Loading...
EL-14-1944Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-221181 Scheduled Inspection Date: October 09, 2014 Inspector: Devaney, Michael Owner: WILLIAMS, PAMELA Job Address: 68 NW 93 Street Permit Number: EL -9-14-1944 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Miami Shores, FL Phone Number Parcel Number Project: <NONE> 1131010170030 Contractor: CARIBE ELECTRICAL CONTRACTOR INC Phone: 786-412-0067 sunamg Department comments REPLACE EXISTING KITCHEN CABINETS INSPECTOR COMMENTS False Inspector Comments Passed �, /� CREATED AS REINSPECTION FOR INSP-220998. Add receptacle to the left of sink. Remove kitchen devices and smoke detectors. Failed Correction ����CP�f Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 08, 2014 For Inspections please call: (305)762.4949 Page 25 of 40 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑ BUILDING j f q tECTRIC ❑ ROOFING CLWED SSP 0 0 4 BY:_0 FBC 20l 2 Master Permit No. c , i —`"'��J Sub Permit No. FU"A — r q44 ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q G� CONTRACTOR DRAWINGS JOB ADDRESS: 6 Y/ / City: Miami Shores Countv: Miami Dade zip: Folio/Parcel#: (' 3 IC, - 1711' OO?u is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ff_d&141 /yAA-1 Phone#: a04) )W-46 Address: ')110 600 f-vea P �-v 11 A hw City: (or %V A State: TN Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address 1 �5_' City: Qualifier Name: 61 "40-6) X011 one#: 7_X'` �Z%2 c1 Zip: one#• State Certification or Registration M G e- /_/ 4::�) J �O J� Certificate of Competency #: 45—C `.;j 6�� �T` P'5/ DESIGNER: Architect/Engineer: Phone#: Address 111�City: State: Zip: Value of Work for this Permit: $ 100 Square/Linear Footage of Work: 9 Y14e - Type of Work: ❑ AdditionAI eration�� New ❑ Repair/Replace ElDemolition Description of Work: �/� . G i /'Y '4 J"o . Specify color roof( color tthhru tile: Submittal Fee $ Vim° Permit Fee $ i ` CC $ CO/CC $ Scanning Fee $ . Radon Fee $ DBPRjx$ N'M Notary $ 7pv� ,�+� Technology Fee $ (3- � 0 Training/Education Fee $ o �ZV Double Fee $ c> V •0✓ Structural Reviews $ Bond $ 0 TOTAL FEE NOW DUE $ ��► (Revised02/24/2014) 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 do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of 020 01 by 1 60 whos persona{ to me or who has produced n as identification and who did take an oath. NOTARY PUBLIC: ,Ouy;t Y?g yes Marie Qlmenez Sign: S•MAY In, Print: Signature CONTRACTOR The foregoing instrument was acknowledged before me this lu day of /� h54 st 20 1°� , by i 1.9ta N5.Va, who is ersonall own to me or who has produced 1�15vr x' as identification and who did take an oath. NOTARY PUBLIC: °'• a,;t •:c,`•aea'�Al1SJl{jNa rFG22$�Q Sign: Prin . Seal: Seal: Ax Ax*�x�x��x�*****xA*x��xw**�x****rAx****wax*�x*****r**�**w****+x**�*wx�w***»****�x�*w*wAxr*�xm+x�*�x*�*�*Ax*****rxA*w+x�►m******Ax* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 FIGUEROA, ELIGIO O CARIBE ELECTRICAL CONTRACTOR, INC. 3382 SW 152ND PLACE MIAMI FL 33185 Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and of range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work toimprove the way we do business in order to serve you better. For information about our services, please log onto www.myfloridallcense.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 Department's initiatives. Our mission at the Department is: License Efficiently, 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 license! RICK SCOTT, GOVERNOR ISSUED_ 08/18/2014 DETACH HERE (850) 487-1395 KEN LAWSON, SECRETARY %r.r ■1...� DISPLAY AS REQUIRED BY LAW SEQ # L1408180001845 lIM70A -=,077 '"" CERTIFICATE OF LIABILITY INSURANCE DA7(MWDWMM TYPEOF INSURANCE 07/17/14 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 ADDUIOIINSURED, the Polley(les) must be endorsed N SUBROGATIM IS WAIVED, subjeotto tim terms and conditions of the pocky, certain poildes may r egWre an endorsement. A statement on this cerdficabe does not coular tights to the certificate homer In lieu of such endorsement(sl. PRODUCER POLJCY "EXP First Class Insurance Market 4101 NW 9th Street Miemi, FL 33126 Phone (306)441-2997 Fax 30 441-6443ATLANTIC A NE (306)441-2997 No (3OM441-6443 tcimcasoLcom FN AFFORDING COVERAM NAILS INSIIi� A INSURANCE COMPANY INSURED CARIBE ELECTRICAL CONTRACTORS INC. IN B` PROGRESSIVE INSURANCE COMPANY INSURER C: CASTLE POINT INSURANCE COMPANY 261 WEST 27 STREET INSURER D : tN HIALEAH, FL 33010 ❑ GENLAGC�tEf3gTEL1ASTAPPLIESPEli ❑ POLICY El IM ❑ LOC GENERAL AGGREGATE $ 000 000.00 - IW_wwn I�YI�I�G7l: 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 CI.AMS. L TYPEOF INSURANCE ADD POLICY NUMBER POLJCY "EXP A LIABILITY ® COMMERCIALGENEIMLIAsaITY El[] CLAIMS44ADE ® OCCUR F1 N L039003246 07/162014 07/16/2016 A 1,000,000.00 PRENSES aoa merm $ 100,000.00 MED EXP (Any am ) $ 6,000.00 PERSONAL&ADVINJURY $ 1,000,000.00 ❑ GENLAGC�tEf3gTEL1ASTAPPLIESPEli ❑ POLICY El IM ❑ LOC GENERAL AGGREGATE $ 000 000.00 PRODUCTS-COMPIOPAGO S 2,000,000.00 S B AUTONIOBI.ELLASILJTY El AN AWNED El © SCHEDULED HIRED AUTOS ❑ El� ® ❑ 01361767 02/08/2014 02/0&2014 02106/2016 Mel SNGLEUMrr 1;000,000.00 GODLYINJURY(Perpown) $ BODILY INJURY wddeffl ffi . P er ffi $ C ❑ um"'E1.IA LJAB ❑ OCCUR ❑ EXC.EUB LIAB ❑ CL.AtMd WADE NIA WCP761477700 10/25/2013 1 10125/2014 4, FACHOCCURRENCE' ffi AGGREGATE $ ❑ DED ❑ RETENTION$ WORKERS PBI8ATION COMPENSATION AND EMPLOYE W LIABILLTYEl ANY PIOPRIETOMPARTNERIExECUTME IN OFFICERIMEMBBt EXOLUDEW HL-datoryeess,, m 1 � � SCFMMONOFOPERAnousthebw S VdC SfATi1- O _ EL EACH ACCIDENr $ 1,000,00040' E.L DISEASE -EA ELOYE : $ 1,000,000.00 MP ELDISEASE-POLCYLwr $ 1,000,009.00 DESC1VTION OF OPERATIONS I LOCATIONS I VEHICLES tA+tmoh ACORD 101. AddWonal Renusts achadule. if Seen to ELECTRICAL CONTRACTOR, •Icm I H`144A 1 C nVLUL:R Village of Miami Shores. 10050 NE 2 Ave Miami -Shores, FL 33138 ACORD 25 (2010/05) QF n SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY'PROVISIONS. © I O M-2010 ACORD CORPORATION. All rights reserved The ACORD name and logo are registered marks of ACORI tvXlAr.: IMPLESS. i Gg i-4, 01 CARIBE ELECTRICAL CONTRACTOR, Inc. ELECTRICAL CONTRACTOR Residentlai • Commercial • Industrial 261 West 27 Street • Hialeah, Florida 33010 Tel: (786) 412-0067 • Fax: (305) 485-9422 Dade: CC# 96E000290 • Broward: CC# 94 -CME -1 524-X Palm Beach U-21469 'Ass �a CZRnK,E a�oaDom� ;A see* i NO POINT ALONG COUNTER TO BE MO fid }� row►'` s© �,2fEET.FROM G.F..I PROTECTED RECEP ; ••;* ..... c�" PUT D/W RECEPTACLE UNDER SI a 0060 0 ALL FIXED APPLIANCES ON DEDICATED'QI,' • • • •. .... .... ...... CITY COPY Miami Shores Village APPROVED BY DATE �ae316`� b _Z y /`f BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS sjA)� �v ADD SMOKE/CARBON MONOXIDE DETECTORS. f� Rw� ANY AND ALL CLOTH AND RUBBER 'h QINSULATED CONDUCTORS TO BE REPLACED. �-�e7lo D• �i6v�•4l-i�neS�da.1+a-Quec�i�ie` 4yy I ,w, . �, I�AJ `nom ,—,-16 ' Ia------4 -- — : rq '--til s "rf H ' ' / e A o �, I�AJ `nom ,—,-16 ' Ia------4 -- — : rq '--til s "rf H ' ' a D • • } c O -e Q 764 33'�a • 6Ira 6foF ( ;e 36r' Slo v<, u 0000 • • 0000 0000•• q 0000.. 0000 0000.. /" 5 �/W.. :0080. �.»�.N. 0000 0900 00.00 00.00. 000000 .•e•. 0I11`� new C�bJ^Q . i • • ..••i• • • • • • IIf •• . 0000 • f ori (Pss S NO POINT ALONG COUNTER TO BE MORE THAN 2 FEET FROM G.F..I PROTECTED RECEPTACLE. FA�•r e ��� PUT DIW RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. 1 A w 613 s NQTICE OF PRQDj&j CER EIFICATIUN Company: JELD-WEN ,Exterior Doors Certification No.: NI011082 3737 Lakeport Boulevard Certification Date: 05/01/2012 Klamatb Falls, OR 97601 (Expiration Date: 08/31/2015 Product: `%aergy Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To: '(CAS 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 NAM I's Certified Product Listing at www.Namicertilication.com. NAM I's Certification Program is accredited by The American National Standards Institute (ANSI). Design Inswing Glazed Pressure Configuration or or Maximum Rated Outswing Opaque Size X O1S Opaque 312" x 6'10" Single Door -Yes 10.0 psf Door -Yes OX/XO 0/9 Door -Opaque 4'5" x 6110" Single w/Sidelite Sidelite-Glazed OXO O/S Door -Opaque 5710" x 6'10" Single wiS,�j(,#i(gs Sidelites-Glared XX O/S Doors -Opaque 613" x 6'10" Double OXXO 09:O1jS: 4)440»aque 8'11"x6'10" s•• Double w/Sideiites • • • $idgiil$s-Gazed • •• • • • • • •• •• ••• •• Design Water Missile Pressure Test Impact Pos/Neg Pressure Rated s 8.55 psf Doors -Yes l +66170 10.0 psf Yes +6600 8.55 psf Door -Yes 10.0 psf Door -Yes Sidelite-No +6600 1.0.0 psf Door -Yes Sidelites-No +571-57 8.55 psf Doors -Yes l +57/-57 8.55 psf Door -Yes Sidelites-No Report Number Comments Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 (1.8 CTLA-696W Max Panel Size: 310" x 618" Sidelite DRO: 6" x S13" (1/8" Tempered Glass) Installation Details: S-2104 (178) CTLA-696W Max Panel Size: 3'0" x 618" Sidelite DLO: 6" x 5'3" (118" Tempered Glass) Installation Retails- S-2104 (1-8) CTLA-696W Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 (1-81 Max Panel Size: 3'0" x 618" Sidelite DLO: 6" x 5'3" (118" Tempered Glass) tnatslln/inn tDptuilr 5-21nd f 1-011 National rliered4lItion Pi MZuagemeut Institute, Inc./4794 George Washington Memorial Highway/Ilayes, VA • • . . • . � . . �. . �. . •. Tel: (804) 684-5124/k'ax: (804) 684-5122 . or • NAMI AUTHORIZED SIGNATURE: . . . . . . . . . . . .. .. . . . .. .. ... • . . . . JELDrWEN® Steel ,675' TMP. 6NERGYSAYBMWOUR6'�6"WOODMOOPAQUESTEELOY7 MS NPAOTWOR, 0=WIFIN&WrHOUT S/pELTIES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORMA BUILDING CODE AND HIGH VELOCITY HURRICANE ZONE 'HVHZ' REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL sfIALI. BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE I ON THIS SHEET FOR DESIGN PRESSURE R41M 5. THIS PRODUCT MEQ$ THE WATER REQUIREMENTS FOR FW* ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DARE APPROVED IMPACT RESISTANT SHUFfERS ARE REQUIRED FOR UTES 8. SIDE11TES ARE AN OPTION AND CAN RE USED ON A SINGLE OR DOUBLE CONFlGURATION. RESIORMAL. WSUNATED STEEL DOOR CComn=to al kartm oofaiAmal COMPONENT CONSTRUCTIONS: Face sheets 24 go. (0.02DI minimum Ihialmess, Galvanized Steel A-525 commerdal quality - MOO per ASTM 620 with average mindnam yieW strength Fy(ave.)=24.600 psi Care daW Expanded polystyrem with 1.0 to 1.25 Ibs./at density, by JELD-WEN. INC Thar Pane- Construction: The active and inactive Panels are constructed from 2464 (0020' min.) galvanized steel The two sheat tops and bottom are bent 90'over the top anal bottom rails; The top LVL roil mentures 1.67' wide x 1.042' high. The steal bottom roil is raft formed 0.021" gdvantred steel measoing 1.67' wide x 121' high. Tho sides of the fare sheat are rall farmed onto the LVL latch sale and Porndooso Pine Naga sale which measure 1.67' x 1.0'. The interior caWy is filled with paWyrem. The face sleets are glued to the polystyrene. Flied Lite CDOL : The sash is constructed from 24GIL (0.020"of the face sheet are hold W am the pomiia.)yrgohmnimd Stea m care and glued The W it. The The sidalite panels are routed to receive the OOL lip Lb Frames or the optional Trinity Light Frames (See sheet 7 for glazing details.) The his frames one sealed w/ DSD glazing compound on the exlerio. From C ffruction: The frames are constructed ham Pam Pme jambs fmasuring 1.25' wide x 4.5625' deep. The door and sidaDte bead jambs are mortised and butt jofrced to the side jambs and attached with (3) IVA. 2' x 7/16" corn was staples The s gj%%staWar4bump face Pqn% threshold measuring 4.041• deep • 1.0 high. lip tf•eshW haddshedwlo t the Game with 131 16U 2' x 7196• craze wu• Onnlu• • • • 1 80' MAX OA PANEL HEIGHT 81.25" MAX OA FRAME' HEIGHT — 74.5• MM OA FRAME WIDTH - 125 36.625' MAX 0- S6• MAX. OA PANEL WIDTH PANEL WIDTH w/ASTRAOM1L El 91 El 1 91 INACTIVE ACTIVE 10-00 __v v ® T go gin 0.625' -1 37.75' MAX. OA FRAME WIDTH .875' TYP. 36' MAX. OA PANEL WIDTH 80' MAX. OA PANEL HEIOB 8125' 6 MAX OA 0 FRAME HEIGHT • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U 1TEI�llil .J''.N ��II -11l ili� iAq;, kdla;W B F H 75' ;~P. MAX OA PANEL 81.25' MAX OA FRAMIE HLTGt1T o.7s• 7025' MAX. OA FRAME WIDTH 75• MULL. BAR ll TIP. ' PPAANEL WIDTHI l' i 0.625' lam( lel 155' WX. OA 875' IMP. ialiE FRAME WIDTH FRAME WIDTH .75*MULL D, 14• MAX OA Dw6. ire ,HT $A CHL er SLDFWAM PANEL WIDTH WIDIII NW BLIDm DROPS. INC. ti°po 0 6'YAX ZLq�� 870TH �13J 63.125' INACTIVE MAX OA QLD. HEIGHT 9 SINCX.E OUTSWWO IMPACT u�NfT�(OxO) em 15.5• Am. OA SIOEUIE FRW WIDTH 14' MAX OA PANEL WIDTH ..._ 875' IMP. 107' MAX OA 3MAX OA FRAME WIDTH .75*MULL D, p1t> Dw6. ire ,HT $A CHL er SLDFWAM 1I WIDIII NW BLIDm DROPS. INC. S-2104 r I - ssre Fac 407-W4-2366 INACTIVE ACTK MAX. OA PANEL FIEIDIi Z. 19 IAA. )A NAME MIT 6 0.75. 1 0.625' , MME ODM L"T (X OX X4 OXO) 1 +56 Pet -70 pM 9/VD NW-MlICT Sim i ' itaDy signed by Hamas F Novena, P.E. ry DOUBLE DDDR wT (A DOG XXQ OW) +57 pet -57 psf • 1 am approving this docurnent W/XO tort-W� Sm W te:2012.05.01 175135-0400' rave Al F. 6• MAX OA O.L.O. WIDTH 63.125' MAX OA 010. HEM DOUBLE UiIf516INC WPACT LW.7► (OXXO) W/ NQN-ILNPACf �fES VIflNEO FROM EYIERIOR ' Prepared By.. souse N.r a * C Q Dw6. ire ,HT $A CHL er SLDFWAM 1I NW BLIDm DROPS. INC. S-2104 r Pfane:407-644-6957 ssre Fac 407-W4-2366 suffkT _L OF. 0.75' MIN. CONCRETE/ 0.75" MIN. CONCRETE/ EDGE DIST. MASONRY 51 EDGE 01ST, MASONRY 1.50' BY O 0THER 150" BY 0 "r MN. MN EMB. ,/ fi r ••• • • • • ••• • 0.250' Ism -L of 8 ww MNL • • • • • • SEE DETAIL 7 • • • i 1 •• SHIM SEE DETAIL 7 •• 32 ••• • • ON SHEET 5 ••• • 1 ON SHEET 5 "'o 1 1SEE NOTE 6 ON SHL 4 29 SEE NOTE 3 0 10 sHT. a 1.750' MN 1.750" MIN. PANEL THK PANEL THK. 36 17 SEE NOT 2 ON 2 SNL 4 38 45 0.125` MIN. 4 GLASS THK 81.25' INTRIOR � 80.0" 81.25" INTERIOR 80.0" MAX. MAX' OA. MAX. SEE GLAZNG MAX' OA OA FRAME PANEL OA DETAILS. SHEET FRAME 7 PANEL HEIGHT HEIGHT HEIGHr HEIGHT SEE NOTE 2 ON 3 SHT 4 2 38 1 36 17WE NOTE 6 ON 2 17 10 SHE 4 FE NOTE 8 ON 16 32 NOTE ON 16 3 SHE 4 SEE SHE x:: . . • ,6GE DETAIL 7 NOTE 3 B • • • • • • • ON SHEET 5 • 4 \ •• • • • • • • • ••• • • qq �X. �x \�� . 31 • • '�. • • W5� • • . r• � 125` i' r: UK 1.25" 2.50i INN • CDN(WW Ems• • • • 1.75` 2.50" MN� MASONRCONCREY E/ MASONRY MIN. EDGE Wf • MASONRY• • • • MIN. • EDGE DIST BY OTHERS EMB.. • • • • • • BY D • • • (� VERTICAL ASS JGCTION• • • • • • •/V VERTICAL CROSS SECTION STH HIGH GMM 1MiRESHOLO• • • W-2..' AT SIDELTTE SASH ••• • • • • ••• • • Ism -L of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 44 1 S ITE FRAME HEAD. SILL AND AM (FINGER JOINTED PONDEROSA AWE) I WOW c : %- - " V � t4 7 P Of. scNE N.T.S. iwi cm or. S. SAFFELL C Z1 T p p r �� 4 wn•?,`� �►i • �jl` q 4A�=73 Q BD9.DNG DROPS. INC Pkvw 407-644-6957 For 407-644-2366 DRAW= wo.: S-2104 Ism -L of 8 SEE NOTE 4 ON SHT. 4 CONCRETE/ MASONRY BY OTHERS 52 7 1 15 214234 xrf LLLW]!YJ] �\\ 59 10 1 17 SEE DETAIL 5 ON SHEET 5 0.250* MAX HORIZONTAL CROSS SECTION SHW LATCH JAMB TO BU K SEE NOTE 1 26 ON SHE 4 1750' WN. PANEI. THK O INTERIO 17 1 10 51 SEE DETAIL 5 / ON SHEEP 5 HORIZONTAL CROSS SECTION 0. MAX_ 'Z JAMB TO BUCK 9611 INACTIVE ACRE 1.750' MIN • • • • • ! - PANEL THK • • • • • • • • • l�E6l4R • !" VOTE 4 • QMTHIS —' ' i • 10 1 17 • OM 911: 4 • • • • • • • • • • • • • • • • • • • / EA �i0RIZ0 • • SS SECTION AT IMPERIAL ASIXAGAL . .... . . . . . . .. .. . . . .... ... . . . .... . SEE NOTE 7 ON SHE 4 / y m io C MASONRY BY OTHERS - • i' 0.75' MIN. x „� :v Em DIST. o ASTRAGAL THROW BOLTS (2) TOTAL: (1 EACH) �Q$ 0.31' DA x 9.0' LC. AT TOP k BOTTOM SEE NOTE 2 1 SHT. 4 of ASTRAGAL TO STx F ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR aA nuulu/ 1 O`� ES F. Iw �r�• 7un S F swt N.TS. oew 'w-JWJ * aec w: S. SAEFELL ® 6u6AM man 6K. owes •o. 5-2104 P` FlW 407-6H-6957 um OF .su Fco 407-644-2366 SEE NOTE 4 4 44 28 9 4 52 7 TI T15 21 4 34 ON SIT. 4 32 log SON N� 4 31 SEE GLAZING DETAILS, L SHEET 7 SEE NOTE 6 ON SHE 4 0 /LJL6SEE NOTE 5 25 ON SHE 4 SEE DETAIL 5 ON SHEET 5 HORI 0 'TALL ROSS ECT10N Al 1 TO HING b1 NOTES: CONCRETE/ c 1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE LMPER14L ASTRAGAL. TO THE INACTI/E DOOR IS MASONRY AS FOLLOWS: FROM THE TOP DOWN & THE 8011OM UP: 1.0. 2.5; 4.0' 5.5". 13.0; 18.0' & 26.07 BY OTHERS 2. SPACING FOR ITEM 123 THE 18 x 1 1/2" PIASCREW IS AS FOLLOWS:- TOP OLLOWS:TOP & BOTTOM. HORL?0NTALY. SDELITE PAA1F? 3.0' IN FROM EACH CORNER ON THE SIDES VERTICAL I Y FOR THE c10E1 OF PAb c• 3.0 , 13.0: 26.07. 39.0% 52.0' & 63.07. ° e 3. SPACING FOR REM 131 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SMELITE AND ITEM 19 THE 16GA. X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTAL! Y OR WE j8' QUARTER ROUND): 1.25" IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. e ON THE VERTICALLY 09 STH 3/8' QUARTER ROUND & MULLION GO 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. a '" 4.WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCREW. a° WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2' ' PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SDEIM PANEL IS SECURED INTO THE OUR JAMB W/ TIN 129 SILLCONE CAULK ON THREE SIDES AND ° 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRW NAILS x 3/4" LONG. 7. WHEN ATTACHING THE HINGE TO THE AS �{Q WC9 USE ITEIj 127,•A I10 x Ni••PFH SCREW. WHEN ATTACHING EDGE* MHN. ae THE HINGE TO THE JAMB AND SDEMTE JAMB A16THO MIRLIOW USE HEM 14!A 110 x 1 3/4' PFH WOOD SCREW. MST 8. SPACING FOR ITEM 149 THE /fix 1 j/Y PA�WV S W:FRICTY3&8125-,417.5625- )•IS AS FOLLOWS: s, SDFI LTFFaau FROM THE H TDP DOW01 VERT) I Y 3.35 , •18.M2 311.8125 , •17.5625" & 62.625'. SIDaM LITFFRAME TOP & BOTTOM oFWM 1WL• In " (1) SCREWAT l.4". ° 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISITCS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBST I AT & JAMBS. 125 WHEN INSTALLING INTO MULLIONS. USE ITEM 116 WH�I IN6TAT I INFO f�N�RY S�TF• d7•SIDELLTE sus. met a• • •• • • • •• • • • o • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE 3 SHT. 4 SEE NOTE 223 ON SHF. 4 29 SEE NOTE 6 ON SHE 4 SEE DETAIL 5 ON SHEET 5 0.250' MAX. _ SHIM D NOTE 7 SHE 4 ` ON NSR. 4® 70.750" 29 SEE NOT ON SHE 466 SEE GLAZING DETAILS, SHEET 7 AAIW. EE GLAZING ETAILS, SHEET 7 XTERIOR NTERIOR GLASS THIT. HORIZONTAL CROSS SECTIO ,9T,4WjjLITE TO BUCK cSF.Nn-°1.. 12 7 Pied 8y, SCALE N.T.S. * = arts. er: JWJ Q auc er: S. SAFFELL 10 SEE NOTE 5 .� Bulm DROPS. INC. 017 P` Phmw 407-644-6957 ON SHE 4 �x F= 407-644-2766 SEE DETAIL 5 0.750" ON SHEET 5 39 HORIZONTAL CROSS SECTION A7 I LI TO 7CH JAMB 0 /LJL6SEE NOTE 5 25 ON SHE 4 SEE DETAIL 5 ON SHEET 5 HORI 0 'TALL ROSS ECT10N Al 1 TO HING b1 NOTES: CONCRETE/ c 1. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE LMPER14L ASTRAGAL. TO THE INACTI/E DOOR IS MASONRY AS FOLLOWS: FROM THE TOP DOWN & THE 8011OM UP: 1.0. 2.5; 4.0' 5.5". 13.0; 18.0' & 26.07 BY OTHERS 2. SPACING FOR ITEM 123 THE 18 x 1 1/2" PIASCREW IS AS FOLLOWS:- TOP OLLOWS:TOP & BOTTOM. HORL?0NTALY. SDELITE PAA1F? 3.0' IN FROM EACH CORNER ON THE SIDES VERTICAL I Y FOR THE c10E1 OF PAb c• 3.0 , 13.0: 26.07. 39.0% 52.0' & 63.07. ° e 3. SPACING FOR REM 131 THE 16GA x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SMELITE AND ITEM 19 THE 16GA. X 1" BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTAL! Y OR WE j8' QUARTER ROUND): 1.25" IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. e ON THE VERTICALLY 09 STH 3/8' QUARTER ROUND & MULLION GO 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. a '" 4.WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2' PFH WOOD SCREW. a° WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 124, A 18 x 2' ' PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SDEIM PANEL IS SECURED INTO THE OUR JAMB W/ TIN 129 SILLCONE CAULK ON THREE SIDES AND ° 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRW NAILS x 3/4" LONG. 7. WHEN ATTACHING THE HINGE TO THE AS �{Q WC9 USE ITEIj 127,•A I10 x Ni••PFH SCREW. WHEN ATTACHING EDGE* MHN. ae THE HINGE TO THE JAMB AND SDEMTE JAMB A16THO MIRLIOW USE HEM 14!A 110 x 1 3/4' PFH WOOD SCREW. MST 8. SPACING FOR ITEM 149 THE /fix 1 j/Y PA�WV S W:FRICTY3&8125-,417.5625- )•IS AS FOLLOWS: s, SDFI LTFFaau FROM THE H TDP DOW01 VERT) I Y 3.35 , •18.M2 311.8125 , •17.5625" & 62.625'. SIDaM LITFFRAME TOP & BOTTOM oFWM 1WL• In " (1) SCREWAT l.4". ° 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISITCS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBST I AT & JAMBS. 125 WHEN INSTALLING INTO MULLIONS. USE ITEM 116 WH�I IN6TAT I INFO f�N�RY S�TF• d7•SIDELLTE sus. met a• • •• • • • •• • • • o • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE 3 SHT. 4 SEE NOTE 223 ON SHF. 4 29 SEE NOTE 6 ON SHE 4 SEE DETAIL 5 ON SHEET 5 0.250' MAX. _ SHIM D NOTE 7 SHE 4 ` ON NSR. 4® 70.750" 29 SEE NOT ON SHE 466 SEE GLAZING DETAILS, SHEET 7 AAIW. EE GLAZING ETAILS, SHEET 7 XTERIOR NTERIOR GLASS THIT. HORIZONTAL CROSS SECTIO ,9T,4WjjLITE TO BUCK cSF.Nn-°1.. 12 7 Pied 8y, SCALE N.T.S. * = arts. er: JWJ Q auc er: S. SAFFELL aaxaxs NO.: .� Bulm DROPS. INC. S-2104 P` Phmw 407-644-6957 �x F= 407-644-2766 4 ov 81.25' MAX. OA FRAME SEE DETAIL 4 ON THIS SHT. 40Y L _I 7.00' TYP.1---112.11225' Liii p. SEE DETAIL 3 ON THIS SHT. D008L— E DOOR SIDELIRS ANCHOR rxennus YEEWED FROM INiER10R 25 16 14 � �� rs- • • • • • a • SHEET 4 • e • • • • 4x / \ 41 •• ••i i •moi •6 • 1 0 • 41 1 • 6 \ / • r -' •�^-•moi •• •e•. � •/ • ••• • •• • •• • • 7A1 - ®H eQ ie►1BDUAIL63 •• • • 4• i • L4TRAGAI STRIKE P1d4TE ASTRAGAL+ S1R g e • • AOS TO AM do DOM ••• • • • • ••• • • • •• •• • • • •• •• f•• • f • •e• f • MAX. OA FRAME / 5 STRIKE PLATES TO ASTRAGAL 4 SHEET 4 5 DETAIL 6 STRIKE PLATES TO JAMB & SEE DETAIL 4 ON THIS SHT. .mad o o� M z_o tTs � BY: jW J er: S. SAFFEll NO un 5-2104 S OF 8 .15• UK C -SINK. SEE NOTE 10 \ ON SHEET 4 - 11+4j DETAIL F �NTERSINKFOR INSTALLATION ANCHORS i • �0,�� 7 PmWed Sr. r, • ����� mm MOPS, W. ppm ' Phom 497-644-6157 1A�� Frac 407-644-2366 .mad o o� M z_o tTs � BY: jW J er: S. SAFFEll NO un 5-2104 S OF 8 MAX. OA FRAME 107.00' MAX. OA FRAME WID . .. .. . . ... ... . . .. .. . SEE DETAIL 2 ON SHEET 5 4.50' TYP. 16.41' 71P. 3.00' 00' IYP. 13.41 IYP. 3.00• 00• IYP. 6.00' 7YP. TYP. .00• .DD' TYP. 6 TYP. 3 5 SPACES 0 13.85' I �Typ, 7.00' TYP. Dm. BY. JW LJ 7.00' TYP. sir 6 OF _ . TYP. SEE NOTE 5 SEE DETAIL 3 25 ON SHEET 4 DOUBLE _ ANCHOR LO ATIONS SEE DETAIL 5 — — •• ••• • • • f ON SHEET 5 5.5D'I 1 25 I • •• • • • • ••• • x •• ••• •• • • • •• II 16 — — TYP. I I 1 1 l I SEE DETAIL 4 ON SHEET 5 s P Il 5 SPACES 0 13.85 3.00' TYP.o0' TYI—P--� 3.0 t—. I 7.00' TYP. Dm. BY. JW LJ 7.00' TYP. sir 6 OF _ SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WITH SMITES ANCHOR LO ATIONS VIEWED FROM INTERIOR •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• •• • ••• • •• • •• • • • • • • • • • • • • • • • • ••• • • • ••• • • SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR g� mg SEE DETAIL 4' C ON SHEET 5 .: •c .• 7 O * k _ A W �iBUILDING AW-For4O7-64-2366 Prq-ed Of. Q DROPS, NC. Phmic 407-644-6957 WALE. N.T.S. Dm. BY. JW ax er: S. SAF DRAW a No.: 5-2104 sir 6 OF _ EXTERIOR 0.125' MIN. TEMP. GLASS INTERIOR I I 0.50' GLASS SITE 17 29 50 29 46 50 38 23 SEE NOTE 2 ON SHE 4 EXTERIOR 0.500' MIN. o GLAZING DETAIL 1 ODI.LITE FRAME SINGLE PANE � 1: GLASS THK. 0.125' TEMP. 0.250'. AIR GLASS " NOS 1/8` TEMPERED GLASSSPARTE SPACE POLYCOM PP5530 C13 `"25` x .50 0.125' TEMP. INTERIOR INTERCEPT GLASSg GLASS 50 17 29 29 48 50 45 49 SEE NOTE 8 ON SHT. 4 a § r. EXTERIOR 0.125' TEMP. GLAZING DETAIL 2 GLASS TRINITY LITE FRAME 1/2' INSULATED TEMPERED GLASS 1.000 MIN. LUPOY EU -5107 ta 750' AIR SPACE GLASS THK. 75' x SO' 0.125' TEMP. lYQIE GLAZW INTERIOR STEEL SPACER 0.50'_ GLASS SHALL COMPLYALL IWS�AF�ETY CLASS • • • • • • • • • • • • GLAZING REQUIREMENTS OUTLINED `� 21 BNE • • • • • • • • • • • IN FBC SECTION 2406. 50 4 4 SEE NOTE 8 i • •• • • • • • • • • ••• • �,,, EWE cajc O 4 N SHT. • s s • • • • • • ,F uac 9-11-01 • •• ••• •• • • • •• ��� r : p SMALL.N.T.S. d�IN DET 3 Prapmad By 1RMOY LITE FRAME # . * = OWL BY. JWJ 1' INSUUITED TEMPERED GLASS LUPOY EW5007 • • • • • i • • • • • • • • • • ' 'd ? (Y •�2�•� cwc W-. S. SAFFELL _ S-2104 • • (q�7 , • • • i • • �i�'� xw�o A BLKW DROPS. MC. •• • e i i e•• i i i i + Phm 407-644-6957 SHEET _L OF • • • • • rvx For 407-644-2366 w • • • • • • • • • • • • m r1.670' 1.670" 1.670* 1.670' 4.5625' t-- 2.lW- 1.210' 1.000• 1.000* 1.042* 0.750- Z5 0.5w, -T DODR ODTTOM L1ALL DOOR UNGE 12 FWM JOMW PONDEROSA DOOR LATCH 2 24G4 (0.0211 STEEL PWE WOW LVL JOWTED 4 44 PONDEROSA PINE LC I A r1.645* 1 G529* .... . . . . . . . . . . 1.54 596 0.380•• 1.544' 0.831' -T 0.140' 1.750 1- 1-750:--4 1�352- 0.531r � F Z521 2519 2.621 03 CORNER MOCK ODUPRESM WAT STEEL BOTTOM P& WS 650 SCHLEGEL O-LON OwLaMPOLAWIMINK @",- �POLYPRW. UDF . 3.0" LM TOM PL4SW LITEKR MATEM MW MSTIC UTE Iff MATUM ODL PLASTIC LRE 10T UATERML USGO" I JAPPROVED UNDERLITEU�mm_iv--A= IAPPROVED UMM fiM-19--A= !!-� 1.250' APPROVED UNDER R 1.109• O.M. 0.482* Om. 0,375* T 0.375' T- 0.624- T- 10 OU4M 1.750' 24W' 1.736"0.675' ❑F; 2.(M. ASTRAGAL HAS TWO 0.3125' 0 11 Z137'1.012 0 LONG BUTS. 0 1.375- 0 0 t 6N Top. i om sonvy 0 1.025" 1.381, Ow. [rig -4 +oogr 4.WD' 0 F1 to 400 ASTRAGAL (IMPERIAL)ASMArAL STRIKE DDQR LATCH STRIKE DOOR LATCH MD 28 AUWA RACER STEEL BUTT NAM 6063-i6 ALUMINUM (MUM 0.125- STEEL)STEEL @ BOLT STRIKE PLATE STEEL PM (81.25" EM) (D4* x 4* x 0.097" Mt STEEL RAI 11.875'1.710* - WTW U90 4.D41' By PFUXO 4.000' 7 Prwed B)r $CALL. N.T.S. um vr iwi • 1�b LOCK* V..gm. BLqm Om W. 5-2104 15 FINGER JONU PONDEROSA PW Rwmc 447-MXFM 7 ago 127 W. Fairbanks Ave. /5/A\\, BUILDING DROPS Suite 438 Winter Park, FL 32789 A Perfect Solution in Every Drop 407.644.6957 PH Certificate of Authorization: 29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o SideRtes for Florida Product. Approval FL# .FL 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 60iir Steel Outswing Door J gr 9;/t Sidelltes.. Material: Steel/Wood' ' ...... .... Product Dimensions: 107'X 8b25" (M=dmgW:.. Prepared For: ,1ELD-WEN, inc. 3737 Lakeport Blvd. Mam ath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/01/2012 Contents: Does •• • . 0 . . .... s ss D.:... I uii ..... .. %%j F.... At�ES . � s O .: . ��• TT ..�3 �i 'cam•'••......•••' % Evaluation Report Pages I InsWlaon Details Pages 5 — 4 ���'" 1111 ► t 1,' ` Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17:42:30 -04'00' /R/,\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies FL#: Iss' S 19 Date: 05/01/2012 Report No: 2035 Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL# 73778) forJELD-WEN, Inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Umits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2010 Florida Builds ��Code, including the "High Velocity Hurricane Zone" (HVHZ). •0000 • 2. Product anchors shall be as listed and spaced as shown on deta& Aw ckor empedgript into .' . . • • substrate material shall be beyond wall dressing or stucco. • : 0 0 0 0 • • �. 0000... 3. When used in areas requiring wind borne debris protection this Brogj"complies with Section 1609.1.2 of the 2010 Florida Building Code and does not rggijige an impact resistant: 0 0 0 a covering on outswing doors. • • •' : ' 0 00 960666 4. Non -Impact sidelites do require an impact resistant covering whggwwAin areas regclring ***a* wind borne debris protection to comply with Section 1609.1.2 ofabg 2010 Floride•Building 0000:0 Code. 000000 • ' 5. Site conditions that deviate from the details of drawing S-2104 require farther filgipj%ring analysis by a licensed engineer or registered architect. 0• • • • :0000: 6.00 0 See Installation Instructions S-2104 for size and design pressure Iia ifatidhs. ;' Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 0 //a BUILDING DROPS FL#: I SSST9. i A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 Report No: 20355 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: • 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 6666 60.0 6090•• • . • •. • 6 •• • • •6.66• • 6 • • 6 66 •0.06• • 066669 • 0 60.0.6 6666 •• • 6 • • •• • • •0660 •66.6• • •• •066 006• 6666•• •• •• • ••666• • • • • • • 0000•• ••666• 6 0600• :00000:* 6 •• • 69.6 • • 0000 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS FL#:15'55"• 1 A Perfect Solution In Every Drop Date: 0 012 Report No:o: 20 20355 Cenificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" 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 ITN 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 P5F* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. • • 0000 • ••00•60 • 0.00.0 0000 • • • •00•••00 • •• •• •••••• • • f 00 •• 0000•• 0000•• 0000•••• • • 0000 • 0000•• 0000•••• 0000•••• 0000 • • • • • • * 0000 0000••• • • • 0000 0000••• • • • 0000•• 0000•••• • • • • 0000•••• 0000•••• • • • 0000•••• ••+• • • • 0000•• Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 1(k BUILDING DROPS FL#: / SSS$ • ) A Perfect Solution In Every Drop Date: 05/01/2012 Certificate of Authorization: 29578 Report No: 2035 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 2I"_.'Yc. UO t 70 r1P .a f.:G ,_ro ,fPi I o.'r0 Y•P JGO IYP 7 6 IYP —I(i II I I ! I III III I I III I 1 5 i'rP. —I I III III I t 7� 5 SPACES 4 13.8.5- — 1111— 111 _un _ — 1111— 111 _illi — I I I I I I I I I i 00' IYP- S.UO" IYP-- d -3.00" 1r -P 5.70" iti'� 7.00' '00° tYP. 0000 0000 •••• •• • • •• •0•• .000.0 ••••• as Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 0000•• 0000• 0000• 0000•• • 0000•• 7 1 I I 1 I 1 I�I If -T! 17 iF fI—r vI ^I • SII I SPACE; I? 11 54' �� J i — ••Ir0•• *•• • II _II _i I •�•• i 0000 0000 •••• •• • • •• •0•• .000.0 ••••• as Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 0000•• 0000• 0000• 0000•• • 0000••