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WS-16-2245 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-89729--�C (D _ tED —1 q-0 9 Inspection Number: INSP-265102 Permit Number: WS-8-16-2245 Scheduled Inspection Date: September 21,2016 Permit Type: WindowslShutters Inspector: Mesa, Michel Inspection Type: Final Owner: WICHMANN2 ANGELA KELSEY Work Classification: Door Replacement Job Address:1399 NE 104 Street Miami Shores, FL Phone Number (954}444-2156 Parcel Number 1122320320040 Project: <NONE> Contractor: ULTIMATE ENVIRONMENTS INC Phone: (561)998-3643 Building Department Comments INSTALL NEW FRONT DOOR AND SIDE LIGHTS Inftactio Passed comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until reinspection fee is paid ( 6 September 20,2016 For Inspections please call: (305)762-4949 Page 7 of 23 M ov Miami Shores Village y' I � � ili � W r� 10050 N.E.2nd Avenue NE o Miami Shores,FL 33138-0000 ' a' n . F 1 E fie Phone: (305)795 2204 Is Expiration: 0 0 2017 7�01 Project Address Parcel Number Applicant 1399 NE 104 Street 1122320320040 Miami Shores, FL Block: Lot: ANGELA KELSEY WICHMANN Owner Information Address Phone Cell ANGELA KELSEY WICHMANN 1399 N.E. 104 ST. (954)444-2156 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 4,120.00 ULTIMATE ENVIRONMENTS INC (561)998-3643 (561)985-4033 _.. _....._. _ w..__.... _.. Total Sq Feet: 0 Type of Work:INSTALL NEW FRONT DOOR AND SIDE LIG Available Inspections: No of Openings:1 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Structural Review Structural Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-8-16-60933 DBPR Fee $2.00 09/07/2016 Check#:3610 $ 131.00 $80.00 DCA Fee $2.00 Education Surcharge $1.00 09/07/2016 Check#:3691 $69.00 $11.00 Permit Fee $110.00 09/07/2016 Credit Card $ 11.00 $0.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $211.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above-n on a to do the work stated. 10 September 07, 2016 Authorized Signature:Owner / Applicant / Contra r / Agent Date Building Department Copy September 07,2016 1 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 d ��--FBC 201'-1 5 � BUILDING Master Permit No.-2_17 o.-qLr — 1'199 PERMIT APPLICATION Sub Permit No. 22 VS FE-1131,111-DING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1399 NE 104th Street City: Miami Shores _ County: Miami Dade Zia: Folio/Parcel#:11-2232-032-0040 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Angela Kelsey f/k/a Angela Wichmann Phone#:954-444-2156 Address:840 South Lake Drive City: Hollywood State: FL -Zip: 33019 Tenant/Lessee Name: Phone#: Email: angelaposts@gmail.com CONTRACTOR:Company Name: Ultimate Environments, Inc. Phone#: 561-998-3643 Address: 1742 Costa Del Sol City. Boca Raton State: Florida Zip: 33432 Qualifier Name: David Habeck Phone#: 561-985-4033 State Certification or Registration#: CGC 1510686 Certificate of Competency#: DESIGNER:Architect/Engineer: JAO Architects and Planners Phone#: 561-391-4115 Address:3100 NW Boca Raton Blvd. City. Boca Raton State: FL Zip: 33431 Value of Work for this Permit:$4120.00 Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration: El New ❑Q Repair/Replace ❑ Demolition Description of Work: Install new front door and side lights Specify color of color thru tile: Submittal Fee$_ A Permit Fee$ 1 �A CCF$ Q�) CO/CC$ Scanning Fee$ Radon Fee$ 7- - DBPR$ w Notary!'p (25 Technology Fee$ Training/Education Fee$ ' Double Fee$ Structural Reviews$ �� CQ� Bond$ 0 TOTAL FEE NOW DUE$ I (Revised02/24/2014) >a Bonding Company's Name(if applicable) n/a Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 Signature �WNERorAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this D �day of 20 1 (a .by Gi T" day of_�,�cpU S� 20 I(, by ho is personally known to k0.beL('C who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PU 7 Sign:g Sign: Print: Print: 382 nrA- Jjoo" moo, �, IEATNA L. 1 t P`k Notary poft•State of Florida Seal: JEENA NELSON Seal: a • £ MY COMMISSION N FF053790 N •'g Commission M FF 934043 0 EXPIRES:September 15,2017 My Comm.Expires Feb 4.2020 � '•.FOF ��. ¢we APPROVED BY Plans Examiner Zoning 4o'7 Structural Review Clerk (Revised02/24/2014) k NN cam` u7 X a AUG 2111P09 20 MIAMF1DiADE M MADE COUNTY TeIr U -" i� 11805 SW 26 Street,Room 208 DEPARTMENT O)<R '.'F la r E n OMIC' �L►�_ ER) Mi i,Florida 33175-2474 BOARD AND CODE N D ION', i ° T(786)315-2 90 F(786}315-2599 NOTICE OF AM ANCE O r-F- ! www.m amidade. ovleconom SIW Impact Windows,LLC n, VOTH nAL 975 S.Congress Ave.#102 a Delray Beach,Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the acceptem+anner,,the• • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,jUodtfy, or Wppnd the use•• of such product or material within their jurisdiction. RER reserves the right to revoke.tWs acc ede, if yt,";o determined by Miami-Dade County Product Control Section that this product or material failsZoeneet the Bequirementss of the applicable building code. 00000" •••• • This product is approved as described herein,and has been designed to comply with the Flof1diBuilding•Eede, 00:000 . . including the High Velocity Hurricane Zone. 0000. . ..0 00000 00 0. 6000 0006.. DESCRIPTION: Series"500-9 11Aluminum Outswing Doors wAvo Sidelite or Transgw6... . 6. APPROVAL DOCUMENT.-Drawing No.W13-68 Rev C,titled"Series 500-9 Alum Oiitswing Entr j:�por 000000•6.0• (L.M.I.)",sheets 1,2,3,4,4.1 through 16 of 16,dated 12-30-13 and last revised on Oct 06;2015,pprepa3-ed by Al- :.... Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product OWivol Approval stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1. See DP tables for X or XX in sheets 2&3 O/X or O/XX in sheet 4 for O in sheet 4^1 and door w/sidelites(Narrow stiles w/wo Reinforcements and/or Wide stiles)in sheet S.Lower DP from door w/transom or sidelite may control. 2. Max single door leaf width mulled with sidelites in sheet 5 shall not exceed=36-91/6". 3. ADA threshold options#1 and 02 are not rated for water Resistance and limited to DP=-1-'/-62 PSF. 4. Glass A is limited to DP=+/-70 PSF.Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0305.06 consists of this page I and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. MIAM=COUN NOA No.15-0406.13 Expiration Date: May 22,2018 Approval Date: October 15,2015 011\1 Page 1 t S SIW Impact Windows,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files#see below) 2. Drawing No.W13-68 Rev C,titled"Series 500-9 Alum Outswing Entrance Door(L.M.I.)",sheets 1, 2,3,4,4.1 through 16 of 16,dated 12-30-13 and last revised on Oct 06,2015,prepared by Al-Farcoq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file#14-0305.06) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-.24• 3)Water Resistance Test,per FBC,TAS 202-9400000 0 0 6 6 0 0 4)Large Missile Impact Test per FBC,TAS 201-94••• 0 0•• •; 5)Cyclic Wind Pressure Loading per FBC,TAS 20'T-W:0 606 6)Forced Entry Test,per FBC 24113.2.1,TAS 20 Y.4; 0..0 ;•••• Along with installation diagram of aluminum Outswing doors w/wo sidelitd anc ftnsoh4prdparedd.... by Black Water Testing Inc.,Test reports#BT-SIW-13-001 and BT-SIW 13;80¢date$ TJuN 10, ••:•• 2013 and December 11,2013,both signed and sealed by Yamil Kuri,P.E. '0 " 6900 90 90" Note: The above test reports have been revised by an addendum letter dated.•0r%1 /14,jssueo by 6•0;; Black Water Testing Inc.,signed and sealed by Yamil Kuri,P.E. 0 0 :90096 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 6 6 0 • .. 0000 2)Uniform Static Air Pressure Test,Loading per FBC TAS 2022*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 installation diagram of aluminum Inswing/Outswing doors w/wo sidelite and transom,prepared by Hurricane Engineering and Testing,Test Report No.HETI 07-4339,HETI 07-4371,HETI 07-4371,HETI 07-4372,HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A&B dated 10/01/08,HETI 09-2572A,HETI 09-2573 dated June 30,2009,all signed and sealed by Candido Font,P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014(5t4 Edition),prepared by Al Farooq Corporation,dated MAR 27,2015 and last revised on Jul 30,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-04&-09 D. QUALITY ASSURANCE 1, Miami Dade Department of Regulatory and Economic Resources(RER). Ishaq I.Chanda,P.E. Prod act Control Examiner NOA No.15-0406.13 Expiration Date: May 22,2018 Approval Date: October 15,2015 E-1 r + SIW Impact Windows,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I.DuPont DeNemours&Co.,Inc. for the"Sentry GIass®(Clear and White)Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours&Co.,Inc.)for the"Butacite®PVB interlayer",expiring on 12/11/16. •..• F. STATEMENTS(Except item#1,all other submitted under file#14-0305.§6) •• •••• ••••;• 1. Statement letter of conformance to FBC 2014(51h Edition)and letter of fib frfiancial'Uftest, '0 prepared by Al Farooq Corporation, dated 03/25/15,signed and sealed Vj.Jq0jad AhW.P.E. ;0"0 2. Lab compliance as part of the above referenced test report. •••••• .... .... . . 3. Addendum letter dated 05/09/14 ref#BT-SIW-13-001 and BT-SIW-13006;issueaohy Alack ••:••• Water Testing Inc.,signed and sealed by Yamil Kuri,P.E. •0:••: : 0••. ••••• 4. Addendum letter ref HETI-07-4374 dated May 06,2008,issued by HE11fined and;ealed '•';:' by Candido Font,P.E. ; ;• 00 G. OTHER 00 0 0000 000 • • 1. This NOA revises NOA#14-0305.06,expiring 05/22/18. 2. Test proposal dated 05/23/1,approved by RER. shaq I.Chanda,P.E. Product Control Examiner NOA No.15-0406.13 Expiration Date: May 22,2018 Approval Date: October 15,2015 E-2 r r n • . • • DRAPE •• • •• • NAR STRUCIURod. SHAPES MARYDECORAIM GRILL . . g 3/18'HEAT STREWD GLASS 3/IB'HIAT SDgN'D CATS • AW kAb4— PVB Dgp•y •••••• • $ < • SP Ttvrarq Amnka,bC.' W k—ka W • •• fR6B21ce � •.•• � • 3/IB'NEAT SIREN'D CLASS '3/tr NEAT SRffitb GLASS 13 •.•• a • • B10 SNS • •• • • 4/CRUZ MDL • • • �$j �p.yy�� Epppp •• •• ••.• n • •• �F 7 17 aF 7 17 •F �/ i 1 \� • 3 12\ " 3 12\ 6 ! 1 I TFIESE DOW25 ARE RATED FDR IARfE IS S�+tLL NIpLE�IPACf. `� • t \ SItUETERS ARE NOT • • • • •. •• SER I I I I ) .....• a t I I ALUM Roo /�� ALIIIIAdUM OUOU T3NING nu.;Dodh • HT11SND DOUBLE(XX)LEAF DOORS •..• o_'y 4 • \\ , DDW \� , ooW ees SDVO.E SINGLE(0 Do(O/V) DO TRAN0 TRAXSGM SOM��T M SINGLE AND DOUBLE LEAF DOORS NDN SIDELDES SEE SHEE,S. GI.A.99 TYPE'A' GTABS TYPE'D' AI. NATR aanun DSf n. SEE SHEET 2 FOR GLASS TYPES AND LOCING OPTIONS, 7/t8'OVERA L IAM.CLASS 7/16•aDa1L IAN.CRSS MASS TYPES•A'a•D' SEE SHEET 3 FOR GLASS TYPE AND ADA ILL = SEE SHEET 4.1 FOR SDNGLE SIDELRE AND GLASS TYPE LOWER VALUES FROM TRANSOM/SIDE3TIE CAPACITY CHART OR DOOR CAPACITY D-$m 8137 TEMP.CLASS WILL APPLY TO ENTIRE SYSTEM. iN =wi AIR SPACE 3/16'TEMP.GLASS DOORS WITH SCD.SILL APPROVED FOR OWALIATIONS WHERE WATER `. D�tATNE PANEL INFILTRATION RF�SVISCE IS REWIRED. bl O1@o AM SPACE ARI SPACE DOORS WITH ADA THRESHOLDS NOT APPROVED FOR WSTALtATFIN15 WHERE O 3 18'HEAT STRONG GLASS WATER INIFILTRATTON RESISTANCE IS RECARED. 8/32'NEAT SIREN'0 LASS / p�yr1��T� Bubble Butorfla PYB THIS PROOIN:f WAS E&III DESIGNED AND TESTED 70 COMPLY WITH THE WS PVS REQUIREMENTS OF TIB:FLORIDA&AI.�10 CDOE IN HH)HI VELOCITY GG BY'Numq Anuuleq Ix' DF'Kulvoy Ammk6,be.' MATPoCAN E ZONE(HVHZ). qq 3137 HEAT SYR=MASS 3/16 LffAT SR6N'D GLASS IBY OR 28Y WOOD BUGS BY OTHERS,MAST BE ANCHORED PROPERLY R TO TRANSFER LOADS TO THE SfM1CRIRL SRALINE SILICONE ANCHORS SHALL BE AS USHDD.SPACED AS SHOWN ON DETAILS•ANCFIORS DOW 665 DOW 668 EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR SRICLG. $ h ANCNDR1No OR LOADING CONDOVS NOT SHOWN IN THEA DETAILS ARE p NOT PART OF THIS APPROVAL. 7 \ SILICONE To BE APPLIED TO ENTIRE FRAME PamErER g 13 13 A LOAD MM710NI INCREASE IS USED IN OSION GL ANCHORS INTO wow ONLY. 8 $ I I I MATERIALS INCLUDING BUT NOT LDTITED 70 SaSSIN"TEEL/METAL SCREWS.THAT ( I RECOME INTO CONV=WITHEQUIREMEENTS OF Fl�EADG C DE.MATERIALS SHALL IFkT Tiff 1 1 $ EDGE SPACER NtA i 16882 C ST.STEM CAN. CLAW TYPE'C' GTAN 7m•D' yTj � � A 8 I.OVERALL.LAM.DSIL.GLASS P OVENNL LAM.INS-GLASS qclo NaWLIg 110. ctAzsTc oT>7•torts W13—&S 6NaeN t mte DOORS WITH S'T'D 3 POINT LOMNG HARDWA_xx 39]/8-F9UL 78-MAX FRAME VDIR FRAME 819TH A 13 3/4' 133/4- 5 33/4-5 1/4-MAY LN7C 5 1/2-MAX YAX • • 0 cowrEWAD�RS A S°f' A "-- SILL. • *00 •• •••• • :• •••••• •• • F7Q; • •• C7)AT r O.C.AT STILE E/iD5 000000 • V • / E We, mm aq •tl - f��__= i m� 4t� 4i 41 •••••• • •• • 0 4 amjig q,( •• •• •••• Fv •• L 000000 6 SEE SFTEET f�FOR LOCOeNG OPTIOAS • S IT ••q°y •• —OPTIONS tv AT AC11VE&NACTDTE LEAFS. •• ••• $ p SEE SHEET 14/ gg iia \\R ' 'g 8g 8� \\� � I � / •• • •••••• R� •• I� \ SEE SHEET 14 ADMAE DUCTFAi pcIRE ►�,� 3j �oi'$�r`i ••�hFw.m•.nF1r M W SURFACE APPLIED 3� s11sALE APPLIED �• 3' � FAA DEOMAY BE USED B `I TDECORAinE d8u AUX MUNM ORB 8 1/Y �M Z-5m o MAY BE USED 2e 9/18'WX $ WY BE USED 25 9/19'MAIL $ MAX g D.L.OPO. D.L.BPS. $ AT AOA THRESHOLD MY ANCHURS �� tl 38 9/18-MOR. 38 8/18'YAY DOOR LEAF (7) r O.C.7 3' .0 TITI DOOR LEAF Um ( ANAT SOLE ENDS pp�gg gg CAL � C g 8 R ( x) (roc) pill $�4$ I1ooLm 1nAD CAPACITY-Pae IUM=pt)OR DD1DR8(>Q)DOOS4 TMOUT TRANSOM SLVAE DOOR(e) DOUBLE DOOR Goo GLASS I LOCIIS 11R® NOTE: - s 1RM5. 006 TePB'A' TYPB'MY Ter®'C&'D' TYPF9 L,a TlTB a TYPE 9 GLASS CAPACITIES ON THIS SHEET ARE fA FRAME FRAME FRAME FRAME O 'n BASED ON ASTM E1300-09 (3 SEC.GUSTS) ffi S- 1mHu" WIDTH 1EMmR WA-) 9D{-) Exr.(+) wr{-) Fav{+J wT{-) exE(+) M{-) Ezt{.) wr{-3 off.(+) Dl � AND FLORIDA BUILDING COMMISSION ]aD 7oa e9a �.9 eoo eoa Son ae 9a9 soo m.9 5zD 3 DECLARATORY STATEMENT'DCA05-DEC-219 70.0 ]0.O 80.0 MID Sm an an an 80.0 80.0 82D 82.0 4 Q 39-3/9- f08- 79' 188' 70A 70.0 80.0 80n -_ -- BOA aA - - - - 4 TAR. y 3 W.(+)DESIGN LORD is 9O550D ON SID.SOL GLASS DA-0.FORMULAE. JO }SEE SHEET 1 FOR GLASS TYPES DESpePTION. ySESSHEET 14 FOR LOW AND HFM9S DESQRVWN. DLO.YAM=FRAME HRHI-9913•'DOR) $ gm(FRAME 97DTH-22.876�/2•D.LO.HEI(8TT=FRAME HER9IE-119-(' SOTTON RML) ?p1J droMn9g Ta. FRAME HEW-135-(5.BOTTOM RML) W13—� FRMS FEIpIT-15.5-(8-BOTTOM RAL) *USING$20305(1/2-HT.)THRESHOLD 51 OB(p DOORS WITH SURFACE "PLIMP PANIC HARDWARE �v 39 1/4' 78 1/18' 000* z. S FTtAME Wm1H FTw¢Rom • • •••••• F 5 t/2•MMC 5 1/Y MAIC • • • • /may At HEAD/ax qt __ •• • •• • yy IF •••••• •••••• CO •i• •• • op r MffAoAM AT 3'O..atsREeros •• � • n n .�a SEE SH/Ef 74 iv n u 24 ( �SHEET 14 '''� SEE SHEET 14 FOR lOfYC • •• •• H , AND IM 9TOR DEVIL. • •••• � �� �" • \\ \\ �S. / •• • •••• 3.� � • \ \ L�7 t4 • • • O¢ro� \ \\ ri a g„ kyr� Bi 26 8/IB'YA2 28 38 S/is•MMC 35 9/ts•4WL SU ANCHORS AT SIRE ENDS DOOR •!2�t� $p DOOR¢LEAF WfODt DDEµ•7Rp711 (7)AT 3.O.C. €O 8 TYPICAL ELEVATION MICAL Q ( IP x) DOOR OPTIONS (xx 1 � �g INN DOORS TOAD CAPACPf4-PDB Dow LOAD CAPAQM7-PSB amme DDORB(z) Baum moss c1A5B"m B DOOR UI& AU 78@ffi80tn DOOR ma Aoa�'r Baa c H, FRAME ERA1ff mdr) pvr�-) FlRA11E Fl+ ExL(q wE(-1 eNrlt Ima+r WmtN MEW 38-1/4• 57-3/+s' NOTE' m s20 820 7s-7/i8• D7-3/18• 820 B2A h S7Fill e VERn COMPLIANCE WITH EGRESS UWTATUM WHERE REQUIRED. FTA. !71691 C MOR D.LO,DIMS. 0 $2O7<J 8 O.LO.HEIGHT-FRAME HE1GW-13.3t3•(V BOTTOM RAIL) drodeeg sO' O.LO.WWH(X DOORS)=FRAME W@TH-12.825• W13-68 D-LO.WOTH()OM DOORS)_(FRAME WOTH-zz.175)/2 sheet mte 39 3/6•MNL W MAIL SWU O6 DOUBLE DOORS NIH TRANSOM CeACW-raz V OOOR/IRW-WM FRAME wfz OOWt/IRMISOM FRAME wm01 now Imm Trm MASS Tm mm TDre 37 1/6• 73 3/e•MNL .m 1[ 1 TRANxDmir tTN{.7 INT-)m{y SOM IFAF W. TRAlSmd LEW Wom 13 3/4' 7r 7�4 2a• 70a m0 7&S T 1 p COO 6 1/Y MNL MAX (2TRS 6•S S 1/2•MAX IO• MAX �. 3d• Toa m7 m7 6O0 • g •• F ALL LOADS (CORNERS F 4- 7B' 2a• B6f B&1 WA 0 # • CORNERS (W ar e36 �.6 6sa fl • Say f eaf 83,1 4 c •� •• >'P 24• W8 6" a" 49a - - 301• •s• eas e69 -• • II it it 109• 3e• Ba.7 60.7 64.7 64.7 - - •• �$3 _ _ 2a• 1 8Z7 82.1 - • _J _ JL____ _ ��i_ 7e• �� W.7 F C n H n ri to 36• .7 m.7 s7.7 GI •• Fi FS 3e 3/w LLLL..Y 1 ' ea• se•_ tW Soo Sop o6.• • 1 ,�to �� faa• 36� t90.o eoo m0 N - :• fi i f� i' \\\\ Lxr.(+) f!�! sfa s21 • FOR Low AND ONDEs SCTA*m SEE s1OETS 2 A:it(5)AucHom IV HOS � • +�rip k i E i 1 �(• ATL LOADS • • • • pdA{dD q41 f ' O.L.O.Hmff(TRANSOM)=TRANSOM tEAF HEIGHT-TO• z '�y $ Fi S F O O.L.O.W DTH(TRAt�M) TRAtJSON LEAF wNTH- 10' �3 --- Ir i 9 g ----- ----- R __ - i Z S °J x a_o ' $$ d '� gg9 1 Tao iLomm / " 5I na4 5j 02 w� sf�aET la / o V! I g I SEE y \ 1 / 4 89$M8 SSHf3 14 AGATE 2VACTA'E - ACTIVE FMrUWMIIA7166SORDECORAM GRILL B `� FAISE l91PDm9 OROR B 3' a i/2• Ma BE USED 26 B/16•MAX DECOMAY RE USED 28 9/16•MAIL W/ M - DL t66S �CORM A OL OPG. d AG THRESHOLD ONLY 38 9/IfY YAK NCHORS 36 9/16.MAXDOOR LEAF 9W11I1 DOOR LEAF VAM (7)AT rFW O.C.AT STeE EPms (O/X) (O/XX) _N°rA° FIAPt 4 0M74W r 3578 W13-68 a eta SINGLE MAEONARY)SIDELME UNIT (SFE WALL 97 SIM 11) J9 3/B'YNL •••• Z FRAME BeR11 • • 0 133/4' •• • •• • S 1/2'lox wx HM CORNEIIS T SILL •••:•• •• • yQ^{; 0 •• •• K i+ •••• •••• �� • 16 • s�u1E ^ Sg e K Q •• AI4 aA <u SME ____?�___� •••••• • • U� • L(S � SQ 11 3 • • �••••• W� } -0 • 0 see* • • • ga 00 Ir =(q� -- crD Uma ,I ��TTSS SUWACE APPLIED Vlmo C 0 FALSE IVEMMINSO OR OECOPAVNE 18U. 11AY BE USED 79 9/18'WC ® OA.�. PRDLIDCT�N ��H R H 38 9/19'NAILSMELffE LEAF ��YlYtlal• _ e19�0� O6.Ci 7YPICa1 FLNATON M gWei SIDELTTE LOAD CAPACITY-PSP 8 S STAND ATANE STATIONARY PANU(0) g< GLASS TM MASS TTPE GLASS TIM SIDELUE ON& •A' '8• •C'&•D' iT rRAAm ERAtQ: pD.(y 9n{-) Exr{+) dvc(-) Fay.(+) W.(-) �01i`D 9wtNtrt Eu PE�TFe9I C •-3/8'97-3/4' TOA 700 800 80A 80.0 BOA 38]9 39-3/e' 108' 70A 79A e0A 80.0 - - y � a .O�{20 1 droving no. W13-68 Shod 4.1Ar 18 CBS=LOAD OAPACMY-PSP IM 3/4 •• WITHSME DOUME LEAF DOORS �4• TESTM FRAME WIDTH8 • AOFI7TtSGum TM•A�'(Bi N01'e DMW) c1A88 isPffi Sin• ' NAX 1 ••J• •(e)ANCIWfBi • • I /RAD A Tm. AT MAD/Ml • • �, • auks TM'e' C&ro� snL - - - • • Z • •• °OOP RARROsmR'�Hzm �✓DDBfiT6 R - • F • • sm � IR� 1/0 RBMP. WTR Rew. 1/0 RBBW. W/0 mmw. ' • •• 1I ••• •• • 8 • ooalEs vX2¢s Erc(H oR{-) m(.) W4-) Etga) wr.0-) wo) W.(-) i \ • • 30 eo.0 MA a" 80.0 s0A BOA 00.0 60.0 NAAroW � \ 000 •• • 00 36 BODMIT 80.0 me 80.0 000 6" BOD smom = ylr _ ,�_ i \ �, • 42 mo mo 80.0 80.0 BOA Boo BOA BOD =_'j=_=L -__ / i \ ••••i. 40-7/6 aw MIT 800 80.0 BOD 80.0 - - K �I NA" f ; \ • Off, • •• 8 • 4B so Bao 80.0 Bao MA Bao Bao - - as �^p^ _11' mm1E /�� I \ •• ., � •• j ! •• WE 02 738 73.8 73.8 73A 738 739 - - q 44 SEE1RE810, • 64 71.1 71.1 71.1 713 71.1 71.1 - 4 y a u ryTL�� (. ` -- /j \ ••• • as 886 0&0 868 ees 668 Bab - - G , / �j/ e % \ • • 80 OFA 0A0 84A 80.0 84A Sip - - 5$� qq 'Rrr som '1,Y /i • ••• ..JI'M •• 30 au Boo BOD 80.0 ALO ms 60A 6oA ri -I =__^^;_____ ____=�____= 1 Q • 36 Bao 80.0 (10,D mD Bao 80.0 eao wA o �; �i i • •• 42 80.0 BOD BOD 2 80.0 80.0 8u 80.0 11 1' • • 3 • g • 46-7/8 eoA mA e0D an e60 110.0 - - m� � '1 \ 'i 1 / • •o is 48 es Bao 80A 110.0 MA BOA BOA rBOWiccRev�D �'aB 62 739 73.8 73.6 734 738 739 04 71.1 718 71.1 71.1 71.1 71.1 88 BBB 8139 Bab eBB BB8 80s 80 BIA O4A B4A 810 844 B1A - - .�,,1I 30 IIL- 80.0 BDA 80.0 80.0 Eno BOA 80.0 60.0 i; ji \ / 0,M 36 130,0 e6o BOA eD.o BOD BOA 834 BOD 1. J 13 42 80.0 80.0 a" 80.0 BOA Us - - 48-7/8 80.0 110.0 BOA r-1 80A 80.0 - - 48 9O BOA Bao 60s 8oA80A - -62 73.8 738 738 739 739 - SURFXX M ` . f04 71.1 71.1 71.1 71.1 71.1 - - FALSE MUNMS 0.L OPO. 26 B/I -- -36 o60 118.0 me 866 868 - - MAY BE USEDpL OPa>D 80-0 BOA 80A 80.0 80.0 Bao 90.036 9/16-iN14XXO)>e BOA 80.0 800 80A 80.0 80.0 BOA SEElE W07IN1 1/4• DOOR lE1F MDTNSBL AMMM AT SIRE R M 80,0 80A BOA Bao sYa - - NOIE 78•WY1L ODOR MOM m AT 3Q446-7/8 M 780 MO MI MC MO - - THE FRAME AREA OF ALTERNATE SD.E MUST NOT 48 761 %1 761 76.1 761 - EXCEED TESTED FROM AREA-127.31 SO,FT. 38 J/B•LY4L oaf WroM(7() 62 ]ts 719 719 714 71A 714 - - RT➢0'.AS RMD, 64 702 70.2 702 702 702 70,2 - - SFf Ct1ARf © SEEDE LEAF MOM a SIDE TE WOTM-i 3/8• SO Boa 00.0 Bao 0&0 BOO BPA BOA 044 g 30 BOA 8a0 800 BOA a" Bao 80.0 00.0 42 79.1 783 703 78.1 78.1 78.1 - - 48-7/6 B7-s/4 74.7 74.7 74.7 74.7 74.7 74.7 - - WHO 48 737 70,7 7S7 73.7 717 73.7 - - 62 70,8 709 los 70s los 708 - - 30 Bao BDA a" no 130,0 80.0 - - 5��i4 38 Bao 80.0 80.0 80.0 80.0 BOA v7l�� SSa42 102• 768 764 788 784 769 788 IFSM 48-7/8 719 719 719 71.6 71A 714 - - NARRM SMUM WITH poop FRAME ZEIN REE AOEUTE WIDiN ODOR FRMS MUM E, 48 709 70.8 10.6 70.0 70A 70.6 - - NARROW STM WME STUR .I 93 30 70.7 79.7 BOA MIT 80.0 732 n 0.0 77 8 - - SUDZIM Wm DOOR SMEIM WM DOOR FU PE 36 732 .3 0, 77.3 710, - - OT/WO 42 108' 87.7 67.7 71A 71A 71.8 719 INSTRUCTIONSi USE OARIS AS KILOWS. 48-7/8 617 W.7 07.0 67.6 87.8 07.8 1.SOOT PM CR OAME DOORS QV%QDY,BASS TYPES AND LOOM OPTIM FROM TAMS ON SIIE:IS 2&a 48 82A 82.9 067 867 967 80.7 - - 2.SELECT Low OF man To om 1BRLON cwA[Tn 6 2u INS IJ �IO9 �• FOR GLASS TYPE'A'UMIT MAX.DESIGN LOADS TO*70.0 PSF FROM VAE AME W13-88 EXT.(+)DESIGN LOAD IS BASED ON SID.SILL 3.LOKR MM FROM STEPS 1 OR 2 WILL APPLY TO EMM sY31F31 ehoet 5 01iB 0000 Q18"]/�•WX MAX FltAYE.miM MAX RWIEEms,« MAX iPoWE.mIX . • . � •.• 00 0 • . . 00 " 000.0. •• • •00 000000 F ••• 000 .•.•• 8SINGLE LEAF DOORS WEUT D a SINGLE LEAF DOORS WITH 9NM WIDEUTE AT 0000 o41 4•• n • S: EITHER SIDE OF DOOR. • \ \ \ \ / 0000•• • •• ,"•• •• \\ \\ ,\\ \\ i •• 0000•••• 000 00 � ••• • '�� • e -- ! a 3B 3/B•IIA1L e � e • • • • LL � •0• •000.• aas • . • 78•MM MAX FRAME 00791 169-3/4•YAX • ••• •• F'RNE tTDiiH FWAK WIDTH .• • 00:0 • • • 00 • v DOUBLE LEAF LEAF DOORS WITHOUT 9DELITES. SIO DOUBLE LEAF DOORS WITH SINGLE EUTE AT [ :[ ETIHER SIDE DOOR. gg / tPjl \ \ / / rMM�xrDaTH•. a 7s•MAX OPTroNAL 7•EWF X ODOR FTWff DOOR FRAM@ NOTE: c EXCEEDRA TESTED FRAME MFA-12731� NFOr.T rOPTIOX& Fill 3 / / x / / SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HE*M SINGLE AND DOUBLE LEAF DOORS WITH TRANSOMS SEE SHEET 3 FOR SIDEUTE WIDTHS M � AND WITHOUT SIDEUTES Ig� D.Lo.HElcxr(aDELRE)=LEAF THEICTTr-Tz•(a•TOP RAD.e•HOT.RaW �a s' \ \ / D.Lo.WIDTH(SIDE LITE)-LENT WDTH-10•(WIVE STILES) \ \\ D-LO.WIDTH(SDE UR)=LEAF WIDTH-S"(NARN017 SIDES) \ \ / APPROVED CONFIGURATION F7A.VE �„ a e DOORS,SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS39 wiS• 70'MAIL USING MIAMINITS AS SHOWN OR IN-DADS COUNTY APPROVED COMBINATIONS NTH WI��ER APPROVED PRODUCTS 8 J -mm wiwF77AYE WO7H LOWER VALUES FROM DOOR,SIOEUTE.MULLIONS OR APPROVED PRODUCTS USED WILL j�}�7 d[ovi+eg no. APPLY TO ENTIRE SYSTEM. 4 W13-68 TO BE APPROVED BY AJH(AUTHORITY HAVING JURISDICTION). elrea<B oT T TYPICAL ANCHORS .. SEE ELEVATIONS TOY Wow BUCKSEE • • • �S � �1 `FASIENEgS BY OTHERS �' •• • OR • �� ]� FORLENGTH // STRUCTURE ••.•• 0""'E'emmo•• •• •• y� EXIERpR •••ST.> .". �b.•I I • OQNq$TE • Z EXTERIOR By 6YFAS FINISHES Gar •.•• • • a • • •• BY OTHERS •••• • �$ • O18 TYP. /1 11 `T—i 1 TYPICAL ANpldiS ^ • • • V •••• Q •• �ELemam 4 FOR MIN.LENGTH S�.1wM•• • 15 d Ii Frl YOL•iNGq i ;1 FLUSH BOLT TYPICAL ANCHORS: se ELEY.POR sPA= • WIDE TUeE AT NFAO A7♦361 • to im8S • ANCHd6 TYPE WA SERATE UK LFNON Y01 EDGE oBT.hmE0�Dom.M3-3/4- /2 EDGE • 1/4•M E WOW 2-J/4• ,' NA A • d 110.WKKY NA NA NA NA By c (F-1T7 NSI.FY-133 H� CONCRETE 2-J4• 2-1/Y 2-314• 2-,/r1/4.001 SELF DI CRS) • • NA NA (ORAOE 3 CRS) JO .. WOOD-28Y WOOD WJM OR WOOD STRUCOW SM 0.33 S•L MASONRY-C-90 HOLUAV/FIL ED BLOCK fm-2000 PSI MIN. �SSyy CONCRETE-fo-3000 PSI ION. t ® 34 METAL-1/8•YN.TWL 57EE1 F.-W ICI,fy-M NS1 IM Mfr MINE IL ALL APPROVED W15.F {((nnn 1/8•MIN.iHK AUAIINUY(8033-T3.Fu=22 k9) O 0T' $ OR WOW BUCKS AND STRUCTURES NOT MUSOSUSTAIN LOADS IMP TAY OLA28sTSOA AD TRANSFER THEM TO BUILDING STRUCTURE. Q Z R d�m S ANCHORS MAY BE HEX OR FlAT7 HEAD. ^m >�T14fki - o ODETAIL on SHEET 13 A�IPN11.h�0 i i ;; W78ilEtuDw IQ PWP20 Q WITSD i 10011 smErmPS a IN. 11"11 I I S H H S 8 fe o 8500. YOZ 1 I 4 L L ZZ NOS BY AwsF a ' , Iryl 1X 8 8 O LOA 1TO SFRR STEER paa 8) M11 LOADS TO SIRIIL7IRE 1 1 (SHOBS� w OP 181 -4 L. 8 TIONAL lO V1 `EIi I I I3 38 $ z S DOOR DETAIIS C m e:.,. :8 CAAL 4 3p . . RAPE >�2 y •• N EIE 8 ' TYPICAL ANCHM s�am FOR s4ESCHART FOR Ift P S a 3 1. 9• SFE EIEY.FOR SPIKIM Ince oma." Y � iEwTH T 06 015 dmai g Do. pat_.me D .RPF a .F. IIx OP12RA131.>•Yrtarrr. (APPRpYEO FOR aATFR UNIT YAWL DESIGN FOR TO (u�OT MAX. OmLOADS m J—� © HOT APPRDWED Oo . 0 V 1 mAL McHms : FOR W90RESSWat FOR WM F49STAHM • g �•� �� • SEE ELEV..:...- 8 FOR spttm � A •• SEE CKW SEE • �. FOR MK LENGTH •. AMU LEAF iS E lII(!AH •.• 15 • F • }�' • QQg • •• f5 _ ...• •• 1 .f • . as m • .•` — IS .• • Q is I . • :._ ie Q •.• • • • VV •• .�ia iR a • �8 �• .• •• 6 • 5 • • 7 • E%IELOR. J 5 T.IA. J LOCK WMM • • J • LL !d •• SEE SHEET 14 •• •. 9Y OREAS �M • • . • 000 J/B'NNC 19-3/5-VAXR►PFF.R[OR fig•ypr, •• • SXEEL./• -0: /•.• _ •• LOPS FW WE um(7Q LMO BFpIR7li • • • }J 5H01 Sm 00 o iG 15T wm am FASTENERS RY OTG% {J/1.oj p TYPIGL ANCFiCRS © SEE SHEET 1144 O m RFSBTNLE I ANC�M J3.0 J SE SIF/. a SEE ESV. 8 v FOR SPAMG •. SEE C1WLT FOR Mm.LENGTH.' .• DUCIM LEF SFA Lip SEE CHPRf Zy FOR YN.lFFa011 �P g U,n QQ(�U O1^ MEML tO •• UL7 LjGQ gl tl o� 1 e U Vlm'� vi-O. 0 5 0L.O. 5 J $ 38-8/15' R9� 8Y OTHERS lF)F NNTHiFI LaVt TB•NAL RsxeLuoR 1/4'MAX M M Q i SHM FRAME(BOTH OCQ Sm g LOCK OPTIMS FOR W ST 1�D11CfF M SEE SIFT 14 O FOR FA RFb'SFANCE 4�pyL.t.eY.Ft7mfa 9LRI s15.sat Cbt �•/� 70 1b is DOOR DEfAB3 cm mean �j �oAm Sae SEE SHEET 1 g FOR OIAZPIG Q4AC170A ACEV6 $ Q�?Q1`J N9vLlg Iw. 8 s R%MOR W13-68 to slroat R of TOWAL ANCHORS es 0.0 - SEE ELEVAYM FOR SPACM IOTTFIGOR DOOBS WPPH SURFACE APPLIED P 1Vj AR WAR .• • •• • �� • :'L V SEE awx7 11 TU BvoO ERs' R WC LENGTH • • n • s''1 '. ••.:•• •• • Z •.• 11 O ..•••. . •• Pa... •.' Al � . • • • • .. •. .••• Q •.• T. . PAM LOW ASTENERS SEE 9IEEf 14 • f Ue#1 i.O� IL �' ••• Q gggg • • • • •.• rAnM •• • SEE EL A • FOR SPACING •• • SPE CHM 1 FOR I@L LENGTH Jo tAN9taPOPRDH J C 1 G s�R E1 � �,. ��a �gx 16 8 ❑ aim Y LO /--F..GR B'�1IN� ACPIYE g DAAE aERI0R IIIBf�OTHERSam TEAT Wm ODOR LEAF WMTH Fi¢l ?s'VAX 0019 LOAD BEARINGOOOIt iHAYE GD7H SHm EXTMOR4F nP%FIORS §Eil NsPrau� `@°®''LENGM PtA ff y NOSx gg4� g a..�AS`C ' 'ADA THRTvSHOLD OPTION BT � U1S daoiNg Oo. OPF.RAAi_F. TTTPTTR (NOT AM M FOR MM Rmsr� W 13-68 IIGf VAL DEZGM umm TO!8R m sT,aet s a see* TIPM AMCIWRS ... s�MEVAMM MEMg reAc1 uE p FOR 02 SPACM � Hoot banix)V .. . .. . w\• .• . Few;14pf .(H s,R7rana+E \`�"sIi7FEr 7 iaR SPEC, ...... '.FORWESu . . Z .:. BY OTHERS cWt ,E •••• Goes• E. P. • 18 • • • g to g •••••• • •• $ .pF1•*000 •sELLY ' FO Ai 0000 0000SEE ' � �"' ••• ° FOR SPACM FOR SPA= SFE CiM SFE C1,ARr •••••• • •' FOR VA.IElYitFl FOR MR LENOM • • e {;Q • TRAN��1 ➢1R • e • ' it ••• s . . . . A �o TYPICAL axLsloRs FOE FtEWONNS �+RPAC9Mi S y� x a POR LEN= ©SEE CHM C N qj 3 AT,Y O,.LLNL R Qs w ALTERNNE LOCAIM �^ g(4 8 Fab A,%SIaRg _ 2 n0 76 g U),.0 16 eggggQ O � 7g � ,•'rT 'g � IN lot 71 16 ,e t liPf®tIOR PIPE anve oamt FW6HES A 3/e•IN7f. Onim 7RANSWI LMF,YIWH Y 3/6•YAX WMVnWt Wl riWM ss gg m 8�6a LO10SMA TRANSOM DETADS as r mR1ro 1u Yesvz � k � W13-68 OPERABLE DOOR WrM TRANSOM haat 700118 MICAL NCHORS 000- AMM .. MR '••' 1 .•• •• 1A�• • SEE CHART • •11 . $ FDR F@L LTNDM •••t euac •• • Z • •• ° O� ° • •• • • • • BY OTHERS'' `. •, '._c qtE SFE EItV.:••: • •• FOR SWU4iG --- __ ••,YPEAL ANCHORS•••• • • SEE CHWU_ SLE oEY. • • qp 8 FOR ML LENOIH• 14 F� *see SPACM C 7 •M • ' 18 16 • • •• a6 �•$ •' 18 y y.• - - • • • (� rd g • ,No ,6 la rERIOR •• a T aw. T • >3 •••• • FDRSKOR - • • • mODOS NARROW SOELOE LEAF 19tl1111 •• • i a/e'twc 3e-3/6'MAX 3/6'twl rmwacrrmvmLs �o laO STAND ALDElE SIDELIIE WON O . Wtln nd y CalrWL WPIGIL ANCHORS 8> / I WA g SEE l Z2 Q ® i�1 FOR MOL LENGTH a ��x s6E,ItE 9 NOW TYPICAL NIOWRSSEE ELEV. n 14 STE(RANT FDR 1@I.18iQR1 F�/ln0 18 16 a - - LEM POURED K�ARDERM 0 HM°IRDMM CROUT EXTERIOR 6 S V.a 6060 P9 MM ,6 DLo O NOT Ur SJ.W.MUST3 8 8 Laaano s ajcrm WIDE Sm9RE 1FAF WODI LOAM to r y¢ 11 S 6 oPIWW1 To amur) Lao BFA1NIo STAND AXONE SOEIRE NOW Stpy Soli e SIDELTTE DETAUS CAN, R.PE 7osm! 0 0 -015 b E2q7k- R sPAaFmno. ON ere Y(W Emu eRv mon W13-68 ��S�ELIIE) sReel 11 of 18 7yprA ANCHORS . SEE •• • .. • F� 0 � • SEE CHAR ••••.• .• • •• FOR MDL LEN= 2• Rvam AT V FROM EMS ° MRRROIF •.•••• • • • ° 12 90 O smarm ©50.711,E RM. • •• a,Yac •••• •••• � •� e 14 a • u EXTERIOR •• • •••• • OtHOtroR J � D10. I • • • FIWSIFS .. . d g HR OTHERS rmEmw SMEUFE LEAF MmnH »°/t°' dF WX DOOR lEN W,DTH o Zia, SOXSRE MOTH(SEE SHW 5) SFE CHART � MAX DOOR FRAME WMr64CAL ANCHORS NOTE Qa M Z41 SEE REV. MAX.FRAME AREA OF ALTERNATE SIZE NOT TO EXCEED-127.31 SO. FT. Z SEE f7URl r 0 q$ a YRL HEFXTx ° O E ° © J1 SMS am N �VHY smo ° O 14 PER ►R.D16Cf1��• ,e ,e ,5 ��.I•er°kuimf EXTERIOR s J epy WOE mmm LEAF WTH 389/10- SIDEME WIN DOOR DETAIIS MAX.DOOR LEAF Iffum 78'( .nMm Awuo 16 J/e'MAX MUMR411F1(SEE MEET 5) MAY.DOOR FRAME WM GAR mw ^ 1' Ci. 15 aa.nre W13-68 meet 12°11 aeon—� axo t•� • • • ,.las Aga A94 4.600 1 .. • 1 Aga I 6l • • • rl •.•••• •094 **,A Z • •. .798 .750 2000 A94 • p t.no ,.750 •Ise ,� ••• • •�• F • • L626 A9� A78 • . 2 • O2182 2171 2737 •• • •••• �p • • 2 sa CHAIR RAIL a JAMB/MULL ADAPTER • ODOR/SIDELI7E FRAME HEAD/SILL 2A TRANSOM MULLION t TRANSOM FRAME HEAD 1.750 j + i • • • • • • • t250 4.848 ^ 1 t •• • •••• •• 7.000 �� �••• •• • 8� • .215 2AOD 1 • • • • M • .094 •� .078 O FLUSH BOLT BLOCK 11 SNAP COVER• • • € • a.eee .125 .e95y 127 •• • •••• • 'a 248t s HINGE/LOCK SOLE 1.W0 •• • •e� t.J65 I.000BSJBS jly �i 021M Z00 2.12b 1238 s FRAME JAMB .076 t2INTERIOR GLASS STOPS .see t.t9e I,�oOcetavt>grpo lao ivr. .r•.atiar T o um ivP. .ow ��}8 7 sIDELrrE SASH STU '7e9 Az2 1y1e164o1u m 4.000 1.486 .w7 t.�s •� mo .144 ee apr o Lt.ns • 1.076 is 0 g .437 AtN 2.156 EXTERIOR GLASS STOP O STEEL REWF. $ a TOP/BOTTOM RAIL 8 B 1x0 0�g .toe •u7 DOOR TRANSOM MUWON ADAPTER •� xo� aT6 $'�e4 •170 41S x.880 OPTION#1 gg . 1.069 l ioTHRESHOLD COVER O ADA THRESHOLD g G 4.080 8.000(SSY337) 2118 to DOUBLE DOOR ASTRAGAL &800(9WS38) 9 JAMB SCREW COVER .856 2782 ll ^ �.Itl6b N y g .too 1.2� .180 260 M R�1oe72 � n 3 LCAM 17P. A80 A70 5 .076 0 2015 0 8 S a&1x erav5lg no. '•�� asto 1.375 OPTK)N�2 s BOTTOM RAIL 9A TRANSOM SCREW COVER 1 SINGLE DOOR ASTRAGAL 3s ADA THRESHOLD ttl�aett ate .. LACK OPTIONS 1 & 9 LOCK OPTION 4 T'om B PAST# I DOD. M*gUAL NAV/� �V • STD.tan LOCK MAX.FRAME HEIGHT-97-3/4 IN. I _ 5.82.7 AS NEED. FRAME TRNNSOW!EM AL TO 2 w MAX.FRAME H36-9 1 1N. IN. MAX.LEAF-36-9/16 IN. z Samos 1 DOWMAT TRANS 106/9L 4Y •• MAX.LEAF=36-9/16 IN. MAX. DESIGN LOAD-60 PSF aA sm5m 1 TRAl6W INAUWI boss-Tb - 2 MAX.DESIGN LOAD 80 PSF ��LEW, 3 W 2/DOOR FRANE JAW _ 8.010 i• • • • ACTNF frac: m02 4 SI1/LEQ AF OR TOP/wHom RA. ._ BO83-78 _ i 1 •• EXPOSED FLUSH BOLTS(FSI-1202-914) 5 spew T/LEAF DOOR BOTTOM RAIL(in 9W 13 • • OPTION i1: 9Y•SUWVAN&AST . 3 f7xNT LOCK AS9EYBLX(Y7 BY'ADAMS DIE• F UNNUIALLYLEAF SIDE LOWED A40Wi1LD W s.f SAVmFN503 1/LEAF bOTMOM RNL(91) 13 • i WITH 40116 TT OL� �1/M2•FAAD MW7I011 1s-1/2'FTMOi LMo1T0Y aHD S4•W10Y TW a 3/'' /''�m'E FLUSH emys 2/tFAF SAEINE SASE SBLE w r+ • • IRM OPERATED N FTN FIS ANA THEAD ANDS W VX P BFEIUOR AND ENOMJMI FRALE AT HEAD AND 501 8 51am67 AS 8991. M10M iRAI{SOM WWW ADAPTER bOeS-lf -• • • • ffinsEt B3 COC�F7 (FB-1202!-914) B 908/1 AS REM. SCREW DOVER 66•-78 Jbm&TRNsm ••.. � •• WWAU.Y OPFhBED LEVERS MOUNTED ON 10 501808 AS MEQ. DOIBLE OOW ASTRAGAL 6068-76 - 6 • LOCK ASSEY9.r 95ifo-STACIbF O 'ASHLAND' pg��OF LEAF 510.E LOCATED N Ia 973038 As RED. BAYOUS DOOR asIReGPL a�p• WITH TIDiWI BOLT AT$-1/2 FROM BOTTOM 13-1/2•FROM BUM AND 34•FROM TOP iM 78 _ 3 • FLUSH DOM CONNECTED TO LOQ( 801510 AS REM. SC RM COVER �OPERATED ON EKIE7QR AND THUMB TOO ON — 12 91812 As REM. NTEHIW CLASS STD' BOBi-TS - 40— •• ]RACNIAND ENGAGING FRAME AT ICAO AND SILL ; it 120 Da'F-024 AS REM. NI98W CLASS STOP 78 7 •. • M / t / \M:/ 7S 9a813 AS RECD. EXTERIOR 01155 STOP 061-78 4- • •• CONCEA N RAW BOLT (FB-1202-914) // i ' Vi\ ASA slBSil AS REDO. EXTERIOR MASS STOP W86* -• ...• • Ur'St OPERATED IEVFAS INOR4IED W / 14 SO SO4 AS REQ. now A®/mU L 0&mAm GOBS-Ts - DME FACE OF LEAF SIDE LOCATED AT - \ 18 9018E - BIRH y pOMg VNYL PLSDCS 13-1/2•FROM BOT10Y AND 34•FROM TOP O-EON WSTRIPPM ypryL glaE6£L � �s � AS REOD. OR9dOR MAZAIO WSW(DNROYETER 7019) SNJ7GPRElF BY CENTRAL PIASDCS \ \ % 170 8531 AS RECD. EITIFRW G AENG OASIEF(MPDtlERB 7015) SWOPREE BY Guam RAS9S SI3MINaO020 AS ROD. FOISFN.PDE W'SRUPPNO - ULDAFA8 g y LL 20 BB z 1/2^ - ASTDIOAL SCRM PH SIMS - 0 4•FROM ENDS&!Y OA Go T•('� i i — NWCIE ACCYE11 BB%7/2^ AS RECD. DIMSTOP SCREE SBF DIALAND - AT V FROM ENDS&18.O.C.MAX TO 4.1 / / \ 76-8/18• 38-9/16• 22 #12 A I-I-1/P - FOL PARI.SCRENS PH 96 - Al b•FROA EMS&1r O.C.WY 1 4/LEAF BM lOFC6 S7.STEEL OELTANA yy LOCK OPTION S 28 - AS REQ. WWW REDIFORWAT SIEEL - ap I T 28 012 x 4• 1/COKER FRMS/SSOIBLY SCRIM ST.STEEL PH SO q¢+ LL V m PANIC F71D DEVICE(SVR) 27 /12 x Y AS RE00. FTAIME AND LEAF ASSEMBLY SxET15 ST.SFM PH SMS OS g 0)} MAX.FRAME HEIGHT=97-3/16 IN. ze 812 x 1/2• AS REQ. HANDS ASSEMBLY SCREWS ST.STEEL Al W TWE F S: �� MAX LEAF W 36 WIDTH- -9/16 MMEQ . 2B 20305 AS . ADA RBESHOID an=H 8067-To - (a o MAX DESIGN LOAD=62 PSF SO DRUB M AS REM.100OR BOTTOM SEEP AVANAVYL fir CRL o ACRYE 1 Ne05 ANpx mgm amcmElm. 31 s1L821 - FLUSH BMT BLOCK 6007-T8 - 32 /z - FILM Imis - AALN 01&AIISm �. 389/18 30-9/18• SUD'ACE VERTICAL ROD PANIC EDIT DEVICE BY 34 9pS79 - 2•CHAIR RAE 6083-76 FROM SN PANE SYSTOF----1278 LOCATED AT 3B• SS SNSO 7 ADA THRESHOLD OPTION n FROM 80 AT FACE LEAFQ Q Q PANX:8AR FASTENED LFAF BAIT 38 SS01547 1 THRESHOLD CUMt60W-18 - 1 12 1-2.. /4-S NC SC EENT 11AOEDNE SCREW La17c OPTION n NOT LSEn e X s/a EH TEN saE9 AND BOTTOM LATCH As9]6Y 100kCRET5 FASTENED Q Q Q Q TO SITE WITH(2)1/4-20 x 1-1/4'SCREWS. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH _ SMALL JOINT SEALER. 7R000CTuram Q •7 _ C X 4•ST.STEEL.BUTT HINGES CELTANA(OSBM W SD44HD) FAP.4A9C mom mFJT AT IY FROM TOP AND BOTTOM ENDS AND 285/6.OC.MAX. iucm HINGE ATTACHED TO DOOR FRAME AND DOOR STUE - \ \ Us"'(4)812 x r IN Ms 1 �7 3 MACER PER LEAF UPTO 8/8 HIGH ODORS f b g 4 HIMM PER LEAF COORS MOM THAN 6/6 '06 2O)S �re 13—;Q• 38-8/18• 38-9/18^ W 9NaR1 to m 16 cfi' / A / • • • • ag • • � s TRANSOM TOP CORNER / ••••• g9 OOORMDELRE • 40:00• • .FRAME TOP CORNER � • g AOA THRESHOLD CORNER �o � OPTION A2 -a $ fw, A #8 x 1PER E US (�Z DE IL 8m � Wo Jill pill pill iIRMSOM MULLION ION CORNER Ao 6'x I-7/e x 1/8' AGm $S° � AOA THRE4101D CORNER ! ! OPTION Wi Brow j �RDDTKfREYIt•D a �oxiewx ti 2015 �^� �• DOOR oEIRE W13-68 FRAME ROITOM CORNER shed 15 d 1 • . . ease V �. ACCM HOLE 1001, 00 0 0409 • z F i .i •••. .••• g . . . . ...... oo::. e� .. 0000 . . •• DAB.TOP CORNER ' �s smm WASM 0)m 0 2"X t1 ALM MAt CHAIR RAIL CORNER tyjyyx g b nb.13 lilt 4�w>ia `ael8 li�iar• s/a nuaFAom A00 � z•+ i 3/8•tM itA f� .Z y drmdn8 m. 1N13-8$ DOOR SMOM CORNER 14 m�t�s�r�e 0 6 Z „ t Miami Shores Village (S - ' Building Department � �,�, l :�.- � ,� ; JeAsOo— 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 NOV 2 4 2015 ARCHITECTS & Date: 10,23,2015 PLANNERS -—-____-- Ref: 1399 N.E. 104TH Street Miami Shores,Florida. To whom it may concern; Regarding the wind pressures data and procedures for Front Door and Side Lights of the above listed residence. Per the 2014(Fifth Ed)Florida Building Code Residential Design Data: Building Category Enclosed Risk Category II Basic Wind Speed 175 mph. (Vult) Per Table R 301.2.1.3 135 mph (Vasd) (interpolated)Wind Wind Importance Factor 1.0 Wind Exposure Category 'C' Mean Roof Height Less than 15'-0" Above Finish Grade Size of Door 2-3'-0"w. X 6'8" h. each panel=20 square feet. Size of Sidelite 2-3'-0"w. X 6'8" h. each panel=20 square feet. In Zone 4 According to Table R301.2(2)Vasd=+33.7, - 36.7 (see Table attached) Adjustment for exposure'C'Table R301.2(3) +31.35 x 1.21=37.9 psf. -34.15 x 1.21=-41.21psf. Adjustment for ezposure 'D' Table R30122 �.R +31.35 x 1.47=46.1 psi t s- -34.15 x 1.47=-50.2psf." - The called out pressures of +47 and- 52'psffdf the sidelites and+48 and -53 psf /Let xceed the design pressures of exposure'D' Listed above. if you have any questions itect 3100 N.W.Boca Raton Blvd. Suite 115 Tel(561)391-4115 Boca Raton,FL 33431 Fax(561)391-4173 t s BUILDING PLANNING TABLE R301. COMPONENT AND CLADDING LOADS FORA BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B(psf)a.E,o,d.e.69 EFFECTIVE Ultimate Design Wind Speed V m(mph) ZONE WIND AREA (test�) ' 110 115 120 130 140 150 150 180 200 1 10 8.9 •21.8 9.7 -23.8 10.5 •25.9 12.4 -30.4,'14.3 -35.3 16.5 4U.5 18.7 -46.1 23.7 -58.3 29.3 -72.0 l 20 8.3 -21.2 9.1 -23.2 9.9 •25.2 11.6 -29.6 13.4 •34.4 15.4 -39.4 17.6 -44.9 22.2 -56.8 27.4 •70.1 1 50 7.6 -20.5 8.3 -22.4 9.0 •24.4 10.6 -28.6 12.3 •33.2 14.1 -38.1 16.0 •43.3 20.3 -54.8 25.0 -67.7 1 100 TA 19.9 7.7 -21.8 8.3 •23.7 9.8 .27.8 t 1.4 •32.3 13.0 -37.0 14.8 -42.1 18.8 -53.3 23.2 -65.9 2 10 8.9 -36.5 9.7 -39.9 10.5 •43.5 12.4 -51.0 14.3 -592 16.5 •67.9 18.7 -77.3 23.7 -97.8 29.3 -120.7 t n 2 20 8.3 -32.6 9.1 -35.7 9.9 •38.8 11.6 -45.6 13.4 •52.9 15.4 .60.7 17.6 69.0 22 87.4 1 27.4 107.9 ' O c 2 50 7.6 -27.5 8.3 :3 0.1 9.0 •32.7 10.6 •38.4 12.3 -44.5 14.1 •51.1 16.0 •58.2 20.3 -73.6 1 25.0 •90.9 A 2 100 7.0 •23.6 7.7 -25.8 8.3 •28.1 9.8 •33.0II.4 -38? 13.(1 43.9 14.R 50.0 18.8 63? 2 3.2 78.1 3 10 8.9 -55.0 9.7 -21.8 10.8 -65.4 12.4 -76.8 14.3 -89.0 t 6.5 102.2 18.7 -116.3 23.7 -147.2 29.3 -181.7 ' 3 20 8.3 -45.5 9.1 -21.2 9.9 -54.2 11.6 •63.6' 13.4 •73.8 15.4 -84.7 17.6 -96.3 222 -121.9 27.4 -150.5 , 3 50 7.6 -33.1 8.3 -20.4 9.0 •39.3 10.6 -46.2 12.3 -53.5 14.1 61.5 16.0 69.9 20.3 88.5 25.0 109.3 3 100 7.0 23.6 7.7 19.8 8.3 28.1 9.8 33.0; 11.4 •38.2 1310 -43.9 14.8 -50.0 18.8 -63.2 23.2 -78.1 ' 1 10 12.5 •19.9 13.7 •37.9 14.9 .23.7 17.5 -27.85 20.3 •32.3 23,3 37.0 28.5 42.1 33.6 53.3 41.5 65.9 1 20 11.4 •19.4 12.5 •34.9 13.6 -23.0 16.0 -27.0 18.5 •31.4 21.3 -36.0 24.2 •41.0 30.6 -51.9 37.8 -64.0 1 50 10.0 •18.6 10.9 -30.9 11.9 •22.2 13.9 -26.0 16.1 -30.2 18.5 :3 4.6 21.I 39.4 26.7 49.9 32.9 61.6 1 100 8.9 -18.1 9.7 -27.8 10.5 -21.5 12.4 -25.2' 14.3 •29.3 16.5 •33.6 18.7 -38.2 23.7 -48.4 29.3 -59,8 ' 2 IU 12.5 34.7 13.7 -56.0 14.9 •41.3 17.5 -38,4, 20,3 •56.2 23.3 -64.5 26.5 73.4 33.6 92.9 41.5 II4.6 N 2 20 11.4 31.9 12.5 52.4 13.6 •38.0 16.0 •44.6,- 18.5 •51.7 21.3 .59.3 24 2 -67.5 30.6 -85.4 37.8 •105.5 2 50 10.0 28.2 10.9 47.6 I L9 33.6 13.9 -39.4 i! 16.1 -45.7 18..5 •52.5 21.1 -59.7 26.7 -75.6 32.9 •93.3 ' n ' A 2 100 8.9 -25.5 9.7 -44.0 10.5 • .3 12.4 -35.6 14.3 -41.2 16.5 -47.3 18.7 53.9 2 30 3.7 .68.2 29.3 -84.2 3 10 12.5 -51.3 13.7 -23.8 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 26.5 -108.5 33.6 -137.3 41.5 •169.5 3 20 11.4 -47.9 12.5 -22.6 13.6 •57.1 16.0 -67.0 18.5 -77.7 21.3 89.2 24.2 -I01.4 30.6 -128.4 37.8 ISR.S 3 50 10.0 -43.5 10.9 •21.0 11.9 -51.8 13.9 -60.8 16.1 70.5 18.5 81.0 21.1 A2.I 26.7 116.6 32.9 143.9 ' 3 100 8.9 40.2 9.7 19.8 10.5 47.9 12.4 -56.2 `;'14.3 .65.1 16.5 74.8 18.7 85.1 23.7 1(17.7 293 132.9 10 19.9 21.8 21.8 27.6 23.7 25.9 27.8 •30.4 '32.3 -35.3 37.0 40.5 42.1 46.1 53.3 58.3 65.9 72.0 ' 1 20 19.4 •20.7 21.2 26.6 23.0 -23.6 27.0 •28.9 31.4 .33.5 36.0 .38.4 41.0 -43.7 51.9 -55.3 64.0 -68.3 ' 1 SO I R.6 19.2 20.4 .25.0 22.2 22.8 26.0 -26.8 X0.2 .31.1 34.6 35.7 39.4 -40.6 49.9 51.4 61.6 63.4 100 18.1 -18.1 19.8 -23.8 21.5 -21.5 25.2 -25.2 '' 9.3 -29.3 33.6 -33.6 38.2 -38.2 48.4 -48.4 59.8 .59.8 2 10 19.9 -25.5 21.8 -27.8 23.7 -30.3 27.8 -35.6 '` 2.3 -41.2 37.0 •47.3 42.1 •53.9 53.3 •68.2 65.9 -84.2 ' 2 20 19.4 •24.3 212 26.6 23.o -29.0 27.0 -34.0 'd1.4 -39.4 36.0 -45.3 41.0 51.5 51.9 65.2 64.0 80.5 p, 2 50 18.6 •22.9 20.4 25.0 22.2 27.2 26.0 -32.0 30.2 -37.1 34.6 •42.5 39.4 -48.4 49.9 -61.3 61.6 •75.6 N ' A 2 100 18.1 21.8 19.8 23.8 21.5 25.9 25.2 .30.429.3 -35.3 33.6 40.5 38.2 46.1 48.4 58.3 59.8 72.0 g 3 10 19.9 -25.5 21.8 27.8 23.7 30.3 27.8 •35.6 ;32.3 4L2 37.0 47.3 42.1 53.9 53.3 68.2 65.9 84.2 3 20 19.4 •24.3 21.2 -26.6 23.0 •29.0 27.0 -34.0 1.4 -39.4 36.0 -•35.3 41.0 -51.5 51.9 65.2 64.0 80.5 3 50 18.6 _22.9 20.4 25.0 22.2 27' 26.0 -32.0 '30.2 37.1 34.6 32.5 39.4 48.4 49.9 61.3 61.6 75.6 3 F00 18.1 21.8 19.8 23.6 21.5 25.9 25.2 .3(7.4 '9.3 35,3 33.6 40.5 38.2 46.1 48.4 58.3 59.R 72.0 4 10 21.8 23.6 23.8 25.8 25.9 -28.1 30.4 ;3.( 35.3 -38.2 40.5 •33.9 46.1 -50.0 58.3 -63.2 72.0 -78.1 Pro 20.8 22.6 22.7 24.7 24.7 :26.9 29,0 3111 33J -36:71 =4_ 38.7 -42.1 44.0 '-47.9 55.7 -60.6 68.7 -74.8 ' 19.5 -21.3 21.3 •23.3 23.2 -25.4 27.2 .29.8 31.6 -34.6 36.2 -39.7 41.2 •45.1 52.2 -57.1 64.4 .70.6 ' 18.5 -20.4 20.2 -22.2 22.0 -24.2 25.9 •28. 30.0 -33.0 34.3 -37.8 39.2 43.1 49.6 54.5 61.2 67.3 a16.2 -18.1 17.7 -19.8 19.3 -21.5 22.7 -25. 26.3 •29.3 30.2 -33.6 34.3 •38.2 43.5 -48.4 53.7 -59.8 321.8 -29.1 23.8 31.9 25.9 -34.7 30.4 -30. 35.3 47.2 40.5 -54.2 46.1 -61.7 58.3 -78.0 72.0 -96.3 5 20 20.8 -27.2 22.7 -29.7 24.7 -32.4 29.0 •38. 33.7 -44.0 38.7 -50.5 44.0 -57.5 55.7 -72.8 68.7 -89.9 5 50 19.5 -24.6 21.3 -26.9 23.2 -29.3 27.2 •34.. 31.6 -39.8 36.2 -45.7 41.2 -52.0 52.2 -65.8 64.4 -81.3 ' 5 100 18.5 •22.6 20.2 •24.7 22.0 -26.9 25.9 N- d. •36.7 34.4 •42.1 39.2 •47.9 49.6 -60.6 61.2 -74.85 500 16.2 -18.1 17.7 •19.8 19.3 -21.5 22.7 •29.3 30.2 .33.6 34.3 382 43.5 48.4 53.7 59.8a. The effective wind area shall be equal to the span length multiplied by anidth.This width shalt be permitted to be not be less than one-third the span length.For cladding fasteners,the effective wind area shall not be grea area that is tributary to an individual fastener. b.For effective areas between those given above,the load maybe interpolate , se the load associated with the lower effective area. c. Table values shall be adjusted for height and exposure by multiplying by tht efficient in Table R3 1.2(31. d.See Figure R301.2(7)for location Of zones. �2' ��� ' e. Plus and minus signs signify pressures acting toward and away from the building surfaces. ' f. Positive design wind pressures shall not be less than+16 psf and negative design wind pressure,%hal?nl be le5than-16 psf. g. For allowable stress design and for testing as specified in Section R301.2.1.6,component and cladding loads are permitted to be multiplied by 0.6. FLORIDA BUILDING CODE-RESIDENTIAL,Sth EDITION(2014) 3.3 BUILDING PLANNING TABLE R301.2 ) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301,2(2) MEAN ROOF HEIGHT EXPOSURE B C D 15 1.00 fi2-1�� 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 TABLE R301.2(4) NOMINAL(ASD)GARAGE DOOR LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B(PSF)1.2.3.4.5 R of 0 degrees ULTIMATE DESIGN WIND SPEED(V,,,,)DETERMINED IN ACCORDANCE WITH SECTION R301.2.1(MPH-3 SECOND GUST) 1 Width Height 100 mph 110 mph 120 mph 130 mph 140 mph 150 mph 160 mph 170 mph 180 mph 190 mph 200 mph 1 (n) (n) 1 9 7 9.6 -H.9 1 1.4 -12.9 13.7 -15.5 16.11-18.2 18.5 -20.9-21.31-24.12431.27.5 27.6 -31.2 30.61-34.6 34.21-38.6 38.0 -43.0 1 16 7 .9.2 -10.3 10.9 -12.2 13.1 -14.6 15.5 -17.2 17.7 -19.7 20.4 -22.7 23.3 -26.0 26.4 -29.4 29.3 -32.6 32.71-36.5 36.4 -40.6 1 78 mph 85 mph 93 mph 101 mph 108 mph 116 mph 124 mph 132 mph 139 mph 147 mph 155 mph Nominal Design Wind Speed(V,,)convened from V.„per Section R301.2.1.3 1 For Sl: I foot=304.8 mm, 1 mile per hour= 1.609 km/h, I psf=47.88 N/m-. 1.For effective areas or wind speeds between those given above the load may be interpolated,otherwise use the load associated with the lower effective area. 1 2.Table values shall he adjusted for height and exposure by multiplying by the adjustment coefficient in Table R301.2(3). 1 3.Plus and minus signs signify pressures acting toward and away from the building surfaces. 4.Negative pressures assume door has 2 feet of width in building's end zone. 1 5.Table values include the 0.6 load reduction factor. 1 8301.2.1.1.2.2 For the purpose of applying the resistance.The space is defined as a nonhabit- 1 criteria of the AAMA/NPEA/NSA 2100, sun- able,nonconditioned sunroom. 1 rooms shall be categorized in one of the follow- Category IV:A thermally isolated sunroom ing categories by the permit applicant, design with enclosed walls.The sunroom is designed 1 professional or the property owner where the sun- to be heated and/or cooled by a separate tem- perature control or system and is thermally 1 1 Category I: A thermally isolated sunroom isolated from the primary structure. The sun- with walls that are either open or enclosed room fenestration complies with additional 1 with insect screening or 0.5 mm (20 mil) requirements for air infiltration resistance, 1 1 maximum thickness plastic film. The space water penetration resistance, and thermal per- is defined as a nonhabitable, nonconditioned formance.The space is defined as a nonhabit- 1 1 sunroom. able and conditioned sunroom. 1 1 Category II: A thermally isolated sunroom Category V: A sunroom with enclosed 1 1 with enclosed walls.The openings are permit- walls. The sunroom is designed to be heated 1 ted to be enclosed with translucent or transpar- and/or cooled and is open to the main struc- 1 1 ent plastic or glass. The space is defined as a ture. The sunroom fenestration complies with 1 nonhabitable, nonconditioned sunroom. additional requirements for air infiltration 1 Category III:A thermally isolated sunroom resistance, water penetration resistance, and 1 1 with enclosed walls.The openings are permit- thermal performance. The space is defined as 1 ted to be enclosed with translucent or transpar- _ a habitable and conditioned sunroom. 1 ent plastic or glass. The sunroom fenestration 8301.2.1.1.3 Alternative design method for 1 complies with additional requirements for air screen enclosure. I �' 1 infiltration resistance and water penetration (t) The purpose of this section is to provide an alternate method for designing aluminum screen 3.4 FLORIDA BUILDING CODE-RESIDENTIAL,5th EDITION(2014) BUILDING PLANNING I © h e �} U C C / ©® 0510° WALLS GABLE ROOFS 9510° V. I . t� 0 UO e � ^ � e 10°<0545. o. 10°<0530° GABLE ROOFS 10°<0:5 45° HIP ROOFS 10°<9 5 30° For SI: I foot=304.8 mm,1 degree=0.0175 rad. Note:a=4 feet in all cases. FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES 1 enclosures as defined by the Florida Building (c) Designs using strength design or load and Code,permitting the loads of the structural frame resistance factor design in accordance with the 1 1 to be based on portions of the screen in the screen Florida Building Code, Building, Section 1 1 walls removed, retracted, moved to the open 1605.2 or allowable stress design methods of 1 1 position, or cut. The use of framing materials the Florida Building Code, Building, Section 1 other than aluminum is allowed in accordance 1605.3.1 shall be permitted. 1 with Section 104.11 of the Florida Building 1 Code,Building.The method applies only to walls (d)The design shall be by rational analysis or 1 and roofs with a 100-percent screen. by 3D Finite Element Analysis.Either method 1 1 (a)Screen enclosure frames designed in accor- will be acceptable. 1 1 dance with the screen removal alternates of (2) Where screen enclosures are designed in 1 this section, shall be designed using signed accordance with the screen removal alternates of 1 and sealed site-specific engineering and shall this section, removable screen may consist of 1 1 be designed in accordance with the wind Ioad removable panels,retractable panels,or by desig- 1 1 provisions of the Florida Building Code, nating specific screen panels in the design in 1 Building,Section 1609.1.1, which the screen is to be removed by cutting the 1 1 screen. Removable panels shall be removed; 1 (b) Designs that consider these screen alter- retractable panels shall be placed in the retracted 1 nates shall comply with Florida Building position without increasing the load on the 1 1 Code, Building, Section 2002.4 and Table 1 affected area. Screen designated in the design to 2002.4,using the 110 mph(49.17 m/s)column 1 be cut shall be completely cut when wind speeds 1 1 as modified by Table 2002.4A with all screen are forecast to exceed 75 mph(33.5 m/s). 1 panels in place. 1 TABLE R301.2.1.3 1 WIND SPEED CONVERSIONSe•e.o V-1t 100 110 120 130 140 150 160 170 1801;]M 1 V,� 78 85 93 101 108 116 124 132 i—t 1 139 For SI: I mile per hour=0.447 m/s. 1 a. Linear interpolation is permitted. 1 b. V,=nominal design wind speed. C. V,=ultimate design wind speed determined from Figure R301.2(4). 3.16 FLORIDA BUILDING CODE—RESIDENTIAL,5th EDITION(2014)