16- J LA_LAUM 40 ,„—IL, }6° ? 7/ r eoa OPS. � �, r W MAX m tw VPm TVPI ei E1 FHATM.0 MP ( 4a�xxo )ano oxxo ) nt t�rrA FAM,sm m � oxo DHOW me AMR= SIDELITE OPTION51 s: om�•� wo1-64 2 B • • • • • • • • • • • • ••• • • • • ••• . n 39 f/Y MA1tto�� DOOR AIE5ND1r1 ••• ••. ••. ••• •• • • • • • • • • • • • "e/w kwL •• • • • ••• Lw WIDTH • • • ••• • • j�° • • . WIr rH e 3/4'W1X. 93 3/4' 25 HFAD AI rIEaDO D.L CPO..CM—UT •• • • • • ••• •• • • • • • • • 8 1/4' e°wx `` rJe•area.m� swm Pj �91' .092•aw►,PANEI. � b IJe'era.� e/e'714x.PLYWOOD u \ � Q� � GEMXGNR 252 OR �"N IRs aAN6l � >ti ILL'` . � 14 � . BAML NOM ID x 1'PH MA 8977u-1 M CLADALYWOOD P Mdi6 WINDW 19 tNTE8RA1 PARD OF RqB DOOR �Q8 ATS t F E 3S—t H©DM 1rA% a~D i ,va,oa& EtEvarlenl T tP cX � FOR CMIGN LARD C*ACW SM 6WEET 4 SUMS LEAF BM WITH =ELM"9 " MK as NEWO mm BMWRT I FEE •W Ytl'i Amow INSERT OPTION }� M •• •• • • • •• •• • SOiOLR LBAI?(7n DOOM itIR1I0IPP 6tD8lJTMam grUMNARY PANEL 0 OR 11000 1tl`!R»BLIRM SIDE{RE DOOR DOORCLAM TYPMDOOR DOOR 6IAM nTm NOTE iff i •• • •R• i }� • •i i FWW WVn4 FRAME W 'A'.'8'OR'D' FR t6 0tT FRAME wom smwrE mm smwm woo 'A','o'on'D' GLASS (SP41116 ON THIS AIECT ARE i • i (6B ) MMM E1cT(+) on(-) / (a1D10a) (INm) ORc" (=a) W.(r) oR.(-) BASED ON•ASMM E1300-040(3 SLC. GUSTS)'- • 31 t 70 3/4 6" BB.o / 30 Is ou 65.0 AND FLORIDA BUILDING COWISSION t/2 no 66.0 / 36 t8 6Ba sm DECLARATORY STATEMENT DCADB-DEC-219 37 1/2 63 3/4 SILO B&O 88.0 86.0 % ,OD� 42 18 �.0 OU •• • • • •• *09 •ow % le 48 18 sea Wo • • • • • • • • • 311/2 o 65.0 84 to 86.0 N.o • •e e e • • • •• • 04 3/4 • • • • . .• • 37 1/2 �0 810.4 IUE �4 so 110 B6o 6104 • • • • • •7113 4(NO 42 to 8ti.0 Wo L1 46 18 86.0 o" (O) (%' 31 1/2(1p 36 16 ala eao FRAC �oELRE W 36 16 �0 6610 W FRAME 60 42 96 BBA 68.0 Douala LBAP DOOM TtT1130Q1SwUns 833/4 48 118 68.0 68A DOM L40 CAPACITY- PS? 30 18 09.0 86.0 DDOp 1RaM TYm 7171 w 38 18 68 0 810 Ftw WIDTH WAK 1Omtt W.'8'on'D' 42 to 86.0 88.0 "Ho (mall) W40 IN-TT - 30 is B64 (1140 do 4610 86.0 311 12 36 16 894 8&O � 713/4 70 3/4 ou SLO 053/4 (00 42 18 044 68 0 es 3/4 6610 6810 37 1/2 DO30 110 Bao 6610 \ \ 713/4 6810 88.0 71 3/4(70f) 36 18 66.0 Btia L�j 083/4 04 B6a \ 71 3/4 68.0 86.0 AOR t MIST ODt1PIY EORF�B PER FBC 11 000li FttAmE 110TH (ONOXoXD $I DOOR FRAME WH > � DOOR FRAME w01t1 // \\ \\ / ACTIVE f te MAN. DOOR FRAME W= fill, 11 LNIV I Lj L\JIL L--j I EXT (9)DR St>>w tw(8)DOOM erre s,9.Maw DOOR DEMO LOAD CAPACITY- PM _ �� (0700 S t� umame OAR DOOR8/8"PLY11O0D MfMi�t/1� FRAME WIDTH PRAMS New •O ALUD PANS (6 ) PaloFM.(d) BJf(-) pmm61DElRE YVgITH 9008 1 RAb1E WIDTH g s1 i/2 63 3/4 680 8&0 0� 391/2 M.0 88.0 g $ AOT6tH 81ACIwE / pal1 ��,Q�, drawing no. / PAM ab)aRE WIDTH DOOR FRAME WHITH wol-64 Exygm 4 of • • ••• • • • ••• EXTRUDED 1/8"THK AND 7-1/2%LONG IUD-P�71 ALU�1 HI ( IWp YH-m), TWE PER LEAF,MLOSPAN 11-1/2"FROI�tEI jr AMOX TT HI QE� I �h10 ONE AT LOCK OPTIONS OnDN it STANDARD LOOK SET AND CYLINDER W BO T 4TCM•(IDR•6R6r•FAIB.OATEr LACK STILE PART Na YE-802, WITH 2-4 8" BORE AND Bf-3 BT�ICKRE7 AT0}R lAtaf KEY OPERATED ON THE EXTi AND THUMB LFI 1 4E�A�T.EAOH ACTI� P MANUFACTURER'S MANUALLY OPEPATEA LBDNCIMLED ZING!DIS-ew F'tl ew BOF;1•ASSEMBLY WRH STEEL EXTENSION ROD. ALUMINUM FLUSH BOLT GLIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT TPLATE OP SAN ADWEMOLDEDD FOR FLUSHBOLT AT THRESLLX.D,AT 10-1/2"FROMBOTTOM OF 8 Q GLASS 1YPW A,B k D & INACTIVE LEAFS, f•tmw MANUFA=RERs STEEL THREE POINT LACK MECHANISM ALTERNATE 10 STANDARD LAS( w AT MW LEAF (FOR PRE-FATED I= STILE PART Lam.YE-837)_MR THROW BOLTSSPACER CONNECTED M MORTISE LOOK SEN, ENGAGING XTO FRAME HEAD AND SILL AND MOPERATED ON THE ORERIOR AND THUMB TURN ON THE INFERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC OIE•-CAST FLUSH BOLT ASSEME Y WITH STEEL EML°JNSION ROD,ALUMINUM FLUSH BOLT OUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED TIC PLASBOX FOR FLUSHBOLT AT THRESHOLD,AT 10-1/2"FROM TOP NA BOTTOM OF INAOTLVE LEAF, Nom TOP AND BOTTOM FLUSH BOLTS MUST BE ENMED DURING PERIODS OF HURRICANE WARNM ha a IiLAZTN(} T1LP!' n. AT b 1lIRRCT BTNT 481D r �tV 1/0"HEAT S1IZBTI'0 GRASS 11B"HEAT STFeM GLASS 3/18"HEAT STPD WO ---- -016' .018"UREi M AMU= 811F1E1I B0 BY"Slb lRfAAW .� SAFM 0 BY%DU RA' �M CLYCA 1/9'RM SRLEN D GLASS .018"UFSF#VM WOVE 3118°HEAT STROWD,MAN Askamik//4muz 1/L4"HEAT BTREN D GLASS BE? tTE 3 leL GE� Z-� 13 1 ftpwGwft*j,1 KILL 1 1B 1 Iris GLAMI; ADAPM DMONB e m •• 1r ? Prk JB ARC 12-112'D.C. s (NLASB TYPE 'A' tiLA� TYPtiI 'H' GLUE TM dmwWiq rmm GLAZING OPTI00 •• •• • 14 • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• . TVICAL ANM4= 1f, EL2VAT m rw= mm_ 3L4•MR c06 VAC910 1 rhUCOWpomBOLT • 'e. .:., d.' ...••. EDGE • 000 ••• • • • •Y • • • • ••• • 1 ` j > \ •• • • • •• ••• •• OS 19 MUST SUSv MLO! ft SPi1 IJR!1d 81PTRUIJiE MR SPAM SPAM AND wl"• Mer9" • sed+ "' TYPICAi• ANCHORS: sm am FOR BPACBIB 1/4" mA TAPOON EM'fl W' on �Ja•DIA. ULTAACON BY '00' (Fa017/ML"188 00 INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INFO WOOD � y TNRU 1BY BUCKS WTO CONIC. OR MASONRY 7 1-1/4" MIN. EMM INTO CONC. OR MASONRY 7AMOK= DIRECTLY INTOCONIC. OR MASONRY SPAOp,�p1-1/4" MIN. EMBED INTO CONIC. OR MASONRY is ¢14 Ras OR SELF ANUM SCREWS (ORE 2 d" INTO METAL STRUCTURES STEEL 1 GA.ALUMINUM21 1//8°1TNIN.K MIN. (6083-78 TIN) J C (STEEL IN CONTACT TN'M ALUMINUM TO BE PLATED OR PAINTED) X112 S1d9 OR ME lwra som g k WTO MV+hD—RADE COUNTY APPROVED MULLIONS (MIN. THK. a 1/8' (NO SHIM SPACE) $ Typ et enrx DgffAb nr WTO CONCREIE AND MASONRY a 2-1/2° MIN. WTO WOOD STRUCTURE = 1" MIN. WTO METAL STRUCTURE - 3/4" MW. gg a ODIM TE AT t'IFAD,SILL OR JAMBS 1'o a 3000 PSI MIT. i10%3/1'PH.am C-00 NOLLCN/FILLED BIM AT JAMBS Pm a 2000 PID WL 8 7u 4-1/4 FROM ENDS An B 14"O.C.tdAX.,TYPICALMULAHM FRAME AND LEAF CORNERS. DWALtATION SCREW61 AT SILL AND ALL METAL PARTS CONNECTIONS SFALED WTM CLEAR COLORED SILICTNE• ® B 91, O amnm 2 Oa aTYPIOAI.ANOFIOI� 70"ANWMR SPAM (COONS v OISI'.a FSM OR 9"ATIIO (ng 110. TLATC LTNITSS [W01-64 s o1 . . ... . • . •.. .• .. . . . •. .. . . . • . • • . . . . • 1/4•MAX SHM O O 1/4'MAX NEPAL t • • 1BY • • • •• • TYPICAL ANCIM 17 ACTIVE • i • • ••• • F SEE ELEV. POR * • ••• •• 2RIOR 1EDTN Dpi 1/4'NAI. IN wx, LAS OF= 1 sm SIM 4, © ® �g L04OR OPTKUt 2 � }� 2BY WOO ... ACTIVE KACTIVE LOCK OPTION I EXTERIOR OR ANOKRlS nLpCKN 2 �+ (BEE BNEEf B) 1Bi ACTIVE INACTIVE : $tO><S 4•Fqi.SW l 8 r� r a—a�•PNON ENo4 AND 14 O.C.NKK. OPERATING UNITS ! TYPICAL B LOCK OPT=2 EXTERIOR (BEE SHMT B) raw ng no. L _ _ 3 PAINT LOCK ON ACTIVE LEAF omm _ _ _ J W01-64 eA•ac 7 15 . . ... • . • ... .. .. • . . •• .. . . . . . . • • . . . . . ... . . . . ... SEAT EL PANEL S1IDEr•rTE INSTALr�ATTON DF S• ••e • • • �Y�� EDM 14 SPACM • • • • • • •• • • • • • • • • e • • • �•Q—j 8 •• ee• • O • • •• •• p /,0 X 3 4°PH 84,.4 •• • • • • • •e• •• � AT a-3 4 ! !OW exD,a as 4 s 3A4°PH SMS EKW smm tw Math. 1/4.1lA,G . O /,G X,a°m ma O �pHas tR a AT a-3 4•f>M FJ4X3 AND ,4.O.a saX„MM - m rfmc mom ju 1141 Rai a C FOR DA, r a y >axmElsaota PANEL SEEME IM DOOR FMC YMN PO FRAME WM e ��wiNrrn i � SDS Bwom tae Z a a n•a a ALTERNATE _ � 7 Ur •�E T,P ML ANCH '!•.c•. a" 8 TYPIO&A ELEVAMM Fm sm S EM DWI ; ANO BfOa►tng Mh PANEL SMELITE UNITS WO1-64 t � sheet of . . OV .• . . ... .. .• . . .. .• . • . . . • • . . • . TYPO ANMM _DIRECT SET SIDRLITE INSTALLI ATION DSEE ELEMAVOMETATt 4 ••• • • • T tDOE WS1 FOR SPAC NG • • •• • • • •• • g +r� �•�• •• p, • • • • • • • • • • 4' vp oil .,O •• • • • •• ••• •• •• • • •SCREWS wr am. • • ••• •• 1J4°NNL N —FIM SMSEMOR N Jima 2 SPACMT;i 4�0 ;i, r.4 evt 07 7 EXT3flItIGR IN lilt wom r.o m EDGE TYPICAL ANGHGRG 4 SEE ELEVATMNS KPGR SPACING O' drowtrre no. DIRECT SET 5IDELPTL UNITS W01-84 sheet g of . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . .. . ... 4.000 ITEM 0 1 PART 8 NW. DESCPIPTION MATMOAL MANE/ .280 , 1 YE-832 1 DOOR FRAME • • 60@2-6• -• 1.492 2 YE-890 1 STD.nmESHOLD• • • • • . 6083-T8. -. . 2.1 t7 .889.121 2A 'VE-1-620 1 H-mm TM • • • ` 378 28 YE-840 1 OPnom TKUWAE • • • 8083- • l 781 4 8 YN-809 AS RUA SfDE=FRAME 8463-TO - g� 1.240 1.494 fS3 1.647 8 YE-801 a/LEAF LEAF r�AND�t,OM RA9 6083-re •m 7 YE-8o3 1 0008 LW JAMB-HMOs= . . .. 806i-" .. f DOOR FRAME HEAD PRESSURE PLATE I8 SNAP CAP B YE-802 1 0008 LEAF-LOOK TO - BA YE-837 1 OOOR UW-LOCK SW MNPLO"• •• 68S345 A13 .818 9 YE-808 2/LEAF SNAP OAP FOR DWAGLOW 4,�ILL. • • igy 718 ,p7 10 YE-818 A9 RICA COYER PLATE 8082-Tb L f 17 .073 1314 12 YE-Sa4 4/LUF OLA864O CKWX. 8083-TB - 1.= e8T .� 13 YE-838 AS REQ. E,QEt00B CLAM LEO SOWT8 "M14 YE-833 AS NVA 0RUM OIAZOO LWBOd3-T8 - 1GLAZING CHANNEL 13 GLAZING LEG 14N1. GLAZING LEO 18 VN-W3 AS MD. OLAZW COW WMI. mlROma 76 e A ,. 8 ,0-24% 1/2`R1 MS. 18 Ytl-4M AS KE(. 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VENT CORNER DETAIL dra•fig no. ►sk,�eME ifRaD ML W01-64 FRAME SIJ. FRAME JAMB died of � R�s ,,,, ,,,,,M Miami Shores Village Building Department �LOR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �1Ll �52 50 Tel: (305) 795.2204 1 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption " Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. Therefore,,ouy be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Print Name: x©9_(2 ,F_ Print Name: JOSE A .MI_RA NpA y Y O Signature: .10? Signature: _P��S_ State of Florida) ¢ m State of Florida) Countyof Miami-Dade lo ) y �-�fi County of Miami-Dade) Sworn to and subscribed before tte s „�;� Sworn to and s d e day of �(ti� pJ^ ,20 � g o day of . / $A lAS AMADOR ^� f o otar IN* State t Florida By C`�• " a By - o .2015 "'%'•e Sion#EE 11945 oc " (SEAL). (SEAL) Com T endfication pro Type of Identification produced � ae G Miami Shores VillagePIP M__------------- �IUL 8 6 2894 r Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel: (305)795.2204 Fag: (305)756.8972 INSPECTION'S CTION'S PHONE NUMBER: (305)762.4949 FBC 20 D rZK(zn.� �v ,p,� P A.w(s BUILDING T Permit No. B PERMIT APPLICATION Master Permit No. e Permit Type: BUILDING ROOFING JOB ADDRESS: 1+I AW I n 154 City: Miami Shores County: Miami Dade Zip: 1 50 Folio/Parcel#: D030 t 0 6 S mlA n41 Sr-(&Q.25 _Ek -t N cD 1 10-9 1 e):j 13`sd L k 203 Is the Building Historically Designated:Yes NO Flood Zone: Jc OWNER:Name(Fee Simple Titleholder): C 0 R lam,i riz- R kC_G Phone#: 7"X). 5 Address: L'1 1 3�- City: 5\-v0C e.S State: Zip: 33\� Tenant/Lessee Name: Phone#:3 U5•_-Vfi •�� Email: C_-0 �(-Z\ '� \ CJS�. "�\ • G�,�l-� CONTRACTOR: Company Name: 69oPIU5 (_aNf iRU&?Iatil IMC, Phone#: ` Address: 18811 rVW 77 GT City: 1-1 I'a l e-a k State: j=L Zip; 33 d 15 Qualifier Name: JOSE. A . M IP-A.NPDA Phone#: '766 37o 12 z Z State Certification or Registration#: CCG 12b®a Certificate of Competency#: Contact Phone#: 78(0 :3-7® I'LZZ Email Address: 9t�1'��Sghst'�uG1ra�-, rr,atl �+n DESIGNER:Architect/Engineer:_ _ I-A A Qt-0 A V F Q tj c)F Phone#: Value of Work for this Permit:$ :-3*i 6-4-140 40 0 Square/Linear Footage of Work: 4-10 2P Type of Work: Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: A 615011 b 1-9 ® t 4 A4 ISLE 2 r L Q Q 0 04 4, -13i -rr( 12 ft),l Color thru tile: Submittal Fee$ Permit Fee$ 1035-00 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$r Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 0 2q0 • �� Bonding Company's Name(if applicable) C " ' Bonding Company's Address ` d City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days afier the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Z 9 day of J j ,20 IA,by C,c YU--t rZ 41 C4 day of Jae I y ,20! ,byJ osc Ar+�•i� X,,.-JA who is personally known to me or who has produced who is personally known to me or who has produced As identification and who�M take an.o ,",/,, fG n 1- as identification and who did tak a oath. NOTARY PUBLIC: NOTARY PUBLIC: �� O ��•:SFS = ON 'CD at� Sign: = o 6' ala Sign: � o Print: '%�®yi�;�••.......• >��` Print: $0 MSJU41 w x=L My Commission Expires: R�"'' i i i i i i��`` My Commission Expires: A-' �� Z°t a E E iE 0 O A U � � � m YYFoFYd:Y4caFotY9:4ckoYk:Y�:F�:a�9C:YoYk:Y:Y ��:oY*� �: �Y:YF:�Y�:Y:F:YdG�Y9C��:9C�'�:�::Y��FnF�:7L�.'YSYR'�::F1F:Y�F:�YY�F3C:�:YYSFdrY:� 4'Y:��F:�:��k'it Y APPROVED BY Plans Examiner P "1 I Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA 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: 11/2212013 EXPIRATION DATE: 11/22/2015 PERSON: MIRANDA JOSS A FEIN: 452808757 BUSINESS NAME AND ADDRESS: GROPIUS CONSTRUCTION IN, 188111 NW 77 CT HIALEAH FL 33015 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Frxsuarrt to Chapter 440.05(14L F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may rwt recover beneftth or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt..apply only within the scope of to business or trade fisted on rite notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of aiecuon to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or .zwtdk ate no tonger 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 on the certificate to numd the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 r, MAO, 2014 9: 55AM FLORIDA BANKERS INSURANCE No, 8956 ,;:P. 1 CERTIFICATE OF LIABILITY INSURANCE °"TE(MMI°°'"'"" _ 07430/14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYND ACONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER_THE$ CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE'POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the ca ificato holder is an ADDITIONAL INSURED,the policypes)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certeTn policies may require an endomemerights Im cY p Y R nt A statement on this certificate does not confer to the certificate helper in lieu of such endor9ement(9)- PRODUCER — CONTACT MARTA ALONSO : I' Florida Bankers InsuranceI PHONE "'- i FA (A1C, ,ex (30W 6493 tA1C,Not: !;!(305)262-0679 7278 SW 8 Street nIAI IS go, —nrta@floMabankersinsurance.com Miami,FL 33144 INSURER(S)AFFORDING COVERAGE NAICq Phone_(305)266-6493 Fax (305)262-0$79 INSURER A: FEDERATED NATIONAL INSURANCE CO. INSI IRED INSURER S: GROPIUS CONSTRUCTION INC INSURER[: 18811 NW 77 Ct INSURER D: HIALEAH,FL 33015- 305 INSURER EINSURER F: ,. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAI THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLIO• !'PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE-TgRMS, EXCLUSIONS AND CONDITIONS OF SUCI I POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1:; INSR IADDLSIJI�• - II _. . .__.._.._ _ LTR TYPE OF INSURANCE i1NER;WVD POLICYNUM66R ![MPOLICY• Y" ,L PW LIMMSI'it GENERAL LIAINLITY r EALH OCCURRENCE I 1,300,000.00 6/ COMMERCIAL GENERAL LIABILITY I i DAMAGE TO RENTED i❑ ❑ CLNMS MADE I PREMISES racxivrremm)• SSS 100.G00100 A ® occuR GL-0504009393-02 j Mtt7 EXP(Any are perecn) . 1'15,000.00 n I 0611312014 :06/13/2015 .PERSONAL&ADV INJURY t 300,000,00 i E-1I - 1 GENERALAGGREGATE 16 300,000.00 ; GE�1N EJ L AGGRCGA-TC LIMIT APPLIES PCR: j 1 PRODUCTS-COMP/OP AGG I ¢;,300,000,00 i LSJ POLICY ISECT U LOC i _ AUTomoEmi B LIABILITY I I COMI3lNCD SINGLE LIMn $'+ Ha accident i� ANY AUTO 1 I U ALL OBODILY INJURY(Par Permrr) -OWNEDD I-� SCHEDULED i .'. . AUTOS ❑ NAUTOS ON-OWNED i 15001LY INJURY(Per�dcrti $I� El ElAUTOS i I PROPERTYAMAGG ❑ UMBRELLA LIAR ❑OCCUR ^EACH OCCURRENCE $i F.-1 EXCESS LIA13 ❑CLAIMS-MADE ACCREOAf E i ❑ pEO ❑ Fit I a:NTION$ � � _ WORKERS COMPENSATION - I 1 V1rG STATU- n OTR � 116 '•AND EMPLOYERS'LIABILITY ANY PROY/PRIFTOR/PARTNER/CXCCUTIVE N ER OFFICERMIFMRFR GXCLUDED') NIA: E.L.EACH ACCIDENT (Mandatory in NH) LM narp,pg Under _I i i E.L. ISEASE-EA EMPLOY[ $i+ . ..•. E.L.D cs HIF'7'ION OF OF_ERA7E0.N$OyIpW• 1 1 EL OISEASE-POLICY LIMB i f II}: DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES(At1WM ACORD 101,AddiOonal ReMarke Schedule,V more a pace is required) +i LIC:CGC1520014 iI. CERTIFICATE HOLDER -- CANCELLATION -- ! SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE MIAMI SHORES THE EXPIRATION DATE THEREOF,NOTICE IMLL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVE AUTHORIZED REPRESENTATIVE MIAMI SHORES,FLORIDA 33938 ®1988-2070 ACORD COR PO RATt N O ACORb 25 2 F I��' hts reserved. ( 010/05)Q The ACORD name and logo are register"marks of ACORD +I L U03968 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL -o DO NOT PAY �_LBT__) 6883418 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES GROPIUS CONSTRUCTION INC RENEWAL SEPTEMBER 30, 2015 18811 NW 77 CT 7158801 Must be displayed at place of business MIAMI FL 33015 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS AYMENT RECEIVED GROPIUS CONSTRUCTION INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 1 CGC1520014 $75.00 08/27/2014 CHECK21-14-055421 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holdei squalifications,to do business. Holder must comply with any governments] or nongovernmental regulatory laws aad requirements which apply to the business. The RECEIPT NO.above mum be displayed on all commercial vehicles—Miami—Oade Code Sec 8a-276. For more information,visit www miamidade.novftaxcollector RICK SCOTT, G, KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1520014 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. ` Expiration date: AUG 31, 2016to„� MIRANDA, JOSE A Im GROPIUS CONSTRUCTION INC 18811 NW 77CT HIALEAH FL 33015 ' • ISSUED: 08/26/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408260001959 5% Lf! .... .....� taunt korej t Ila = R�A 10050 N.E. SECOND AVE. M1AN SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO,AICP PLANNING b ZONING DIRECTOR CF,IVED AUG 14 UK DEVELOPMENT ORDER He Number: PZ-9-13-201351 Property Address: 41 NW 1050 Street Property Owner/Applicant: Corrie Rice Address: 41 NW 105*Street,Miami Shores,FL.33138 .Agent, Mario Averhoff Address: 11600 NE 13 Avenue,Miami Shores,FL 33161 Whereas,the applicant Corrie Rice(Owner),has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special site plan review and approval.Addition. Whereas, a public hearing was held on October 10, 2013 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to construct a 425 sq. ft. addition to include a 329 sq. ft, master bedroom and 96 sq. ft,master bath. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to obtain all aired teq permits and royals from Miami- Dade app m the ' Department of Re 1Vliariu Dade Regulatory and Economic Resources,Environmental Plan Pagel of 2 DO PZ-9-13-201351 Rice t Review Division(DRER,EPRD)and the Miami-Dade Department of Health (DOH/HRS)as rewired. 4) Applicant to meet all applicable code provisions at the time of permitting. 5) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one(1) year of the signing of the development I by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(1)year. The application with conditions was passed and adopted this 10�day of October,2013 by the Planning and Zoning Board as follows: Mr.Abramitis YES Mr.Busts ABSENT Mr.Zelkowitz YES Mr.Reese YES Chairman Fernandez YES Date chard M.Fe dez C � PI g Board DO PZ-9-13-20135I-Rice Page 2 of2 MIAMI SHORES PLANNING AND ZONING BOARD Planning and Zoning Department Staff Report Hearing Date October 10, 2013 Meetin Time 7:00 P.M. Fite Number PZ-9-13-201351 Folio Number 11-2136-005-0290 Owner Corrie Rice, 41 NW 105th Street, Miami Shores Applicant Same Agent Mario Averhoff Property Address 41 NW 105th Street Legal Description DUNNINGS MIAMI SHORES EXT NO 1 PB 41-51 LOT 13 BLK 203 LOT SIZE 75.000 X 123 OR 19758-4753 07 2001 1 Property Sq. Ft. 1 9,225 1 Building Sq. Ft. 1 1,380 1 Flood Zone X Zoning R15 Future Land Use Single Family Residential Desi nation Existing Use One-family dwelling Comprehensive Plan Yes Consistenc Existing 1-story;2 bed/1 bath Year Built 1939 Structure Subject Pursuant to Articles IV,V and VI of Appendix A Zoning, Sec.400 and Sec. 600. Site plan review and a royal re wired.Addition. Action Required Approve,Approve with Other Required Village Building Permits Conditions, or Deny the Approvals DOH/HRS and Application DRER/EPRD Staff Report David A.Dacquisto, Director, Report Date September 30,2013 Planning and Zoning Background The applicant is proposing an addition to the rear north east corner of the existing residence. The existing residence has 2 bedrooms and 1 bathroom. The 425 sq. ft. addition will include a 329 sq. ft. master bedroom and 96 sq. ft. master bath. The master bedroom addition has French doors that open onto a deck in the rear yard. The roof on the addition will have color thru barrel. Analysis The addition is compatible with the existing residence and will blend with the existing architecture. The roof on the addition will match the color thru barrel tile roof on the existing structure. The design is compatible with the neighborhood and community. The proposal is consistent with the technical provisions of the Zoning Code. f --------------- acv ,Ib I� le Miami Shores Village Building Department MAR 2 6115 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 1 0& _ Tel:(305)795-2204 Fax:(305)756-8972 a -- INSPECTION LfNE tsHOIQE NU11AB 762-4949 FBC 20�O BUILDING a ter Permit No. �PERMIT APPLICATION APPLICATION Sub Permit No. / LILDING F-1ELECTRIC ❑ ROOFING `�� REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING F-1 MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: i4I NQ I o S a'Y Q E J=-C City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Cy2 21 r IZ 1 C F Phone#:_ 305 7 9 9 ,579-5' Address: W I t'�9 W ) o s- S-19` F—A City: ,�lA ► A S rl 0 2 State: FL 021 0/+ Zip: 33 1 S d Tenant/Lessee Name: Phone#: Email: + CONTRACTOR:Company Name: OKORUS °kSTJQLICTIaNfr Phone#: 706' 5'70 412- Address: 77 crr City: State: Zip: 3 3 0 Jr Qualifier Name: Phone#: State Certification or Re istration#• i Certificate of Competency#: DESIGNER:Architect/Engineer: tAA ?i 0 Phone#: �rf?d 5 5 c -2 �L"$ Address: 1 f 4' m O ij G 13 Aut. City: M 1 *—Al State: f'L Zip:_ 33 le 1 Value of Work for this Permit:$ Square/Linear Footage of Work: 3 Z cl S Type of Work: [X Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of.Work: D D'I I I_(�.� D r A f LA'/ iA A M.1 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ 2j=1 e Q Radon Fee$ a/'20 to2_ DBPR$ . a Notary$ Technology Fee$2n%�kfC__3 Training/Education Fee$ 2-6. :2 a _Double Fee$ Structural Reviews$ a4 0 1Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 01 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 }FZip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,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 'r for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature .F OWNER or AGENT CONTRACTOR Thi fore going instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �� '20 )7S ,by day of ,20 157 by 424C� ,who is personally known to '-10-TC. A• M.Aom D& ,who is personally jknown to me or who has produced 3 c—' ' �' as me or who has produced F(— 4--el LAw L iC as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: � ,1;p Sign Print: n '� �` h = Prin (� ', LOURDES ARIAS-AMADOR Seal: ° E. Seal Notary Public-State of Florida ` ' "` .• \ "s,: �o c My Comm.Expires Aug 19,2015 Commission#EE 119459 iU7Z *-----�x APPROVED BY ft Plans Examiner J L Zoning I) Structural Review Clerk (Revised02/24/2014) Miami Shores Village a t � Building Department 7�& 0a 2015 581 �tx . r s, Florida 33138 284 F :( 5 756-8972 — (305)762-4949 FBC 20 10 BUILDING Master Permit No. RC PERMIT A=ON Sub Permit No. EU ❑BUILDING LECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '-' a N Vj 1o5 5 -1 City: Miami Shores County: Miami Dade Zip: -331150 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): C Of C e— Phone#: 30�; Address: /-A ) N VI `_ 10 5 51 City: N t A n), S 1 Ap 9 e-5 State: �� 4 Zip: 3 3115 0 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: Address: l 1 City: 'Y\^^ t 9W,VVN i Stater Zip:: ?2 Qualifier Name: W1 [ (/� MI cQ Z Phone#:2U6 a TS-2 9Z-f., State Certification or Registration#: 3 0!7� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ,(D o 0 Square/Linear Footage of Work: Type of Work: Addition ❑ Alteration ❑ New ❑ Repair/Replace A ❑ Demolition Description of Work: .J- 5`T A I( e c,i 9-tc- 00 h \ V,> °' , �'b��4�fo C'��ll1�:{il'�i•7 .SBvi;,.! Specify Submittal vm�"law,A,-iq (J ..,t ®l® CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 Indic I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to mee standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature CQ— Signature U)J,",64 OWNER or AGENT CONTRAC OR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �-�day of/Yf, -A ,20 I_ , by '-' day oof'� /-I X ,20 /f- by 00,6d to 2.4r" who is personally known to Ute 42 QWZ�Afa2. ,who is personally known to me or who has produced ' Q1'. as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si ign: 7�v Print: off°'"' r;da Print: ,pax wU0 Notary u a MEAN=SANCME2 Seal: ®� �`° Joanna M Feliciano Seal: Nogry Publk-Iii1�e of Fiai� PII Con,rrission FF 082753 yF� `> � Evcpires 0111212018 • • My Comm.EXpWas Oct 2.'2018 ,�ffi��°'/ " ° -' t .�•'r Commb�lon 0 FF 1GMS Bonill0grou�Na�l Awf. APPROVED BY /plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1 r Miami Shores Village 7MMAY T�iD Building DepartmentZBY: 6 2015 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. /9z ,/1 PERMIT APPLICATION Sub Permit No. qj(DG ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ° MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CON RACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is t Building Historically Designated:Yes NO r Occupancy Type: / °� Construction Type: _ $Flood Zone: BFE: FFE: I IN OWNER:Name(Fee Simple Titleholder):%�� 9 Phone#: Address: / City: ✓� State: Zip: � Tenant/Lessee Name: Phone#: Email: /7 CONTRACTOR:Company Name: � 6� �� syr ' Phone# �1�� Address: City: /� /. <' ��° State: Zip: /��_�� Qualifi r Name: / � �� Phone#: 6041 f 2 1 16, 1--3 State Certification or Registration#: �� q" Certificate of Competency#: Zz -2,g�'e 7 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: ,VAas e.-of-Work-forthis Permit:i�— , Square/Linear Footage of Work: Type of Work: ,0 Addition ❑ Alteratiop New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ ` CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) f Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature t Signature .aa OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 00 I day of e2qj6fj0,h .20��1�.by day of � ��' 20 by who is personally known toe� V�-�'d`who is personally known to me or who has produced_ 0C�L /_C___ as me or who has produced A as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: gyp® Sign: - Sign• -----� K��' � Print: Print: Seal: Seal: rP�•., T.TERRADES nv Nota Public State of Florida p,��"'A"••.A�. °�� `� =?° 6SCOMMISNON#EE872543 Joanna M Feliciano A;?6 FIRES:FEB.07,2017 n4y commission FF 082753 c trirps n9�17eq•I R hvnaP www.AARONNOTARCeom APPROVED BY -Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUS'l RY LICENSING WARD (850) 487-1395 1940 NORTI I MONROE S 1"RULT TALLAI 1ASSFF F L 32399-0783 RODRIGUEZ, ERIC QUAAMEG CORP 19641 NW 32ND 0T MIAMI GARDFNS FL 33015 Congratuiations! With this lir ense you bo=rno one of the neady one-nil!on 9oridians licensed by the Departrriont of Dusihess and Professional Regulation. Our professionals and businesses range S'Wr or F1 ORWA restaurants, frorr,architects to yacht brokers,from boxers to barbequc TMENT OF BUSINF88 AND Q DEPAR E.0 keep Flon onorTry stiong, "'R- ana they kr,.- da's or PROW- 3 NAL IJIATION Every day we work to improve the way we do Wsincss In order to W"I 2499,73 ? ij, 11,9116,127014 serve you better. For inf6rma*jan abalit our senores, plealog ordo www.m-yfloridalleen-,e.com. Thort,you can find mom mformation crwrilvo NJQAI1C-f) 71 ;1-01H nhw our dromor.i, and the regulations that impact you,sibrndbe EZ to department newslettem an learn more about 1jte Depariment's Qumrc ulate Fairly. ,w .Effx�untly,Re!j Ou,, rr.l �x ssw at the Depare tmnt is: I.im 'No consta-My stfiveto some you better so that you mn serve your customets. Thank you fb�. doing business in Florida. IS CEP IEEE) uv.dcr the p fovj-*ian%of C�IAPO FS and congratulat.'bns on you! new license! r-2pkto-,dlatfa:AJG 21,7016 I.14JS',6fr.rHW7 DFI AGI I 1-1 ERE RICK SCOTI-,GOVERN011 KEN LAWSON,SECRETARY STATE OF FLORIDA OJEEPARTIVIENT OU BUSINESS AND PROFESSIONAL REGULAMON C046TRUCMPN INDUSTRY LICENSING BOARD- 72413 The FAECI MIC A].CONTRACTOR. Named Imlovi IS CLRf1F1E-r) Qqdler the provisions bf Cluiptot 409 FS Fxplration date: AIJG-31' 2010 um 0i R0DR1(AJFZ,, EFRIC QUAWC CORP 19641 NW 82ND GT - Mt Cr M DISPLAY AS REQUIR170 BY LAIN ISEQ 0 1-1409,160=517 F- t�'- �'� � � ?3,..(�. '�; rr '1a ',�!,. mr r:i,f y4 r'�j^If y,�Fa ,I �� -I rqr•'+}� .€� ,•.�.t"U�� _ f aii+ f#+_ Vis, ..,; r. v; -�=:,=r�' .cur:f' �r"..�irr .,9'• �.:•^ ix � n,.,r ;.:r ,f. .,�a.iJ,itr �.rlx� i- aaa �r _ _ �.t�.��i��s� �;1�F •ear z.Vi.: * �: ., Y• it=- - _:o, =q r•z::�, ��p•,,, r r.'_-: .- y,�t.,c ,-i', • :,?�,1r ,a, 'r- •: .,'r ;•. to w. - - - Y•r,. ,.i _ >.r' i�•'. \ta r• ,► •„.- •, �• r+' �6i -•. - =fir �'J c � _ 4-1 y R.,:.._ - e5�•k"z•.. -..r �,„.Js � [;b iJ J;M•! i;�. t =.c�tE+'.,.c.. ,,.' :?. ry-, -,•-:aY. c P.-..;:n ._ `._E f,=.$'1 a l.! if;'1' +. .., '.Ic _,r;•,_..c.:.._ :..1'1' !Ix. is 1. n -t..h yc h a a ��• �, i �-'3 s! ht� i�_,:._ �.xu • ■ 4; + p RZS DATE(MMfDD,'YYYY) �® CERTIFICATE F LIABILITY INSURANCE 8045 05/05/2015 THIS CERTIFICATEIS ISSUED AS A MATTER OF INFORMATION ONLY AND COFFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEW 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 cenMcste holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATIONIS WAIVED,subject to the term and conditions of the policy,certain policies mmy require an endorsement. A statement on this certificate does not confer rights to the Certificate holder In lieu of such endoraernent(s). CONTACT AUTOMATIC DATA PROCESSING INS AGCY (ac.No.PHONE EA: TF—AIX ac.Nor• 250717 P: F: E-MAIL ADDRESS: PO BOX 33015 INSURER(S)AFFORDING COVERAGE NAICa SAN ANTONIO TX 78265 INSURERA: Twin City Fire Ins Co INSUM INSURER e: INSURER C: QUAMEC CORP INSURER D: 2670 W 84TH ST INSURER E: HIALEAH FL 33016 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OFUsSURANCE ADDL SUBS P®LICYNUMSER POLICTEFF POLICPEYP LLNITs ffm-AMAI4f/DDPf"YF'I' COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 5 CLAIMS-MADE®OCCUR DAMAGE TO RENTED PREMJSES(Ee omarence S MED EXP(Ary am Peron) $ PERSONAL&ADV INJURY g GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POUCY®JECT®LOC PRODUCTS-COMPlOPAGG s OTHER: S AUTOMOBILE LIABILITY COMEINEDS04GLE UMI 6 Ea accidem) _ ANY AUTO BODILY INJURY(Per person) 9 ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Ppr aaklenp HIRED AUTO NON-OWNED PROPERTY DAMAGE $ AUTOS (Per acciderm J UMBRELLA UAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE RETENTION S 8 nOdA'ERSCOMPENSAT/ON .4.VD 01PLOYERS'LL4aD.ITP `{ STAOTUTE ER _ ANY PROPMETORMARTNERAD*CUTNE Y/N EL EACH ACCIDENT 11, 000,000 OFFICERMIEMBER EXCLUDED? A ( lRNH) ® N/A 76 WEG KU3176 03/22/2015 03/22/2016 E.L.DISEASE-EA EMPLOYEE 1,000,000 DESCRI�ONN of OPERATIONS below E L asEr�sE•Poucv Lronl 11, 000,000 DBSCWI7ON OF OPEM"ONS/LOCATIONS/1/-VUES(ACORD 101,Additional Remarks Sthe&ft may be eftcMd H snore spree Is rwpbvM Those usual to the Insured's Operations. Mechanical Contractor: CMC 1249973 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE 10050 NE 2ND AVE E RED IN ACCO DANCE WITH THE POLICY R VISIONS, AaJrrRMED REPRESENTATIVE MIAMI AHORES, FL 33138 / ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD BILL 10A ' ilna � . n,certcat�d li �tc tai . IMONAL PTE x,.2075 Z00 w 84 ST' 0727007 Vv�t,be di6playe4 at Plm4� of busit�9sc FL 3 i!!'umva3sk�iypA County yCOOS , 4Y;41»Y4ti�q' 'St7 ��1411CR SFr' 'fYPlE OF BUSIPJFSS �g Qu*ac co[ti 19�a ti i ti � I+�E�`H AdE AL,f;3�l f 3 C:L?'�V TAX d0lJACTj$A, $45.00 09/7.2/2014 tttkr{° f?�l& � 9E3 CREDIT R --14-038,465 F a k at®e�a�aad spe Rec;yip xyss y ardi sm p+ay mt d the LrtcKj MIAHms marc,pw�,IPogig gtaY�<Hr�rr�r n�a4!da��dG��?'�gaa�ir9i�ti�"�an�.ts�datar�9v��s. d#ael��t� i�t� Fu°rt'9mtiFkd�fi�� "' � ut�vcr�a�t�� at�s,�g,b��s'd�drs�aarrc�t�i��mpnP^�t�tlr��sstsirr� . :'ismeEC��PRI��.sa5c+a�t�4caA�#r�dir,�layca� �6tG��nce�n;iatvataiiral+�s—td�ia�t+iAL4a�eCae9a:�c��ae>dd@ ftar st�rsFa?!r+at:�?E.ver"�avus�tr�.r�iar�a�adsress�r�f �ri�c�Pr JUN 2 4 2015 mario averhoff p.a. reg. no.AR94947 N711111 e PAGE 79 11 L F, DATE: March 24, 2015 PROJECT: BUILDING REMODELING ADDRESS: 41 NW 105th ST MIAMI SHORES , FLORIDA 33150 DESIGN BY:MA 0000 0000 0000.. 9 • • .. 0000 0000.. 0000 9000•0 , \ 0000.. . . 0000. •99.9• •• • s999• •• •• •w • •♦99•• • • • • • 6 � �- 0000.. III • . . • •• • MARIO AVERHOFF P.A. REG.No. AR94947 11600 NE 13"'AVE Miami, Florida 33161 p. (786) 556-2805 9 f. (305) 857-8337 marioaverhoffO-mmaii.com mario averhoff p.a. reg. no.AR94947 PAGE 11/9 INDEX DESCRIPTION PAGE Wind Loads 1 End Truss reaction 6 Fill Cell Calculation 8 e • • • •••• •••••• •••••• •••• •••••• • •••• • •• ••••• •••••• •• • ••••• •• •• •• • •••••• • 11600 NE 13th AVE Miami, Florida 33161 p. (786) 556-2805 •f. (305) 857-8337 marioaverhoffCa)gmail.com I x 1/9 MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 4/24/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\PROJECTS\MARIO AVERHOFF\41 NW 105th ST\NEW CALCS O4-24-15\WIND.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3.06 : 12 Slope of Roof(Theta) = 14.32 Deg ` Ht: Mean Roof Ht = 12.00 ft Type of Roof = Gabled RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.00 ft Roof Area = 2910.00 ft^ 2 Bldg Length Along Ridge = 60.00 ft Bldg Width Across Ridge= 45.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm)^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0.92 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) /(1+1.7*3.4*lzm) ) = 0.88 0000 Gust Factor Summary • • �••••� 0000•• Not a Flexible Structure use the Lessor of Gustl or Gust2 =•4.085 0000 •� 0000•0 64.4 0000•6 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCp�i,,:,, . . . GCPi Internal Pressure Coefficient = ,+.4;0.18 .. a ;0909; • • • • 0000 • ••• 0000• Figure 27.4-1 External Pressure Coefficients ";"; 009,1'0 00000 0 Cp - Loads on Main Wind-Force Resisting Systems " " " ' 0000 6 •000•• 0 • • • • • 0640•6 0000•• • • • 0.044• 0 0 0 0 f 2/9 - n beta h L z �3 Kh: 2.01* (Ht/Zg)^ (2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V)^2*I*Kh*Kht*Kd = 56.57 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2910.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 60 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- •••• Leeward Wall -0.50 -34.22 -13.86 . • 0000•• •••••• Side Walls -0.70 -43.84 -23.48 ' ' ' ' •• • 0000 • Wall Elev KZ Kzt qz Press Press Total •.•i•• 0000 00.00• ft psf +GCpi -GCpi +/-GCpi 000000 0.0.00 Windward 15.00 0.85 1.00 56.57 28.28 48.65 62.51 �••.•� i 696* 0.000 0000•• •• • ••..• Note: 1) Total = Leeward GCPi + Windward GCPi • • • • • •• •• •• • 000..0 • 000.0• • • Roof Location Cp +GCpi(psf) -GCpi(psf) i : • • ••.•i• ----------------------- ------- ---------- 0000•• Windward - Min Cp -0.54 -36.15 -15.78 • • • 0000•• Windward - Max Cp -0.03 -11.63 8.74 �� •� i•i • Leeward Perp to Ridge -0.47 -32.78 -12.42 Overhang Top (Windward) -0.54 -25.97 -25.97 Overhang Top (Leeward) -0.47 -22.60 -22.60 Overhang (Windward only) 0.80 38.47 38.47 MWFRS-Wall Pressures for Wind Normal to 45 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.43 -31.02 -10.65 E 3/9 Side Walls -0.70 -43.84 -23.48 Wall Elev KZ Kzt qz Press Press Total ft psf +GCpi —GCPi +/—GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 15.00 0.85 1.00 56.57 28.28 48.65 59.30 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 6.0 ft -0.90 -53.46 -33.09 6.0 ft to 12.0 ft -0.90 -53.46 -33.09 12.0 ft to 24.0 ft -0.50 -34.22 -13.86 24.0 ft to 60.0 ft -0.30 -24.61 -4.24 c • • r I 4/9 MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MEGA Enterprises, Inc. Copyright 2015 www.mecaenterprises.com Date 4/24/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\PROJECTS\MARIO AVERHOFF\41 NW 105th ST\NEW CALCS O4-24-15\WIND.wnd KZ-113U ,-2-1-3 ROOF no I I 1 I shomm a r R'sII� W Gale Roof 7 %0;=45 Wind Pressure on Components and Claddingy (Ch 30 „Part 1) iI2 pressures shown are based. upon STRENGTIf Design, t h a L Load Factor, of: � Width of Pressure Coefficient Zone "a" = 4.5 ft Description Width Span Area Zone Max Min Max P Min P ft ft £t^2 GCp GCp psf psf -------------------------------------------------------------------------- TRUSS 2.00 13.33 59.2 1 0.35 -0.82 29.73 -56.72 •.•• TRUSS 2.00 13.33 59.2 2 0.35 -1.31 29.73• -84.50 60000• 0606•. TRUSS 2.00 13.33 59.2 3 0.35 -2.14 29.730;131;04 0000 .' DOOR 2.5 X 6-8 2.50 6.67 16.7 4 0.96 -1.06 64.53..W�p,19 00;0 66.6:9 DOOR 2.5 X 6-8 2.50 6.67 16.7 5 0.96 -1.32 64.53 - 4.94 WINDOW SH 37 X 50 3.08 2.10 6.5 4 1.00 -1.10 66.75@0 � 11*41 • :••0•: WINDOW SH 37 X 50 3.08 2.10 6.5 5 1.00 -1.40 66.75.otM 38 :0. •o 0 0 WINDOW SH 30 X 50 2.50 2.10 5.3 4 1.00 -1.10 66.75 *!".41 ' '• 000000 WINDOW SH 30 X 50 2.50 2.10 5.3 5 1.00 -1.40 66.75••.89:38 �••0•• 00.00 WINDOW SH 53 X 50 4.43 2.10 9.3 4 1.00 -1.10 66.75••-9E.41 •• • 00•000 WINDOW SH 53 X 50 4.43 2.10 9.3 5 1.00 -1.40 66.75.0.8@438 6 6• WIN FIX 74 X 12 6.16 1.00 6.2 4 1.00 -1.10 66.75: -72:41 • . 6066:0 WIN FIX 74 X 12 6.16 1.00 6.2 5 1.00 -1.40 66.750 -8$.38 0 0 FILL CELL 2.67 8.00 21.4 4 0.94 -1.04 63.46••Wt9:12 • 00• 0000; FILL CELL 2.67 8.00 21.4 5 0.94 -1.28 63.46 -82.79 • • • Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 56.57 psf r : 5/9 MECAWind Version 2 . 1 . 0 . 6 ASCE 7-1 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterpr.ises.com Date 4/24/2015 Project No. Company Name Designed By Address Description City Customer Name State Proj Location File Location: C:\PROJECTS\MARIO AVERHOFF\41 NW 105th ST\NEW CALCS O4-24-15\WIND.wnd Roof not I I 1 I ! 1 I shoNim 1 112 2; 1 11 'A2 154 r 3i 2 13 I 1 1 I t I I 1 I Walls Gable Roof 7 <0<=45 Wind Pressure on Co onents and Clddan , (Ch 30 Part 1) A2Z p,�e�st yes sh�s�� s"seg up�A AsD 'D&satrni w, h 'a L ad F-!C'to� Width of Pressure Coefficient Zone "a" = 4.5 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- TRUSS 2.00 13.33 59.2 1 0.35 -0.82 17.84 -34.04 0000 TRUSS 2.00 13.33 59.2 2 0.35 -1.31 17.84• -5,0.70 00000• 0000•• TRUSS 2.00 13.33 59.2 3 0.35 -2.14 17.84.01-•18;.63 *000 0• DOOR 2.5 X 6-8 2.50 6.67 16.7 4 0.96 -1.06 38.72••• .-•4� 11 • • 0000 0000•• DOOR 2.5 X 6-8 2.50 6.67 16.7 5 0.96 -1.32 38.72 -00.97 WINDOW SH 37 X 50 3.08 2.10 6.5 4 1.00 -1.10 40.05•*"M45 :0000: WINDOW SH 37 X 50 3.08 2.10 6.5 5 1.00 -1.40 40.05••=' 03.63 :�• •• • • WINDOW SH 30 X 50 2.50 2.10 5.3 4 1.00 -1.10 40.05 •='3.45 • •• ••;••6 WINDOW SH 30 X 50 2.50 2.10 5.3 5 1.00 -1.40 40.05••:5'3. 63 •• • 96.00 WINDOW SH 53 X 50 4.43 2.10 9.3 4 1.00 -1.10 40.05••-4#3x45 0000•• ••••:• WINDOW SH 53 X 50 4.43 2.10 9.3 5 1.00 -1.40 40.05.00-&3•.63 0 •• WIN FIX 74 X 12 6.16 1.00 6.2 4 1.00 -1.10 40.05: -13:45 • • 000000 WIN FIX 74 X 12 6.16 1.00 6.2 5 1.00 -1.40 40.050 -503.63 ;"••• 0 0 FILL CELL 2.67 8.00 21.4 4 0.94 -1.04 38.08•.�%1r47 • 000 0000: FILL CELL 2.67 8.00 21.4 5 0.94 -1.28 38.08 -49.68 • • • Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf i 6/9 PROJECT: NEW ROOF FOR: ADDRESS: ULTIMATE WIND LOADS ZONE 1= 85 psf (C&C} ZONE 2= 131 psf (C&C) SIDE WALLS= 63 psf (MWFRS) ASD WIND LOADS ZONE 1 51 Overhang= 0.5 ZONE 2 78.6 SIDE WALLS= 37.800 BUILDING WIDTH= 58 ft BUILDING LENGTH(Lg)= 13.33 ft BUILDING WALL HEIGHT(H)= 8 ft BOTTOM CHORD LOAD(P) = 200 Ib LOADS GEOMETRY psf psf psf D+L L2 (total) 14.33 DL WIND Y) WIND(X) GRAVITY a(Z2, Z3) 4.5 ZONE 1 25 49.14 13.64 55 H (TRUSS) 1.85 ZONE 2 25 75.74 21.02 55 AREA AF. 2 SLOPE X:12 1 3.33 REACTIONS A R 358.25 1183 5.63 788.15 B R 358.25 1183 5.63 788.15 A Rx 43.65 B(Rx) 43.65 0000 . . 0000 0000.. GRAVITY 888 # Truss S 0.00 •• UPLIFT 1045 # 0000.:PAR9Ti�, 0000:. SPS Z T J :0000: LATERAL2 346 # H <q, ••• •�� r . • • 000 •• • 00000 • • ••• • • /is •00000 STRAP RESISTANCE VALUES 0: 0 •. • ••.••• 0000. • • • 0000•• TIO 00 • 0 000 • • GRAVITY A •• UPLIFT NA LATERALI NA 0.00 LATERAL2 NA 0.00 STRAP I TE CTI EVALUATION Acts Aclaml Liat I Armed Lot 2 7/9 GRAVITY 110 LB/FT 1.85 FT 888 # 13.33 FT 888 # Z2 Z, UPLIFT Z2 Z, Z2 151.4759 LB/FT 98.285864 LB/FT 151.4759 LB/FT 98.28586405 LB/FT 151 LB/FT 7 I a Y1 a a Y1 a 1.85 FT 1183 # 13.33 FT 1181..• ... .. *..a .... � 10PSF-WL(+Y)= 143.3 -1182.9 -5.6 •••;•• ...• ••• �• NET UPLIFT= 1045 # •0.000 • LATERAL 0 51030 0 . 0 .. 0 42,03 LB/FT 1.85 FT •-27.b,2 LB/FT X1 0 LB/FT 5.6 # 5.6 # 43.7 # 13.33 FT 346.1 # 8/9 Company April 24, 2015 • Designer Masonry Title Job Number : FILL—CELL Checked By: CRITERIA MATERIALS GEOMETRY Code : MSJCO2/IB(M3sonry fm : 1.5 ksi Total Height : 8 ft Special Insp : Yes Masonry Em : 1125 ksi Eq Sld Thickness: 4.604" Reinforced : Reinforced Steel fy : 60 ksi Blk Grouting : Partially Grouted Slender : No Steel E : 29000 ksi Grt/Bar Spacing : 48" Vertical Bar Size: #5 Blk Material : Conc 135 pcf End Face Dist : 4.81 in Grt Weight : 140 pcf ENVELOPE DIAGRAMS Min: .358 at 8 ft Min: -.199 at 8 ft Max: .398 at 4 ft COMBINED CHECKS k/ft k/ft k (fa+fb)/Fb : .346 fa/Fa : .03 fs/Fs : .585 y AXIAL SUMMARY fa : .01 ksi Fa : .35 ksi BENDING SUMMARY fb . .162 ksi r Fb : .5 ksi fs : 14.033 ksi Fs : 24 ksi SHEAR CHECKS fv/Fv . .096 3 u/U : .457 •Y1• SHEAR SUMMARY • fv : `•4 ksi .... .' Fv : .M•• ksi •.o• ••.•s• P V M u : •09b+• ksi •• •• :••••� Max: .798 at 0 ft Max: .199 at 0 ft U : *29*** ksi : ***o ••••• APPLIED LOADS DETAILS "�"• "�'� """ Load Pressure Load, Q Axial Load,P Moment,M Line Load,L ;";': '. Category Magnitude(ksf) Magnitude(k/ft) Magnitude(k) Magnitude(k/ft) Height, 1414#}.DL DL 0 0.163 0 0 : •�• 0 • :00 ••••: LL 0 0.195 0 0 0 •� o EL 0 0 0 0� 0 WL 0.083 0 0 0 0 t RISAMasonry Version 1.0 [C:\Users\AGO\Desktop\SOFTWARE\RISAMasonry 1.0.rma] Pagel 9/9 Company April 24, 2015 • Designer Masonry Title Job Number : FILL—CELL Checked By: DESIGN DETAILS AXIAL DETAILS BENDING DETAILS SHEAR DETAILS Max Axial : .578 k/ft Max Moment : .398 k Max Shear : .199 k/ft Location : 4 ft Location : 4 ft Location : 8 ft Load Comb : 5 Load Comb : 5 Load Comb : 5 Rad gyration r : 2.66 in k : .23 Sh Wdth/c/c Reinf 48 in h'/r : 36.09 d : 4.81 in Perimtr/c%Reinf: 1.963 in Red Factor R : .934 j : .923 LOAD COMBINATIONS LC Label ASIF DL LL EL WL SL RLL OL 1 IBC 16-7 1 1 0 0 0 0 0 0 2 IBC 16-8 1 1 1 0 0 0 0 0 3 IBC 16-9 a 1 1 1 0 0 0 1 0 4 IBC 16-9 b 1 1 1 0 0 1 0 0 5 IBC 16-10 a 1 1 1 0 0.6 0 1 0 n 6 IBC 16-10 b 1 1 1 0 -0.6 0 1 0 7 IBC 16-10 c 1 1 1 0 0.6 1 0 0 8 IBC 16-10 d 1 1 1 0 -0.6 1 0 0 9 IBC 16-10 e 1 1 1 0.7 0 0 1 0 10 IBC 16-10 f 1 1 1 -0.7 0 0 1 0 11 IBC 16-10 g 1 1 1 0.7 0 1 0 0 12 IBC 16-10 h 1 1 1 -0.7 0 1 0 0 13 IBC 16-11 a 1 0.6 0 0 0.6 0 0 0 14 IBC 16-11 b 1 0.6 0 0 -0.6 0 0 0 15 IBC 16-12 a 1 0.6 0 0.7 0 0 0 0 16 IBC 16-12 b 1 0.6 0 -0.7 0 0 0 0 • • 0000 0000•• 0000 • • .:60:0600 •.•• 0000•• • 0000•• • Lees: 0000 • •• ••••e 0000•• •• • 0000• •• •• •• • 0000•• • 0000•• • we • • • • 0000•• 0000•• � • • • 0000•• RISAMasonry Version 1.0 [C:\Users\AGO\Desktop\SOFTWARE\RISAMasonry 1.0.rma] Page 2 L • RAMWAADMMSMUMN 1360ZI'AVGARDfEdSDR PROJECT: 55 pSf T PAGE: • VflE2034SUff2W CLIENT: DESIGN BY: NOMW VAN BEACH,FL 33179 JOB NO. : DATE : REVIEWBY: DesWgn of Mlasorwy Bearing Wall with OI .ng Sasw gh TMS 40141 • t INPUT DATA&DESIGN SUMMARY Pfi t TYPE OF MASONRY(1=CMU,2-BRICK) i CMU s XSTRENGTH 1eJ = 1.5 Issn -------------------------- Z REBAR YIELD STRESS fy = 60ksi GRAVITY LOAD,ASD P = 410 bs/11 ECCENTRICITY e = 0 ` in Xs LATERAL LOAD,ASD w = 54 psf iC&C OPENING WDTH L = 6.17 ft LINTEL HEIGHT Lintel = 1 ft THICKNESS OF WALL t = 8 in PARAPET HEIGHT hp = 0 ft �T, L 1 (psf) WALL HEIGHT h = 9.5 g ELEVATION SECTION ALL VERT.REINF. 1 layer # 5 aD 48 in o.c.(at middle) VERT.JAMB BARS 1 # 5 LINTEL VERT.REINF 1 leg # 5 @ 48 in o.c.(at middle) LINTEL BOT/TOP BARS 1 # 4 DIAPHRAGM SUPPORT LINTEL LATERAL LOAD(Yes,No)? yes [THE WALL DESIGN IS ADEQUATE.] ANALYSIS CHECK JAMB CAPACITY UNDER LATERAL&AXIAL LOADS(TMS 402-112.3.3) bell= 6t= 48 in,(TMS 402-11 1.9.4.2.3) V2 PJamb= P(beff+0.5 L)/beg= 709 lbs/ft,at ledger a WJamb= w ibeff+0.5 L)1 beg= 96 psf S= 4.75 it (Assuming that opening has same wall loads.) Mmo Mmax= 1133 ft4bs/ft PM= 1438 lbs/it,at max M section As= (wall+Jamb)= 0.12 ina/ft V� Mapoe,= 1220 ft-lbs/ft > iwmax [Satisfactory] SECTION w (Psf) Shear Moment (See MasonryBearingWa/WBC.x/s on www.engineering4ntemational.com for the MaiIow at PM calculation, or see Masonry Designers'Guide,Third Edition,The Masonry Society,2001.Page 12-25.) Vmax= MAX(V, ,V2)= 454 lbs/it < Vanow= 4728 lbs/ft [Satisfactory] CHECK LINTEL CAPACITY UNDER GRAVITY&LATERAL LOADS(TMS 402-112.3) fb= Gravity + Lateral = 359 Psi * 0 Psi = 359 psi s. < Fb= 495 psi [Satisfactory] fr.= Gravity + Lateral = 20002 Psi + 0 psi = 20002 psi < Fs= 32000 psi [Satisfactory] i where MGav= 3176 ft-lbs P= 0.002496 ,for gravity As,Gav= 0.2 int k= 0.278 MLat= 793 ft-lbs P= 0.002719 for lateral As,Lat= 0.2 int k= 0.004 fu= Gravity + Lateral =( 25.702 + 0.00 2 )0.5 = 25.70 Psi < Fv= 44 psi [Satisfactory] 13 I C V LT,V4&-Tv- of �=-- 84.� X O • =- 50.7 10* LA 0 a� 78. 6 x cos8 = 79 .-74 S$ VL� 50. 1 x cos& vx - 7$.(� X s toe - 2R;2- Vg - 5C) •? x 0Sjiva) = 13 .6 PSf -21 . ,L a,ss At ti it P C tC�2� - � P 1 ' - fg �S.74- x 2 51 .4 - Up LIC ---------- 7. 5 ��j" C. l.ac d 'Y•t} O S 3u t uc. amu- '4V 6{+ • = '8 --o \^/.w o 1 . C-T ava� �.5 L To Tl2uss, '87. >1127 ZZ t t3.33 - Z`t�-67 _ 114-(5 1-5 � � =p }Dsma18uTeo l�v�Ti2u ES -7 3 Lb _ ZS,.4 11.b/C--C S8 f� �� zs. ► > e ft - SC -62- 7-1 z2! . ►3 p I,occ� Lb . s-1 "� L 443 Lb . i r . VIPIN N. TOLAT, P.E. N/7 15123 Lantern Creek.Lane, � ieri» - izafirclr 14aust6n,TX.77068-3831 p TEL: 281-444-9183 Fax: 281-444-9184 Email: vtelait@sbcgiebal.net Page 1 ENGINEER'S EVALUATION REPORT#NU0413 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors REPORT HOLDER: NuVue Industries Inc; 1055 E.29'x'Street, Hialeah,FL. 33013 www.nu-vueindustries.com nuvue@bellsouth.net Phone: 305-694-0397 Fax: 305-694-0398 1.0 EVALUATION SCOPE: Compliance with 2010 Florida Building Code-Building and Residential. 2.0 PRODUCT DESCRIPTION: Refer to tables 1 through 21 of this report for Product name,size,size and number of fasteners,fastening details shown in the diagrams and the allowable loads. 3.0 STRUC'T'URAL SPECIFICATIONS : 1. Steel shall conform to ASTM A653, SS grade 33,min.yield 33 ksi,min.tensile •••••• strength 45 ksi and min.galvanized coating of G 60 per A§TM A653. sees** 2. Allowable loads and fasteners are based on NDS 2005: ... ••;• ••• • 3. Design loads are for S. Pine,specific gravity 0.55.Design loads for othopspecies shall be adjusted per NDS 2005. *see •• . '••••• 4. Allowable uplift loads have been adjusted for load duration factor CD of f 1. . •• 06000 Allowable gravity loads have been adjusted for CD values of 1.0, 1.15, 1 ;1x25 par'.'. ••'••• .. 0 000000 table 2.3.2 of NDS 2005.Design loads do not include 33%increase fmsteel and concrete. ' : . •. ....�. 5. Concrete in Tie beams shall be min.of 2500 psi. Concrete Masonry,Graf t,and •• mortar in concrete masonry shall be min.of 1500 psi. Concrete masonry'shAll • :0: :s e•': comply with ASTM C90. 6. Combined load of Uplift,Ll and L2 shall satisfy the following equation. Actual Uplift + Actual Ll + Actual L2 =1.0 Allowable Uplift Allowable Ll Allowable L2 .... ...._... _0000_ _ __ . __ 0_000__._........ F i s Page 2 4.0 INSTALLATION Installation shall be in accordance with this report and the latest edition of Nu-Vue industries Catalog.The information in this report supersedes any conflicting information in the catalog. 5.0 EVIDENCE SUBMITTED: Test reports submitted by Product testing Inc,(PT) Atec Associates Inc(Atec) and PSI Inc and signed and sealed calculations in conformance with FBC 2010 by Vipin N.Tolat,P.E. Product Test#/Test lab Date tested Tested NVTA/NVTAS 02-3938/PT 8/6/02 NVTA/NVTAS 02-4073/PT 11/6/02 NVTA/NVTAS 02-4074/PT 11/6/02 NVTA/NVTAS 02-4075/PT 11/6/02 NVTA/NVTAS 31.22456.0002/ATEC 7/6/02 NVBH 24 02-4096/PT 12/3/02 NVUH 26 024095/PT 1/17/03 NVRT 034177/PT 2/3/03 NVRT 03-4202/PT 2/19/03 NVRT 03/4270,4271/PT 3/27/03 NVTH/NVTHS O44698/PT 4/15/04 NVSNP3 03-4482/PT 9/15/03 NV358 03/4543/PT 12/19/03 NV458 034590/PT ••12/31/03.0000. • NVHCL/R 03-4625/PT off 1/04 •••• •••••• NVSTAINVHTA 04-4641,4642/PT 3117"22/0}•;;•• • NVJH24,26,28 03-4385,86,87/PT •••.SQ0/03 • NVS0236 034349,57,58/PT 5/13,$1P9,5j20/03:•o •o :••••: NVTP4 034303,44/PT t/21'5/1103• •• ••••• NVTP4H 034345,43/PT yjl:�15103 •..'.' ...... NVHC43,43/2 70-02-94-00381/ATEC ...4).127/95 AB5 05-5195,95A/PT ' 2/15/09 0000:0 AB7 05-5196,96A/PT .EI15/0$••••' NVHC37 03697.0001/ATEC 0* 11/27/90 :o: ::sees: : IKEI 05-5612/PT 3/20/06" IKE2 06-5622/PT 5/1/06 NVTHJ26 04-4995/PT&1.38-96013-O1/PSI 1/31/05&2/7/89 NVTHJ28 044996/PT& 138-96013-05/PSI 1/31/05&12/2/89 ............._ _ . ....................._ _._. _ ............... a Page 3 6.0 DESIGN: 1. Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads are based on allowable stress design per NDS. 2. Capacity of wood members is not covered by this report Allowable loads shall not exceed the capacity of wood members.Capacity of wood members shall be checked by Engineer/Architect of record. 3. Wood members with which the connectors are used must be nominal dimension lumber or approved structural composite lumber. 7.0 CODITIONS OF USE: 1. NuVue Industries metal structural connectors described in this report comply with or are suitable alternative to what is specified in section 1.0 of this report. 2. Design loads must be less than the allowable loads shown in all the tables of this report 3. The connectors must be manufactured,identified and installed in accordance with this report and the manufacturer's instructions. 4. Products covered by this report are manufactured by NuVue industries Inc in Hialeah,Florida under a quality control program with inspections by NAMI Inc having State of Florida license#QUA 1789. r N. T04 .... '.. Florida N.Tolat,P.E.E. �:b-a ,.••�±.•.., '9,� •, FlOritlaP.E.#12847 � G.N$A•.,• ''i� •.• 00.0•• Osseo* so 4/1512013 No,12847 ease•• •. vnVnu04l 3 -p s-rATE O •••••• •• ��•• � �� ,4U 0000 • •• see•• 1r, •,rl O{y 1 r,`r• ® •� 00.00. •• • •0OOe0 00 0000•• ••••e• • • • 0 • • • • • i I t _ Page 4 TABLE 1 Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS 14 G Straps, 20 G Seats Perpendicular to wall H Product Length Code L2 in 16 NVTA-16 NVTAS 212 5 18 NVTA-18 WAS 214 i X 20 NVTA-20 NVTAS 216 H MIN 4" 22 NVTA-22 NVTAS 218 EMB. Parallel L1 24 NVTA-24 WAS 220 1" to wall NVTAS Concrete Tie Beam 26 NVTA-26 NVTAS 222 1" or Tie Beom formed with concrete filled masonry 28 NVTA-28 WAS 224 30 NVTA-30 WAS 226 36 NVTA-36 NVTAS 232 48 NVTA-48 NVTAS 244 O H 2j" O MIN 4" EMB. O 2j" NVTA 1" 0 Moles Die.No. of " Maximum Allowable Load Ibs ....• Fasteners Uplift Uplift L1 Single L2 SingleNVTA, Nye AS '..., ... •• each strap Single Double & Double& Double " ' ••• .• 10d Strap Straps Straps Straps No. of Maximum Alto wob d Ibs *Gee** 5 757 1514 250 500 FastenersUplift Uplift '171•Sft1�e 19 "gl •••• 6 805 1610 250 504 each strap Single Double &o9oZe& &u% • •• • 14d x 1.5 Strap Straps .Straps StrQgs• •• ••. 7 854 1708 250 500 as• 5 1032 2236 25.0• 50.0• • •••••• 8902 *1804 250 500 000000 .• 6 11.27 2254 • 38*5i 565 • ....i. 9 951 *1902 250 500 7 1136 2272 • 5,18• 934 • • 10 999 *1998 250 500 ;••••� 11 1048 02096 250 500 8 1144 *2288 520 8411 12 1096 *2192 250 500 9 1153 *2306 520 630 13 1145 *2290 250 500 10 1161 *2322 520 630 1 94 1193 *2290 250 500 1 1170 *2340 520 630 12 1178 *2356 520 630 *Note: For 8 or more nails per strop, use double 13 19$7 *2374 520 630 truss for double straps. For all Loads Cp=1.6 I _�� Page 5 TABLE 2 TABLE 3 NVBH 24 BUTTERFLY HANGER NVUH 26 JOIST HANGER FASTENER ALLOWABLE FASTENER ALLOWABLE 0 W W W SCHEDULE LOADS (tbs.) �, SCHEDULE LOADS (tbs.) a ao v d DOWNWARD 2 80 < `_*� DOWNWARD WIND a 9 0 8 GRAVITY Wind a: 0 a- � x GRAVITY UPLIFT �00 LOADS Uplift Load °- a LOADS LOAD s CD-1.0 CD=1.6 -' CD=1.0 CD=1'.6 [2TNVBH24118 12 6 1113 364 [2TNVUH26114 20 10 2233 1213 Notes: Notes: 1. Values are based on 1j" header and Joist 1. Values are based on 3" header thickness and thickness. 11" Joist thickness. 2. Can only be used in Non—HVH2. UPLIFT LOAD UPLIFT LOAD Inn • a • a WARD LOAD 6666 • 6666 6666•• DOWNWARD LOA% ' • • • 6666 ' ••66•• 6666 • � 6666•• 660.66 • • • 666606 •• � •••6•: • • • • 2� •66• • •• 66.66 • • 6 •6666 OX • 2�" 2 ••666 •• • ••666• 0 • O 6 � • • • • •6666• ! O • • • O 060 ••66•• f 6 2r • • 51" 6• • Of 0. • 1i" 2 " 3 • 1�" C _ Page 6 TABLE 4 NVRT — Flat and Twisted Rafter Ties 1'x14 G NVRT Wood to Wood 16d Fasteners Maximum Uplift Load (lbs) Length Product Gouge TOTAL in epch0 Flat Ties Twisted Ties (in) Code mem er 6 3 588 s 588 s 12 NVRT-12 14 8 4 725 724 16 NVRT-16 14 10 5 861 860 18 NVRT-18 14 12 6 998 996 14 ? 1135 1132 20 NVRT-20 14 22 NVRT-22 14 NVRT Wood to Concrete No. of 16d nails No. of 4" diameter Maximum Uplift 24 NVRT-24 14 to Wood Framing Topcons to Concrete Load (lbs) 30 NVRT-30 14 3 3 588 a 4 4 722 36 NVRT-36 14 5 4 856 48 NVRT-48 14 6 5 991 7 5 1125 Notes. 1. Specify "F" far Flat and "T" for Twisted when Do not Use circled ordering. �— holes 16d 2. Fastener values ore based on a minimum W thick wood members. " 0 t" a �"Tapc�ns 3. * indicates no. of nails in each connected 1 " o wood member. a 1 �+• o ° I 4. ITW topcons shall be embedded a minimum of 0 1 1A o ° iA 1j" into concrete tiebeam or tiebeam formed with concrete filled masonry. ITW topcons shall °NVRT Anchor 0.00.• • e •••••• have a min. edge distance of 2 " and minimum • staggered spacing of %" as shown. Holes dia. " 00 :ee� 0e 0000•• 0000 0000•• 5. Use only in Non—HVHZ. UPUFT 000• 0• • • • 0000 00000• 6. For Uplift loads Cp=1.6 • e 0 e G• Goes • •• 00000 •• ••• a e � • e ese••e LENGTH _I ','w' a •ee•o• •o•••• FLAT • %see e • •e• . • • • e• • HALF HALF Connected Connected to truss to wall 2!" Min. edge distance e e ® e I_ LENGTH _I r TY�% LENGTH TED 1 lie Beam formed with concrete filled masonary or concrete tie beam _ ....... i k pppp,--- Page 7 TABLE 5 Truss Anchors NVTH 1Y4"x14G, Seat 18G H Product No. of Maximum Uplift Loads (lbs) Maximum Lateral Loads (lbs Length Code Fasteners Single Strap Double Straps Single Strop Double Strap (in) in each Strap on on 12 NVTH-16 NVTHS 212 10d x 1.5" Single Truss Double Truss L1 L2 L1 L2 14 NVTH-18 NVTHS 214 5 1032 2064 560 525 1120 1050 16 NVTH-20 NVTHS 216 6 1222 2444 671 630 1342 1260 18 NVTH-22 NVTHS 218 7 1275 2550 783 735 1566 1470 20 NVTH-24 NVTHS 220 8 1329 2658 783 735 1566 1470 22 NVTH-26 NVTHS 222 9 1383 2766 783 735 1566 1470 24 NVTH-28 NVTHS 224 10 1437 2874 783 735 1566 1470 26 NVTH-30 NVTHS 226 11 1490 2980 783 735 1566 1470 32 NVTH-36 NVTHS 232 12 1544 3088 783 735 1 1566 1470 j 44 NVTH-48 NVTHS 244 13 1 1598 3196 783 735 1 1566 1470 CD=1.6 for Uplift and Lateral loads. tYV " o 2h' o 14 Oot 0,20rx t' H tY,` H O Holes Dia. " tYi MIN 4" M1N. 4" EMB. EMB. 0 4••••• „ • • • •444 6666•• NVTHS 1 NVTH i NVTH. I'VTHS 4666 •• 664.6. • •46••• 4 6 41,000 •• 6 •66006 466• 6 •• ••444 • 464 •• • 6 6 4 • • • • •446• 46 •• 46 • •664•• 666 4 6 6 6 • 6 66 • • 6 666••• •44.6• • 4•• 46.646 ',� . . :.a•..., • • • •6 6 Double Strop Single Strop a Double Truss $ Single Truss T Concrete Tie Beam Concrete Tie Beam or Tie Beam formed or Tie Beam formed with concrete filled with concrete filled masonry masonry --I PIRIKORMN low w. r a 1 Page 8 TABLE 6 — SKEWED NAIL PLATE Fastener 3Yi Product Steel Schedule Allowable Loads (lbs) Code Gauge Each End Gravity Uplift ---� lila" IV '9ls' NVSNP3 16 (6) 8d x 1JV 594 594 • 3Yt" 0 0 For Uplift, use two NVSNP3, one at top chord andv 1" 19(07 one at bottom chord of the supporting and supported Trusses in compliance with section 2321.7 of the FBC. 7 r— 3v CD=1.0--Gravity CD=1.6-UPlift Supporting Tuss a t 9f"x I op & bottom I i chord 331i" 0 1, o 0 0 � l `I• I • Supprted 'K6 ix- ss tY' 9fe Top &bottom chord Holehorn is mirror image of the Holes 3ie dia. � 'vnom. oppsite side NVSNP3 Installation 14 G Straps NV358/NV458 TABLE 7 - NV358-2 Ply Seat TABLE 8 - NV458-3 Ply Seat Assembly 14G Strop Dimension Total No. Total No. Allowable Total No. Total No. Allowable Product Product H of Fasteners of Fasteners Loads (Ibs) of Fasteners of Fasteners Loads (lbs) Code Code (inches) in 2 Straps in Seat in 2 Straps in Seat 10d x 3" 10d x 3" Uplift Lt L2 10d x 3" 10d x 3" Uplift Lt L2 —f2 HVTH16 12 8 NVTH18 14 e 2245 1961 1839 8 8 2245 2783 2078 —t4 10 8 2525 2206 2068 10 8 2525 3131 2338 —18 NVTH2O 16 12 8 2806 2452 2298 12 8 2806 3479 2597 20 NVTH24 20 14 8 3086 2697 2528 14 8 3086 3827 2857 —22 NV11i26 16 8 3367 2942 2758 16 8 3367 4175 3117 24 NVTH28 24 -26 NVTH30 2s CD=1.6 for Uplift, U & L2. 1Y•' —32 NVTH36 32 1Y4' 3'NV358 •••• —44 NYTH48 44 4e>r�11�456 •••••• •••••• • d 2Yi • • 16** • 2 • tY4 tYi • •••• ••• • 2)!" a • •••• tV • • 0 2V • V658 • • • Xg1�4 ••••• 2 ply w•t NV358 ••ii i i4 • • 3ply seat NV458 a •••••• ••••• • H UPUFT Holes Dia.9fe" •• •• • •*so:* 140 NM ••• • • • • • • p " �? 2' • •••••• v 4 �" • ""0" • • • Pa1.r4l t' conmeta ••• i • •••••• Eome• e+t Holes. •o • • • Dio.�;e 21i' •• • 2W jr Concrete Tle Boom or Tie Boom formed with Concrete filed 1" Masonry. 1 L�+tom Holes Mo. 36' t 4 18G Seat Detail ........ _ _... .....................__ �. ....., m._... .................. ................_.... ... ..... ....._.._.._.__......... i Page 9 TABLE 9 HURRICANE CUPS Product Gouge Fasteners 10d x 11§'Allowable Loads Ibs Code Description 9 Header Joist Uplift a L2 NVHCR HURRICANE CUP—RIGHT 18 6 6 525 253 333 NVHCL HURRICANE CUP—LEFT 18 6 6 525 253 333 For Uplift, use two dips, one on each side to comply with section 2321.7 of the FBC Cp=1.6 for Uplift, L1 & L2. TOP ahaa I 0 0 0 o IJPUFT tap (1 o�eid ■ hole dle_�0AW bosom R •• $C Cod • — P��1S"d 2-2c PtaW bot4m • Cross—SeC{Ion Nwe SCALE. jjP . L2 :: 2-2■Plots �'b p. NVHCR L1 TABLE 10 TABLE 11 14G NVTH Straps NVSTA/NVHTA NVSTA—Sin le Strao NVHTA—Double Straps Assembly 14G Strop Dimension Total No. Total No. of Allowable Loads (lbs) Total No. Total No. of Allowable Loads (lbs) Product Product H of Fasteners Fasteners in F'c=2500 Psi of Fasteners Fasteners In re-2500 Psi Unless Noted Code Code (inches) In Strop 20 GA. Seat in two Straps 20 GA. Seat NVSTA-12H 10d x 12" 10d x U2" UPOR I a I L2 10d x Or 10d x 1JV UPMF up»tt a L2 NTA-12H NVM16 12 5 6 1308 700 1049 10 6 1772 2078 1050 1450 NVSTA-14H NVIH18 14 6 6 1426 760 1144 12 6 1994 2336 1181 1631 NVHTA-14H NVSTA-16}9 7 6 1545 623m. 1239 14 6 2215 2598 1312 1812 WITA-16i NSW 16 8 6 1664 887 1335 18 8 2437 2658 1444 1994 N15TA-20H NyTMY4 18 6 265x8 3117 1575 2175 NVHTA20N �rc A- Nvn126 22 C =1.6 for Uplift, L1 & L2. )¢' NWA-24H NV8 24 { NVHTA-24H �� a NM A-26H NYTH30 26 " o ° aC 32H 3Q o — NVTH36 32 Y" o Nt1tTA32H „ NVST WITA 44H 44HNvRWB 44 o Make • _ak ••� •••••• • a: T Hetee Wa. � 4 • s 004 •Side Mew • • 20 GA. Seat •••• •••••• won— IV Y4 1Y4" Q :�•�•• �••••� lel h h •r.'•_•_'_ • •• ••••• •••••• • • •• •• Hji . • 1�. :••:•. •0 •• 2 •• 4"9�tn • • • • •••••• r Min. concrete Pin ija" ' �.�1}2• UPLIFTf :-dp Concrete UPLIFT Slot 0.20YX Embedment. • • **ago iEmbedment •L2 A/16 g:". ••• NVHTA M •i • • NVSTA 44H •• • i1Ji 44H Reinforced Concrete Reinforced Concrete •— tie boom Min. 2tie beam Min. 2#5 Top dt bottom or refnt Top do bottom or retnfaraed Ll Concrete(tick won .,,L1 Concrete block well 3 �. t Page 10 TABLE 12 JOIST SUPPORTS 18 G NVJH JOIST SUPPORTS Allowable Loads (lbs) Productan3lon Joist Double Single Fasteners orovity Loads ion urate Lee"tsox Code Size Header Header e g e Double srnde srnd•&Oa�te W H BS Size Size Herder Header Joists Heexht aeoder tt*D. NVJH24 1% 3% 3 2x4 2-2x4 2x4 6-tOd 6-10d x tY•4-10d x Of 744 744 4930 2x6 2-2x6 2x8 NVJ426 1% 5 3 2x6 2-2x6 2x8 2x8 2-2x8 Wto 10d 10-10a x ui e-10d x� 1240 1240 821 2x8 2-2es 2x8 NVM28 1% 6- 3 200 2-200 2x10 14-1Od t4-Wd x t y-tad x IJT 1736 1736 1079 12,12 2-2x12 I 2x12 * Use only in non-HVHZ Single Header 1-2x ,y�" - 3" Daub2 Header a— x 1 Ya" 1�• H o o ° NVJH 26 as shown o• NVJH 24 & 28 Joist a similar but with BS different bolas. W TABLE 13 NVSO 236, 16 GAUGE, HEAVY DUTY FACE MOUNT JOIST HANGER Joist Header Fasteners Allowable Loads (Lbs.) Size Size Header Joist C"mTy Uplift Co=1.0 Co=1.6 2-2x8 14-10d 6-10d 1758 1108 2x6-8 2-2x10 14-i6d 36-tad 1875 1279 •"" .••. 0000•• 2-2x92 x ewe 6-16d 808 1217 •••••i • _ 0000 � 0000•• 0000 Header 00.0.0 • 2-2X Minimum•••••• • • • 0000 0000•• �+—•, p 1� • •• 0000• • • • • 0000• p • •• • 0000•• 0 0 • Q • 547 •° • •• �•••i• ••••i• 0 o Q O� � • • • • • 00 3% Joist BOLT HOLES 1/2" DIA. 1-2X Minimum9� NAIL HOLE 3/16" DIA. Page 11 TABLE 14 TOP PLATE ANCHORS ,�. NVTP & NVTPH Size Pren Product Gouge Dimensions (in) Cod 2x4/4x4 NVTP4 20 Si 8- 2x6/4x NVTP6 20 5 8- o 2x8/4x8 NVTP8 20 7 8- 2x4/4x4 NVTP4H j 18 3j- 8- 8 o Stud ° 2x6/4x6 NVW6H t85e 8- ° min. 2x4 0 ° 0 0 2x8/4x8 NVTPBH 18 7j" 8" o a • ° ° o ° Total number of fasteners o ° Product 1Od x 1 V' ° o code Max. Uplift Capacity (Ibs) ° 0 6 8 1 10 1 12 0 NVTP 4.6.8 828 1087 1346 1605 NVTP 4H.6H,8ti 938 1207 1476 t745 Notes: 1. One half of all specified fasteners shall be used on each side of the stud to achieve tabulated values 2. CD=1.6 for Uplift. TABLE 15 18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP. PRODUCT FASTENERS DESIGN LOADS(LBS) CODE DESCRIPTION HEADER JOIST uPUFr Lt L2 NVHC 43 Hurricane Olp— Wide 9-10d 9-10d 687* 4fl7 308 NVHC 43/2 Hurd—dip — widex2 10-1Od 10-1Od 917 547 432 *For Uplift, use two dips, one on each side to comply with section 2321.7 of the FBC ° CD=1.6 for Uplift, U & L2. 1�fl y. sees ' (� • • .•.. ..••.. 3X:- •••• •••••• Y. M o6 • 8 • • Goo 0: goes In — ° a ��•••••• 9— "wide •• � UPLIFT � •• •° °••°•° goes** 2-2X 3"wide 04- • • •• • NVHC 43/2 • ° • • NVHC 43 •••••• • se2`7ipi �••••• NWi L2 a".am each silo • Ll MRPM 7 , l a I __......... _..._ C Y Page 12 18 Gauge Angle Clips. Table 16 Product 0lmenaions(inchms) Fastener schedule Allowable Lood4lt s) Code Wi W2 L Feder joist Ft F2 A85 1h' 2r1Fe' 5 3-10dxlh* 3-10dx1}¢" 511 595 AB7 1X" 23(e" 7 4-10dxl)r 4-10dxl)6" 582 794 Notm Na wider angle leg to Joist and Shorter leg to Header. CD a 1.6 for Ft & F2 "F2 0144WIL L 0 o A8-5 0 Typical Installation AB—Z 18 Gauge NVHC 37 5WAY Grid} Clip(520) Table 17 Nall Schedule Allowable Design Loods(ibs) Product Code Description Header Joist Uplift 1.1 LZ or Plate or Stud NVHC 37 5Way Cup 16-8d or 12-8d or 710 560 730 16-10d 12-10d CD = 1.6 for uplift, L1 & L2 .••• 'Ke UPLIFT UPL Ff • • • • • • • • :000 • %2' Ll ._.. ...... .- -- __..�_..—'-... e L..................- Page 13 12 Gauge NVfHJ Truss Hip & Jack Hanger Table 18 Avowable loads(Ibs)S.Fina Will Schedule Product UP Grmkv Header Codelift tip Nab 1Od .eek Nall lad 1SOX 104& 1158 125A Nails 1� a b total c d total NVTNJ28 1478 2444 2444 2444 18 4 3 7 2 3F55 NVfNJ28 1931 3229 3333 3333 20 5 4 9 2 3 Note: For 1-2x members 10dx1Y2' nails can be used 20G Stud Plate Ties—Ike Lett • • l=ight a Table 19 -a- Product Mmm mm(Inches) Fasteners Allowable Loads(ms) n= _d- �.� _u Cade w N L Stud Plata UPM L1 1.2 ME 1 U¢' r 46' 6-10d 4-iOd 787 M7 I 337 5�ifi' Jock ME 2 1J,' W 3j' C,10d 7-10d 932 451 318 1-2x GD = 1.6 for uplift, L1 & L2 t UPUFr e e ° UPUFt NvDw-2e as a>xm 4f ° NVDU-26 snilar -171-w a ' ° ( aCETPoC) Ll L TyP- ° ` ,,5�L• 03/16' � ml �C FP- ° 114 • ° ° H o° e: • • IYPIGL liC6f•••• •••••• I16�I Iya1 •••• :MTMA7M••000006 so:*•• •• 6(f-1 � • •••• •• • •••••• • • • • as Ct 77�� •••••• • of 000 0 Neal 2-2x •• '� WTHJ-28 as shorn MM-28 sktdlar e e Page 14 Deepp Seat Truss Anchor.hmy are wed to rpt bterd and WM faros. Z D a rood.of 14 gauge steel acid the ate of 20 gauge steel. Table 20 A"mUy Dimension Total No. Total No. of Allowable Loads(lbs) UPUFr Product H of Fasteners Fasteners in F c 2p� Code (inches) in Strap 20 GA. Seat iodxl}l2• IOdx1Auplift L1 L2 pti NVSTA12 12 5 6 1046 700 1049NVSTA16 168 8 1141 7$0 11447 6 1236 823 1239NVSTA20 2086 1331 887 1335NVSTA22 22 9 6 1426 950 1430 ; NVSTA24 24 CD I.6 for uplift, Ll & L2 j Holden Double Strap Riveted Truss Anchor. they are dWgwA of 14 gaup dW Oda to resist btad aid WM famm fie mats are m*of M gouge start Table 21 Assembly Dimension Total No. Total No. of Allowable Loade(lbs) Product H of Fasteners Fasteners in Fc m 25Wps1 (unless otherwise noted) Code (wishes) in two Strops 20 GA. Seat NVHTAI2 12 10dx1X" IOdx1}ly" uprdt F'c 30Uplift00psi Lt t2 10 6 1506 1766 1050 1450 NVHTA16 16 12 6 1698 1987 1181 1631 NV14TA20 20 14 6 1863 2208 1312 1812 16 6 2071 2429 1444 1994 NVHTA22 22 18 6 2259 2649 1575 2178 NV14TA24 24 CO 1.6 for uplift, Ll & L2 r�1" UPLIFT ••••• 9999 9999•• •• • 9999 0 y 9999•• • • 9999 9999•• • •e•• •• • !9999• • • • 9999 • •• 9999• • 90.69• 09•6 • • _ • • • 9999• p 00. 00 •• • 9999•• " 9996•• 6 • 11 .'"" .�►Ll .6],LI.IJO x �i i ..................................... ..... r M IAM 1•DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,yany.miamidade.gov/economy Trullte Window&Door Solutions,LLC 8130 NW 74`h Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. I€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. RER 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 111700 Impact View"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W03-105,titled"Series-1700 Impact View Alum Single Hung Wdw", sheets 1 through 6 of 6, dated 11/19/03 with revision H dated 12/23/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dads County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless.Qtherwise noted herein. ..... ...... RENEWAL of this NOA shall be considered after a renewal application has been Imed'and therDIA&been •. no change in the applicable building code negatively affecting the performance of tfi***' t. see* '" TERMINATION of this NOA will occur after the expiration date or if there has be€na revision or.changd••••; in the materials,use, and/or manufacture of the product or process. Misuse of this lh A as an endorsement••.. of any product, for sales, advertising or any other purposes shall automatically tenribrAq this VO4?Failure• ••' to comply with any section of this NOA shall be cause for termination and removardf MA. •• •••••• ADVERTISEMENT: The NOA number preceded by the words Miami-Da*0e ecyunty, rFlc r1da, an$..::• followed by the expiration date may be displayed in advertising literature. If avy pcu'tion ottrie*NOA is • displayed,then it shall be done in its entirety. 00.0 : . ... :0000: INSPECTION: A copy of this entire NOA shall be provided to the user by the manufaCtUeef or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0118.17 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. &' k„ NOA No. 13-0430.09 OM hiiahii ae►ae eouttry r, Expiration Date: April 29,2019 i'� Approval Date: August 1,2013 "1 Page 1 Trulite Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W03-105, titled "Series-1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6,prepared by AI-Farooq Corporation,dated 11/19/03, with revision H dated 12/23/11,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0118.17) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-3822,dated 07/10/03,signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA#©5-0311.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram aluminum horizontal sliding window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL-4332, dated 12/09/04, signed and sealed by Edmundo L&*Wspada, P.E. (For Reference Only-to qualify glass types C&D). : ••• 0000. •••••• .. (Submitted under NOA#05-0311.01) :00* • •••• .... ...... C. CALCULATIONS •••••• 1. Anchor verification calculations and structural analysis, complying with VBt-2007•:••• and FBC-2010, prepared by Al-Farooq Corporation, dated 1?JOIZ08, (19/x/10 an8•••• .. . .... updated on 01/04/12,signed and sealed by Javad Ahmad,P.E.::.::. 00000:* (Submitted under previous NOA #12-011&17) • . . . . ...... 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE " • 1. Miami-Dade Department of Regulatory and Economic Resources MR) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 13-0430.09 Expiration Date: April 29,2019 Approval Date: August 1,2013 C-2 i i Trulite Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company for their "Saflex Clear and Color Glass Interlayers"dated 05/28/13,expiring on 05/21/16. 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, complying with the FBC-2010, and of no financial interest, dated March 19,2013,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with the FBC-2010, and of no financial interest,dated January 4,2012,signed and sealed by Javad Ahmad,P.E. (Subinitted ander previous NOA #12-0118.17) G. OTHER 1. Notice of Acceptance No. 12-0118.17, issued to Trulite Window & Door Solutions, LLC for their Series "1700 Impact View" Aluminum Single Hung Window— L.M.I., approved on 03/15/12 and expiring on 04/29/14. sees . . sees sees.. .. sees sees.. sees sees.. sees.. sees.. sees .. sees . .. sees. .. 0e 00 0 sees.. e.ee.e sees.. . . 0 .0000. .. sees 00 Jaime D.Gasc n,P.E. Product Control Section Supervisor NOA No. 13-0430.09 Expiration Date: April 29,2019 Approval Date: August 1,2013 E-2 FALSE MUNTINS FALSE MUNINS �� O 7'MAX. 13' (SURFACE APPLIED) 7'MAX. 13 /SURFACE APP{JEOJ HEAD A HFAU MAYRE USED HEAD A T}IEAp AY BE USED CORNERS CORNERS 0 / J n u ADOL ANCHOR u D AWL ANCHOR AT UM STILES AT MRI.STILES II II SEE CHARTS II II SEE CHARTS a II Il FOR C�ACDY Il 11 FOR CAPACITY II 7 II------'- M p II '� 11 N GQ1 r O B t it n �i O B ii ii y R u ' a1 n R ' am �= n e N �� u u 4 0dln� N O N Cy Wm `I' 11 11 KR. A n I ii ii °�' "N IQL z 3 6 If if If ci C It ii C ii ii �� _ It li �I 11 a a m 47 1/4" CORNERS 7*MAX SILL AT"SILL WINDOWS WITHOUT FE OPG. Sal ANCHORS / WINDOWS WITH 47 i/4SEE SHEEr 2 50 ° m FOR CAPACITIES p.� SEE SHl�f- SILL ANCI ES D.L OP0. .'d M &3 1 ID FOR CAPACITIES 80 1/8° � WINDOW WIDTH VENT WIDTH CgS 53 1/8° TYPICAL ELEVATION VAN"WIDTH o B TESTED UNIT t7 00 SERIES-1700 IMPACT VIEW o� ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER o CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COL48IMTIONS Ig B OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS --- '—IW BETWEEN. - . .. -.. .-- - --'— - --- PROIIUCr HENF,SYEO LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL aecowlyl,muithikenorkh. WILL APPLY TO ENTIRE SYSTEM. Buklklg Cmh •• ••• • • • • • •• F�tM tarrUalcE3kD �� m��-- d THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WiNi INE• • • • • • 9 REQUIREMENTS THE FLORIDA BUILDING CODE INCLUDING HIOFMVELOiI • • • • • )y HURRICANE ZONEE 0(HYHZ). • •• • • • • ••• • Mlany Dyne I'roduN Qoai WOOD BUCKS BY OTHERS, MUST BE ANCHORED PRW Wky WTQANSF6% 000 •• • • 000•• �r LOADS TO THE STRUCTURE. T u THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. Enur.JWD MMD PRODUCT RI V158D ° n ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS SHUTTERS ARE NOT REQUIRED. nA pr001. mm g�M�W�dw FWda EMBEDMENT TO BASE MATERIAE.SHALL BE BEYOND WALL DRESSING OR STUCCO. us ANCHORING OR LOADING CONDITIONS NOT SHOW %TH%%ETAILS•A% •• .0. Aempmoa oa�No• - G NOT PART OF THIS APPROVAL • • • • • ••• • • 14 A LOAD DURATION INCREASE IS USED IN DESIGN%I•ANCHORS MITO WOOD ONLY. • • • • • N 1 20�y • •• • • • • • • • drowing no. MAIT]2WS INCLUDING BUT NOT L6ITTED 10 SIE3L#(NETAL fiCRLVlS,THgT COME• • • INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W03-1 05 REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2DD3.8.4. sheet'I of B ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LTCS9 WINDOWS UNEQUAL LITRE WINDOWS DEMON LOAD CAPACITY-PSF DEMON LOAD CAPACITY-PSP GLASS TYPES GLASS WINDOW DIM. 'A.', 'C' OR'D' WINDOW DIMS. 'A', 'C' OR 'D' � s�t O WITH HEIGHT EXT.(+) 1NT.(-) WIDTH HEIGHT Exr.(+) 1M.(-) \o '.,. 19-1/8° 90.0 140.0 19-1/8° 90.0 140.0 = ca a 26-1/2• 90.0 140.0 29-1/2° 90.0 140.0 32" 28" 90.0 140.0 32' 50-8/8° 90.0 140.0 37" 90.0 140.0 37` 90.0 140.0 . O 42' (4) 90.0 140.0 42° (5) 90.0 140.0 0.9 C 48" GOA 140.0 QS° 90.0 133.3 (� r y� � a 53-1/6' 90.0 140.0 53-1/8• G0.0 120.8 19-1/8° 90.0 140.0 19-1/8' 90.0 140.0 0 14.< 28-1/2- 90.0 140.0 26-1/2° 90.0 i4O.G � W 32" 90.0 140.0 3r 83" 90.0 140.0 a 3r. 38-3/8" 90.0 140.0 37' (6) 90.0 140.0 LL 42" (4) 90.0 140.0 4e 90.0 140.0 48' 90.0 140.0 19-1/8° 90.0 140.0 Q -" 53-1/8' 90.0 127.1 26-1/2• 74-1/4" 90.0 140.0 19-1/8° 90.0 140.0 3r m 90.0 140.0 ' 25-1/2` 90.0 140.0 * NO. IN PARENTHESIS INDICATE 32" 90,0 1400 NO. OF ANCHORS PER JAMB. ' 80-8/8° y _ 37" (6) Sao 140.0 42` 90.0 140.0 po 48° 90.0 140.0 N 53-1/8' 90.0 139.7 19-1/8" 90.0 14ao WINDOWS WITHOUT � �Co 26-1/2- 90.0 140.0 �1 32" 90.0 140.0 `SILT' ANCHORS 3Y 90.0 140.0 42° (6) 90.0 140.0 3/18'ANN.GLASS 3/16"HEAT STREND GLASS JDINI " 1REN'D GLASS 48" GOLD 12&6 .090"PVB INTERLAYER - -030'PVB INTERLAYER RLAYER -L o 53-1/8" 90.0 11&2 SAFM/KEEPSAFE K40MUM SAFLEX/WEPSAFE WXWUM a �j t2e 19-1/8° 90.0 140.0 BY'SOLUM' BY'SOLUt1A.' 'DUPONTUTACIIE PVB' �+J 3/16'ANN.GLASS 3/18'HEAT STREWO GLASS HEAT STRENb CLASS �� 28-1/2' 80.0 140.0 0 32' 90.0 140.0 BULB VWYL BULB VINYL ULB V94YL. 74-1/4' YH-822 YH-822 �uH-522 �n 37° 90.0 140.0 42" (0) 90.0 124.7 SILICONE m 'SILICONE z?mSILICONE 2{ DOW CORNING 1199 DOW COR10I40 11991DOW CORNING 1199 48" 90.0 109.1 +� GE 2800 roi CE 2800 �7GE 2800 53-1/8° 90.0 9&8 !I SCHNEE MOREHEAD 5731 11 1 SCHNEEMOREHEAD 5731 MOREHEAD 673142" 90.0 140.0 .1 i Npl5390.0 140.083-1/8" (7) 90.0 135.5 • I 42" 90.074-1/4"48' 90.0 1273 J �^ GL TYPE 'A' GLASS TYPE 'C' GLASS TYPE 'D' ry^ 53-1/8" (7) GOLD 115.0 0 4 1 + NO. IN PARENTHESIS INDICATE ••• ••• • • ••• • • • 'B$ NO. OF ANCHORS PER JAMB. •• • • • •. • @o • • • • • • ••• • GLAZING OPTIONS •• •• •• • • • •• EW.JAVO AHWA) PRODUCT'REVISHOcra as 9 0 = PRODUCT RENEWED FU. W2 EhuldthtC dew[lhtheFimida � M complying with the Plndgi,. CAN.X38 Ac�wNo Wding Cwy •• :• ••• ••: eaptnnapNaj3'oy!°•°9 NOTE: tationlAlo $ a '• • • • Pe �° 19 GLASS CAPACITIES ON THIS SHEET ARE By •• • • • • • • Browing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) 1 2012 ••• ••• ••• 7j ariLt uwtwroAgtCrpnlyd AND FLORIDA BUILDING COMMISSION W03-105 W DECLARATORY STATEMENT DCAOS-DEC-219 efieet 2 of 6 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LrM WIND05TS UNEQUAL CITES WINDOWS u G _ DESIGN LOAD CAPACITY-PIH+' DBBIGN GOAD CAPACITY-PSV 1 GLASS TYPFS GLASS TYPES WINDOW DINS. 'A', 'C' OR V WINDOW DIMS. 'A, 'C' OR'D' i F2 Z g� 4ADTH HEIQHT EXT.(+) INT-(-) WIDTH HEIGHT EXT-W I INT.(-) dS 0 W 19-1/8° 90.0 140.0' 19-1/8' 90A 140.0 26-1/2" am 140.0 29-1/2' 90.0 140.0 32' 28° 90.0 140.0 32' S0-8/8' 90.0 140.0 0. 37' 90.0 140.0 37' 900 140.0 42° (4) 90.0 140.0 42' (5) 90.0 140.0 O Q n 48' 80A 146.0 48° 86.0 140.0 I w 53-1/8° 00.0 140.0 53-1/8' 90.0 140.0 19-1/e• 90.0 140.0 19-1/8' 90.0 140.0 0 a a c 26-1/2" 90.0 140.0 29-1/2• 90.0 140.0 0 eD o 32• 90.0 140.0 1 32° 83' 90.0 140A fi 37' 38-3/8' 90.0 14MO 37' (a) 90.0 140.0 1L 42" (4) 90.0 140.0 42'- 90.0 140.0 48° 90.0 140.0 19-1/8' 90.0 140.0 a 53-1/8'1 90.0 140.0 20-1/2' 74-1/4' 90.0 140.0 19-1/8' 90.0 140.0 32• 1 C» 90.0 140.0 29-1/2" 90.0- 140. • NO. IN PARENTHESIS INDICATE c� 32" 50-5/a- 90,0 140.0 NO. OF ANCHORS PER JAMB. o _ 37' (6) KODD.0 140.0 W 140.0 J 48' 140.0 !r 53-1/8' 139.7 19-1/8' 140.0 6 U - za39" 140.0 "I"OWS wrm s s2' 140.0 SILL ANCHORS ;M37' as' . 140.0 7 n 42' (a) 90A 1 140.0 1 48" 1 90.0 1 140.0 53-1/B' r so.O I =,I p 4! 19-1/8' 904 140.0 W 26-1/2" 904 140.0 O 32" 90.0 140. 37• 74-1/4° 90.0 140.0 42' (6) 00.0 ,140.0 48' 00.0 138.3 g 83-1/8' 90.0 113.8 0 y 42° goo 140.0 $ 48' as' 90.0 140.0 (7) 90.0 140.0 URI PIIODUOTRFNFIVFD �° 74-1/4° 90.0 140.0 73ot Cmgo mp �tc•Ilb the Elaridi G 53-1/8° (7) 1 90.0 135.4 'heepleace Nn l3-0 3 ay o - • NO. IN PARENTHESIS INDICATE •• ••• i i ••• i i ••• lG�i•Q(ry le 19 ;@ o S 2 g _ NO. OF ANCHORS PER JAMB. • •• • • • • • ji> w w z • ♦ • • • • ••• • IAS 9t 4 Detiq +odue1 Conlrel g j •• •• • • • •• Y dd e Engr`V'CML� PRODUCT REVISED iv - s 1 PE pp 70892 59C5mpi t8 with die Flm4da CAN.3538 Buildin Cale •• 4:0 ••• ••i i ••• NOTE: AExph m Daw f( WX � I �- 5 • • • • ••• • • •• GLASS CAPACITIES ON THIS SHEET ARE• • • • : i i BASED ON ASTM E1300-04 (3 SEC. GUSTS) ' w P dtrowing no ••• ISSION W• DECLARATORY STATEMENT DCAAND FLORIDA BUILDING M05 DEC-219 JAJI 2012 W03-105 sheet 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL ANCHORS TYPICAL ANCHORS 4 U Q SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING `I� +on TYPICAL ANCHORS 1� . .SEE ELEV.FOR SPACINGW000 LUCK METAL 28Y W000 OR MIAAO—DARE COUNTY Z n j 7YP1CAL ANCHORS WOOD UCTURE APPROVED MUWON -� 8• •:s' t•. SEE ELEY.FOR SPACING &MUWON ANCHORS a tT/i O O 8 a \ t \ h • i;ji 9 �� C�a° WOOD BUCKS AND METAL STRUCTURE NOT BY TRULTTE t;;! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM LL is n t! AND TRANSFER THEM TO THE BUILDING STRUCTURE. �I fill ! TYPICAL ANCHORS: SEE am FOR SPACING o 1/4"DIA ULTRACON BY'ELCO' (Fa=177 Ks,Fy—m Ksl) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES t:t: 1-3/8" MIN. PENETRATION INTO WOOD !!I• 11 ii THRU-iBY BUCKS INTO CONC. OR MASONRY 13 { 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1 DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O s (ti B G 18 1/4"CIA. SELF DRILLING SCREWS (GRADE 2 CRs) O INTO METAL STRUCTURES r t STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) g � ALUMINUM : 1/8" THK. MIN. (8083—T5 MIN.) '� z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) M 8 412 SMS OR SELF DRILLING SCREWS i•r - ,1!, INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') !!t! (NO SHIM SPACE) i PRODUCFRENF,WBU TYPICAL EDGE DISTANCE a plyma with the Flartdx I-I• ItphtlnRCailc INTO CONCRETE AND MASONRY = 2-1/2" MIN. Acceptnncc Na �'J-O°/30,cs<j INTO WOOD STRUCTURE = l" MIN. ,F,x�iialbn, if t3 INTO METAL STRUCTURE = 3/4" MW. j! `! kaw7.. r P--.aM Goa4c CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MW. $$ li.t C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm -2000 PSI MIN. 10 W1 9 om949 • •• • • • • • •• s 2 • • • • • • SEALANTS: •� �� owLL�: OW2 •1.9 • • •• FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL o CLAD m? • • • • • • SEALED WITH WHITE/ALUMINUM COLORED SEALANT. •• • • • m WEEPHOLES: &sr.WAD ARMED PRODUCrREVISBD 1 1 b FL PE+&70992 caatnlyAigwtlhOroFlOtWa ". t ; < 1t Wl = 3/4" WEEP NOTCH AT EACH END CAA X678 ButMmst� y' g iii.• �:d*.#,'' ••• ••o : ••il' ' W2 = 1" WEEP NOTCH AT EACH FJJD AccepteanDe /Q- g hwion Data P 9. ................................. : . a .a .� 'i� e • � • z•• Nil 201jl drawl ¢ °: ••• D ry FOR AcwG OR• smuc7uRE W03-105 ' ^ vv sheet 4of 6 • •• •• • • • •• •• ••• • • • ••• • • 1TB61 g PARD BBQD. ]D1$RtIP110N MATRRIAL W�NP./80PPLIBR/RBM9Rg8 �� tj 1 YE-1700 1 FRAME HEAD 8003-75 - oI _ 2 YE-1701 1 FRAME SILL 6083 TS - z ti 3 3 YE-1702 2 FRAME JAMB 6063-76 g� 4 YE-1703 1 FIXED ALTO.RAR 8083-TS 8 YE-1704 1 VENT TOP RAR 8083-78 °o- 6 YE-1708 1 VENT BOTTOM RAL 6063-78 7 YE-1708 2 VW SLOE PALL 8063 75 d 8 YE-1707 AS RW. GLAZING BEAD 6083-78 - O 9 YH-1807 2 REINFORCING BARS,FULL LENGTH SFE-EL 1/4"X I- 10 YE-1706 2/VENT VENT LATCH•8"FROM ENDS 6003-Ts - ii4A g 11 - 2 LATCH SPRING 12 YH-718 2/VENT CAM LOCK®11"FROM EACH END - - RE 13 YF-82 2/LATCH CAM LOCK SCRIMS - _ 3 s MAI 14 YH-822 AS RIM 11UL9 PTL£VPSIRIPPINO - SULLIVAN&SULLIVAN STRUCTURE Ml�COU 15 YH-8000 AS REM FIN SEAL WSIRIPPING - ULTRAFABAPPQ A{ &MIJUION ANCMIJIHORS LION Ste•ANCHORS$ 18 YF-10 AS NEW. FRAk� - eeelll t- SEE ELky.FOR SPACQ7G /VENT ASSEMBLY SCR£WS /8 X 1°P.H.SMS. 114"MAX 17 - AS REIN. FIX.MM RAIL ASSEMBLY SCREWS - #10 X 1"P.H.SMS LOAD RINO 18 - 2 VI4T mm PLWRO - 18 2 OU(OE SCREWS SMS z 20 2/VM SPRBKi AND PULLEY BALANCE =.WELL �s OPEN CELL FOAM PAD(1"X 1/2•X 1-1/2")l YALE _ u IN- <7 M7 a LTYP Sz I �o M ORS SICAL EI".FOR VAM wu400w W16fH WINDWV WIDTH 0 O1/4"MAX. 1 4"MAX YENT 1WD1}i Lo"BEARING / sm LOAD�ARIFIG 0 SHB7 "� a•'', ib TYPICAL ANCHORS z v BY WOOD BUCK 18 20 7 �•••t SEE ELEV.FOR SPACING $ z OR PRODUCT RGNs.1YRb W SIRUCTIJ As cumplylAq x114 gIe tToHh •,•:`•' Ra41Iogcode of• .- ._.—.--------—._—-------—.--'-- --'—'—•—'—•-----•—•—•—•—'—•—•—•-•---'1 AMo�rlonceNo�O" _ —_--- — 3.093 1.470 18 l� d .062 y Z n i ,i 18 1.780 .818 A62 �p O� 1.080 2.980 I i 4$ o. r .374 !" a �o Q a FRAME BEAD 374 1.465 FRAME JAMB 61 8 0 670 ; IL y'd g 3.334 .816 0 •082 2.273 VENT LATCH p 1.339 .941 � ttf777fff oc MEETING RAIL 1.050 045 8 SCC�M F2.583 '375 GLAZING BEAD 1.461 Y ZZ�yl ai .939 1.41 co 8 ! 082 i 0 2.000 062 / 1.934 f i I � 1.340 1.123 P.R001)"RENEWED 0.. as to oplying 0I We Ftorw VENT TOP RAIL I 1 1,11ng Cwir LL VENT SIDE RAIL AEk ride DNA. 3.p $ 3� fd k' g ill I -7.461 ,965 Miaad Ads Priw4cl 4�oa1 ' •• ••• • • • • •• 0 i • FRAME CORNERS DETAIL wan z • •.�2 • • 000 • I O • • • • • • • 2.685 3.536 •• ••• • • •• 1.824 Enon JAVAD MM PRODUCTRBVISED a, r FlA PE�70592 89 a0tnpiyWB With am Florida' �_ C.A.N.'3s3a Bg8dra90o& q 1283r. . •• • . • • ,g n"mp1m0B• • • • • •« « «•• • • '1 2012 By 1340 I •: • • • i • • • • • • Mt Pwdaof drawing no. VENT BOTTOM RAIL •FRAME3SIL • « VENT CORNER DETAIL L WOt3so1 05 O ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . A MIAMI•DADE N11A1VIC DARE COUNTY r! PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%vw.m1am1dnde.zov/economv Trulite Window&Door Solutions,LLC 8130 NW 741"Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER 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 11440"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W08-87,titled "Series 440 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 3 of 3,dated 10/28/08,with revision C dated 10/30/13,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unlesscsifievise • noted herein. • •'• .... see*** RENEWAL of this NOA shall be considered after a renewal application has been L�d.and thgrp�as 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 d revisi*1 pr thange: in the materials,use, and/or manufacture of the product or process.Misuse of this4*0.A•as an dnditement••.•• of any product, for sales, advertising or any other purposes shall automatically terjitla this NON Railure•.••• to comply with any section of this NOA•shall be cause for termination and removal pfNOA. ••• 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 a;vertion ofthe NOA is,• displayed,then it shall be done in its entirety. V: INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises and renews NOAH 12-0118.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,F.E. NOA No.13-0828.'06 MfAMt[91M ml Noga'N-77 Expiration Date: January 01,2019 pp A roval Date: November 07 2013 jQ�' ( Pagel Trulite Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 081030.08) 2. Drawing No. W08-87, titled "Series 440 Aluminum Fixed Wdw. &M.I.)", sheets 1 through 3 of 3, dated 10/28/08, with revision C dated 10/30/13, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform.Static Air Pressure Test,Loading per FBC TAS 202--94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of a series "Impact View" aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL---5625,dated 07/12/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NDA No. 08-1030.08) C. CALCULATIONS: 2. Anchor verification calculations and structural analysis, complying with FBC-2004 and FBC 2007, prepared by Al—Farooq Corporation, dated 10/27/08, signed and sealed by Humayoun Farooq,P.E. (Submitted under NOA No. 10-0804.05) 3. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE ••• •••••• 1. Miami-Dade Department of Regulatory and Economic Resourcas, F�2) ' E. MATERIAL CERTIFICATIONS •••• •• '•••• 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Camlfan j1 VdA) •••••• for their"Saflex Clear and Color Glass Interlayers"dated 03t28�V,expirlrig an ••• 05/21/16. ...... ...... ...... .. . . ... ...... anus erez Product Control Exa r NOA No.13-0828.06 Expiration Date: January 01,2019 Approval Date: November 07,2013 E-1 i Trulite Window&Door Solutions LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC--2010, and of no financial interest, dated October 30,2013,signed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 10-0804.05, issued to Trulite Window & Door Solutions, LLC for their Series"440"Aluminum Fixed Window---L.M.I., approved on 02/23/12 and expiring on 01/01/14. - sees • sees .. sees • sees.. sees • .0099. sees.. sees .0 . 0009.. 'sees' . . • • • 9 • 999. sees.. e. � • . 0 00600 . •sees 0. .9 sees.. 9.9999 . . s 0 0..0.. 000.0. 0 0 . • . 0 •• • . .s. .s.ee0 0 0 Manuel Pere Product Control Ex • r NOA No.13-0828.06 Expiration Date: January 01,2019 Approval Date: November 07,2013 E-2 DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE'A' ANCHORS TYPE'H' 6°MAX. 8"MAX. WIDTH LENGTH EXT.(+) ON:(-) EXr.(+) W.(-) HFAO/SILLA o FT wm/Sa1. 36• 80.0 120.0 80.0 120.0 CORNERS Z 37• 77S 116.8 77,8 116.8 Q 42- / 68.6 1029 68.6 102.9 II (SRF� IED) F t 50-5 8' 48' BOA 90.0 80.0 90.0 u 83-1/8' SED 57.2 85.8 57.2 85.8 80° 57.2 85.8 67.2 85.8 38" BDA 113.1 80.0 120.0 37" 77.8 111.2 77.8 116.8 to V n 4Y 63" 88.8 1029 68.6 102.9 C n t4R4f 48' 00.0 90.0 60.0 90.0 53-1/8 54.2 81.3 54.2 81J ,1j�, Q di a 36' 80.0 120.0 80.0 120.0 \o ---�tT_ ---- O� 37' 74-1/4" 77,8 116.8 77.8 116.8 ____ Y- ----- 4 42• 88.8 102.9 68.8 1629 � w 36' 80.0 109.4 80.0 120.0 li Q g 3T 80' 77.8 107.3 77.8 118.8 - ippt 0 42" 68.6 98.6 88.6 102.9 36' 80.0 1028 80.0 120.0 37' 77.8 100.8 77,8 116.8 36" 95" 80,0 99.1 80.0 120.0 NOTE: tt B X IX GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). cva� B 2 m gM!g J ^M o G 30• � �Eli� D.L.OPG. $Z 36' C) v WINDOW WIDTHg u O TYPICAL ELEVATION SERIES 440 ALUMINUM FIXED WMOW TESTED UNI DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 3/16'HEAT STREND GLASS CHART SHOWN ABOVE. 090'Interloyer APPROVAL APPLIES TOSWGLE UNITS OR SIDE BY SIDE COMBINATIONS `gym Clear And Color Glass c w la 8Y'Eastmon Chandaol Co.' OF FIX./FIX. OR FIXED WDW. WITH OTHER MIAMI-DADS COUNTY SILICONE APPROVED WINDOWS USING MIAMI-ME COUNTY APPROVED MULLIONS GE 28p0 3/18'HEAT STREN'0 CLASS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. c a 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CIMPLY WITH*HE• • ••• • • •••z 4 OPTIONAL ,m REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUdIII?HIGH VHLOCITI►e : • • • • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. a m v HURRICANE ZONE(WHZ). • • • • • i •s• • eo rHSHUTTERS ARE NOT REQUIRED. o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPM&TO WN6FER•• • • • ••• it ti 3 ggqq LOADS TO THE STRUCTURE. Eagr.JAVAD AFBtAD PRODUCTR13VISED T q c ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS t t CML ascompl)ingwith the FlodoU i EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR STUCCO. o: It �t FLA.PE 8.70592 anudiag code a � • : •• s •o• - CAN. Acpmo1_310W&0ANCHORING CONDITIONS NOT SHOWN liES•} NLS A 'pimlton Date aIW14fOTT PART OF THIS APPROVAL a g A LOAD DURATION INCREASE S USED M DESIGN OF•4CHOCS 114T>7J WYdb ONTM. • ••• • • By • • • • • • Miami ado Product C®fro�" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL�MIE&L SMEWS,THAT COME • • • • draw(ng no. INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • GLAZING DETAII. J �� W08-87 REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. sheet � oT 3 ••• • • • ••• • TYPICAL ANCHORS METAL 1BY SEE ELEV. STRUCTURE WOOD SUCK FOR SPACING MIAMI—DARE COUNTY Z '~.t a •- •. "d :.•• ;, .. m APPROVED MULLION Q a .b a n.e e• .a�: :e ', .. c h Ml1WON ANCHORS ' .0 a,b.a' .4,•4 .4 n a .. e•' � g' Q� L a �t¢<• I li �� 1111 TYPICAL ANCHORS TYPICAL ANCHORS SEE 0.fl�QIORS 3 II II SEE ELEV. SEE ELEV. FOR SPACING eI 11 FOR SPACING FOR SPACING I�I I, 11 , 11 II n it IIv II ' WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE II I MUST SUSTAIN LOADS IMPOSED BY GLAZINGSYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. uI 8 i 8, y TYPICAL ANCHORS: SEE ELEv.FOR SPACING may' 4 1 � �a� � m ANCHORS TYPE 'A' ANCHORS TYPE 'B' 2 n N OM o 1/4"TAP-co NS 1/4" DIA IATRACON BY'ELCO' (Fu-177 KSI,Fy-155 KSI) n ai o IL INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD 1-1/2" MIN. PENETRATION INTO WOOD W o 'i THRU 1BY BUCKS INTO CONC. OR MASONRY THRU 10Y BUCKS INTO CONC. OR MASONRY A rj"2w II 0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I, ,I DIRECTLY INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY ' 11 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1 11 y 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) i INTO METAL STRUCTURES ,I,I STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) 3 1� ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) t y 1, (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `� $ 1 II 412 SMS OR SELF DRILLING SCREWS 1 11 8 INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090-) m = 1, • ••• • • • • •• (NO SHIM SPACE) o �{&& 0 s A• • • • • & ,c1 a © 11 1' • • ' • ••e •• TYPICAL EDGE DISTANCEa m u •r ••• ! • • • • INTO CONCRETE AND MASONRY 2-1/2" MIN. • • • •• INTO WOOD STRUCTURE = 1" MIN. g •n °: • •••• -•J.�T••IfPIC•A•ANCrI�••• • • • •• •• ' INTO METAL STRUCTURE — 3/4" MIN. � AH� aPAMcRctaOnoDnmptUparaCyoTtea'gRNEtov Colt VDIitStBhD I a : FIA.PE�7052 CONCRETE fo=3000 PSI MIN. CAN. Hadtug Cod •!• MASONRY Pm 160PSI MIN.P n —A ue _L�NT� e 8 lorish o da Product drawing no. • • ! SCREWS AT SEALED WITHERS WHITE/ALUMWUMFRAME ANDTION COLORED SEALLANTILL sheet 2 of 3 69 �^ —3.04311.470-1 ITERS B PART READ. DRSCRIPTIDN MATERUL UW./SUPPLM/REM W M46C V ,Og2 I I 1 YE-1700 1 FRAME HEAD/SILL 9093-7g - 1 2 VE-1702 2 FRAME JAMB 8093-TS - c 1.780 819 3 YE-1707 AS ROD. GLAZING HEAD 9083-TS - O 1.080 4 YH-922 AS PEQO. GAZING BULB VINYL - SULLIVAN&SULLNAN VF-lo As RE00. FRAME ASSEMP.H.SMS �a6 � (L 374 d 8 FRAME HEAD/SILL 4 G L R a W----2.970 O q a Q FRAME JAMB 0METAL c STRUCTURE MIAMI-OADE COUNTY 1/ar MA)L APPROVED MULLION TYPICAL SFI9A ANCHORS&MULLION ANCHORS SEE ELEV.FOR SPAM _ 3 8 ui 7 Qb C) TYPICAL ANCHORS ap SEE ELEV.FOR SPACING Wam WIDTH IINDOW VAOTH 0 1/4"SBM 1/4'SHIM O MAX. g MAX. •:v;oi. °3 �e 5 TYPICAL ANCHORS WOOD SUCK a -_� SFA ELEV.FOR SPACING $ OR SIRUCTUR (: Engr.JAVAD AHMAO PRoDUCF REVISED •I WE! gHl i s Cm as complying with IW Ro & b FIA PE 70892 BUR&$Code 004, • • ••• • • CAN. Accepteoao No 6 .^,�.��t, • • *. Loa Dalo 7`l S.L.40Miami ProdartCoMte1- dralving no. • ' • ( W08-87 WMOOW WIDTH CC 20•» sheet 3 of 3 • • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • s MIAMI•IaADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) .miamidadegov/aeraJ Trulite Window&Door Solutions,LLC 8130 NW 74h Avenue Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by.Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone, DESCRIPTION: Clipped,Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No.M95-06A,titled"Aluminum Tube Mullions",sheets 1 through 6 of 6,prepared by Al Farooq Corporation,dated 11/20/95,with revision F dated 11/18/11,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless•9#1prwise noted herein. • . . .... ...... RENEWAL of this NOA shall be considered after a renewal application has been•filed;ud there been - no change in the applicable building code negatively affecting the performance of thl.?AMduct. TERMINATION of this NOA will occur after the expiration date or if there has beE�,revisigA or phange;..... in the materials,use,and/or manufacture of the product or process.Misuse of this 140A at an eidoi+ssement ••.•• of any product,for sales,advertising or any other purposes shall automatically ternriapVt1is N90,Future •• •+• to comply with any section of this NOA shall be cause for termination and removal'df NOA. •• •••••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dagie;!(q nty,•Florjda, anA•„• followed by the expiration date may be displayed in advertising literature. If away portion o1"thb°RI0A is displayed,then it shall be done in its entirety. ••• ••• :0006: INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or Ifs distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 010-0930.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. a The submitted documentation was reviewed by Manuel Perez,P.E. MwrooaoE t�mr NOA No.11-1213.07 � Expiration Date: December 24,2016 Approval Date: February 02,2012 Page 1 Trulite Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No.M95-06A,titled"Aluminum Tube Mullions", sheets 1 through 6 of 6, prepared by Al Farooq Corporation,dated 11/20/95,with revision F dated 11/18/11, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 2 mulled fixed frame windows, O-O configuration,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-6600,dated 08/30/11, signed and sealed by Marlin D. Brinson,P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 3 mulled fixed frame windows, O-O/O configuration,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under previous NOA #02-0227.01) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per PA 202-94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-1297,dated 09/21/95 signed and sealed by Yamil Gerardo Kuri,P.E. (Submitted under previous NOA #95-0515.09) C. CALCULATIONS •••• 1. Anchor verification calculations and structural analysis,complyW with 000000 BC 2007 0000:0.••: and FBC-2010,prepared by Al-Farooq Corporation,dated 05/py`p9;and rpv jed on �0; 11/16/11, signed and sealed by Javad Ahmad,P.E. 0..:.• 0 . - 2. Glazing complies with ASTM E1300-04 0000 •• • •0 0• 0000 • .• .1110 --- "" 0004,00 ' . .D.. QUALITY ASSURANCE 0"000 ".. . 0000.. _ 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs (PERA). . . ...... 0000.. E. MATERIAL CERTIFICATIONS : 000 ' 0000: 1. None. •• •' 00.0 • Manue Perez, Product Control Exa in NOA No. 11-12 .07 Expiration Date: December 24,2016 Approval Date: February 02,2012 E- 1 a Trulite Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,and of no financial interest,dated November 16,2011, signed and sealed by Javad.Ahmad, P.E. 2. Florida Dept of State,listing of Trulite Window&Door Solution,LLC (Foreign Limited Liability Co.),managed by Arch Intermediate Holding, LLC,Tamarac,Fl., dated 02/03/10 3. Certificate of registration of name change from"Trulite Residential Windows, LLC" to"Trulite Window&Door Solution,LLC"issued by State of Delaware on 17/10/11, signed by J.W.Bullock. 4. Certificate of registration of name change from"Arch Windows,LLC"to Trulite Residential Windows,LLC"issued by State of Delaware on 07/27/11,signed by J.W. Bullock. 5. Florida Dept of State,listing of Arch Window,LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding,LLC, Tamarac, Fl.(transferred from file# 10- 0930.07). 6 Certificate of registration of Arch Windows, LLC(Delaware)in State of Florida dated 02/04/10,managed by Arch Intermediate Holding, LLC(transferred from file# 10- 0930.07). G. OTHER 1. Notice of Acceptance No. 10-0930.06,issued to Arch Windows, LLC dba AWP for their"Aluminum Tube Mullion--L.M.I.",approved on 01/06/11 and expiring on 12/24/11. . 0000•• • • • i _ 0000•• 0000 •• • • • 0000 • •• 0000• A66060 *Goo:* 0000•• • • • • • 0 • • • • •9999• 0000•• • • • •9000• • •IL — -- — N • poop anuel z,P.E. Product Cont1 E miner NOA No. -1213.07 Expiration Date: December 24,2016 Approval Date: February 02,2012 E-2 .750 1.1E5 IJlB u q g z Po 3 zero 2P30 �, TYPICAL ZSW 4=1 GLAZING PRODUCT 4.000 —E nj 40. 1EI9 L266 r � 3.000 4400 0 d ao [MCA WINDOW FRAME MULLION CLIP —85)(eae�—Ts) MULLIC�CLIP(eGs3 dl Ty) R (ALL TO ANGLES) (ALT.To ANW.ES) �i a3(s �( , CUP LENGTHS MUST RE CUT TO FR SNUG CUP LENGTHS MUST BE CUT TO FR SMUG IL INTO TUBE MULLIONS. INTO TUBE MULLIONS. J a 6.000 ! ILa .720 L718 Ll 2.000 U110 4.000 Up 5000 ALL TUBE MULLIONS TO BE ALLOY 0063-78. 123 .125 Z 9 PS 1b13 1.613 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 7 HORIZONTAL OR VERTICAL Q�g SEE MM OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING m O Q m MULLION CLIP(6m_75) MULLION CLIP(6o63-75) CUP LENGTHS MUST BE CUT TO FIT SNUG CUP LENGTHS MUST BE CUR TO FR SNUG INTO TUBE MUWON& INTO TUBE MULLIONS.(NO SIDE FASTENERS REOD.) (NO SDE FASTENERS REOD.) Z � � Z C, a25 co 0 2AOD o RECTANGULAR ALUMINUM TUBE MULLIONS B� SING M IRON PROPERTIES ONLY MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ANGLE CLIP (6083-TS) $ NOTES* AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED § IMPACT AND NON-IMPACT RESISTANT PRODUCTS. THIS PRODUCT HAS BEEN DESIGNED AND TESTE0*70 COMPLY WITH THE' •$ REQUIREMENTS OF 7NIE FLORIDA BUILDING CODE ED10 EDITION tNCU10AdG 6 Hm vanc Y HURRICANE ZONE(HUNG:). ALL GLAZING PRODUCTS USED WITH THEM MULUONS`S MLEPZE � • U l�4AR`5•AAD GRAPHS AS FOUDWS. APPLICABLE BUILDING CODE REQUIREMENTS I.E LOAD, WA• •• • • • • • INFILTRATION. FORCED ENTRY RESISTANCE. SAFE OS ETC. OWNWINE_GN LOADWOOD BUCKS IN OTHERS.MUST BE ANCHORED PROPERLY T%TRAN�wR •a• i RwRTICULAi OPENINGREWOiEO PER ASCE 7 LOADS TO THE SR4UL'NRE. •• ••• •STEPS USE OPRARD GLAZING PRODUCTS MEETING ABOVE LOAD Eref AM A14WD PR0DUCPREVISM � •1 ANCHORS WALL BE AS LISTED,SPACED AS SH0WN ON DETAAS.EMBEDMENT REQUIREMENTS. CM ¢s L TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO.TILE ETC. USE CONNECTION TO MULLION AS PER PRODUCT CAN.sserZ .I-Nu �B 0�odewBAllro Bllrtlda .. ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THEE DETA LS APPROVAL �e ARE NOT PART OF THIS APPROVAL •!-_••• •$I�•� 1�1G•CHARTS Oki SHEET 2 SELECT MULLION SIZE WITH �y A LOAD WIRAIIUN INCREASE IS USED IN DESIGN OF AND.OIS R)V401)ONLY. • D �R��.RffINGgMOfV THAN DESIGN LOAD SPECIFIED By droving no. MATERIALS A070UDA�A1 BHT NOT L08im't0 SCRW*THAT EOME ORO • • MIDARM "rYPIS ON SHEET 4 THRU 6 AND ANCHOR CHARTS CONIAACi TO OTH Dista MAU SS MEET THE REQ�aFNIs •6T6P.g ON SHEETIS,BLEST ANCHOR TYPE WITH DESIGN RAMN `` I M OF RDRIDA 01M MORE THAR THE SESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 95"06A sh 9 1 Of s • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L t DESIGN LOAD CAPACITY-PSF(TUBE MULLIONS) DEMON LOAD CAPACITY - PSF(TUBE MDIlIONS) DEMON LOAD CAPACITY-PSF(TUBE LIOLLIONS) WINDOW DIM . I 1X2 1 X3 1X4 2 X 4 2 X 0 WINDOW DUO. 1 X2 1X9 1 X4 2 X 4 2 X 6 WINDOW DIMS. 1 X 2 1X8 1 X4 2X4 2X8 Vim' WIDTH(W)IMLILL SPANI STD. STD. SM. M. STD. WIDTH(W)MULL SPAN STD. STD. STD. STD. STD. WIDTH 0%MULL SPAN STD. M. STD. ETD. STD. MULLION o� 19-1/8" 140.0 140.0 140.0 140.0 140.0 19-1/8" - 51.5 110.4 140.0 140.0 19-1/8" - - 2&8 41.6 118.6 p z 28-1/2° 1382 140.0 149.0 140.0 190.0 28-1/2° - 37.2 79.7 116.9 140.0 2e-1/2" - - 200. 30.0 83.9 p p GLAZING 3 0 30" 120.3 940.0 140.0 140.0 190.0 30' - 32.8 70.4 102.8 140.0 30" - - - 26.5 73.7 F 37" 97.6 140.0 140.0 140.0 140.0 37° - 28.6 57.1 83.4 140.0 37" - - - 21.6 89.8 ¢q 42" OS.9 140.0 140.0 140.0 140.0 42" - 23.4 80.3 73.5 140.0 42" - - - - 82.6 48" 38-3/8" 782 140.0 140.0 140.0 140.0 48' 84° - 209 44.0 84.3 140.0 48• 13Z - - 48.1a 53-1/8• 87.9 139.8 140.0 140.0 140.0 53-1/8° - - 39.7 88.1 127.2 53-1/e° - - - - 41.8 Wi W2 80° 60.2 123.8 140.0 140.0 140.0 80• - - 38.2 51.4 1128 W. - - - - 36.8 88" 64.7 112.5 140.0 140.0 140.0 88• - - 32.0 4&7 102.4 88" - - - - 33.8 ARMn BE O INSM9LAR 0 E 72" 80.1 103.2 140.0 140.0 140.0 72" - - 28.3 425 93.8 72• - - - - 30.7 INWE H0T1¢oN08.MULLION <C 74" r--..9 100.4 140.0 140.0 140.0 74" - - 28.5 41.7 91.3 74" - - - - 20•9 0 O 19-1/8" 82.2 140.0 140.0 140.0 140.0 19-1/O" - 34.8 74.0 10&1 140.0 19-1/8" - - 21.9 32.0 89.0 ��OLAZ010 Q 26-1/2' 59.3 140.0 140.0 140.0 140.0 20-1/2° - 24.9 03.4 7&0 140.0 26-1/2° - - - 23.1 84.3 i� ��\ 30" 02.4 140.0 140.0 140.0 140.0 39" - 220. 472 6&9 140.0 30" - - - PRQDUCI' " # 20.4 88.8 37" 42.5 115.3 140.0 140.0 140.0 1 Jr - - 3O2 88.9 1389 37° - - - 46.0 42" 37.4 101.8 1 140.0 140.0 140.0 42" - - 33.7 492 1232 42° - - - - 40,5 48° 50-8/8" 329 89.9 140.0 140.0 140.0 48" 98° - - 29.5 43.1 1079 48" 144" - - - 35.5 v 83-1/8" 29.6 80.3 129.3 140.0 140.0 83-1/6" - - 26.6 35.9 97.4 53-1/8" - - - - 32.1 r ROULICT PROD=0 �n 8o" 262 71.1 1149 140.0 140.0 80° - - 23.8 34.4 882 80° 28.4 Z 68" 23.8 84.7 104.1 140.0 140.0 88° - - 21.4 31.5 70.4 25,8 0 _ 72° 219 58.3 98.4 139.3 140.0 72° - - - 2&7 719 72° - - - - 23.7 74" 212 57.7 929 138.9 140.0 7$ - - - 27.8 M9 74" 23,0 mu )N SPAN to-t/6' 927 1221 149.0 140.0 190.9 19-1/8° - 242 $1.9 75.9 140.0 - - _ - TYPICAL MULLION ARRANGEMENTS w 28-1/2" 30.8W.1 140.0 140.0 140.0 26-11r - - 379 849 140.0 m I Qio 30" 272 77.8 140.0 140.0 140.0 30° - - 33.1 48.4 134.5 MOTHiM a Wt +W2 :3 37' 220 0&1 119.6 140.0 140.0 37" - - 28.9 39.2 109.1 2 42' - 5&6 105.6 140.0 140.0 42° - - 23.7 34.6 9&1 Fay 48" 8S" - 4&6 92.4 138.0 140.0 48" 1pg• - - 20.7 30.2 84.1 Z $ 33-1/8" - 43.9 839 121.9 140.0 53-1/8" - - - 27.3 76.0 j Z 389 739 10&0 140.0 80" - - - 292 87.3p,�j Ld 88" - 38.4 672 982 140.0 1 68° - - - 22.0 61.2 ap g 72" - 32.4 61.6 900. 140.0 72• - - - 20.2 88.1 74• - 319 60.0 879 140.0 74• - - - - 849 19-t/8" 26.1 74.6 140.0 14MO 140.0 18-1/8" - - 370. 55.3 140.0 28-1/2' - S&S 115.4 140.0 140.0 26-1/2° - - 27.5 1 399 111.0 30" - 47.6 1 101.9 140.0 140.0 30' - - 24.1 38.3 98.1 $ 37° - 36.8 1 82.8 120.7 140.0 37" - - - 28.6 79.5- 42' 9942• 35.9 729 106.4 140.0 42• - - - 252 70.1 R 48° 74-1/4" - 29.7 63.7 93.1 140.0 48° 120° - - - 22.0 81.3 p 83-1/8° - 28.8 57.6 84.1 140.0 53-1/8° - - 8&4 BO- 23.8 81.0 74.4 140.0L74' - - - - 49.0 88" - 21.6 48.3 87.7 131.0 - - - 44.8 72° - - 429 62M 120.1 - - - - 40.9 c ro 74" - - 41.3 80.4 1&9 - - - 399U �+ • • • • • • • • • 1 X 2 S'T'D•TORE 1 X S STD. TUBE 1 X 4 STD.TUBE 2 X 4 SID.TUBE 2 X 6 STD.TUBE • • •• • • • • • ]z 81"4 Sa W$ iz 90 8s 9C'3 Ts 9Y4 oY'3 Irs 91"4 Ol'3 It 64"4 01-3 • •• • • • • ••• • .532 .950 .19 ..�� 8276 2.758 g • • • • • • • • • EW PAVWMD ST3 , 70892• MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED FTA.PEPRODIICIRBVIS0 1 VERTICALLY OR HORIZONTALLY. Ewd*cob 1U1BF (INTERPOLATION BETWEEN WIDTH§'/�LCV) •'• ": : ••• 0\ ilio • • • • • •• �� drawing no. :• ' •'• : • ' ' IKULLI0NS BY M95--06A ahe•t 2 of g t DESIGN LOAD CAPACITY-PSF D=GN LOAD CAPACITY-PSF DMON LOAD CAPACITY -PW �U WINDOW DIME. ANCHORS TYPE WINDOW DUM. ANCHORS TYPE WINDOW DIME. ANCHORS TYPE WDTH(W)MULL SPAN A2 A4 AA2 I A" AAA2 AAA4 F12 B4 WDTH(W)ImLu SPANE31.7 A4 AA2 AA4 AAA2 AAA4 B2 B4 WIDTH(W)NULL SPAN 1)2 1)4 AAE AA4 AAA2 AAA4 B2 1)4 19-1/8• 140.0 140.0 140.0 140.0 t40.0 140.0 140.0 140.0 19-1/8' 139.1 78.9 140.0 91.4 140.0 140.0 140.0 10-1/8' 44.3 88.8 50.2 100.4 58.2 116.4 109.3 140.0 Z* 26-1/2• 109.9 140.0 124.6 140.0 140.0 140.0 140A 140.0 26-1/2° 100.4 80.9 113.9 8&0 132.0 123.9 140.0 26-1/2" 31.9 83.9 36.2 72.8 420 84.0 7&9 140.0 flT 30' 87.1 940.0 110.1 140.0 127.6 140.0 140.0 140.0 30' 8&7 50.3 100.6 88.3 116.6 109.5 140.0 30' 2&2 86.4 320 84.0 37.1 742 _69.7 139.3 i g 37" 78.7 140.0 692 140.0 10&4 140.0 140.0 140.0 37' 71.9 40.8 81.9 47.3 94.5 S89 140.0 37• 22.9 48.0 25.9 51.9 30.1 60.1 56.5 113.0 ¢5 42° 69.3 138.7 788 140.0 81.1 MA 140.0 140.0 42" 63.3 35.9 71.8 41.8 83..3 76.2 140.0 42' 20.2 40.3 229 45.7 26.5 53.0 49.8 99.5 C 48' 35-3/8- 80.7 121.3 88.8 137.0 79.7 140.0 140.0 140.0 48' 84• 27.7 58.4 31.4 82.9 38.4 72.9 6114 136.9 48" 132" 35.3 20.0 40.0 232 46A 43.5 87.1 53-1/8' 54.8 109.6 622 1124.3 1 720 140.0 135J 1140.0 83-t/8° 25.0 50.1 2&4 58.4 329 65.8 61.8 123.7 53-1/8' - 31.8 - 36.1 201) 41.9 39.3 7&7 a 1' 489 97.1 86.0 110.1 839 127.8 119.8 140.0 80° 22.2 44.3 25.1 50. 28.1 5&3 54.7 109.5 �• - 282 - 32.0 - 37.1 34.8 89.7 86° 44.1 862 50.0 100.1 589 116.0 10&9 140.0 88° 202 40.3 22.9 45. 2&5 53.0 49.8 99.5 86• - 25.7 - 29.1 - 33.7 31.7 83.3 zry 72' 40.4 80.9 45.9 91.7 53.2 108.3 999 140.0 72° - 37.0 21.0 41.0 24.3 46.6 45.8 912 72' - 23b - 28.7 - 30.8 22.0 58.1 Tal�r6 8 74' 39.3 78.7 44.8 88.2 51.7 103.4 972 140.0 74' - 3&0 20.4 40.. 23.0 47.3 44.4 889 74• - 22.9 - 259 - 30.1 282 86.5 QQ 0.0 19-1/8° 118.4 140.0 1309 140.0 140.0 140.0 140.0 140.0 19-1/8' 80.9 121.7 69.0 136.0 80.0 140.0 140.0 14MO 19-1/8° 40.6 812 4&0 920 53.3 108.7 1002 140.0 py�S�J 28-1/2' 83.3 140.0 94.5 140.0 109.8 140.0 140.0 140.0 26-1/2' 43.9 879 499 99.0 57.7 11&5 1085 140.0 26-1/2' 29J 56.6 33.2 08.4 36.5 77.0 72.3 140.0 �Z g$ 30° 73.8 140.0 83.4 140.0 96.7 140.0 140.0 140.0 30° 38.8 77.6 44.0 88A 51.0 102.0 95.8 140.0 30' 28.9 51.7 29.3 58.7 34.0 S&0 03.9 127.7 g 37° 59.7 119.3 67.7 138.3 7&4 140.0 140.0 140.0 37' 315 829 35.7 71.4 41.4 827 77.7 140.0 37' 21.0 41.9 23.8 47.6 27.6 85.1 51.8 103.8 771 42" 528 10&1 59.8 119.2 09.1 1382 1289 140.0 42" 27.7 55.4 31.4 62.9 36.4 729 6&4 136.9 42' - 37.0 21.0 419 24.3 48.6 45.0 91.2 48° 80-5/8° 480 920 521 104.3 60.4 1209 113.8 140.0 48' 9S• 24.3 485 275 55A 31.9 639 59.9 118.6 48' 144' - 32.3 - '38.7 21.3 42.8 39.8 79A 53-1/8• 415 83.1 47.1 94.2 54.6 1092 1028 140.0 53-•1/8' 21.9 439 249 49.7 2&8 57.6 54.1 10&2 53-1/8' - 202 - 33.1 - 38.4 35.1 72.1 86' F33. 73.8 41.7 83.4 4&4 88.7 909 140.0 s" - 389 22.0 44.0 25.5 51.0 47.9 95.8 80° - 25.8 - 29.3 - 34.0 31.9 87.9 Z 86" 68.9 37.8 76.9 44.0 87.9 82A 140.0 08' - 3&3 20.0 40. 23.2 46.4 435 87.1 88' - 23.5 - 28.7 - 309 20.0 58.1 0 yQ • 72' 51.3 34.8 695 402 80.6 7&7 140.0 72' - 323 - 38.. 21.3 425 39.9 789 72' - 21.6 - 24.4 - 28.3 26.0 53.2 �74' 50.7 339 67.7 392 78.4 73.8 140.0 74" - 31.8 - 35.7 20.7 41.4 389 77.7 74' - 21.0 - 239 - 27.0 259 51.8 to-1/8' 927 140.0 105.2 140.0 1219 1401) 140.0 1140.0 19-1/8• 54.1 108.2 81.4 1227 71.1 140.0 1339 140.0 bpm 26-1/2• 88.9 1339 78.9 140.0 BOA 140.0 140.0 140.0 20-1/2• 39.0 78.1 44.3 88.6 51.3 1028 9644 140.0 m o a 30° 59.1 1182 1 67.0 1 134.1 77.7 140.0 140.0 940.0 30' 345 691) 39.1 76.2 45.3 00.7 852 140.0 tr1 37" 47.0 95.8 1 54.4 110S.7 63M 126.0 11&4 140.0 37' 28.0 5&9 31.7 &3.4 3&8 735 09.0 136.1 a M 42 422 60.8 47.8 B&B 985 111.0 104.3 140.0 42° 24.8 48.3 27.9 55.8 324 649 609 121.7 ANCHORS ARCt1ES TO BE O'AONN s5a SHEETS 4 THRU 0 019DE 86CTANSU5AR SHAPE 48' 83" 37.0 73.9 41.9 83.8 4&0 87.1 912 140.0 46' 10g• 21.8 43.1 24.4 48.9 2&3 8&7 53.2 10&4 y�D�� z 83-1/a• 33.4 56.8 37.9 75.7 431) 87A 62.4 140.0 53-1/8' - 39.0 221 442 25.8 512 4&1 082 SEE CHART FOR CAPACITY HORIZONTAL MULLION 86• 29.8 86.1 335 07.0 389 1 77.7 1 731) 140.0 86' - 34.5 - 39.1 227 45.3 428 85.2 86' 28.0 83.7 30.5 61.0 35.3 70.6 68.4 1327 86° - 31.4 - 35.8 20.0 412 3&7 77.4 %'GIAZING 00 72' 24.6 49.3 27.9 S&9 324 64A 00.8 121.7 72' - 2&7 - 325 - 379 3&5 71.0 YERi1CAL � PRODUCT `�� 3 NULLDN 74' 24.0 47.9 272 84.4 31.5 83.0 982 11&4 74' - 2&0 - 31.7 - 389 Sob 89.0 19-1/8" 78.7 140.0 692 140.0 103.4 140.0 140.0 140.0 19-1/8' 48.7 97.4 552 110.4 64.0 12SA 1 1202 1140.0 DI426J9 01A23NG 0l ANCHOR 28-1/2' $0.6 113.6 64.4 1289 74.6 140.0 140.0 140.0 26-1/2' 35.1 70.3 399 79.7 482 92.4 889 1 140.0 PRODUCT PRODUCT 2 Bl 8 30" SO2 100.3 569 1139 8&9 131.9 1239 140.0 30" 31.0 821 352 70.4 40.8 81.8 7&8 140.0 � C$ >;+ GLAZING GLAZING 8 k 37' 40.7 81.3 46.1 923 53.5 1069 100.4 140.0 37• 282 50.3 2155 57.1 33.1 852 82.1 124.3 PRODUCT PRODUCT A 1. 35.8 71.7 40.6 81.3 47.1 94.2 86.S 140.0 42° 22.2 44.3 25.1 50.3 28.1 58.3 54.7 108.5 CC 2 48' 74-1/4' 31.4 627 35.6 71.1 412 824 77.4 140.0 48• 120• - 38.6 220 44.0 255 87.0 47.9 859 &S-1/8' 28.3 5&7 32.1 64.3 372 74.5 89.9 138.9 53-1/6' - 35.1 - 399 2&0 46.1 43.3 86.6 AR1LL(ON SPAN 60' 28.1 50.2 2&4 56,9 33.0 65.9 81.9 123.9 80' - 31.0 - 35.2 20.4 409 38.3 7&6 W1 as 229 4&8 289 51.7 30.0 59.0 58.3 1128 86• - 282 320 - 37.1 349 69.7 7z" 209 419 23.7 47.4 27.8 54.9 61.8 103.2 72' - 2&9 - 20.3 - 341) 31.8 83.9 TYPICAL MUL ION ARFtANGEPAENTS `o > °� 74" 20.3 40.7 23.1 4&1 2&7 535 SO2 100.4 74° - 252 - 285 - 33.1 31.1 82.1 .. ••. . • . • • •. Wt +W2 g • • • • • • • • • WIDTH (W) NOTE: • • • • • • • • • t aavAo s •• ••• •• • • • •• ANY ANCHOR CONDITION SHOWN HEREIN MAY COVERFla 70692 pR°DUCr = LOCATIONS AT HEAD, SILL OR JAMB ENDS. GAN' Buil h*C�ade FOR ANCHORS DESCRIPTION SEE•SHE0,4 THRW 6.••• • • ACO °B> 16 .6 (INTERPOLATION BETWEEN WIDTHS OR SPANS AIILOWED)• • • • • • • ••• By dras411g rto. .. . . . AXCHORS .. M95-061) • • • • • • • • • • 1/4•DIA TAPCONS BY'DW 1/4•DIA TAPCONS BY'nW 1-1/4•MIN.WOOD PENETRATION 1/4•DIA TAPODNS BY'ITaW 1-1/4°MIN.WOOD PENETRATION 1•MN. 2 PER CLIP(i ON EACH WINO 1-1/4°MIN.WOOD PENETRATION 4 PER CLIP(2 ON EACH WINO 1/4°DIA.TAPDONS BY'nW EDGE plgT, 1 PER ANG 1-1/4°MIN.WOOD PENETRATION PPENEINATION i 1°MIN, 1°MIN. c ER EDGE DIST. I F a �0 ` 1 ri 2BY WOOD BUCCK 1t 11 2 X 2 X t B' \ II 2B1'WOOD BUCK r U U V a p --------- OR I I 2 X 2 X.1AT 1 I WOOD SmucnlRE i s i i ALUM �`------------- D STRUCTURE 1 i i ALUM ANGLE CM I Fl.OATNO CUP 2 Pf9Zi ANN 1 I I 814 SMS I I LL I 1 1-3/4.O.C.MN. i i FLOATING CLIP 1 1 2 PER ANGLE I 1 � - 1 I 1-3/4'FOR O.C.MIN. FOR 3.TUBE FOR ALL OTHER TUBES O p J v 1/4•DTA TAPCONS BY•nw 1/4•DUa TAPCONS BY'rnY' 1/4•DIA TAPCONS BY'RW' 9/4°DIA.TAPCANS BY•nrr 1-1/4'MIN.EMBED 1-1/a°MW.EMBED 1-1/4•MIN.EMBED 1-1 4•MN.EMBED LL DBO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK 1-3/4- INTO CONCRETE R BLOCK / W 1-3/4°MIN. 2 PER(IIP(1 ON EACH WINO) 1 PER AND MD/1, 4 PER CIA(2 ON EACH WINO) INTO CONCRETE OERR m � EDGE ANGLE DIST. EDGE DIST. 3° 1 •I MIN' � �M N 1 1 1 O _M Jp II jl TILI.IM2 1 1BY U LIT %2 X 71B" 18Y l U U --------'- WOOD BUCK 1 I I 1 fR.E I I X 1/8°If pALUM AN I -----_--_—"-- WOOD BUCK 4 SMS1 1 I AN 1 2 P�1I ANGLE I I I I j Ai4 SMS 1 1 $ 9 1 I 1-3/4°O.C.MN. iiiiFlAATWG CUP 1 11-3/4' 2 ANGLE gFlDATNO CUP 1 1 I 1 I 14 11 1 1 1-3/FOR 3C TUBE I 1 O r` P. 2-3/4°O.C.UMIN. p FOR ALL OTHER TUBES ANCHORS TYPE 'A2' ANCHORS WPE'A4' •00 • • • • • •00 CWL G V O W LL • • • • • • • • • AD AHMAO•. PRODUCT RBVISBD •• ••• •• • • • •• ' 9i$ •FLA PE 8 70892 Bm'S�coode��FT11P� " T' • • • • • • • • ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS. • • • • • ••• • QWPCONS MAY BE In_OR MT HEAD. dmwing no. • •• • M95-06A ••• • • • • sheet 4 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• U � • 1/4•DIA TAPCONS BY'RW 1/4'DIA.TAPCONS BY'TTW" 1/4•DIA TAPCONS BY'HW 1/4•DIA TAPCONS BY WW' �� 1-1/4'MIN,EMBED INTO MASONRY BL�KS 11-1/4'MIN.EMBED WTO MASONRY BLOCKS 1-1/4"MW. EMBED WTO MA50NRY BLOCKS 1-1/4'MIN.EMBED IMO MA5t1NRY BLOCKS 2 ' 1�-3/4°MIN. 2 PER CLIP(1 ON EACH WD%i 1 PER ANG 1Mµ. 4 PER CLIP(2 ON EACH WINO 2 PER ANOL z / EDGE GISL EDGE DIST. 3° Q N ,N O 11 II � 11 I� II 11 `�g II II • �$j � • � I I nS II V term u U 2 X 2% 1/S` t- - li it t,�• m 1 I I I I ANO - ----------- I ALUM I I I I O p I I I ALUM ANGLE C Q 1 I 2 PERI ANGLE I i 1 1 1 ®14 SMS 0°gro1 OBD a I 1 1-3/4'O.C.MIN. I I I I 1 I 2 PER ANGLE I �t i FLOATING CLIP I I I I j FLOATING CLIP 1-3FOR 3C TLIBE LON. i i �• TA s a-3/a°ER D.C.TUBMW.ES b FOR ALL OTH MCH IRS TYPE 'AA2' ANCHORS TYPE 'AA4' z z 3GO _ GO �ato i/4°DIA TAPCONS BY WW 1/4'DIA TAPCONS BY'BW 1/4"DIA.TAPCONS 13Y'DW 1/4`DIA.TAPCDN.S BY'PIW' z $ 1-1/4•MIN.EMBED INTO CONCRETE 1-//4'MDI.EMBED WTO CONCRE. 1_3/a• 1-1/4"MW.EMBED INTO CONCRETE 1-1/4•MW.EMBED INTO CONCRETE z qq 1-3/4°MW. 2 PER CUP(i ON EAOH WING 1 PER ANO MDd 4 PER CLIP(2 ON EACH WINO 2 PER AND 7 a^T EDGEDIST. ENE DIST. 3" Q as v o v §F9 axzx+ e• l ) P u u ° --------- I i p i i ALUM ------------- I I I I I z x z x t a" �a I I I I 2 PERI ANGLE I I I I I N14 SMS i 1 ALUM I 1 FLOATING CUP-/j j 1-3/4'O.C.MN. I I FLOATING CLIP-/I I 2 PER ANGLE z I I I I I I I 1 I I I-3/ MR FDR 3C TUBE I I 2-3/4.O.C.TUBE ffi FOR ALL OTHER TUBES d ANCHORS HYPE 'AA�2r s i i i i i i ANCHORS TYPE 'AAA4'. • •• • ! i • ••• • ••• ••• ••• e f• f • to•• gn JAS bW PRODUCT'RMS® g FA.;T'E Y0311'� .c nplyh*wAhG•PIMMIS ! ••• • ••e • ALT-t21PS TO FR SNUBOdb*CW* G IWO TUBE MULLIONS. ,.CA.N. A - • • • • • • • • MAY BE HE%OR FAT HEAD. • • • • • too:•• BY d-w1ng -. •• • • • • • • s • e t1 M95-06A sheet 5 of$ • • • • • • • • • • • •• •• • • • •• •• • METAL STRUCTURES1/ (STEEL OR ALUMMETAL STRUCTURES V (STEEL OR ALUM. 1/8t MIN.THICK) 14 SMS OR 1/4"TE165 14 SMS OR i 4'TEKS . 8"MINTHICK). 14 SMS OR 1/4"TEKS :Fy=38 KSI MIN. PER CLIP / PER CLIP A14 SMS OR 1/4'TEKS STEEL 8083-T5 MN. (1 ON EACH WINO) PER ANGLE A NUM.:8083-T51 MIN. (2 QN FACH.WING) 2 PER ANCLE Z � z ----------- 1 Ji V V UM2 X 1 g ------------- 1 11 2 PER'nNm.E u 1 2 X 2 2 1.l:8v d 1 I I I I \ I I 1 1-3/'V O.C. MN. I 1 0 a QA ppg3 1 1 RAATNG CUP 1 1 14 SMS I I I I j j FOR S°TUBE j I I FLOATING QIP 0°3 O 4 .. . "/4"OXLMI. FOR SCREWS PER ANGLE ib � ANCHORS TYPE '02ANCHORS TYPE 'B4' ALL CLAS TO FR SNUG INTO TUBE MULLIONS. TAPCONS MAY BE Tmf OR FIAT HEAD. Z Z #14 SMS•1-1/2'O.C.MN. 2 PERCHM1NEl 1X2 k 1X3 TUB pp 3 PER CHANNEL�i4 PER CHA4. 4 TUBES)}})) TUBE MULLION N ( TUIXJ co W z 1/B°THICK ALUM CHANNEL I I LENGTH TO FIT SNUG NOTCHED Nro MULLION I TUBE MULLION AS CUP Lal TUBES N TO INSTALLATION 71 0 CCAAULLKU J1X�N1O'A TER ASSEMBLY i X14 SMS•1-1/2-O.C.MN. j 2 PER CLIP 1X &1%3 TUBES 1 1 3 PER CUP I'1%4&2%4 TUBES I I ACCESS HOPE 4 PER CLIP(2X8 j c A" I 1 a M ----- ---- ----- ----- M I THIS SCREW•OW BE • ••ii * ;op S •` 1 INSTALLED N ,• • •1• 1• . T• I 1 - DIRECTION .• • ••, • • , , , .U\YAD 0 9 1 I I I I 1 11 PRODUCT i••••� � ,�vR TUBE • ABtcpLation D�Pabk ftTo7as cviftwUbFImW 1-3 FLA.PE 3/4' •• iX W4ri0R(I IN i dw ISO �adrawing.`i no. •• •• • •• • • • • • pEr�u��•• M95-06A METAL TO METAL CONNECTION Sheet 6 of::6 r ► d . n FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Addition to Rice Residence Builder Name: Street: 41 NW 105th Street Permit Office: Miami Shores Cly,State,Zip: Miami Shores,FL,33150- Permit Number. Owner. Corrie Rice Jurisdiction: 2326W Design Location: FL,Miami 1. New construction or existing Addition 9. Wall Types(482.7 sgft.) Insulatlon Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 482.67 ft2 b.WA R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 1(1) d.N/A R= ft2 5. !s this a worst case? No 10.Ceiling Types (329.0 sgft.) Insulation Area a.Under Attic(Vented) R=30.0 329.00 fta 6. Conditioned floor area above grade(ft2) 329 b.WA R= ft2 Conditioned floor area below grade(ft2) 0 c.WA R= ft2 11.Ducts R ft2 7. Windows(92.7 sgft.) Description Area a. U-Factor. Dbl,U=1.04 92.69 ft2 SHGC: SHGC=0.44 b. U-Factor. WA fP 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 12.0 SEER-20.50 c. U-Factor. WA ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor. WA ft2 a.Electric Hest Pump 14.4 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 0.500 ft. Area Weighted Average SHGC: 0.440 14.Hot water systems -Replacement equipment •••• a.Electric Tankless : .0. •60"M 1 gallons•.••• 8. Floor Types (329.0 sgft.) Insulation Area •• • ••.BF:0.990 •• a.Slab-On-Grade Edge Insulation R=0.0 329.00 ft2 b. Conservation features 666:99 ••:• .•..:• b.WA R= ft2 None 000000 • • • - c. A R= ftZ 15.Credits •••• .. . pea ***% Glass/Floor Area: 0.282 Total Proposed Modified Loads: 10.74 .. .. ••;••• Total Standard Reference Loads: 17.41 •• •• �� •••••• I hereby certify that the plans and specificatioqdovfery Review of the plans and ••• � " �8T. this calculation are in compliance with the Flospecifications covered by this •• _ •: Code. calculation indicates compliance with the Florida Energy Code. g, y PREPARED BY: AlzetllvBefore construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. WE OWNER/AGENT' BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 11/Z6pZ014 3:56 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Addition to Rice Residence Bedrooms: 1 Address Type: Shed Address Building Type: User Conditioned Area: 329 Lot# Owner. Corrie Rice Total Stories: 1 Block/SubDivision: #of Units. 1 Worst Case: No PlatBoolc Builder Name: Rotate Angle: 0 Skeet 41 NW 105th Street Permit Office: Miami Shores Cross Ventilation: County: Miami-Dade Jurisdictlon: 232600 Whole House Fan: City,State,Zip: Miami shores, Family Type: Single-family FL, 33150- New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 25% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Lao BLOCKS Number Name Area Volume 1 Addition 329 2632 SPACES Number Name Area Volume Mhen Occupants Bedrooms inftl ID Finished Cooled Heated 1 Main 329 2632 No 1 1 1 Yes Yes Yes FLOORS •• # Floor Type Space Perimeter R-Value Area • ••• Ale' •Wood • • • 1 Slab-On-Grade Edge Insulation Main 50.5 ft 0 329 t'P f...••• •Oi• 0 ••1• • • ROOF •••••• .. 41 Roof Gable Roof Solar SA..•...Emitt gTitt. Deck..;M # Type Materials Area Area Color Absor. Tesw•..' 'fo%ft lnsW,..1 1 Hip Flat tile/slate 339 ft2 0 ft2 Medium 0.5 N8 00.9 • No• 0 99064 ATTIC •• ••• • Y # Type Ventilation Vent Ratio(1 In) Area RBS IRCC 1 Full attic Vented 150 329 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 329 fta 0.11 Wood 11/26/2014 3:56 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below To Wall Type_ 1 N Exterior Concrete Block-Int Insul Main 4.1 13 4 8 106.7 ft2 0.1 0 0.5 0 2 E Exterior Concrete Block-Int Insul Main 4.1 21 2 8 169.3 ft2 0.1 0 0.5 0 _ 3 W Exterior Concrete Block-Int Insul Main 4.1 25 10 8 206.7 fta 0.1 0 0.5 0 WINDOWS Orientation shown Is the entered,Proposed orientation. Wan Overhang # Omt ID Frame Panes NFRC U-Faclor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Double(Clear) Yes 1.04 0.44 25.7 f12 0 ft 6 in 6 ft4 in None None 2 E 2 Metal Double(Clear) Yes 1.04 0.44 40.0 f12 0 ft 6 in 8 ft 0 in None None 3 W 3 Metal Double(Clear) Yes 1.04 0.44 62 ft' 0 ft 6 in 2 ft 9 in None None 4 W 3 Metal Double(Clear) Yes 1.04 0.44 20.8 ft2 0 ft6 in 5 ft9 in Norte None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 258.9 14.21 26.73 .207 5.9018 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump PTHP(COP) HSPF:7.7 14.4 kBtu/hr 1 Ductless COOLING SYSTEM sees # System Type Subtype Efficiency Capacity AirF • SHR ••09lock 'Buctc• 1 Central Unit Split SEER:20.5 12 kBtu/hr 36%CfrW.. 0.75..:. 1 p4aft HOT WATER SYSTEM ••••• •• # System Type SubType Location EF Cap Use Sd t...•.• Comeroation •.i.•' 1 Electric Tankless Main 0.99 1 40 120 d .. •. •'N8ne •...•• 9� 9� � • ..•..• • . SOLAR HOT WATER SYSTEM FSEC C81fecto? $(draQd; • • Cert # Company Name System Model# Collector Model# Area Vcl&e ' FEF None None ft2 11P26/2014 3:56 PM EnergyGaugeS USA-FlaRes2010 Section 405.4.1 Compliant Soft-are Page 3 of 5 I I TEMPERATURES Programabie Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Jun Jul I Dec Ven Jaann Feb Mar C Mar � Matey Jun �Jul �Aug n � �Oct �Nov �Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) PM 78 80 80 788 78 78 8 78 8 7808 7808 7808 78 CoolingH) PM 78 8 78 8 78 8 8 8 8 8 8 8 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) PM 66 68 68 68 68 68 68 68 68 6688 6688 66 66 0000 • • 0000 0000•• t .• • 0000 • 0000•• 0000 000060 000.• 6• • 0000•• 0000 •. . . 6 • • • . • •• 0000• • • 0000•. .• • 0000. ` 0 • • . • 60 •• •• • 00.000 66.••9 • • . • • 0000•• 0000.. • 9 • •9000• 00 0 1 1/261201 4 3:56 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 41 NW 105th Street PERMIT#: Miami Shores, FL, 33150- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors=0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, \ programmable thermostat is required. Heat pumps with supplemental v electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts'. •'••'• 0000: • Water heaters 403.4 Heat trap required for vertical pipe risers. Comply wilt?ef"encie&• *see: in Table 403.4.3.2. Provide switch or clearly marked drtwbreaker • ••••• (electric)or shutoff(gas). Circulating system pipes insrllto= ;•. •. . •• •.••• R-2+ accessible manual OFF switch. .... 00000 Mechanical 403.5 Homes designed to operate at positive pressure or witty mechanic&•`•• ..... ventilation ventilation systems shall not exceed the minimum AS}'l4n62 level.• • No make-up air from attics, crawlspaces,garages or dutdodU adjaggpt. •••• to pools or spas. i ••• • �...• •e • • ••s • Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)if"d 1 • &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. OffAimer switch required. Gas heaters minimum thermal efficiency=780/o (82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat a10kW must be divided into .. two or more stages. 'Ceilings/knee walls 405.2.1 R-19 space permitting. 11 rA=14&56 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 62 The lower the EnergyPerformance Index,the more efficient the home. 41 NW 105th Street, Miami Shores, FL, 33150- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 482.67 ft2 b.N/A R= ft' 3. Number of units,if multiple family 1 c.WA R= ft2 4. Number of Bedrooms 1(1) d.WA R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 329.00 ft2 6. Conditioned floor area(ft) 329 It.WA R= ft2 7. Windows*' Description Area c.WA R= tta a. U-Factor. Dbl,U=1.04 9269 ft2 11.Duds R W SHGC: SHGC=0.44 It. U-Fater. WA ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor WA ft2 a.Central Unit 12.0 SEER:20.50 SHGC: d. U-Factor. WA fta 13.Heating systems kBtu/hr Eirrciency SHGC: Area Weighted Average Overhang Depth: 0.500 ft a.Electric Heat Pump 14.4 HSPF:7.70 Area Weighted Average SHGC: 0.440 14.Hot water ms -Replacement equipment "" 8. Floor Types Insulation Area �e � � �;� ••�p�1 gallor�g,.... a.Slab-On-Grade Edge Insulation R�.0 329.00 ftz a.Electric '••' : ••..EF:0.99 • b.WA R= ftp • It. Conservation features 000:0* •••• 0000:0 c.WA R= fid None •••••• • • •.•.•• ' 15.Credits 0 0000• •• • PsW • • • •••••• •• • ••••• of •• •• • 980099 1 certify that this home has compiled with the Florida Energy Efficiency Code for Building s s ' •, Construction through the above energy saving features which will be installed (or exceeded) • ..'� in this home before final inspection. Otherwise, a new EPL Display Card will be completed •.,• U based on installed Code compliant features. 16# Builder Signature: Date: X 4 � Address of New Home: City/FL Zip: QD WIS "Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EENQ incentives if you obtain a Florida EneigyGauge Rating. Contact the EnergyGauge Hotline at(321) r 638-1492 or see the EnergyGauge web site at eneigygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. .**Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation y g Summary Corrie Rice Project Tale: 41 NW 105th Street Addition to Rice Residence- Miami Shores, FL 33150- 11/26/2014 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(?ft.) Temp Range(L) Humid data: Interior RH 50% Outdoor wet bulb 8 Humidity difference5 r. Winter design temperature(MJ8 990/6) 50 F Summer design temperature(MJ8 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 20 F Total heating load calculation 4963 Btuh Total coolina load calculation 10244 Btuh Submitted heating capacity %of talc Btuh Submitted cooling capacity %of calc Btuh Total(Electric Heat Pump) 290.2 14400 Sensible(SHR=0.75) 96.6 9000 Heat Pump+Auxiiiary(O.OkW) 290.2 14400 Latent 322.7 3000 Tota! Electric Heat Pura 117.1 12000 WINTER CALCULATIONS Winter Heating Load for 329 ftp ' Load component Load Window total 93 sgft 2095 Btuh � r Wall total 390 sgft 1147 Btuh Door total 0 sgft 0 Btuh h Ceiling total 329 sgft 210 Btuh Floor total 329 sgft 1192 Btuh x Infiltration 15 cfm 320 Btuh r* sees Duct 103S 0 Btuh £ •sees• •sere• Subtotal 4963 Btuh ;b ° ='e .000 •� Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 4963 Btuh Gooses � ••e 0 0••••0 ease :0 00 .Goes. SUMMER CALCULATIONS •••• *0060 00:00 Summer Cooling Load for329s ft • • •• • ••••• so GG e9 G 0.9000 Load component Load • Window total 93 sgft 7342 Btuh i 00:0: • •• Wall total 390 sqft 1147 Btuh • :000:0 eGG:e e•"� Door total 0 sgft 0 Btuh •��• a see .0090. Ceiling total 329 sgft 356 Btuh �, > • • • Floor total 0 Btuh • c' � Infiltration 11 cfm 240 Btuh Internal gain 230 Btuh Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 9314 Btuh 5r Latent gain(ducts) 0 Btuh , Latent gain(infiltration) 430 Btuh �� Latent gain(ventilation) 0 Btuh Latent gain(intemaUoccupantstother) 500 Btuh Total latent gain 930 Btuh TOTAL HEAT GAIN 10244 Btuh • EnergyGauge® m ng . 8th Edition PREPARED BY.' D DATE: EnwMrGaugeO/USRFZB x/3.1