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RC-16-1208 t �I c � l f2 g -ids el A,- t n I 1 1 C A i 1 � A- F TION RE - POST ON SITE - Permit Aro. RC-5-16-1208 Miami Shores Village Permit Type:Residential,Constructioli �Cf 10059 N,E.2nd.-Avenue ---� Mia-ni Shores,FL 33138=0000 > Work CIan:Alteration be: (305)795-2204 Fax: (305)756-8972 ' Sp A issue Date:.85112.016 Expires: 02/27/2017 r' INSPECTION REQUESTS: (305)762-4949,or Log on at https://bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING-8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 8-pm for following day inspections., Residential Construction Parcel #:1132060140142 Owner's Name: Owner's Phone: (786)566-2454 ' Job Address: 475 NE'91 Street Total Square Feet: 1870 Miami Shores FL 33138-3150 Total Job Valuation: $ 84,000:00 Bond Number: 320.3: WORK IS ALLOWED: Contractor(s)- Phone Primary Contractor MONDAY THROUGH FRIDAY,8:00AM-7:OOPM.SATURDAY 8:OOAM'-6:OOPM. CONWELL&ASSOCIATES'CONSUI (305)962-5673 Yes NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. - � dU � T TIME .or � 1 NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. ITIS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE'ENTAILED'IN THE REMOVAL OR REPLACEMENT OF ANYWATERIAL- REQUIRED TO ALLOW INSPECTION. 'WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF ;COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED' ON THE JOB SITE BEFORE THE" FIRST INSPECTION. IF YOU INTEN ) TO OBTAIN FINANGIN'G, CONSULT -WITH YOUR LENDER OR AN; ATTORNEY BEFORE COMMENCING WORK OR. RECORDING YOUR NOTICE OF COMMENCEMENT. ^ N l_ S fxV, N 7 r•7 -4A "'j�y —n- <,: Q' Al tz IN NA -1,"`7F. 6. -'14 tit k.nrsR 4 Ll aed- 41 kii� Y"• S-e.7W.5". WL.11;3'� z�$ -M-" -W,v It i wl '0 I Milt ei-* 'M N;4. as,Kli 3� o t►�SNoRetAl s logo ,.,..� Miami shores Village Building Department ORIDp' 10050 2nd Avenue / Miami Shoress,, Florida 33138 Tel: (305) 795.2204 C-70/" Fax: (305) 756.8972 76�7 s 01- S CERTIFICATE OF OCCUPANCY/COMPLETI N CHECK LIST /B�ildingermit card.P s' 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. ❑ Certificate of Soil Treatment(Final treatment-original)\ 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) ❑ Backflow preventor certificate (Required on commercial projects only) E ❑ Declaration 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$150.00 • Residential CC$50.00 Commercial CO and CC$200.00 a i L� - NS'PECTION RECORD -� ZONING StRUCT RAL -illy :INSPECTION DATE INSP IINSPECTION DATE INSP INSPECTION w s.fr- DATER _INSP Foundation 'T Zoning Fin"1 ° ` Stemwall ZONING COMMENTS iR -k Ough ' Slab Water Service Columns(1st Lift �hS 2nd Rough f Columns(2nd Lift Top Out _r Tie Beam _ :Fire Sprinklers Truss/,Rafters _ :Septic Tank a 'Roof Sheathing ~_ 'Sewer Hook-up •Bucks Roof Drains Windows/Doors _ Gas ;Interior Framing INSPECTION DATE INSP., iLP Tank n Insulation. ,• Temporary Pole Well Ceiling Grid,'- 3O Day Temporo Lawn Sprinklers Drywall T Tz wo Pool Bonding Main Drain_ ;Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet.Niche ;Backflow Preventor ;.Pool Steel Underground Interceptor !Pool Deck Footer Ground Catch Basins LFinal;Pool Slab Condensate Dra Final Fence Wall Rough HRS Final Screen Enclosure Ceiling R' Driveway Roug { PLU BING COMMENTS Driveway Base Telephone Rough Tin•Cap Telephone Finil Roof in Progress,_ , TV Rough Mop n,Progress TV Final Final Roof Cable;Roughee 8 Shu ers Aachment Cable Final ^� Final Shutteri f ;Intercom hough _ff _ Fails and1. Guardrail ;Inte'rcom,FinaMECHANICAU l !3L?�iCtim`Bance t`i ' Alarm Ror�gh INSPECTION DATE SP Alarm,Final Underground Pipe OCUMERTS' Fire Alarm Roug v _ —& ng'Gert Fire Alarm Final WCOKMW�ENTS ;Ro h +11reat' nt Cert Servio'�Work W k U f lion Survey Ventilation Rough as Cetrto EL E RICALHood Rough 4' �n Certificate's _ _ Pressure Test — = �r•rveY �' .h� Final Hood rir,; •Survey '�' Final'Ventilation;, j Truss Certiflcati� Final-Pool Heater �! STRUCTURAL COMMENTS Fk1al VBCUUm Im a MECHANI CO MENTS �V INSPECTION DATE INSP, ,;Final Sprinkler `Final Alarm 4 , INS P CTIOIV ,R�Ctt,0 D _ M POST ON SITE r,a M t RC-5-18-1208• Permit NO. �t Miami Shores Village - f "'" Permit Type Resideittial,'Construction ��. , .. 10050 N.E.2nd AvenueIN, MIP" or3338 0 1 Mipni Sh ' NrorkwC assifcatlon•Alteration (305)795-220305)756-8972none: ` I0168/332/pssue Dae E` xpires: 0 27/201-7 INSPECTION RIEQUESTS:.(306)762-4949"or Logon at httpsa/bid6.miamishoresvilldge.com/cap + ' REQUESTS ARE ACCEPTED DURING 8''30AM-3 30PM FOR THE�FOLLOWING BUSINESS DAY.�-- Re nests must be received ti 3 rr for followin da, '' q �Y p g' y inspections, ,t �.. . Residential ,Constructron Parcel'#:1132060140142 Owner's Name:, Owner's Phone: (786)566-2454 iI Job Address: 475'NE 91 Street' Total Square'Feet: 1870 Mwaml Short-i,FL 33138-315- 0 150 " Bond Number: 3203 - , Total Job Valuation:' $-84,000:00 WORK IS-ALLOWED: COntraCtOr(S) - Phone Prima Contractor' ' MONDAY THROUGH FRIDAY,8:OOAM-7:OOPM. Primary SATURDAY 8:OOAM-6:OOPM. CONWELL&ASSOCIATES CONSUI (305)962-5673, Yes. NO WORK IS ALLOWED ON SUNDAY OWHOLIDAYS. tBUILDING ANDROOFING INSPECTIONS ARE DONE MONDAY„THROUGH FRIDAY. -a n U LAN t R j TIME U if -4 04 NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND„HAS BEEN,APPROVED”, PLANS ARE READLY AWdLABLE'. ITIS THE THE BUILDING OFF.ICCIAL,NOR THE CSTY SHALLIBILITY O ENLIAB ENSURE THAT WORK`'IS ACCESSIBLE AND EXPOSED INSPECTION PURPOSES.,NEITHER ,FOR.EXPENSE'ENTAILED IN`THE,REMOVAL OR REPLACEMENT OF ANY MATERIAL RFQI)IP,EDTO''ALL_OW,INSPECTION WARNING.,3'0 `_"OWNER: 'YOUR ,"FAILURE ';TOS 'RECORD A NOTICE ' OF COMMENCEMENT .MAY :RESULT IN'YOURp.PAYING 'TWICE FOR' IMPROVEMENTS r iC. YOUR FPROPERTY,.' A--NOTICE OF, COMMENCEMENT MUST BE RECORDED ANU POSTED ON THE JOB SITTE. BEFORE THE FIRST INSPECTION. IF YOU INTEND `TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A a;TORNEY BEFORE; COMMENCING, WORK- .OR RECORDING, YOUR NO.TiCE OF COMMENCEMENT.--- _ _ C � I INSPECTION ."RECORD INSPECTION DATE INSP 'INSPECTION ZONING DATE INSP 7Water T :e N, ,DATE INSP Foundation Zoning Fill Stemwall ZONING COMMENTS — ` Slab ' Service Columns(1st Liftqvs 4 2nd Rough g Columns(2nd Lift 7 Top Out r Tie Beam r Fire Sprinklers k Truss Rafters ' Septic Tank Roof Sheathing , Sewer Hook-up Bucks �_ : Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing , INSPECTION DATE INSP_ LP Tank, Insulation Temporary Pole .t Well Ceiling Grid r 30 Day Temporaay - Lawn Sprinklers , L + Pool Bonding, Main Drain.- Firewall rain.-. D fe all Y ` all ?3 * t Pool'Deck Bonding` r pool Piping Wire Lath " a, �,. Pool Wet Niche d +• '` Backflow Preventor ' Pool Steel ;`. ' „' Underground ' "^ InterceP tore' Pool Deck '`T a "., Footer Ground „' v Catch Basin's* Final Pool Slab' x Y Condensate Drains t Final.Fence ' x r Wall Rough ;. „,.: HRS final a s Screen Enclosure Ceiling Driveway Roug '� _ �! PLUMBING COMMENTS Driveway Base 4 Telephone,Rough Tin,Cap r ' Telephone Final Roof in Progress - TV, Mop - r J /r ��' Mop in Progress E TV.Final 00 4-02 Final Roof a Cable Rough Ule t—. Shuuers ,_tachrhent Cable Final' F'nal Shutters` x Intercorri Rough, b — CA 0i r•,Is and Guardrails Intercom Final `' ' MECHANICAL mance h-z Alarm Rough` - INSPECTION DATE _ SP Alarm.Final Underground Pipe DOCUMENTS''" Fire Alarm Roug _c,;inu Cert. l z� Fire Alarm Final `."-; Rough Treaty lnt Cert`. :.. �� N� ,��.�, Servi6�Work With • . ( � �.: V t' .�. E' +'ion SurveyF w- " Ventilation Rough. ,Mas Cert; ^' ELECTRICAL COMMENTS Hood Rough � Certificate f- . .-;'J Pressur'elest ° ,rvey Final Hood. rIF 13urvey ' sS " s;x7 ',;" xt ,, Final Ventilation., Truss Certiflcati,` .k '� ,x - » . w ., Final'Pool Heater ' STRUCTURAL COMMENTS ,t ;'' Fin'af Vacuum' '!J/ MECHANICAL COMMENTS INSPECTION', DATE- `� INSP a, r� Final Sprinkler- ~ s ` j ,- Final Alarm ?� s _ Inspection Worksheet Miami Shores Village ° 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-300091 Permit Number: RC-5-16-1208 Inspection Date: March 23, 2018 Permit Type: Residential Construction Inspector: Kendall,Travis Inspection Type: Survey Final Owner: , Work Classification: Alteration Job Address:475 NE 81 Street Miami Shores;FL 33138-3150 Phone Number (786)566-2454 Parcel Number 1132060140142 Project: <NONE> Contractor: CONWELL&ASSOCIATES CONSULTING COMPANY (GC) Phone: (305)962-5673 Building Department Comments KITCHEN, BATHS FLOORING, WINDOWS, PLUMBING Infractio Passed Comments AND ELECTRICAL. INSPECTOR COMMENTS False t Inspector Comments Passed Failed F Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 t Mardi 23, 2018 Page 1 of 1 i E ) D 'AVILA Associates Services, Inc. I - ofessional Land Surveyors,Mappers&Engineers ) f rtificate of Authorization NO,29056&NO.LB7538 Main Line:(305)953-2600 I Fax:(305)953-2603 W W W.DAVILAASSOCIATESSERVICES.COM 1 f + BOUNDARY SURVEY SCALE =1:20 LOCATION SKETCH SCALE =N.T.S. I I I LOT 4 LOT 3 LOT 2 BLOCK 49 BLOCK 49 BLOCK 49 • •• • • • LOT LOT LOT 6LOTS -TA L0T3 LOT 2 LOT1 • • LU • • • P.P. LU a e•s•e• w • DL rp 1 Q • ................ ........ L J. • ALLEY S:2' ....SP.H:....Vtv4T. Lor n LOT 18 TL?Tl� L.T2. LOT 21 LOT 23 LOT 24 LU ..................................x....................'.'.'.'.'........ Z, ••••• v. .......p.hw1�� ..... .a�'. 50.00' (R&MF)': o` ........F.I.RY". •note• • �JOelp 2.5 PARKWAY NO ID NE 91 St STREET • • • • • • •• •••• 5.00' •ea•o• • • • •tx1W ��ti 6'W.F. WOOD O{ ••ease 641 41st••• �� p GATE K hj 0.30' 4141410 e• ••a• • • • .. (0 CD • CLIENT.JAVA HOLDINGS LLC&AVANT PLACE LLC LOT 220PROPERTY ADDRESS:475 NE 91 STREET MIAMI SHORES FL 33138 C.L.F.4' ra BLOCK 49 A CBSS xWALL LL LEGAL DESCRIPTION: �. LOT 22, BLOCK 49,MIAMI SHORES SECTION 2,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10,PAGE 37,OF THE 10.,10.. / 10,40 PUBLIC RECORDS OF MIAMI DADE COUNTY,FLORIDA. 29.50 ELEVATION INFORMATION: THESE ELEVATIONS WERE MEASURED USING SURVEY-GRADE GLOBAL POSITION SYSTEM EQUIPMENT,THAT UTILIZES THE F.D.O.T. FF=9.50' PERMANENT REFERENCE NETWORK AS ITS HIGH ACCURACY REFERENCE NETWORK(H.A.R.N) BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL I L 9 L EMERGENCY MANAGEMENT AGENCY DATED OR REVISED ON 2 09-11-2009 THE HEREIN DESCRIBED PROPERTY/S SITUATED WITHIN 06 h/_' 06 ZONE X BASE FLOOD ELEVATION N/A COMMUNITY 120652 PANEL I LOT 21 o r LOT 23 NUMBER 0302 SUFFIX L EFFECTIVE PANEL,QATE 09-11-2009 BLOCK 49 0) ONE STORY c BLOCK 49 N J RES.#475 U' r- 0 o �y + FF=11.60' �'f �L _)T 9.50 10.45 !METAL 0.35' F LIJ R WOOD 0.15' H 10'05 20.00' o GATE z 4 N w TILE A . w xs o n m o -C +-+ _jja � LO F.I.P y2" C31 w - W/CAP °sem -IJK F.LRy" 105.60' PLS#3086 1.5 O ID � 5' CONC. �WK. 50.00�(R&W) .; �, B.CORN Miami Shores Village 1.s APPROVED RV DATE o c. C:> LA " 10' PARKWAY o ZONING DEPT 3N l(/ o a o - U0 BLDG DEPT SUBJECT TO COMPLIANCE_WITH ALL FEDERAL R>�: ;.;...:�.............. ...... :: :.. w. ..........E ..... STRE T: STATE AND COUNTY OIJI_FS AND RI CIIi.ATInNS .. -...-...-........ ............... ..... `�s 20'.(7 W ........ ........A..:S..P.:H..;.:.:F....tv.t7....:.:::..:RTAL .......... ... ......... .............. .... ............ I ` ) LEGEND&ABBREVIATIONS A-ARC DISTANCE C.U.P.-CONCRETE UTILITYPOLE LME-LAKE MAINTENANCE P.O.T.-POINT OF TANGENCY STv-STORY -OVERHEAD UTILITY LINES A/C AIRCONDITIONERPAD CP.-CONCRETEPOTCH EASEMENT P.O.C-POINTOF SWK.-SIDEWALK =CONCRETE BLOCK WALL(CB.S) D AV I LA AE.-ANCHOREASEMENT CS.-CONCRETESLAB '-MINUTES COMMENCEMENT S.I.P.-SETIRONRPE -K--K--K— �CHAIN LINK FENCE(CLF) &Associates Services, Inc. AR.-ALUMINUMROOF C.W.-CONCRETE WALK (M)-MEASURED DISTANCE ROB,-POINT OFBEGINMNG S.I.R.-SETIRONROO _IRON FENCE IF AS.-ALUMINUMSHEO D.E.-DRAINAGE EASEMENT (Mf)-MEASUREDFIELD PRC-POINTOFREVERSE SP.-SCREENEDPORp1 ('') ' OII Surveyors do Engineers ASPH-ASPHALT0M.E.-DRAINAGE MAINTENANCE M.E.-MAINTENANCE CURVATURE SV.-SEWERVALVEWOOD FENCE(W.F.) CERTIFICATE OF AUTHORIZATION NO.29056 B.C-BLOC(CORNER EASEMENT EASEMENT PWY-PARKWAY SECONDS mELEVATIONS CERTIFICATE OF AUTHORIZATION NO.7538 BLDG-BUILDING DRWY-DRIVEWAY M.H.-MANHOLE P.R.M.-PERMANENTREFERENCE T-TANGEM 14750 NW 77 CT SUITE 204 B.M.-BENCIMARK •-DEGREES NAP.-NOTAPARTOF MONUMENT TWP-TOWNSHIP B.O.B. MIAMI LAKES FL 33016 -BASISOFBEARING ELEV.-ELEVATION NGVD-NATIONAL GEODETIC PLS-PR UTIL-UTILITY PHONE:(305)�5L33 (C)-CALCULATED ENCR.-ENCROACHMENT VERVCALDAIUM SURVEfOR UX-UTILINEASEMENT CONTACT YOUR PROCESSOR CB-GTCHaASIN FH.-FIREHYDRANT N.T.S.-NOTTO SCALE PP.-POWERPOLE UP.-UTILRY— CB.S-CONCRETE BLOC( F.IP.-FOUND IRONRFE KOFNO-NUMBER RUE-PUBLK:UNUTY W.M.-WATER METER .. STRUCTURE FI.R.-FOUNDIRONROD 0/S-OFFSET EASEMENT W.F.-WOOD FENCE � CB.W-CONCRETE BLOCK WALL F.F.E.-FINISHED FLOOR ON-OVERHEAD WP.-WOODPORCH : m CH.-CHORD ELEVATION OHL-OVERHEAD UnUYUNES (R)-RECORD DISTANCE WR.-WOOD ROOF ' CH.B.-CHORD BEARING F.N.D.-FOUND NAIL&DISK OR.B.-OFFICIAL RECORDS BOOK R.R.-RAILROAD WV.-WATER VALVE CHL-CHORD LENGTH FT.-FEET O.VH-OVERHANG RES-RESIDENCE M-MONUMENTUNE CL.-CEM FNIP.-FEDERAL NATIONAL PMT-PAVEMENT R/W-RIGHTOFWAY t-CENTER LINE `ry Ate" C.O.-CLEANOUT INSURANCERKKAAM PL-RANTER RAD.-RADIUS OR RADA. d-DELTA BY: CLF-CHAIN LINK FENCE F.N.-FOUNDNAILL-PROPERTYUNE RGE.-RANGE l-PROPERTYUNE FRANCISCOAAGUIRREP.E.,P.L.S. 0 28-2018 CME CANAL MAINTENANCE IN&EG-INGRESSAND EGRESS P. PCC-POINTGFCOMPOUND ROE.-RGOF OVERHANG a ) EASEMENT EASEMENT CURVATURE EASEMENT CONC-CONCRETE L.P.-LIGHT POLE PC.-POINTOFCURVATURE SEC-SECTION - LFE.-LOWESTFLOOR ELEVATION LEGAL LEGAL NOTES ACCOMPANY SUM: OF SURVEY• PROFESSIONAL LAND SURVEYORNO.:33.54 STATEOFaoRIDA •THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOTSHOWN ON THIS SURVEY. (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THEATTESUNG •EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS.IF ANY, LAND SURVEYOR). D r[p/�M WN B NH AFFECTING THE PROPERTY. I •THIS SURVEY IS SUBJECT TO DEDICATIONS,LIMITATIONS,RESTRICTIONS,RESERVATIONS OR EASEMENTS OF RECORD. SURVEYOR'S CERTIFICATION: LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARYCOULD EANS A DRAWING ANDI OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE I HEREBY CERTIFY TO: FIELD,COULD BE ORA A SHOWN SCALE ANMR NOT TO SCALE. .EASEMENTS ASSHOWN ARE PER PLAT BOOK.UNLESSDEPICTED OTHERWISE, THAT THE ATTACHED BOUNDARY-SURVEY OF THE ABOVE DESCRIBED _ - •THE TERM'ENCROACHMENPMEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. PROPERTY,IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE CHECKED BY: R.A.-S ARCHITECTS SHALL VERIFY ZONINGREGUATIONS.RESTRICTIONS,SETBACKS AND WILL BE RESPONSIBLE FOR SUBMITTING .PLOT PLANS WITH CORRECT INFORMA TION FOR'APPROVAL FOR A UTHIORIZA TION'TO THE PROPER AUTHORITIES IN NEW AND BELIEF, AS RECENTLY SURVEYED AND PLOTTED UNDER MY CONSTRUCTION. RESPONSIBLE DIRECTION, AND THAT THERE ARE NO ABOVEGROUND SCALE: 1 2O` UNLESS OTHERWISE NOTED,THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AAMR FOUNDATIONS. .FENCEOWNERSHIPNOTDETERMI NE11 ENCROACHMENTS UNLESS SHOWN THEREON.I FURTHER CERTIFY THIS •THIS PLAN OF SURVEY,HAS BEENPREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON THE CERTIFICATE SURVEY MEETS THE STAN DARDS-OF-PRACTICE FOR BOUNDARY-SURVEYS, •DOES NOT EMEND TO ANY UNNAMED PARTY. FIELD DATE. 02-28-2018 ELEVATION DATUM USEDNGVD 1929 PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND ADOPTED IN SURVEYOR'S NOTES: CHAPTER 5J-17.050,FLORIDA ADMINISTRATIVE CODE.EFFECTIVE DATE (.CERTIFICATE OF AUTHORIZATION LS I753I.NOT VALID IM THOLIT AN AUTHENTICATED ELECTRONIC SIGNATUREAND JOB NO: 18-0261395AUTHHENTICATEDELECTRONIC SEAL. JANUARY 1, 2010; AS AMENDED FEBRUARY 23,2005. I WE-NOTBE RESPoNSIBLEFORANYMTANCEANGLFORELEYATKJN KEFROMTHISdU—F-ANYPUPPo3EOFCESIG1OR cucuunoNs. SHEET.' 1 OF 1 � I - 4 ' F Permit No. RC-5-16-1208 Miami Shores Village • Permit Type:Residential Construction �,. 10050 N.E.2nd ANE venue l Work Classification:Alteration Miami Shores,FL 33138-0000 Permit Status:APPLIED Phone: (305)795-2204 F�oRroA Expiration:Issue Date:$13112016 Ex p� � Project Address Parcel Number Applicant 475 NE 91 Street 1132060140142 Miami Shores, FL 33138-3150 Block: Lot: AVANT PLACE , LLC Owner Information Address Phone Cell AVANT PLACE , LLC 7845 W 2 Court (786)566-2454 HIALEAH FL 33014- 7845 W 2 Court HIALEAH FL 33014- i. Contractor(s) Phone Cell Phone $ 84,000.00 ' CONWELL&ASSOCIATES CONSULT (305)962-5673 (305)926-5673 Valuation: ... ..... . ... .... _.__. Total Sq Feet: 1870 + s Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Fill Cells Columns Date Denied: Final PE Certification Type Iof Construction:KITCHEN,BATHS FLOORING,WIN! Occupancy:Single Family Window Door Attachment Stories: Exterior: Framing Front Setback: Rear Setback: Insulation Left Setback: Right Setback: Drywall Screw Bedrooms: Bathrooms: Window and Door Buck Plans Submitted:Yes Certificate Status: Review Planning Certificate Date: Additional Info: Review Mechanical Review Electrical BondReturn: Classification:Residential Review Electrical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Electrical Bond Type-Owners Bond $500.00 Review Plumbing CCF $50.40 Invoice# RC-5-16-59648 Review Plumbing CO/CC Fee $50.00 05/04/2016 Check#: 1286 $50.00 $3,487.00 Review Plumbing DBPR Fee $37.80 08/31/2016 Credit Card $3,487.00 $0.00 Review Mechanical DCA_Fee $37.80 Bond#:3203 Review Mechanical Education Surcharge $16.80 Review Building Notary Fee $5.00 Review Building u Permit Fee $2,520.00 Review Building Plan Review Fee(Engineer) $120.00 Review Building r-� Plan Review Fee(Engineer) $120.00 Review Structural Scarir%Fee $12.00 Review Structural Technology Fee $67.20 Total:, $3,537.00 fiC In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself,my agent,servants,or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS LAFFIDAVIT: 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 i g. Futhermore, I authorize the above-named contractor to do the work stated. August 31, 2016 ` Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 31, 2016 1 1 �� CF Miami Shores Village MAY 0 '2016 Buildin Department BY: g p (Y 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 ` INSPECTION LINE PHONE NUMBER:(305)762-4949 J FBC 20 BUILDING Master Permit No. ( U PERMIT APPLICATION Sub Permit No. K?UILDING 'ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION F-1 RENEWAL • 1 �LUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 4-7 JOB ADDRESS: �----� City: Miami Shores . County:- Miami Dade Folio/Parcel#: .: ..° f is the Building Historically Des,gnated:,Yesa NO Occupancy Type: ..Load: Construction Type: Flood Zone: BFE;• FFE: OWNER:Name(Fee Simple Titleholder): `TT V1 PLA Phone#:76 ��lor Address:! City: — — State: _ Zip: �C_J L Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: � Phone#: / Address: 11-7-7( . ( • City: � � Sttaatte::�. t� �n Zip: Qlifier Na e: State Certification or Registration#: r) / S�V�, Certificate of Competency#: ) DESIGNER:Architect/Engineer: Phone#: Address: ` City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition L" Alteration ❑ New �a air/Re lace ❑ Demolitio n Description of Work: � �c �Y /' S �, a ��C L✓f,<JO OWS k Specify color of color thrultile: "a Submittal Fee$ 0 :L1LJ +� Permit Fee$`OC4 �0" CCF$ 50 (40 CO/CC$ Scanning Fee$ Radon Fee$ _4 DBPR$ • ' Notary$ Technology Fee$ 05Ld Training/Education Fee$f 6• CJO Double Fee$ Structural Reviews$ Bond$ �J4^U ' TOTAL FEE NOW DUE$ �`{� �' Q (Revised02/24/2014) L [, ^1 -T Bonding Company's Name,(if applicable) - — r.. .: j" r Bonding Company's Address' "' City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address r City State- Zip J 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. , t "WARNING TO OWNER: YOURAFAILURE 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 constructidn lien law brochure will be delivered to the person - - — whose-property-is-subject-to-attachment.A-Iso;a-certified-copy-of-therecorded-notice-of commencememt-must-b�poste�dC the job-yif -- 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 appa. 7 fee will be charged. ,. r Signature Signatu CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of /"1 20 OGby 4-day of /�C 20 f by ILIA 1Vh�CP. who is personally known to Gm-,A F ,, who' ersonally known o me or who has produced V4 W� LOT-wnfF me or who has produced as identificatlon,and who did take an oath. identification.and'who did take an oath. NOTARY PUBLIC: ,NOTARY PUBLIC: Sign: _ y Sign: Print: �gp rbl Print: Seal. L t,� °�gNotary Public State of Florida Seal. a ie5india Alvarez My Comrrissiori FF 156750 ?F COMMISSION/FI:209081 F`o� Exp res 09!03!2019 K EXPIRES:Manch 14,2019 � % "•. x WWW.AARONNOTARY.COM Z., (C:: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CONWELL &ASSOCIATES 11771 SW 137 Place Miami, FL 33186 Tel: 305-926-5673 Fax: 305-385-7827 May 4, 2016 Miami, Florida Dade County Before me this day appeared Kenneth F Conwell who, being duly sworn, deposes and says: That he will be the only person working on the project located at 475 NE 91st St Miami Shores, Florida. Sworn to(or Affirmed) and subscribed before me this 4th day of May 2016, by: 4nneth Conwell/Conwell &Associates 'V/Personally Know ie Jones xE CMISSI N r F~ro I 19 WWW.AARONN TARY..COM Notary J �SHoREs D� s�' � ► Miami Shores Village loom Building Department 10050 N.E.2nd Avenue �LORIDp` Miami Shores, Florida 33138 Tel: (305) 795.2204 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; r 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: k 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 and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Nitfi wner State of Florida County of Miami-Dade The foregoing was acknowledge before me this 0 11' day of ,20A. By 71�1_ QAJCST 1p, who is personally known to me or has produced as identification. Notary: a SEAL: r"fie Noiary Pi.n'iic 5'ate of Florida S;,;tiia Alvarez a My commission FF 156750 Expires 09!03l20�8 h Property Search Application - Miami-Dade County Page 1 of 1 i0ffluE OF THE PROPERTY APPRAISERSummary Report Generated On:5/4/2016 Property Information k `y Folio: 11-3206-014-0142 75 NE 91 S Property Address: f,.1� Miami,Shores-FL 33138-3150 Owner 1116-J-D-&-M A JEAN LOUIS&Y PLUVIOS &Y J J M&J PIERRE-LOUIS l 11524 AVE BOSSUET Mailing Address MONTREAL NORD QUEBEC H1G 4G9,CANADA Primary Zone 1100 SGL FAMILY-2301-2500 SQ f i 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths I Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,244 Sq.Ft Living Area 1,920 Sq.Ft Taxable Value Information Adjusted Area 1,912 Sq.Ft 2015 2014 2013 Lot Size 6,350 Sq.Ft County Year Built 1966 Exemption Value $0 $0 $0 Taxable Value $288,783 $267,278 $253,297 Assessment Information School Board Year -2015 2014 2013 Exemption Value $0 $0 $0 Land Value $152,227 $133,136 $118,064 Taxable Value $288,783 _ $267,278 $253,297 Building Value $135,596 $133,170 $134,249 City XF Value $960 $972 $984 Exemption Value $0 $0 $0 Market Value $288,783 $267,278 $253,297 Taxable Value $288,783 $267,278 $253,297 Assessed Value 1 $288,783 $267,2781 $253,297 Regional Exemption Value $0 $0 $0 Benefits Information �� Taxable Value $288,783 $267,278 $253,297 Benefit Type 2015 2014 2013 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sales Information School Board,City,Regional). Previous OR Book- Sale Price Pae Qualification Description 9 Short Legal Description 01/01/1998 $0 17969- Sales which are disqualified as a result of MIAMI SHORES SEC 2 PB 10-37 1368 examination of the deed LOT 22 BLK 49 LOT SIZE 50.000 X 127 12/01/1996 $0 00000- Sales which are disqualified as a result of 00000 examination of the deed OR 17969-1368 0198 4 --.- —-- - 01/01/1992 $85,000 15339- Sales which are qualified 2221 03/01/1991 $0 00000- Sales which are disqualified as a result of 00000 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/4/2016 Miami-Dade Official Records - Print Document Page 1 of 2 CFN:20160231670 BOOK 30044 PAGE 3013 DATE:04/20/2016 11:17:26 AM DEED DOC 2,250.00 HARVEY RUVIN,CLERK OF COURT,MIA-DADE CTY THIS INSTRUMENT PREPARED BY AND RETURN TO: Melinda Reyes Title Guaranty of South Florida Inc. 4430 Weston Road Davie,FL 33331 Property Appraisers Parcel Identification(Folio)Number: 11-3206-014-0142 The actual purchase price or other valuable consideration paid for the real property or interest conveyed by this instrument is$375,000.00 Florida Documentary Stamps in the amount of$2,250.00 have been paid hereon. Space above This Line for Recording Data THIS WARRANTY DEED,made the A4—day of April,2016 by,Joseph Duret Jean-Louis, Yoseline Pluviose,Yves Josnel Pierre-Louis,Jose Myrtho Pierre-Louis,Josnel Pierre-Louis,Claire-Lise Jean-Louis, Rome]Jean-Louis and Serge Jean-Louis, whose post o ce�addresss s-SEE-P.OS.T,ED BELOW herein called the grantor,to JAVA HOLDINGS LLC,a Florida limited company an AVd ANT-PLACE,LLC,'Florida limited liability company,whose post office address is 7845 W 2ND COURT,BAY 3,HIALEAH',33014,hereinafter called the Grantee: (Wherever used herein the terms"grantor"and grantee"include all the parties to this instrument and the heirs,legal representatives and assigns of individuals,and the successors and assigns of corporations) W I T N E S S E T H:That the grantor,for and in consideration of the sum of TEN AND 00/100'S($10.00)Dollars and other valuable considerations,receipt whereof is hereby acknowledged,hereby grants,bargains,sells,aliens,remises,releases,conveys and confirms unto the grantee all that certain land situate in MIAMI-DADE County,State of Florida,viz.: Lot 22,Block 49,Miami Shores Section Two,according to the Plat thereof,recorded in Plat Book 10,Page(s)37,of the Public Records of Miami-Dade County,Florida. GRANTORS WARRANTS THAT AT THE TIME OF THIS CONVEYANCE,THE SUBJECT PROPERTY WAS NOT THE GRANTORS HOMESTEAD WITHIN THE MEANING SET FORTH IN THE CONSTITUTION OF THE STATE OF FLORIDA,NOR IS IT CONTIGUOUS TO OR PART OF HOMESTEAD PROPERTY.GRANTORS RESIDENCES AND HOMESTEAD ADDRESES ARE: JOSEPH DURET JEAN-LOUIS:11524 Ave Bossuet,Montreal-Nord,Qc Canada H1G 4G9 YOSELINE PLUVIOSE:9169 S.Damen Ave,Chicago,1160643-6009 YVES JOSNEL PIERRE-LOUIS:69 De La Terrasse Eardley,Gatineau,Qc,Canada H9H 6135 JOSE MYRTHO PIERRE-LOUIS:12840 Rue De Montigny,Apt 6,Pointes-Aux Trembles,Qc,Canada H1A 4S9 JOSNEL PIERRE-LOUIS:11524-A Ave Bossuet,Montreal-Nord,Qc Canada H1G 4G9 CLAIRE-LIS? JEAN—LOUIS:354 Arthur-Quesnel,Gatineau,Qc,Canada J9H 7V1 ROMEL JEAN-LOUIS:11930 C Boul.Rodolphe Forget,Montreal,Quebec,Canada HIE 4Y1 SERGE JEAN-LOUIS:352 W South Orange Ave,South Orange,New Jersey 07079 Subject to easements,restrictions and reservations of record and taxes for the year 2016 and thereafter. TOGETHER,with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD,the same in fee simple forever. AND,the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land,and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances,except taxes accruing subsequent to December 31,2015. IN WITNESS WHEREOF,the said grantor has signed and sealed these presents the day and year first above written. File No:16-0139 https://www2.miami-dadeclerk.com/public-records/PrintDocument.aspx?Q S=MwKnucJT67... 5/4/2016 1 Miami-Dade Official Records - Print Document Page 2 of 2 r , CFN:20160231670 BOOK 30044 PAGE 3014 2nd page of Deed Signe se ed delivered in the presence of: ek� Lo�rJ itn s# ign ture Joseph uret9ean-lws By:Serge Jean-Louis,as his attorney in fact ess j.. " me 1'tSe /l9B �(,�41zesa 6 Yoselin luviose W' ess gna By:Serge Jean-Louis,as her attorney in fact Xr/,ps -0,5,9"e,A09�RPh7v:.I Witness2P ed e'l -1� 'ye ao h V6 �a Yves Josr16I Pierre-Louis By:Serge as er a orney n Jean-Louis fact �- se y�r�'n �iP ho �o611s �y tiT�" t'©# Jose MXAho Pierre-Louis By:Serge Jean-Louis,as his attorney in fact �A:5 Pe P.Sd P Ca I�,S 1y d2.3 _p 0'fw loal1 0 Josnel rre-Louis By:Serge Jean-Louiias his attorney in fact ,te ya Claire-Lis ean- , uis B •Serge Jean- outs as his a orne in fact Romel J -Louis By:Serge Jean-Louis,as his attorney in fact Serge Je -Lo s STATE OF FLORIDA COUNTY OF BROWARD The foregoing instrument was acknowledged before me this ay of April,2016 by Joseph Duret Jean-Louis, by Serge Jean-Louis,as his attorney in fact; Yoseline Pluviose, y Serge Jean-Louis,as her attorney in fact, Yves Josnel Pierre-Louis,by Serge Jean-Louis,as her attorney in fact, Jose Myrtho Pierre-Louis,by Serge Jean-Louis,as his attorney in fact, Josnel Pierre-Louis,by Serge Jean-Louis,as his attorney in fact, Claire-Lise Jean-Louis,by Serge Jean-Louis,as his attorney in fact,Romel Jean-Louis,by Serge Jean-Louis,as his attorney in fact, Serge Jean- L uis,by Ser e J an- ou�ts�,.�a��j his attorney in fact who are pe sonally known me or has produced <`L\& � /) `as identification. SEAL a�"Y•`0g c MIEUNDA REYES No ubli # *MY COMMISSION M EE 222771 EXPIRES:August 27,2016 CM-101 Bonded Thru Budget Motmy Seri 0 Printed Notary Nam Fe My Commission Expires: File No:1 6-0139 https://www2.miami-dadeclerk.com/public-records/PrintDocument.aspx?QS=MwKnucJT67... 5/4/2016 Detail by Entity Name Page 1 of 2 i 1r Detail by Entity Name Florida Limited Liability Company AViQNT PLACE , LLC Filing Information Document Number L09000116376 FEI/EIN Number 27-1436411 Date Filed 12/08/2009 State FL Status ACTIVE Principal Address 7845 W 2ND COURT #3 HIALEAH, FL 33014 Changed: 04/29/2016 Mailing Address 7845 W 2ND COURT #3 HIALEAH, FL 33014 Changed: 04/29/2016 Registered Agent Name &Address JO`ES EARNEST 7845 W 2IgD COURT #3 HIALEAH, FL 33014 Address Changed: 04/29/2016 Authorized Person(s) Detail Name &Address Title MGRM JONES, EARNEST 7845 W 2ND COURT#3 HIALEAH, FL 33014 ' Annual Reports http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 5/4/2016 Roger Chavania.P.E, Project Titi& ~ - Consulting Structural Engineer Engineer: Project ID: � *�~�� 780TomiamiCanal Rd. Project Desc Mium'tF!-J3144 3O5-,' e+e23��zv� File EMRCHIVE00CUME-PENERCA-Z Description WINDPRESSURES FOR WINDOWS AND DOORS FOR AVANT PLACE1,LLC RESIDENCE AT 475 N.E.91th.ST.ITIVII S�ORES,FL.33138 Analytical Values _ c�uu�u",upe? A5oET,1u ' v-Basic Wind Speed per Sect 2&5�A,BmC 1nsasOmph . Roof mne:RumRatio 312 Occupancy per Table 1.5-1 x All Buildings and other structures except Exposure Category per 2O.7 Exposure ! MRH:Mean Roof Height 13.0 ft Lambda:per Figure zK0-1.Page 305 1.21 � Effective Wind Area ofComponent&Cladding 10.0ftA 2 Roof pitch for cladding pressure omrdegrees ' User specified minimum design pressure 10.0nsf ,Topographic Factor Kzt per 26.8 1.00 L*o:Least Horizontal Dimension 13.0 ft .a~max(0.[w~LHD.5.min(01O`L*o.O.4^mnH)) 3.00 ft max(o.0*^L*o.3.mm(n.1o~L*o.O4^MRH)} Design Wind Pressures _ _ ^ _ _ WinirnumAcidKionalLoad�amper 284.46PSI' onenh�,e�ca|�anp Horizontal Pressures . ` Zone: A ~ /wzw`pm Zone: C ~ 29.52 pd Zone:. o ~ '14.68 psf Zone: o ~ 'm.no m: Vertical Pressures... Zone: s ~ 42.38 psf Zone: 8 ~ - -29.52 psf Zone: F ~ �7.69 pd zone: H ~ -2110 psf Overhangs . Zone: Eoh = �9.41 md Zone: Goh = -4647 mJ Component&Cladding Design Wind Pres Sukes _ Design Wind Pressure~Lambda`xzt~Pxm per s9385-1 Roof Zone 1Positive 16.280 m: ` Winim%un,AddiUonaiLoadCase pe, 23A.4^�0p�SF Negative: -40�075 pg cwon�evon�n|��- ~ Roof Zone 2 Positive 16.280mJ Negative: -6/217 pm Roof Zone 3Positive 16,280mx ' Negative 401121 psf ^ ' �"/uDuu�� waoZone 4: Positive , ",- ' mogau�� /, ^� Wall- o °° � � �- �� ' / —° ° pu�*, o 612 psf - ° ° 00 C HA 0°0°°JZvmoveo?IT?4o2: ° ° -61.468 psf 4Z. ~° Roof mmmaegZone o: %%°: '101.2 °�°°°° °°°° °° °° ~~~__ ° ° ° °°°° ° ° °°°°° °°°° . ° ° ° ° ° ° °°°° °°°° °°°°°° ° ° STAT ° °°°°°° °°°°°° ° °° ° ° ° ° ° °°°°°° °°°°°°° ° ° . °° 09 °°°° . / Roger Chavarria.P.E. Project Title: Consulting Structural Engineer Engineer: e•_ Project ID: 780 Tamiami Canal Rd. Project Descr: Miami,FL.33144 305-K9-3874 Email:restructure@aol.com ASCE 7-10 Wind Forces Chpt 28 ,Pt2 & Chpt 30 Pt2 File-E83-201 VEIDOCJIdE-PENERC,6.3 s ENERCALC.INC.1993-2016,Build 615 6.7,Ver 616 6.30 Description: WINDPRESSURES FOR WINDOWS AND DOORS FOR AVANT PLACE,LLC RESIDENCE AT 475 N.E.91th.ST.MIAMI SHORES,FL.33138 Analytical Values ` ' o i e SERE 7 > ' V:Basic Wind Speed per Sect 26.5-1 A,B or C 135.550 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed as Category I,III,and IV Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 13.0 ft Lambda:per Figure 28.6-1,Page 305 1.21 Effective Wind Area of Component&Cladding 11.0 ft^2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 26.8 1.00 LHD:Least Horizontal Dimension 13.0 ft a=max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) 3.00 ft max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) Design Wind Pressuresi ` 'ti:inl1�'3��.r1(+:Jll".:'1n:Ni Li)ai:t.GSE fel Li'j-4 n G' l�:f. Horizontal Pressures. .. Zone: A = 44.34 psf Zone: C = 29.52 psf Zone: B = -14.69 psf Zone: D = -10.00 psf Vertical Pressures... Zone: E = -42.39 psf Zone: G = -29.52 psf Zone: F = -27.69 psf Zone: H = -21.16 psf Overhangs... R Zone: Eoh = -59.41 psf Zone: Goh = -46.47 psf Component&Cladding Design Wind Pressures Design Wind Pressure=Lambda*Kzt*Ps30 per Eq 30.5-1 Roof Zone 1 : Positive: 16.176 psf 'Vkn.mum Adu`io tal L(Dad rase Per-8.F,4 Negative: -39.971 psf oil entire Roof Zone 2: Positive: 16.176 psf i Negative: -66.503 psf Roof Zone 3: Positive: 16.176 psf Negative: 99.389 psf Aft,) nl Wall Zone 4: Positive: 39.892 psf 7 I D ,o�x t7 Negative: -43.246 psf Wall Zene6*•• Positive: 39.892 psf ••••• •••• :Nagat vQ: -53.252 psf •••••• Roof Overhang zone 2: • • X57.595 psf I • Roof Over'hang Zone 3: •••••• -92.988 psf •••••• •••• •• •• ••••• •••• •••••• • • •••• •••• • • Roger Chavarria,P.E. Project Title: Consulting Structural Engineer Engineer: Project ID: 780 Tamiaml Canal Rd. Project Descr. 7 tv1iar7ii,FL.33144 305,229-3874 Email:restructure@aol.com ASCE 7-10 Wind Forc&s.Chpt 28, Pt2 $ Chpt 30Pt2 File=EaARCHIVEIDOCUME-flENERCA-0 ENERCALC,INC..1983-2016,Build:6.16.6.7.Vec6.16.6.30 Description: WINDPRESSURES FOR WINDOWS AND DOORS FOR AVANT PLACE,LLC RESIDENCE AT 475 N.E.91th.ST.MIAMI SHORES,FL.33138 Analytical Values + Ise p ScF.7-1 , V:Basic Wind Speed per Sect 26.5-1 A,B or C 135.550 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 it All Buildings and other structures except those listed as Category I,III,and IV Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 13.0 ft Lambda:per Figure 28.6-1,Page 305 1.21 `Effective Wind Area of Component&Cladding 13.0 ftA2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 26.8 1.00 LHD:Least Horizontal Dimension 13.0 ft a=max(0.04"LHD,3,min(0.10 t LHD,0.4'MRH)) 3.00 ft max(0.04'LHD,3,min(0.10*LHD,0.4`MRH)) Design Wind Pressures - - - `v1inkm rr Additiona!Load"'ase per 2.8.4.4= 1 L Y'S r,entire ve- ca, a n Horizontal Pressures... Zone: A = 44.34 psf Zone: C = 29.52 psf Zone: B = -14.69 psf Zone: D = -10.00 psf Vertical Pressures... Zone: E = 42.39 psf Zone: G = -29.52 psf Zone: F = -27.69 psf Zone: H = -21.16 psf Overhangs.. . Zone: Eoh = -59.41 psf Zone: Goh = -46.47 psf Component&Cladding Design Wind Pressures Design Wind Pressure=Lambda.'Kzt'Ps30 per Eq 30.5-1 Roof Zone 1 . Positive: 15.969 psf f lin;T,u;;,AC�ii;Gi' pad Case per 28a+.µ.= PSI Negative: -39.764 psf 011 enure ve.,71ical pane Roof Zone 2: Positive: 15.969 psf Negative: -65.075 psf Roof Zone 3: Positive: 15.969 psf Negative: 95.926 sf a{ 1 Wall Zone 4: Positive: 39.526 ps Cr�dfi 1 Negative: -42.894 ps Wall Zone 5!• Positive: 39.526 psf 0 6g p t tf. Jiv 13 52 • • 096* •Ne etive: -52.531 sf t 9900.. •••••• Roof MIM"lone 2: • • -57.388 psf •6 Roof Overt ang Zone 3: ;.;••; -88.901 psf 9.006. 0000 •• .• 06.0• 60.0 0006.0 0.060' •660 0000 • • 60.0 0000 6006.0 • • • 066.0• • 060000 • 00 0.00.0 0.0600 06.0 0 0 00.0 { Roger Chavarria,P.E. Project Title: Consulting Structural Engineer Engineer: Project ID: 780 TamQiami Canal Rd. Project Descr: T /T blia'fni,FL.33144 305-229-3874 Email:restructure@aol.com 23. File=E:ARCHIVEID000ME-11ENERCA-Z ASCE 7-14 Wind.Forces Chpt 28; Pt2 & Chpt 30; Pt2 ENERCALC,INC:1983-2016,Build 6.16.6.7,Ver.6.16.6.30 F Description: WINDPRESSURES FOR WINDOWS AND DOORS FOR AVANT PLACE,LLC RESIDENCE AT 475 N.E.91th.ST.MIAMI SHORES,FL.33138 Analytical Values . ASI_7-1110 V:Basic Wind Speed per Sect 26.5-1 A,B or C 135.550 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 11 All Buildings and other structures except those listed as Category I,III,and IV Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 13.0 It Lambda:per Figure 28.6-1,Page 305 1.21 Effective Wind Area of Component&Cladding 25.0 ft^2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf opographic Factor Kzt per 26.8 1.00 LHD:Least Horizontal Dimension 13.0 ft a=max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) 3.00 ft max(0.04`LHD,3,min(0.10*LHD,0.4*MRH)) Design Wind Pressures Mlj�.1 „fl, -,r:d 1ona;1_ouu Vase_ per 28.4.4 16`5F J:t.;,tire �7,�a":plane Horizontal Pressures.. . Zone: A = 44.34 psf Zone: C = 29.52 psf Zone: B = -14.69 psf Zone: D = -10.00 psf Vertical Pressures. .. Zone: E = -42.39 psf Zone: G = -29.52 psf Zone: F = -27.69 psf Zone: H = -21.16 psf Overhangs.. . Zone: Eoh = -59.41 psf Zone: Goh = -46.47 psf Component&Cladding Design.Wind Pressures Design Wind Pressure=Lambda*Kzt*Ps30 per Eq 30.5-1 Roof Zone 1. Positive: 15.032sf n d;t; p I1-,n'fi;.in;?=d::,:C^.,,_ccd Case Nom'28 yo-.-.- :,,P:',"- Negative: _- Negative: -38.815 psf :.�:a; n a on rti s v e:., .pame Roof Zone 2: Positive: 15.032 psf Negative: -58.492 psf Roof Zone 3: Positive: 15.032 psf Negative: -79.972 psf Wall Zone 4: Positive: 37.850 psf` Negative: 41.264 psf;: Wall ZDne.-911.•• Positive: 37.850 psf ••••; •••• :Ne .ge%e: 49.207 psf ...••• Roof O4Riart;one 2:• • -56.440 psf •• Roof Oveiihang Zone 3:;•;••; -70.094 psf • ••••• •••• •••••• ••••• •••• •••• • • • • • •••• •••• • •••••• • •• •••••• •••••• •••• • • Roger Chavarria.P.E. Project Title: g Cansuitiiig Structural Engineer Engineer: Project ID:Project Descr: .S ? 780 Tamiami Canal Rd, ! Miami,FL.33144 305-229-3874 Email:restructure@aol.com -- - File=E:VaRCHfVE'D0r'UME-11ENERCA-21 ASCE 7-10 Wind Forces.Chpt 28, Pt2 &Chpt 30,.Pt2 ENERCALC;INC.1983-2016,Budd6 i66.7,Ver6. 66.30 Description: WINDPRESSURES FOR WINDOWS AND DOORS FOR AVANT PLACE,LLC RESIDENCE AT 475 N.E.91th.ST,MIAMI SHORES,FL.33138 Analytical Values �f" per V:Basic Wind Speed per Sect 26.5-1 A,B or C 135.550 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 it All Buildings and other structures except those listed as Category I,III,and IV Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 13.0 ft Lambda:per Figure 28.6-1,Page 305 1.21 Effective Wind Area of Component&Cladding 20.0 ft^2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 26.8 1.00 LHD:Least Horizontal Dimension 13.0 ft a=max(0.04`LHD,3,min(0.10LHD,0.4'MRH)) 3.00 It max(0.04'LHD,3,min(0.10'LHD,0.4'MRH)) Design Wind Pressures Press .. n - _.._. _... _ tie'`,Is'�"1 �,�;�ItiU ia�L>::�.�:.'�.Case per L`i7-.,.' ., �.1 ��I:. -f, �-,.a,e Horizontal Pressures... Zone: A = 44.34 psf Zone: C = 29.52 psi Zone: B = -14.69 psf Zone: D = -10.00 psf Vertical Pressures. . Zone: E _ -42.39 psf Zone: G = -29.52 psf Zone: F = -27.69 psf Zone: H = -21.16 psf Overhangs... Zone:' Eoh = -59.41 psf Zone: Goh = 46.47 psf Component&Cladding Design Wind,Pressures Design Wind Pressure=Lambda'Kzt`Ps30 per Eq 30.5-1 Roof Zone 1 : Positive: 15.245 psf ;,i;;m,n1 r,L ;tiv;,.a vad Cas:. ,e`28.4.4 i o Negative: -39.039 psf en6e tierrna Roof Zone 2: Positive: 15.245 psf Negative: -60.078 psf y Roof Zone 3: Positive: 15.245 psf "may Z Negative: -83.806 psf Wall Zone 4: Positive: 38.24]psf Negative: -41.66f (Zo Wall Zon6 5•w Positive: 38.246 psf i••••i Goo* t�e!atiYe: -50.009 psf •••••• Roof M',11aTi jZone 2:• • -56.664 psf •• Roof Overhang Zone 3 •:••: -74.597 psf • • w ••••• •••• •••••• ••••• •••• •••• • • • • • • •••• •••• Goo • •••••• • w• •••••• • • •• • •• •••••• •••• • • • • R-)ger Chavarria.P.E. Project Title: _ye Project ID. Consulting Structural Engineer Engineer: / Project Descr: %80 Tamiami Canal Rd. Miami,FL.33144 305-229-3874 Email.restructure@aol.com ._ - __.. _ . File=E:WRCHIVE�D000ME-!�ENERCA-21 - ASCE 7-10 Wind Forces'Chpt 28, PQ &.Cihpt 30,Pt2 ENERCALC,INC.1983-2016,Budd 6.16.6.7.Ver 6.16.6.30 Description: WINDPRESSURES FOR WINDOWS ANC DOORS FOR AVANT PLACE,LLC RESIDENCE AT 475 N.E.91th.ST,MIAMI SHORES,FL.33138 Analytical Values _ _ utr Etc,r ,;; ,wc 7-1 V:Basic Wind Speed per Sect 26.5-1 A,B or C 135.550 mph Roof Rise.Run Ratio 3:12 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed as Category 1,111,and IV Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 13.0 ft Lambda:per Figure 28.6-1,Page 305 1.21 Effective Wind Area of Component&Cladding 28.50 ft^2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 26.8 1.00 LHD:Least Horizontal Dimension 13.0 ft a=max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) 3.00 ft max(0.04*LHD,3,min(0.10*LHD,0.4*MRH)) Design Wind Pressures " m�ddi cnal L ca(l Case p r 28.4.4 0=S1 raj r - - Horizontal Pressures... Zone: A = 44.34 psf Zone: C = 29.52 psf Zone: B = -14.69 psf Zone: D = -10.00 psf Vertical Pressures. . . Zone: E = -42.39 psf Zone: G = -29.52 psf Zone: F = -27.69 psf Zone: H = -21.16 psf Overhangs.. . Zone: Eoh = -59.41 psf Zone: Goh = 46.47 psf Component&Cladding Design Wind Pressures Design Wind Pressure=Lambda*Kzt*Ps30 per Eq 30.5-1 Roof Zone 1 . Positive: 14.883 psf PIM innrun ,ddi°c;al Loud`✓ase per 28A. - Tc P Negative: -38.659 psf on;int; v -,;,cavc-,;,capl;ar.e i Roof Zone 2: Positive: 14.883 psf Negative: -57.382 psf Roof Zone 3: Positive: 14.883 psf Negative: -77.289 psf Wall Zone 4: Positive: 37.572 psf, f s Negative: $[40.987 psf Walkoae 5:• Positive: 37.572 psf i••••i •••• i V"4ve: -48.646 psf •••••• -56.283 sf • :*900 Roof 8verhaag Zone 2# • p •• Roof Oderhang Zone 3•e••e -66.941 psf •••••• •••• •• •• ••••• •••• •••••• ••••• •••• •••• • • • 0• • •• Roger Chavarria.P.E. Project Title: Engineer: Project ID: Consulting Structural Engineer 780 Tamiami Canal Rd. Project Descr. '�17 vliami,FL.33144 305-229-3874 Email:restructure@aol.com - � File=E:IARCHIVEIDOCUME 11ENERCA-21 ASCE 7-10 Wind Forces Chpt 28, Pt2& Chpt,30, Pt2 ENERCALC,INC'1983-2016,Buil&06.67,Ver616.6.30 Description WINDPRESSURES FOR WINDOWS AND DOORS FOR AVANT PLACE,LLC RESIDENCE AT 475 N.E.91th.ST.MIAMI SHORES,FL.33138 Analytical Values _ V:Basic Wind Speed per Sect 26.5-1 A,B or C 135.550 mph Roof Rise:Run Ratio 3:12 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed as Category I,III,and IV Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 13.0 ft Lambda:per Figure 28.6-1,Page 305 1.21 Effective Wind Area of Component&Cladding 48.0 ft^2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 26.8 1.00 LHD:Least Horizontal Dimension 13.0 ft a=max(0.04'LHD,3,min(0.10"LHD,0.4"MRH)) 3.00 ft max(0.04'LHD,3,min(0.10"LHD,0.4"MRH)) Design Wind Pressures ;,.:., : ,.uitiona1 UGS.,,,,,r 28.4.4 i . Horizontal Pressures... Zone: A = 44.34 psf Zone: C = 29.52 psf Zone: B = -14.69 psf Zone: D = -10.00 psf Vertical Pressures... Zone: E = 42.39 psf Zone: G = -29.52 psf Zone: F = -27.69 psf Zone: H = -21.16 psf Overhangs.. . Zone: Eoh = -59.41 psf Zone: Goh = -46.47 psf Component&Cladding Design Wind Pressures. , Design Wind Pressure=Lambda"Kzt"Ps30 per Eq 30.5-1 Roof Zone 1: Positive: 14.053 psf Mirr,mun,Additionai Lead Case per 28.4.4=.v PSF Negative: -37.785 psf on entire verftal e Roof Zone 2: Positive: 14.053 psf Negative: -51.195 psf Roof Zone 3: Positive: 14.053 psf Negative: 62.338 sf Jf \ Wall Zone 4: Positive: 36.025 ps -7 /N-0 0 ji! 'Trp Negative: 39.440 ps Wall Z:ne•5*•. Positive: 36.025 psf %see: •••• : 145.517 psf :0009: Roof(S4PAgnione 2: • • -55.409 psf • • • Roof Ove*ang Zone 3: :•:••: -49.377 psf *:Go 406909. 16009 0000 666906' 0000• 666• •9•• • 6 ••66 6969 •606•• • • • •0669• • 96•••• • •• ••699• ••000• 006• • • • •69• T l • {1 r FORM R405-2014 ,P ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD f' r ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index,the more efficient the home. • 475 NE 91st STREET, MIAMI SHORES, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul,Exterior R=4.1 1674.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1888.00 ft2 6. Conditioned floor area(ft2) 1888 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Sgl,U=1.10 305.76 ft2 11.Ducts R ft2 a.Sup:Attic,Ret:Attic,AH:KITCHEN 6 250 . SHGC: SHGC=0.38 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 41.1 SEER:16.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 34.1 COPA.00 Area Weighted Average Overhang Depth: 2.981 ft. Area Weighted Average SHGC: 0.380 8. Floor Types Insulation Area 14.Hot water systems Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1888.00 ft2 a.Electric EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for BuildingO�gt1E S-r4 Construction throug�i the above energy saving res which will be installed (or exceeded) ti _ p in this home before fi In pection. therwi a new EPL Display Card will be completed based on installed7�,5�Tnpliant f tures.Builder Signature: Date: "Zipl: Address of New Ho �(� City/FLQ(Ntnt 0 W'E *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For intprmation about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. i =*Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/15/2016 5:41 PM EnergyGauge®USA-FlaRes2614 -Section R405.4.1 Compliant Software Page 1 of 1 t FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: AVANT PLACE,LLC Builder Name: Street: 475 NE 91 st STREET Permit Office: MIAMI SHORES City,State,Zip: MIAMI SHORES,FL, Permit Number. Owner: Jurisdiction: 232600 De9ign Location: FL,Miami County:: Miami-Dade(Florida Climate Zone 1 ) 1. New construction or existing New(From Plans) 9. Wall Types(1674.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul,Exterior R=4.1 1674.00 ft2 + b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types (1888.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1888.00 ft2 6. Conditioned floor area above grade(ft2) 1888 b.N/A R= ft2 Conditioned floor area below grade(ft) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(305.8 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:KITCHEN 6 250 a. U-Factor. Sgl,U=1.10 305.76 ft2 SHGC: SHGC=0.38 b. U-Factor. N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 41.1 SEER:16.00 a U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 34.1 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.981 ft. Area Weighted Average SHGC: 0.380 14.Hot water systems 8. Floor Types (1888.0 sqft.) Insulation Area a.Electric Cap:40 gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1888.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.162 Total Proposed Modified Loads: 80.94 PASS Total Baseline Loads: 80.67 1 hereby certify that the plans and specifications cover by Review of the plans and 4 T 4E S74T this calculation are i7nce with the Florida En g specifications covered by this ti+� _ �O Code. calculation indicates compliance .„ '� .16 with the Florida Energy Code. PREPARED BY: Before 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. Cpl WEv OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. y 6/15/2016 5:41 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 1Z FORM R405-2014 PROJECT Title: AVANT PLACE,LLC Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1888 Lot# Owner. Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 475 NE 91st STREET Hermit Office: MIAMI SHORES Cross Ventilation: No County: Miami-Dade Jurisdiction: 232600 Whole House Fan: No City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design 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 Entire House 1888 16992 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 ENTRY 83 747 No 0 1 Yes Yes Yes 2 LIVING 250 2250 No 0 1 Yes Yes Yes 3 MASTER BEDROO 290 2610 No 2 1 1 Yes Yes Yes, 4 MASTER BATH 60 540 No 0 1 Yes Yes Yes 5 DINING 210 1890 No 0 1 Yes Yes Yes 6 KITCHEN 285 2565 Yes 0 1 Yes Yes Yes 7 BEDROOM 1 160 1440 No 1 1 1 Yes Yes Yes t 8 BATH 55 495 No 0 1 Yes Yes Yes 9 BEDROOM 2 230 2070 No 1 1 1 Yes Yes Yes 10 FAMILY 265 2385 No 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio ENTRY 13 ft 0 83 ftZ — 0 1 0 2 Slab-On-Grade Edge Insulatio LIVING 20 ft 0 250 ft' N 0 1 0 3 Slab-On-Grade Edge Insulatio MASTER BEDRO 35 ft 0 290 ft' -- 0 1 0 4 Slab-On-Grade Edge Insulatio MASTER BATH 6 ft 0 60 ft' _— 0 1 0 5 Slab-On-Grade Edge Insulatio DINING 12 ft 0 210 fN — 0 1 0 6 Slab-On-Grade Edge Insulatio KITCHEN 15 ft 0 285 ft' 0 1 0 7 Slab-On-Grade Edge Insulatio BEDROOM 1 14 ft 0 160 fN __ 0 1 0 1 6/15/2016 5:41 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 k FORM R405-2014 FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 8 Slab-On-Grade Edge Insulatio BATH E ft 0 55 ft' -- 0 1 0 9 Slab-On-Grade Edge Insulatio BEDROOM 2 30 ft 0 230 ft' _- 0 1 0 10SIab-On-Grade Edge Insulatio FAMILY 35 ft 0 265 ft' 0 1 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt 'Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1990 ft' 314 ft' Medium 0.9 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1888 ft' N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) ENTRY 30 Blown 83 ft' 0.1 Wood 2 Under Attic(Vented) LIVING 30 Blown 250 ft' 0.1 Wood 3 Under Attic(Vented) MASTER BEDRO 30 Blown 290 ft' 0.1 Wood 4 Under Attic(Vented) MASTER BATH 30 Blown 60 ft' 0.1 Wood 5 Under Attic(Vented) DINING 30 Blown 210 ft' 0.1 Wood 6 Under Attic(Vented) KITCHEN 30 Blown 285 ft' 0.1 Wood 7 Under Attic(Vented) BEDROOM 1 30 Blown 160 ft' ' 0.1 Wood 8 Under Attic(Vented) BATH 30 Blown 55 ft' 0.1 Wood 9 Under Attic(Vented) BEDROOM 2 30 Blown 230 ft' 0.1 Wood 10 Under Attic(Vented) FAMILY 30 Blown 265 ft' 0.1 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V�# Omt Tn�AIaU_Type Space RAtalue----F-t--Iue--Fraction-.Absor-Gr _ 1 E Exterior Concrete Block-Ext Insul ENTRY 4.1 3 0 9 0 27.0 ft' 0 0 0.75 0 _ 2 S Exterior Concrete Block-Ext Insul ENTRY 4.1 10 0 9 0 90.0 ft' 0 0 0.75 0 _ 3 E Exterior Concrete Block-Ext Insul LIVING 4.1 20 0 9 0 180.0 ft' 0 0 0.75 0 _4 S Exterior Concrete Block-Ext InddASTER BE 4.1 20 0 9 0 180.0 ft' 0 0 0.75 0 _5 W Exterior Concrete Block-Ext InAMSTER BE 4.1 15 0 9 0 135.0 ft' 0 0 0.75 0 6 W Exterior Concrete Block-Ext Ind41kSTER BA 4.1 6 0 9 0 54.0 ft' 0 0 0.75 0 7 W Exterior Concrete Block-Ext Insul DINING 4.1 12 0 9 0 108.0 ft' 0 0 0.75 0 _ 8 W Exterior Concrete Block-Ext InsuKITCHEN 4.1 15 0 9 0 135.0 ft' 0 0 0.75 0 _9 E Exterior Concrete Block-Ext InfiffDROOM 1 4.1 14 0 9 0 126.0 ft' 0 0 0.75 0 10 E Exterior Concrete Block-Ext Insul BATH 4.1 6 0 9 0 54.0 ft' 0 0 0.75 0 11 N Exterior Concrete Block-Ext InDROOM 2 4.1 14 0 9 0 126.0 ft' 0 _ 0 0.75 0 � 1'2 E Exterior Concrete Block-Ext InSEDROOM 2 4.1 16 0 9 0 144.0 ft' 0 0 0.75 0 6/15/2016 5:41 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM'R405-2014 WALLS /� Adjacent Cavity Width Height Sheathing Framing Solar Below �/ 9 Omt To Wall Type Space R-Value Ft b1 FL--In Area R-Val % 13 N Exterior Concrete Block-Ext Insul FAMILY 4.1 16 0 9 0 144.0 ft2 0 0 0.75 0 14 W Exterior Concrete Block-Ext Insul FAMILY 4.1 19 0 9 0 171.0 ft2 0 0 0.75 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int ShadeScreening 1 S 2 Metal Single(Tinted) Yes 1.1 0.38 22.2 ft2 11 ft 0 in 0 ft 6 in None None 2 S 2 Metal Single(Tinted) Yes 1.1 0.38 11.1 ft2 11 ft 0 in 0 ft 6 in None None 3 E 3 Metal Single(Tinted) Yes 1.1 0.38 28.8 ft2 2 ft 0 in 0 it 6 in None None 4 S 4 Metal Single(Tinted) Yes 1.1 0.38 47.1 ft2 2 ft 0 in 0 ft 6 in None None 5 W 5 Metal Single(Tinted) Yes 1.1 0.38 14.0 ft2 2 ft 0 in 0 It 6 in None None 6 W 6 Metal Single(Tinted) Yes 1.1 0.38 6.9 ft2 2 It 0 in 0 ft 6 in None None 7 W 7 Metal Single(Tinted) Yes 1.1 0.38 26.7 ft2 2 It 0 in 0 It 6 in None ' None 8 W 8 Metal Single(Tinted) Yes 1.1 0.38 10.0 ft2 2 ft 0 in 0 ft 6 in None None 9 E 9 Metal Single(Tinted) Yes 1.1 0.38 25.7 ft2 2 ft 0 in 0 ft 6 in None None 10 E 10 Metal Single(Tinted) Yes 1.1 0.38 6.9 ft2 2 ft 0 in 0 ft 6 in None None 11 N 11 Metal Single(Tinted) Yes 1.1 0.38 14.0 ft2 2 ft 0 in 0 ft 6 in None None 12 E 12 Metal Single(Tinted) Yes 1.1 0.38 25.7 ft2 2 It 0 in 0 ft 6 in None None 13 N 13 Metal Single(Tinted) Yes 1.1 0.38 40.0 ft2 2 ft 0 in 0 ft 6 in None None 14 W 14 Metal Single(Tinted) Yes 1.1 0.38 26.7 ft2 2 ft 0 in 0 ft 6 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000286 1416 77.74 146.19 .1973 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COPA 34.12 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:16 41.1 kBtu/hr 1233 cfm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None FAMILY 0.92 40 gal 60 gal 120 deg None 6/15/2016 5:41 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 T FORM R405-2014 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / —Supply= —Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 250 ft2 Attic 150 ft2 Default Leakage KITCHEN (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar r Ma [X]Jun Jul Au Se Nov Dec HeatinHJan HFeb Mar E Apr E May E ]Jun Jul Aug Sep Oct NNov Dec Ventin Jan Feb Mar [X) r [ Ma 1 Jun Jul Au SeW,Oct 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) 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 6/15/2016 5:41 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 - wrightsoft® Project Summary Date: 05-10-16 Entine House By: 1 Project • • r For: AVANT PLACE, LLC 475 NE 91st STREET, MIAMI SHORES, FL Notes: Design Information Weather: Miami, FL, US Winter Design Conditions Summer Design Conditions Outside db 51 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 20 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18808 Btuh Structure 25875 Btuh Ducts 3386 Btuh Ducts 5175 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22194 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 29621 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 8488 Btuh Ducts 2234 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area (ft2 1888 1888 Equipment latent load 10722 Btuh Volume �ft3) 16992 16992 Air changes/hour 0.38 0.20 Equipment total load 40344 Btuh Equiv.AVF(cfm) 108 57 Req. total capacity at 0.72 SHR 3.4 ton Heating Equipment'Summary Cooling Equipment Summary Make CARRIER Make CARRIER Trade Trade Model FX4DNF049T00 Cond 24ABC642AO03 AHRI ref Coil FX4DNF049T00 AHRI ref Efficiency 100 EFF Efficiency 16 SEER Heating input 10.0 kW Sensible cooling 29700 Btuh Heating output 34121 Btuh Latent cooling 11400 Btuh Temperature rise 24 OF Total cooling 41100 Btuh Actual air flow 1320 cfm Actual air flow 1320 cfm Air flow factor 0.059 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 'in H2O Space thermostat Load sensible heat ratio 0.74 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C r Wrl hftOft' 2016-Jun-1517:age I �� 9 Right-Suited Universal 2015 15.0.18 RSU08046 Page 1 ACA ...TR\CALCS ERNESTt475 NE 81st STREET 05.10-16.rup Caic=MJ8 Front Doorfaces: S ! #.wrightsoft` Right-J®Worksheet Job: Entire House Date: 05-10-16 _ By: r 1 Room name Entire House ENTRY 2 Exposed wall 186.0 ft 13.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 83.0 ft -5 Room area 1888.0 ft= 83.0 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ftj Load number (Btuh/ft-F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 n 2.79 2.82 270- 218 602 BOS 0 0 0 0 10A-m 1.100 n 21.45 18.46 40 0 858 738 0 0 0 0 _ 1A-h1om T P 1.100 n• 2.1.45 _ 26.37 „14 0 300 369 0 0 _. 0. 0 111pppJJJ 13A-4ocs 0.143 a 2.79 2.82 531 443 1235 1248 27 27 75 76 11 1A-hlom - - 1.100 a 421.45 42.36 7 150 296 0 0 0 0 1A-hlom 1.100 a 21.45 47.83 29 � 211 622 1390 0 0 0 0 1 A=hl om 1.100 a 21.45 50.84 52 29 111.5 2644 0 0 0 0 - ,, 'i 3A-4ocs` 0.143 ~s 2.79' 2.82 270 190 530 535 90 57 159 161 W�---G 10A-m 1.100 s 21.45 18.46 22 44 472 406 22 22 472 406 {--G 1A411om 1.100 s 21.45 26.37 47 94 1008 1240 0 0 0 0 l-G 1 B-h 1 fm_ 1.100 s. .. .21.45 . 26.37 11 -22 _ 236 290 11 11 _. .236 ;. . 290 13A-4ocs 0.143 w 2.79 2.82 603 518 1444 1459 0 0 0 0 1'A-hlom 1.100 w 21.45 42.36 7 7 150 296 0 0 0 0 1A-hlom 1.100 w 21.45 47.93 10 7 215 479 0 0 0 0 IA-hlom 1.100 w 21.45 47.93 14 10 300 671 0 0 0 0 1 A-h 1 om 1.100 w 21.45 50.84 _ 54 30 1158 _2746 _ 0 0 __ 0 0 C . 16D-30td _n_, 0.032 _,- 0.62 1.10 1888 e 1888 1178 _ 2078 _ -83 ~83 -52' - 81 F 22A-tph _ ._ 1.358 26.48 0.00 1888 186 4925 0 83 13 344 0 6 c)AEDexcursion 0 -75 Envelope loss/gain 16501 17495 1338 950 12 a) Infiltration 2308 959 161 67 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 6500 0 Subtotal pines 6 to 13) 18808 25875 1499 1017 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 00 0 0 14 Subtotal 18808 25875 1499 1017 15 Duet loads 18% 20% 3386 5175 18% 20% 270 203 Total room load 22194 31050 1769 1220 Air required(dm) 1320 1320 105 52 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsotft• 9 2016-Jun-1517:40:32 .' . Ri ht-Suite®Universal 2015 15.0.18 RSUD8046 Page 1 ...TR\CALCS ERNEST\475 NE 91st STREET 05-10-16.rup Calc=MJ8 Front Door faces: S I , - wrightsoft• Right-J®Worksheet Job: Entire House Date: 05-10-16 By: 1 Room name LIVING MASTER BEDROOM 2 Exposed wall 20.0 ft 35.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 250.0 ft 1.0 x 290.0 ft 5 Room area 250.0 ft' 290.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft) Load number (Btuh/ft'-'F) (Btuh/tj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 %t:t 13A14ocs. 0.143 n 2.79 2.82 0 -0 -0 - -0 0 0 0 0 10A-m 1.100 n '21.45 18.46 0 0 0 0 0 0 0 0 1A-hlom r 1.100 n 21.45 26.37 ._ _ 0 0 0 0 -,-0 0 0 0 13A-4ocs 0.143 a 2.79 2.82 180 151 421 425 0 0 0 0 11 1A-hlom 1.100 a 21.45 42.36 0 0 0 0 0 0 0 0 1A-hlom 1.100 a 21.45 47.93 29 11 622 1390 0 0 0 0 i A-h 1 om1.100 a 21.45 50.84 0 0 0 0 0 0 0 _ 0 NNNJJJ 13A-4ocs W 0.143 s Y 2.79 2.82 ��-0 W 0 0 0 180 133 371 375 1 OA-m 1.100 s 21.45 18.46 0 0, 0 0 0 0 0 0 1A-hlom 1.100 s 21.45 26.37 0 0 0 0 47 47 1008 1240 1 B-h 1 fm 1.100 s 21.45 --26.37 0 _ .0 _-0 0 - 0 _ 0 ,0 .0 13A-4ocs 0.143 w 2.79 2.82 0 0 0 0 135 121 337 341 1A-h1om 1.100 w 21.45 42.36 0 0 0 0 0 0 0 0 1A-h1om 1.100 w 21.45 47.93 0 0 0 0 0 0 0 0 1A-h1om 1.100 w 21.45 47.93 0 0 0 0 14 5 300 671 1A-hlom 1.100 ,,_w 21.45, -„50.84 _ 0 _ 0 0 0 _ .0 - _ ._ 0 _ 0 _ .m0 C_ 16D-30td 0.032 - 0.62 . 1.10 250 _,....x. 50 .-,-156 275 ---290 290 181 .. 319 F 22A-tph 1.358 26.48 0.00 250 20 530 �0 _290 ar 35 927 0 6 c)AED excursion -219 -207 Envelope loss/gain 1729 1872 3125 2738 12 ,a) Infiltration 248 103 434 181 b) Room ventilation 0 0 1 0 0 13 Internal gains: Occupants® 230 0 0 2 460 Appliances/other 1000 800 Subtotal(lines 6 to 13) 1977 2975 3559 4179 1 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1977 2975 3559 4179 15 Duct loads 18% 20%1 356 595 18% 20%1 641 836 T(Aal room bad 2333 3570 4199 5014 Air required(cfm) 139 152 250 213 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c ��y wri htsaR' 2016-Jun-15 17:40:32 .�A '1' 9 Right-Suite®Universal 2015 15.0.18 RSUBB046 Page 2 ...TR\CALCS ERNEST\475 NE 91st STREET 05-10-16.rup Calc=WB Front Door faces: S Job: +'_wrightsoft' Right-J®Worksheet Date: 05-10-16 Entire House By: MASTER BATH DINING 1 Room name 6.0 ft 12.0 ft 2 Exposed wall 9.0 ft heat/cool 9.0 ft heat1cool 3 Room height 1,0 x 60.0 ft 1.0 x 210.0 ft 4 Room dimensions 60.0 ft' 210.0 ft' 5 Room area Load Area (ftp Load Ty Construction U-value Or HTM Area (ft) or perimeter '(ft) (Bt h) number (Btuh/ft;"F) (Btuh/ft2 or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Coo! w.0 - A 0 0 0 0 6 WJ ' 13A74ocs F 0.143 v n '2.70 2.82 6 w 0 0 ;LAG, 10A m 1.100 n 21.45 18.46 0 0 0 0 0 0 0 - 0 0 0 0 ..,-a .. 0 0 0 1A hlom 1.100 n 21.45 26.37 0 0 - 0 0 0 0 0 13A-4o 0.143 a 2.79 2.82 0 0 0 p 0 0 11 1A-hlom 1.100 a 21.45 42.36 0 0 0 0 0 0 0 0 0 0 1.100 a 21.45 47.93 0 0 0 0 0 1A-hom_-„ 1.100 _e 21.45 _50.84 _ 0 0 -,.µ„0 0 0 _., 0 1Ah1om 0 13A-4ocs F0.143 s v 2.79 2.82 O 0 0 0 0 0 0 0 0 0 0 0 1OA-m 1.100 s 21.45 18.46 0 0 0 0 0 0 1A hlom 1.100 s 21.45 26.37 0 0 0 0 0 1B-hlfm _ 1.100 ,s,. 21.45 26.37 _ .__ 0 0 0 .. �0 .0 0 _6 _ 0 13Artocs 0.143 w 2.79 2.82 54 47 131 132 108 81 226 2280 ti1 A-h 1 om 1.100 w 21.45 42.36 7 4 150 296 0 0 0 1A-hiom 1.100 w 21.45 47.93 0 0 0 0 0 0 0 0 1A-h1om 1.100 w 21.45 47.93 0 0 0 0 0 0 0 0 1A hlom 1.100 uw, 21.45 50.84 0 a 0 _ 0 0 _- 27 7 '579 1373 C _ 16Dh30td 0.032 -. 0.62 1.10..„ 60 60 :37 66 210_ 210 131 231 F 22A-tph 1.358 m 26.48 0.00 60 .6 159 0 210 12 318 _ 0 167 490 6 c)AEDexcursion 478 661 1254 2323 Envelope loss/gain 74 31 149 62 12 a) Infiltration 0 p 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants® 230 0 1000 Appliancestother 552 692 1403 3384 Subtotal(lines 6 to 13) 0 0 0 0 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 552 692 1403 3384 14 Subtotal18% 20% 99 138 18% 20% 252 677 15 Duct loads 651 831 1655 4061 :Total room load 39 35 98 173 Air required(dm) 71 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016-Jun-15 17:40:32 wrightsoft' Right-Suite®Universal 2015 15.0.18 RSUO8046 Page 3 ...TR\CALCS ERNEST\475 NE 91st STREET 05-10-16.rup Calc=MJ8 Front Door faces: S r i +.wrightsoft- Right-J®Worksheet Job: Entire House Date: 06-10-16 By: 1 Room name KITCHEN BEDROOM 1 2 Exposed wall 15.0 ft 14.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 285.0 ft 1.0 x 160.0 ft 5 Room area 285.0 ft' 160.0 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (Btuh/ft;°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Bt h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 �--G 13A-4ocs 0143 n 2:79 2.82 0 0 0 _ 0 10A-m 1.100 n 21.45 18.46 0 0 0 0 0 0 0 0 1A-h1om m. -_.__1.100 n, 21.45 26.37 0 _ ,..,,0 _ _ 0 ._..__,._0 _ _ _0 ...0 _ 0 .. 0 WJ 13A-40cs 0.143 a 2.79 2.82 0 0 0 0 126 R 100 279 282 11 I--C 1A-hlom � 1.100 a 21.45 42.36 0 0 y 0 y 0 0 v 0 0 0 1A-hiom 1.100 a 21.45 47.93 0 0 0 0 0 0 0 0 1 A•h 1 om 1.100 a 21.45 50.84 0 00 0 26 7 558 1322 13A-4ocs -0.143 Y s 2.79 2.82 0 0 _ �'0 ._ 0 0 ' _ 0 .v 0 - 0 10A-m 1.100 s 21.45 18.46 0 0 0 0 0 0 0 0 R 1A-hlom 1.100 s 21.45 26.37 0 0 0 0 0 0 0 0 1B-h1fm.___r _ 1.100 __s 21.45 26.37 0 ..0 - 0 _0 .._._._...._.0 __ _ -0 0 W. 0 13A-4ocs 0.143 w 2.79 2.82 135 125 349 _352 0 0 0 0 1 A-hl om 1.100 w 21.45 42.36 0 0 0 0 0 0 0 0 1 A-h 1 om 1.100 w 21.45 47.93 10 4 215 479 0 0 0 0 t A-h 1 om 1.100 w 21.45 47.93 0 0 0 0 0 0 0 0 to-hlom 1.100 w. r. 21.45 50.84 0 _-_ _.2_0 0 0 0 _;o 0 0 C 16D-30td'�• R_e._. --0.032--, ___.0.62 1.10 285 85 -_.-i 78 _V4 ', _160 __160 100 176 F 22A-tph . y1.358 - 26.48 0.00 285 15 ,397 0 - 160 . _ 14 371 0 6 c)AED excursion 80 -177 Envelope loss/gain 1138 1225 1307 1603 12 a) Infiltration 186 77 174 72 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1500 500 Subtotal(lines 6 to 13) 1324 2803 1481 2405 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1324 2803 1481 2405 15 Duct bads 18% 20%1 238 561 18% 20%1 267 481 Total room load 1563 3363 1747 2886 Air required(cfm) 1 93 143 1 1 104 123 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wfi htsOfY 2016-Jun-15 17:40:32 9 Right-Suite®Universal 2015 15.0.18 RSU08046 Page 4 ...TR\CALCS ERNEST\475 NE 91st STREET 05.10-16.rup Calc=MJ8 Front Door faces: S wrightsoftRight-J®Worksheet Date: 05-10-16 Entire House Dat 1 Room name BATH BEDROOM 2 2 Exposed wall 6.0 ft 30.0 ft 3 Room height 9.0 ft heat/cool 9.0 It heat/cool 4 Room dimensions 1.0 x 55.0 ft 1.0 x 230.0 ft 5 Room area 55.0 ft' 230.0 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ftj Load number (Btuh/ft?°F (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLIT3A-436s 0143 'K' '2'74 2:82 0 0 0 G� v0 ' 126 112 312 318 10A-m 1.100 n 21.45 18.46 0 0 0 0 0 0 0 0 1A-h1om, 1.100 n 21.45 ..,26.37 _ 0 0 0" 0 14 „_0 - 300 __369 ��111111 13A-4ocs 0.143 a 2.79 2.82 54 47 131 132 144 118 329 332 11 1A-hlom - - 1.100 a 21.45 42.36 7 _ 4 150 r 296 0 0 0 �- 0 1 A-h 1 om 1.100 a 21.45 47.93 0 0 0 0 0 0 0 D 1 A-h1 om 1.100 a 21.45 50.84 0 0 0 0 26 7 558 1322 1N 13A-4ocs- 0.143 s 2.79 2.82 0 0 "- 0 0 0 0 0 0 10A-m 1.100 s 21.45 18.46 0 0 0 0 0 0 0 0 1 A-h 1 om 1.100 s 21.45 26.37 0 0 0 0 0 0 0 0 1 B-h 1 fm 1.100 S.. 21.45 26.37 ___ _0 -----0 0 0 __ 0 0 0 0 .._ 0 13A-4ocs 0.143 w 2.79 2.82 0 0 0 0 0 0 0 0 1Afi1om 1.100 w 21.45 42.36 0 0 0 0 0 0 0 0 1A-h1om 1.100 w 21.45 47.93 0 0 0 0 0 0 0 0 1A-h1om 1.100 w 21.45 47.93 0 0 0 0 0 0 0 0 1A-hlom 1.100 w 21.45 50.84 0 0 0 0 0 0 0 0 C-:,- 16D 30td _, _0.032 -µ 0.62 m- 1.10 ,., 55 _.55 .n �34 - 61 '230 Y.230 „_., 144 253 F 22A-tph 1.358 - 26.48 0.00 N 55 �� 6 -159 0 230 30 M794 0 6 c)AED excursion -36 -238 Envelope loss/gain 474 454 2437 2354 12 a) Infiltration 74 31 372 155 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 500 Subtotal(lines 6 to 13) 549 485 2810 3239 Less external bad 0 0 0 0 Lpss transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 549 485 2810 3239 15 buct loads 18% 20% 99 97 18% 20% 506 648 -Total room load 648 582 3315 3887 Air required(dm) 391 251197 165 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsOft' 2016-Jun-1517:40:32 A� 9 Right-Suite®Universal 2015 15.0.18 RSUD8046 Page 5 ...TR\CALCS ERNEST\475 NE gist STREET 05 10-16sup Calc=MJ8 Front Door faces: S +,wrightsoft- Right-J®Worksheet Job: Entire House Date: 05-10-16 By: 1 Room name FAMILY .2 Exposed wall 35.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 265.0 ft 5 Room area 265.0 ft' Ty Construction U-value Or HTM Area (ftl Load Area Load number (Btuh/ft;"F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V�J - 1,3A-4ocs 0.143 n 2.79 21.82 144 W 164 290 293 T 1_CG 10A-m 1.100 n 21.45 18.46 40 0 858 738 1A411om __ 1.100 ,na 21.45 26.37 0 ..- .�0 _ 0 a _ �0 13A-4ocs 0.143 a 2.79 2.82 0 0 0 0 11 -G 1A-h1om 1.100 a 21.45 42.36 0 0 0 0 I;�G 1A-h1om 1.100 a 21.45 47.93 .0 0 0 0 1A-htom _ 1.100 _e _21.45 50.84 0 _ 0 0 ___0 0 W 13A-4ocs 0.143 s+ 2.79 2.82 -'0 0 �'0 a 0 10A-m 1.100 s 21.45 18.46 0 0 0 0 1A-hlom 1.100 s 21.45 26.37 0 0 0 0 1B-hlfm -1.100 s,.,, 21.45 .-26.37 _ ..0 .0 0 0 13A-4ocs 0.143 w 2.79 2.82 171 144 402 406 1A-hlom 1.100 w 21.45 42.36 0 0 0 0 1A-hlom 1.100 w 21.45 47.93 0 0 0 0 1A-h1om 1.100 w 21.45 47.93 0 0 0 0 1 A-h1 om 1.100 w 21.45 50.8427 7 579 1373 r� -s- C' 16D-30td _ 0.032 0.62 T ,1.10 265 T 265 P 165 ra 292 F 22A-tph_ 1.358 26.48 0.00 265 435 w 927 0 6 c)AED excursion 215 Envelope loss/gain 3221 3316 12 a) Infiltration 434 181 b) Room ventilation 0 0 13 Internal gains: Occupants® 230 0 0 Appliances/other 1200 Subtotal(fines 6 to 13) 3655 4697 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3655 4697 15 Duct bads 18% 20% 658 939 Tolal room load 4313 5636 Air-required(cfm) 2571 240 1 T I I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .ter -F1+ wrightsoft' 2016-Jun-1517:40:32 . . Right-Suite®Universal 2015 15.0.18 RSU08046 Page 6 ...TR\CALCS ERNEST\475 NE 91st STREET 05.10-16.rup Calc=W8 Front Door faces: S va•• •' 0000.. T t ' MIAMI DADE MW1VII-DARE COUNTY • PRODUCT-CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SAY 26 Street,Room 208 t BQARD AND CODE ADINUNISTRATION DIVISION' T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) _wiymmiamidade.¢ov/economy fi General Impact Glass&Windows,Corp. •'. 290 West 78'h Road Hialeah,FL 33014 SCOPE: This NOA is being issued under the applicable rules and regu�tions 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 1118000 High Impact"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.12-006,titled"Series 18000 High Impact HorizontgtStitbg Window-Large Missile Impact Resistant",sheets 1 through 14 of 14,dated 01110/n,with revisiWel dated •• 01/10/12,prepared by Tilteco,Inc.,signed and sealed by Walter A.Tillit,Jr.,P.E.,bear�ijthe 91am;-fade „• County Product Control Renewal stamp with the Notice of Acceptance number and�eMrgion date lly the ..... Miami—Dade County Product Control Section. 0000 .... • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. 0••••0 •••'0 LABELING: Each unit shall bear a permanent label with the manufacturer'sn�C�Cn logo,0eiix,;state,...... model/series, and following statement: "Miami-Dade County Product Control.Apprpya: unless otherwise noted herein. 0 0 . • . . 0000.. 0000... RENEWAL of this NOA shall be considered after a renewal application has beer;filed and thbre 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 dhange `1► in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. i 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#12-0206.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-1021.08 N{tAhiFDADE COUNTY +ff(F' F ,. Li xpiration Date: October 21,2019 i f Approval Date: November 06,2014 jo3 � • Page 1 r General Impact GIass&Windows,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 12406 titled"Series 18000 High Impact Horizontal Sliding'Window- Large Missile Impact Resistant",sheets I through 14 of 14,dated 01/10/12 with r revision#1 dated 01/10/12,prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit,Jr.,P.E. (Submitted under previous NOA#12-.0206.08) 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 horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5954,dated July 10,2009,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA#09-0806.03) .... . . .... ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, compl:Vj;.V*th FBC 007, •••; dated 06/23/09,prepared by Tilteco, Inc., signed,sealed by Walter.4.Tillit,.k.,P.E. (Submitted under NOA#09-0806.03) .... *00000 ..... 2. Glazing complies with ASTM E1300-04. • . . D. QUALITY ASSURANCE • . . . . ...:.. 1. Miami-Dade Department of Regulatory and Economic Resources QR R) - E. MATERIAL CERTIFICATIONS •• • 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01714/17. 2. Notice of Acceptance No.13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 1,2/11/16. Manual Per .E. Product Control E a iner NOA No. 14-1021.08 Expiration Date: October 21,2019 Approval Date: November 06,2014 E- 1 1 r General Impact Glass & Windows,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated October 16, 2014, issued by Tilteco,Inc., signed and sealed by Walter A.Tillit,Jr.,P.E. 2. Statement letter of no financial interest, dated July 27, 2009, issued by Tilteco, Inc., signed and sealed by Walter A.Tillit,Jr.,P.E. (Submitted under NOA#09-0806.03) 3. Laboratory compliance letter for Test Report No. FTL-3388, issued by Fenestration Testing Laboratory,Inc.,dated 09/0/02,signed and sealed by Joseph Chan,P.E. (Submitted under NOA#03-0319.07) G. OTHERS 1. Notice of Acceptance No. 12-0206.08, issued to General Impact Glass &Windows, Corp. for their Series"18000"Aluminum Horizontal Sliding Window—L.M.I., approved on 04/12/12 and exphing on 10/21/14. •••• •••• • • •••• •••• ••••• •••••• ••• • ••••• • • • • • • • • •••••• • •• • ,F Manuel-Per ,P.E. -= Product Cont�,ol Eyp'miner NOA N&44'-1021.08 Expiration Date: October 21,2019 Approval Date: November 06,2014 E-2 GENERAL NOTES: 1, SERIES 1800 HIGH.IMPACT HORIZONTAL SUWNG WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS 9. AkCNA�rJ�7E5! EMBEDMENT AND ELME DISTANCE ARE BEYOND ANY FINISH, PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING COOS. SERIES 1000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE (A) TO EXISTING POURED CONCRETE: 4MIN. 1'C a 3192 PSI), MIN, EDGE DISTANCE (E.D.) 2 1/2". MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES,(MIAMI DADS/BROWARD - 1/4"0 TAPC ANCHORS 1 1/4 MIN, EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. COUNTIES) (COMPONENT,THRU 1" P.T. WOOD BUCK. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTIONS 1820 OF THE ABOVE MENTIONED CODES, USING (8) TO EXISTINO A.&T.M, C-90 CONCRETE BLOCK WALL. MIN, EDGE DISTANCE (E.D.) - 2 1/2". ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FSC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 - 1/4"0 TAPCOIJ ANCHORS W/ t 1/4"MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. FBC AND SHALL NOT EXCEED THE MAXIMUM (A,S.D,) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. (COMPONENT ,THRU 1" P.T. WOOD BUCK, IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LLOADS DETERMINED PER ASCE 7-10 SHALL " BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) 1 W/ MAX. (A.S,D,) DESION PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. - 1/4"0-14 TE REW W/ 1 1/2" MIN, EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC, (COMPONENT qpSC. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD,. AS TESTED,WERE 140T OVER STRESSED,A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN (0) TO EXISTING MIN.A'THICK ALUMINUM MULLION (8083-T5 ALLOY), MIN. EDGE DISTANCE(E.j 1/2". DETERMINED IN ACCORDANCE WITH N.D.S. 2 O5. - 1/4"9-140/4"(MIN.) TEK SCREW, AS MANUFACTURED BY I1W BUILDEX, INC. (COMPONENT ). THIS WINOW'S.ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201,TAS-202, TAS-20, PER FENESTRATION TESTING (E) TO EXISTING MIN, 12 WE(0,1081 STEEL MEMBER(ASTM A-500,A-853 OR A-38),MN,EDGE DIST CE(E.D.) 1/2'. LABORATORY REPORT (J 5904 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS - t/4-0-140/4-(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT . 1812& 1618 OF THE FLORIDA BUILDING CODE, 207 * 2010 EDITIONS, RESPECTIVELY, 2 10.PROVIDE 1/4" MAX. LOAD BEARNO $HIM SPACE (TYP,). FFS 1 SCHEDULE a� ��U+��N`( {�$�pACIN19 SHALL 9E AC PER 4( tf1��I 2. 11. REMAINING COMPONENTS FOR THIS SERIES 1800 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT SHEET 12, RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 3, ILL NOT REQUIRk 12. SERIES 1800 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT, MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: QBAALiEMK ARIA XGLASS AND WINDOW&CORP. 4. THIS SERIES jaQ0Q HION IMPACT NORIZO" SUbING IMINDOW LARGE MISSILE IMPACTMIAMI-DADE COUNTY PRODUCT CONTROL APPROVED, 5. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT. SHALL COMPLY WITH 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SECTIONS 2411.4.1, 2411,4.2, 2411.8.1 AND 2411.5.2 OF THE FLORIDA BUILDING CODE, SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. 8. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8003-T6 ALLOY AND TEMPER, WITH Fy - 25.kai (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING, THIS PRODUCT, BASED ON THIS PAA., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILEO ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 7 SERIES OR CORROSION RREW$ USED FOR ESIS�TANTT COATEBLY D CARBOCTIONSN METAL TO STEEL AS METAL) DIN0BE 50016 TAND SECTION 241LESS STEEL 04 OR 1.314316 AISI OF THE (o) THIS PA,D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. FLORIDA BUILDING CODE WITH 50 kel YIELD STRENGTH AND 90 Hal TENSILE STRENGTH, (d) ORIGINAL PA..'SFiAIi BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF S. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. RECORD THAT PREPARED R. WOOD BUCKS MUST BE SOUTHERN PINE WITH 0 A 0.55, AND SHALL COMPLY WITH SECTIONS 2411.3,3.3& 2328 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. •• Y•• • • • • • •• SyIIINiq FLORIDA BUILAINO CADS fthValod f H6"*Zwle) • �'p��6y',,,��mm � • • saA -.1% anti TOM wa 8 w E81m H 0 1 M11CTHOftl 10 N TAL OU DIN0WINWW 7R0T1UL`TRBNLWBS w �aw�Iplyln;KWith 81e1>Tmlda• 7!T • tiS LARGEMS811EIMPACTMOTANT At'i'l01yl1W"Ilk th/1 klw DwId81g Oona No,44167 ,Ioldin¢Cole 14,f02J.08' aw wE11r 7s aoao oVto/tz aca INa7eNo IL 6 Muff.uff. Aeccplmre No '' xVICNi,R.3]01{ Ort Dole B lmllon Date Y t SLltll l i a tlOLW pimb(304 069-11103 _ - • • fry �,- / ^y,/ �� .letp�,i0qe,,,el«x •Naw, n 1• - - fNl: 3011 "Me"" -12-008 Aly • • Y �. V 1� IMn.,pwNfl—le>3'.a..t fn,-leek •ae,6•mm "ot.c0m liar. Dade pNAuft Ce • •M Dade Q;•'•�► ,11 rm"11 tllNao•"d.esm n OfiA7dN0 R. `•J • fe-07060(6�77to ,a„w rwereaa am ar.w nw •• 8 • • ••y�i ,• 1�'1A EFl.ORiR tk.�41'�7 m n-nt r ; ylEff f 0I 16 f ••• • • • • ••• • • .. .00T •iss' . ° mAso ^Od7a• 0. 0• ooso' sa ,126 0004' 1 . oaa• 0.0eY L _ . 0A yl 0120 O.DI] e d 0 7P a tdi d 0.176' s� A17' d •° d 0.00 dL 0,02 -- w.e7o• � a 1' .a 8 aao av a °A. odex' at and � srr A10• Ise• 07 OIS 0.14e' .ty . b dKL ® D MAJNG STIL ® aln , l ON16L MUNTR ® .. 6063–T8 ALLOY & TEMPER aar 6063–T8 ALLOY do TEMPER 8083–TB ALLOY& TEMPER ooe' Is:•stF a ° 9 t7 A14 O�pALL7�Y1M JAMB 10ERAME HAfs• 8063–T8 ALLOY d: TEMPER EAD tas 8083–T8 ALLOY & TEMPER ©FRAME SILL 8083–T8 ALLOY &TEMPER r 1DD' At", td° dw to il°5 Of00.� ,tos• ® at d EQE= �.,— e o7 STRK_INSERT . . BEAD 6083–TO ALLOY dTEMPER ©� 8083–T8 ALLOY&TEMPER 6063–T6 ALLOY Ec TEMPER 6033–T6 ALLOY do TEMPER ' G STILE 608OT6 ALLOY 6063–TO ALLOY do TEMPER Oasr A70 au o � OmPly nRENB wllh lheil°AdG ,(gompoNEN1`S_. yniOing Code 14,�Orl�,o8 SCALE n 3/4%+1' CidtaliapUofe Iq 74' Ily as 0 00 .nP ells. lade Flbded • • ••• • off, oi<i� . • as: • • • tl! p•TIC(/-- FLORIDA 6(AWW0000801Ahv«oa0.yKwdoN•7ana) nr as • • • • 1 esD,s 71UfF4 ulo, t�E618000HI6HMdPACT TA48LIOINOW I.Ad,.•o,/ b rDa(ENT. LATCH PRRoOecrR U •• •`�� C F ''•,'• 1ARGEM1861LEIIAPACTRESISTANT uo.v eo. 6083-78 ALLOY ds TEMPER we°mpgONewidtsheFl Ada f ; Z t '� 7e R at/fo/fz C fnlc fOAI.FJa4 Fl,3J014 4" LONG A°c�RI uoeNo �� Bn Ifetfo0 Pa: t YI Te flN0!ENO N{FJN 000 Y s�jpD DDe-66� _ -• - $ saa]ntrass .ass,wa4N OMOp!!.N 771M YMe. l.aaM 12•00e - ilO SILL RISER 7>0•,, •;r��` tis Un ,Q p�•t1�1�` .mwl ueewoeel.wa ;d Iulewlae xe 8063–T6 ALLOY & TEMPER �� ae+�w • ewa . bR ♦ T to.-07oNo0�710 —p Ibd Ile.4M47.F. w.t0 n a �OIIOECOUNTN as •• .p ' 9ft[sr R K to 1101 • • • • • • • • • • 000 0 0 • ••• • BILL OF MATERIALS ITER QUANTITY DEBCROTION MATERIAL ' .1 1 FRAME HEAD 6063—T8 2 1FRAME SILL 6053—TB 3 2 FRAME JAMB 6063—T6 4 COLONIAL MUNTIN(OPTIONAL) 6063—TO 6 1 VENT FIXED MEETING STILE 6063—Te BA 1/BAR ALUMINUM BAR INSERT FOR® 6063—T6 S. 1/VERT H.D.VENT MEETING STILE 0053—T6 6A 1/BAR ALUMINUM BPR INSERT FOR© 6063—T6 7 2/VENT TOP AND BOTTOM RAIL W83—TB g g gTTg 8, i/VENC JAMB STILE 6083—TB BA AS READ. GLAZING OEM FOR 7 IB"GLASS 6063—T6 II ' •I I� I to 1 SILL TRACK INSERT 8083—T8 11 AS.REOD. SILL RISER W03—T8 12 2 VENT VENT LATCH AT 9 I/2"FROM ENDS.3'LONG 6063—TO ` ff J 1Ru7 13 1/LATCH VENT LATCH SPRING 9t.STEEL BUMPON MER, 1 4 ETER TWF SP C 14 3"FROM CORNERS IJA%,AN 12'O.C. (NAk.),SAT NIO—GLASS SITE S6.iCOItlE I 15 AS READ, FRAM ASSEMBLY SCREWS, 6 x I'P.H.SMS.CRS — I I j 18 2/VENT FRAME SILL SCREWS CONNECTING,TO 8, 8 x 3 1/2*P.H.SMS,CRS -- z 17 AS READ. VENT&FIX.RAIL W'STRIPPINO.AMESBURY OR EOUN. 16 AS READ, FRAME W'STRIPPINO,AMESBURY OR EOUIV. — 7 \ 'r 19 2 BAFFLE,M&M PLASTICS 20 2/BAFFLE BAFFLE SCREW, AB x 1/2*F.H. SMS 21 AS REQD, GLAZING BULB VINYL NEOPRENE 22 4/VENT ROLLER HOUSING&GUIDE OELCON 23 2/VENT ROLLER BRASS/ST. St. 24 2/VENT ROLLER PIN ST.STEEL 25 ANCHORS, 1/4"•TAPCON F.H.ANCHOR, HW BUIL.DEX.INC. STEEL 26 ANCHORS. 1/4"•—14 TEK SCREW ITW BUILOEX. INC.TO WOOD BUCK, STEEL ALUMINUM OR STEEL MEMBER. 27 DOW CORNING 795 STRLICT.SILICONE SEALAPLTt DOW CORWHITE SILICONE OR EQUAL AT FRAME ALL AROUND 28 EXTERIOR&INTERIORNIND SILICONE GLOW DETAIL FOR Sal mr. pEr IL FOR 7/10"NOMINAL(OA4,V OVERAIIa LAMINATED CUSS MTN(1)3/16"HEAT SCALE 3/4" 1" Q SCALE 3/4' 29p RENGTHENED GLASS +A OA90'INNER LAYER FILM DUPONT SIJTACITE PVS, LAMINATED GLASS INTERLAYER BY E.I.DUPONT DE NEMOURE&CO INC„ +(1)3/16"HEAT STRENGTHENED GLASS, 7/16"NOMINAL(0.444"DVERMI)LAMINATED CUSS WITH(1) 3/16"HEAT 28B STRENGTHENED CLASS+A 0.090"INNER LAYER FILM SENTRYGLAS PWS, LAMINATED CLASS INTERLAYER BY E.I. DUPONT DE NEMOURS&CO INC., + (1) 3/16"HEAT STRENGTHENED GLASS.' EACH 1`x1'x3'LONG WEEP HOLE RETICULATED FOAM GASKET,MODEL 1CPPI.BY •FILXm•OAMl • • •• WEEP HOLE FRANK LOWE RUBBER&CASKET CO. • • • ` : TIY/IMII.•z",,W • 1 .Yu,�/ FLORIDA BUILDING CODE M WWdty HOtdatns Zags) Qq yyi�gp• • • HIGH MDgpiICELtsiBITILgFLa11dA s exole m}cco ac SERIE81600ARGEM BILEIMACtREAL VH i4uR ly-T{1�g ` '. LARGEMIB91LE1MPACTRESIBfA1VT 14'cCeo. ROOUCT RENRVVB� BuIlddlg Godo ,® ' As eimplyingwlth the RM11/s N0.44167 ''• a - ■� p Hiro eEgT yg 3014 01/10/12OATK 9"Iding Code �p AcapMne4 No � � �{. �C O Iple. . IBMEaI FL,iJ014 eAa /�./QQf.V(�Q Rx Irdkn.Lhb - ` ryWY Tg6tINe wax No ANY PNoxEt 1711 6'J6al011 Arecplanae No _I • ' ; F `moll)s��sLL Ex ration Lfxte �. • ` • i `4� ax Nx.4u om n utee vne. ew m ad.eam 12-008 •M /' '•.' ` ..mrn. 'n (we�enn_lul w v �y •:� t .-mexr Upllpecpp�ayyol.eem q ORAWIxO No A iJr. P.E. A1bu Date .Edud 11 }}FFqq/,, L1,R �cw sue �~ asn.eow wo . EdO�CAUNK• 'S � iIORIW Ua 441 h7 . „ e BNEEt i OP It ni • • • • • • • • • • FRAME WITH(SEE SCHEOUL9 it ON SHEET 12) - - rt « c2• .1 • (SEE SMCDULE it ON SHEET 12 (SEE SCHEDULE/I ON SHEET 12) (SEE Sa1SDULE/1 ON SHEET 12) . A/6® B/7 A/6 a'uNL b' 6•INIX. D/9 sb 11Nt.01"' 0146n+) I S'wuL O 1 N,lD. Ta larAUl i-WOEr SCHEOutE/i 0.taDR0 ON wEET 12) I sE 61AK01[G It ON wi[ET 12 ' 29 I 292 or 2®AS APPLICABLE OR OR I OR ¢ SURFACE APPUEO. ' "9COLONIAL MUNTINS (OPTIONAL) (SEE SCHEDULE I (SEE SCHEOULE Z (SEE SCHEDULE ON SHEET 12) ON SHEET 12) ON SHEET 12) 41 1 I� — _ � wt AND w2 MAY BE DIFFERENT FROM EACH OTHER A P p t^ BUT THEY SHALL 8E SUCH THAT (2)wl + w2 DOES II II NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON II II II II SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c", CREATED BY wl AND w2 SHALL BE SUCH THAT { I MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON $ I 0 I SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. 1N1310473 TUU H otWtwE6 Fuu Fm REINED I 1&llt VAK ..__�_ .y- g• 8/7 A/6,41 iAltf. A/6 7; DETAILS 1 & 2 (TYP. HEAD/SILL) AND SCHEDULE R2, ON SHEET 12 "S"= Max. ANCHOR SPACING I g + 2 (See schedule #2 on sheat 12) (3)4'1 3/4'x1/4"H104-WEEP HOLE AT•• ••• • • • • • •• 3 1/ FROM ENDS AND ONE AT HUT F MIDS:mH ••.• • • •111 •- IY@ICAL EXTERIOR t A. TORIDA9UILOIN00002(fdBhV4lDoIg Aapn•ZCne) • • • • ........ Opts ipmu 010. BEPo i8D06 H IMPACT &KIDINOWIN 1 wtiD� ELEVATION FOR XOx WINDOW PRgt7YcrRrwsao •• ��y��!.�1G 'F .�=L „�, ,,.r• aenessneIMPACTRE818TANT tA0.Y A0. SCALE 1"-l'—O—�' BUUCf REN61V'P.ti w complYiry{with Ilw PfaT10R �� ucempt3lnN withTheFlorl9b Duildng Cb51C '(� �'C o 1N0, ago wfSr 7a ROwOt/10/12 4oldlnS Cale Ifi-�Orl'.� 1Piccopfana N•' •'• :, HIALTAN,fl„33014 OAT[ Amplence NO �i D` etl �D0t0 1 T rrIt[NOIN[[ 0 COMPANY PHONE:(30a aaa-8101 4 v fAx: 3Ob 650 606a Rx01,oHon Date •. •:•. ,��,•. • - •m x.�[cw./�.a..aa.wwiu e N y{.« ".„., ,,, - 12-008 �Pil �t • N��):: T �' •,: �• HMI,WN6T-,W...a,DOa iwf R • •:�-'y� • 1/ ,S a-math wNeo•oac«n / DRAW=NO Y AatN MMVaOe M.4 ,acW a"wtM We A17a �xde PNdud C n! • tYALfEH 0/� Wi r. v.B (J• iv • F &aN tEt ttANDA . w1EEr'4 6f 14 i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WX F1UME WIDTH(SEE SCHEOl11E it ON SHEET 12) - .. wf f A/6 .2* 13/7 8,HAK (SEE SCHEOUIE it ON-SHEET 12) SEE SCIEWLE it ON SHEET 12) D'AY2. "o'MO.DAA(18111TH) F/1 s€e SCIM in � E 01 a�J SET I 1 ail SCHEOUIF it ON SHEEP 12 F/11 1 093 I 29 OR I OR (SEE SCHEDULE 1 (SEE SCHEDULE A ON SHEET 12) ! ON SHEET 12) A ') SURFACL APPLIED. ?,OOLONPTIONALtAL) UNTINS E 10 E/10�~ - -�• � �& — w1�A0NTD(w2 MAY 8E DIFFERENT FROM EACH OTHER r 1 BUT THEY SHALL BE SUCH THAT (2)wi + w2 DOES R/ NOT EXLEE�IMAXIMUM(SHEET pE WIDTH INDICATED ON ADDITIONALLY. DAYLIGHT OPENINGS "q" AND "c", 1 CREATED BY wt AND w2 SNALL BE SUCH THAT I I I 1 I I I MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON ! SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. O 12 UV RU pmm(m I 2 or ®AS APPLICABLE 9gI0ATEa full.14F2011r 1 � rsEwfoRCDIENr • D•MAIL `^`r+. �, / ��SEE OETAIL 1 dt 2 �/7 Max. ANCHOR SPACING A/6 ANDON AFM��L�2 (See schedule #2 on sheet 12) -- --- 19 + 2 f • • • •• (2) 1 3/•f z, . 111 •WEGp HALE♦T • • •rrAruni. 3 1/4"FROj!ENDS AND•ONE•T9b110ifAND lll� �'%. FLOWABUILOINeCODBf VoMDlbHwrtomlaZoae) TYPIQL EXTERIOR •. • . • . ..art omuTtuaomD• ERIFb1A000 HIMP RIZONTA48Li INO NOOti ' ELEVATION FOR XO (SHOWNI as plring�ihlheFl9da: .�` ;:'DC7 MSF •.ITA LARDEMIBSIL6IMWCTRE$18rANr Ei.oi°xo, .ls1s.�—.� UCTNENEWP.� Ouildhig Q,de S ■ 290 WEST 70 RAO OI/I0/12 Port IrinpuhhtheFICA& ACDaptaOooNo � �F, C 0 IRC. Nyy,E,gl•n•,33014 gut: OR OX (SIMILAR) WINDOH�.,,:,�� ,e j rotlon D.I. A,•ccppmce ND/Q•/Q2t• �,} • _ i /y *`. tN.ur 7EanND a Di RI 00N1MNY PHOHEI(ws aas-alw SCALE 1"=1'-0 - • 'r'e;,,,, '",:;."w0°","<o INi7HN _ PAD Jos use-SODS ',pi.nuon Dale ! •�Y `�•o ST//ITE OF "Cl:a` ")''S6t `"�ii!'' ..+rr•9..n 9•.4.an1 12-006- •I7fi gFrOda ? • a• 4r .-moth nit.N7•o.t.wm era• ' ORAWM R. Uy O''•.F w �` Wurt�REB�onoowaf 1P�. p.E. .a.e. ax.rroe wrc Dllare Dade Product ANf[AdE COUNTY• r_- nAaOA lla D41bT We , -, euur S of 1♦ - "��i�rnrrrd ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • SEE SCHEOUIE g2 kk� SEE SCHEDULE p2. . ON 9FIEET 12 POURED CONCRETE OR SEE SCHEDULE 02 f3 w ON SHEET 12 E.0. E.D. CONCRETE BLOCK REO'D ON MEET 12 E.DMIAMI. �S� SEE NOTE 9/,1 SEE NOTE 9 1 (SEE NOTE 9/1) E.D, T ///��APPROEMULLION STRUCIIIRE O1 (SEE NOTE 9/1 1'x P.l. yuyl (11NOER SEPARATE APPROVAL) WOOD DUCK SEE E.G. 0 1 NOTE B/1 �? 1 — "— 1/8"MINIMUM WALT.THICKNESS 2'1:P.T. SEE NOTE R/ '.„ — ALUMINUM ALLOY 8083-T8 EMBEDMENT WOOD BUCK ...... (SEE NOTE SEE NOTE 8/1 ��1.:;:ry'•o.`.. All 10-0 n1 a ` CEO AL"UM,YW�110N) E{ A B E.D. N. (SEE NOTE 9/1) E.D. (SEE NOTE 0/1 SEE SCHEDULE/2 �/'STEQp.��MEMB/ER gY OEHE(R�S SHALL 4 4 ON SHEET 12 �) OR OAUfd°WALLAhIICAGESt).10B)883 ? /8'WEEP NOTCH AT ENUS . Mw.1"x P,r.wow a 4 /8'WEEP NOTCH AT ENDS SEE NOTE B/1 POURED CONCRETE oR Q b y CONCRETE BLACK REO'D. d ®SEE SONE 12 12 —(SEE NOTIF 9/1) (sEE NOTE 9/1) ON SHEET tz SECTIQN.A-A EMBEDMENT SFE SCHEDULE+2 ,$�, TIOC,� A-sAf��, AOURED �OWCR�fE QR /.�0 QTEEL MEMS R) 2"x P.T. TE Roll ON SHEET 12 //i/� .1r1—�•+N T i S"N P.T. /1 tA000C1'R¢N¢W8�9 • .1 7�((/ '� S t/9 t PLORIDAGUILOINO 00080011VOWYNu*1111020") a Complying with the Pb k • • , C 92012 MT1x'010% 6ERIE8180D0HI(AIIh4PA9 HDR¢ONTALSLWINO E1tlSTNiO Bolding Code �a•1172(.� � 8. *_• <C�''. LA,/EA/ STRUCTURE eA, E.D. AcEcptauceNo ronW �,'' LAROEAU881LESfWAOTFIE&BTMIT NAY ALL (SEiE HOTe 8/1)`(SEE NOTE 9/1) P,xplration Date !q Ae wmplyTndo- aa ��aa 01 DATE S ! IIdInBpN �¢ yam^ Z " i C O tMa. 990 WE6T T91TOM ``.. xuLEAN,cl.aaD14 DATE y _ !ix bn LTfN A.MT T STMMU t NOIN9 IND OW PAMY 1>110,Fa(J06)669-8103 sECTIOy A—A M1, D9d9 Proaad. • � �•• f ` .ue w9,aw a.. .a v�p n pep o 1 A e(xo6O)669-666x •r .nM.: n-iNe.r�•.(0K r,11p1 ra..9.na aWoOlmm 12-008 jT0 W00D) •H • 1A rnwG iMKHod com a DAF9910 NP *SEE SCHrAUI.E 11 ON SHEET 12 '�O F A EB-0006719 WALI[A A OUR Jr. Pt. ur.• • �ue 1Y,a an out SGa.E:1/2'�I" 60i0i CAUN1Y• •"y (� (t iIARIDA Ua 141 br ae w•w t IYi ; SHEET 6 OF 14 • 1 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • SEE SCHMULE 02 SEE SCHEDULE/2 . POURED CONCRf1E SEE SCHEDULE/2 ON SHEET 12 ON SHEET 12 CONCRETE BIOa(REO.O ON SHEET 12 EA. E.O. MIAMI WE COUNTY SEE NOTE B 1 SEE NOTE 0 1 APPROVED MUWON _'ASTWO EEE-NCTTE R/11 NOTE BIf D. EA. _ (UNDER SEPARATE APPROVAL) STRUCTURE— i'%P.T. W4ENBEOMEH1 _ E NOTE 8/i (96 NOTE'8/1 ..Et MEN, SEE NOrt 9/f) WOOD BUCK (gam{per y/I) ^._.. i I/B°MUSIMUM WN.L THICKNESS M 2ITOOD BUCK SEE NOTE 8/1 — r•-. ` AWMINt&1 ALLOY 8083^T8 EMKOMENT SEE NOTE 8/1 E NOTE 9 11 sp d- aQ.ALUMINUM-MULLION) sums . u b .SEE NOTE B 1 SEE A E.D. O, y1 i yW� 1 I per, F SEE SCHEDULE/2 STEEL.MEMBER BY OTHERS SHALL 3 t% B 1 ! ON SHEET IS 1 FNM 61 -12 CAGEIO .A�?AOIII-) ( MINIMUM WWA/U.THN2CNE5. 0 111 P � 1 :I •J/8•VEEP NOTCH AT ENDS • 0— MIN. I"k P.T. woo SEE NOTE I WEEP NOTCH AT ENDS POURED CONCRETE OR 'D (SEE NOTE 91) 3 CONCRETE BLOCK REOb ; . v �+�^��+ p pi d ®SEE SCFIED111E E.O. SMON Sr1 ON 1TtTEET 12. (SEE NOTE 9/1) (SEE NOTE s/TI—� MESgCTION R-Q (TO POURED �pEi��p��. EMBEDMENT �� NAIG 1/A'1' SEE _WEA ULE U)2 MW.2'k P.T mat ON SHEET 12 • {1� T�� WOOD BUCK • SCa..E:1f1•.1•• ii ..se....,,.�T I�� fl.OfYIDABUIWINO CODE(I,IOhVeIwy HUrtieeM toes) SEE NOTE 8/1 RODUC'TREN61N19;i➢ ��a eempbhle w"k the F(odd� • • • �.• T+ ew12 TNT(W UAC ERIEs 18000 HIGH IMPACT HO.PobDNI'N,SUDMO EEISRNO Mir • •• _ LARGE MOBILE IMPACT RE618TANT STRUCTURE E.O. E.O. 'inlJh:g Cak • NOTE Y/t) (SER NOTE Y/i) •\. pw,,No 4• � �+'�rcala� �}o.44167 h: i:dl•.n Ua1e !q BRiTdilg 210 WEST 70 ROAD 01/10/12 Aacopllmeb No ` , C 1 N 6. RA1.EN1.n.113014 6ATs ft 1'N D*W A ; T T 1010 t OIN N COMPANY PHWUTs(3055)656-8103 _ _ SE/�1/�� EI-0 y j{{ •— um e6 Mp N as rm�weepy.mu mx:(3aa/T sse-s6w 12-006 Y 4�!DN �y d ii n.0.Wsl. Luo.9TIC0 0:%0: e e xwnAmw mpad.cem �Q �(QQD) ASEE SC �1 ON SHEET 2 p �(•�'•.:L�(�.••' ii1 e-moE6A.IlORTpa0.pcopO;Jydr.com ORAWDO N. SCN.A 1/2•.1' f•••:�•»•• • Z$' TEHOREN UaMlb7Em �ene.m• open ea waanae uu ENFE,7 OP 14 • ^'• •Ti T • • • • • • • • • • ••• • • • ••• • ®SEC SCHEDULE/2 t'%P.T. ON SHEET 12, 0.23' 0.28' (SEE NOTE 8/1 ) SEE SCHEDULE 92 ON SHEET 12, 3 J E[ (SEE NOTE 8/1) (5FE NOTE a 1) (SEE NOTE B/1) NGE 1 b EMBEDMENT A (SEC Nom 1. (SEE NOTE 9/1) 2'9 P.Tr O WOOD DUCK ;. .`• (SEE NOTE 6/1) "tl°NA%.DELA. e1 "o"MAX,O.LO, T •:'.t 9.F.SCHEDULE 1 ON SHEEP 1.1 "Q�'OLA. EE 504COULE 1 tN!SHEET 12 •� 5T2MEOILE I ON S M 12 Y� wig (SEE NOTE ON SHEET 4) r29 (SEE NOTE ON SHEET 4) e10 (SEE NOTE ON SMr t) CONCRETE BLOCK WALL REQ' STEEL MEMBER BY 'MAOR K.FRAME 010TH SEE SCHEDULE�i ON SHEET 12 POURED CONCRETE a OTHERS SHALL CONFORM TO A9.i.M.A-400 A-03 , ON A-30 W/ 1;'DADE��\ EX?E, ERI WAMI DADE COUNTY 'olvMINIMUMWALL \ (UNDER FA RATE ON T cNN 9. `-� 0.28• (UNDER SEPARATE APPRD4AL) 0625" MA)L SHIM MINIMUM WALL THMMESS. I. ALUMINUM ALLAY GODS-TS E.F 0 " 1 (SEE NOTE 9/1) I _ G EMBEDMENT I� I !!(SEE NOTE 9/1) NOTE 9/1) 1111 c, SEE SCHEDULE 02 ON SHEET_12. (SEE Nora 9/I I) rmTc MM.EMBEDMENT ®SEE SCHEDULE A2 "o"MAx.%0i "a'MA%.01.0. ON SHEET 12. (SEE SCHEDULE/1N HEET 1 e'VA.D).0. (SEE SCHF-0ULE(It ON SHEET 12 SEE SCHEDULE#1 ON SHEET 12 .I* 5EE NOTE ON SHEET a v2e (SEE NOTE ON SHEET 4) 91* (SEE NOTE ON SHEET 4) WX FRAME PDM(S�EE�SCHEOUI.L j1 ON SHEET 12) *t tt SCHEDULE 11 ON SHEET 12 •iC•EQJI Y ' s C:C.��, . • .• • .111 Ql'AleA. PLORIDAOUKMOCOCOfthVebclyHunwro2oM) PRODUQPRg Vj�D• • N `>•:r4 owl:TLrca mc. _ FNB81 RGHIMPAC NORITONTAL�IDINO xoDUCT RENewrs� w cAI�Yh 817101 Dk X11 f WWI!MRISIL0IWACT RES TLA' M.O.v.An a>wmpyInL xlUh Poe FtOTMA IRO1's9 , �� s.n,nnyCmir eplwms(tcae � No `: 11 /^�/� of/to/Iz Ata 1 IL E W-O INC. 288 YIEST 7e naAe Arrenlnnrr nv/¢•!02!.06 9 1f a0oe N0 ¢ . N1AtEN1,F4 cola PATE 11M))e� S •,( ` THLIT TIEIM1 0•LNODfX NO COMPANY _ PIIONF](30G)571-9t03 C./,�� .! s)• • ;• ��4 1ra'u.4wM+M-`�%. .°i,AWs �rxiianw a grn(rtol)YnGFeeLwm 12-006 My�w y�? lV 1�� rmoE;plreoted.eem pRAWWO Ne .. M11iar 1 DAde P ud Co t/•••••. ,'.•' QpESq-ONDLOUev10 • AMI _ ��`JTTtt• .,� Ru1ElAPoDA Ua 1b7P� .w Va. a R Ni e. «wsnax SHEET a OF Ia ��CO / • • • • • • • • • • ••• 0 • • ••• 0 • V x P.T, WOOD BUCK SEE SCHEDULE/2 0.28" (SEE NOTE 8/1) ON SHEET 18. 0.1b" MAX SEE SCHEDULE/2 _ ON SHEET 12. i 8 8 3 4 (SEE NOTE 9/1) t3 (SEE NOTE B/1) SE'OIdE µBM�IN(SE 3FF ROTE B 'i 8 8 Y4L AWf 9 1 ..• (SEE NOTE 0/1) WOOD BUCK e"MAX,0.L.0, W.D.L.D. ;% '.d'" '• (SEE NOTE 8/1) SEE SCHEDULE 1 ON SHEET 14 SCHEDULE 1 ON SHEEP 12 SCHEDULE is ON SHEEP f2 't ;t• wt• (SEE NOTE ON SHEET 4) 92• (SEE NOTE Ott SIE.ET 4) w1• (SEE NOTE ON SHEET 4) S"tEEL MEMBER BY MAX,FRAME WIOTH(SEE SOHEOULE/1 ON SHEET f2 DURED CO LOCK OR 0..IEq SHALL CONFORM CONCRETE BLACK WALL REOb. TO AB.T!.A-600 A-853 C .q-� p� OR A-38 W/ 12 049�"� EX'1 ERI�F! Mm RADE COUNTY ml WALL � APPROVEDMULLION AIS", 0.25" 4tUNMXR SEPANE APPROVAL) 0,26'Ma-SHIM NAX SHIN I) 1/8"MINIMUM WALL THICKNESS ALUMMUM ALLOY 8003-TO (w NOTE B/I) 3 MRI (SEE NOTE 0/1) . EJIBEOMm (SEE WE 9/1) SEE SCHEDULE 12 cI ON SHEET 12, (SEE Note 9/� 1) I M. Il(SEE ROTE 9/1) MIM.EMBEDMENT (SEE NOTE 0 1 SM SCHEDULE j� V MAX.04A®ON SKEET 12. R2 SEE SCHEDULE f ON SHEET 12 "0"MAX.D.LQ "c"fdAX,D.LA. (SEE SCHEWtE/i ON SKEET 12 SEE SCHE me ji ON SHEET 12) wtt (SEE NOTE ON SEEP 4) w2• (SEE NOTE ON SHEET 4) wt• (SEE NOTE ON SHEET 4) MAX.FRAME WIDTH SCHEDULE 01 ON SHEET 12 EXTER 01 R *SEE SCHEDULE r 1 ON SHEET-I 2 • �' !p I M� tD«•�• X•O X/. . • f A•TI( PLORIOABUILDINOCODEuib 610 Hu*mrAZor4 • • •1 •- 0201t nrceo wo. WIES INN HIGHIMPACTMWEAL8LIDI ' 4t08UCTRIMIRWO 4riceplence Ne p mWev • •A0 ;��'�$�'•.•�'� LAROEMISLEIMPACT MOT.AW m* • •a ebm I)iaS wb lht VNI• B8do. 8 ROAD 4ndlRCod* A 6 pqMO. FIALEAH,,FL.33014 N0e1/:DATE 11 rot b1D0 i / a12 T[•TINO k CHOINElAINO CONPAN PHONE:((308 086-8103 _ f•xrnl lnn Dalt I / - -, • - ? Hfo u8. 4 Mvtet winos n sA1w FAX,(306 868-0686 2�(]8 K�[L_ t N 0 �•. • �f�y IAA aw.(iw Ito ftW M t-tut wwx.q.n.ragmpovl.com oftmt O Nr r F PA "VV AA m-aooBTl9 Ailu DAdr Prtodecf Ceh - � • Y/AIFiFk A.t61N4dr{,p,E, 32EF2rmr ou .w rrc UNTY• • •�� 1 tABtOA LTo. 467 a<owna a SHEET 9 OF 14 a �— SEE SCHEOIEE 12 t'x P.T. ON 9HEET 18. 028„ > 0.25" WOOONOTE 8/1) ON SCEOU2E y2 ( 3 E .— ;"P .. �.•. (SEE NOTE 9/1) (SEE NOTE 9/1) (SEE NE01E.9/1) EON — EMBEDMENT NOtf' 9 MIX 0 t E (SEE NOTE B/1) 2'x P.T. ;` ,:-,4 WOOD BUCK o`MAX.O.L.O. D.LA. . (SEE NOTE 8/1) SEE SCHEOIA.E 1 ON SHEET 12 (SEE SCHEDULE 1 ON SHEET 12 ''.'+'`. i. N14' SEE NOTE ON SHIIT 6) W29 (SEE NOTE ON SHEET 6) ••.: ''.�' CONCRETE OR STEEL MEMBER BY MAX.FRAME Wlifil SEE SC.RAULE ION SHEET f 2 CONCRETE BLOCK WALL RFA'O. . MMSHALL CONFORM T.M.A-500 A-863 �X7�RIVR OR A-J6 W/12 4AGE 0.1 "1SMINIMUM WALL A9AM1 DAOE COUNTY 6E APPROVED IATE AP r_ (INfiER SEPARATE MPROVAL) 1� 0.25' 0.28' U I 1ALUMINI MIAAU.OY 008WALL T3-TTCSNEss (SEE NOTt 9/1) MIN, � E. EMBEDMENT I �I (BEE NOTE 9/1) SEE NOTE 0/1) sEe SCHEDULE y2 ON SHEET 12. I� f. EOTE n (SEE NOTE 0/1) (SEE N9/1) 6 ¢t93MMIN,ENi ®�SCHEOULE 12 SEE NOTE 9 1 ON.SHEET 12. '6'MAIL Q3.A. SEE SCHEDULE 1 ON SHEET 12) MAX,tlAA. • (SW 5CHEtlUIE 11 ON SHEET 12 RI• (SEE NOTE ON SHEET 6) N28 SEE NOTE ON SHEET 6) MAX.FtMME WIDTH SEE SCHEDULE/1 ON St1ETE 12 *set somE01A.E p ON sHEEr 12 =Tm �` .• .:N.: �� • I•'AtA,Tf(� 4.� FLORIDA BUILDING CODE(KkbV4%*FAmbM Zo8y '_ o20u raTwb we E81800 f8(TH{MPACT 20NTAL8UWAk)N7MAWR VO ttoDUCT RENEW" MOEPVCTISV1'.� •• • ��.:• bir, S�•��'• m LARGE MISSIMIMPACTRE818TANT u v�o, 1•complyhW wTlhIto FlWft f ee amplying Milk the Vk?W BuHdE6yO0pe i �f_ !! h � 209 WEEP 78 RON) 01/10/12 KviA""Cate �O8 Ae01(PIa90o N0 II• L'e�b 1N0. W".FL 33014 9AT9 4rcrplam:e No I !m1 D610 _ * EMTI 9 8[NOIII�g11H0 WMPANY MIONE(3D0668-6103 EC 11,'flllex Dx1e ! .' ••. Y FAX: 308 5561.". .1 n •� : N!1 N.11.Nye/(.ry,.>t 91GIµ DDIh N 17111 �•.. a NNN.91a1N1 xLam 1 f.� OF• / Z /7aN,(—gill IeW.rel I(In�N-Ipl 11y._ • I •+�••y .Q4.%��1A, �-mvlli UKeeo•oel.evm 9RAWIHO No htlnnUzde PI'ad11T1 C4� T4 WAUE�R//�� K 71,oj1 p,E, ,xw Ie luc ,xe.x. enasml vN �,.,x,�A • 1 RORIDA fla.447 eu w/N 1 ERECT 16 OF 14 ••"'.""...�'..000NIIs•• • • • • • • • • • • • ••• • • • ••• • • SEE SCHEDULE 12 1"K P.T. . ON SHEET HI, o.2s' _ WOOD DUCK ,. .. MAX,swu (SEE NOTE 8/1) SEE SCHEDULE 02 _ ON SHEET 12. ' �jtTait� •} E E -- (SEE NOTE 9/1) .(SEE NOTE 9/1) ' •I. i i •(SEE NOTE 9/1) M8Ep4q v e ELteEDAaNT 1 6Ef NOTE 9 _ — SEE WE 9/1) (,_^_ •e (SEE NOTE 9/t) 4 2'z P.T. Wb00 BIkK "a'MAX.D.L,O. (SEE NOTE 8/1) SEE SCHEDULE 1 ON SHEET 12 '`o"MAX.b.LO. (SEE SCHEDULE It ON ISHEET 12 x0 SEE NOTE ON SHEET 8) w2* (SEE NOTE ON SHEET O) Sm OTHERS$HALL CONCRLTE OR Q RAT E WM)TN(SEB 90VHTE•0�+ #IONSHEET 12) CONCRETE ULOCK WALL RED•D. . TO A.9J.M.A-500 A-053 �A l GRIOR A OR -J5 W/ 12 QACE� R A- NININUM WALL MWA DADE COUNTY S APPROVED MULLION r^ '(U�+SEPARATE APPROVAL) 0.28" 026" IIm.SHIM MU. I/8'MINIMUM WALL THICKNESS i UMWUM ALLOY Dm-T5 3 (SEE KOTE 9/1) MIN. I ( NOTE' EMBEONENt — _ I II(SEE NOTE 9/1) SEE NOTE 9 1 SEE SCHEDULE 12 ON SHEET 12. (SEE XOTE 9/I) I(SEE NOTE 9/1) NW, EM8EOIAEHT SEE NOTE 0 1 OSEE SHEET YE I2 °o°MA%.O.L.O. ` EEE SCHEDULE L ON SHEET 12 'o"NAY.D.L.O. • (SEE SCHEDULE I1 ON SHEET 12) ai• (SEE NOTE ON SHEET 5) 02• (SEE NOTE ON SHEET 5) MAY,FRAME 1WOT11 SEE SCHEDULE 11 ON SHM 12 - . EXTERIOR . - SEE WKEDULE/I ON SHEET/2 •• 00 0 0 • �Ij11 !/W" �i FLORIDA9ULOIN000DE Q'AOhVebo5yH9M9999 YMt9) o tol Hueco We. 60 0 HIGH IMPAC HORIZONTAL 611 "NDN' WN , PRon"REiVIMk •• a\�y�Q',* SAF••••� ' LARGE WW9WACTRE91srANr RODUET RENE%Vw as c6mpiyiIIg with IM Phxlde as cemplyinY with the Pltirftit• Wdo AI /► Ot/itl/1Y RolAl"cede aap e� `r O INID. NAIFnN F4 SJRoii PArE No § 11Lu- T IND k[NOW RING COMA PHONED -9103 366wN N.u12-008 '�'N,• •y .Jji'�IIM+• a • • • • • • • • • • ••• • • • ••• • • HORIZONTAL SLIDING WINDOW - SCHEDULE # 1 OX. I DOW MAX.A.S.D. MAX OPERABLE(%) DE810H MAXIMUM MAXIMUM MAXIMUM MAXOPERABLI MAX,FIXED(0 MAXOPERABLE(X) MAX.FUIED(0) ORFIXERIO) REQ'D CASE# PRESSURE WATERPRESSURE FRAMEWB)TH FRAMEHEIGHT WINDOWWIDTH P WINpOWWIDf� DLA.WIDTH D,L.O.XWO D,L.0 HEIGHT GLASS RATING w1 wY re" "9" "be TYPE [ +100,430psf. +16 pal. 1111/8" 631!4" 37iflW 37" 331@". 33112' 68114' 290 H +100,430p9t 06 Pat 1111/8" 831/4' 28i1iW 66" 243/4" 61' 66114'. 208 TU +90,"100pof. +13Apef. I 111 i/B" 741W" 371118' 137" 33 fir 3311Y 871/A" 29A ry 190, 400 pet I HSA pet. 1111.0 74114" 281/18" 66" 24 314" 61' 87114' 20A V +100,460pet +15 pet 981/4' 631!4" 3210 32" 28318" 28318" 681/4' 298 O OR OX NDOW MAX A.SA. pq (p) ( MAX OPERABLE M OA9E# PRESSURE WATQRPRO SURE FRAMENOTH FRAME MAXIMUM MWNQ WWOTI VAN OWWIDIH D.L.O WlDTH� MD�LO WIDIN� DLO.NFI 81f3H GLA98 Wye wl "es r.a "b" TYP [ H00,•180pet +16psf. 74114" 601N°` $7118" 371!8" 339/18' 339A8" 49114' 200 I[ H00,430pet +16pef. 74114" 631/4' iEL 37118" 339AW 339H81 1/2"O.C. S81/4" 200 iR +90,400pef. 03.8 Pat 741/4" 741M 37118" 33 SAW 339118" 671/4' 29A ry +100,•160 Pet +18 pat 80114" 801W° 3018" 20 RA 8" 20 9118" 83114' 20B AXI UM .�NCROR. SPACING S" - SCHEDULE__ MEETING STILE MEETING STILE NEOATIVC A.S D. HEAb//SILL REQUIRED AODITICNA SUBSTRATE ANCHOR TYPE E510N PRESSURE HEAD/SILL JAMB AN614ORS CONCENTRATION A7 RA1IN0(PSG MEETING STILE 3" 4"-•r• 4" 3" FRAM 3" 3" 4" 4' 3" 3" 80 or lees 9"O.C. 9"O.C. SEE DETAIL 2(e ANCHORS) HEAD CONCRETE r 80 up W 100 7 1/4"O.C. 7 1/4"O.C. SEE DETAIL 2(8 ANCHORS) OR BLOCK 1 4"a itt�V�BUIt�t OeYNALeAktq/0 E� .100 ap to 130 5 1/2"O.C. 5 1/2'D.c, S£E OETAIL 2(8 ANCHORS) r 130 UP to 180 4 3/4'O.C. 4 3/4"O.C. SEE DETAIL 2 6 ANGH011311 OR 80 aloes 9"O.C. E1/2"O.C. O.C. SEE DETAIL 1 (4 ANCHORS) 5 6 METAI. 1 4'4-14 BULLDE% r 80 up to 100 9"D.D. SEE DETAIL 2(8 ANCHORS) AS APPLICABLE AS APPLICABLE (SG NAe 11th) =CREW r_100 VP W 130 7 1/2.O.C. 7 SEE.DETAIL 2(8 ANCHORS) r 130 up to ISO ase"O.C. a SEE DETAIL 2 e ANCHORS AT MEAD & SILL � � T�D skSt90 or tees 9'0a. SEE DETAIL 1 (4 ANCHORS) 4 ANCHORS 6 ANCHORS WOOD 1/40-144 nw-mLDEx r 8p Up to 100 9"O.C. 9'O.C. SEE DETAIL 2(8 ANCHORS)) w WIT WA) Itrc SCREW r 100 up W 130 7'O.C, 7"O.C. SEE DETJKO2(0fVCHWS)0 • • • *-•• 0130 up to 130 0"O.C. 8"O.C, SEE DETAIL 2 8 • •Nw�w�N��i . • • 1 .T a rwoRK>NBu9.DINnoopBlHl9uvroatrtaNtoan.wrwl PRC47UCTtiBVIel1D • ,/ •^ SERIES 18000K(tt11MPACTHORIZONTALB I OWI ' xtonucTNFrteivc� esoomteA16 81eflatlda•• �y1 E $F'','A IAPAEMMSILEIMPACTRE318TANT m Nmpllin9u'DA tee Rbtida Bulidib)E Cod4,� o y Ot/10/12 !ualA�0eC04e A. 0,NOI/Q •••i 2aD WEST 74 RDAD DATl Ha TetloO u1� ��INC. � HIALEUI FL 37014 a 1 e U KU1 COWA B12-008 • eee°",iOy A : A Ut 0 � .-mew arts..ood�r txuw9W me eflat aPeudud Coe . •L EERRkB��-OO�OJe�rlty4 p ur.w a,wm+ ua w enaa�es err tt �µF).OM0,1 ntb.4f1�7� eu a•rU i u e SHEET 12 0714 ass NlAa9•DADepUNtt • • '1 a3 0:0 •� • • • ••• • • ••• 0 0.; LO o o x x � Z Ad w \ 0 W �o \ N oo N u \ \ \ IJill toot \ d to $ .4Z) �\ u� \ \ � ••• •� • �•� u7 • F�•� to $ L• • • • k n • • •\"'J • • • Liu •• • • • • • • -0 @'.Cbl iS • •• • ••• • • • • ••• • • • • • • • • • • • • ll Jill N � . a� co z o t\ x Cq W II o IT Z �., p y8� U Air =Q - • • • Cod w m"g �Nlo , • • • • • • • • • • ••• • • • ••• • MIAMI•DADE i1IIAMI-DADS COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Avw►v.miamidade&ov/economy Doralum Corporation 7040 N.W. 77 Terrace 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 11100"Aluminum Out swing Doors w/wo Sidelites-Impact APPROVAL DOCUMENT:Drawing No.W13-03,Rev A,titled"Series 100 Alum Swing Door w/Side ss"', •••••• sheets 1 through 10 of 10(inclusive 3.1),prepared by Al Farooq Corp.,dated 01-30-13 and Iast r vised�on"25, •. 2013,signed and sealed by Javad Ahmad,P.E.,bearing the Miami Dade County Product CantooApproval std inp •""' with the Notice of Acceptance number and approval date by the Miami-Dade County Prodddt•ftfitrol Sectibn. :•••• .... .... . . MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ' .... .... ..... Limitations: •••••• ••• • •••••• 1. See DP tables for X or XX in sheet 1 Door w/sidelites(w/wo reinforcement)in sheet 34%WSingle siJAc ••••;• (standalone)DP capacity in sheet 3. 909000 '. 2. See allowable mulled configuration in sheet 3.1 not to exceed{5}panels w/max two m�tlied stdelitet...:. •••••• 3. Max door leaf width mulled with sidelites in sheet 2;_1,shall not exceed=36-7/8". See I ctivd ranel 4) ipt :*fee: locking or active panel dead lock Nv/manual bolts option in sheet 4. • 4. Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TEMMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages E-1,as well as approval document mentioned above The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 13-0219.07 MIAM[-DARE COUNTY Expiration Date: Judy U4,2018 Approval Date: July 04,2013 Page 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W13-03, Rev A,titled"Series 100 Alum Swing Door w/Sidelites",sheets 1 through 10 of 10(inclusive 3.1),prepared by Al Farooq Corp.,dated 01-30-13 and last revised on JUN 25,2013,signed and sealed by Javad Ahmad,P.E. B. TESTS I. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with installation diagram of an outswing doors w/sidelites prepared by Fenestration Testing Laboratory Inc,dated January 14,2013,Test Report No 7086 (FTL-12087),signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBGa+O10, prepared by Al Farooq Corporation,dated 02/11/13, 05/20/13 and fait revi'sedtm JUN ... 25,2013,signed and sealed by Javad Ahmad, P.E. •' •• YYl'Y1Y •Y YYYYYY 2. Glazing complies w/ASTME-1300-02&-04 • • • coot •YYY D. QUALITY ASSURANCE .... .... ..... 1. Miami Dade Department of Regulatory and Economic ResourcBSMR). "' 0•"• •Y YY .. ...... YYYYYY E. MATERIAL CERTIFICATIONS Y Y Y Y:Y 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNem'aurs&'Co. Inc. •••• for their"DuPont Sentry Glass®interlayer",expiring on 01/14•/177 •60 0 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB interlayer",expiring on 12/11/16. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company,(Former Solutia Inc.) for"Saflex color&clear interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance andletter of no financial interest,prepared by Al-Farooq Corporation,dated 01/25/13,signed.and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 08/21/12 approved by Jaime D. Gascon,P.E. Ahaq I.Chanda,P.E. Product Control Examiner NOA No. 13-0219.07 Expiration Date: July 04,2018 Approval Date: {July 04,2013 E-1 39 5/e"MAX. 76"MAX. _ u DOOR FRAME MOTH DOOR FRAME WIDTH (4)ANCHORS AT STILES END ej 4"MAX. MAX.4 "MAX 3" 6. 3" n HEADSISI A HEAD HEAD/SILL A O 3 CORNERS SILL CORNERS / ��-111 SURFACE APPLIED J _ I 1 MAY BE FALSE USEDS � s It C 4e D C // E i \ norms +�mmPoWdrwwghlb� °�a o / 4'POINT I t; / DEAD BOLT Mill '�/I1 \ Pralap (�Z H LOCH OPTION I r s d LOCK OPTION SEE S (9 m W n g n J SHEET 4 W r�i n J SEE SHEET 4 y / It II it D7__ I. / DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. \ ( SHUTTERS ARE NOT REQUIRED. u1 SERIES 100 ALUMINUM FRENCH DOOR I9/ SIDELITES � F q 0 APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS p 4 ACTIVE \I ACTIVE \ LA-IVACTIVE WITH OR WITHOUT SIDELITES. R p SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. \ J SEE TABLES 1 do 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES 8 n M __ Gy ON SHEET 1. 2397 I1 MAX ' SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. 8 Z T., . HEW a SEE TABLE 4 FOR SIDELITE AND SIDEUTE MULLION CAPACITY ON O,. D.L OPG. SILL SHEET THELOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION o 38 7/8" J8 7/8' (6)ANCHORS STILE END CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. LEAF WIDTH LEAF WIDTH AT 3"O.C. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TYPICAL ELEVATION' TYPICAL ELEVATION REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ( X ) ( XX ) HURRICANE ZONE (HVHZ). iBY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO DOOR OPTIONS TRANSFER LOADS TO THE STRUCTURE. `o TABLE i TABLE 2 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS IS DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY -PSF EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C SINGLE DOORS (X) DOUBLE (XX) ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS ARE NOT PART OF THIS APPROVAL. '. FRAME I LEAF I FRAME EXT.(+) INT.(-) FRAME LEAF FRAME EXT.(+) INT.(-) A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MOTH WIDTH HEIGHT WIDTH WIO HUNTS. o• J9-5/8"36-7/B" 98" 65.0 80.0 76" 36.4/8 96 • •6w • •aw • ••• MATERIALS INCLUDING BUT NOT UNITED TO ALSSSTEEL/METALLLMEET T,THAT COME INTO • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS .91111 NOTE: • •• • • • • ••• •• OF CURRENT FLORIDA BLDG.CODE SECTION 2003.8.4. < COMPLIANCE WITH EGRESS REQUIREMENTS TO BE REVIEWED BY ••• •• •• ••• ••• BLDG. OFFICIAL PER FBC, AS APPLICABLE. Q NOTE: Err:`IACD R � FLUSH BOLTS AND LGA MUST BE y ENGAGED TO HEAD AND SILL DURING • ••• • • • • F C.AN.3538 92 � _ PERIODS OF HURRICANE.WARNING. DOaR LEAF HEIGDT � FAME HEIGHt—:2.00" NOTE: •• DOOR LEAF WIiTH (1Y DOIOR!Q 6RAME•WIWH — 2.750" 0 GLASS CAPACITIES ON THIS SHEET ARE • 00178 LEAF WIDTH QM DOORS)• (FRAME 'MOTH — 2.250")/2 drowin no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) •• D.L!O. HEIGHT%•FRAM? HEIGHT—?2.2511 9 3 W13-03 AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) . FRAME WIDTH — 11.625" DECLARATORY STATEMENT DCA05—DEC-219 D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 20'/2 shnet 1 0(10 • • • • • • • • • • • •• •• • • • •• •• �V (4)ANCHORS AT STILES END 201 1/4" Z 41 3/4' 76" 41 3/4' 41 3/4' SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SIDEL17E WIDTH (4)ANCHORS Q f a 5' 8" AT MULLION ENDS ar O IL 4'MAX. 3" E' 3" �{ �j9u M cg HEAD/RILL F i'�- A - 'L I F p CORNERS 1 \`� 1 1 1 V li n -a� us 21 t7GGb�� fl it +� tp I 1 U II Z f 1 ACTIVE,-IlIt �p o 9 --- G, 1` '11' Gy ADDroY[drrmroPb'IaiwG6Nlr O MAX. rrldr BrMb HEAD 09tr SILL ry _ Z MIna1 Drde Prodncl INA 3B 5/B' 26' J8 1/4' 31PG Dy :� 4N (B)ANCHORS O.L. OPO. D.l.OPG. D.L. OPG. D.L.OPG. AT STILE ENO � AT 3'O.C. SURFACE APPLIED F9-PROFILE SIDELITE - FALSE MUNTINS (4)ANCHORSMAY BE USED VLOW-PROFILE SIDELITE TOP do BOTTOM FRAME AT MULLION ENDS TOP dt BOTTOM FRAME _ TYPICAL ELEVATION ( OXX00 ) (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY NGNl• ATiq • • • •• NOTES: 1. DOORS ARE VIEWED FROM OUTSIDE, o o • • • • • • • • • _ 2. FRENCH DOORS WITHOUT INSECT SCREENS. „ SIDELITE OPTIONS •• • •• • •• << •• ••• •• • • • •• o Engr:JAVADADLAKW GLASS D.L.O. DIMS. FLA.PE t 70592 c '� _ ••Q.L.a"IGHT (HIG',�`r PjALj SIDELITE)•6E HEIGHT - 14.375' C"' S� _ $ • O.L.0.INIOTH (LOW�ROjtLE•SIDEUTE) 7F1 WIDTH - 4.50" b •e.L.O.ONIIDTFO(SIDIILITE)•. ORAME WIDTH -•4.W5" ••D.L.O. IGHT (CWS) =J AME HIVL-•IZ.250" Browing no. Hl D.L.O. WIDTH (X DOORS) . FRAME WIDTH - 11.625" 2U13 W13-03 D.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 20")/2 sheet 2 of 10 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9 42 3/4' 42 3/4' U DESIGN LOAD CAPACITY - PSF FRAME WIDTH FRAME WIDTH Mo 4'MAX. <'MAX I FRAME FRAME STATIONARY HEAD/SILL HEAD/SILLZ r WIDTH HEIGHT PANEL(0) CORNERS F CORNERS F, 0 INCHES INCHES EXT.(+) INT.(-) F Ta 41 3/4 05.0 80.0 Q 6 42 82 1/2 64.6 79.5 Q 45 80.3 74.2 4 48 56.5 69.5 41 3/4 65.0 80.0 42 64.6 79.5 O rei 45 94 60.3 74.2 H H O w Q s 8� 46 1 F 56.5 69.6 41 3/4 65.0 80.0 42 90 64.0 79.5 45 60.3 74.2 = �O 41 3/4 65.0 80.0 42 3/4 B8 64.6 79.5 °i 41 3/4 65.0 80.0 42 3/4 B8 63.5 78.1 Z ow �0 0 a � HEEADAD � �a HEAD �3Li SILL SILL 1p 8 z 38 1/4' 38 1/4' D.L. OPG. O.L. OPG. 8 HIGH PROFILE SIDELITE LOW PROFILE SIDELITEIt O t� 19IIMt6ftN NOUM�_.[��c�2� Mbnl D+/de PreJdacl�oatro! ° FRAME WIDTHUPI I U TYPICAL ELEVATIONS ELEVATIONS ( i•) ••• • • • • • •• NOTE: a° • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE ° • • •• • • • • • BASED ON ASTM E130O-04 (3 SEC. GUSTS). < • •• • • • • ••• • Engr.JAVAO AHMAO g 0 RA PE 70592 i • ••• • • • • U.�s3e •• • • • • • • • • • ••• •• ••• ••• ••• ••• W drawing no. 13-03 JU2 5 2013 sheet 3 of 10 ••• • • • • ••• • • • • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • • TABLE 4 39 5/8' 39 5/8" 39 5/8" 39 5/8" 39 5/8" 4 f 1 MAX. SIDEUTE SIDEUTE MAX. SIDEUTE MAX. SIDELITE SIDELITE MAX. SIDELITE MAX MULLION/SIDEWTE DESIGN LOAD CAPACITY - PSF FRDOORAME W WIDTH - WIDTH FRAMEE W WIDTH FRAME W. WIDTH WIDTH FRAMDERW WIDTH FRAMORW SIDELITE DOOR SIDELITE TO SIDELITE SIDELITS TO DOOR _ FRAME FRAME SIDELITE Z 3 HEIGHT WIDTH WIDTH W/0 REINF. WITH REINF. W/O REINF. WITH REINF. INCHES INCHES INCHES EXT.(+)INT.(-)EXT.(+)INT,(-)EXT.(+) INT.(-)EXT,(+)INT.(-) 24 65.0 80.0 65.0 80.0 65.0 80.0 65.0 aO.0 C / H r/,. �� Sr, ii 4i it ii a+6 JO Al- ED 80.0 85.0 80.0 65.0 80.0 65.0 80.0 / W 10 36 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.039 82 1/2 78'(X(XX)(X)41-3/4 85.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 m \ \ J \ J K H \ J u 42 64.8 79.5 84.6 79.5 64.8 79.5 84.8 78.5 45 60.3 74.2 60.3 74.2 60.3 74.2 80.3 74.2 48 56.5 69.6 56.5 69.6 56.5 89.6 58.5 89.8 Al _ _ C 24 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 ` JJ 4 30 85.0 90.0 65.0 80.0 65.0 80.0 65.0 30.0 S uO 3 (°%0> S�X; (xox) a 3e 65.0 80.0 65.0 80.0 85.0 80.0 85.0 80.0 ` l 1 J9 S/8"(X) SIOELOE 78"MAX SIDELITE 78'MAX. SIDEUTE 5100.17E SIDEUTE 78'MAX. Z 84 78,( ) 41-3/4 65.0 80.0 65.0 80.0 85.0 8D.0 85.0 80.0 M0TM DOOR FRAME W. WIDTH DOOR FRAME W. WIDTH WIDTH WIDTH DOOR FRAME W. 42 64.6 79.5 64.6 79.5 64.8 79.5 84.5 79.3 IY 45 60.3 74.2 60.3 74.2 60.3 74.2 60.3 74.2 48 56.5 69.8 56.5 69.6 56.5 69.6 56.5 69.8 24 65.0 $0.0 65.0 80.0 65.0 80.0 85.0 80.0 30 65.0 80.0 65.0 80.0 BS.O 80.0 55.0 80.0 r' 90 39 5/9"(X) 38 85.0 78.1 65,0 B0.0 85.0 80.0 65.0 60.0 Iv r r 78'(XX) 41-3/4 65.0 89.0 65.0 80.0 65.0 79.5 65.0 80.0 GGG K 42 84.5 68.8 64.6 79.5 64.6 73.6 64.6 79.5 \ / H \ / \ / O W 45 60.3 64.9 60.3 74.2 80.3 74.2 60.3 74.2 \\ // \ N 24 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 30 65.0 75.3 65.0 80.0 65.0 74.0 85.0 80.0 W� 39 3/8"(X) - \-\STILE END ~ 98 36 83.8 63.8 65.0 80.0 115.0 88.8 65.0 80.0 (OXx) (DXXO) SIDEUTE ( Xx00)) w 76"(X%) (XXO) MULLION ANCHOR (0OXX) ANCHOR 0 1:•I ro 41-3/4 56.2 96.2 65.0 79.7 65.0 84.7 85.0 80.0 SEE SHEET 2 SEE SHEET 1 U M 42 55.9 55.9 64.6 79.3 64.6 84.5 64.6 79.5 ; 24 65.0 80.0 85.0 80.0 85.0 75.5 65.0 80.0 SIDEUTE 76'MAX: SIDEUTE SIOELITE g 0 Z G 39 5/8'(%) 30 55.0 70.6 65.0 80.0 85.0 693 55.0 80.0 WIDTH DOOR FRAME W. WIDTH WIDTH 98 0g 76'(XX) 36 59.9 59.9 as.o eo.o a+.e 6+.e ss.o eo.o INSTRUCTIONS: / \ O C 41-3/4 52.6 52.6 65.0 74.7 60.7 60.7 65.0 80.0 USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM �w � •,�! � '� % �n TABLES 1 OR 2 ON SHEET 1, E 2. SELECT VOEL17E AND SIDELITE MULLION CAPACITY FROM TABLE 4. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY \ / 0 TO ENTIRE SYSTEM. \ / IS 4 SELECT LOCK OPTION AND CORRESPONDING �pDlottd m 4amptpins vAt$1 MAX.DESIGN LOAD FROM SHEET 4. RIOMd981�(11,QjIe�p�o6�e H N - r 00%%0x°0 NOR-/ ;MAX.S PANELS •deP Ll q NOTE: REINFORCING •REINFORCIN4� • • • • • • • Dr. rs�� ak-.�' GLASS CAPACITIES ON THIS SHEET ARE 12 AS REOD. a AS REQ�� •• • • • • • BASED ON ASTM E1300-04 (3 SEC. GUSTS) 0, O O SEE CHART O O S11cHAWt� • e • •• AND FLORIDA BUILDING COMMISSION o •• 000 • DECLARATORY STATEMENT DCA05-DEC-219 n En9r:JAVAD Am MO g It CML p RC.PN. 538592 I • • II •• :e: $ R $ Yi 39 5/8"(X) •• • • 0 .3945/86(X) • • • II•�- SIDEUTE WIDTH SIDELITE WIDTH 76'(XX) L�.ITE �li e • 7!'(XX)• ••4/ drawing no. DOOR FRAME WIDTH D00 FRAME h 2013 W13-03 SIDELITE TO SIDELITE WITH DOORS SIDELITE TO DOOR sheet 3.1oT 10 • •• •• • • • •• •• LOCK OPTIONS: V ACTIVE LEAF: ACTrvE LEAF: HINGES• SURFACE MOUNT DEAD BOLT LOCK 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 38-3/4" 3-1/2"X 7-5/8'X.122"THK. EXTRUDED ALUM 16NGE n AT 44-3/4"FROM BOTTOM,KEY OPERATED ON FROM BOTTOM PART OFD-107 BY SULLIVAN&ASSOC. z EXTERIOR AND THUMB TURN ON INTERIOR HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS 3 HINGES PER LEAF !0!� FASTENED TO ACTIVE LEAF LOCK STILE WITH ENGAGING AT HEAD AND SILL AT 9'FROM TOP AND BOTTOM AND AT MIDSPAN Pry$p (2) 010-32 X2"OH MS KEY OPERATED ON EXTERIOR AND THUMB TURN ONSPACING NOT TO EXCEED 40"D.C.) ¢a (2) /8-32 X 1/2"FH MS INTERIOR ( ¢ �p LEVER TYPE METALLIC HANDLE AT 38-3/4'FROM HANDLE FASTENED TO LOCK STILE WITH HINGES FASTENED WITH 010 X I'FH SMS g BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE (2) 08-32 X 2'OH MS (5) SCREWS AT HINGE STILE e: WITH(2)Oe-32 X 1-1/4'PH MS. CENTER LOCK FASTENED TO LOCK STILE WITH (6) SCREWS AT FRAME JAMB G AND (2) 08-32 X 1/2'FH MS (2) 012-24 X 1/4"FH MS a CONCEALED FLUSH BOLTS BY'REGENT' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, INACTIVE LEAF, LOCATED AT 11-1/2"AND 87-1/2'FROM BOTTOM 0 Q QQ FASTENED TO LOCK STILE WITH CONCEALED FLUSH BOLTS BY'REGENT' O 08-32 X 1/2'FH MS(2) SCREWS PER BOLT MANUALLY OPERATED LEVERS MOUNTED ON ro G INSIDE FACE OF STILE LOCATED AT INACTIVE LEAF 11-1/2"AND 87-1/2'FROM BOTTOM Q �t CONCEALED FLUSH BOLTS BY'REGENT' FASTENED TO LOCK STILE WITH MANUALLY OPERATED LEVERS MOUNTED ON Oe-32 X 1/2"FH TO MS(2)SCREWS PER BOLT .J 0 yI INSIDE FACE OF LEAF STILE LOCATED AT 11-1/2"AND 87-1/2'FROM BOTTOM FASTENED TO LOCK STILE WITH 08-32 X 1/2"FH MS (2) PER BOLT 39 5/8' 76" 39 5/8' 76" C; ) / I a z / / \ YYy / 1 / 1 \ �j yy FXX W 4 a- F1 3z�� ACTIVE\ ACTIVE ' INACINE ACTIVE \ ACTIVE INACTIVE 8 Q O 3/t6"HEAT STREN'D GLASS 3/16'HEAT STREN'0 GLASS 3/18'HEAT STREN'D GLASS h Isred to sm t11dI N14 ° 490 INTERLAYER .090 INTERLAYER .090 INTERLAYER Pigtt/•Sldd{q _ SAFLEX PVB BY'SOLUTIA' BUTACITE PV8 BY'DUPONT' SENTRYGLAS BY'DUPONT' ate-I- 3/16`HEAT STREN'D CLASS 3/16"HEAT STREN'0 CLASS 3/16"HEAT STREN'D GLASS MImnID a Prndde�rrt ota" SILICONE SILICONE SILICONE GE 2800 GE 2800 GE 2800 / • SILICONE SILICONE ••SIl.1lAIL• • • • • • •• w° GE 2800 GE 2800 • GE 2" • • • • • • • g pF}� }� �• • • • • • y • i i 1 I LL ¢¢ I 1 En91.MM40 ANVAD 8 I II 1 t I II 1 I f X I I 1 CML I I 1 I 1 FLA.PE[70592 Ti f L / ` •�'. • • LI � cAn.rine.' 19 19 •• • • • • • • • • GLASS TYPE 'G1' GLASS TYPE 'G2' GLASS•;;E 'j:t •• ••dLAZIN&.gTlly*AT SIDELITE dr°winq no. 2013 W13-03 GLAZING OPTIONS I sheet 4 of 10 ••• • s • • ••• • • • • • • • • • • • • 29Y WOOD BUCK u TYPICAL ANCHORS WOOD STRUCTURE METAL IN W000 BUCK OR EDGE GIST. SEE ELEVATIONS .E CE GIST. SEE NOTE SHEET t FOR SPACING '�, 1 SEE NOTE SHEET 1 STRUCTURE "t 1/2'MIN. s. CONfyRE10 a+ EDGE 0 EDGE DIST. Z • 3 THROW BOLT i p eri PENETRATION CO CRETE, Q a � = v A 5 i i 1 , i i J TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS a n II 22 SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS _--__-______^_-=_ p Q` i to FOR SPACING FOR SPACING FOR SPACING jI--- j C 11 CLIPPED MULLION TY APPROVED I I �, .0 SEE SEPARATE NOA j l Q w 3 TiO J L I`---------- -----'i .I t0 tptVV1 Td: Q u71ef F d O WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM 4 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 TYPICAL ANCHORS i TYPICAL ANCHORS C SEE ELEV. FOR SPACING SEE ELEVATIONS FOR SPACING � 1/4" DIA ULIR.AGON BY 'ELCO (F.-177 KSI,ry-155 KSI) 3 O W INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �t3 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) w O THRU 1BY BUCKS INTO CONIC. OR MASONRY c a 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U n x W ii I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY S z G!Y2 1-1/4 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) I 3 " MIN. EMBED INTO CONC. OR MASONRY (JAMBS) O g .. I 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE S CRS) I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8') NTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8" THK. MIN. (Fy 36 KSI MIN.) 4 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN,) r (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4 eornp(T1nQ trOh Mt TYPICAL EDGE DISTANCE Mle 1 it 11 INTO CONCRETE AND MASONRY - 2-1/2" MIN. N INTO WOOD STRUCTURE = 1" MIN. Mhol DO& ad collhv) O i i to i INTO METAL STRUCTURE s 3/4" MIN. gym I.t N It t ••• •t&ICRITE;T Oft SCL�t Co . 3000 PSI MIN. - ° 22 • C�0 HOLWWI{FTl4fi0 OI.OQIf JAMBS /'m a 2000 PSI MIN. I I I I 7 - 3 ••• •I�IM�'Y•MA��f H=X ;R JVIP HEAD. . 1 i 23 I 1 a VI •- Efler.JAVAD AHMAD CML 1 FLA•PE/70592C.AN.3535WEEP SLOTS �� • ••• • •OPTIONAL • ZT CONCRETE• • •TYPICAL ANCHORS • •• • • • • • • SEE ELEVATIONS drowiny no. 1/2"MIN. FOR SPACING •• • ••• • 000 • W 13-03 THROW BOLT 6 PENETRATION OP RAS DOOR DETAILS JU5 2013 sheet 5 0(10 ••• • • • • ••• • • • • • • • • • • • • • 000 •• • • • •• •• I 1/4"MAX. 1/2"MAX. SHIM © 2 © LOAD BEARING IBY WOOD BUCK Z SHIM SEE SHEET 1 2 TYPICAL ANCHORS F a SEE ELEV. ACTIVE LEAF S z FOR SPACING ..y P= ." CONCRETE OR BLOCK j 22 IO j Q h v G o` �t TYPICAL ANCHORS g > _ _ ) PSEE ELEV. e FOR SPACING 17 EXTERIOR Z I 1 D.L.OPG. METAL STRUCTURE 38 7/8"MAX. LOCK OPTIONS LEAF WIDTH SEE SHEET 4 39 5/8"MAX. DOOR FRAME WIDTH p� } Z mm� O W 1/2"MAX. }{ Q Q LOAD BEARING a 0.Kg 1/2"MAX. SWM '02 LOAD ING. r� SWM © 2 E LGCK OPTIONS 20Y W000 B M SEE SHEET 4 OR TYPICAL ANCHORS" ` WOOD STR URE SEE ELEV.. ACTIVE LEAK INACTIVE LBAF EE NOTE HEET I g z FOR SPACING, _, P= 1 0 22 10 22 18 0 e' 17 gg 22 TYPICAL ANCHORSSEE ELEV. g II 7 D.L.OPG. 8 8 O.L. OPG. FOR SPACING 38 7/8"MAX. LEAF WIDTH EXTERIOR Myr eM g•� DOOR FRAY M(p • • • ••• • adNd Q L Engr:JAYAD AHMN � ,� CML i G.AN.t5792 •• • • • • • • • • • • •• • • • • • • tlYOWIl19 AO. ' .. ... ... W13-03 DOOR DETAILS JUN . 5 2013 sheat 8 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i TYPICAL ANCHORS 181'WOOD BUCK _ 4ftv 3 EDGE DIST. SEE ELEVATIONS .EDGE DIST. SEE NOTE SHEET 1 1116 0 FOR SPACING a. " pY I . a ..CONCRETE.° Z ; s { a CONC 41E 0 Z W Q d a W 0 I 22 N 13 16 Y�aG n #10 X 1/2' THREAD CUTTING MACHINE SCREWS It O 6'FROM it EACH END N k AT MIDSPAN 28 II TYP.HEAD/SILL xx tl 1/2"MAX. I LOAD BEARING id 1&1 I SHIM 2 I I/4^4/0(. IS ; Z UJI 9 2 FSHIM 4 WITH METAL (r__ a0 t O -j imn a 0 a fl o o §"EXTERIOR o 13 18A IJ 36 7/6" O.L.OPG. MAX.LEAF WIDTH 39 5/B'(X DOOR) u I SIDELITE WIDTH 78'(XX DOOR) c n MAX.DOOR FRAME WIDTH A ' ___...._FRAME WIDTH A TYPICAL ANCHORS wSEE ELEV. FOR SPACINGfl•r11s YrW ' rh N IMM 1 G t It •• ••• • • • • • ••• a NOAr o 22 13 • • • • • • • • Mhtr1U sProdMN9 w 16 • • e• • • • • e n lS o< ••• •• • • •© A I II 1 • • • • • w G • t '�j�'— A © 1 1 •• pl — Ener:,NYAD AHMAD iS ,1 qg9 HI PROFILE \ LOW PROFILE rn FLK PCE.ML 70592 SIDEUTE • • • • s C.A.N. 536 IT .CONCETE . 6 K : • CO ETC � a ' ' . • •• • • • s • • drowing no. ' v EDGE DIST. TYPICAL ANCHORS �� • EocE DIST. TYPICALHORS • 000 • 99* . W13-03 'SEE EILEVATIONSeiI1CI RG NS FOR SPACING SIDE FOR SPACING SIDELITE DETAILS JUN r2013 sheet 7 of 10 • • • • • • • • • • ••• 0 0 0 0t• • • ITEM/ PART/ REDD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARK8 �� 6063-76 1 T-51493 1/DOOR FRAME HEAD 2 6083-78 T-51494 2/DOOR FRAME JAMB - 3 1/LEAF DOOR TOP RAIL 6061-T6 - 0 3 T-51503 6061-T8 - 4 T-51492 1/LEAF DOOR BOTTOM RAIL - �" I g T-11502 2/LEAF WEATHERS6063-T6 ILTRIP ADAPTER 6053-T6' 6 SW-28698 1/DOOR TMRESHOLO 6063-T6 - 7 T-51520 '/LEAF HINGE STILE - ! 6063-T6 - LL g T-51496 1/LEAF LOCK STILE 8083-T6 - p a d g T-11500 AS REDO. SIDEUTE SLIP ON JAMB I` 6083-T6 - 10 T-11501 1/CORNER ASSEMI3LY STIFFENER _ It FD-107 3/LEAF Bl1TT HINGES(.122'THK.) ALUMINUM SULLNAN h ASSOC. 0 0.Q o g 8065-TB - eb GD 13 T-11498 AS READ. SIOELTIE GLAZING BEAD 6063-T5 - 0 K 14 1-51504 AS REGO. SIDEUTE BASE ADAPTER 3003-H14 LL 1A 15 - AS REQ. SIDELITE REINF.CHANNEL _ J v Ins J 16 T-11498 AS REOD. SCREW CAP(OPTIONAL) 6063-TS - AS REOD.. SCREW CAP(OPTIONAL) 8063-TS - Q w E 16A - STEEL - 17 - 2/LEAF 3/8"X 18 THREADED ROD - 2/LEAF 3/8"X 16 NUT - 19 - AS REM. PVC INSERT 20 - AS REDD' ULTRAFAB VINYL VI - x 8 22 pW-101 AS REOD. BULB WEATHERSTRIPPING _ SCHLEGEL 23 PB-8400 AS REOD. PILE WITH INTEGRAL FIN W STRIPPING PELTA IND. ; O W 24 6025 AS REDD. FLUSH BOLTS KWBCSET 25 CP-B111 - ENTRY LOCKSET F Q AT ALL FRAME JOINTS y7 26 je X 1' 4/CORNER ASSEMBLY SCREWS.FH SELF DRILLING X_ 27 p8 X 2-1/2" 3/CORNER ASSEMBLY SCREWS.PH SMS O.W 28 #e X 1-I/2" I 2/CORNER I----E ASSEMBLY SCREWS FM SELF DRILLING - U r- 23J j I OV a SEAL ANTS: FRAME AND LEAF CORNERS,METINSTALLATION AL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. 8 o� D �1� wll4tM c 411AM1�C�� DY-+-+�y� �f't� o•D h g • •• • • • • ••• • Ea4r:JAVADAHMAD 0 FLA.PE 170592 '^ C.A.N.3578 •• • • • • • • • • • dmwing no. • •• W13-03 .. . ... . ... . JUN 5 2013 61,661 a oL to . . . . . . . . . . . .. ... . . . .. .. ... . . . ... . . 4.000 2.125 .078 1.594 1 1.445 o � 1 .0621 0.375 M _ 1.� .375- .838 .7{8 .688 + Z ZE------------- I �- }--- i J. 1.494 045 :2. 2 f a I + 666 v I b 1.963 OO WEATHERSTRIP ADAPTER IB SCREW CAP 12s 1 FRAME HEAD 1.252 2.162 ® a n 2.250 838 045 2.000 ® n d g g 1.897---moi L 1.963 .078 5/18'ON. Zto SIDE LITE GLAZING BEAD 01 STEEL PIN I (D 4.000 SAM m ul el .078 4.895 1.75011 Li .875 l-,.500-i1 I II II m FRAME JAMB I----4.000 F--t s1s �1 2.000 ® u x1.750-1 O HINGE STILE 14 SIDELITE BASE ADAPTER 9___ ® 8 2q 81 II �4.224------1 19 ALUMINUM.HINGE V .078 .250 4.000 1.750 $ Z 3.300 2.139 1.125 I a .078 I O r,2 1.540+1 II 4.816 O .876 fes- 4.908 TOP RAIL O LOCK STILE 10 ASSEMBLY STIFFENER 2.Os7-1 o�} .878 .078 1.445 i, w ad a tanpbleS wtt4 ma 0Y CW`�r n TT 2.406 14 •8 Mbml a hodOH 1.856 (�� 1.125 c•i ( .-_ o g .078 �---4.158-� •.• ••: • • . .y ,� z 5.500 6.000 �9 0 5.768 •• • s•• SIDE LITE JAMB • • a • 1 • • • n L �^--2.177 .OSS 3.750 Enpr:JAVAO AHMO CML 1 C.A.N.FPE SS 8�2 - • • • • gg 1.375 • • • • � ••• S 3 .500 •• • • • • • • • II • • • • • • Browing no. 4�1.750� T -062 I • •• • • • • �--v • • 4.000 16A •• • • 1s • ••• . W13-03 O BOTTOM RAIL THRESHOLD SIDELITE BASE GLAZING BEAD SIDELITE ALUM REINF. sheet 9 of 10 • •• •• • • • •• •• 4u / n / f rCg�v O / ILa^:� 0 DOOR FRAME TOP CORNER SIDELTE TOP & BOTTOM CORNER SIDELITE SLIP ON JAMB CORNER 3 O w O > �+ 8 �Z 0 27 17 wpp , 178rld Yr A camp 6 X14 W9 c �alE ttat��ot 3 N 10 /" MNwI rraieN •• •. . • 0 o es • • . • • • Engr.JAVAD AMM •� ave A.N.ij57708592 o n • ••• • • DOOR FRAME BOTTOM CORNER • • • • drawing no. .. ... W13-03 AF TOP & BOTTOM CORNERTOP & BOTTOM CORNER JUN 2013 sheet loot 10 • • • • • • • • • • ' S 1 �5 ri> EL 4 " MIAMI-DWDE -D COUNTY T „ NTR SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidad&g2v/economy General Impact Glass&Windows Corp. 290 West 78 Road Hialeah,FL 33014 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 siidh 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 FloAdd%wilding Code, including the High Velocity Hurricane Zone.- .`. "" "••;' DESCRIPTION: Series"11000 High Impact 9'0" Aluminum Sliding Glass Door"L.M.I., •.: •••�;• APPROVAL DOCUMENT:Drawing No. 15-161,titled"Series 11000 Impact S1fd1hrilass Dodr",sheeV.,,• 1 thru 7,7A,8 and 9 thru 18 of 18,dated 06/04/15,with revision#1 dated 06/04/16``ie�ared biy`Tnteco, • Inc.,signed and sealed by Walter A.Tillit,Jr.,P.E., bearing the Miami-Dade Coutlty tinduct Control*41 Revision stamp with the Notice of Acceptance number and expiration date by the i,Jftgi'Dade Comity 000.00 09:000 Product Control Section. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••••• LABELING: Each unit shall bear a permanent label withthe manufacturer's•i;W1ie;or-l09'0pity, state,••- model/series, and following statement: "Miami-Dade-County Product Control Approved", unh0otherwise noted herein. ' RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an`endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure ' to comply with any section of this NOA shall be cause for termination and removal of NOA. • , FMda, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official.- This NOA revises NOA#13-0930.13 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0622.15 MtAMMODE COUNTY Expiration Date: December 11,2018 14�t� Approval Date: September 10,2015 Page 1 t a General Impact Glass&Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA# 08-1003.06) 2. Drawing No. 15-161,titled"Series 11000 Impact Sliding Glass Door", sheets 1 thru 7, 7A, 8 and 9 thru 18 of 18,dated 06/04/15,with revision#1 dated 06/04/15,prepared. by Tilteco, Inc.,signed and sealed by Walter A.Tillit, Jr.,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, f 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 - along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.F T -5626, dated 07/22/08,and addendum letter dated 11/14/08,signed aftdAaded by.M19s '••; • Rionda,P.E. ' ' • ...... .. ...... (Submitted under NOA#08-1003.06) •••••• •• .... .... ..... C. CALCULATIONS • ...... ... . ..... 1. Anchor verification calculations and structural analysis, complyingVith FBCr5th ...... Edition(2014),prepared by Tilteco, Inc.,dated 06/04/15,sigptdagd sealed by Walter •• A.Tillit,Jr.,P.E. •••••• p 2. Glazing complies with ASTM-E1300-04 ...... .. . .... . . D. QUALITY ASSURANCE _ 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. Manuel PeP64P.B. Product Control Mm&lner NOA No. 15-0622.15 Expiration Date: December 11,2018 Approval Date: September 10,2015 E-1 i .. General Impact Glass&Windows Corp.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-51b Edition (2014),dated June 12,2015, issued byTilteco,Inc.,signed and sealed by Walter A.Tillit,Jr`.,P.E. 2. Statement letter of conformance,complying with FEC-2010,and of no financial interest,dated September 17,2008,and January 27,2012,issued by Tilteco, Inc., signed and sealed by Walter A. Tillit,Jr.,P.E. (Submitted under NOA#08-1003.06) 3. Laboratory compliance letter for Test Report No. FTL-5626,issued by Fenestration Testing Laboratory,Inc., dated 11/14/08,signed and sealed by Joseph Chan,P.E. (Submitted under NOA#08-1003.06) G. OTHERS 1. Notice of Acceptance No. 13-0930.13, issued to General Impact Glass & Windows Corp. for their Series "11000 High Impact" 9'0" Aluminum Sliding Glass Door — L.M.I.,approved on 12/05/13 and expiring on 12/11/18. 0000 . . 0000 0000.. 0000.. 0000.. 0000 0000 . . 0000 ..0.000 0000. . . 0000. . . .. 00 00 0000.. 0000.. . ._0 . . 0000.0 ...... . . ...... 00 0 0000 0 0 . . a. too i Ma Nuel Pe P.E. Product Control E a Ener NMA No. 15-0622.15 Expiration Date: December 11,2018 Approval Date: September 10,2015 E-2 GENERAL NOTES: 1. SERIES 11000 HIGH IMPACT SLIDING'GLASS DOOR, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND•LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING 10. PROVIDE 1/4" MAX. SHIM SPACE (TYP.). ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. I N yy� pppg p�E M Ep ER p�CE 7 'o SHgLL 11. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MANUFACTURER LABEL SHALL BE PLACED ON A IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DELTIGPLYINGOTHEM BY O.6RININORDER TO COMPARE THESE FOLLOWS:DSIBLE LOCATION, ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MU W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. GENERAL IMPACT GLASS AND WINDOWS, CORP. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN HIALEAH, FLORIDA ALLOWABLE STRESS FOR WIND LOADS WAS 1>lOL USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. TO VERIFY FASTENERS IN WOOD. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A THIS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESTING LABORATORY, INC. LAB REPORT # 5626 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1616 OF THE FLORIDA BUILDING CODE. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM 2. REMAINING COMPONENTS FOR THIS SLIDING GLASS DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE AND COMPONENT SHEETS 2 AND 3 RESPECTIVELY OF THIS DRAWING. CONTRACTOR'S RESPONSIBILITY. 3. MAXIMUM A.S.D. DESIGN PRESSURE RATINGS FOR THESE DOORS SHALL BE AS SHOWN ON (c) THIS PA.D, WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. SHEET 4. SEE DOOR ELEVATIONS ON SHEET'S 4 THRU 7 FOR QUALIFIED CONFIGURATIONS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL 4. THIS SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR WILL NOT REQUIRE A I.IIIPRIN.ANE ENGINEER OF RECORD THAT PREPARED IT. PROTECTION DEVICE, 5. THIS SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR IS APPROVED FOR AIR AND WATER INFILTRATION. THIS OBTAIN RM TSSHALL IN E OF FLORIDAONLY BTO 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy=25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7 ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES'OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND .90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G=0.55. AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH (SEE SCHEDULE ON SHEET 7A). " PRADUCT REVISED (A) TO EXISTING POURED CONCRETE:`(Min. Vc = 3.192 ksi), MIN. EDGE DISTANCE = 2 1/2", se camoyInpvNh*0 Flarms Bccepf Code - 1/4"0 TAPCON W/ f 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC (COMPONENT, AarytMKeNoI✓'d4 •I$ THRU I* P.T. WOOD BUCK nos DW 1/4"0 KWIK-CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILT[, INC (COMPONENT By F THRU 1" P.T. WOOD BUCK. misai see (8) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK MIN. EDGE DISTANCE 2 1/2". •• ••• • • • • • •• 1/4"0 TAPCON W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDER, INC. ;COMPONETr f'•• •t{ Ole, THRU 1" P.T. WOOD BUCK. • • • • e y ��== �N DAM� 1/4"0 KWIK-CON 11 W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILT[, INC (COM PONE i9 !•Tit •• E I FLORIDA BUILDING CODE H Velocity HuMc•neZone THRU 1" P.T. WOOD BUCK. ( Iph ) (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE = 1'. ; 02615 aaeo MC. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR WAMW - 1/4"0 TAPCON W/ 1 1/2" MIN. THREADED PENETRATION, AS MANUFACTURED BY ITW BUILDEX. INC. t No.44167 •; (COMPONENT (D) TO EXISTING-MIN. 1/8" THICK ALUMINUM MEMBER,(6063-T5 ALLOY) MIN. EDGE DISTANCE _ ♦/ * IL E C'0,100. - - FL 3x014 os/DATE 1/4"0-14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COTd ENr 1 . •'• • nwr nOSnx••EN4MURM COMPANY p"02((Jos))565-5+03 PP� {' • •f� Pae m Mn r.Me 51001 a SOMI n Gia FAX:(J05)65E 88e9 (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A-500, A-653 OR A-36) MIN. EDGE•DISTRE 7y . 16 .•'01. n.":aaslTn+-+e a.n.+la•a1_nl+ GE --p- 15161 1/2". •• • • .-.dc 5xernoW.com '""ss �+s mumxo x" � Ee-0005)18 1/4"0-14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. COMPONENT -y ` NKiDI A TU1f Jr. P.E. O •mom �� e�m rc ( )• Fl,ORIOA Ib.{41117 au 26.11 , /N/NN SNCEF 1 OF l5 ••• • • • • 6:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS ITEM / PART # DESCRIPTION MATERllLL 1 GIC301-1 FRAME HEAD 6063-T6 ii I 3 2 GIC302-1 FRAME Slll 8063-T6 3 GIC303-1 FRAME JAMB 6063-76 n v1 iww I 4 GiC304-1 TOP RAILGo 6063-T6 d s m 5 GIC305-1 BOTTOM RAIL 6063-T6 .I.I 6 GIC306-1 LOCK STILE 6063-T6 I• 34 7 gC307-1 MEETING STILE OUTER INTERLOCK 6063-T6 9 8 GIC308-1 MEETING STILE INNER INTERLOCK 6063-T6 2 9 GIC309-1 CENTERMATE FEMALE ASTRAGAL 6063-T6 rj -� 5 ✓� 10 GIC310 GLAZING BEAD 11 GIC311 INTERLOCK STIFFENER 6063-T6 EXTERIOR 12 to In GIC312 RETAINER CUP• 4"LONG 6063-T6 18 18 0 13 - GIC313 FIXED PANEL CUP,8" LONG 6063-T6 SUBSTRATE 14 - OPTIONAL INTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REO'O FOR 7'& 8'DOORS 6063-T6 31 (SEE SCHEDULE 15 - OPTIONAL EXTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REWD FOR 7' &8'DOORS 6063-T6 ON SHEET 7A) 17 W223511K TOP RAIL + JAMB + STILE + ASTRAGAL WEATHER STRIPPING NEOPRENE 18 GIC315 BOTTOM RAIL SEAL VINYL / 19 gC314 SETRNG BLOCK NEOPRENE 20 GIC315 GLAZING BULB NEOPRENE 21 FASTENER PANEL ASSEMBLY SCREWS,!10x1 1/4"P.H.S.D.S. S.T. STEEL 22 FASTENER FRAME ASSEMBLY SCREWS, #100" F.H. S.D.S. S.T. STEEL 9 OR 23 FASTENER FIXED PANEL CUP FASTENER, (3) #100/2" PH S.D.S. S.T. STEEL 24 - PANEL GUIDE (TOP ONLY) AT EACH END OF EACH PANEL O 2/PANEL CELCON , 25 #1939-6010-55 GLASS PANEL ROLLER ASSEMBLY AT(2)®PER OPERABLE PANEL O EACH END OF PANEL ST. STEEL GLAZING DETAIL 26 FASTENER (2)1/4'0-20x1'LONG T.H. S.S.M.S.TO SOLES/ATRAGAL FOR EACH ROLLER ASSEMBLY FASTENING STEEL HANDLE LOCK (INTERIOR AND EXTERIOR) O 36 1/2"/BOTT0M WITH LOCK SECTION 27 2300-10SS/ #623Z INSTALLATION SCREW (2) #6-32x3/8" F.H. M.S. S.S. INCLUDES ZAMAK ST. STEEL SCALE: 1/2"=11" HANDLE O 35 1/2"/BOTTOM W/#10-24x1 3/4" O.H. M.S. S.S. 28 2500-10612 LOCK STRIKE PLATE W/ STRIKE PLATE MOUNTING SCREW(2) #10x1 1/4"P.H. S.D.S. S.T. STEEL 29 ANCHORS 1/410 IIW RIM WCON*XHOR OR 1/4'0 HLTI KNK-OONN I NCFOR(SEE 93MU ON S1W 7A) STEELPRODUCT REVISED 30 ANCHORS 1/4_0-14 ITW BUILDEX TEK SCREW (SEE SCHEDULE ON SHEET 7A) STEEL a/owaplyk%wt&the pla" Building Coda 31 GLAZING SILICONE SEALANT STRUCTURAL SILICONE GE SCS2800, DOW CORNING 795 & PECORA 896 STRUCTURAL SIUCONE Amplm No 15.062 oN"'m ,(fa 33 LASS + (1) 0.088" BUTACITE PVB, INTERLAYER BY K_URARAY AMERICA. INC. + (1) - MI t ede Pradu6t Ca 0.185" HEAT STRENGTHENED GLASS. ` BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. • • • I 34 _ 3" FROM CORNERS MAX. AND 12" O.C. (MAX.)•AT MID-GLASS BITE • •• ��ELEVATION, BY FRANK LOWS RUBBEL ANO GASKET FLB-28, CL`7!J)(t. o 0� Nuaa o"c"I" FLORIDA BUILDING CODE(High Velocity Hunicam Zone) ,•� J 62615 MEco INC. SERIES 11000 HIGH IAWACT SLIDING O1Ax"e1 r G GLASS DOOR Fu. No.44167 i "' - • ... `Z,•i�•'., .►,1 - I �• -HIM *k iLe 3'614 • • • - •-'�•C-�S V�1- 111• rib O�IIC. nO W L 37014 o6/o4 15 • • • TIWT TLETMO 4 ENOR/EElle/w 1xn1►ANY P114NE: ••• ••• • ••= •J,fit�./ fff 1,y6 MNMa...N:q(+aasJ.6nf4-,l6in06,.NreIO.Iu:(aCoN6WOd13-.laN 1iNp FAx: ro -eaS7 wgP-1. 15-161 EB-0006716 OWx4ia Ne WK1ER A T21Jfh P.E. �.• mew 66[ •r.e• nNr6• NR FLORM LR."167 e:011J01 '� ►/NN sNECT 2 or la ••• • • • • ••• • • • • • • • • • • • • e •• •• e.6 • • •• •• ••• • • • ••• • • 012• 1.25' 1.289' •123' .375" .223' R.031' .4 RA22' .045• 4, .277 (4) 4f .27 .748' .062' .312' - 1.1 2' .096' •�• .062 .146 1.110 R•�• .110' .049' 1.803•- 1.749' (2) L.OD4' R.031' R.140 .134' .062 1.865' 2.199' 1.152' (i3) 2.825' R.O10' .094 T.7el 3.500 r ole (2) o. 3.600' 1� R.t25 20' ,2{' 2.110• 1. 4' (3) .078• 2.1 9 .4 .138 .062• .082 .062 .244'(3 Y 5. 7' .492 9.4 S• ,25' 01 30' .07.68.7 2.18a• . s• .2�. .S 2 1.749' R.010' .086• .748• 1 90- R.FULL V .271• .n2'7 S• 018� .049' R.o22 0iia' � Q1 FRAME HEAD 5.715' 8.(4) 8083-T8 2 FRAME SILL -062• 4 (4) ,.2es• SCALE 1/2-,' O 8083-78 AL1 1' O TOP RAIL O BOTTOM R� .o6z 6063-76 _ SCALE 1/x•-1- (5) WALE f/2--l- SCALE 1/2--l' .937' 3.000' O3 FRAME JAMB 2.125 els 3.437' •975' 6063-T6 .078' 8.062' 3.000' SCALE 1/2'-1' .,30 (2) .141' .094• .10 RF.12r 264' .094• .1023• 39 KO .976' DRILL V ,075• .6 RA62 3.000' 20'X - .ON•;• .022• RA22' 975' 2.125IS oP94 .045' If7• -094''094'- 1.749' A22' .045' .9S', .125 OAST•1.501' �4, 1 S .125' .312' .123' .107' .094• 1. RASO' .la'06R.094• .123' 6"R.094 .188'REF. R045' 2.064' .045R.022' .045• ,943' .094' .1. a+ .018•(z) 094 (2) 1. s' ,88' .691• 2. 4 130' 328' qEF. .143' 2.125' 1.3x5' REF, .031 ,650• x.562' .312 .ole• 2.189• .094• a 5 ' 1) GLAZING BEAD .094 .I88'TSF. © LOCK STILE ,25• .27e REF. 8.062' 082• P.o4s' 125' 60E 1/2' i A63' (3) sauE 1/2-1' Saul nTe• �7 MEETING STILE OUTER INTERLOCK ®,MEETING STILE z3s• 2500 ' 6063-T6 INNER INTERLOCK 09 CENTERMATE -.1o.- SCALE SCA E 1/2•-t- 8063-T8 FEMALE ASTRAGAL RA35' -.036• .124' 062• SCALE 1/2--1• 6063-T6 .631' 1/2--1- DRILL V ft.FlR1 .367' .077' 1.591^SCALE 1/2'-1' 8.035V-Z-7. 1S 1020 X� R031' V1.793• .024'120%.015 OP. P.I..113' 70 .082' .073' .3294' 'S5' PRODUCTRBVIS®78'.125' .951• R'02. .188• .194' .156' 123• 1.2 3' 2.014' a,t ,gylegwllhtlgptoAd•.125' ( ) P.070' ,28T R.109' .560' (TYP).062• .0JD• .371' 125'1.585' .52 . im Dab a 10 INTERLOCK STIFFENERREMINER-WE 1 OPTIONAL INTERIOR By 6063-TB 1 FlXED PANEL CLIP REINFORCEMENT FOR ® OPTIONAL EXTERIOR AM 2 "� 6� �'t'c• 6063-T6 {'LONG SCALE 2'-1• SCALE'/2'''' WALE v2-+ s ibHc "; ; ;��1)Vi ABAL REINFORCEMENT FOR ,'-,' • •• • • 6peyTe_• FEMALE_ASTRAGAL .231' • •• • • i • +• MAN OADE COUNTY R.OI S• E • • • • • 1�r• f SCALE 1/2.78• .045' s.zo3 •• ••• •• �.�/ i FLORIDA BUILDING CODE(Hipp Veloft HurrIcam Zone) 1 s• 014 .2 z 4 •• �Q ✓ ems ruxm INC. oRON w: • 9 - SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR EAI. COMPONENTS .OIY .032' A29' _ _ r• • - I E y O INe. - - - - - 290 WEST 75 RW- 00/04/15 '� _ - '�• T • • • •' : +6AtEA11.FL 33014 .220• .194• •• • i + ♦ illllr 7F9rNO!EN•RAMU4•COMPANY PNONE:(SOS 368-8103 �/Qp A� • \ UY NA.]NY.>l.b]W YVi 4A GVEOK R aA1M FALL (3053 ee6 6665 • •• if♦+NNN�'VF ?• nN•�,wslv,_ta70'.r..:_welm-lesl �a...yxNrolinPaet.mm 15-161 1® SETTING BLOCK ® GLAZING BULB •• •' i},, ! , r ^� mtK�.�N ORA9tN9 Na ®ooDs7,a NEOPRENE NEOPRENE a WALTER A Wulf Jr. PE. an.w IosNNA us eearaa SCALE 2-1' SCALE 2'-1' syI �44 rtAm04 u0.HIl7 MEET J OF 16 • •• •• • • • •• •• ••• • • • ••• • • FRAME WIDTH (SEE SCHEDULE A/8 B/9 B./104 B/9 A/8 DET. X/7A-,,__� I DET. X/7A,, I DET. X/7A_1_ SIM. `) III �� . MAXIMUIM A.S.D. DESIGN PRESSURE RATING SCHEDULE FOR A MAXIMUM a3 a FRAME HEIGHT. FRAME WIDTH. D.L,Q. HEIGHT & D.LO. WIDTH 49 3/18" MAX. A.S.D. DESIGN MAXIMUM MAXIMUM MAXIMUM MAXIMUM —MAX. FEED PRESSURE FRAME HEIGHT FRAME WIDTH D.L.O. HEIGHT D.L.O. WIDTH . PANEL WIDTH 49 1/4" . RATING - OPERABLE D/11 PANEL WIDTH D/11 3 +85, —85 psf 1 8x / 15 psf AT WATER 9'-0" 16'-0" 99 3/4" 42 3/4" Cqll�/11— / / / / / / C 11 +91, —99 psf 0 6 / / - & 8'-0" 16'-0" 87 3/4" 42 3/4" 15 psf AT WATER 1 I D.L.O. WIDTH 1 SEE SCHEDUL 0 x x 0 DET. V7A +100, —120 psf b w & 7'-0" 16'-0" 75 3/4" 42 3/4" 15 psf AT WATER Nµ X/7A X/7AT r. DET. T__ DET. X/7A LrJ DET. j--- x A/8 B/9/ B'/10 B/9 A/8 SIM. TYPICAL EXTERIOR ELEVATION (OXXO) 03 > Tm1a. SCALE: 1/2" = 1'-0" BwTdnCode Aoceplenu Hol -Ofp Dale * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. BYDe Product(knQol • . NNNI DAOE COUNIT •• ••• ••tttt .�„`R. j✓ FLORIDA BUILDING CODE(High Vebdty Hun cane Zone) ems TIDECO aHa SERES 11000 HIGH IMPACT SLIDING GLASS DOOR °mm on ... 3. . No.4416] �^.�• _ - - 06/04/15 - g IL E C O imc. . FHPUM1.TFL 33014 .,,E •• • w TRUT TWNO t ENOINEEMNO COMPANY RHONE • •• • ? ( ! •s•nxwo.oeaD.oa1,vNi-.�san•E..wwwaei.4we`iU•maq-isan ss�w rwwgen103 FAX(3x06 -6665 mpoet.com 15-161 •• • ••S "-,r,xR:teNCo•ool.tom Ly S.NL elv.N.N DRAWING No 3i 0 (P-0006710 t WALTER A RIRP.L �'.• �� . •� iry X61 f_MCA M.44Jr..167 I •s.a-.p �� SHEET 4 OT le • • • • • • • • • • RAME WIDTH(SEE SCHEDULE`• ME WIDTH (SEE SCHEDULE FRAME WIDTH (SEE SCHEDULE•` A/81 DET. X/7A,_E'/9'41 A/8 B/9 • X/7A q/8 B/9 ET. X/7A klqNNc �' wa. Nuc r_ b L L y yd b / D/194 D/. 49 3/16" _ 49 3 18" 49 1/4" D 12 MAX. FIXED 49 1/4 D/12 49 1/4' MAX. FIXED OPERABLE PANEL WIDTH OPERABLE . D/1 OP PAN0.M1DTH D 13 PANEL WIDTH . PANEL WIDTH = PANEL WIDTH s 0 s /3 3 „ I• 8 H V UU pp N V N W • ,F _ • } • WC , / CIT W C/12 •,C/12 C/13 / 1�C/13 w / .� 'I / 1 / 1 1 D.L.O. 1 D.L.O. i I O.L.O. ; Fl 1 SEE SCHEDULE •• 1 1 C SEE SCHEDULE•• 1 SEE SCHEDULE`• I j .0 x o LD,. A X 0 1 /1 C X g ' Y/7A DET. Y/7A U.Y/7A LT di J L ` ' J l L A/8 DET. X/7Aj--B/9 NUA/8 `g/g t—DET. X/7A J L� q/8 `B/g DET. X/7A NA` TYPICAL EXTERIOR ELEVATION (OXI TYPICAL EXTERIOR ELEVATION (X0) TYPICAL EXTERIOR ELEVATION (XX) SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-0" * SEE SHEET 7A FOR MAXIMUM ANCHOR PRMUCTREVISED ` * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. SPACING AT JAMBS. +•aolePlyhlgwlh 111e Ftorfd4 ' 13midoy CoM A4ttgmcoNu,�'O lg Dim La Dy Mien DWoProduclConw FOR MAXIMUM FRAME & D.L.O. • • j1S71h0� • • • SEE SCHEDULE ON SHEET 4 •• X411 A, /K_ •: •• �T NYW OMDE CWNIY ••• 44 + L •• FLORIDA BUILDING CODE(High Velocity Hurttcene Zone) Of01e nTECO W SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °Am•P' No.44167 T` OWN m • Z .a.• �. /15 ' • 'L ECO INC. y s2WF/ WRe wtl 08/OA4X • • ' • • 1W TEl M•EMOINEEw COMPANY P/ICNE:(SOS 55e�B103 • • " l ! • dye"1f ssw s,r.aa•, aamn,n ss�r.., FAX:(3oS23 1Me-0ee3 • um .•►��. • nw.:ao•)a-1314..«.a•e)rn-Irn Wo�kss m.q•n•.•pmpoot•om 15 181 • •00 ..•' 000 • •-mdk UlMcoe•al.cam TCrms aJb� � ow3Wxo N• WIUF7t Ak. P.E. e•.row •as wn.aa Sin 11ORIOu1 Lk.4414i 87 ou 1•aw ,~ SMT a 0/1! ••• • • FRAME WIDTH(SEE SCHEDULE FRAME WIDTH (SEE SCHEDULE ••) A/8 DET. X/7A,,- - DET. X/7A_1•/10l r A/8/) DET. X/7A1_-6/9 DET. X7A1_- Sim8 r b b9 b b D/15 49 3/16' D 1 5 49 3/16" MAX. FIXED / D/16 MAX. FIXED D/16 - PANEL WIDTH 49 1/4' - . PANEL WIDTH 49 1/4- OPERABLEMAX. OPERABLE PANEL WIDTH PANEL WIDTH IL C/T5 // / // .`C/15 C�16 \\ \ \\ Cj16 ( 1 II D.L.O. 1 1 SEE SCHEDULE•• I I D.L.O. (SEE SCHEDULE'• 0 % x / \ 0 0 DET. Y/7A y WV. A/g DET. X/7Aj-- '--; DET. X/7AjB•/10 A/84 DET. X/79---8/9DEi. X/7A1---'''A/8 r SIM. TYPICAL EXTERIOR ELEVATION (OXX) TYPICAL EXTERIOR ELEVATION (0X0) d �l a. SCALE: 1/2" = 1'-0" 1 SCALE: 1/2" = V-0" n �0a0ral l5 Dm SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ey ivRem P2•du01 •• ••• • • • • • •• 00 i d Ma.nom'• i i • �/ �Q A� • 102,0 DAM couNrc ••• A••' �. V• .•• FLORIDA BUILDING CODE(High Velocity Hurricene Zone) •2013 mrEw M SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR owsm W. = No.44167 •• itL FOR MAXIMUM FRAME •• .� * 4.]2:Yf.w.AT)ti7S1Y-.fex.r•.:(wy2r1-is�l u�.�t�Cam R�vn�A «2rinAaoY.gHwfuJEsCrr>s woewE — 00/04/15iL ECO FL e0i OsS-eeoSEE SCHEDULE ON SHEET 4 IlLiff T7W• N••E01 10 GWFANY aMNR9fl?IN m{aal.eam 15-161 OUVANG N. • • Z •-mall:NUe••odsom 'l1F C/" .fbbwbs •• •• WKTER A TEN b P.E m'� sm 2•eo�• 2m FLOw10A tic.��ib7 M.MI11 ti�ryi rllr/ sxEET a or fe • • • • • • • • • • • .• •• • . • •• •• ••• • • • ••• • • c RAMS WIDTH (SEE SCHEDULE ++ A/8 B/9 B'/10-1 B/9 A/8 DEL X/7A1DET. X/7A1__ Mr. X/7A-,, SIM. L^ L� 49 1/4" OPERABLE - PANEL WIDTH - D/17 D/17 F. 0 3 S fi C 17 N � / // Cv W D.L.O. j SEE SCHEDULE•• V 1 x x x X % i DET. Y/7A bT L°$ NL1C � DEr. X/7Ar---- DEr. X/7AT___- DET. X/74T--_ T. A/8 B/9 B'/10 B/ A/8 YN[ SIM. PRDDUVrRBVISBD Its eomPlyhlg*IR1The Ftaif9 Building Cove Aueplwle9 Not " kOOMe SCALE: 1/2" = V-0" °y aN 'k SEE SHEET 7A FOjtek"MUM ANCHOR S►ACINO AT JAM". • • • ttKttt ihy • • .. A. �i • IAW WOE COUMIY ••• •14�7L ,...R.,1•Ir • FLORIDA BUILDING CODE(High Velocity Huffimm Zane) d 02016 InTEW Ma SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR =" ++ FOR MAXIMUM FRAME h D.L.O. .S riLL SEE SCHEDULE ON SHEET 4 2x90 WEST 76 ROAD 06/04/16 ••• • • : - 11LIECO,N C. 1dLEMb FL 33014 DATE .sYaTCp t7w TLtr1110!MOINFiILINO COMPAW PHONE:(JOS 659-8101 44—.22F ws.rives occas N ana fA1f:(J05 856-8963 15-161 ••• j4 • •} i Fru:Liw)ht-WO.fw i�]OS)nl-i1]I '`� cem • • S 4,��Q�f anal:4A+co.aol.cwn • EB-0006719 ORANNI9 Ne •• Wkim A.m f Jr..P.E. tc w eMaanrA eus n'M Ios�s we FLORIDA Lie.44187 eu wrMr=3 ISHEET 7 Or ib • • • • • • • • • • • •• •• • • • •• .• •1• • • Ro •.• • • NUMBER OF ANCHORS AT CLUSTER 4 AT HEAD & SILL CONNECTION SCHEDULE MAXIMUM ANCHORS SPACING "S" • AT JAMBS CONNECTION SCHEDULE S FOR A GIVEN ANCHOR TYPE. SUBSTRATE & MAX. A-S.D. DESIGN PRESSURE FOR A GIVEN ANCHOR TYPE. SUBSTRATE & MAX. A.S.D. DESIGN , PRESSURE RATING ' 79aM111351IT ANCHOR TYPE SUBSTRATE OFSlpl P wx /SILL"n" OF ANCHORS MM9MUM ANS TYPE SUBSTRATE M- PRkS9ASS. RE �' R TAPCON KNK-CON d 71MIIL IEJ011T FOR TAPCON FOR KWIK-CONY i i +60, -60 pat 9 5 +60, -60 pat 18" O.C. 18" O.C. ; +75, -75 pH 11 5 POURED +75,-75 f1/4"0 TAPCON POURED 1/4.0 TAPCON CONCRETE OR CONCRETE +85, -85 psf 11 7 pa 18" o.C. 18" O.C.O.c. KWIK-CON II 0R OR +85, -85 pe( 18" O.C. 18" O.C. i I +91. -99 psf 13 7 KWIK-CON It CONCRETE +91, -99 paf 16 1/2"o.c. 1B" O.C. +100, -120 pal' 17 9 9' BLOCK -0" +100, -120 pef 13 1/2' o.c. 18" O.C. +80. -80 psi 11 +60, -80 palt I8" O.C. +75,-75 psf 13 OR +75, -75 pef 18" O.C. � I 1/4"0 TAPCON WOOD +85, -85 pat 15 W-0" 1 4"0 TAPCON WOOD +85, -85 +91. -99 pat 17 0R +91, -99 paf 13 1/2" o.c. i +100, -120 pat 19 N/A +100, ^120 psf 11"o.cN/A +60.-60 pef 9 7'-0" +60. -60 pat 18" o.e. , ALUMINUM +75, -75 psf11 ALUMINUM +75, -75 psf 18" o.c. i o V.ST ®.) i/4"0 TEK MULLION +85,-85 pat 11 1/4"0 TEK MULLION +85, -85 pef 18" O.c. i OM08 STEEL MEMBER +91,-89 psl 13 SCREW STEEL MEMBER +91,-99 pef 16 1/2" o.c. +I00,-120 pef 17 +100, -120 psf 13 1/2"o.c. :a/N• 1/4"0 TAPCON +75, -75 paf 9 5 CORRESPONDS TO THE SPACING OF TWO STAGGERED ANCHORS (SEE DETAIL Y) DETAIL Y-Y OR POURED +85 -85 Ps< 11 5 JAMB CASE KWIK-CON II CONCRETE +91,-99 pef 11 7 N.T.S. +100, -120 pef 15 7 +60,-60 pef 9 +75, -75 psf 11 8'-0• 1/4"0 TAPCON WOOD +85.-85 psf 13 +91.-99 psf 15 of +100, -120 paf 17 N/A OF STILES/ASTRAGAL LOCATION +60.-60 pef 7 sRi>:s/Asrn�CAL I .. ALUMINUM +75, -75 pef 9 IDGTNIN pw•) i s••• 1/4"0 TEK MULLK)N +85, -83 Def 11 a SCR OR MEMBER +91, -99 psf 11 ` ---- ---- �- ---- -1 1+100.-120 pat 15 '-° -_- --- ---}---- - ---- +60,-60 pef 7 3 - +75, -75 pef 9 5 y,a f 1/4"0 TAPCON POURED I sw¢e• PRODUCT RBWSGD OR CONCRETE +85, -85 paf 9 5 dT►3 BuIldhig fejwH60sp(O KWIK-CON U Code +91, -99 psf 11 5 Aaep�w""i''lo1 " 4 % '"Dae Ilk +60, -60 pat 7 1* ede Pmdecf COM +75, -75 pat 9 •• ••sHT��!BL�II LL CASE• 7'-0" 1/4"0 TAPCON WOOD +85, -85 psi 11 • • st1YNy'r4s • • • +91,-99 psf )3 •• • 0d M�),/��'�� i• • +100.-120 psf 15 • ! "0 ... �• • Muni DAM COUNTY +60,-60 paf 7 N/A •• ="•�• '•• •• FLORIDA BUILDING CODE(High Vebdry Hurricane Zona) ALUMINUM +75,-75 pat 9 J 4 em,s litma ax. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 'ar. 1/4"0 TEK MULLION +85, -85 psf 9 _ f No 44167 i - SCREW STEEL MEMBER +91,-99 T • 06/04/15 pe 11 ••• i( ....� • L E C►QH°°"nS T 78aRRO DATE +100, -120 psf 13 • Y • TMRN a O10INE A)N6 COMPANY PHONE:(305)555-6103 •• �,• ! Y.SY.]61,Malty CIIeDL"Zi1N (SIS • • O�'w7�.."s�ioHe L.ITT....:cxafN,_,sn -:.9.o.rw�wa�°ce°°m5 15-181 y'•+....•1E •• • rnwl:Wlaw•oW.cwn aM.Acf sawWCOWa O CORRESPONDS TO CLUSTER OF�OR�ANCHORS AT �OF STILES/ASTRAGAL LOCATION •• •� Ee-o0o6710 mt,`e�-same+. auwro N. (SEE DETAIL X) p rr s4 M� Tucu'r4T'. pF Ns `;� � re rb�yl/rY SHEET 7A or w • • • • • • • • • • • •• •• r•• ••• 0• rr E.D. E.D. �1 1 15/16' E.D. 2)® ED (SEE NOTE- SEE NOTE NOIE�� 2 2)® 2"x P.T. (SEE NOTE 9/1) SEE NOTE 9/1) )V MINIMUM WAIL iHICKNESS� 9/1) EXISTING WOOD BUCK POURED \ . CONCRETE-,,, MIAMIALUMINUM ALLOY 8063-T5 STRUCTURE (SEE NOTE 6/1) REO'D. � OADE COUNTY ' :' APPROVED MUWON o x € (UNDER SEPARATE APPROVAL) P.T.WOOD (S BUCKS , (SEE NOTE 6/1) 1 1 I 7 7 4 EXTERIOR 4 4 10 3 3 31 70 3 � 10 3 � 1 � � 31 s a E W ALUMINUM MULLION SUBSTRATE EXTERIOR z NI EXTERIOR a C1 E.D. ED. z 3 STEEL MEMBER BY OTHERS 2rr 0 1 = 0 7 A.SM.T.M..AAN--50DMA 653 OR u A-35 W/12 GAGE 10 1 MINUUM WALL THICKNESS 9 9 — 5 ♦ 2 5 � 2 17 1 1 ' ' EXTERIOR 1 a 7 ti 2'MAX.THICK HIGH 3 flu \N � � :STREpcTH GROUT. 10 POURED PRODUCT REvtsED RCONCRETE '••E.D. .� ... . . . memoplY(ry wIMWeFTOtiA1 2'x P.T. (SEE 151E 9/1) •(2)® Bugdbw Code WOOD BUCK Ampta NoE✓ZVL�3 E.D. (2) E.D. (SEE NOTE B/1) Irm ou DaTe s POURED CONCRETE/ STEEL MEMBER »Y . . ••• ••.i , r �� id ""d° OOLLONG WEEP NOTCHES. N jQLQ9K.1 SUBSTRATE �'; / � SUBST R ,01?4,4- SUBSTRATE p . - 114ww.anc ca n N07ES: • FLORIDA BUILDING CODE(High Velocity Hunlcene Zone) 1. FOR MAXIMUM FRAME & D.L.O. SECTION A—A f •1013 7I=W_ SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 7A W. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION SCALE: 3 8"=1" • -••• _ • 280 Y�7a mm- 00/04/15 / 1 'S IL E C O�N�, MATE NEEDED AT STILES/ASTRAGAL _ • • • i - •"'�,�� • nun TasnNo•DMNEMNe COMPANY Pear�3os�s3s�a eiO3 SEE SCHEDULE ON SHEET 7A. • • • rJ�gJi(R�" s • •• • • ! �, f �_ • L�Mk SIR�l.9..]OS NpM GIpp6,R�.11N : �j2dl■d! r pOs7EgA, .n.,Desu>-,N, •,,,M'""" �yy}"Nmm 15-1612. SUBSTRATES CAN BE COMBINED • •• r • 4--t W-0.1— AS APPLICABLE • E9-0006718 D6AVANo Ne W F+1.. Y/IY MR ' %.;� /� 8 6� wrE lttieN441 F.E. v,wwa • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r e E.O. E.O. (SEE NOTE 1 15/16' (SEE NOTE E.D. (2)® ED. (SEE NOTE SEE NO A 9/1) 9/1) 2'x P.T. (SEE NOTE (SEE NOTE EXISTING 2)® WOOD BUCK CPOURED ONCRETE 9/1) w' 9/1) 4'MINIMUM WALL THICKNESS 9/1) 2)® STRUCTURE (SEE NOTE 8/1) MAMiNA 6063-T9 �m z REO'D. '� :,...,. z APPROVED MULLION • (UNDER SEPARATE APPROVAL) . i 1z P.T.WOOD BUCKS , z (SEE NOTE 8/1) To 1 17 17 :x 1 1 4 4 1 � t EXTERIOR 3 4 j4 4 4 0 '. 10 3 3 1 10 1 4 10 10 i ti 1 t II � I zd ALUMINUM MULLION a EXTERIOR a RATE E.EXTERIOR N � 3 W ii 3 SEED EE NOTE g 9/1) 9/STEEL MEMBER By 1) z w J < J- � M - t !En SHALL CONFORM TOOTHERS 2)® N gD o t A.S.T.M.A-SOD A-653 OR AWW-3MUTA5W/WALLGAG12 E - 1O - 1U 9 10 -' 10 9 THICKNESS. ♦ 5 � � 5 � t7 2 2 t i 18 7k 7k � 18 4 I 1 I I -. EXTERIOR 3 37 k� Or— ..� n � '' '2"lMA7(.THICK HIGH STRENGTH GROUT. Zsv fl �a)j . CONCRETE +• I( 1 I. PRODUCT REVISED, 2WOOD BUCK REWD (SEE NOTE) •(2)® . . i Hull Co4wixlthaI'10E1d• 2 E.D. SEE SEE NOTE 8/1 9/1) 1DmT. e )6 NOTE 9/1) NOTE 9/,) POURED CONCRETE/ STEEL MEMBER ��/�/�� * (z 1/4•Loxo wETpNOTGHEs, CONCRETE BLOCK. . .. (� SUBSTRATE WOOD $C"AT EACH END OF EACH SUBSTRATE ' "RE`MER TRACK AT© SUBSTRATE *:Ic (4) 11/16'LONG WEEP NOTCHES, • •• • ANr/ •• • MIAMI DAM Comm NOTES: " (1)AT EACH Er OF EACH • • rF1 • \ CEjE7tABLE PANEL TRACK AT O2 •• ••• 44 •• FLORIDA BUILDING CODE(High Velocity Huakrle aZone) f•' I w MC. 0HIGH IMPACT SLIDING GLASS DOOR e' 1. FOR MAXIMUM FRAME D.L.O. a�► ••JfAENSF•° •2015 TL SERIES 1100 H FJLL. SEE SCHEDULE ON SHEET • T 4 $ � � ti: FOR ANCHOR'S CONCENTRATION • ••• I • - r�+ - 290 WEST jo ROAD - 06/04/15 NEEDED AT STILES/ASTRAGAL T -— �- T� • • • f • • — '"h- • '� `v 0 mc. �L FL 33014 DATE SEE SCHEDULE ON SHEET 7A. SECTION 8�I A • • • *: • • • TIILT TESMO«ExaINEER9ia TbYIANT rtaNE ( 656-e10.7 •• • • • • •ww Nl.yu.R a.]w.MPiM OMlom.n wIM FAX:( 65e-em RMM UwpT1-law.n.:{.nTRTI-1wl w+rgon.r9 Lwm _15-161 2. SUBSTRATES CAN BE COMBINED SCALE: 3/8'=1" •0• :• Jl:• ••• .-moo:we.�oeoa.00m `e `Ella iwe 5 09�rvw No AS APPLICABLE. E9-006719 �y A. NALTER A iRl/f Jr. P.E- '^1O ��• �•."� •+� yS ' FLORIDA Lle.44111 p" �• IF=1 11SHEET 9 OF 16 . . • . . . . • • • . .. .. • • . •. .• E.O.:.(SEEE.D. (SEE (2)® E.D. (SEE E.D.(SEE , NOTE 9/1) 1 15/16" NOTE 9/1) E.O. (SEE E.D. (SEE NOTE 9/1) 7NOTE 9/1) (2)® 2'z P.T. NOTE 9/t) ~NOTE 9/1) Jr MINIMUM WALL THaNESS 2)® 'r POURED ALUMINUM ALLOY W _ STSTRUCTURE ' l (SEE NOTE 8/1) - CONCRETE--,,, .. _ MWdi DADE CHNXQI•f--��_ \� a, APPROVED MU s uwN • (UNDER SEPARATE AAPRwAL) Z Ix P.T.WOOD BUCKS a .f (SEE NOTE 8/1) 1 1 4 EXTERIOR 3 4 10 3 31 3 1 4 10 A 3 ALUMINUM MULLION O z m EXTERIOR Iy SUBSTRATE EXTERIOR (y a z E.D.(SEE E.O.(SEE N d 6 N NOTE o a 9/1 NOTE 9/1) o z 3 o z 3 STEEL MEMBER BY OTHERS 2) NFORM TO 0 1 A.�S.T.N.AA-500 A-853 OR AVO M/ 12 GAGE " 10 3 W 1 O MMUM WALL THICKNESS 9 9 1 1 * 2 r�J 18 18 1 1 a 2'wx THICK HIGH • .STRENGTH_GROUP. 1 O POURED PRDDUCI'RBVISED 3 CONCRETE •- .. m cemMYW with**Fkrma REO'D. E.D.L N' CO& 2 .WOOD�K (SEE NOTE 9/1) •(2) Be ® - Ameptante No T5-0&U.1� (2)69) (SEE NOTE 8/1) e• NOTE 9/1) NOTE 9/1) POURED CONCRETE/ STEEL MEMMR nYqA woo0 7�c (2) LONE NOTOHES C,ONG ETE BLOCK. .. SUBSTRATE A`0duc1 1 AT EACH ENDD OF OF EACH • • SUBSTRATE SCREEN RETAINER TRACK AT© ••• •: : ��t i�=~��f�� q• was WOE Da Nn NOTES •• •.• Tt►t lop.•••••w..��J►71. FLORIDA BUILDING CODE(High Wocity Mmicen•Zone) 1. FOR MAXIMUM FRAME k D.L.O. •2013ILTReM SERIES 11000 HIGH WACT SLIDING GLASS DOOR t Wt` SEE-SCHEDULE ON SHEEP.4 de — FOR ANCHOR'S CONCENTRATION SECTION 8'—89 • ••• HV WEST T9 RO,O oeCATE NEEDED AT STILES/ASTRAGAL • • • IL E C'O tNe. 1.HUEUH.Ft.yGoty MTE • • • • TRUT TEWWO..EN9HHI OOYMMf PHONE: 305 See-et03 SEE SCHEDULE ON SHEET 7A. SCALE 3/8'=1• •• • • . p .f a ALM ft,.>�em.rti��as�w OSA w�N w:wmq Comte 1rJ-161 • •• ., ORIO�;i• �i t • '16. �- L.tmt—oaAeem �G .fblutbr s OPAMp10 Ne 2. SUBSTRATES CAN BE COMBINED •• • Ee-000sTte n.o wain ww o.w wase auc AS APPLtCABIE. WALTER A.Twr a. P.E. Ttt t0 or le ROWDA U.H1�7 ae • TtffEr a 49 1/4'MAX.OPERABLE PANEL WIDTH POURED CONCRETE OR . - D.LO. CONCRETE BLOCK REQ'D. .. dBFAIIOtrI 3 8 SEE NOTE 1 INOIGTED BELOW •" 3 4 3 .:,•�:,. a W 1 1 1 8 ky gh i (2) 6 5 . .4n 2) 1 9 r 1 d 6 1 E.Q. E.Q. Y o 2'x T. "� '�4S,.,iM (SEE E 1 IN�ATED BELOW) ( I (a)Q OR® 1/4- : •� W MAX. sHur BUCK '-0"MAX. 4'-0"MAX.- 4'-0'MAX. i 4'-0"MAX. =,I (SEE NOTE 8/1) 49 3/18'MAX.FIXED PANEL FRAME WIDTH(SEE NOTE 1 INDICTED BELOW) 3 x,...:. ' BUCKS WOOD EXTERIOR (sEE NOTE 8/9 SUBSTRATE POURED CONCRETE/ _ SECTION C-C (OXXO) CONCRETE BLOCK STEEL MEMBER BY OTHERS SCALE: 3/B"-' SUBSTRATE CONFORM SHALL A-853 OR 49 1/4'MAX.OPE TO 1/8'MINIMUM WALL THICKNESS A' T.M.A-5OPERABLE PANEL WIDTH A-38 W/ 12 LADE D.L.O. ALUNNUN ALLOY 8083-TS 9UrLIM WALL THICKNESS. (SEE NOTE 1 MW41 DARE COUNTY APPROVED 3 8 NOIGTED BELOW) ¢ MUWON(UNDER SEPARATE APPROVAL) 1 11 B 3 P W �0 'iz Vf (2) 6 5 1 (2)® 9 7 11 1 ° PRODUCTREVD z 6 11 7 E.Q. E0. 6 .615 CMIJAWOE withhilm Reads I� 3• � BuilAi„g Coda IS D.L.o• (a) 2 OR 0 1/4• A«avi.aaa (5-o )5 ATF�FUR 01111) B, �e Olt 4-0"MAX- 4'-0"MAX. 1 4'-0'MAX. I 4'-0"MAX.. 3 de Prod9c1Cm4 RAME WIDTH(SEE NOTE f INDICATED 9 3/18'MAX. FIXED PANEL WIDE XTIERIOR••: : : •as•• ••• ALUMINUM MULLION STEEL MEMBER • •• ,e•��•� • SUBSTRATE SECTION D ro noxi i�4�% (�°- •• SUBSTRATE Yw oA��„,,, s SCALE: 3/B'a1' �4 '••4F••••••f,•. ✓ • FLORIDA BUILDING CODE(High Velocity Hutricene7_oro) NOTES: % *was mum Ixc. SERIES 11000 HIGH IMPACT SUING GLASS DOOR cow W. 1. FOR MAXIMUM FRAME do D.L.O. SEE SCHEDULE ON SHEET 4 as as• as•• —' • i. E C INS. - no WEST 78 Row o°/da�rs &-FOR ANCHOR'S SPACING- - I• NULLEAN.FL 33014 • • • S �p,�,� TIUR Ti1r010 t E1KIINCE .COMPANY WIONE:(30S 538-8103 SEE SCHEDULE ON SHEET 7A. •• • \�1, •WF�04 r fAx (3os see seas 2 W4 u. a.w.am,wqw,wo71-n ss,ae �.•;• �• n.."�xa»n-,en.m,Kxela,-,s1, c�>�m .wnan. Lmm 15-761 2. SUBSTRATES CAN BE COMBINED •• • ,WiTQ.• • a-mor:ul.coeoa.com ®-0008719 DRAWING No ac r pearrn o.w rwrnr rn AS APPLICABLE. gut 'R"r FLONDA u�.4i'h7 E '•''yi 7lrr - sxELT 11Or le • • as • • • • • as • • •• •• • • • •• ee see • • • e•• • • N 49 1/4`MAX. .L.O. POURED CONCRETE OR D.L.O.OPERABLE PANEL WIDTH CONCRETE BLOCK REQ'D. EMBEOMEW 3 SEE NOTE 1 INDICATED B SEE 110E 9/1 1 1 � 3 ds • ( �z 6 r a 7 W� 6 10 12 ... SIM (SEE 1 INDICATED BELOW) (2 OR® MAX. ]M_� y 4-0"MAX —4'-0`MAX. (SEE 8/1) 49 3/18'MAX.FIXED PANEL WIDTH— NOTE r,,,• E WIDTH(SEE NOTE 1 INDICATED Ix'P.T.WOOD 8"SSUATE EXTERIOR (SEE NOTE 8/1) SECTION C—C (OX) POURED CONCRETE NBLOCK/ STEEL MEMBER BY OTHERS SCALE: 3/6'-1' SUBSTRATE SHALL CONFORM TO �� AS.T.Mi.A-500 A-653 OR 49 1/4"MAX.OPERABLE PANEL WIDTH THIO"MINIMUM WALL A-36SS � 12 7WALL AGECESS. D.L.O. ALUMINUM ALLOY 6063-T5 SEE NOTE 1 INDICATED DELOW MAW DADE COUNTY APPROVED MULLION 3 1 8 1 3 (UNDER SEPARATES APPRNVAL) WSW i I 3 1 46 (Z) a (z)® a 7 W 6 1 10 PRODUCT•RBVISBD 1 3' • DW a-Plding nWith III.Plwift � 1/4' D.L.O. I � ncapT�c6 No t�.Y •(S SIR SEF I RF—IBIAA, 4'-0`DAX• _ 4'-0'MAX. 1 4. M D 9 3/16'MAX.FlXED PANEL WID AME WIDTH (SEE NQTfi I*W7E% MtaM x4 P,°ducl STEEL MEMBER s R . 1* � ALUMINUM MULLION SUBSTRATE EXIOR •• .00• pelt// I/Ia..� • SUBSTRATE taAla ueoE caNrr • ••SII/V*',t Wl� FLORIDA BUILDING CODE(High Velocity HuNicmle ZOFIa) NOTES SECTION D-DbX� SCALE: 3/B'=1" ,r `G• E•�''•' 0=616 ruECO TNG SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR ° WA` 1. FOR MAXIMUM FRAME & D.L.O. V FJLL SEE SCHEDULE ON SHEET 4 - 06/04/15 & FOR ANCHOR'S SPACING ••• • • i— ••J` �� C+ INe. HK I'6�u DATE SEE SCHEDULE ON SHEET 7A. • • • :* A- •F ++*TEmNa EN9INEEIIINO ooMPa+t I410NE (we sse-elw n� FA L Saa ase-aeas •• • _• A�VI• l u»xr.xw ar.m t>waw .n allr 2. SUBSTRATES CAN BE COMBINED • •• / �• •mm.�K" x ��s � 8 AS APPLICABLE. •• • EB-60o6n9 DRAWING _ WALTER A TIUM Jr. RE a.� rrsnu rrt ay. em�.s ra -FLOWN Ue.4411;7 re n-q "� S II' SHUT 11 OF 16 •%• •• •• • • • •• •• • • • ••• • • 49 3/18`MAX. FIXED PANEL WI H POURED CONCRETE OR D.L.O. CONCRETE BLOCK REO'D. MIN. SEE'NOTE 1 INaCATED BELOW D Kolmm 3 sta um 9/1 8 � 1 3 3 c W --- — w (2) 6 6 r W= 6 6 10 1 !•.a 3 W.. 1/SD .L.O.HIM (SEEN 1 INaCA BELOW) I (2 OR©O 1/4' u'S 2'x P.T. 1 4'-0'MAX. .- 1 4'-0'NAX. MAX. SHIM BUCK (SEE NOTE 8/1) -49.1/4"MAX.OPERABLE PANEL WVrH (SEE FRAME WIDTH�(SEE NOTE 1 INDICATED BE lx P.T.WOOD BUCKS (SEE NOTE 8/1) SUBSTRATER POURED CONCRETE/ CONCRETE BLOCK SECTION C—C (XO) sue ATE STEEL MEMBER BY OTHERS SCALE: 3/8'=1' SHALL CONFORM TO 1/8•MINIMUM WALL THICKNESS AS.TJ:1.A-300 A-653 OR ALUMINUM ALLOY 8083-T5 A-38 W/12 GAGE 49 3/18"MAIL FXED PANEL WIDT MIAMI DADE COUNTY APPROVED MULLION 7MUM WALL THICKNESS. D.L.O.3 1 B (SEE NOTE t INDICATED (UNDER SEPARATE APPROVAL) 3 �o �z z (2) s (2)® — 1 6 W 7 W Z 6 10 12 W PRODUCFRE%UED 01 comAyi118 With ft FbOh }N 3• Builth g OJee AaePrrleo N•1 .04?!1 MAX.SHIM (SEE TE 1 ARWTED BELOW) 1/4• . 1 4'-0'MAX. V-0"MAX MAX. SHIM By 49 i/4'MAX.OPERABLE PANEL WI ••• • • • • • •• Mtxnli bt7o�� RAME WIDTH(SEE;)TE 1 INDICATED Bfr, - STEEL MEMBER •• • • _.• • ••• �JMINUM MULLION EXTE TGR • • • '�A�AAii• • M NA nrnE couNlr SUBSTRATE •• ••• • 'r •• SUBSTRATE NOTES S CT I O N D—D X 0 FLORIDA BUILDING CODE(High Velodty Hutticene Zone) Ta a/p •tots mum we, SEINES 11000 HIGH IMPACT SLIDING GLASS DOOR ° 'W. , 1. FOR MAXIMUM FRAME & D.LO. SCALE: 3/8'-1' �; vGENS�c'•.,S SEE SCHEDULE ON SHEET 4 • ••• �0 • • • 05/04/13 h FOR ANCHOR'S SPACING _ • • • - _. -• IL E C O INC, HIAL200"'H.7°3014 DATE SEE SCHEDULE ON SHEET 7A •• *i • ��%•• 4» • TI.1tmlNo a.01H E°ua OOMPANY I Tawe( �)asps eioa 2. SUBSTRATES CAN BE COMBINED ••• •• .••�OF f •• N.N. .}.. R p y ,P- 9-- AS FA1e(xs)sse-sass n..:tx•In1-tsr0.a JT :twstnl-13.11 wr�r.p.n.rwmpaeLecm 15-161 f .-nwlk MUCO.OM.Com -?lb CGxv.3eGrdm. OMWxNI Mo APPLICABLE. '• Ee-000eTro WRD7gWAA TIX.TA•.415P.F. o.• mo W s mews In 47 ;HEFT 13 OF 18 ••• • •�cElxi iiI/ AIN • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POURED CONCRETE OR D.L.O. CONCRETE BLOCK REQ'D. BRIM 3 SEE NOTE 1 INDICATED BEL (SET NOTE 9/1) P 1 3 3 o� z Wz - - -- .o•mIRi11. Im 0< 6 wc.4o 2) 1 g a 6 7 d 6 0 12 CI 3 O.L.O. SHIM MAX; 1 INDICA BELOW) I (2 ®OR MAX SHQ 1/4' LIy WOOD DUCK 9 1/44"AX OPERABLE PANEL YADTIi '-0'MAX. .SHIM ,Y. (SEE NOTE 0/1) -----FRAME WIDTH(SEE NOTE 1 INDICATED BEL Ix P.T.WOOD BUCKS SEE NOTE SUBSTRATE O EXTERIOR ( POURED ICONCRETE/ CONCRETE BLOCK SECTION C—C (XX) SUBSTRATE STEEL MEMBER BY OTHERS SCALE: 3/8•-1" SHALL CONFORM TO 1/8'MINIMUM WALL THICKNESS AS.T.M.A-900 A-833 OR ALUMINUM ALLOY 6063-TS A-38 W/ 12 GAGE O.L.O. MNMI DADS COUNTY APPROVED MULLION INWlBA WALL 7HK:KNESS. SEE NOTE 1 INDICATED (UNDLR SEPARATE APPROVAL) 3 1 8 3 P ci N1rrl= .-.- ZZ N -......- - _ z (2) 6 6 >(2)Q 1 ml w B 10 12 d z eJ PRODUCT REVIS3D CP1 3` a—r-lyins w6h Ile FiDTM• (SEE N 1 INDICATED BELOW) I V ©9 OR®0 Bgdm�DateAccep1mucNo2.1115 1 4� 41/4 MAX. 4"-0"MAX. 49 1/4'MAX.OPERABLE PANEL By RAKE WIDTH(SEE NOTE 1 INDICATED BELOW) TNI •• 000 • • • • • • STEEL MEMBER RIOR • • • • • • • • ALUMINUM MUWON SUBSTRATE EX •: ••i, SUBSTRATE MIAMI DAM ca1NTr yslFa: SECTION _D �/1X�••• • T r FLORIDA BUILDING CODE(High Velochy Hunimne Zone) 1. FOR MAXIMUM FRAME & D.L.O. SCALE: 3/B`�l" f'J ,� •ftm ma.W. SERIES 11000 HIGH IMPACT SLIDING GM DOOR 01gFT'"LA1. SEE SCHEDULE ON SHEET 4 ` 06/04/16 & FOR ANCHOR'S SPACING ••• ••• _ �__,�, ,__-12 IL E C O INC. 290 ti X14 DAN SEE SCHEDULE ON SHEET 7A. • • • • • nu1T TcsTno•ENmN1IR1No couvANy PH NE (306)638-8103 •• • • .p y�,1 Q06 N.R iM !M.SOS.WKN�tML71 n i31M FAX:(J66 636-8866 _�jl.'.J r nom..Uc4'�im-Iw.F«:(wek11-mn �ix ww. t.wm EJ-1s1 2. SUBSTRATES CAN BE COMBINED • •• • a ?( j •_r o6i t ft.~�,• .v„cr s AS APPLICABLE. •• • , EB-OD06719 �lFr DRAWING Ne THLTEA A Tlllf J. P.E. �.• d•RI t� �'. Pay.eP tW[ 5534 FlOR10A U4.441b7 s` SNEET 14 OF IB II//I ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 49 3/18'MAX FIXED PANEL WIDT POURED CONCRETE OR . CONCRETE BLOCK REO-0. _ w ci z .. .. .... (2) 6 1 6 W9 2) u 3 •e'' 6 1 ..,�... w vi (2)©9 aR (SEE NOTE 1 INDICATED DELOW) MAX 43HI ° 2'x P.T. .SHIM .-0"AIAX. I _ 4'-0'MAX. 4'-C"AUX. WOOD DUCK FRAME WIDTH (SEE NOTE 1 INOICATED BELOW (SEE 8/1) 49 1/4'MAX.OPERABLE PANEL Wb NOTE .,r. WOOD EXTERIOR 1x P.T.WOOD BUCKS (SEE NOTE 8/1 SUBSTRATE POURED CONCRETE/ SECTION C-C CONCRETE BLOCK STEEL MEMBER BY OTHERS SCALE: 3/8'-," SUBSTRATE SHALL CONFORI TO AS.T.M.A-5O0 A-653 OR 1/8'MINIMUM UM WALL THICKNESS / ASMI CWN1UM�Y 6063-TS MULLION A-36 W 12 GAGE NIMUM WALL 1HICKr4F5s, 49 3/,6'NAX. FIXED PANEL Wb LANDER SEPARATE APPRWAL) w ---- z (2) 6 ° 1 6 1 (�® 1 s 3 11 1 w J_ E.Q.I E.Q. 6 d o PRODUCT RBVISED fy s' 1 OurImp.1Y4306wfth the Blaida 2 9 OR I wccepuaeaN0 S'pfdZ�l.trj mum Due 132E.11.MAR 4'_0.MAX. 1 4,-0"MAX. 1 4'-0"MAX. MAX.SKI DY E WIDTH(SEE NOTE , INDICATED BELOW M!m Dads Produp' STEEL MEMBER EXTERIOR ••• ••� •9.4•AU,.piRABLE PANEL wm •• • ALUMINUM MULLION SUBSTRATE •• •; ; "�A - •• SUBSTRATE NMI DME COUM SECTION D—D (OX* •• ••• I �l..."��'j�• FLORIDA BUILDING CODE(High Velocity Hurricane Zone) NMS: SCALE: 3/8'-1" 4 :"••J `.� owls Mx Ma SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °�W 1. FOR MAXIMUM FRAME-&-D.L.O• _Z ae/os/ts SEE SCHEDULE ON SHEET 4 • •• ? •• 'L E C INC. ��n s AM 04 & FOR ANCHOR'S SPACING • • • i 33014 SEE SCHEDULE ON SHEET 7A. • • • • M t• • nwr Tcrnra.[NaNEvnNo coMrANr ArE PHI (151)sse-0f10s .. . i . ,.. s<.�.m xson.meows.a a+,ee •)ross«e 15-181 .. �'�. r :.:DOOIm+- �.:<xele„_ E .. �,. ...,.�e f.a 2. SUBSTRATES CAN BE COMBINED •• • ` •. • e-mos: 000671 oLcom *0 ++ ��He EB-o0oe719 �. �� _ �• �� AS APPLICABLE. NKTER w rear Jr. P.E. FUMDA %fnvjlOAIALwe SKEET 15 OF to hgli//Ns ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 9 1/4'MAX.OPERABLE PANEL`WIO POURED CONCRETE OR CONCRETE BLOCK REQ'O. t ENT 3 S SEE NOTE 1 DINDICATED BELOW CSEE Wit 00 w - -- - v (2) 6Af5 6 N•E.uo ) 9 r . W B 1 1 E.O. E.Q. z y, 3• IJ v 1/4' (SEE NOTE IU 1 XJDICATED BELOW) I (2)Q OR® • 1/4• 1 WOOP SHiM 4'-0'MAX. 4'-0'MAX. 4'-0'INV(. MAX. SHIM. W000 BUCK (SEE NOTE 8/1) FRAME WIDTH(SEE NOTE 1 INDICATED BELOW 49 3/16'MAX.FIXED PANEL,WIDTH lx P.T.WOOD BUCK WOOD EXTERIOR (SEE NOTE 8/1) SUBSTRATE POURED CONCRETE/ SECTION C-C (OXO CONCRETE BLOCK STEEL MEMBER BY OTHERS SCALE: 3/8'-1' SUBSTRATE MALL CANFORM TO •` A.S.T.M.ON- A-853 OR 1/8-MINIMUM WALL THICKNESS A-36 W/ 12 GAGE 49 1/4"MAX. OPERABLE PANEL ALUMINUM ALLOY 6083-18 .. NIMUM WALL THICKNESS D.L.O. MMMT DME COUNN APPROVED 3 6 SEE NOTE i INOICAIED BEl 4 3 MULLKIN(UNDER SEAIRATE APPROVAL) A W 00 O� v N 9 w L 7 12 o 6 Q• E.Q. 1 dPRUDUCTRBVISpp W W "i z eN TT4yjnX with 11e PI0ft � y B9Ddhg Cade N D.L o. I A4cep1mlce No%s.ow L 1.6 1 4' (2) 9 OR 0 'OD�e Ln 1 4'-0•MAX. ._ 4'-0'MAEX. MAX. MAX.SHIM ME WIDTH(SEE NOTey RI1 INDICATED BELOW DNde !TeO) 49 3/16•MAX.FIXED PANEL WID •• a•• • • • • • •• STEEL MEMBER EMRIOR ALUMINUM MULLION SUBSTRATE SECTION D-Q*�E XON�•�""t��►• l{�j'' . SUBSTRATE MNANMCOUNTY SCALE: 3/8' 1' •••••••d, - FLORIDA BUILDING CODE(High Velocity Hufficam ZDw) NOTES a,4 Om1iTATECONIC SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR W. 1. FOR.MAXIMUM FRAME AE D.L.O. • ••• �`j '' �`}�1"�•��u• r sND WEsr� RaD De/Dy1s-- SEE SCHEDULE ON SHEET 4 • • • -•��" •moi t 1 `C O IMc. HIALEAH.FI-833014 °"TE & FOR ANCHOR'S SPACING • • • : •l p nwr TcaTuf••ENgNEU6N0 cc[CPANW PHotI::(saa)ase-et03 SEE SCHEDULE ON SHEET 7A •• • • _ •' •TiN m OF• •.,�K�,A„x,N 3,, I,•p,,,,, F fwd •• f't . m..•,tminl wo...,Dwe„_,e„ -.-.�.^�°^�ee'x°^ 15-161 OL 2. SUBSTRATES CAN BE COMBINED •• • •;`OR �f Tl •�0 e "aOaaCO" OruWnno ra AS APPLICABLE. --� 11e 'ALTMFLONOAA UU..uibi'E' '•'• o��rel ,� 11 iNE[f 10 M J. • • • • • • • • • • • •• •• • f • •• •• D.L.O. POURED CONCRETE OR SEE NOTE 1 INDICATED BEL CONCRETE BLOCK REQ'O. EMtm1IFNf 3 4 (s1)e ao1E e/q ) 8 3 \ W Z W s _emt.NO2)® (2) 6 9 5 w a(" 6 12 E.O. E.Q. B 1 , .•w WZ Iy 3" z D.L.O. I 29 OR 0 1/4 (SEE 1 INDICATE BELOW) (2) 2'x P.T.. . SHIM 4'-0'MAX. 4'-0"MAX.- 1 V-0"MAX. I 4'-0'MAX 'SRM WOOD BUCK E WIDTH(SEE NOTE 1 INDICATED BELOW (SEE NOTE 8/1) AX 49 1/4'M .OPERABLE PANEL WID WOOD lx P.T.WOOD BUCKS ;:° :.,. EXTERIOR (SEE NOTE 8/1) SUBSTRATE POURED CONCRETE/ SECTION C—C (XXX* CONCRETE BLOCK STEEL MELIBER BY OTHERS SCALE' 3/8"_1" SUBSTRATE SHALL CONFORM TO 53 OR O.L.O. 1/8'MINIMUM WALL THICKNESS A.S.T.M.A-5DD A-8 SEE NOTE 1 ALUADNUM ALLOY 8083-T5 A_MUM36 /WALL 12�KNESS. INDICATED BELOW) -MIAMI DADE COUNTY APPROVED 4 MULLION(UNDER SEPARATE APPROVAL) 8 3 z (2) s 5 (2)O 9 NI a 12 7 6 E0. E. . ( E.Q.I E.Q. B C1 c PRDDUCT RBVTSBD Wz mcomplyinsw11hAtrkAms nca No i6-04 15 L1/4' I (2) OR®p I 1- I/4' ► o1nN Dae ($ 4'-0"MAX. 4'-0'MAX- -4'-0"MAX. -FRAME WIDTH(SEE NOTE 1 INDICATED BELOW) Mlatnf 49 1/4'MAX.OPERABLE PANEL ' o • ' ' ' 00ALUMINUM MULLION STEEL MEMBER ' • •� AAr��w' SUBSTRATE n'Me aDAMrouNlY SUBSTRATE SECTION D-D � X �()•• �1/'' iT•'y FLORIDA BUILDING CODE(High Velocity Hltrrk•ne Zane) NOTE SCALE: 3/8's t" , .•;J• •sofa TLTtcO•e. SERIES I iW0 HIGH MACT SLIDING GLASS DOOR 0 JLL W. 1. FOR MAXIMUM FRAME & D.L.O. ! leo M. 7e 114 06/04/15 SEE SCHEDULE ON SHEET 4 • ••• • •- �L E C►-O 1m c. - 290 WA,a 33014- - • • • • • • _ PHONC(30S)SSO-8103 & FOR ANCHOR'S SPACING • • • � ••7'�l�(�'Q� t j T1ux mrat•cla•IcwNo calrAltr FAx: 3os sse-saes SEE SCHEDULE ON SHEET 7A. •• • 7•Q.A -•7-"i J 6°°�"y,,,'�Yry }_',yp,"�r�,"0°w�°n°O•,.I" G "�•9e"«u mpae- 15-161 • •• •i 9 1;:' • .-max M. w•... 2. SUBSTRATES CAN BE COMBINED •• • R� 4 ®000e�la �'�"' °RAtl1NO"O AS APPLICABLE. E. 14 WALTER A Tr Jr P.E "w �0°e 1111 rLolaoA 44tET a.,:+n sxcET n a to ••• • • • ••• • t • • • • • • • • • • • •• •• • • • •• •• ° 4 , (2)/10 x 1'F.M.S.D.S. 1(2)/10 z 1 1/4'P.H.SA.S 21(2)/10 x 1 1/4'P.M.S.D.S I f COM,8aJ00NE l ° 31 COM.saiww 4 1 � 4 e 31 CONE.3NICONE \ Iv- 3 a3 21(2)/10 z 1 1/4"P.H.S.D.S 21(2)/10 x 1 1/4"P.H.S.O.S 31 COM.3111COIE X21 (2) S. x P.H.S.D.S Cow.amour 31 CONT.aa1CONE 2 \ 4 s 15 7 a (2)i1D x 1"F.H.S.D.S. CORNER CONNECTION STILE AT CORNER CONNECTION AT TOP AND BOTTOM RAIL FRAME HEAD AND SILL (NON OPERABLE PANEL) :1 CORNER CONNECTION STILE AT PRODUCT RSVISBD SCALE 1/4" 1' SCALE 1/4" 1 �.�. " 2 /10 x 1 1/4' TOP AND BOTTOM RAIL Du;1d1 eosvhhtbl7arlda S.D.S (OPERABLE PANELI no«pt.a«No�IS-+O-f-o�4-2��.1 SCALE 1/4" - 1" mbn Uale.iOi..W4.t1•'1 By Minn '. .: .; +r.• �r�,�=:4 NM10 FADE COUPM ••• •w: �' .rS FLORIDA BUILDING CODE(High VelocHy Hunicene Zone) 7 Nu.,4416 =* etol�sr 111E«•a SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR ° W FAL �,� E.0 O INC. "Is 'L90 wESE>e ROAD _ 06/DAEE13- • • • �. '� ONE'. 3 fL.33014 • lallE TE°TIIfO!ENOINCERINO COIIMNYPHONE(305)asa-at03 • • • i." aw x.r.aan w.al.sos.wool•aAOExs.n sllqFAX:(3�?aaa-aaaa •: :• •t= � 4� 1� • qr.:Eeo•�1-1i•.ru txsli.l-1411 � rA.q.nmalxnpaxl.wll, 15-161 41 • s:•t•to•r•I.ean ■OMsi 6 wwoowi •• • E13-0008719 �"'� •�•�• 0RAW01O Ne P.E. TE NA17ER A TRUE Jr. Pmoa w• n. FLORIDA Lb.4417.E ro urq sr 3NECE i6 Of 10