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WS-14-377Miami Shores village (� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 '+ Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING RECEIVED FEU 2 8 814 FBC 20 t k:> Permit No. ,� Master Permit No. ROOFING JOB ADDRESS: It Rt 10 � 6-�" City: Miami Shores County: Miami Dade Zip: Folio/Parcel# Is the Building Historically Designated: Yes ((R; O� Flood Zone: OWNER: Name (Fee Simple l 5T Q MIR 4037-9skS City: �"1 l �'f'l State: " zip: 33 k 3�: - Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �PAN CAC*,�AjWCRQP `PC _ Phone#: `"r�;A Address: 73V4 W tv,SOav -ST City: k o � W 0;0�-) State: Qualifier Name: `SCS Phone#: State Certification or Registration #: ��C— 1 J «� Certificate of Competency #: Contact Phone#: nn S' 'g S Z 2'�o-A Email Address: DESIGNER: Architect/Engineer: VINQ tl-Paj> Phone# Value of Work for this Permit: $ 4 V S Square/I.inear Footage of Work: �v c _ Type of Work: DAddition Description of Work: Z OAlteration UNew Color thru fila: ODemolition Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ �- Bonding Company's Name (if applicable) ,Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to da the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the —�o Zm Contractor The foregoing instrument was acknowledg d before me this Z'9 dThe foregoing instrument was acknowledged before jmg this � g day of by )NUS -4 ;1-' day of 20�, by QSe �"` U-"-rr'i who is� y wDto' me or who has roduced who is onall known me or who haslx yr y produced. As identification and who did take an oath. as identification and who did take an oath. NOTARY EUI Sign: Print: C My Commission �I APPROVED BY NOTARY Sign: Print: My Plans Examiner zoning Structural Review Clerk (Revised 3/1=012)(Revised 07110/07)(Revised 06/10/2009)(Revised 3/15/09) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INFORMATION FOR REPLACEMENT OF WINDOWS & DOORS AND NEW INSTALLATION OF SHUTTERS Permit application must be accompanied by: € If Owner is doing the work, include the Owner Builder Disclosure. € Two (2) copies of drawing of the building, showing location of the building, showing location of the windows/doors to be replaces or location of new shutters. € Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, width and height, opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") € Two (2) copies of Dade County current NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass) € The Florida Existing Code (FEC) Section 507.3 and FBC 1603.1.4 requires when replacement of windows/doors or new shutters are installed, The Design Pressures for each opening shall be provided. A Wind Load Chart, signed and sealed by a Registered Architect or Professional Engineer € Replacement Windows and Doors shall be Impact Resistant, if Non -Impact is proposed then Hurricane Shutters shall be Installed to complete Impact Resistance reairement. FBC 1609.1.4 Two (2) copies of the Shutters NOA shall be submitted at time of permit. € Every bedroom shall have at least 1 egress opening. The minimum opening size: (20° wide x 24° high) THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. IF OPENING SIZES ARE BEING ALTERED, THEN PLANS WITH DETAILS SIGNED AND SEALED BY A DESIGN PROFESSIONAL, SHALL BE SUBMITTED. Reviwd on 7/22!2009 o��' lc$��'����o ��� � S"��lY•n�� �; � I2� 1'`' .. _� ���� To: —1-1 ®hors® bldg dpt Paga 2 oP 2 2014-03-00 17:24:39 (O M -r) Prom: Qatar —h—rl CERTIFICATE OF LIABILITY INSURANCE 1 °TE IMMMIN""M 03/o=6/6/ 1a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(tes) must be endorsed. 11 SUBROGATION IS WAIVED. subject to the terma and conditions of the policy, certan policies may require en endorsement A statement on Oft certificate does not confer rights to the PRODUCER "MAME9 r" MARTA ALONSO Florida Bankers Insurance °NE ea (305) 286-6493- (:305)262-0679 7278 SW 8 Streetmaria oride bankersinsurance.Com Miami, FL 33144 PRODUCER Phone (305)266-8493 Fax (305)262-0679 INSURER AFFORDING COVERAGE N=p INSURE INSURERA., AMERICAN VEHICLE INSURANCE COMPANY GA)A CONSTRUCTION, INC INSURERS: 2314 WILSON ST INSURERC: HOLLYWOOD, FL 33020 INSURER°: COVERAGES NUMBER: REVISION NUMBER: INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN tS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN TYPE Of INSURANCE AIWL SUN POLjCY NUMBER POLICY (MMID ANCOM LIMITS A GENERAL LIABILITY coMMERCIAL GENERAL LIABILITY ❑ ❑ mmms-MADE © OCCUR ❑ ❑ GEML AGGREGATE LIMIT APPLIES PER ® POLICY ❑P ❑LOC N GL -0504005442-03 07/16/2013 07/1612014 EACH OCCURRENCE $ 1,000.000.00 PREMIS ourrence $ 100.000.00 MED EXP (Any O18 Pte` s 5.000.00 PERSONAL a ADV INJURY $ 1 000.000.00 GENERAL AGGREGATE $ 1,000.000.00 PRODUCTS -C(W1OPAGG S 1,000.000.00 $ AUTOMOBILELUIBWTY ❑ ANY AUTO U ALL OWNED AUTOS ❑ SCHW NEDAUTOS ❑ HIRED AUTOS ❑ NON-OWNEDAUTOS COMBINED SINGLE LIMIT $ (Ea acdderlt) BODILY INJURY (Per person) $ BODILY INJURY (Per awMent)$ PROPERTY DAMAGE $ (Per axid8nt) $ ❑ UMBRELLA LIAR ❑ OCCUR ❑ EXCESS UAB CLAIMS -MADE -IT I EACH OCCURRENCE ffi AGGREGATE $ E] DEDUCTIBLE $ WORKERS AND EMPLI N! DESCRIPTION OF OPERATIONS! LOCATIONS I VEHICLES (Attach ACORD 101, AddMonal RSsherim Schedule, If more space Is required) GENERAL CONTRACTOR LICENSE# GGC9516136 arra[ r hrra.A i R nULUCK MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2nd AVE MIAMI SHORES, FL 33138 ACORD 28 (2009109) QF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 117188. brnp 0 108-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NOTICE CERTIFICATION. � n FES 2 M4 Company: JEL.D-WEN ,Exterior,+Dopo 3737 Lakeport Boulevard" _"` ert��i ii n at 5/0 /2012 "math Falls, OR 97601- � � _' `--- 1g'xpiration 1/201.5 -- - �'` i 3 Product:"Eaergy Saver/Contour" Opaque W6&&Ed ,$teet."to Sidelites wood frame Specifications 'rested To: TAS 201/202/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 312" x 6110" +6600 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 1-8 OX/XO O/S Door -Opaque 415" 16110" +66/-70 10.0 psf Door -Yes CTLA-696W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 310" x 618" Sidelite DLO: 6" x S'3" (1/8" Tempered Class) Installation Details: S-2104 1.8 OXO O/S Door -Opaque 51l0" x6'10" +66/;70 10.0 psf Door -Yes CTLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0" x.6'8" Sidelite DLO: 6" x 513" (1/8" Tempered Glass) Installation Details: S-2104 1-8 XX OIS Doors -Opaque 613" x 6110" +37/-57 8.55 psf Doors -Yes CTLA-696W Double Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 (1-8 CTLA-696W OXXO O/S Doors -Opaque 8111" x6110" +S7/-57 US psf Door -Yes Double w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0" x 618" Sidelite DLO: 6" x 5'3" (1/8" Tempered Class) — Installation Details: S-2104 14 VA 2'3072 & Management Institute, IncJ4794 George National Accreditation Washington Memorial Hiahwav/Haves. Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: _`� U JFIJWIVEN@ Steel M' DR MMYSAVERTOMOU OW1YODDEDDBOPAWSMOTJTStS'INCM / ffWD=UbO *=& HRINM7UT8TDSTRES T--7 1. ROS PRODUCT iS 931M TO COMPLY WITH THE CLOW FLORIDA MR WG CODE AND Im VELOW KIRIWANE zM %VHY R8211REMEAlls 2. WOOD BUCKS B1' DRIERS, A81Sf IF ANCHORED PRO MILY TO Tl MADS TO RE soxm 3. PRODUCT ANCHORS SIIAU. GE AS LiM AND FACED PER ANCHOR MOM MM ANCHOR EMBEDMENT TO BASE U41EI L RIALL BE BEYOND WALL VRER= OR SRI=. 4. SEE WE 1 ON RLW SlW FOR 10ION PREOIRE RA7WGS, 5 TWS PRODUCT NO RIE WATER EMM MQMiS FOR %W ZMES SEE THE DESIGN PRESSURE CLUM BELOW. 8 DOORS ARE IMPACT RATED AHD DO NOT REQUIRE MIAMI -OAS APPROVED IMPACT RESISTANT SHURERS. 7. FOR I-11WEES PROVED IMAW RESISTANT SHUTTERS ARE REQUIRED siba 8. SmEJfE4S ARE AN WIWI T AND CAN BE USED W A OU OR DMILE CONFIgIRARON, R�evrw. mL�DATED srm. Doi! rc�umn m ao umne � COMPONLW Foe shools: 24 go. (oA21 mkbmnn ttdaimm, G Steil A-525 =aomnrroefal Mpmcr)r - per ASTM Bao with average mdmum yids 1h Fy(aFe.) ;6w PSL Expanded p* *= with 1.0 to 125 Um/d day, by DoorBondCam c&= The actim and Inman a poets are corretructed irom 24GA. (aD�• ml2) gdmnized dwL Tire face Wwd baps and bottoms are W BD' orar the top mW bottom mite. Rai tap LVL rad wasum 1.87' ride x 1.042• high. The steal bottom red Is rod formed OM' gahadzed 1.87" Tido x 121" � ftddas d the fors shed am mU famed onto Do LVL tatoh stile Ow Ponderosa Pias ldw we wldeh meaae 1.87` x W. The Intotor aarRy b fMed with poly 1pm Rre face shests we gbjw to the PQOWMHL F&W Itte Canal The sash to constructed f m240A (O.D2ti' m(ybswt)yrgotaslvo&w sted The of the flow aw are, bard 9core MW Ow The sbffw panels we muted to rewire 01X Up Lite Hamas or the opikrd 7Hrdiy Light Formes. (See street 7 for glaft detach) IN as bones aro sealed w/ = gwft compond of tie Tire homes aro constructed from PondOWo Phe Jambs mosuft 011225' deep. The door wW dkfm Wait lambs am mortised and i uttxjobred to the ddo joinbs ami a8aahed with (33) iBGA 2' x 7/18" am wire staples. 7e udts use a lorded bump faco Pwft UndW mosuring 4.041' deep x 1.0' high. The OmWmW N oOodred to so" MAX DA PANEL HEIGHT 8125' MAX Q OA FRAME NEW asw — 74.5" MAX. OA FRAME WIDTH - 125` 38.825` MAX OA 36' MAX. OA PANIl WIDTH PANE. WIDTH W/ASTRAGAL * fz ®® ®® III III J �I V 70.25' MAX. OA FRAME WNRI 75"75' MULL iYP. fT,..P.T. BAR38'MAXPANII WIDTH 80• 9 107' MAX OA FRAME W M — MULL MAX MON PMww RUING— 'sm FRAME mm 38` MAX OA FANE.DM= PANEL ATM 1 OA .875• 7YP.BAR PANEL .75' 7W. 38" MAX OA MOWIff (A OSA Aro QJOiW) HEIGHT N/d0 wi-jw lDa a 2012.05.01 173135 -"W Fax: 407-844-2388 81.25' MAX. OA FRANIF HEW it 0.75' J 0.025' MURE OLS 37.75" MAX OA VIEWED FROM WAa LOIR AW Of1ERfQR 107' MAX OA FRAME W M — MULL 'M. np MON PMww RUING— 'sm FRAME mm 38` MAX OA FANE.DM= PANEL ATM 1 MW .875• 7YP.BAR 1�• P� ww 38.025• MNL oTIAGAL A W,M, .75' 7W. 38" MAX OA Bo' MAX OA PANE. HEIGHT 81.25' MNL OA FRAMF HOW 15.5' MAX OA SMELRE FRAME MM 14' MAX OA PANEL WIDTH 8' MAX OA D.L.O. INWH 63.125' MAX OA D10. HEI81T `•!!iA .1l?� i141f41 ifdt,4.117(i!u 15.5` MAX OA Sa1ElTE FRAME VMTH 14' MNL OA PANE. WIDTH mar j �V MMM IMPACT a J am. J UW !X1 • V� FROM Fx1ERI0R TABLE 1: sss"' MON PMww RUING— 'sm Mum MOMW a MW Digitally signed by Hemi F Horeo, P.E. MOWIff (A OSA Aro QJOiW) +57 Pd -57 Pd easom 1 am approving this document N/d0 wi-jw lDa a 2012.05.01 173135 -"W TE1 F. 4 DMxi. con JWJ aaM. an S SAFFQL S-2104 —L or, Prepared By: 4 p Bia" DROPS, INC. D� Phow 407-844-6M Fax: 407-844-2388 4 DMxi. con JWJ aaM. an S SAFFQL S-2104 —L or, 0.75' WL CONCRETE/ 0.75' UK EDGE DIST. MASONRY 51 EDGE DIST. MASONRY �IR' I.W* BY OTHERSt5D•By OTHE�;� Ift 7 .7 EM9. aa D 0250. T A14X SEE DEIAL 7 11 SHINSEEDEWL 7 ON SHEET 5 1 ON SHEET 5 "J 1SEE NOTE 6 ON 2 SEE NOTE 3 O 10 h Sffr. 4 SHT. 4 1.750' MIN 1750" AM PANEL THK WWa 7W. Yti 36 SEE NOTE 2 ON 2 SHE 4 38 4 0.125* AK 4 WSS THX EXIMOR MMUOR II 80.0" 8125' 6125, 80.01 Ma. MAX MAX SEE GLAZING MAX OA OA OA DEM SHEET-,-. OA FPAWE 7 FPAWE PAM HEWHT HERR HOW HOW SEE NOTE 2 ON 2 SHT. 4 SEE NOYE 6 ON SHT. 2 10 4 ME NOT 8 ON MESHE 4 16 SEE M SEE T AL ShT. 4 NOTE 3 12 ON SHEET 5 ON WT. 4 ---------------- AUN. 1.25'• CONCREV Ema An DISHU4SDNRY aa BY OTHERS 6SECTION ,CMq� VERTICAL MEsHOLD 1 44 1 SUM MW WAD, SRI. AM AM (FWM MD PONDEROSA " I WOOD I 1 N 1 BW'W Slim PLATE I W I MR LATCH WD WT SMff ME I M, . ..... 0 Prepamd &f. 1.75' 2M* MR EDGE ON. BY OTHERS 0� VERTICALCROW SECTION leF EDAT SIVEHESqSH ft= 407-6"7—W——&W FM F= ON swm N.T.1 iwi an By: S. SVFM DOM MM S-2104 U p � V :..;. ' .. •COMETEI mva. M. iwi cmc sY: & SAFFELL D= = L P� Q =DING DAOP$ wa Pham 407-644-6957 mi aRasax� 2104 3 OF A sne SEE NOTE 4 i9 20 4 5a 7 1 15 ON SHE 4 214 34 E,�1Q8 NX 1NMOR 0.75° e • �\\ 51 10 1 1 EDGE °s SEE DETAIL 5 a, ON SHEET 5 " a n HORI ONTAL CROSS SECTION 02w*MAX. TCH B TO BUCK .5DAM s4 CONCRETE/ Elm. MASONRY BY OTHERS SEE NOTE 1� ON SHE 4l J INAC001. Ali 1.750° MN PANEL THK B SEE NOTE 4 SEE DETAIL 7 ON SHT. 4 24 1 ON�� 10 HORIZONTAL CROSS SECTION A 11 PIVAbTRAGAL 13 6 5 6 3 20 19 SEE NOTE 7 ON SHL 4 1'rjr mw'm t PANEL TMKX O �s I •4 / a R 8 BY OTHERS / 4 INM •a° / s a75' MN. x SEE DETAIL 5 ° ° EDGE DIST. ON SHEET 5 ipHORIZONTAL CROSS SECTION 0250• MAX " + a GE B TO C SH<M $ x 5D' rD EMBED. Gl Q� ASTRAGAL THROW BOLTS (2) TOTAL; (I EACH) o \ r0.31° DM x 9.0° LG. AT TOP & BOTTOM rTTZININI alia! SEE NOTE 2 ; I SHL 4 UAIL t ASTRAON. TO SHLE_ATTACHMi NOTE DEM 24 NOT SHOWN +AEW FOR CiAt'tiu� T, % Fin �a I :. p � i4.i�ii�ii/ iii/ir�i/i//i :..;. ' .. •COMETEI mva. M. iwi cmc sY: & SAFFELL D= = L P� INAC001. Ali 1.750° MN PANEL THK B SEE NOTE 4 SEE DETAIL 7 ON SHT. 4 24 1 ON�� 10 HORIZONTAL CROSS SECTION A 11 PIVAbTRAGAL 13 6 5 6 3 20 19 SEE NOTE 7 ON SHL 4 1'rjr mw'm t PANEL TMKX O �s I •4 / a R 8 BY OTHERS / 4 INM •a° / s a75' MN. x SEE DETAIL 5 ° ° EDGE DIST. ON SHEET 5 ipHORIZONTAL CROSS SECTION 0250• MAX " + a GE B TO C SH<M $ x 5D' rD EMBED. Gl Q� ASTRAGAL THROW BOLTS (2) TOTAL; (I EACH) o \ r0.31° DM x 9.0° LG. AT TOP & BOTTOM rTTZININI alia! SEE NOTE 2 ; I SHL 4 UAIL t ASTRAON. TO SHLE_ATTACHMi NOTE DEM 24 NOT SHOWN +AEW FOR CiAt'tiu� T, % Fin �a I :. p � scwLL: n.l.s. mva. M. iwi cmc sY: & SAFFELL D= = L P� Q =DING DAOP$ wa Pham 407-644-6957 mi aRasax� 2104 3 OF A sne F= 407-644-2366 ISHEU SEE NOTE ON SHE SEE NOTE ON SHT. SEE GLAZW GEMS, SHEET 7 SEE NOTE 6 ON SHL 4 1 ��% 1 :\�� Y1SEE NOTE 5 U 17 JJON SHE. 4 VSEE DETAIL 5 0.750° ON SHEET 5 38 HORIZONTALCROSS SECTION ATS_ IDOM TO LATH A V 1.750° MIN. �@ r PANEL THK. bb SEE NOTE 5 ON SHE 4 SEE DETAIL 5 ON MEET 5 /V1 HORIZONTAL CROSS SECTION NOTES: CONCRETE/ / 1. SPAM FOR M31 126 THE 110 x 1' PFH SCREWS ATTAom THE IMPERLII. ASTRAGAL TD THE DfACW DOOR Is MAsO(rIRY AS FOLLOWS: MM THE TDP GOWN & THE W OM UP: 1.0', 15-, 4.0 , 5.5-, 13.0', 1&0' & 26.0'. sy OTHERS Z SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW LS AS FOLLOWS. TDP & BM M. HORIZONTALLY. SIDEIAPANEL 3.0' IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDEIIIE PANELS: 3.0", 13.01. 26.01. 39.0", 52.0° & 63.07. ° 3. SPACING FOR REM 131 THE IVA x 3/4' BRAD TRIM NAIL. ATTACFING THE QUARTER ROUND TO THE SIDEUTE AND a ITEM 19 THE 16K X I' BRAD TRIM NAI. ATTACHING THE MULLION CAP TO THE MULLION BAR VERI7CALLY, IS AS a FOLLOWS: TOP & BOTTOM HORIZONTAL! Y OM RE a- QUARTER ROUNDi: 1.25' IN FROM EACH CORNER WR ; , • : � (1) NAI. MID -SPA ON RE SITESOF VERiIC Y BD1H /8° QUARTER ROUND & MUM CAP) 125' FROM FACR END & SIX MORE •. EQUALLY SPACED ON THE FlELD. 4. WHEN ATTACHING THE SnW PLATE TO THE JAMB AND BUCK USE ITEM 125, A 16 x 2 1/2' PFH WOOD SCREW. WHEN ATTACRNG THE STRIKE PLATE TO THE JAW AND SIDEL E JAMB AT THE MULLION USE REM 124, A 18 x 2' ° PFH WOOD SCREW ° .. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2' PFH WOOD SCREWS ATTACHING THE MM TOGETHER AT THE MULLION, • a . °. 6 AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS WALLY SPACED ON THE FIELD, 8. THE SITELDE PANEL 5 SECURED INTO THE SIDELITE JAMB W/ REM 129 SIICONE CAULK ON THREE SIDES AND ° 3/8' QUARTER RQUNDS SECURED WITH REM 131 'BRAD TRIM NAILS x 3/4 I=, Z WHEN ATTACIII4G THE HINGE TO THE JAMB AND BUCK USE RQd 127, A 110 x 2° PFH SCREW. WHEN ATTACNIAIG 0.75MW. a> THE OW To THE JAMB AND SIDOM JAMB AT THE MILLIONW. ON USE ITEM 114, A 110 x 1 3/4° PFH WOOD SCREW. 8, SPACING FOR REY 149 THE 16 x 1 1/2° PANHEAD SCREW (IRINITY LDEFRAME) IS AS FOLLOWS: o, SITELIIE UTEFRA E FROM THE TOP DOWN fflM UY: 325. 1&0625", 32.8125. 47.5625° & 62.625° • o a SIDELITE LITERW TDP &BOTTOM. FROM THE LEFT': ONE (1) SCREW AT 4.4375°. 9. AL.IERNATE tONCREFOASONRY DWALLATTON ANCHORS OF EQUIXENT PERFORMANCE CIMAXTER671CS CAN BE USED UPON APPROVAL OF THE ARCNf1ECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAM&4. USE ITEM 125 WHEN UWALIJNG INTO MULLIONS. USE REM 116 WHEN INSTALLING INTO CONCOE/MASONRY SUBSTRATE AT SIDEIITE SILLS, AT SIDELITE TO HINGE NOTE 3 SHE 4 SEE NOTE 2Q / ON SHE 4 SEE NOTE 6 ON Siff. 4 SLS' DU& 5 ON SHEET 5 Dam, SHIM 0.750° �rr Ii7t`r EXTERIOR 0G.1125' UK J INTERIOR F. 1 NOTE 7 99.4 SEE NOTE 2 ON SRT. 4 §SEE NOTE 6 ON SHT. 4 SEE GLAZING DETAIL$ SHEET 7 mm I= 407-644-2M g Lie cs s " suns. er, JWJ S-2104 _L OF � : p .`` MUM DROPS, INC. D` PTS 407-644-6957 mm I= 407-644-2M g Lie cs s " suns. er, JWJ S-2104 _L OF 6 TYP. , r 5 SPACES 0 13.85° — AN. OA FRAME TYP. MA% OA FRAME MD SEE DETAIL 2 f ON THIS SHf. SEE DETAIL 4 ON THIS SHE. FDo* �' 12.50° 8.00- - r' -'I T1P. SEE DETAIL 5 ON THS SHE I I i JI&I 25, 16 L", 25' TYP. a TYP. 300° —.3.00" lY Z' TYP. 12125' 3.00' 7.00° TY 6.00 7.DO' TYP. 17YP 0 SEE DETAIL 3 ON THIS SHL QWLE DOOR WITHOUT SIDELM3 ANCHOR LOCATIOA[S SINCdE DOOR WE MW ANCHOR LOCAf70WS VIEWED FROM tNiERiOR YIEWEO FROM INTERIOR 2 18 5 14 2 SEE NOTE 7 SHEEP 4 41 /� � I41 6 1 8 ± I 4 5. i ( SEE NOTE ```��'••, \ / 4 SHEET 4 5a — 52 '00 DErA9. 2 - ®HEAD JAMB DETAIL 3 - 0 THRESHOLD DETAIL 4 DML 5 �L ASTRAGAL. STPM PLATE ASTRAGAL STRIKE PLATE HINGES 70 JAMB & DOOR STRIKE PLATES TO ASTRAGAL. STRIKE PLATES TO JAMB DETAIL 4 THIS SHT. uc o -ley .15' Am C -SM. V o 1a ) � I 18 51 6 TYP. , r 5 SPACES 0 13.85° — AN. OA FRAME TYP. MA% OA FRAME MD SEE DETAIL 2 f ON THIS SHf. SEE DETAIL 4 ON THIS SHE. FDo* �' 12.50° 8.00- - r' -'I T1P. SEE DETAIL 5 ON THS SHE I I i JI&I 25, 16 L", 25' TYP. a TYP. 300° —.3.00" lY Z' TYP. 12125' 3.00' 7.00° TY 6.00 7.DO' TYP. 17YP 0 SEE DETAIL 3 ON THIS SHL QWLE DOOR WITHOUT SIDELM3 ANCHOR LOCATIOA[S SINCdE DOOR WE MW ANCHOR LOCAf70WS VIEWED FROM tNiERiOR YIEWEO FROM INTERIOR 2 18 5 14 2 SEE NOTE 7 SHEEP 4 41 /� � I41 6 1 8 ± I 4 5. i ( SEE NOTE ```��'••, \ / 4 SHEET 4 5a — 52 '00 DErA9. 2 - ®HEAD JAMB DETAIL 3 - 0 THRESHOLD DETAIL 4 DML 5 �L ASTRAGAL. STPM PLATE ASTRAGAL STRIKE PLATE HINGES 70 JAMB & DOOR STRIKE PLATES TO ASTRAGAL. STRIKE PLATES TO JAMB DETAIL 4 THIS SHT. uc o -ley .15' Am C -SM. o 1a o I 18 51 SEE NOTE 10 ON SHEET 4 21 F QfjUN11RSUVJf FOR lfALLATION ANCHORS ^ ~ Is " A cc • �� • Prq-w E)r N.TA r ,•�' .DRAUM Q oHx ars S. SAFTELL W4 Ouum DROPS, INC. Phoma 407-844-8957 5-2104 sr�r �5 of �am Fax 407-844-2366 MAX. OA FRAME 107.00° MAX. OA FRAME WIDTH SEE DETAIL 2 ON SHEET 5 4.50" TYP. 4641° TYP. 3,00° 00" M. 13.41° TV. 3. TV. ° TV. 6.00" TYR TYP. 1,00 00" 001 TY7. 6 ". 5 SPAS 0 13b5" SEE DETAIL 4 ON SHEET 5 1 6 TYP. 5 SPACES 61185 S G F DOOR WRHtll1T SIDEIMMCNOR LOCAli0N5 VIEWED FROM WTERIOR oilo'S`F'AJn����i. ju- SEE DETAIL 4' y ON SHEET 5 . v II I 111 111 t tt ����� • r c ec �•�'���`�= ravc ���aem 6il(LDINO DROPS, INC Phmre 407-644-6957 F= 407-644-2366 51 51 S-2104 SHM -L of 8 TYP. DR SEE NOTE 5 ON SHEET 4 SEE DETAIL 5 _ ON SHEET 5 SHEET x a _ 36.vilyp. t i SEE DETAIL 4 ON SHEET 5 1 6 TYP. 5 SPACES 61185 S G F DOOR WRHtll1T SIDEIMMCNOR LOCAli0N5 VIEWED FROM WTERIOR oilo'S`F'AJn����i. ju- SEE DETAIL 4' y ON SHEET 5 . v P 67 s�a� m t.x ����� • r c ec �•�'���`�= ravc ���aem 6il(LDINO DROPS, INC Phmre 407-644-6957 F= 407-644-2366 IN. JWJ an ant. en S. SAFFELI. S-2104 SHM -L of 8 EXTERIOR 0.125' TEMP. GLASS 1.000 M!N ,750° AIR SPACE . GLASS 7W. c 75' x , I - 0.125° TEMP. INTERIOR O.M. STEEL SPACER GLASS GLASS 50 4 49ON� 8 GLAZING DETAIL 3 TI71N►TY LRE FRIWE I' INSULATED TSFERED ,GLASS LUPOY EU -5007 N r a o� w c3�M 1 29 50 9 46 EXTERIOR 0.500" MIN. GLASS TW- 0.125" TEMP." 0.250° AIR c GLASS SPACE001-1 a�'!�,, .25° x 50" 0.125 TEMP. INTERIOR OBJi�E WTERCEPT GLASS o rc GLASS STEEL SPACER 50 4 49 SEE NOTE 8 ON SHE 4 105 1 ki 1 LITE FRAb1E 1/2" MATED TWERED GLASS LUPOY EU -5007 ® o� CONFIGURATIONS ALL GLAZING WaL COMPLY WITH SAFELY CLAW RaW REMENTS QLRLINED W MC SECTION2408. F. P►epared BY *ta PLT.S. _ is . T Ap '•. veva •�� <u Q BLJ9.Wm DROP$ INC. M= 407-944-M ��e Fm 407-844-M mac an S. SAFFELL oavxuto w S-2104 -= L o --L - "1.6770, 1,670* 1.670* 4.5625' Xz- 000. 0.750' 1,210' ,.ow* 1.042" 1250* v -T 0.500* 12 DOOR BOTTOM RAIL DOW HINGE t 13 nNm JOWTED PONDEROSA WOM JAMB 24r.4 (0.0211 STEEL PINE WOOD OML MLOCH -M G)o FINGER JONTED 4 44 PONDEROSA PAVE 0. 1 513, 1.645' U29 0,3360" 1 1.544" 1.544* t -T 0.140' 1.750 1.750- r�-?�.752 53D 1. 0. L521 1519" 1621' .6 CDRM BLOCK QQMPREMM/a, , DOL L O MR SUM 10 SCHLEGEL Q-LON 650 �PMOPOLM YPROP. f-, �W�� SQPOLYPROP. FWUdE MOF x 3.6' LONG MV PLASTIC LITE Iff HAMM F-MNff PLASTIC LITE W HAMM COL Rmc LITE w MEWL *MVM UNDER NO f0-1209.01 IMO, lopma UNDER fi&&Z--Qo& immom UNDER NOA X07-0828.01 .109* O.We - 0.482' "'or O.M. Ag am, Ir 751 a.375- T- 0.624' 0 o 318' QUARTER Lr� & Sloom STOP � 016 PNE ICAO, ASTR40AL HAS TWO 0.3125. 1500, 0 11 2.137* 1.012 0 0 Mk x 9' LONG BOLTS, 0 L F1 0 0 91 ON TOP. I ON BOTWM _�j 0 1375' [-- 1�1 K A 1.025, L-00 1-381, � 4 0.097' 4.000" @gym4ASMM STWKE PLATE affiR LAICH DFA I MULLM CAP HM STEELMM HINGE (U%K 0.125- STEEL) PNE (8125' UM) 1 @Mlmshmmff-� STEEL 0 04 x 4* x 0.097' THK. SIM 11.875' 4.000' WOOD LOCK BLOCK SFINGER JOINED PONDEROSA PINE r1.710' Lil g I CL ase F= 407-644-2368 Sr or Pmpmvd &f. 59mm MIA Jwj ow m S. AFFELL DFAMD ma k3 I ORM-4 iNa S-2104 Ph= 407-644-5957 ase F= 407-644-2368 Sr or 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 ` A Perfect elution in Every Drop Winter Park, FL 32789 407.644.6957 PH certificate of Authorization: 29578 407.644.2366 FX contact@buildingdrops.com rroduct Evaluation Report O. JELD-WEN, inc. Energy Suver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval LN FL Report leo. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Mentes !Material: Steel/Wood Product (Dimensions: 107-X81.25- (Maximum) Prepared For: JELD- EN, ine. 3737 Lakeport Blvd. %% ES F. Klamath !Falls, 0.97601 o�Q�...•... • 'p s Prepared by: * : 7 Hermes P. (Norero, P.E. r Florida Professional Engineer # 73778 �?- 0 T P. •• •� Date: 05/01/2012 �� • N'• Contents: �'• C? Evaluation lnstallation Details PPages es 5 — 4 -e--*j`,!11110NA ������, Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.0117-42:30 -04'00' i BUILDING DROPS k A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: Date: 05/01/2012 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: o TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 79578 Installation: 1. Approved anchor types and substrates areas follows: FL#: Date: 05/01/2012 Report No: 2035 Through Frame Installation: A. For two by (2X) wood buck substrate, use 610 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.5W into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (S-2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF*Positive 66 PSF* Negative 57 PSF Negative 70 PSF *units meet water infiltration requirements corresponding to noted design pressures. 0 0 Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 NiA{gt•DAD DEPARTMENT OF PERMITTING, ENV AFFAMS (PERA) BOARD AND CODE.ADMMMItATION NOTVE OF ACCEPTAN E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami Shores Village APPROVED BY t' DATE P WRLipp REGULATORY YETIETT T (78 All FROERAI STATE AND CO(INiY RULES AND RFC;ULAMONS MIAMI DADS COUNTY DUCT CONTROL SECTION 11885 SW 26 Street, Roam 288 Miami, Florida 33175-2474 315-2540 F (7W 315-2599 WMum iam1dada-8VjWto! Mlami, F1.33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)• This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (1n Miami Dade County). and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or materie1'tesied 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 AHd may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "30W Aluminum outswing French Doors w /wo sidelites APPROVAL DOCUMENT: Drawing No. W04-51 Rev G, titled "series -3000 Alum Outswing French Doors (LMIr, sheets 1, 2, 2.1, 2.2 through 6 & 6.I .of 7, -prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on MAY 17, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MMItLE IMPACT RATING: Large and Small Missile Impact Limitations: l . Lower Design Pressures of Doors, sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options 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 consideredafter 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 ofany. 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 literahire. ff 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 ofa 'butors and shall be available for inspection at the job site at the request of the Building ' 1. This NOA revue NOA # 091x17.03 and consists of this page 1 and evidence a ell .approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. RECEIVED �2014 ' No14.MOM®. Espira on DMe: September 16, 2414 Approval Date: May 24, 2412 T -r ,'- -----4 Page I F &S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUMMED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 89-1217.03) 2. Drawing No. W04-51 Rev, tilled "series -3000 Alum Outmbg French Doors (1W, sheets 1, 2; 2.1, 2.2 through 6 & 6:1 of 7, prepared by Al-Farooq Corporation, dated 06-10-04 and last revised on MAY 17, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 09-1217.03) 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 drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, PE. Note: This test report has been revised, reviewed, signed and pled on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated. 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09-M25.04) C. CALCULATIONS 1. Anchor verification calculations complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/01/12 signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Vigar, P.E. (transferred from file # 09-1217.03) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Nami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours for "Butnette PVB Interlayer", expiring on 12-11-2016 F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 02/24/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09-1217.03, expiring September 16, 2014. 2.- Test proposal No(s) #09-0225 dated 06/17/09, # 06-0411 dated.07/31/07 & 02/06/06 approved by BCCO. 3. ES Windows Distribution agreement Energia Solar, S.A. and ES Windows, LLC, dated 10/20/10, signed by Ms Carla G. Torrente and Andres Chao � 1 (#12-0130.39). Isbaq I. Chands,, P.E. Product Control Examiner NOA No 12-0308.40 ' Expiration Date: September 16, 2014 Approval Date: May 24, 2012 E-1 AT(4M)T0. sTI.L's AND MULLION Eom 8' MAIL rE CORNERS IL FRAME W01H 33 11/18° 73• 39 11/18' FR. HEAD & SILT. FRAME HEAD & SILL HERO & 3' 8' 3• A C F 11 ;i /' n it , �� v i F ii II!O 11I FORof I . it it I. It I I , -- ., ACTIVE , EVACTME 1a• a9 8/1B° 28 3/18' SSL 28 S/1S' OPO. D.L 33 8/18' 38 t3/18" 33 8/18' SERIES -9000 ALUM ODUMUG FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR THIS PRODUCT HAS BEEN DEStONED AND TESTED TO COMPLY WITH THE HURRICANE TSO ( FLORIDA BUILDING CODE INCLUDING HKIN VELOCITY ZONEWOOD BUCKS BY OTHERS, LOADS To THE STCM LOADS MUST BE ANCHORED PROPERLY TO TRANSFER ANCHORS SHALT. BE AS USTED, SPACED AS SHOWN ON %AAlg,g, ANCHORS EMSEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSSNG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PARP OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN OEMN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT IDdREO TO STEEL[ AL SCREWS, THAT COME INTO CONTACT WITH OTHER DIS�MIAR MA SHALL MEET THE REOUIREMENTS OF THE FLOIM BLDO. CODE SECTION 2003.8.4. SURFACE APR FALSE MAY REUSED TYPICAL ELEVATIONS TESTED UNITS • Ilr FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF _ AND EXPOSED ON ACTIVE LEAF y SEE DETAIL 0 ON SHEET S. INSTRUCTIONS UK CHARM AS FOLLOWS. STEP 1 GETERIM OEM wow Law REOUIdNt BASED ON WOO) VaCCOY. 11M MSTANDARD.OM. WDID 201E USING APPLICABLE ASCE 7 STEP2FOR M=E r AND 0�&i (XX) DOOR CAPAWM six Dw a. USE LOM VALUES FROM (BASS. HONOES, LOCK ANO FRAME SOL OPTIONS USM STEP$ FOR SMSUM PANEL (0) CAPAORY SPF SKEET 2.1. STEP 4 FOR SMELIM C01IBNATIOR WM DOOR OR 0 rEl E SEE LRAI.IDN CAPACLY CHART OM SHEET 2.9. STEP 9 THE LOWESL %KUE RESLRMO FROM STEPS a. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. THESE PRODUCTS ARE RATED FOR LARGE & SMALL NTMI INPACT.I — SHUTTEIS ARE NOT REQUIRED. RA ` >4� Inswing m W4-51 11 'X' DOORS? DSMON WAD CAPACITY -PSP 84ASS AND BABDWARB OPTIONS 2/8 M t u m FRA61E "mm INCHES GLASS TYPES HINGES WCBB FRAME WOITH 'A', 'B' & IS, 'C' & `E' '8' OPTION '1' OPTION 'B' OPTION 'I' OPTION '2' NHEs Fa<T. (+) INT. - EXT. (+) OV1: -) EXT. (+ W. (-) EXT. (+) INTI. (-) W. (+)EDW. +) INT. I 93-3/4 --M-112— 37-1/2 700 800 90.0 90.0 tOOA 120.0 W-0 900 lOOA700 W0 1000 1aoA l 38-3/8 80A �A 100.0 120.0 90.0 90.0 100.070.0 I r; j 'X' DOORS? DSMON WAD CAPACITY -PSP 84ASS AND BABDWARB OPTIONS 2/8 M 31-1/2' FRA61E "mm INCHES GLASS TYPES HINGES WCBB FRAME WOITH 'A', 'B' & IS, 'C' & `E' '8' OPTION '1' OPTION 'B' OPTION 'I' OPTION '2' NHEs Fa<T. (+) INT. - EXT. (+) OV1: -) EXT. (+ W. (-) EXT. (+) INTI. (-) W. (+)EDW. +) INT. FSIT. +) I W. (-) 93-3/4 --M-112— 37-1/2 700 800 90.0 90.0 tOOA 120.0 W-0 900 lOOA700 W0 1000 1aoA (XX) 38-3/8 80A �A 100.0 120.0 90.0 90.0 100.070.0 80.0 100.0 12U NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. ,xx, DOORS ONSIGN WAD CAPACITY (OLASS AND HUMAN OPTIONS 2/8 M 31-1/2' FRAME HOW INCHES CLAS TYPBS SINGS8 WORE FRAME WIDTH 'A'. 'B- & 'D' I 'C' & 'S' 'F' OPTION 11' OPTION '2' 1 OPTION •I' I OPTION '2' W-4ES EXT (+) I INT. - W. +) I W. - EXT. I WT. -) I W. + NT. -) I EXT. (+) I W. (-) I EXT. (+) I W. - FSIT. +) I W. (-) 03-3/4 71-3/4 70.0 80.0 �.0 90A 90.0 90.0 90.0 90A 90,0 90.0 70.0 80.0 90.0 a" (XX) 79 ODA �A 90,0 90A 80A 90A 90A 90.0 70.0 OMO 90- 90.0 SuGgs OPTION #I 3= THREE PIECE AWM BUTT HINGE BY 'E.S. WI1LOOW8' i31 HMM PER LEAF AT 11" FROM TOP & BOTTOM A}iD AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH f10 X 1" FH SMS 8) SCREWS AT FRAME, (3) SCRM AT LEAF .OPTIONL12t FACE MOUNT 2 WIND PM HOME BY 'MOTER ACCESSORIES' WITH EXTRlJOED AL.UMINOM BASE, DIE CAST ALUMINUM MANEB�, PIYDiB AND oALv. STEEL SCREVIS 2" FROM TOP & BOTTOM =STOORFA AND LEAF WITH 5/16-24 X 1" FH MS (2) PER WIND D.L OPENINGS: D.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.LO. HEIGHT o LEAF HEIGHT - 11.9375" (HD RETE SOT. RAIL) D.L.O. WIDTH - LEAF WIDTH - 8.825' w THSL oAYLITE am NOMINAL mm FRAME waresK28-11/10- 2/8 M 31-1/2' 20-1/1W 3/0 (X) 37-1/2' 28-1/18• 3/4 39-SIW n-3/16" 3/0 (%%) 39-3/4• 20-1/I68/0 (XX) 71-3/a' 28-1/18` 0/4 001) 78' 28-3/18` NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGH"t I DOM OPO. STANDARD HL-P1TotTLE NOMINAL. HOW FRAME HEKLHT LBAF NDCd1T BOTMM FNS. HOTlON RAO. e/e 79-3/4° n-1/4- 89-1/16' so -5/18' 8/0 95-3/4" 0-1/4" &1-1/16- 81-5/18' T. IKING EIARDIYAR .: ACTIVE LEAF: OPTIDN Q1: SURFACE MOUNT DEAD BOLT Loot BY 'YALE' AT 48- FROM BOTTOM, KEY OPERATED ON ETROOOR AND pusTURN ON INTERIM FASTENED TO ACTIVE LEAF LOW VIE WITH (2) 1/4-28 X 2-1/2' CH MS LEM TYPE METALLIC HANDLE AT 37' FROM BOLTON, FASTENED TO ACTME LEAF I= STILE WITH (a) 193-32 X 1-3/4- PH MS. CONCEALED RAM BOLTS BY '81D WM & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON SNE FALX, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK SME WITH 08 X 3/4' FH SMS (2) SCREWS PER SOLT OPTION 3 POOPf L SYSTEM BY WTERLOCK' AT 38" FWMOMENGADIVIO AT HEAD� T AND SHOOT BOLTS BILL KEY OOPEERATED ON EXTERIOR AND TNUMB TURN ON INTERI FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) Q0-32 X 2- OH MS JNACT1W.LEM CONCEALED FLIM BOTS BY W"AN & ASSOC.' ISNACE�EALEVERS OC�WV FLEAF MILE LOCATED 12' FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 198 X 3/4' FH BMR (2) PER BOLT NOTE: GLASS CAPACITIES ON THUS SHEET ARE BASED ON ASTM E1300-04 3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 WATHR TNFII.TItATION L2111TATIONS: WMERE WATER NFILTRAIM REBCiTANCE IS REWIRED LOOT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SOL - +70.0 PSF (X & XX ODORS) FO -RISE RLL - +90.0PSF (XX SRR +120A PSF (X1.500 MA7DOOM x000 _f T STD. SILL 1D -RISE RILL Toll PtoY>.tr<rrRvv�p w�wlMatiMwM• F z mowing no. W04-51 FRAME A ' STATIONARY PANEL (0) OR SIDELTPES i i I e a7'= e MAfO TPm FRAYS WwN 'A'� a C',7 WAIFS SJR. (+) WT. (-) E%T. (+) W. (-) 1 'P' W. (+> WT. - � 42 70A 80A 90.0 90.0 00.0 90.0 7/0 !I 90.0 90.0 i i I D.L.O. HEIGHT - LEAF HEIOaT - 8.1875" (STD. SOT. RAIL) D.L.O. HEIGHT - LEAF HEIGHT - 11.9378" (HI RISE BOT. RAIL) D.L.O. WIDTH - PANEL WIDTH - COW 3/18' H.B. GLASS 3/18° H.S. MASS .090' ORERIAYM .GBG` WTERIAYER 'OUPONT SEHTRYOAS' 'WPM SMACK PV8' 3/18° H.S. am 3/16' H.B. MASS SmXONr Lq DOW CORNING 798 CGOOW RNING 766 F IS 9 in GLASS TYPE 'A' (;I'm TYPE 1/8' H.S. MASS 1/4' H.S. GLASS .DSO" INTERLAYER .090' INTERLAYER 'BUPONT SENTRYGLAS' '/UPONT BENTam" 1/8' H.S. GLASS 1/8' HS. GLASS I�u DOW CORNING 798 � I� DOW COFOW 798 GLASS TYPE IS, GLA88 TYPE IF, GLAZING OPTIONS SM INFILTRATION UNITATIONS: WHIM WATER WFVRATION RESSIANCE IS REOUSED LOST EVERIOt LOW FOR ALL GASSES AS FOLLOWS SID. SSL - +70.0 PSF HISILL - +90.0 PSF DESIGN LOAD CAPACITY - POP a7'= FRAME Hww FT./IN. MAfO TPm FRAYS WwN 'A'� a C',7 WAIFS SJR. (+) WT. (-) E%T. (+) W. (-) 1 'P' W. (+> WT. - 8/8 42 70A 80A 90.0 90.0 00.0 90.0 7/0 39 70.0 00.0 2900 90.G 90.0 90.0 0/0 38 70.0 90.0 87.8 1 87.8 1 90.0 90A D.L.O. HEIGHT - LEAF HEIOaT - 8.1875" (STD. SOT. RAIL) D.L.O. HEIGHT - LEAF HEIGHT - 11.9378" (HI RISE BOT. RAIL) D.L.O. WIDTH - PANEL WIDTH - COW 3/18' H.B. GLASS 3/18° H.S. MASS .090' ORERIAYM .GBG` WTERIAYER 'OUPONT SEHTRYOAS' 'WPM SMACK PV8' 3/18° H.S. am 3/16' H.B. MASS SmXONr Lq DOW CORNING 798 CGOOW RNING 766 F IS 9 in GLASS TYPE 'A' (;I'm TYPE 1/8' H.S. MASS 1/4' H.S. GLASS .DSO" INTERLAYER .090' INTERLAYER 'BUPONT SENTRYGLAS' '/UPONT BENTam" 1/8' H.S. GLASS 1/8' HS. GLASS I�u DOW CORNING 798 � I� DOW COFOW 798 GLASS TYPE IS, GLA88 TYPE IF, GLAZING OPTIONS SM INFILTRATION UNITATIONS: WHIM WATER WFVRATION RESSIANCE IS REOUSED LOST EVERIOt LOW FOR ALL GASSES AS FOLLOWS SID. SSL - +70.0 PSF HISILL - +90.0 PSF 1/8' HS. OLA43 a7'= 2000 H.S. GLASS 1/8' HS. OLA43 MV PKINAVE111 DUPONT BMACITE PYB' 'M~ SMACM PYS' 8. M A89 SILI�NE OOW CORNING 798 8/32' H$ GLASS SILICONE DOW CORNING 798 GLASS TYPE 'C' GLASS TYPE 'D' ' Enpn JAM AfWAD "OA.N NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 b 9 drawing no. W04-51 jiff 0 7 I MULLION DEMON LAAO CAPACITY - PEP SIDEIJTE WMTN pVWiEB FRAME HEISW F1./01. DOOR TO BDIELITE TO Swam MuLLLON 81DSIdTE Mm UNDEINPORCED RE(NPORCED RDINPORCED ,(+)/M.(-) WT WT)/T) 24 27 30 33 36 39 42 8/8 80.0 80A 80.0 80.0 80.0 - 00.0 BOA no no 80.0 00.0 90A 80.0 BOA no $0.0 80.0 no BOA 80.0 no 24 27 30 3380.0 30 39 7/0 1 80.0 80.0 90lo 80.0 a" tAA 80.0 80.0 90.0 804 80.0 80.0 BOA no 80.0 BOA no 18 21 24 27 30 33 36 8/0 1 78.8 60.0 90.0 74.8 80.0 90.0 71.1 Bo.0 solo 87.9 80.0 90.0 ".0 Bolo 80.0 82.4 78.9 00.0 80.1 70A 90.0 0 C C V \ / P\ F/ G\\ i` C C 0 V \ / P\ F/ G\\ 0 /L \ / P\ F/ G\\ 0 ���ll�lilo /L \ / P\ 0 0 ���ll�lilo i Fll; o 0 0 dmMM rro. W04-59 sheet .2 TYPICAL SEE EIEYATIONNSS �{�� DD. DW. TYPICAL ANCHORS FOR SPACING teT E1MT04 SUCK '" FOR SPACING :,� ; t8 1 map - 21 1 s em PBNEtlIA 3 31 OPISNUY. �. Igo 31 31 �u� R8V16fK1 I MIN. poll PENETRUION <t1 INTO SMUL _ 18 1 3 J 3 \ 3 34 M --rams BOTTOM RAIL, a co r n 14 14 aroA ro: UNITS I �. ° a o. • : v B[-RISS Man BILI. n SAH • e.. . b. r L; °.. • b. i Y. • ° � " •. °:. • • ° @• i •. •.• APPLICA9lE TO STATIONARY SCA h � �• ' ' ° a TYPICAL ANCHORS AND OPERABLE UNITSTYPICAL y 3/,8°WEEP -OTT SEE ANCHORS �0 3 18' % 1-1 2° SEE EM. FOR SPACING U g 1/SILL AT SIDE4TE$ � S0.LAAT D00� drawing no. EaaE �' EooE DIST. W04-51 STATIONARY UNITS O_ PBRABLI3 UNITg Sof 7 Typm SEE EtEVFOR I WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sm mw. FoR sPA(ma 110 DIA. UL N, BY , LrD, vw-m Km FY" 168 TOA) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD THRU 1BY BMS INTO CONIC. OR MASONRY 1-1/4' MN. EMSED INTO CONC. OR MASONRY . DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I I A SUS OR SELF DRILLING SCREWS (MIX 2 IM) INTO MIAMI -RADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8') INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy w 38 KSI MIN. ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY ® 2-I/2' MIN. INTO WOOD STRUCTURE m 1' MRI. INTO METAL STRUCTURE s 3/4' MN. CONCRETE AT NEAR, SILL OR JAMBS Po 30M PSR MN. C-90 HOLLOW/RUED BLOCK AT JAMBS f'm - 2000 PSI MN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. CMN ardwing no. W04-51 V.i p 8 s � J� 9 O W 4 O d ng rro. W04-51 slleei or TTBM B PART B QUANTITY RSSC[OPTION MATBIHAL MANR./BUPPLTSB/I681AROB V 1 ES3001-1 1 FRAME HEAD 8083 -TB - a 03001-2a z DOOR FRAME JAMB 80&7-T8- 3 E83002-1 1 FRAME SILL (STANDARD) 8083-T8 - SA ES3028 1 FRAME SILL (HI- BOBS -TB 4 M3003-1-1 AS IMOD. �DEUTER IE ADAP6083-T8 SOOa 6 EBA8 RM.. SHEAR PLATE ®APICHOR LOCATIONS 8065 -TB 3' LONG e F83066-1 $/ LEAF TOP AND BOTf011 RAIZ. 8083 -TB - BA ES1004 a/ LEAF H1-PROTO.E BOTTOM RAO, 8083-T8 7 E83908-1 1/ LEAF DOOR LEAP JbVAB - HINGE SIDE 808.9 -TB B E83�7-1 1/ LEAF AOR LEAF- LOCK SIDE w63 -T8 _ 8 EB3007-2 i/ LEAP ODOR LEAF -KEEPER 881E 8083-T8 - 10 E1330Q8-1 AS READ. 61�LIlE 9TLLE 8083-1$ - 4 11 FB -1282-914 a/ LEAF F.>O+osEO PLUSH STEELT BTEESUNAN LLB ASSOCIATES fa F8-1202-814 a/ LEAF CONCEALED RAW BST BTEfl. 8!lUJYAN d ASSOCIATES iS 68.7011 AS 1�. JAAffi TRIM 8085-18 �IONAL T 14 ES301a 1 SRL Com am -To 18 E8J013 2/ LEAF WEATHEA8116P ADAPTER 8083 -TB 18 E&Igik-1 4/ PANEL PANEL CAMP 8083 -TB 17 M3003 -3D3-3 3/ LFAF HINGE A88EMBLY 8083 -TS SEE MEET 2 17A 2/ LEAF PHOT HINGES - SEE SHEET 8 18 - DOOR LOCK (SAVANNAH 2019L) YALE aO - DEAD BOLT LOCK (PREMIER) - YALE a1 Tia23a1N0 A9 REOD. FIN -SEAL PO.E W$!RlFPMo - ULTRAFAB as F9J0a0 AS AE00. BULB 1V&ATF60�TRIPPRiO VOVYL AT 80)ELRE PANELS 23 - // HIM HINGE RED1i0RCP1D BAR ALUMO1Wd 1-1 4°X1 8°X4-1/4° LONG as - as REOD. HIM REINFORCING BWAt1lMufuM 1/8° THK. x 7-7/8° Lowe 28 - Z/ LEAF 3/B' CIA,THRFAOED R00 W/ NUTS STEEL 28 - AS REOO. FRAME ASSY. BCRETi6 - 010 PAN HEAD SNS 9�1 27 - AS REDO. MIR110N f071D'D�NB CHANNEL A38 STEEL - ae Es401a AS REQ. 80TTOM RAO. curia STOP NEOPRENE Im - ze Eaw16 a5 REDD. PANEL stucONE STOP NEOPRENE - So - As REQ. 3/a° Mx 1/8° M, BUMPER SILICONE PRANK LOWS RUBBER CO. Lj 31 E840i3 AS REOD. WEDOE CASKET MOM METER 7Sk3 SHORE A 32 E&7072 a/ ma Mm ALT BRACKET 8083-78 39 2/ BKT. BRACKET INSTALLATION SCREWS 10 X i° f11 SMB 34 0/lIN1 A8 REMlaw , DOOR PANEL tP'SIRIPPINO SOf1lEOEL 4'000 L770 381 2.1 a5 s.375 t T j 225 '''''�""�"^�'� p .078J 2250 1� WEDGE GASKET (SO" tit) 0.312 �¢ -•z.ote g zt28 t 2Q FRAME HEAD/JAMB 3350 ole ® 7 t. � 2.674 2.000 ® I I L ® I I 1.900 WEATHERSTRIP ADAPTER ® SHEAR PLATE S/I V DIA I ® swm PIN (. 3 78 I $ f.780 t.wo .078 .m .0413 � ® I I 4.01 3A00 H A=52 1J JAMB TRIM (OPTIONAL) 2.000 ® I ® `� g� 813-L9 �S 50 1.tta 17 3 PIECE HINGE �� e TOP/BOTTOM RAIL 250 t.531 z.e7a .ta5 ]21WTral I .ole 750 PANEL CLAMP 3.380 a o00 .913 MULLION ® REINF. CHANNEL J .913 Q SIDEIJTE ADAPTER t. .621 490 1.148 21 MtBA{tCl MU eAd► t,600 1.145 a78 '- 062 --� .927 10 SIDE LITE STILE 07e a000 O FRAME SILL (STD.) - -�� t4 SILL COVER —ABaB— 913 .094 IM4 .590 1.750 7 7.7� 1' 1.149J>82 .490 .dpp � �A.N.353BV 1 2.= i a m m o 4.000 1. .590 11 6 8 � dmwhV no. W04-51 094 .91.3 a0T6 1 4.afl0 HINGE STILE Qe Q LOCK STILE/KEEPER STILE8n HI -PROFILE BOTTOM RAIL I ® FRAME SILL (HI -RISE) et8.tot 7 MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MCA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date : 2/21/2014 Project No. Company Name : Facade and Envelope Engineerin Designed By Manuel Morales, P.E. Address : 8950 SW 74th Ct. 22nd FL Ste A Description 1144 NE 101st Street City : Miami Customer Name GALA Construction State : FL Proj Location Miami Shores, FL File Location: C:\Users\manuel\Documents\Facade Envelope\Potential Projects\1144 NE 101st Street Miami.Shores \Windload Analysis.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon - 0.13 Zmin = 7.00 ft Slope of Roof = 2.31 : 12 Slope of Roof(Theta) = 10.89 Deg Ht: Mean Roof Ht = 12.50 ft Type of Roof = Hipped RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 1.00 ft Roof Area = 2770.00 ft^ 2 Bldg Length Along Ridge = 50.00 ft Bldg Width Across Ridge= 50.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.50 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon 540.11 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26,11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressor fficients Cp - Loads on Main Wind -For g Systems 41 Miami Shores Vi9iaoee APPROVED BY ®NTNG DEPT PI -DG DEPT �` '� CT Tn CC)n_11�I 11N CE VII i I ALL FEDERAL )I ATlnI,,n f 0 MECAWind Version 2.1.1.4 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 2/21/2014 Project No. Company Name Facade and Envelope Engineerin Designed By : Manuel Morales, P.E. Address 8950 SW 74th Ct. 22nd FL Ste A Description : 1144 NE 101st Street City Miami Customer Name : GAIA Construction State :.FL Proj Location : Miami Shores, FL File Location: C:\Users\manuel\Documents\Facade Envelope\Potential Projects\1144 NE 101st Street Miami Shores\Windload Analysis.wnd Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256 *VA 2*Khcc*Kht*Kd = 1.03 41.19 psf Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 5 ft Description Width Span Area Zone Max Min Max P Min P -------------------------------------------------------------------------- ft ft ft^2 GCp GCp psf psf Zone 4 Small 2.00 5.00 10.0 4 1.00 -1.10 48.61 -52.73 Zone 4 Med 5.00 5.00 25.0 4 0.93 -1.03 45.71 -49.83 Zone 4 Large 5.00 10.00 50.0 4 0.88 -0.98 Zone 5 Small 2.00 5.00 10.0 5 1.00 -1.40 Zone 5 Med 5.00 5.00 25.0 5 0.93 -1.26 Zone 5 Large 5.00 10.00 50.0 5 0.88 -1.15 43.52 -54.91 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256 *VA 2*Khcc*Kht*Kd = 1.03 41.19 psf -44E _ mw CERTIFICATE OF LIABILITY INSURANCE MIDD —DA """' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Florida Bankers Insurance 7278 SW 8 Street Miami, FL 33144 Phone (305)266-6493 Fax (305)262-0679 CONTACT NAME: MARTA ALON$O PHONE (305) 266-6493- FAC No): (305) 262-0679 ADDRESS: marta@florida bankersinsurance.com PRODUCER USTER 1 INSURER(S) AFFORDING COVERAGE NAIC # INSURED GAIA CONSTRUCTION, INC 2314 TAFT ST HOLLYWOOD, FL 33020 INSURER A: FEDERATED NATIONAL INSURANCE CO INSURER 5: INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE D I POLICY NUMBER P IU Y EF MM/DD CY EXP MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000.000.00 Q COMMERCIAL GENERAL LIABILITY DAMAGE To RENTE15— PREMISES Me occurrence $ 100`000.00 MED EXP (Any one person) $ 5.000.00 A CLAIMS -MADE Q OCCUR F-1 F-1CLAIMS-MADE El GL -0504012318-00 07/22/2014 07/22/2015 PERSONAL &ADV INJURY $ 1,000.000.00 ❑ GENERAL AGGREGATE $ 1,000.000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1,000.000.00 $ 0 POLICY ❑ SECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ❑ ANY AUTO BODILY INJURY (Per person) $ ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ 0 NON -OWNED AUTOS ❑ $ ❑ UMBRELLA LIAR ❑ OCCUR EACH OCCURRENCE $ AGGREGATE $ ❑ EXCESS LIAR ❑ CLAIMS -MADE ❑ DEDUCTIBLE $ $ RETENTION $ WORKERS COMPENSATION - WC STATU- OTHY ER LIMS AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER/EXECUTNEY/ N OFFICER/MEMBER EXCLUDED? (Mandatory In NH) NIA E.L.EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L DISEASE -POLICY LIMIT S If es, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, It more space is required) GENERAL CONTRACTOR LICENSE# GGC1516136 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2nd AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 117188. bmp ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) QF The ACORD name and logo are registered marks of ACORD •8°1/2014 1 Report Vewer PLEASE CUTOUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE ---------------------------- ----------- ------------------------------------------------ IMI'f5-RTANT---------------------- ; STATEOFFLORIDA .�„dwo �tDC�8�eelNsart er�ga�U&de0epaam ' DEPARTMENT OF RNANCI• AL SERVICES 9iO demur d smtm msVnal recam or DMSION OFWORfMW COMPENSATION ' CONSTRUCTION INDUSTRY F]®NPTION flasUMtlflChI��faa0.05(14.FZ Ce86CdesdelemmED e:��apply- "Ot(nM�c�p�d9ie bugnmarbada 'L Ibrtadm@ena6ce demmtDbee�a�pt CMMCAlE0FELEC MWBE0MWTFWWR MA 'O Mffi COWENSAIM LAW oursiaamCb�e�aactd=,FAILNan�ddsmmtoba mp EcavEOAW: lamzola E�arw•soNUA>E: 1WB1201B H eeaptmtl dd lobe g shall be s�&ledWrorocmmU,atmytlmed�rere ditrwfim c .Aff sdtheceBBCai%ft naraA mthe ' ; MM- ECHEVERRI OSCAR ' ,E naftecrow0cderolaMorrrlwbftrequkeTood0k 1 FM: aeaz+Ssa9 'R aemmfor meyy dacwtiftahThe depetrtaashaUred® r mtlre ear88 rodaedtherequh dmsemm. BUSINESS NAM AND ADDRESS: E ; QMCONSTRUCTION INC i 2314 TAFT ST i ;HOLLYWOOD FL 33020 i SCOPES OF BUSINESS OR TRA LICENSED GENERAL :CONTRACTOR DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE E)EMPT REVISED 07-12 QUESTIONS? (80)413-16D8 htlpsJ/appS8.fldfs.corWareportmewer/reportViewer aspoCtdaio=kt pgircW7Q3gH6TER6ePIKMZ%2FSz5bXKYfB*eleESQPVylANPOPN42XeirDRGXVIM)d•1... 1/2 ECHEVERRI, OSCAR EDINSON GAIACONSTRUC'nON INC 2314 TAFT ST HOLLYWOOD FL 33020 Congratulations! With this license you become one of thp ready one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Departments initiatives. Our mission at the Department is: License Efficlently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new licensel (850) 487-1395 DETACH HERE RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSION CONSTRUCTION INDUSTRY LICENSING -KEN LAWSON, SECRETARY kL REGULATION BOARD, BROWARD COUNTY LOCALBUSINESS ESS 7AXRECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: Receipt #: 180 CONTRACTOR Business Name: GAIA CONSTRUCTION INC Business Type: Owner Name: OSCAR EDINSON ECHEVERRI Business Opened:iO/12/2008 Business Location: 2314 TAFT ST State/County/Cert/Reg:CGC1516136 HOLLYWOOD Exemption Code: Business Phone: Rooms Seats Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 1 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it Is in compliance with State or local laws and regulations. Mailing Address: GAIA CONSTRUCTION INC Receipt #05A-13-00010014 2314 TAFT ST Paid 08/07/2014 27.00 HOLLYWOOD, FL 33020 2014 -2015