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HomeMy WebLinkAboutSUBMITTED PAPERS - 2SCANNED BY P'®KME St. Lucie County MIAMI-BADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 'd BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/Vera/ Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets I through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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. AIISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 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 #;11-0705.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MtasteoAoe eourrrr NOA No.12-0127.16 Expiration Date: December 27, 2016 �Approval Date: March 29, 2012 prl� 31 Page 1 RANDALL Ea STOFF d ARCH9TECTS9 PjL AA=3379 AFMIII05 53"APPROVED REVISE & RESUBMfT APPROVED AS CORRECTED �] REJECTED This review is only for general conformance with the design concept of the pro} cl and general compliance tvlth the Informstion given in the contract documents. Corrections or comments made on to snap drawings during this review do not relieve the contractor from compliance nth the requlre- mants of the plans and spencfiatons. Approval of a specific item shall rot include approval of an assembly of which the item is a component. Con- tractor is responsible for. Dimensions to be confirmed and correlated at tha job site; Information that pertains solely to the fabdration processes or to the means, methods, techniques, sequences and procedures of cDnsh c- ton: coordination of the work of at other trades and for performing all WA sat d satsfacloly manner. ,. ma can DAIS: ��1�,1 BY: � MIAM4DADE COUNTY MI® � PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 i BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH--7700 (Flange Frame)" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets I through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 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 # 11-0705.09 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. E I jprt{ V270.116 MIAMI•DADECOUNTY ,2I.Geopelliter 26 / F Approval Date: March 29, 2012 3%�/i2 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A.... DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L77004901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window; prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2530A and HETI-09-2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung . window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08-2060 A, HETI48-2060 B, HETI-08-2061 A, HETI48-2061 B, HETI-08-2062 A, HETI-08-2062 B, HETI-08-2063A, HETI-08-206313, HETI-08-2064A and HETI-08-2064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminium single hung window; prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406.08) V Product Control"a finer NOA No. 12-01 .16 Expiration Date: lam"t i 016 E-1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1.. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300. 02/04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No.11-0624.01. issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No.114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers' dated 05105111, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No.11-0705.09) 3. Laboratory compliance letter for Test Reports No. HETI-09-2530 A and HETI-09- 253011, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E.(Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI- 08-2003 C, HETI-08- 2004 A, HETI-08-2060 A, HETI-08-2060 B, HETI-08-2061 A, ETI-08-2061 B, HETI48-2062 A, HETI-08-2062 B, HETI-08-2063A, HET148-2063B, HETI- 08-2064A and HETI-08-2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-0406 08) G. OTHERS 1. Notice of Acceptance No.11-0705.09, issued to Lawson Industries, Inc. for their . Series "SH-7700 Flange" Aluminum Single Hung Window - LM.I., approved on 08/18/11 and expiring on 12/27/16. Man el P ra, T.E. Product Control xa ner NOA No. 12-0127.16 Expiration Date: December 27, 2016 Approval Date: a E-2 VA_lC &i ns dPii0 t_ 48" A 78" EQUAL LITE ELEVATION • FACILITIES UN -EQUAL LITE AND RADIUS READ (LIMBED TO LOADS ON SHEET 4 OF 5) ip lvl- .s-_ -- '�PNT� aaiLS NAMES, .ARDE T'Ruff V10M 101LI6• Al MAN. oC. rM.&=.]xb,M 06 MOIR 11 16 , B„ V INpw ILM'LE HHu4 v101X q MR. ml- 4 4 6. NA%; IY0, O ALL CORNERS B � 9 ii/ ��' AB 3'/B• MAX. HBOV�/ G 0 yL{ --' Not! D.LO. WATT, =�I A9 11 IQT byl4 ¢ S . ePll� TO ]/g I MMCCT�.6TL � y /i' o 6'MAL E[i. INi. FALSE APPLIED @l 52.125 V/ PRE AND C VI SILE ME VWWv BLq VIOM V/ SILICONE AND PRE AvnrtPBl.E AS OPTONAL 32R3' IDTH STOCKELEVATION UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE (LIMITED TO WADS ON SHEET 4 OF 5) UBIMED TO LOADS ON SHEET 4 OF 5) General Notes: SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OP THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE IRS TOM AxL10RP ARIACITY (HYHE) AND ASTN 130D-02. THIS PRODUCT IN IMPACT RESISTANT. u> X xAE. AT rRAME NAD LBf HOME PER 1= SILL (SHUTTERS NOT REQUIRED) R] IRAXC .lAARE (sE[ LALi Aa a) WOOD BUCI(S SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED IDADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL - pALLHW.Wl 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND 35 MPx A TO BE REVIEWED BY BUILDING OFFICIAL,. �S D.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE IAMNATED GLASS y V TYPES TABULATED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE CLAM y�N YR TAT LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SO SHEET (3). N ' E SHEET 3 FOR LOGE DETAILS & OPTIONS. w' RAIL E SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. g9R OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. $b L TA ,=. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE S'� W 51iii� BROL 0.) WOOD BUM IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED MEEnxO MI OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 02 FOR DETAIL & NOTES) �— x,s W D BUCES TO BE ANCHORED IN COMPLIANCE WITH THE MID PBC CHAPTER 24. SECTION 11.3.3.3. - OVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE HULLED UNITS. 61V1' 2.) Z NG SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DAOE COUNTY APPROVED DOME USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT.I INT. FALSE CmDMI& LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY MUNIINS ARE P.PPLIED V/ TO E ENTIRE MULLED SYSTEM. W SILICONE AND ARE ELT # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. AVAILABLE AS OPTIONAL. 1'AL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE OR PLATED AND SHALL MM SECTION 2003.11A OF THE 2010 FLORIDA BLOC. CODE. VINpp�V1 FIANCE fRLA�6 VIp1X /1 i3 nrl• I VINWV cm. VNTM EQUAL LITE ELEVATION (LIMBED TO LOADS ON SHEET 4 OF D) PROOUCTREVLSEO m RDa61Bdfil iRBM11AOro FTIMdp DDom ACLTplaopp Np ( -OI ErP101N0 Wro )G Byy M'upN a414pa t R , V/ 1 O C ALL VCLOD BUCKS ENGINEERED SEPARATELY — 1/4• TAPCONEMBEDMENT MIN. EMBEDMENT INTO (SEE ELEVATION SHEEONC T' SA CT WI 6 TO BE REVIEWED BY BLUE OFFICIAL (TYP.) R FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY L INn ) I/B' MIN. RUST SUSTAIN IMPOSED LOADS ADS D ..P...Ay • • AEMBEDMENT `<:' I EXTERIOR O y� C /P INTO AT SKIT MI uER SPACING) • 1SILICONE O ADNESIVE EXf. (MADE/ I BEDDING COMPOUND LAMINATED GLASS GULK N V MIN EN Sx& V/ 1 1/4' INTERIOR BDE DlsiaN MIN EMSEDKENT INTO WOOD. (SEE ELEVATION AT TMEET II MEETING FOR MAX. FASTENER SPACING) RAILS B EXT. GRADE WULX EXT. CRAVE CAULK GBEMpi s B © Al •/ e: •. e A e, MAX. 4IM YP LAM MATED GLASS .,(,'; PT. WOOD BUCKS A • C 0 SEVE EOnxO : ITS INTERIOR x xo • ,r L • ' 1/4 TAvcO( W/ 1 1/M• b n m C y E Y ly MIN EMBEDMENT INTO CONC. b CSEE ELEVATION AT SHEET 61 TORxAi FASTENER SPACING) re c ui - V C. a o 3�M AL 12 a 4 1 1/1; MIN i d y Z' C G _ -- 9 EMBEdIE Sim L - 11/0•MIR '•� -: A. EDGE DISTANCE A. ! In o m IS 1➢ I EXTERIOR " .F, EFTEN GRADE FORLNETER CAIhKINO I�\I eU� A -WIN.. 1941E I.T. T < WINDOW INSTALLATION NOTES• 1. THE WINDOW FRAME FLANGE TD BE BACK-BE➢➢ED V/ AN EXT. GRADE d CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) LT / 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO Iai Cyy J 0 BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK \ BY OTHERS (TYP.) • WHEN THE CAP BETWEEN THE WINDOW FEU61E AND THE BUCK OR HASONRY IS LESS THAN 1/B•, SHIM. 0. NOT RMUME.B. Q C yE ANCHORS NOT: rn 4 ANCHORS TO BE B12 SMS OR V0, SCREWS INTO VOOO, OR ff 1 IN• TAPCONS or APPROVED COLIC. FASTENERS INTO CONC. WITH A MINIMUM OF 1 1/e• PENETRATION INTO VOpO OR 22 (TpSp CONC. (REFER TO LOAD TABLES AT SHEET < OF 5 FpR e O C QUANTITIES REQUIRED) R I$ IB a PRODULTREVISED AAannplyiAM wLTONFlDddo GIWdmR(b& ADa tmmNo./ 1 .I PRDNR AR Ryy AGmvi ARdDN E y •..I. IPrIM6% W Cp00W WP Rww SPEC101N W31 �•T 4AIMG pEPIM IIII SHS V, 1 114- HIM DRESHCNT INI0 VllDa (SEE ELEVATIM AT SHEET 01 r0R HAE. FASTENER SPACING) wl: snx INTERIOR ASDIW rMlw He' BY LAYS. U®lSR6f• IH' x : y; :IMC •: 0MIN ---------------- V nr. wnoc en 22 M [ E. TmL.M w,A,' HS AM 116iALL[e filA vxzLv vuwrtmx SPfInMEPSYL vw 'sawrw UMTHATO C SS -IMPOSITION - TYPE 3 rtOl vY59 osSMVimx -FSNJL uxlxAre vnCWvnOH A.$Ile fiLASS wv— z omo� Pusnc v.wLAlw scmxrcua nn 3 ve ANmuw cuss vP •ou2om• UMINATED GLASS COMPOSITION - TYPE 4 Rpl OY39 p[SwP110Y OeHOPIpN 1 ve• NIP2um p1A5s Tyy1NRr e • avm• PLMnwlEvurza c - -pRAp, purlSrtc PVs 3 vs• Axuwtw G4AS2 LS�VJ - UMINATED GLASS (XIMPOSTERINTYPE 5 Im O'em AYp\tewPO x K'dP¢ 2a pIIro08GYi pa NNG yr, -SLP ¢w0.ATA-LsrrlCesMWlFn$oAxSor mz 20 •sIL1L@1[ W,IDS, poN CIE. ev< 2e l�o RSCIVAv i>r OGaC CLAIM CIPr" INSULATED UMWATFD GLASS CO POSITION TYPE e 3TPY OY89 p[LL01211pN _ .rRM __ _ _ ___-Gz.-I- ymxATL p56Cp1ITmN ) SGI-SIPEWITGVS3 011fM1rz PVE er •Mmvxl• 2 00vP PUSIIC ...Am a vo- HEAT-srmNwTESISTaTo wus I_ Y f0 fAAR Sllln PVe M -=.,I, Cl JAMB EXTERIOR E.I. .. MYINCrSR WAIIIS Mi v. •uv: H.Lcl) i T I ., APR)Cv n wxEEs [M1P.) WOOD FRAME INSTALLATION DFTAIT ALw1INUN HIRLIW - SEE MULLION APPfl0VAL. TOR ."LpN TYPE. WE ANO MM. RESIGN PRESSURE WNAME4, (ALL.. 0.0'r ..M mmcE) W1E: THE LMER PRESSURES Or SWGLE HUNG WINWW OR ML S L GWERN . INTERIOR EXTERIOR /Q INTERIM f PERIMCAETER AIAL4YING FRAME MULLING yuLl,]NG DEgIRAME M 1N DF AIL 6 hit26 y R c n o s "gFl SESS # .. y sE tii. 0 LOCK (LATCH AND SWEEP) OPTIONS g W r x mxv 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE IACISS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED a FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARC REQUIRED PER EACH VENT. eS ®U eS O Ip !ON W SC �N SEE HULLWN AA Ls VS. NULUW! 1YPE. s12E ANO 1411. •b !0 pfSEN PRESSURE LWITATA]N5. LNT1rY INTERIOR 301S. It LIMIER PRESSURES Of SWCLE -IW) �I/A• HNX "A KWmmr OR uu. = GOVEW! SHIN y FSFL2E1fV0:SMR �I CIMGLC NOTE: 1. ALL BE ST% N PNNIED CO=T M ALNd. LO p2M Mrm. 2 NETA. STRUCTURES: A) STEEL : ry LIT 05 N61 U. (S UL IS `A*NIN. THICY - 0.8.) pYETFR Z 1 t TRAME O) ACUNMUN : 60E3-15 UN, 'LAST EXTERIOR EI (ALM. auTe- MN. 1 K) METAL ATTACHMENT O�AIL F PRODUCERRVISFD H mplYlvgzvuNO. HmMv GpiaulRONUY Ib Mlmnl Pm O m n I o Vv \: \v E D 0 N N J N N� 1111�, N NNt-o U yy NNNO��� W D� d q m m m q p p o u 0 � GI O y a �s�poos�oes�a��asss���s��os000�ops00000»® i e 0oo o o o bo 0 b b o o o o o oob000m0000000000000000 ,� 0 m n 0 Ymosi;�oss��o$SoS�SooSsoo$000000soS00000Ss.�� b obbbOobbbobobb0000bb oobbbbb0000boobboob •7 o � m o p o, S o p o 0 0 0 0 0 0 o s s o o p p o o e 0 00 oo0bbbbbboo 0000 m g000000o00 p p�� r w o , mm p m 0b� , pp bb , �bbbb Opp P'i ob000000b000bbbboobbbb mm p o 0 ,ia Q mmmmmmmm O O O O O O O mmmwmm. O O O D O O O O mM g w ,7 E3� m � oa, oo �Se� o POP�ps�oosoo$,g'ooe s$eswa O O O O O O O o O O O O 7 � y g !O O m m O O q m O O m m O O q m O O m m O O qq mp O mm O O mm qq O O gq O O qq mm O O qq mm p O mm p O mm qq 0 0 gq s O qq qq O p mm qq O 0 mm mm 0 0 mm 0 e FZ b 00 bboo0bbboobbb000bbb000b000bboobb0obobo 0 0 y ,7 9 9 R••41m .halm • rzv.:ne to com ./ lq0 teC T T A WS ® /a % 8501 N.W. 90 ST. L 1 el MEDLEY, FIARIDA W166 PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS • P_" x. 69Mq m-vze ;SERIES-7700 SINGLE HUNG FLANGE FRAME IMPACT WINDOW .ft N. E. �ol� I// z DESIGN PRESSURE CHARTS, k CONFIGURATION OPTIONS uws. �..e w.r� ♦w>`�. im e,e.r an,. w.e e.wa., o L7700-0901 FRAME HEAD L-7701 O y0 .06P ( mm-m uNmxw ) g; 28N�1� FRAME SILL Ir7702 O(evm-m ,meow l =II 1 FIXED MEETING RAIL L-7704 FRAME JAMB I 77P- C VENT INTERLOCK RAIL VENT BOTTOM MIL VENT JAMB RAIL O 05( 6066-m RLwwuY 1 L0evm-n Nwmux 1 L-7707 © IIII^ynyl�'I O 1 emv-m NeX. 11V1� ufl� P. i 2 � Pme nbP R nbz VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7539 L-770B L-7711 L-4204 O O 6 7 abz 1 evm-ie uemmn 1 1 even-m ,mevrw) (evoae uummn as'� my av� In1] eRl m— ars �I b9B '� r66 ( wm-tt uumxw 1 1 9 fBPYESOl O FRAME BOTTOM CORNER VENT TOP CORNER YYLYgyaBoy00.y4 q �Mp peryRery BILL OF MATERIAIS ITEM / PART ® RRQD. I DESCRIPTION REMARKS 1 L-7801 1 FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7603 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING R411 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING (TUP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM e L-77CS AS REG-D. GLAZING BEAD ( 3/B' > 6063-75 ALUMINUM 9 FS-006 JAS RED-1). FRAME ASSEMBLY SCREWS RB X 3/4' P.H. PHILLIP 10 FS-040 AS REDD, INSTALLATION SCREWS 014 X 1 1/4' FHIPHIL. 11 L-7531 AS REWD. BULB VINYL VTS'P I/a' DIA BULB 03033 12 PVS-003 AS RETR FIN SEAL WEATHERSTRIP .107'x.233- 13 PVS-DB5 AS REG'D, FIN SEAL WEATHERSTRIP .IB7'x.350- 14 PVS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187'x4110- IS HC-024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS REO'U. GLAZING BEAD/ INSULATED 6063-T5 ALUMINUM 17 L-4204 AS REO'0. GLAZING BEAD - RADIUS 6063-TS ALUMINUM IB L-7723 1 SASH BALANCE LAM/GUIDE (2 X VENT> 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 2D L-7727 2 BLOCK L TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-TS ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 • AS REO'D. GLAZING SILICONE SEE GLAZING 2 SHT. 3 24 • 2 Lpmlmntea Glass SEE GLAZING DETAILS 25 NC-057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 • 2 FRAME SILL FOAM GASKET SELF aDHEStVE 28 HC-026-1 1 SCREEN FRAME L MESH 29 L-]]30 1 PRODUCT LABEL 30 • • in 31 ISM-5504 AS REWD. JOINT SEALANT SM-5504 32I • JAS REVR PERIMETER ACRYLIC CAULK OSf POLYSEANSEAL PRODUCTRSVISED v—PITABsi1XBm FIMIE4 Dei14TR8 Co& B=g Dab -0 /b Dye 0n��a3 � m ohm m 43 x (SO 6 3 C < 4N zi n m c d 00 � x c p V z < o x jm ® a , � m �W o n] z m N aO O aw 9 { 01<> n o [{7 0 31 M E DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries. 8501 NW 90 Street Medley, FL 33166 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175.2474 T (786) 315-2590 F (786) 315.2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the. AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Solos, P.E„ bearing the Mimi -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 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 and renews NOA # 10-0610.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.07 Expiration Date: May 30, 2017 WOOLApprovalDate: March 29, 2012 Page 1 RANDALL E. STOFFT ARCHITECTS, PJL AAgC0 79 AR8W111W PROVED F1 REVISE & RESUBMIT APPROVED AS CORRECTED REJECTED This mview is only for genoral conformance with the design concept of the pro;:d and general compliance with the Information given in the contract dcr:mcn' .Corzcicnsorcomments made on the shop drawings during i s raeza do not rafiava the contractor from compliance with the require- n.. is of t e plans and specifications. Approval of a spec item shall not inc'ada zpacval of an assembly of which the item is a component. Con- bactor is msponsib!a for: Dimensions to be confirmed and correlated at the job sii%In' rmatonthat pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construc- lion: coordination of the work of a0 other trades: and for performing all work m a safe and satisfactory manner. DATE.8� 1� Ur: f M®EME MIAMTCOUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33115.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/ael•a/ Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the. AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Extruded Aluminum Tube Mullion w/ and w/o Steel Reinforcement— L.M.I. APPROVAL DOCUMENT: Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miqmi-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: .Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control. Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 and renews NOA # 10-0610.02 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 0 L Er4DP2-Y21.07 MIAMI-DADECOUNTY Expiration Date: May 30, 2017 -4f02 Approval Date: March 29, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-024071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.07) 4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02-0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA# 03-0225.06) Product Control Exa O• i Ap 1 w- :,; tg a■' Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc.; Test Report No. HETI-02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted tinderNOA# 03-0225.06) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted underNOA# 03-0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I., approved on 10/06/10 and expiring on 05/30/12. Manuel PeTez, P.E. Product Control ExaAdoer NOA No. 12-0127.07 Expiration Date: May 30,,2017 Appro:Ear p p E-2�pJJ ANCHOR/CLIP GLAZING PRODUCT ANCHOR/CLIP HORIZONTAL MULLION J \, ` , / VERTICAL VERTICAL MULLION MULLION GLAZING GLAZING GLAZING 2 PRODUCT PRODUCT PRODUCT S CUP-) AwlANCHOR . 1 J W2 W3 MULLION SPAN WIDTH (W) = WT + W2 + W3 2 J ANCHOR/CLIP VERTICAL MULLION GLAZING GLAZING �< PRODUCT PRODUCT �w E OHOR/CLI J i ANCHOR/CLIP i GLAZING GLAZING PRODUCT f-HORIZONTAL MULLION GLAZING PRODUCT 3 GLAZING GLAZING PRODUCT PRODUCT yn 3 VERTICAL m MULLION:ANCHOR/CLIP f wi W2 MULLION SPAN (W) = Wt 2 W2 WIDTH (W) = WI 2 W2 TYPICAL MULLION ARRANGEMENTS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. )NTAL MULLION RECTANGULAR AI UMINUM TUBE MULLIONS USING MUILION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REOUIREMENTS OF THE "RIM BUILDING CODE 2010 EDITION INCLUDING + tY HIGH VELOCITY HURRICANE ZONE (HVHZ). 3 2. ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE FLORIDA BUGG. CODE REOUIREMENIS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS, INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. 3 4. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 0 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATEHML SHALL BE BEYOND WALL DRESSING OR STUCCO. B. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. T. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. B. MATERMLS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WIN OTHER DSSMIUQ MATERALS SHALL MEET THE REONREMENIS OF THE 2010 FLORIDA BLGG. CODE - SECTION 2001B,4. MULLION & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 8. & 9 OF 10 FOR DETAILS AND NOTES. + ry ` REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 3 II 3 3 PRODUCTREVISED mmPlYi� AMN ISc PI4TIEe 2X MULLION CLIP 6063-i6 1X�L 600-T6 M-0. NOTCH OPTIONAL 2 X 6 STD, TUBE NULLION STANDARD TUBULAR SHAPES TYP. W - .125' ALL PRODUCT MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOIV OR DOOR APPROWL FUR FASTENERS SUES AND SPACING CLIP LENGTH MOLLR36 1 X 21 X 3X 42 x 42 X 6 1. ALL CUPS "I ANGLES ARE SNUG INTO TNBE MULLIONS. ANGLE CLIP 2. WHERE ANGLES ARE NOT FT 6063-TG INTO TUBE MULLIONS. SEE OPT L Jzs d62� 'SA �d62 ) 125 T IS00 +ao0 FNS 1 2 r �2 JI a000 in6z 3.0 .ns 2ao0 n va2 2a62 2 .IBfir 1d62+1 �1 BB� .156r Id62� F11100� .I"J n)B IF IF I.IBe In62 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 CUSTOM BULLION CUSTOM BULLION CUSTOM 6Q($�UBLLION CUSTOM MM L,� I10 CUSTO6063-76 63��yfiLLION Ixx: 2.070 in: Ixx: 1.000 in Ixx: 0.950 in: Ixx: 0.370 in: Ixx: 0.330 in: Sxx: 1.035 ink Sxx: 0.667 in° Sxx: 0.633 in! Sxx: 0.370 in3 Sxx: 0.330 MCI (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FIANCE FRAME) I-lnoay F.12s 424 In00- .125 �2000� IDIDD sODD Inooy I I .12s 125 x.99u 20)00 L X 4 1 X 3 1 X 2 Lxx: STD. TUBE MULLION STD. TUBE MULLION STD TUBE MULLION 606J-16 I2.070 in: Sxx: 1.035 ins 6053-TS Ixx_ 0.950 in: Sxx: 0.635.011 UCTR p1YlN6 OmTN5.0Cofi A"FPI°"`6N'I TJa 6063-T6 Ixx: 0.330 in: VISCQ 330 in° 4M116e �aA A 7� 2% 6 2 X 4 STD. 'TIRE MUIIION STD. TUBE MULLION 6063-T6 Ixx: 8.280 IN. W63-76 Ixx: 2.980 in: Sxx: 2J60 in° Sxx: 1.490 ink Expimlion 1. ] nil .. ME CMAWS AND GRAPHS AS FOLLOAS. THESE MULLIONS ARE RATED FOR URGE MISSILE IMPACT STEP L DETERMINE DESICN Lwn REQUIRED FOR PARncuuR OPENING. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. Q USE APPRwm GRAUNG PRODUCTS YEEnND ANNE LOAD SSTEP STEP 3 USE CONNECTION i0 NNWON AS PER Pfl00NCi APPRDvu. NOTES STEP 4 SPECIFY u+xmuu SHw SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET USING CHARTS ON fi EET 3 OF 10 SELECT MILLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. STEP 5 WITH DESGN RATING MORE T DESGN LOAD SPECIFIED IN STEP L ADOVE 2. MULLIONS MAY BE ORIENTED VERTICALLY OR USING NNC[U R TYPES ON 9 EET B. THRV 9.0 ANCHOR CHARTS HORIZONTALLY. STEP 6 ON SHEET 9. SELECT ANCHOR UPS WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION MORE THAN THE DEMON LQAOS SPEC61E0 M STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. "9S I On c 7y 3 ♦ N V (O W J N, N �1 0 0 1� N +1N N O N A pa O N A ti V tmO V -Ni V1 N+ m W P Y m N 0 W 9 b f!N m (J !!N b OIN N A 0 0 fT Lf W A O 41 41 L1O (IN 4l Ip 'y'Fn W2 WT :E m O And �E � onz gm r � ooa `SAS c Zpm pp r ZyyNNyy n NN �NZ A [00 IJmm(JV LI tO +O IJ tG mAN4N m n N+ Zym Z O w n S J fJ N T J 0 N Lf V O U G N d ql N+ fJ q+ W V A C7 m O 0 (J 0 O p, O P A W IJ N I Z Ny �.1 0 V+G,N041+(J G, fJ 4,A 4f �I�O V'yOjJ++O 0N V V',Np p'OO V V Nm O f m i Op� m NW N0 VV1 lnJ �NNN OfOINO NP N N$j �jN NANN N NN+N L1 PN� Aql O+JIJA N4100 00a�mm N0000VmIf NODOOO. fO IJ� NGO A m y O 21129TSugLikAn II JAIL,.F'.54 wu AMT P9ALL JJT.X N o; x N Y y m I- O 'y J m N W •Ni , , Y, V NV .Ni � N, , , N V N N N V y A tPl1 , N N m NNN O N yyp p O W N Z O k N N O 41 G fY N + VqqI 4 fJ IlN N N IJ NN fqqJ W t V, A In Nd 1J N W yN W .Ni mV q y W NN NN N P� 0 ttJJ N� i W�� ,,pp NN V m 11JJ i A ((JJ V N V A 40i N b� A' y m N fPl, O� p�I y1 N O N N N m +I IJ iO+V OWE NLf @N11N 111 J+1A O .PN6U, fp +yNNOmy 0+m fT+++�'O y NO CI -u— e s-... LA TES® • A, 8501 N.W. 90 ..:. MEDLEY, FLORIDA 33166 j" �4 NDUSTRIE s, I1v c. PH N.. (305) 696-8650 �' F •4J�e MANUFACTURER OF QUALITY ALVAIINUM WINDOWS AND GLASS DOORS sEAxo 'Wa o ALUMINUM TUBE MULLIONS M.. xe N. EEAEo �o 41z UNREINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES 3 OF 10 A x.K.w �,. . LAx-ML-1001 � .156 2x MULLION CLIP 6063-76 m z.000 3zs zzso 1500 1X MULLION CLIP fi063-i6 NolcH `( OPRONAL Mx. 'L' r/� 5Q�� NOTCH OPTONM ANGLE CLIP 6063-i6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR GOON APPROV& FOR FASZENERS SIZES AND SPACING CLIP LENGTH MULL "L" 1 x 2 1.688' I x 3 2.688. 1 X 4 3.688' 2 X 4 3.6884 2 X 6 5.688' ALL CUPS AND ANGLES ARE TO FIT UG INTO TUBE MULLIONS. I fl.zs a6zr a00 IBerI ID2 IM 1 X 4 GUSTO 110 6063-T6 Ixx: 4.709 in: Sxx: 2.355 Rn (RANGE FRAME) STD TUBE MU ION 6063-RI 1.:19.648 Nit Sxx: 6.549 NO FRO 1 X 4 STD TUBE MULLION W63-16 Ixx: 4.709 in. Sxx: 2.355 ink 2 X 4 STD. TURF MUIIION 6083-T6 Ixx: 7.649 inx. Sxx: 3.825 ink USE CHARTS AND ORAPNS AS FOLLOWS. �FRMINE OE51CN L REQUIRED FOR PARTICNAR OPENING USE APPROVEO GLIUM PRODUCTS uEERNG A60VE LOW REODUiENDZ15. USE C ONNECTION M UUWON AS PER PROOMI APPROVAL SPECIFY NAXMOM SUY SPACING. USING CHARTS ON SHEET 8 OF ID SELECT MULLIDN SIZE W . OESICN MTNG UORE n N! DESIGN LW SPECFIED IN S1EP I ABOVE. USING ANCHOR WMS ON SNEEZ 6 TN. 9 AND ANCHOR CHATS ON SHEET 9. SELECT ANCHOR WPE MTH DESIGN RAZINGTH NONE THAN E OESION L OS SPECIFIED N STEP 1 ABOVE >_�J o� C Z O F1000 6 r .062 III m 3 h r1 3 a �i 1-1'06x�! 1 X 3 51D TUBE MULLION M99 1 X 3 Z g 6063-T6 1 x 3 CUSTOM MULLION &1 g 6083-16 CUSTOM MULLION j ED Paj 6063-i8 Ixx: 2.168 in: Ixx: 2.168 in: 3 Ixx: 2.218 in: e F y SO . 3 Sxx: 1.445 In. Sxx: 1.445 in. Sxx: 1.479 in° (FIANCE FRAME) 'z rt (FIN FRANC) ® j 7 m P� E1 U U N ? Y PPRODUCTREV156D - Plyme.dminenmlen Dwldw6 Lbda AexaPl%uD No % Ekpinlian DMe (7 Mi Bde PFaMcI of RECTANGULAR ALUMINUM TUBE MIA I IONS USING MULLION PROPERTIES ON Y THESE MULUONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON•S MIAMI—DADE COUNTY APPROVED IMPACT AND NON —IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLWJCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. g ^1 nn 12 W1 n IZ A fA ��yy0 55225 -7 $ STATE OF E JW N .... p N. p O m m N. O p 0 N T NN W N W O 0 N O L d N T O A m N N p y A O P m A OW1 W W S 3 c o m � ` m 9 D Z N+ O W g N 41 O O O O W W+ 4] O O O O O O O 0 W J O O O O O O O O O O .......... 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OHO O O O O O G O C O O O G O o C O O G o o O O O O o O O o m E--t N m O p O N OI O p 6 N Ql O A W W N m O A g N m p W> 3 c r a N l p W 9 D Z N + + I F-W8--- N Q lifU N ++ W W+ N N d Ip N W W Am I +++ g W N q O N N W V W d W+ m+++ q W W N m+ N N A V W W O U A V N N N N W W NW W A U+ R N J J N X V O, + !n q W V 41 N U A W o W O O o f0 . m ip + + J m tp O W A m +1 p A JNq+ NVWfJ WJqVpf +N +O VOWW U+'O +'q NO ++N +W+OO +OUO +D mm+q + +m +m0 +NO +U0 +q0 N +W N N OI O O O (WJmVO WN O+N W W O O N060 0 O U g O O N D m A0 O O U0 XbNF ' 0+ V O O O m rve teen a mis seee< LA WS ® /Y / MEDLEY, FLORIDA 33166 1 g/ 8501 N.W. 90 Si. I STRIE s, c. PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM NINDOVS AND CLASS DOORS n N. ERAW esI`Y< ze to ALUMINUM TUBE MULLIONS os R.a.a REINFORCED TUBE MULLIONS DESIGN PRESSURE CHARTS AND GENERAL NOTES N. EW.YO 01 IY Ls4 Iie9a1 Rmnv, Mm.4s prose MWn SMC- LAW-ML-3001 5 OP t0 A' 5/I6' VPCOHS .IN. WDDO PENEIWTION CLIP (1 ON EACH WWC) \21 I E 11Ti!� Ix ELOfiTINc cuP 2 fiY M BUCR 5/I6' TAPCONS 1-1/2' YIN. WOOD PENEIPATIDN'�I 1 PER ANGLE/ I MIN. EDGE DIST. 2-3/16" CONCRETE OR 4 5/16' iAP COxs -O/4- WN. EMBED INTO MASONRY p 2 PER ANGLE a_ \2 Mb h� Vl�b m JOJ W LL IN I 1 II II I I 1 I -�JZ m W S u u z a 2 x 2 % 1/B' . I r-------------1 I i MO.Olrcx i i I SIX FLOATING CLIP II 11 u u I I ALUM M "a 1 1 1 1 ANCHORS TYPE 'D' (INTO BLOCK) �U ANCHORS TYPE 'G' (INTO CONCRETE) ALL COPS AND ANGLES TO FIT SNUG 4 ANCHORS THRU 1M BUCK INTO CONCRETE OR BLOCK L ° N E INTO MULLIONS. TAPCONS My BEE HEX OR FLAT HEAD, 1'x4" & 2"x4" MULL W e ( MIN. EDGE DIST ii �i 2-3/16' CONCRETE OR TE 4" HOLLOW BLOC K i 11 I BY YCOD GUC% 11 11 2 % 1/B' NNY ANGLE u u 1 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FIAT HEAP. L ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD s 1 4 1 " MIN. 1_ _ 5/I6' TAPCONS 5/I6" TDPCONS / 1/2 YW. WOD0 PENEIRhI N 1-1/2-N. WOOD PENETRATION E F Di$T. 1 PER CUP (2 ON a.WINGtiN� 2 PER ANGLE 1 /4" WOOD BUCK 1 ANCHORS (TYPE 'B' 4 ANCHORS INTO WOOD CLIP x 1/6' AVGIL 5/16' VPCONS EMBED INTD YwsouR, W (1 ON EACH WM) 73< WOOD �h f ryN � 51NF TAPCONS J 1q/4' WN. ENSED INTO WSONRY Q . 1 PER -0 nanxc CLw 11 ril L2 x 2 % V6' 11 11 .LLw ANGLE ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE IF' (INTO CONCRETE 2 ANCHORS THRU 1K BUCK INTO CONCRETE OR BLOCK 0 N (IN. EDGE DIST. 5/W- Toco.s 116" CONCRETE OR 1-3/4* MIN. EMBED INNO MASONRY HOLLOW BLO K 2 PER JWM S/w- wC.NS 1 -3/4- INM WOW INTO WMONRY-CLC MIN. 1V . 2 . VS. uw NOUN ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE 'F' (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK MIN. EDGE DIST. 2-3/16" CONCRETE OR OLLOW EIL CK 5/16' TAPCONS 5/W WcoNs 1-3 1 1- H. VASED IWO �NRY ..C) 2 PER ANGLE 2 OP MIN' IN C, C SITE OR T CEONC moCSm 11 II2 X 2 1/0• L FLOANNG CLIP IN. a L/SX uuu ANCHORS TYPE V (INTO BLOCK) U) ANCHORS TYPE 'G' (INTO CONCRETE 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK ILL 1".4" & 2".4" MULL U) I II N., ON, c NE`7 C= BLOCK MOM 1-3/4; MI EMBED INTO �ONW 4 Efti-P (2 ON CRON WING) 0 . ... ... �0 4..., s 4- :'FITTSNUO -b'40 -*'4 IS, 0 ALL CLIPS AN ANGLES LA 0 1, L CLIP A' $1 ALL TUBE MULLIONS. 1.jR;Iz A In TAPCO,S la I TAFICONS MY BE HEX ;z •MOO IP 2� • Suilduftly.U."h"'N"W4 CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED AQ,16.mDNO mg6 0 A t I I WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 1-3/4- MIN. WSW I ." ==--1 I WATER -WHILE METHACRYUPITE LACQUER. I PER MM BY 'i. :!D I MIN. EDGE DIST. I/16- CONCRETE OR ' HOLLOW BLO K 1F 1 2X6 5/IB' TMCONS 1-3/4' WN. EMBED INTO W150NRY 4 PER CUP (2 ON FMH "o) CLIP LENGTH MULL 'L' 2 % 4 3.688' B X 6 5.688' MULL 5/IG' TMCONS M. EMBED UND MISMM \ 4 PER UP (2 ON FACH WING) EDGE DIST. ' CONCRETE OR ILLOW BUD K J-3/4- ' s/IE' nxaNs yy - MIN. I-3/4' YW. EMBED MM Y ONRY O 5$4f 4 PER CLIP (i ON EACH WNG) o O LA I'' I Mm 3 '.t. • Pv n2 R, CLIP LENGTH MULL L" 2 X 4 3.6B8' B%6 5.68B' of of } rn oar q p lax .2 If ! 9 o WOOD BU[X 2X8 MULL F Wq j 5/18' LMCOxS 2 .�. 5 [ABED INTO MASONRY ♦ PER CUP (2 ON fpCH vmIG) j Z 0 ¢ S _________________ 3/4- V < E S I MIN. y e 1 3 ®H 6 z 3X6 YULL N o _ 6 [� o ' .• :: �z _ < N 4 J D: U i . oYH ANCHORS TYPE 'E' (INTO BLOCK 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ANCHORS TYPE 'H' (INTO CONCRETE MOOD ANCHORS TYPE 'E' (INTO BLOCK) TAPCONS MAY BE HEX OR FLAT HEAP. ) 4 ANCHORS THRV 1% BUCK ANCHORS TYPE 'H' (INTO CONCRETE) CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK ANCHORS INTO CONCRETE or BLOCK WITH ALHALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"%6 MULL SHOWN 2'X6' MULL SHOWN WATER -WHITE METHACRY TE LACQUER PRODUCTRDMISRD : Bscunip1Y616wNAIIMFIurMe 'o Uuildm,Coft AcceplmlW No = Lup4miPn Oatn H hA....... .pe_ H arereAF.zz IIN. EDGE DIST. 5/16' WCONS '16' CONCRETE OR 1ap' uw. EMBED Iwo w Oo 3-3/4' HOLLOW BLOCK TDTAt (a ON EACH WING) MIN. 2 o. 1,6 i M:., KVM ,V1 CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRAATE LACQUER. wv�n Vrti iniV WnV21C Vrt I:LHCNI tlWI:M1 CLIP LENGTH MULL L• I X 2 1.688' 1 X 3 2.688' X 4 3.686' T X 4 3.688' RX6 5.6B8' 1. ALL CUPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. ANCHORS TYPE '1' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE T TO VERIFY CAPACIN OF CONNECTION MTODUCTI m oonlPlYiRa D11dE6.g Cul ALL CLIPS AND ANGLES TO FIT SNUG AcccpNm61 INTO TUBE MULLIONS. RxpinlimD TAPCONS MAY BE HEX OR FLAT HEAD. fi`�+.X• u n o n� y o z haw o n ;�V 2 a URw m�a � a atill In a 1� 9 LIAO i:!, UJIM 00�0��999000�00��00�0����0�99RI og � "s 2 r ERTICAL MULUO SPAN W1 W2 6 5� i N A G N D Z y O Z 2 m m 0 0 I mp y K m m Wt' m O p Op '9 '�D OO p20 O ZC]N>~> 0 5 N204�Z ON9 V O yp ZS 001� 2 Z 9O - O 2nOp p vmi m mpO10/1yN VD N f- 99 D �O m N O z �z-C< f r N 5 ti m c m p2 Z A`K O0 pAp z o� s o'n p m m p Z x g Z oz mp D Do am 'y^yo N N 3 O O Z N D C Z O p D KS� r O p O p O O OG O m y m p m p m y N N O �Z m 55225 - *•lp' TE OF 19 eGvYv 9>;m w88gti8o'o A'YtlBY$$ffiffidC Hair 89Y88a 8252 Qi mffp'tf�9wB888212 1& tit: 98ffia88ggt99TaSmSggg€m irg eG$Ym�B'gA�`oS$ Yw 8--IS $ A 88; 0 e ffi sm890918 ov a&"'88 m 85288#m88mgffi a 8d„ B, A 9 91 &ffi d'8P&6e giSgO�g&&mil�gffig@oU 8da8ggge88g>=8mg;g8888>ffi=t-a999899skIggg88888mFm eaSBrs®®®gggaBBsgay® ggg9r6woga®g>ggxmsaaag3ACsg�'m ffi8$�88e A�sffiffi>m8 $'amggugu=8g'a3 ggggu m ">ffi�ge��zsggg�sggoggggs��zna�iWi�fs��ggz�'ay'sgfsg'ffig���= $,^,�895,786ix89mi78&�gffiw98=u8ffia�8&oM888ffi8mffig8"'8158�- g m p3lig io8B8'°9GIt B,W' :, --TF Y98 a 8$Y�BdffiMmYB$98i9Y Y'�mYY�g,m�g�L'-Y�s985Y'r, �m s�>;�g�n�»ffi$9Y8m'gy'�(3zn�sffiffiag;,E�zn�e$g�����"� �mgmiS slSS$Y4ffi,9,g3s$8$8N8ggfS9e YJ88w89;-, 'g 'g'a 8g>fS15 Iwo aria 8gdlSg Y88o�8'sa if�g8ineyffi�;ggggmm Bg®®�,raer3mB9we�agggggs>aFsffiwgGLagrac,sscaaa�s�'r a �Y88U9$i"ffi8�o'88889eY88>Lnffi ffiN8`d8U"8 $,a'88,gOS88=8r7mVgGe m$88Y88mt38888�my 8i58'J,'I. bV`88Y$8"d'6"�2 m riaPiauuYi�iin%Wmia��uimr�rngs�risOs�$ffi�-9;rog��u-ffi� LAY 9 tl O !/ 5501 N.W. 90 �L� I I L.J 7 MEDLEY, FLORIDA 66 INn STRIE s, C.. pH No. (305) 696-8-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ALUMINUM TUBE MULLIONS CLIP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES ��� � ��0 A'""` LAW-ML-foot s"° 10 of]o � p-A' COUN EM MIAMITROL SECTION � PRODUCT CONTROLSECTI6N DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3154599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.aov/pe'ra Lawson Industries, Inc. 8501 NW 90"' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation' submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 4200/ 6200 Flange Frame" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No.14200-6200-1201, titled "Series-4200-6200 Flange Impact Fixed Window", sheets I through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 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 and renews NOA # 07-0516.02 and consists of this page 1 and evidence pages E-I, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0307.06 rtwMt•oane couNrr Expiration Date: August 22, 2017 Approval Date: May 24, 2012 Page 1 RXIMALL E. S T OFF 9' ARCHITECTS, PA AAk00�7219 ARYM111115 APPROVED RI VISE B RESUBhirr ❑ APPROVED AS CORRECTED REJECTED This review is only for general conformance with the design concept of the p%ect and general compliance with the Information given in the contract documents. Corrections or comments made on the shop dravAngs during this reviaw do net rz!ievo the contractor from compliance Win the require- msn`s of the plans and spscificel!ons. Approval of a specific item shall not inck;de approval of an assembly of which the item is a component. Coo- trador is responsible for: Dimensions to be confirmed and correlated at the job site; Irdcanallon that pertains solely to the fabrication processes or to the means, melds, techniques, sequences and procedures of censtrvo- Gcn: coordination of the work of all other trades: and for performing all work in a safe and satisfactory manner. aama 814r1S' By. MIAMI-I=Ei MIAMI-DADE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3154599 NOTICE OF ACCEPTANCE (NOA) wwwaniamidado.sov/neva Lawson Industries, Inc. 8501 NW 9Wh Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation' submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (1n Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 4200/ 6200 Flange Frame" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No.14200-6200-1201, titled "Series-4200-6200 Flange Impact Fixed Window", sheets 1 through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Solos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 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 and renews NOA # 07-0516.02 and consists of this page I and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY 1 t��11�12 NOA No. 12-0307.06 Expiration Date: August 22, 2017 Approva,LDLF 2 0 py Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Ai- DRAWINGS 14. Manufacturer's die drawings and sections. 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 1 through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc,, Test Report No, HETI-12-4010, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 2. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3363, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 3. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2614, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 4. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with -marked-up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2613, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2612, dated 09/02/09, signed and sealed by Candido F. Font, P.E. 6. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-09-2611, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 7. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reporto. HETI-09-2586 dated 07/10/09, signed and sealed by Candido F. Font, P.E. Manuel Per E. Product Control E a iner NOA No. 12- 07.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-1 ILEF Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. Test report on 1). Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09 2585, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 9. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2584, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 10. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2582, dated . 07/10/09, signed and sealed by Candido F. Font, P.E. 11. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2581, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 12. Test report on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc:; Test Report No. HETI-09-2580, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 13. Test report on: 1) Uniform Static Air Pressure Test, Loading -per FBC, TAS 202-94 along. with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2579, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 14. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1779, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted underNOA# 06-0117.02) 15. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1778, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) Manuel Perez, E. Product Control E m! or NOA N0 .1 .06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 16. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1777, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 17. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1776, dated 01/30/03, signed and sealed by Raphael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 18. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a full radius fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774B, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 19. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an eyebrow fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774A, dated 01/30/03, signed and sealed by Raphael Dkoz-Seda, P.E. (Submitted under NOA# 06-0117.02) 20. 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 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1215, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 21. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1158, dated 04/8/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 66-0117.02) Manuel Pyre¢, P.E. Product Contra Exa liner NOA No. 307.06 Expiration Date: August 22, 2017 Approval Date: Ma 24, 0 E-3 mg ILE Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 22. 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 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1193, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 23. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1103, dated 02/12/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 24. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No, HETI701-1098, dated 02/11/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by manufacturer, complying with FBC-2010, dated 03/01/12, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -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 SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteig PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflez and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 Manue Perm' T. Product Control E er NOA No.12-0307.06 Expiration Date: August 22, 2017 E 4 Ap [ y Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated March 02, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated March 02, 2012, signed and sealed by ... Thomas J. Sotos, P.E. G. OTHER 1. Notice of Acceptance No. 07-0516.02, issued to Lawson Industries, Inc. for their Series "PW 4200/ 6200" Aluminum Fixed Window — L.M.I., approved on 08/02/07 and expiring on 08/22/12. Manuel Perez, Product Control Ex nl r NOA No.12-0 7.06 Expiration Date: August 22, 2617 Approval Date: May 24, 2012 Y E-5 SERIES-4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) VWDw HCIfd1T F� z vlxvoV 161fxi Lvlxmv Ixvw L �Gr VIDiX VWppV VID1M WART[R-ROIMn FlNAnON NU'-ROUNQ —� T91f•I EUVATnx a'nED PIEnIaE WINOOM XI1rrI1 VWDw o VW®V 1¢I F� I1'�nHII VRNw . II LL L wID.ltj fyi! T ELEVATION N TYPICAL ELp9Tau vlxDw vIDTN alc p Lr.CMyyl! y1ND0y vlD x A P EuAyV—REJGL1r cnLyLVOADUR.,ELyI1Py[ Vlnoy AT!r�LiLViLVAT!ox ,mc Pyr.y9yAl.Ap yWWV L0 ylx®V e¢L� L vWDw In LE Nt. vlmH IMOI L J Ru ROUND MICAL nOVATION vwDOV vtom RELTPNClnAR TIC I 0 EVATIO4 v1xDw room SOOµ'E��PICl11aE WMDOW ELEVATInN II1r r,IN00V RENAT VIN� ��dJ-4E xr. VIN®V 1L n L Vyxvw ml Wnrn EUVATION �-Dw VIDIx i LEGGED EYE BROW EUVARON vwvw VIDTR DIIARTFR-ROM FL�MION L AU0WABE LOADS FOR ALTERNATE AS CAN BE VERIRFD ASS OWN. CA SHAPMBY I4NiC BY WSC . RICT UNDOW SHAPE A SQUARE OR RECTANGLE. AS SNOW B DOMED LWES .0 OBTARONG yINDOy NE14X� ylxvw yLDlx vINDOV vlDix AWITONLLOW ALLOWABLE OLOADSMED FROM NOSE FAST . PROYIO A PERWEHR FASTENERS ARE OESCAIRED HEflEM TIII�cn• Tlcu nFVAnouTlcu nAVAnou f➢R SIZEZE N10 SPACING. 7A nnn- WIN00V VIDTH 70.B1 D.L. 0P0. A LYP. I! z z w • � II /II EV/ OPJ qN � i B; II TYPICAL ELEVATION TESTED UNIT NOTE: MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: F. F, J,'K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: -MAX TV.. AT CORNERS PRODUCTREVISIRD uwmply'g $ft !DElm Build gCom ARwplDem CIA k EAT. E IxT. ERASE EOLGx!AL '"T.. ARE APPL VA -�PZ apiouDeb it VI STLiCEKE AXD ARE AVALLABLE AS OPTIONAL. E WINDOWS ARE L.M. %PA.i ' MIAMI-DADE COUNTY APPROVED SHUTTERS NOT RE(NRED L) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE =10 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTIR 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 P.B.C. & TO BE REVIEWED BY BUILDING OFFIC= 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SUES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL B.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS TYPES, AND FOR USEWITHDOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET 93 FOR GLASS TYPES AND SHEET d4 FOR MAX. DESIGN PRESSURES). S.) WINDOWS WITH GLASS TYPES •B, C. F. OR G- INSTALLED ABOVE 30M. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010, Section IMII.3.3.T). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & B. B.) EXT. & INT. FALSE COIDNIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SIUCONE 9.)WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET S2 FOR DETAIL & Nam) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 MC CHAPTER 24. 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET 9 B FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE MID FLORIDA DUDG. CODE. x SIR aw: �a� N � z7� 0 5 $3 mama r �aN 11 Vg:a'=mA �HD3 xn<N :3 �Al n oA �3 'A�mo- z" AWN yyO .S • app^A m� O!•1 m EEe M 2,,iN Z9 A� �le n�a '• pp i sW n= YS 'g [ gc as z 6 q I. ! PK 9n�q e ooe �m w`fi Pi= .5 A '� I i A�� a b I b a HE O OG m� bm 89 s :i om N �R ma ^' Na bg - 1' MILL 9� K? > LSDyyp X aq G• � DISTANCE V vlrvm�'aAE NEw n� A� a n98 ` y Aye p w• N •eri e":: ..: <•:' ; Imo, ^y �- P .. ,e.! .': EN3 m .y �.'•� is :Lp, r ...: n-:e will. CGC ei {•t n` } I >.m i" e Fri p46- TN avow.. ea �jy� (�`/ LA TY T✓ ® %� 8501 N.W. 90 A `t • � F�'•,t9 �i� MEDLEY. FLORIDA 33166 55225 :•*% I`T s T PH No. (305) 696-8660 -_ *• MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CL4SS DOORS :¢ v ATE OF :�� H. ouzo 'e azzl-Ii SERIES-4200-6200 FIANCE FRAME IMPACT FIXED WINDOW WINDOW nRTICAL AND HORIZONTAL CROSS SECTION, DETAILS & NOTES DATE_ .S �� fcda0 °'1"' . °i'°" °i'°" I4200-8200-1201 Ie111e'P LAMINATED INSULATED GLASS COMPOSITION TYPE B am DESCRIPTION DETAIL Q- � - 1 1/8• AM GLASS_ 2 0.09V SPELB-SOL E% PVOTIA 3 1/ANNEALED' ANNEALED GLASS_� A 1/A• INSULATED AIR SPACE 5 1.)1/B' ANNEALED OR TENPCREO GLAS$ LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM 08SCSIPDON DETAIL N6-'_---_ =1 ✓' 1 1/8' ANNEALED GLASS 3 1/' E 9 1/A• INS(RATED AIR SPACE - �� 5 (Al 3/16• ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEM DESCRIPTION DETAIL Ll ' T =_� -_ -"-"' 1 1/B' MEAT-STRE.GHTENED GLASS 2 DA90• BUTACITE PVB-DNPONNT 3 a 1/8• HEAT-STRENGHTENED GLPSS IH• INSULATED AIR SPACE 5 <Al 1/8• PNNEALEO OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G ITEM DESCRIPTION DETAIL I/6' TEAT-Sll.,6NER LLSS P OA9D' DUTACITE PVB-DUFONT © v� 1 2 3 1/8' T R •'• �_- __- A 1/4' INSULATED AIR SPACE � --- ---_ 3/16- ANNEALED OR TEMPEREDt.A= 5 (q LA6fINATEO INSULATED GLASS COMPOSITION TYPE L am DESCRIPTION DETAIL 1 3/16- HEAT-STRENGHTENED GLASS 2 (L)SD' B V - 0 A 3/I6' H[ - N E 1/4• INSM&TED AIR SPACE 5 3/16' TEMPERED GLASS 13/16 OLBS1•) SEE SHEET 9 FOR DESIGN LOADS WAD CAPACITY TABLES. 2.) WINDOWS WITH GLASS TYPES 'B, C. P. OR G" INSTALLED ABOVE 3D IT. IN THE HVH2, THE I.C. FOMRIOR CITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (PBC-2010. SCCUOn 241L5.39). SILICONE SCHNEE-MOREHCAO SM 5731 qq DOW CORNING 899 O R TREMCO SPECIRUM 2 Ic c c LO nu y z B LAMINATED GI o e U 0 yV1 u It MONOLITHIC m O h 2 d GLAZING y STOP 0 CIRCULAR WD%VS. gg O z 2 o5si `a H] Q LAMINATED 3 LAMINATED P o 0 MONOLITHIC__---- NONOLOHIL _ — r _ L 16 fs GLAZING DEPTH GLAZING DEPTH w \' N 6 2 a .ANIN/SEO W (O NONOUTHIC DOWCO-SILICONE CORNING 89 S', a -------_ -- SCH CORNING 899 N ___ ___•_.__- SCHNEE-MOREHEAO 5731 2 e TREMCO SPECTRUM 2 [fp Y A0 (`1 GLAZING DEPTH 111 UN LAMINATED/MONOLITHIC GLASS F TYPICAL GLAZING DETAIL d o e z e EO 7j [ 1 5 12 \\\TTTT� da�AA,AAerIf* -SILICONE OPTIONS' _ _ ___ ____ _ I H•0DOV CORNING 899 _ _ _ __ ___ L PRODUCTROVISRD SCHNEE-MOREHEA➢ 5731TREMCO SPECTRUM 2 __ - uvoTzLAMINATED INSULATED �,ncN. n A LLPi1HG DEPTH GLAZING DEPTH Ni( Jm, Oc1v /iI 1111111 LA LA INSULATED S TYPICAL GLAZING _ _ c 5 IB LAMINATED GLASS COMPOSITION - TYPE A ITEM I CLASS D6CRIPIION .N1g - -DlaA 1 2 I/8 E 0.090' MINCITE PVB-DUPONf 3 1/8' ANNEALED GLASS 5 18 LAMINATED GLASS COMPOSITION - TYPE D 118M GIA55 uscRIMO I (DI _DETAIL / y 1m 2 T- T D L 0.090' I E 3 1/8' HEAT----- HTENEO GLASS 13 32 LAMINATED GLASS COMPOSITION - TYPE E REM CLASS DESCRIPTION DETAIL DIR1• 1 3/16• HEAT-STREN5ITENED GLASS 2 0A9b SaTLE% PVB-SCLUTW 3 1/8' NEAT-STRENGHTENE➢ GLASS 7 10 LAMINATED GLASS COMPOSITION — TYPE H ITBtl DLA99 DBSCIIaIION ITAIL 3/IF ANNEaLEO'GLASS —BE- 0.09SATLE% PVB-S0.UilA 6• 1 3 3/16• PNNEALEO GLASS 1 7 18 LAMINATED GLASS COMPOSITION - TYPE I MR GUM DESCR@TIDN DETAIL 1 ]/l6' PNNEPLED GLASS NA- a 1 2 0.D90' BUTACITE PVJ111PpNI P09N 6 _-- _ _____� 3 3/16• ANNEALED GLASS I 7 10 LAMINATED GLASS COMPOSITION - TYPE 3 DEN GW93 DESCRIPTION DETAIL 1 3/16' HEAT-STRENGBTENED CLASS NA- 2 DA90' SGP-DWONT Ae _ - w• 3 3/16' HEAT-STRENGHTENED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE K DEY I GLASS DMCMMON pETAIt 1 2 3/16- HEAT-STRENLNTENE➢ GLASS-- lOD90' BUTACITE PVB-➢IW[WT -_ ---PITH• 3 3/16• HEFT-STRENGNIENE➢ CLASS 4200A200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY -PSF 42004200 FIXED IMPACT WINDOW COMMODITY SIZES CHART -DESIGN LOAD CAPACITY-PSF WINDOW DIMS. I GLASSTYPES WINDOW DIMS. I GLASS TYPES WNTH Inl Lenoir 0n. A -ADP BJE q-wOP D +MOP E +l-DP F +40P G +FOP H +4fW I H-GP J «F DP H -AM L N-GP WIDTH in. MNOTH A +/-DP B +/-OP C +40P D +/-OP E M-CP F +4 LP G +l-OP H +4 GP I +AW J +FDP K +40P L N-GP O O 2C sx 08 Bee 68 M M 68 Be Be 78 fi M 18-1R �° 68 fiB M M M M ]8 85 fib u n m n I y 3 C F n 68 MB 68 M M M M M 78 BS M 8.1 68 M 66 68 % M BE fi8 6 65 M 36' 42' 46° a8 BE 60 65 M M M fi8 78 65 BE 3P as M 68 68 M M 68 M M ]8 05 fi8 68 BE B8 65 M Be M M ]B 65 BE 43P BB M Be 68 M fi8 68 68 M )8 65 M 60 M 68 65 M BB M 68 TB 65 68 5&1I8' 88 BB gB 68 % fi0 68 6B 68 ]8 65 6B 54° W Bg 80 BB 08 M Be M M 60 ]e 65 M MR. 383'B' 68 fi8 M 08 85 fi8 66 BE M e 05 M m o 3 Z o v x A (J O Z i px F CC ceM' [x N I o BeBB 65 68 fi8 )8 65 2g1? 3i 68 68 BB 6g 65 BB 68 BB W 78 65 6B 24' 30' 68 BE8 Be fly M 68 M M ]e 65 M 68 M BB BB M fi8 80 M2 882 TB 85 M 88 fi8 Be E5 M BB ® M 78 65 fib 68 M 68 68 65 60 BB MB 838 ]8 65 as 34' 4B' 5 1B' Be MG 60 65 M 60 68 BE 78 65 M 68 M as BB 65 M 60 63.8 638 TB 65 as 86 MB 60 M M M 64.7 50.3 78 65. as 14 l0' 2&1? 3p 50&e' Be 68 68 M 65 M BB M M JB 65 48' 51' 60 x M8 x M M 65 65 M M 60 88 M.e M.6 51 51 ]8. ]6 65 fi5 BB M 66 M fiB M M M Bfi W M 78 M M 66 fiB BB 68 65 Be BB GG 862 8 65 as 6D' X x 68 65 M 60 x x )8 BS M x x x BB 65 fiB BB z 61 ]8 65 fiB 24" 8 asB BB 65 M 66 ]6 05 Mx % 86 M M 68 x % TB 85 M88 M BBB Me 6B M M a5 M M M M ]8 ]8 B5 Bs BB M 1& Se BB M e 68 M M 68 BB ]B 65 68 68 Be 66 68 Be M 68 M Be 8 65 BE x BB 65 04.) 5fl3 ]8 65 M 2612 3T 66 M 68 a8 65 M fi8 x 662- ]8 55 fi8 x % fi8 65 x x ]8 85 a8 % x BB M M 68 x z JB 65 M 5T x x 65 x JB 65 Mx 63'116' x x x x 85 M x x J8 66 as10.18P z x x M a x J8 65 60 26 W 6r Be M 68 B8 M M 68 M 60 ]B 65 asM MB 68 M Im" fi8 M i8 BS M 68 M 60 68 M M Be M M ]8 65 as�' BB BB 68 65 M Be ]6 65' M x x x 66 65 M 68 x 6fl2 ]e 65 - 'M x x 68 M 65.5 M )8 B5 M x x x x fib a6 x x x J8 65 Mx x X x 65 x x )9 65 M x x x x 85 M x x. ' z ]B 65 M x z as x z ]0 85 M6118' x x x M x x )A) 65 M 18-le 261? Td' 88 M fi8 68 65 M fiB Be M TB '65 - as6P N U h J2 p N I Z 9 [[[ x x x fie x x 72 65, M 68 M BB 0B Be M fiB x fi8 T8 65 as 24" 3P 33 Be 68 65 M M T6 65 68 3P sxw x x 68 M M 68 x -x ]8 65 M 86 M M 88 M M M M M 78 65 M x x x % M M % x x ]68 B5 M x x x 66 M Be M 64B M 78 e5 M x x x x 65 6B x x x i2 65 M d2' IB' Jd° x x x x 65 x x x x 78 BS M tl8' T41/4' 68 M 68 Be 65 M an M M ]8 M M VVV < Y As N t QE x x x z M z x x z 756 85 M 2612' 68 Be 68 BB M Be M x M ]8 fi8 M ST EP x x x x M x x x x 71.5 85 M 3T' x x x BB M M 6G % z )0 85 BE z z x' x"' fs " "x z z x BB.] BS M 4B' x z x x M M x x '% T62 65 - 68 '2V 88 M BB - 86. M M Be M M ]0 05 Be 631/B' fi Be BB x 65 M x x % )1.8. 65 M 3P 36" BI' d2 48` 24" 36' 42' w W 108° 36" 2T 30' 1F 34 ` x x x 68 x x x x x x x x x x x M X % x x x x x x x x x x 68 x x x x x x 6B. x � x =:BB 68 x x 88 1M z x M 65 65 65 65 M 65 M 65 65 65 65 85 M M x fi8 'BB x x M x x M x x M % i - eB 60 x Be % x BE x x M x x x M x x R M x x M x x x M x x x ]e ]8 J8 ]35 8 70 ]8 ]fl8 78 70 741 ]0 ]B 741 85 05 85 65 65 65 6s 65 Bs 85 65 65 e5 85 J M , M -- M M M BE 68 M Notes f•l M M 1.) SEE SHEET 3 FOR GLAZING TYPES. DETAILS 8: SILICONE OPTIONS. M )K 2.) WINDOWS WITH GLASS TYPES °S. C. F. OR G' INSTALLED M ABOVE 30 FT. IN THE RVHZ, THE I.G. ®l'1'ERIOR LITE SHALL M BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010. section 2411.3.3.7). W L ®ROOUC6RBNIaED m9lslne•vith tm17x1184 3 Dmiamac554 . 3 ND Amps mUab )7 NOTE. WDin AND LENDix DYE16i0N6 CAN BE WBENlEO MY VERNCLLIY OR wwowNLY A5 SHOM .16pVE. 8 F y� ii y Cq >: 6 Q i V � O O; � Y $1 : 0DIlV. 'O i0 �; . ............. • III 5B5 Al 2- BILL OF MATERIALS ITEM PART A QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-16 - 2 L-770B 4 GLAZING BEAD (5/I6- GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32- GLASS) 6063-TG - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-TG - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 e8 K 3/4• 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS REOD. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 - 9 VWS-OD4 AS REOD. GLAZING GASKET SOFT PVC - 10 • AS REOD, GLAZING SILICONE • - I1 PL 75.6020 AS REOD. GLAZING SETTING BLOCK SOFT PVC 1/B- X 1/8" X 2- 12 812-25H-357 AS REGO. 'TruSeal' Duro Seol Swiggla SPocer 1/4" BLACK 1/4' AIR SPACE WINDOW FRAME EXTRUSION DETAILS 2.6e] 1281 310 P �1 391 —( l "P. P. IL I ]>3 ^I'�9 FRAME HEAD/SILL/JAMB 2 GLAZING STOP (5/I6- GLASS) 31p g50 pop 272 asp g40 �250 Asp TYP. I—( TYP. ,J]3 S GLAZING STOP 4 GLAZING STOP (7/16- CUSS) WE- & IS/32" GLASS) 31p 4.4 ns09 2 Oso x 2 TYP.5 GLAZING STOP LAMINATED GLASS 6 aop INSULATED GLAZING STOP W/ 7/16- LAMINATED CUSS DOB 8 A66 P ,CIRCULAR WOW.) - �, s V iMK SLl w XPen 7 MT. OR SGUME WW M �jq GERR OR N�lEq WRMXMS OME RADIUS JOINT FRAME END CORNER �U FRAME CORNER & JOINT DETAILS SEALANT FRAME CORNERS, OR JOINTS SEALED WITH A COLORED Ld'1 SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE i ' PBODULTR6VIEPD � � m comPiYing W i W Ne lgutle tluiMwg Code AAapmPeeNO ��"�>blJi Ill 6KpirNlipn Dew g��J / OF MI SEE MUUJON APPROVALS MR MULLION T 512E AND) MAX. DEMON AEMJRE IMOATONS ALUNNAM MLLLIEN (N.IIN. 0.0]B' WH. 1HICX) NDiC: THE LONFH Pfd55URE5 OP X 12 X 3/4• B.DS. PLAT HEAD. F;IECIPS SEE MULWN APPROVE FOR NUWOH ttPE. SRE AND NAc 0051CN PRESSUflE LIMITATIONS. THE 'MROOW OR MULL S L GOVERN AT I2" GC. MAY. INTERIOR NOTE: ME LOWER PRESSURES Or 1/4• MAY ME MIXVY OR MULL SINCE GOVERN INTERIOR P / u S.D.S. X I I/r L. 11 AT 12" DC. WHL NOTE: 1. Au STEEL IN CONTACT WIM ALUM. i0 BE PNNTiO OR PLATED. .__________ 2. META SMUCII ____ A) STEEL: FY• 36 M MN.. (STEEL 18 G& MN, MICK'.y,0.048}, B)AMMINUM: 6063-i5 (HULL O.OJB NVL THICK) - EXTERIOR WWDDN FRAME A PEPMERR WINCOW MME SEAUNr EXTERIOR NOR GRADE ETER CAULKING FRAME MULLING DETAIL METAL STRUCTURE ATTACHMENT DETAI . Nil M®D MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidode."Weeonomv Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by. Miami —Dade County RER— Product Control Section to be used in:Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the'use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door—L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets.I through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 renews and revises NOA's No.'s 124127.06 and 12-0127.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-1204.12 MIAMI•DADE COUNTY (y Expiration Date: February 13, 2018 • • • � � i ty t� Approval Date: January 31, 2013 Page 1 RANDALL E. STOPFT ARCHITECT89 PJL AAk00 9 ARkeB11105 PROVED REVISE & RESUBMIT APPROVED AS CORRECTED REJECTED This review Is only for general conformance with the design concept of the proiscl and general compliance with the information given In the contract dc.umenls. Corrections or comments made on the shop drawings during this wlie:'r do not reCsve the contractor from compliance vdth the require - mars of th3 Vans erd epedfica6ons. Appmval of a speclfic gem shag not inc!+�ds apY:oval ofan a>sembly of which the Item is a component. Corr tractor is responsible for. Dimensions to be confirmed and correlated at the job Me; Information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construc- tion: coordination of the woex of a9 other trades: and for performing all work in a safe and s�alisfactory manner. MR V ' rrK BY:. MINI M DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidad e.sov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SDG-9200" Aluminum Sliding Glass Door-L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LW", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E., bearing the Miami -Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION 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 renews and revises NOA's No.'s 12-0127.06 and 12-0127.24 and consists of this page 1 and evidence pages E-1, E-2, E-3 and Ems, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. c 6 , ti" O�'-1,04.18 MIAMI•DADE COUNTY 'S.5 Ex ira t ate: e1 , 2018 Approval Date: January 31, 2013 Page 1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-124053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11 3330, dated 01/16/12, HETI-12-4052, dated 07/10/12, HETI-12- 4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. 4. 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, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E. Jaime D. Gascon, P. E. Product Control Section Supervisor ExpirationFt:jia1Approv'aaU, ?Y E-1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz—Seda, P. E. 6. 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, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked —up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture, dated 10/12/12, with the latest revision, dated 01/15/13, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours. & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Jaime D. Gascon, P. P Product Co ec ' Su rv' o o. 1 Expiration e "6r 13, 0 Approval . at : r IN E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 11-1102.09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. 4. Notice of Acceptance No. 11-1102.10 issued to Solutia, Inc. for their "Saflex HP Clear or Color Glass Interlayers" dated 06/14/12, expiring on 04/14/13. 5. Notice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. F. STATEMENTS 1. Statement letters of no financial interest, independence, conformance and complying with FBC-2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas J. Soto, P. E. 2. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI-124040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12--4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Laboratory compliance letters for Test Reports No.'s HETI-11-3269, dated 05116111, HETI-11-3270, dated 05116111, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12--4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, HETI-124053, dated 09/24/12, HETI-124054, dated 09/24/12, HETI-12- 4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. 4. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. Jaim�on, . E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration e M Approvall De: E-3 PY Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 6. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 7. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/021 FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516; dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-0127.06, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door — L.M.I.", approved on 04/12/12 and expiring on 06/13/13. 2. Notice of Acceptance No. 12-0127.24, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door — L.M.I.", approved on 04/12/12 and expiring on 02/13/13. Jaime D. Gascon, Product Control Section Supervisor NOA No. 12-1204.12 Expiration Dat�u 1 Approval Da e;' u 3,%3 p E-4 u 1 1 O V 1 i 11J N i1J a= C= 1 C• WI i G= <a pl 1 1 %ALP or RP-% T 2D/2T - XX or T XX-LP or RP-XX or LP-%X-RP 1D/21' - RP 2D/2T 2D�. /2T - RP RIGHT POCKET SHOWN EIGHT POCKU SHOWN (LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE) SEE BELOW NOTE 15. 2D/2T - LP/RP 1 1 Y 0 I� I 1 F s b b b <G <p <a T 3D/3T - XXX or LP-XXX or RP-XXX 3P RIGHT T PPOOCKET SHOWN (LEFT POCKET OPPOSITE) SEE BELOW 'm ROLE 15. b C= SEE BELOW NOTE /5 a= a• c= G= a= =o F � iY I s� o- G= t I > Oi � al r 4D/3T - XXXX or 4D/2T 1 LP-XXXX or RP-XXXX or LP-XXXX-RP 4D/3T aD/2T 4D/21' - LP/RP 40/3T - LP LEFT POCKET SHOWN - (RIGHT POI OPPOSITE) NOTES. 1) REFER TO SHEETS 8 OF 14 FOR OWING OPTIONS AND DP CHARTS. 4D/2T - LP 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE). 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK CONFIGURATIONS PRE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL NOTES 115 & 16. G= A SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR Genera] Notes: 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCIT HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04: THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) Z.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEETS 2, 5, & B of 14. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) A WAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS 1 2, 5. & 8). T.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4. S. V. 9, 10. &It OF 14. 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND TO BE APPLIED W/ SILICONE. 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD ROCKS TO BE ANCHORED IN COMPLIANCE WITH THE 201D FBC CHAPTER24.. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED PANELS. ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCKETS. IL) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. L2.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS 1 S. 4, 6, T, 9, 10. & 11 OF 14. 13.) ALL METAL./STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD (EON). LAMINATED GLASS O l u LARGE MISSILE IMPACT G b ODORS GLAZED WRH 1LMINATEO CLASS RATED FOR LARGE MISSILE IMPACT AND REOUIRE NO SHUTTERS. M-= 2 DOOR 3 & 4 DOOR NOTES NOTFc. MR TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS 5 OF 14 FOR F OWNS OPTIONS AND OF CHARTS. GLAZING OPTIONS AND DP CHARTS. TO SHEETS 3 & 4 OF 14 2) REFER TO SHEETS 6 & T OF 14 .FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAIIS. TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 F ICAL ANCHORS AND NOTES. FOR T'PICAL ANCHORS AND NOTES. PRODULTRRN?dJED mmi'Y"3:vitS]he F[mtidu BWINu1G Cnar< �( Am;::I,�OTal2 R Miami OPQe!'nuP n Coutr �IF7 O'. I z z Q My,A, DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' CLASS TYPE 'D' WIDTH HEIGHT DT. (+) INT. (-) E%T. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) FT./IN. FT./IN. 5/0 (NO STEEL) 6/8 56.7 9&0 56.7 65.0 56.7 85.0 56.7 75.0 6/0 STEEL) 6/8 56.7 95.0 55.7 65.0 56.7 85.0 56.7 75.0 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0STEEL) (WITH 8/0 1 56.7 65.0 56.7 65.0 % DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' CLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) FT./IN. FT./w. 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 7&0 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85m 75.0 75.0 8/0 (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 (WITH STEEL) 8/0 65.0 65.0 65.0 65.0 X It X X 98 3/8' MAX. DODR WIDTH 13 1/4' MAX CLUSTER OF SPACING LIMITATION: TYP. 4 ANCHORS Aknon not In ..-an AT sTRF Euos 10 1/2' G. oL Boor. HEAD/SILL Sm011er than 60' In .i tn. O i 6• / H \ 7/16' LAM. GLASS Ew iLi i o s a 0 \0 \ _ 0 ' n z d rn o mu m AT LEFT x o NaTEs. 1) REFER TO SHEETS 3 8' 4 OF 14 / FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. -p C= 2) REFER TO SHEETS 3 OF 14 D.L OPG. FOR TYPICAL ANCHORS AND NOTES. 50' MAX. SO' MAX. PANEL WIDTH MAX. D.L.O.: LAMINATED CLASS. PANEL WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4' LAEGE MISSILE IMPACT 2 DOOR - TWO TRACK XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TYPICAL ATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4' X 90-3/4' OQORS GLAZED WITH LAMINATED GLA55 RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. BULB vMYL n BULB vlm n BULB VINYL n BULB VINUI v iLTREMCD ' HEAT SIREN'D GLASS 3/16 HFAi $RtEu'D.CU55 3/16' HEAT STREN'D BASS FJ/I6' XFAT STRENb GUSS 090 INIERLAYER 090 PIB INTERUTER 090 SeREX HPRXP nl SentryGlon by. _ DuPonl DuMcile ErClear nr Color Glo.. Inle"erI. O.Pnt D Nemoor. h Co.. Inc. Z EIDuPonl DeNemours kCo, Inc 6K Solutio. Inc.316' HFAT STREWD CLASS - 3 16' HFAT STREN'D GU55 ~ I / ]/�1{'6''J�XFAi $iREN'D GIA55S ICONE g N SILICONE Akl�-Y BLE5[XNEE-NOREMEAD 5]]1 SCXNEE-NOREHFAD 5]31 _5 HNEE-MOREHFAD 5731DOW CORNING B99 'yU DOW CORNING R99 m DOW CORNING R99 SPECTRUM 2 iREMCO SPECTRUM 2 \ TREMCO SPECTRUM i \ V LRENCO SPECTRUN 2 MODOCTRENLWWDD a.ecer'I'le'vad101e FlmiEa A TIP£ 'B' GLTSS TYPE 'C' GLASS TYPE Theelih, COS Data O GLAZING DETAILS - Mumi DOtic RaB.rt Cwar TIP.EAD/SILL:ORNERS pla- �_ man RMAX. of a_ n�a s D N z ®z � so z b G U J 1�N o a a 1W a boa C o O P. �7 N ct', N TM IN PAIRS num $EE'ELEV. FOR SPACING 9/16'•2' "MIN. . a . MIN. TYP O N BUCK 3 I` MIT. IC TWICN. ANCHORS IN PNRS JOG DiSL '\SEE ELEV. FOR SPACING II�11 11 '11 Min. Di.t. I ( T/16'-LAMINATED GLASS 49 101 I u NOTES: I) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND ON CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DUALS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. LENGTH OF UNIT R v a 2 yMIn nom B •y _ =Q ttP. •MIT rGN ae APPROVED EQUAL BY EDR 1' NIN ENBEB. INTO 2.2 Kz Conc B 6' PRdY CDiNERS L SEE ELEVATION AT SHEET rtnom 2 OF 14 FOR Wlx. SPACING TYPICµ ANCHORS IN PAIRS I 51XUCMNE SEE EIEV. FOR SAILING In ^ 2BY Woof Buck Subst to Pa Woop Slry lure e/ ($C) SPPtilk lyv1 .55 mu. (iyp.) 1 % IN o O F i z �Un .Mb h {ir 2 A U O mINo = $a . MFTAI. V4' Min. wR ICT RF ATTACHMENT DETAILS Noce In s o- 2 CO a o d(J¢ Dist. 1. ALE STEEL M CONTACT YAM µUM. TO BE PANTED OR PLATED. 2. MEIN. $TRDCNRES: '� V' p `/� O TYPICAL M' ORS W PARS SEE ELEV. FOR SPACNG A) SLEET' Fy v 36 KS,MIN. Pi O (STEEL 12 G4 AN. THICK = OAM-) B) µMMINUM : 6063-TS MIN. 0 J € 5 MNW-OADE CWN (ALUM. 0028' NW. THICK) APPR'D MULLION SEE SEPARATE NOKCe ® Ce a p V r $ r w � B } ' 4Min. C O m O X E Edge Dist. N GO u ¢ < CD Ivg �] WOOD BUCKSPO AND LOADS IMPOSED $iRUCTURE$ NOT BY LAC. N IXD. ryry MUST SUPPORT LTO T IMPOSED BY GLAZING SYSTEM AND N �' TA TRANSFER THEM i0 THE BUILDING $iRUCIDRE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING 6 ` NCHOR OPTION$ NGD-SILL JAMH 6mbcdmen EABe D6L Comrele EILD OLTIUCON 1/4' 1/4' 1 J/i 1- 2.85 Nei BUIt..xJ.2 K6 B ,LOU 1 3/4 J' 3.2 Kai ANCHOR TYPE CHART IN 2X WOOD BUCK( min. ANCHOR OPTON$ HEAD- 2AWB HmWdment Edge DmL 2x Wood ELco ULTRACON 1/{'HILL HUM1DEx 1/4' 1/�• 1 1/4' 1' .55 SG S.M.S. (Into 2x) 114- DRIf I R FX SELF DRII I INGSCREWS INTO METAL STRUCTURES mi. : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8• THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) SM INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL F_ DGED STANC_ 0/4-) INTO CONCRETE AND MASONRY = Y MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY - 4- MIN. (IPW BUILDEX) (3/16-) IWO CONCRETE AND MASONRY - 3- MIN, (IIW BUILDEX) IWO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4- MIN. SEALANTS: FRAME AND VENT CORNERS AND INSINUATOR SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. y ALu OL[Ami v GE:•O� In m �SIM N yzD .Nd U> 0 O ANCHORS IN PAIRS V. FOR SPACWC 1/4" MAX. 1/4- MAX. SHIM SHIM METAL STRUCTURE ATTACHMENT DETAH. — NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. METAL 2. METAL STRUCTURES: STRUCTURE Al STEEL : Py = 36 HSI MIN. (STE4 12 CA MIN. THICK = 0.1057 B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078- MIN. THICK) MVO(.I © O I� r wi�— rv0E RE00. SIZES 25 SEE CHNi ON SHEEP 2 OF 10 EXTERIOR 2D/2T — XO (Shown) DOOR WIDTH 2D /2T — OX (Reversed) &TZAC�A I I - d" NOTES: 1) REFER TO SHEET 2 OF 14 FOR GL :NG OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 3 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS. 1/4- SHIM LW D SUCHBad Cl' NLDDNCTRSNEWED mF�Mretsvih�FTariaa Tviiavi D:.Gc Ro�:1 Cunrc NOTE: TWO TRACK FRAME DOOR CONFIGURATIONS OF MORE THAN FOUR PANELS USING STILE COMBINATIONS SHOWN IN THESE DETAILS MAY ALSO BE APPROVED (EXAMPLE OOXXOO). b OXO APPROVED CONFIG URATIONC (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) BULB NN1'L n J/16' NUT STREx D CVS$ .090 PVB INIERUYER DUPDNi BUTACJTE fiy: E.1. OuPonl DeNemoWY k Co. Inc. F m J/16' XGT $IFEND GUSS Z � � $IUCONE 'Ip g SCXNEf-uOREHFAD 5>31 DOW CORNING \ � B99 TREYCD SPECIRUN Y GLASS TYPE 'B' BULB VWYL 17 J/I6' HEAT 090 INTE DuPOn!-5 I o�PGm oe 1 3/I6 sW 1 SC DOW THE STREN•0 GLASS RUYER IryGlaea fiy: E.L uemo� to eo.. mc. ' HEAT ST._ B GUSS ONE HNEE-u.REHFAD 6731 CORNING 0. NCD $PECTRUN I 13- MAX. TYP. AT HEAD/SILL A2 196 1 /4" MAX. •••-••• cwmcX u a Mc.oRS\ AT STILE ENDS o II e p p u7/16- OVERALL UM. Gt p Ct ° p i pi°ro C2 p ° o\i m a m p p p p a ° p ° o p 30 83 p aSTEEL REL.60RCINC 1 ° /5 REGD. 82 O o X o X O � 1 ey� o a O moo 2 q o msa x cD s 2 C4 n" _ ME j I 3 J e M! � 3 D ®z W ¢ � NE Q DO o 44 3/4" MAX. NOTES. 50" MAX. D.L. OPG. 1) REFER TO SHEETS 6 k 7 OF 14 Z o PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS. �e 50" MAX. 2) REFER TO SHEETS 6 OF 14 m N A m PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. 4 DOOR - TWO TRACK gEE "OXXO" TYPICA FI TATION LAMINATED GLOSS x TESTED UNIT I LARGE MISSILE IMPACT e e e 8 DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'B' PANEL WIDTH NOMINAL FLpx. DOOR HEIGHT IT./Ix. STANDARD SILL 2-1/4" RISER 3" RISER EXT. (+) INT. (-) EXT. (+)I INT. (-) 2/6 3/0 3/6 4/0 4/6 4/11 6/8 40.7 60.0 56.7 1 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 2/6 3/0 3/6 4/0 8/0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 80.0 60.0 fi0.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 fi0.0 60.0 60.0 DOORS GIAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. RRODUCTRENEWED mmnplyWglvilM1 BU FIPMn Bd1a gam APxp o NP -L04-,12 l20/B 1 NtimiUcan Con � { PANEL MAX. D.L.O.:. 3/0 X 6/8 32-3/4" X 74-3/4" 4/0 X 6/8 = 44-3/4" X 74-3/4" 4/11 X 6/8=55-3/4" X 74-3/4" 3/0-X 8/0 = 32-3/4" X 90-3/4" 4/0 X 8/0 = 44-3/4" X 90-3/4" 4 •. / 5EE MUCY FOa SPACING "MIN. }, TVP . 1" Min. TPICAL ANCHORS IN PARS 1I.E�dge Dist. I SEE ELEV. FOR SPACING BUCK Q al 4i- 11 -]/I6•-LAHNNATEO CLASS 29 NOTES: 1) BETE TO SHEET 5 OF 1. FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 2 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14 MR MAX. ANCHOR SPACINGS. IGTH N SILL N r\jQN . III VLAT WEEP NOTCH ���LLLIII IIIYIIrIIV- T EACH FAO PIN. 114• BUTCH er APPROVED SMALL BY EM tYPlC2 PER e V/ V KIN EMBED INTO u Ksl Conc R 6• FROM CORNERS L SEE ELEVATION AT SHEET 5 OF 14 FOR MAIL SPACING. TYPICAL CHORS IN PARS STRUCTURE ^. „ SEE EIEV. FOR SPACING N O ;w c a m o S n 1 y i \LA tom u O Is IN ' = 6 u C3 S`� < R: y w a1 t S u a u I.TA . cru �rnla . AnA xuPNT o 3 4' Min. NIYTG N w Z m s a 2 U tj o Edge Dist. 1. ALL STEEL IN CONTACT WIN ALUM. TO BE PANNED OR PLATED. Q p ('J ^ TYPICAL ANCHORS IN PARS 3. YETµ STRUCTURES: A) STEEL : fY J6 K51 MIN. j z' 2 O SEE ELEV. FOR SPACING (STEEL 10 CF NIN. THICK = 0.105-) A o NN B) ALUMINUM 6063-75 YIN. g (•j .3 (µUM. D.DIB_ON. THICK)_ V En M1e Pr in. (IMP) MYMI-OME ON APPR'D MULLION U i` IN a 0 SEE SEPARATE NW C{t z u ®~ m � < { } U a ILJ'/111 c N a w a Edge Dist. N M 11 W000 BUCKS ANTI METAL STRUCTURES BY LAWSON INC. Q ? A MUST SUPPORT LOADS IMPOSED BY GtAZINC SYSTEM AND ZIA TRANSFER THEY TO THE BUILDING STRUCTURE. 111 TYPICAL ANCHORS: SEE ELEV-AT SnEET^6 FOR SPACING c B Axcn6a DPTIDxs xew-s1u uue emeedmen sage D4L coneml. ELCB xLm.. 1/. 1/: 1 3/4 1• 3.e.5 KU BMDEX 1/: 1 3/! 4 3.2 Wi BUIIDE% J/16• 1 3/4• 3• 3.2 KY ANCHOR TYPE CHART IN 2% WOOD BUCK THIN. AxCxox BPlloxs xed0-s11Y +AMB emL/_Tnn Edge DUL 2. V,H ElCa xLIROLOx 1/r 1H• 1 BUIIOEK 1 1/4• IH• 1 1/4• 1' Im so s.u.S. (into 3K) 1 113 1112 1 1 1/4• 1• Im SG 1/4- DRILLFLFX SELF GRII I ING SCREWS MimN INTO METAL STRUCTURES STEEL : 12 CA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) M INTO APPROVED MULUONS (NO SHIM SPACE) TYPICAL D DISTANCE (1/4•) INTO CONCRETE AND MASONRY - 1• MIN. (ELCO ULTRACON) (1/4•) INTO CONCRETE AND MASONRY = 4• MIN. (ITW BUILOEX) (3/W') INFO CONCRETE AND MASONRY = 3• MIN. (ITY+ BUILDE)L) INTO WOOD STRUCTURE - 1• MIN. INTO METAL STRUCTURE - 3/4• MIN. SEALANTS, FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. LL Vo THREE TRACK FRAME DOOR CONFIGURATIONS OF 13 1/4" MAX TYP CLUSTER OF MORE THAN FOUR PANELS USING STILE 4 ANCHORS 6" MAX. TYP. POCKET WALL 4% o AT HEAD/SILL AT STILE ENDS - •a COMBINATIONS SHOWN IN THESE DETAILS MAY q3 6•� HEAD/SILL CORNERS SEE xD)E p. ALSO BE APPROVED (EXAMPLE 60-3T XXXXXX). II a• Ilw 1 X-RP or LP-% I'x J c• > a•J a a0 1 o• •o W o � 0z m o 0 0 a \I (X r or LP-XX r RP-%X-LP - i V °CKET o J LL SEE NOTEAJ3 XXX or RP-XXX or LP-XXX o u a a a a tl tl a tl tl a a u a if a tl a F7 �a �,la I tl 1 =0 1 4 I tl F2 1 a 1 I tl o O ]/16" OVERi11 Lou- GUSS a ]VEHEOO.INFO SRCWG < 1 0 Jo B4 1 < B3 _ X tl X 0 o X 1 I 1 X 1 o / i2 6%ji �'i I 48 3/4" MAX. if a is PANEL WIDTH I O• a O• a• i 'I' =o •o •a =� le' PANEL MAX. D.L.O.: a• a• •o =o ; 3/0 X 6/8 - 3t-1/2" X 74-1/4" 4/0 X 6/8 = 43-1/2" X 74-1/4" XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 3/0 X 8/0 = 31-1/2" X 90-1/4" APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2' X 90-1/4" WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) -BULB NNYL 1] BULB VINYL 1) HEAT STREN'D GUSS 3/16" HEAT STFEMD CUSS 090PVBmlnr oHlnCP-So"l.HP .090 PVB WTCRUYER .09Dup0n( VS.P.r'6' SOLUTIAoribyEIFEl. UPantDrvaome&IK..,.n, Co..Inn. ButocutoINTER or DuPont OSNemours &XCo., Ina C4...... N'D r3 HEAT GLASS rY W SILICONE N /-DDW CORNING B99 on S CSTREN'DORNING I SILICONE DOW %DOW CDRNWC 899 899 GLASS TYPE 'D• GI A71NC DETAILS 43 1/2 MAX. 49 1/8".MAX. 4 DOOR - THREE TRACK "XXXX" TYPICAL ATION TESTED UNIT 1) REFER TO SHEETS 9, 10 & 11 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 2) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 3) FOR POCKET WALLS SEE GENERAL NOTES 115 & 16 AT SHEET 1 OF 14. DOORS GUA2ED WITH UMINATED CLASS RATED FOR URGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. PSP (s' sw.) LAMINATED GLASS GLOSS TYPE LARGE MISSILE IMPACT DP CAPACITY - PEP (a I/4' Sip.) DP CAPACITY - NOMINAL DOOR SIZES CUSS TYPE 'A' GIABS TYPE 'B' GLASS TYPE 'A' WIDTH HEIGHT FT./IN. FT./W. Da. (+) INT. (-) D'T. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) K_(-) 8/0 (2DR) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 68.0 60.0 68.0 68D 8/0 (2DR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 68.0 66.0 68.0 (a)68.0 O68.0 12/0 (3DR) (W/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 - - 68.0 6B.0 12/0 (SOR) (W/ 2 STEEL) 8/0 56.7 68.0 56.7 60.0 68.0 68.0 68.0 (.) 68.0 (.) 16/0 (4DR) STEEL) 8/0 53.3 60.0 533 60.0 60.0 60.0 60.0 P 60.0 to (W/ 1 D 16/0 STEEL (W/ 2 STEEL) 8/0 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 (•) 2dr/3dr DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.09V N Q` on C.'4..a. r oo 9 o O c- O � AON O mow. msa o Z � o CO z o Q ;zoo ED N ti oj W z 6 0 E a c I�z a N Y A3 r 1 Mi, 1/4' TAPCON or APPROVED EQUAL BY EDR Edge Dist. V/ 1 3/4' MIN EMBED. INTO 12 Ksi Con[. E 6' FROM CORNERS L SEE ELEVATION AT SHEET 8 OF 14 FOR MAIL SPACING. 39 4 4 •G: ..•d 1/4 MAX. ..GAP II II io] P.T. BUCK GLASS NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 & 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF.: 14 FOR MAX. ANCHOR SPACINGS. Go z m � U � w a n N� WV TYPICAL ANCHORS IN PAIRS x SEE ELEV, FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE SEE flfV. FOR SPACING N AN AN Z 40 o 0 vi 4� Am O a �r N<e Is O Z o O RA r r m y In 2 Q < Nn QZAR C d IS m S 6L rvCiO C MRI'p 1 )flS IN PG PLA i SPACING 1, ALL STEEL IN CONTACT 1. AL Z Z IS ALUM_ R BE PANTED OR PLANED. Z �&.. %0 ST LTRUFIURES: I CN. ANCHORS IN PNRS 2 p STEEY ^ 36 KSI MIN. W SEE ELEV. FOR SPACING (STEEL 12 GA MIN. THICK - 0.1p57 V N% N B) PU MINUY 6061-15 IN: (LLUM. 0.0J8' MIN. THICK) >. O p 2BY WOOF Suck Substrate A, V wood SWclwe �/ (SG) MPMFppDE COU Speak Gmuily .56 min. (TyP�) APPN'D MULLION V ®� < �_+ EE SEPARATE NCI , U R (o1 W C .aa 6 > y � e F rn WOOD BUCKS MID MEipL STRUCTURES NOT BY IAWSON INp, < F MUST SUPPORTL0.4DS IMPOSED BY CVSING SYSTEu ANDGO THAN THEY i0 THE BUILDWG STRUT " TYPICAL ANCHORS: SEE ELEV. AT SHEET 6 FOR SPACING ` AW', Jam. ^ tYPYIJ. ANCHORS TAPCON or APPROVED EQUAL BY EON 2 PER CUP 1' MIN. EMBED. INTO 12 XM Conc. P 6' 1 CORNERS L SEE ELEVATION AT SHEET 14 FOR MAK SPACING .WCHOR OPTIONS NFAD-SILL JKYB Hm6ednfen Bdg. D.L C. Le ELCO ULtRACON I/O 1/4 1 KIM BUILOE( 1/e' 1 3/4' 4' }.$ Ksi BUILOE% /I6' 1 3/4' 3' 12 Kn ANCHOR TYPE CHART IN 2% WOOD DUCT( m ANCHOR OPTIONS HEAD, R,S IAMB BmBedmenL Pd%e DI 2. toad DED UL.Co. 1/4' 1/e' 1 I/e' P 55 EC BUILDIX 1 /4' 11/4-1 S5 56 SAS (Imc 2%) 1 /IZ 1112 1 1 1/4' Ir 1.55 SG 1/4' DRII I R EX SFI F DRn I ING SCREWc N1v- INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) M INTO APPROVED MULLIONS (NO SHIM SPACE) LrEICAL EDGED RAN (1/4') INTO CONCRETE AND MASOI - 1' MIN. (ELCO ULTRACON) (1/4') INTO CONCRETE AND MASONRY - 4' MIN. (ITN BUILDIX) (3/16') INTO CONCRETE AND MASONRY - J' MIN. (ITW BUILDE%) INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. SEALANTS' FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. BUCKS NOT By LAVSON INB. SUSTAIN IKPOSED LOADS I BACKS NOT By LAVSON IND. SUSTAIN IMPOSED LOADS LAMINATED GLASS (OPT1ONAU v EXTERIOR DOOR VIDT. 1142 1/2.1 3D/3T — XXX SCREEN DOOR PANEL (OPTIONAL) 2D 1/4- GAP Mo. LAMINATED GLASS 1/4' GAP. rREAR SLLICDNE A@fESIVE L1q)(, EXTERIOR 11969 XX 2x 1 1 ,112 x 2• EH/PHL-SHS. V/ RS 2 1 1/4• MIN. EMBED. INTO 2x 2 STEEL BASS REDD. ON P.T. V D BOOK ME SHEET 11 WES AS 170 IN DP FOR FASTENER NOTES AND CHART W/ PRESSURES ELEVATION AT SHEET 1 B FOR SHOWN ON SHEET 8 OF 14 FOR FASTENER SPACING ) NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. J) REFER TO SHEET 9 OF 14 FOR WPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR WiAx. ANCHOR SPACINGS. a .. C °:112 % 2• FJ PHI.-SICS V/ 1 IH• MIN EMBED. INTO 2)(P.T. VOOD BUCK CSEE SHEET 09 FOR FASTENER NOTES AND ELEVATI@! AT SHEET 1 B FOR PRODUCPIiQ.IENED Mq�1 lM. mmsP11vg1MNUm RmidW N/l'8 Au.I, ' Ffu:vOA' cl Gpa4' me o o { qON Z [j O 3 C e fn UG oO� p .1 ym1 N ; V Z:2 q e m a <rnsgt� u F x ED c ¢ N x rn o v L . - 1/4- MAX. SHIM 1/4- TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4- MIN EXBEO IMO 3.2 Ksi Con 6' FRM CORNERS B SEE ELEVATION AT SLEET 8 OF 14 FOR HA%. SPACING 1] 3 - ---=—rrcc—---C----LI---- ---- ----. REDOING COMPGUND 5 J e 6 • I 6 ______________ _ Y OEXTERIOR GRADE PERIMETER [MAKING TYPGL ANCHORS IN PARS 1YPIGL ANCHORS IN PMRS SEE ELEV. FOR SPACING SEE ELEN. FOR SPACING 1/4" MAX 1 /4• MAX. '�I SHIM EXTERIOR TEST DOOR WIDTH (190 S/0-) 4D/3T — XXXXP METAL STRDCTURR ATTACHMPNT DETAIL NOTE: I. ALL STEEL IN CONTACT WITH ALUM, TO BE PAINTED OR PIATED, METAL 2. METAL STRUTU CRES: STRUCTIME� A) STEEL : Fy = 36 NEI MIN. (STEEL 12 CA ON. THICK - 0.105.) 81 ALUMINUM : 6063-T5 MIN. (ALUM. 0.078- MW. MICK) AS v 'OPTIONAL) nz x 1 ve- Fx/PNL SINXB 2x 1 1 XIN EXBE0. iO ..H. ( P.T. WOOD BUCK SEE OPTIONAL INSTA•.; ; DCTPILS AT SHEET 12 U OF 11 14 11 ) NOTES: 1) REFER TO SHEET 8 OF 14 FOR CI ING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR M. ANCHOR SPACINGS. 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(305) 696-8660 � MANUFACTURER OF QUALIFY ALUMINUM WINDOWS AND CLASS DOORS SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I) EXTRUSION DETAILS k FRAME AND PANEL CORNER ASSEMBLY DETAILS w� W.,.,....,..e.. o.e.a. n..,e.. L9200-1201 19 oe u "e :9 Z N 2 O G O A N O O n O N u zQ ° o O ° °'z� 0 V O O N � N ,- 5522c T's OF 15 2013 in A e b =I LA S O ' MEDLEY, FLORI Ai I r 33166 N17 S IE s, I C. PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) EXTRUSION DETAILS, REINFORCEMENTS h FRAME CORNER ASSEMBLY DETAILS — x— L9200-1201 s"' 14 OF 14 1": lodda Building Code Online Florida Departmentof Busines (' Professional Regulation BCI.S Home I Log In 1 User Registration 1 Hot Topics I Submit Surcharge I stars a race -••- • -- ---- i S !.21 Product Approval A- USER: Public User Product Anoroval Men!' > product Annli,,tinn Search > Avoliration List > Application Detail FL8871-R4 Revision placation Type 2010 de Version Approved plication Status mments El [hived oduct Manufacturer Therma-TM Corporation ldress/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@rwbldgconsultants.com uthorized Signature Vivian Wright rickw@rwbldgconsultants.com 'echnical Representative address/Phone/Email juaiity Assurance Representative %ddress/Phone/Email Exterior Doors Category Swinging Exterior Door Assemblies Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. El Validation Checklist - Hardcopy Received Year Standard 1996 ASTM D1929 1999 ASTM D2843 2003 ASTM D635 1998 ASTM E1300 nnnl4 12.39:44 PM1 RANDALL L SYOFFY ARC896` ECTLotg�ioe' AA9003379 APPROVED ❑ REVISE & RESUBMIT APPROVED AS CORRECTED F1 REJECTED This review is only for general conformance with the design concept of the pro; .ct and general compliance with the information given in the contract dccumcrw. Conectlons or comments made on the shop drawings during this ravie d do riot reliave the coalmdcr from compliance Main the require- r :a'_; of the plans and specifications. Approval of a specific item shall not ir!ado approval of an assembly of which the item Is a component. Con- tractor is responsible for Dimensions to be confirmed and correlated at the job tits; thf•-rmation that pedains solely tothe fabricatioscoes w Or 10 the means, methods, techniques, sequencesprocedures Eon: coordination of Lha work of ag other trades: and for performing all work in a safe and satisfactory manner. DATE S'4 BY % Florida Building Code Online F!odda Department! �3usiness�(Q Professibnal Regulation BCIS Home I Log In I User Registration ! Hot Topics I Submit Surcharge) Stats & Facts I Publications) FBC Staff 1 BCIS Site Map' Links ( Search % :s Product Approval I USER: Public User Product Approval Menu > Product or Aoolication Search > Annllcation List > Application Detail FL # FL8871-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived El Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@mbldgconsultants.com Authorized Signature Vivian Wright rickw@mbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan 1. King, P.E. p Validation Checklist - Hardcopy Received Certificate of Independence FL8871 R4 COT Certificate of 8$EncC,pdf Referenced Standard and Year (of Standard) Standard L ASTM D1929 FI COPY ASTM D2843 1999 ASIM D635 2003 ASTM E1300 1998 https://www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDgty3IjWak2nHrpk8igSONhdR2nz4AwzvQM%3d[l/7/2014 12:39:44 PM3 Florida Building Code Online ASTM E84 ASTM G26 TAS 201, 202, 203 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL8871 R4 Eauiv of STANDARDS.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/27/2012 Date Validated 02/29/2012 Date Pending FBC Approval 03/07/2012 Date Approved 04/03/2012 2000 1995 1994 Summaryof-Products - - , , . 1' - _ FL # Model, Numberor Name Description' 6871.1 a. "ClassicCraft Rustic" Series 3'6 x e'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - [nswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R4 11 Inst 8871.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871.1.ndf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft Rustic" T6 x 8'0 "Impact" Opaque Fiberglass Single Door (X): Inswing or _ Series _ Outswing Limits of Use - Installation Instructions .Approved for use in HVHZ: Yes FL8871 R4 11 Inst 8871.2.odf Approved for use outside HVHZ: Yes Verified By:. Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871.2.ndf Model and for any other additional use limitations and Installation Created by Independent Third Party: Yes Instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft Rustic" T6 x B'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX Series or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R4 11 Inst 8871.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See, INST 8871.3 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871.3.adf Model and for any other additional use limitations and Installation Created by Independent Third Party: Yes Instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 8871.4 d. "ClassicCraft" or "ClassicCraft Rustic" 3'6 x 8-0 "Impact"Opaque Fiberglass Single Door with Sidelites Series (OXO)_- Inswing or Outswing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL8871 'R4 11 Inst 8871.4.odf ` Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 .Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871.4.odf Model and for any other additional use limitations and Installation Created by Independent Third Party: Yes Instructions. r (Note - ASTM E1300-98 utilized for areas inside the HVHZ)' 8871.5 e. "FiberClassic" or "SmoothStar" Series TO x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Inswing or Outswing Limits of Use Approved for use in HVHZ: Yes Installation Instructions 1 Approved for use outside HVHZ: Yes Verified By: Lyndon idt0VG . 409 12:39:44 PM] Florida Building Code Online Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Othen See INST 8871.5 for Design Pressure Ratings by specific F1.8871 R4 AE Eval 8871.S.odf Model and for any other additional use limitations and Installation Created by Independent Third Party: Yes instructions. 8871.6 f. "FiberClassic" or "SmoothStar" Series TO x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R4 IT Inst 8871.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent_ Third Party: Yes Design Pressure: N/A Evaluation Reports Other:. See INST 8871.6 for Design Pressure Ratings by specific FL8871 R4 AEEval8871.6.odf Model and for any other additional use limitations and installation Created by Independent Third Party: Yes instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) 8871.7 g. "FiberClassic" or "SmoothStar" Series 3'0 x ST "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL8871 R4 It Inst 8871.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871,Z QdE Model and for any other additional use limitations and Installation Created by Independent Third Party: Yes Instructions. (Note - ASTM E1300-98 utilized for areas Inside the HVHZ) 8871.8 h. "FiberClassic", "SmoothStar", 5'0 x 8'0 "Impact" Opaque Fiberglass. Double Door (XX) - Inswing "ClassicCraft" or "ClassicCraft Rustic" or Outswing Series Limits of Use. InstallationInstructions Approved for use In HVHZ: Yes FL8871 R4 11 Inst 8871.B.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST.8871.8 for Design Pressure Ratings by specific FL8871 R4 AE Eva] 8871.8.odf Model andfor any other additional use limitations and Installation Created by Independent Third Party: Yes Instructions. - 8871.9 1. "FiberClassic", "SmoothStar", 60 x 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites "ClassicCraft" or "ClassicCraft Rustic" (0)CXO) - Inswing or Outswing Series Limits of Use _ Installation Instructions Approved for use in HVHZ: Yes FL8871 R4 11 Inst 8871.9.2df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by specific FL8871 R4 AE Eval 8871.9.odf Model and for any other additional use limitations and Installation Created by Independent Third Party: Yes Instructions. (Note - ASTM E1300-98 utilized for areas inside the HVHZ) Bac Nerz Contact ❑s :: 1940 North Monroe trart. Tallahassee FIL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyrlaht 2007-2011 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.2751 Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click Ilea. Product Approval Accepts: nRA @pt;Fck M S4CUfItYa�5rt4 rR1C5 0. https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgty3IjWak2nHrpkBigSONhdR2nz4AwzvQM0/03d[1/7/2014 12:39:44 PM] E RMA TRIG a THERMA TRU DOORS 1 1 H INDUSTRIAL DR., EDa;ERTDN, OH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT' DOOR W/ "NON -IMPACT' SIDELITE INSWING / OUTSWING GENERAL NOTES 1. INS product has been emluoted and Is in compliance with the 2010Flarida BuIding Code (FBC) structural requirements including the 'High Velocity Hurtcare Zone" (HVHZ). 2 Product anchmsha9 be ce listed and spaced as shown on detoBZ Anhorembeament to base material shall be beyond wog dresing or stucco. 3. When used h Ihe'HVHPthe opaque door compfieswith section 1626 of the flodda Building Code and does not require co impoctresktonf covering The nonimpacf side9te must be protected wilh an Impact resistant covering comP'ving YAM Secion 1626 of the FBC. A. When used In areas outside of the'WMr requiring wind home debris protection the opaque doorcompfxn with Section 16W.12 of the FBC and does ref require on Impact resistant coverrlg. The door panel meels misvlo loud •D• and Includes Wmtl Zone 4 as delined in AM E1996 and Section 1609.12.4 o1 the FBC. The nars-knpoct sidelites must be protected will, an Impact resistant covering complying wish Section 1609.12 of the FBC. 5. For 2r studframirg construction, anchoring of these units shalt be, the some as that shown for 2( buck mosonry construction. 6. Site conditions that deviate Trans the details of this drawing regime furtherengineeimg analysis by a fieersed engureerorregimared architect. 7. Outswing using threshold item 94 meet water infiltration requirements fa'HvhZ'. e. Inswing configurations and outswing configurations using ihrashaiditem R5 donof meet the waterinfitmtion requrements lathe 9ivHZ"arsd shclbeustcL-dmdyinnanhabhoblaareasaathab4ablai c tiompmtectedby an overhang grccalopy such that the angle between the edge of canopyaroveihang to sills less than 45 degrees TABLE OF CONTENIS SHEET# DESCRIPTION I Typical elevations, draign pressures$ general notes Doapa171 defaB Smaath stag DoapanaI tleta& Ebsctanlc( I S deRe panel details Harlan lot cross seclionS 6 Vertical cross sections "a Vertical cross sections Beck and fronne anchoring- 2X buck masonry construction 9 nGaIX baremasonry constructionea _ ndaeorng U 11 00 of Motertais r37.7E MAR. 15.5TRAMS MAX. FRAME WIDTH FRAME WIDTH 36.OBr MA%. 13.75' MAX. PA14EL WIDTH PANEL WIDTH d s "� � & OVEAajfLa 8ts51GN ERE53URE'(PSF� 2�° (`j1MEM1SSiQN 1iOSR1Sr ,, ,A7WA,TlAkY= SMOOTH INSWING 54.75"x98.00" STAR OUTSWING 54.75^x96.50' INSWING 64.75"x78.00• +45.0 •85.0 FIBER CLASSIC OUTSWING 54.75"x96.50' ea FL-8871.E L DEIAIL A -A J $ DOOR PANEL LD Smooln sia d INTERIOR (@HORIZONTAL CROSS SECTION. 2 az roman --{ I.1Lie8I-� O O 12-A , � NINGE 5111E 28.86% OPEN AREA MAX. EXTERIOR INTERIOR 2)VERTICAL CROSS SECTION =s3\ 9 C! cwc ONAWEIC FL-8871.6 3 K � f.00R PANEL 0 Flberclassie U C 28.8EOPEN AREA MAX . UEfAll Ponelimblacemenl INTERIOR %@ HORIZONTAL CROSS SECTION 3 ISNINGESIIN: 66 ROTIDM RAIL EXTERIOR INTERIOR mVERTICAL CROSS SECTION 3 j dK 6T LFS owawc rw, FL-8877.E P:y.- Projer Wfojaa ioldarsNPrj 1201-13W\pf 12MD. RWBC Doings 010=711.91V L.9B ld,, 46 .T. T W T� 1 w a o 9525"MA%. PANEL HEIGHT i 4 m 0.91, Fes- i o a nu aN a� 2T. mi 00SY MAR. D.I O A VAX Q m O A 6• U THERMA-TRU Gp e�nnxo 4MNMTp . wa FIBERGLASS DOOR ✓l.1/r%P.D. Bo. 2= wmm 1 vfvs P. No: D13,"9.Ole, OR ASSEMBLY• Radda Barad of PM..'aml En9Nevn GNxcom a NPAz Na v813 SIDELRE PANEL DETAILS 1-d— F. Scl%MEt. PM No. NW9 lkN- ProjodG mje6 Folde,\Pmj 1201-1300\pf1233\D. RWBC DmwingslC1%80I11o9\OW16.9 Rev LEwg, 5.6 SI MI FROM I" MIN. FROM Y EDGE MASONRY EDGE —�— ' p s � ° X Z m m A A A A T 90 m A E; n� D 5p$p$O rj N m Z 0 0 A A H W °Ox � N y A �.o m N m O B 0 P r I" MIN. FROMO I"MIN. FROM v r —MASONRY EDGE—�--MASONRY EDGE ITYPJ (TYP.) 4d 9D4� C1 III W • e 4D4� I I 2-1/2"MINsFROM 2-1/2"MIN. FROM _O _,;II, ONRY EDGE —.�.—MASONRY EDGE —+ i (TYP.) (TYP.) P' fl BUILBING CONSULTANTS. MC. T : THERMSS VO r D g o FIBERGLASS DOOR �P.o, ee. , 0 34WI R. ]]sps U PNone Ne.: B1].BSB.BIB9 W? N Flotltla BoaN M Pmleeelonal Enpinean p y ro PART OR ASSEMBLY: Tri N \w E TO 2010FBC RWCedllcNe INPutpBFavlmn No. Bet] BY HORIZONTAL G/--�°F1'�C/�. REVISIONS CROSS SECTIONS Lmeeo P. senmleL P.E. Ne, qMQ US l BUILDING CONSU°innio INC. 1"MIN- FROM 1"MIN. FROM -.�-MASON RY EDGE MASONRY EDGE-+ ITYP.I (TYP.) \�(/\ EXTERIORINTERIOR VERTICAL CROSS SECTION 6 Oufsv+ing shown -inswing also aPProvetl EXTERIOR INTERIOR 2-1/2' MIN. FROM 2-1/2' MIN. FROM } MASONRY EDGE MASONRY EDGE �-.- (TYP.) (TYP.1 4 VERTICAL CROSS SECTION 6)In g confgu ohn see general notes sheet) 2-1/2"MIN. FROM 2-1/2-MIN. FROM MASONRY EDGE MASONRY EDGE )� (nP.l .. RYP.I 1 a. 3�w A F C EXTERIOR Y"`y/""`INTERIOR 2 VERTICAL CROSS SECTION 6 Sh—.R IX subbuck EXTERIOR INTERIOR 2-1/Z'MIN.I MASONRY M.) )NRY EDGE --.� (TYP.I SECTION :et I INTERIOR EXTERIOR FROM 2e1/2' MIN. FROM . EDGE MASONRY EDGE - ITYP.) / \ VERTICAL CROSS SECTION 6 Oufswing con uxafion see genercI noes sheetI for Whir water inftlhafion requirements - INTERIOR EXTERIOR 2-1 /2 MIN. FROM�2-1/2' MIA. FROM �— MASONRY EDGE MASONRY EDGE (TYP.) ITYP.) 6 VERTICAL CROSS SECTION 6 Outsvrng con raf'ron see general no es sheet 1 05 22 08 E N.T.S. er DWS wro uo: FL-8S71.6 0 ]"MIN. FROM I"MIN. FROM —MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) e Tnid EXTERIOR // INTERIOR VERWCAL CROSS SECTION J Oulswdng shown -inswing alw aPP�oved EXTERIOR INTERIOR 2-1/T MIN. FROM 2-1/2-MIN.FROM MASONRY EDGE MASONRY EDGE (IYP.) (TYP.) 4 VERTICAL CROSS SECTION 7 Ins M co.Egumhw 2-I/TMIN.FROM 2-1/2'NUN. FROM »-�— MASONRY EDGE MASONRY EDGE (TYP.) ITYP.) C 3 EXTERIOR // INTERIOR 2 VERTICAL CROSS SECTION 7 Shown w/I%ab-buck EXTERIOR INTERIOR INTERIOR EXTERIOR o. 2-1/2'MIN.FROM I 2-11T MIN. FROM MASONRY EDGE MASONRY EDGE (TYP.) (TYP-) 3 VERTICAL CROSS SEC71ON 7 WImng configumlion INTERIOR - EXTERIOR 2-1/TMIN.FROM�2-1/2'MIN. FROM 2-1/TMIN.FROM�2-1/2"MIN.FROM e e� MASONRY EDGE MASONRY EDGE -- MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) (IYP) (TYP) �1 VERTICAL �1 CROSS SECTION VERTICAL CROSS SECIION 7 Inswug conTkj.FKan 7 Oulswing contyumtwn FL-8871.6 n L a_I]. TYP. SEE@'( I NOTE 1 U MASONRY I OPENING I MUWON I SHOWN FOR� I RffERENCE \I ONLY I �w II r� 2X BUCK �p I I I I I I I I SUCK ANCHORING 51 n TYP. HEAD 8 - I MASONRY JAMBS e OPENING -ji{- F FRAME t` tra o 1I � 1}} �w ` I 2X BUCK p, a - N = O R L . 1 F p.EE ACITS TYP. Sr 2 :: NOTE2 HINGEJAM® FRAMEANCHOR/NG SIRIKEJAMS Masonry 2X buck construction NOTES: L 1/4" Elco Concrete spews anchoring 2x buckrequire a minimum 1"clearance to masonry edges, a 1-1/4"minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different wppGer may have different edge distance and center distance requirement. Concrete spew locations at the comers, mullions and centerlines may be adjusted to maintain the minimum edge dutonce to mortarjofnts. If Concrete screw locations noted as "MAX. ON CENTER* must be adjusted to maintain the minimum edge distance to torjoint, additional Concrete screws may be required to ensure the maximum on center dimension is not 62 e¢ eded. w concrete screws enchodog frame cnd/orsN require a minimum 2-1/2' clearance to masonry edges, a 1-1/4"minimum embedment and a minimum 3"cleamnce to adjacent concrete screws. Substitution of equal to saevrs from a different suppfiermoy hove different edge distance and centerdistance requirements. o to screwlocolions at the comers, mullions and centerlines maybe adjusted to maintain the mintmum edge distance to mortarjoints. IT Concrete saewtocations notedos "MAX. ON CENTER" must be adjusted to maintain the m edge distance to martarjoints, additional Concrete screws maybe required to ensure the maximum on HINGE DETAIL LATCH 3 DEADEOLT DETAIL HINGEJAMS THIS ANCHOR REO'D B ONLY WHEN DP> 60.0 PSF •3'� 3� J TYP. HEAD 8 i= JAMBS MASONRY SEE NOTE I o a OPENING d Z 97 T� U z FRAME ami iV ttP. 1%BUCK r` TYP- R K I ttP. SEE L TYP,SEE NOTE 1 NOTE 1 FRAME ANCHORING Masonry 1%buck conshuction ftVconcrete screw anch0(Ing ilCme and/or A7I requite a m mum 2-1/2"GearanCe fo masonry Edges,a 1-I14' minmmum embedment and a minimum 3'clearance to adpcent concrete screws. Substitution o/squat concrete screws Alerent suppfiermay have di/lerent etlge distance and center dsfance requuemenn Concrete spew Igcations at c ers, mu Rion and centerlines may be adjusted to rcgintoin the minimum edge distance fo mwtorjaints- HConcrete screwlomfions notedas h1A%ON CEMER"mUsf be adjusted fa maintain the minimum edge dBfance to modarjoinis, _.ad.ViEllof Concrete screws may be required to ensure the maximum on center cUmensfon is not exceeded. STR/REJAM9 LATCH 3 DEADEOLTOETAIL HINGE DETAIL E NOTE 1 SEE NOTE 1 ax ec LFS owmxc xo_ FL-8877.E BILL OF MATERIALS S U ITEM DESCRIPTION MATERIAL REM I DESCRIPTION MATERIAL i o 5 =. '4 4 A 1XBUCKSG>=0.55 WOOD 40 SMOOTH STAR DOOR- SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG >= 0.55 WOOD 41 DOOR SKIN 0.07T THK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS C MAX. 1/4"SHIM SPACE WOOD 42 TOP RAIL (SMOOTH STAR) COMP. 3�x D 1/4"X23/4° PFH ELCO CONCRETE SCREW STEEL 43 LOCK STLESMOOTH STAR WOODAVIL E MASONRY-3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 44 HINGE STILE(SMOOTH STAR WOOD a °"o� `o y g2 45 BOTTOM RAIL SMOOTH STAR COMP. F 1/4'X23/4"PFH BW CONCRETE SCREW STEEL 46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL 4u H I1,VX3-1/4" PFH ITW CONCRETE SCREW STEEL 47 FOAM CORE POLYURETHANE u I I/4"X2-1/4" PFH TNI CONCRETE SCREW STEEL 48 SIDEHTE SKIN fSMOOTH STAR FIBERGLASS R J I/4"X33/4'PFH ITW CONCRETE SCREW STEEL 49 UTE FRAME (SMOOTH STAR PVC K 1/4"X 1314' PFH ITW CONCRETE SCREW STEEL 57 1 FOAM CORE POLYURETHANE L #10X2-1/2"PFH WOOD SCREW STEEL 5B SIDEUTE SKIN fCLASSIC CRAFT FIBERGLASS M #9X 2-1/T PFH WOOD SCREW STEEL 60 FIBER CLASSIC DOOR- SEE DOOR PANEL DETAIL SHEET FOR DETAILS y N 2X MUWON SG>=0.55 WOOD 61 DOOR SKIN 0.137'THK.[FIBER CLASSIC F =6,000 PSI MIN. FIBERGLASS ro 1 INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUM./WOOD 62 TOP RAIL FIBER CLASSIC COMP. I'^ $ 2 INSWING THRESHOLD(R300HP5) ALUM./COMP. 63 LOCK STILE FIBER CLASSICI WOOD/LVL ,Y,' o 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD(ISP30M) ALUM./COMP. 64 HINGE STILE (FIBER CLASSIC WOOD 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 65 BOTTOM RAIL [FIBER CLASSICI COMP. 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 66 PANEL REINFORCEMENT 0.023"THK. NBER CLASSIC STEEL ?€m 6 INSWING THRESHOLD ALUM./COMP. 67 FOAM CORE POLYURETHANE rc 7 DOOR BOTTOM SWEEP VINYL 68 SIDEUTE SKIN FIBER CLASSIC FIBERGLASS o. 8 JAMB PINE SG>=0.42 WOOD 69 LIE FRAME (FIBER CLASSIC) PVC rc� 9 JAMB OAK SG>=0.42 WOOD 70 SIDEUTE-SEESIDELITE PANEL DETAIL SHEET FOR DETAILS 10 WEATHERSTRIP FOAM 71 1 SIDEUTE TOP RAIL COMP. 11 HINGE STEEL 72 SIDELITE STILE WOOD 12 #10 X 3/4" PFH SCREW STEEL 73 SIDEUTE BOTTOM RAIL COMP. 13 09X3"PFH WOOD SCREW 14 LATCH STRIKE PLATE 15 SECURITY STRIKE PLATE 16 #8 X2-1/T PFH SCREW 18 KWIKSEf 200SERIFS PASSAGE LOCK 19 KWIKSET 600 SERIES DEADBOLT 20 INSWING SORTIE SPACER FOR HP THRESHOLD JDBI4HPA 21 INSWING SIDEUTE SPACER FOR SELF ADJUST THRESHOLD DB14 22 OUTSWING SIDEUTE SPACER X 1-3/4" PFH SCREW LTE FRAME ING COMPOUND -SEALANT 6 #9 X I"PPH SCREW JUTE FRAME 1 ,3� �.T kS STEEL STEEL STEEL STEEL STEEL STEEL PVC PVC PVC STEEL SILICONE SILICONE STEEL o - � m 0 w �F " o '- z w,s 5 22 DB srtit: N.T.S. wa ar: WS D an. LFS omxvw xo: L F-ee7ts srzcr f 1 v 1 L W1I.CC ■ C 11Ito OAK SUMMIT 1000/2000 +51.1 PSF-60.3PSF MIAMI-DADE MIAna_nADE couNls on PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 'Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.trov economy Amarr Garage Doors 125 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the rise 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 AuthorityHaving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9'-0" Wide (DP +51.1, -60.3 PSF� APPROVAL DOCUMENT: Drawing No. IRC-9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of3, dated 03114/2003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, P.L., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greemvay Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shalt be considered after a renewal application has been tiled 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 she]l be cause for termination and removal of NOA. ADVERTISEMENT: 11te 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 hr 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 and renews NOA 812-0228.12 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 13-0503.06 Expiration Date: September 4, 2018 �7'yr'f? Approval Date: August8,2013 Page 1 AA#1,'03379 AFUMII105 m 'PROVED REVISE& RESUBMIT APPROVED AS CORRECTED REJECTED This review is only for general conformance with the design concept of the project and general compliance with the information given in the contract documents. Corrections or comments made on the shop drawings during this, review do not relieve the cenhacror from compliance wifh the requrte- mnis of the plcns and specifications. Approval of a specific itcs'n shall not include approval of an assembly of which the hem is a component Con- 6;ctor is responsible for. Dimensions to be confirmed and correlated at the job she; Inframa0on that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construc- tion: coordination of the work of a0 other trades: and for pedorrning all work in a safe eaand �satisfactory manner. "'.. S�a,)"5- . 9' AMARR HERITAGE 1000/2000 k pub �U DEPAWMIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION OAK SUMMIT 1000/2000 +51 A PSF-60.3PSF 1171ADII-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 25 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Amarr Garage Doors 125 Carringe Court Winston-Salem, NC 27105 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 (AIiJ). 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 AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur -the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9'-0" Wide (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing No. ERC-9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak SumrnitPanels", sheets lthrough 3 of 3, dated 03/14/2003, with revision B dated 10/1312011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELINGi A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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. TERNIINATION 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 and renevvsNOA N I2-0228.12 and consists. of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 13-0503.06 // Expiration Date: September 4, n7/Ct%11- Approval Date: t J P Amarr Garage boors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC-9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA)1000, 2000, Short, Lang, Flash and Oak Summit Panels", sheets lthrough 3 of 3, dated 0311412003,with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc., dated 0611112013, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM DI654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 0410312013, signed and sealed by Gary T. Hartman, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Largo Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Tensile Test per. ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc., Test Report No. ATLNC 0129.01-13R, dated 04/02/2013, signed and sealed by David W. Johnson, P.E. 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -tip drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-03R, dated 06/2212006, signed and sealed by David W. Johnson, P.E. "Suhnifffed anrlerNOA# 08-0718,01" C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/1112013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shehnerd ne, P.E. "Snbixiffed underNOA # 08-0718.01" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/11/2013, signed and sealed by Toms L. Shehuerdine, Y.E. Carlos M. trera, P.E. Product Control Examiner NOA No 13-0503.06 Expiration Date: 'September 4, 2018 Approval Date: Angnst 8 0 • E-1 INSIDE ELEVA➢ )N i€ TI : N, 40a ..c YA YReoxr aR)Ev MncE ntrnu¢o VEY NEA9 6CREY5 i SN•2Y44 R-IMVYE niIACIG➢ K% NFAO 6iPEVY NI EApi tExttn YthE x^ TEEL R01lLi O- J TYPICAL WRpSRFE CENTER WNW %�^iN mou nr 9ws u W t_(11\VL_ IVI I JJ"" IMPACT RESISTANT TYPIC,6L MIMI BkAU T 4 N.L9. IM cUMT e1.., To Ymo ^y xsz[ 9 I5' FL •.q„III ,RIA54LT1tBVYYEL' nmr.GlY'm utmma rt Eb _k„-,w_ amws arm v, M-s 424 uap3b oa0 MUMsg rr CA) A Mq,4 pR�yu)('m6d L9DEL C6b OAX US% A IE! CA EEORT, WNQ pLU6E, .N OAIC. 1N15 [1�5fG- AFF'OFICATDN$ AND VMS 1. ALL "ME LOAD FROM ME DOOR IS TRANSFERRED TO WE VERPCAL TRACK, FROM THE TRACK 111E LOAD IS TRANSFERRED TO THE VERMCAL JAMDO. THE HCSIONRAL JAMB OR HEADER RECEIVES NO PORPON OF THE LOAD TRANSFERRED FROM PIE DOOR. 2. EACH VERPCAL MHOS RECEIVES MAXIMUM DESIN LOADS CF +2300 LSS/FT h -271.4 LSS%FT 3. DOOR AND HARDWARE VALL BE RESIGNED, MANUFACTURED AND INSTALLED SHIM STANDARDS AS SET FORTH BY DASMA, 4, WOR SECTIONS SHALL BE 24 CA (.0216) MIN. EXTRIVOR DRUM ROLLED FORUM W/ LAMED ON POLYESTER iIN194 _ S. DOORS UPTO 1'P NOUN CONSIST OF (4) EECIIONS AS S4C6R1. USE (1) 3 Div. R-TRUSS PER SECPON 6. DOORS OVER (4) SEOPONS REFER TO TABLES 1 AND 2 ON PAGE 3 X, SIPPDR LNG STRUCTURAL ELOVENUS SHALL BE OESIONED BY A REOSIREO PROFESSIONAL ENGINEER FOR WND LOADS INDICATED ON PAS DRAVANO IN ABORTION TO OMIER LOADINGS. 0. MIS APPROVAL REWIRES ME MANUFACTURER TO DO TESTING OF ALL COULD USED TO FABRICATE DOOR PANELS UNDER MIS NOTES OF ACCEPTANCE 1 A M.IMMOM (P' 2 SPECIMENS SMALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASYM E-B BY.A DADS COUNT/ APPROVED LAB SELECTED AND PAD BY THE MANUFACTURER EVERY 3 MONTHS, 4 TIMES A YEAR, 111E MANUFACTURM SHALL MAIL TO THUS OFFICE A COPY OF THE TEST REPORTS BUD OMFORNAPON THAT ME SP=ENS WERE SELECTED FROM CORS A`. THE MANUFACTURER PRODUCTION FACLDES. AND A NOTARIZED STATEMENT FROM PIE MANUFACTURER THAT ONLY COILS IAM YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO LONE BOOR PANELS FOR CAGE =MY UNDER THIS NONCE OF ACCEPTANCE. WOOD JAMB ATTACHMENT TO STRUCTURE ffi 2 Y A VERELD'I JANP ATTOCIL 11 TD 1 U/16• X W LAG SOME" STAYFIN6 6' FROM FADS PER 20' DG (1 L'a' EMBEDMENT) P Y R VERM -AMI ATTACIAMIT TO POQa_BS RMUETE HILTI KVM, BOLT VW X 4- STARTIN3 W FROM ENROL PIMP 24• DC (2 DW EMOC9IL"M1 HICM SLEEVE ANUHAR 9m' % 9-314' STARING 6' FROM ENDS MEN BY = a 1/4' IMFORfl 17V/RAHSE7'RED14AI RRU-➢DI-M D/B' X C STARTING V FROM ENDS IAN EM' = 12 1/2' E P Y A VOPTIfOf NHP pTTpfMM[N NIILiNV FASTE USE PAIRS CRUM�LDCILE (U' APA1 TI A %' TIIMUTER a' EIR TSTAM@L 6' FROM NDS, OP fQRS EUXEMP FLUE 1/4• % 2-PAR I AT 0' M IH SV4' E VSTAMMESDROP) 6' iP9H EN9S. LSE PAIRS OF FASTCN[RS fS' APARM AT 0' OF (1 L4' EN9E9H]1➢ T Y A VERTICALL J pfipf IMPM 111 EUDIITEO f-�^n-B P'M IAOdI VSL.62DMU- i HILTE SLEEVE AMLTNR S/0' % 2-3/4• SFAMTIM1- 6' FAUN .. THLM 22' 66: 11/4' = o IHBEINENT) OUR, USE FASTENERS FOR IWLLDV mSB ➢-MR) (E C LA6S AND BOLTS CAN BE CDUVIERSUNK TO PROMS A FL!IAH )RANDOM SNRFASL 9 D } LPREPARATUON V YFAD JAMBS 9Y OMNRS 5 1 y Ra DVCRETC HOLLOV SLICKSTRUCTURE1TYPI-L2' NIN114' % JNU AVAILABLE 11 CCNFWURATONS N.T.D. INTERIOR OF GARAGE -a� MAX. VIDIN We )�-- DESIGN LOADS +230.0 LSS/FT ME 1401E 2 -271.4 LBS/FT uw HF14' 9'X -643 PSF f§lBOU4'I1(RV191!U AI MRMTYEL M+ADniRNMR FODBBSIPi mA AO N Caa4i STATE or TAUCTU L S"®LU IONS P. Strugturaf Engineering © Investigations ■ Consun April 3, 2008 Mr. Brandon Gentle Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 Re: Location of Jamb Brackets and Struts Amarr Garage Doors Project No. 08-001 To Whom It May Concern: The locations of the jamb biackets and horizontal reinforcing struts for Amarr Garage Doors are shown on the Amarr drawings. It. is acceptable to allow up to +/-1/2" variance in the location of these components. Avenue a Greensboro, North Carolina 27410 ■ Florida Building Code Online Page 1 of 2 tJ'yy A p .c.�......w .m..v'`: _x2�.c�..:..`m.:.ia...<:9 �'t� '.a,:Yf w^'� yiR '.."Ti•`""' :�.'�'�L� RCIS A.. I.,ln✓ lMer ReBphatlon IRITOPl. , Submit SUKfiame SnNaLrada - runlmdom i FaCSMn eaS Ella 11ap t links 4i Searrh Product Approval Prnd„2ncrn,vnl Mina,>lald crrorn prtb papon oo Ir, rnypll a.. Detail Fl. b FV152-R4 Ap0liGtlon type Revision Code Version 2010 Application EMUS Approved Commons Archived Product Manufacturer Amarr Garage Doors Address/Phone/Emal 165 Carriage Court Winston-Salem, NC'27105 (33(S) 251-1309 aannyjoyner6aamarr.mm AUUarized Signature Brandon Gentle brandon.gendeCmammrzpm Tethnlpl Represenladve Brandon Gentle Address/Fhone/Email 165 Carriage Court Winston-Salem, NC 2710E (336) 251.1308 brandan.gentlerVamam.Com Quality Assurance Representative Daonyloyner Address/Phone-/Email Amarr Garage Doors 165 Carnage Court WInStOa-Salem, NC 22ID5 d) mner® aiern, con Category Exierlor Doors Subcategory Sectional Exterior Door Assemblies Compllanca Method Evaluation Report from a Fonda Registered Archibact or a Lensed Florida Professional Engineer ./ Evaluatlon Report- Hardmpy Received Flonda Engineer or Archltect Name who d- oved idle i omas 1. 5heimerdine Evaluatlon Repot Honda Ucanse PE-48529 QU.My Assurance Entity Imartek TesUng Services NA Inc. - ETLAV.,nack Hersey Qua0ty Assurance Contract Expiration Date 01/0112099 Validated By Steven M. Urich, PE ' Valrdallon Checidist- Mardcopy Received Certlntate of Independence -0152 R4 CO(, * FtgF IM r d 2013 -df Reverenced Standard and Year (of Standard) staadard year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 ASTt-I F588 2007 DASt4A 108 2005 DASMA 115 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of PmduQ Standards CertinlE By http://www.floridabuilding.org/pr/pr app_dtl.aspx?parani=wGF,VXQwtDgtZipS 9 0 Florida Building Code Online Page 2 of) Sections tram the Cade Product Approval Method Method 1 Option D Date Submitted 06/24/2013 Date Validated 07/03/2013 Date Pending FBC Approval D7/07/2013 Date Approved 00/23/2013 Summary of Products FL # Motlel, Number or Name DescritIms >35Y:1 Heritage (M450), Oak Summit (24 Be only, - witle 24 Ga Heritage and Oak Summit 1000 and 2000 Models 950, 655) 501, 655, 051 Limits or use Installation Instructions Approved for use In HVHZ: Yes tL7152 Rd 11JAC-9509 1EO-P Oravana ]-x0 fl. Ra,_v,lot Approved for Use outside HVHZ: Yes. Verified By: Thomas L. Shour andme FL PE 40579 "Impact Resistam: Yes Created by Independent Third Part: Yes Design Pressure: +51.11-60.3 Evaluatlon R<p eft Other: Glazing Is not available. Approved for use In HVHZ. F1715Z Re A2 ATI 4742h OI-ID6-1B m'f FL> 2 R E r` d^ d ndf R> I E2 R4 AS 1 Sao vain H n R rtJ 30 FL �.car n Created by Independent [ IDib PaM: Yes 7152.2 ,eritage (M950), Oak Summit (24 Be only, Tvfide 24 Ga Heritage and Oak Summit SOLO and 2D00 Models 950, M65 501, 655 6551 unuts Of use Installation.Instfuctlouw' Approved for use in HVHZ: Yes F.iz152-R4 if IRGQ$Q'! Apprsv¢d for use outside HYH2: YesVented Dy: Tll^ama5 L Shmar. ertilne 19 PE 46579 Impact Resistant: Yes Created by Independent Third Perry: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Glazing is not available. Approved for use in HVHZ. FL7152 R4 AS ATf A>420.G1406-18 po Fltc2 RS APY dM- H eC P4 4F 1RC-e5t Report >-SO FL rev rdf Create Third Party:Yeslio+t Created b Independent Third Party: Yes 7152.3 Heritage (M950), Oak Summit (24 Gal only, 16' witle 24 Ga. Heritage and Oak Summit 1000 and 2000 Models 950, M655) 950i, 655, 6551 Limbs of Use Installation Instructions Approved for use in HVHZ: Yes 7 '^ Re IT IR &i ., o- p Rev. f Approved for use outside HVHZ: Yes Verined BY: Thomas L. Shekeendme F PE 18579 Impact Resistant- Yes Created by Independent Third Party: Yes Design Pressure: +45.81-49.3 Evaluatlan Reports Other: Glazing is not available. Approved for use in HVHZ. L%15J PA AF Art ]142tl DI-SCnnB.GCf U,'_1 jl RRn x1F. Hgt gne PJo,[ W In 1,ae[1nrPrlltY.Eq( tit(?9R16-:6n�"Mail1n Rgpprt>-t O.FLrw.odf Created byi dependent ThiNparty Yes..__ COM OUS:; 1040 Nash Vorms, Shm! Tel_! „,M. Fl. 32399 Phone:-85D 487-1824 The goes of Florida lsan AMEEO umployer. Coovriohr Jong-10105tale of r, ::Bmv,Stoll-ment:!Artes1odUv5tatomenF::Relun4SNOWrbn! Florida law, error addresses are bruit mw:ds. Uyou U not wantt voolr al addres 1.1 In remoter be a oubac-remNs:mue r. do rotund es, provide hoduct Approval Am+pte O E] SCYVTttYEt}txit � vleass http://www.floridabuildjng.org/pr/pr app_dtl.aspx7param=vk,CTEVXQwtDotZip8reVGFaAyt... 9/5/2013 Profossional Regulation r1 ecis Home I lapin I Useritepl4rtaon I aotrepla I Subma Surdratpe I atatraFede I Publkbilans I PBCStaff I aCiSslte Nap I Unta I Sesid: I Bus I Ie5 �roduet Approval Pro�essi I Uaaa:PabllcUsar Regulation pmauR Annmval Menu > pmduR nr Aeelia Hen 5>ard, > APpeotbM1 Wt Search Criteria Code Version 2010 FL9 17022.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL.. Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Nara ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Inpact Resistant ALL Design Pressure ALL Other ALL Search Results - Annifeatinne F}jt mm Manufacturer Va0d Byfitallux FL17022 New EDdmme Metal Fabricators, LLC. Steven M. Urich, PE Approved FL#: FL17022.1 (717) 932-8500 Model: S-V Crimp Description: 26 Gauge Steel, Lapped Roof Panel, Mechanically Attached to Wood Deck Category: PooFlng Subcategory! Metal Roofing c ."d us :: 19408eah Menma rfmnt bile M1eseee rL 3]39P Phenm 8040,2824 Thu State of Florida Is an ANEW emplaven Caavdaht 2007-2at3 state of Fedda, :: Privacy St tee mene ;:'Am isIbine, stuement:: 0. nd Sin menL ►induct ApptavatAcrapbt In ® 0 credit Cirri PMALL E. STOFFT ARCHOTE day Pj, [APP AbA n ARN0077105 ROVED ❑REVISE&RESUBMIT APPROVED AS CORRECTED REJECTED This mvisw is only for general conformancewith the design concept of the pro,keci.rd ganerd compliance with the information given in the contract dc:u, ;er.3. Corrections or comments made on the shop drawings during fiN3 ra+rev; do not refs✓e Lie contractor from compliance with the require- r. ;".%e' i ;e ;fans and specifications. Approval of a specific item shall not i r., =:.a app ,'✓al of an E.sembly of which the hernia a component. Con- h2 iar is rasponsiJla tar: Dimansions to be confirmed and correlated at the ;oh s$A Infcrmatlor that pertains solely to the fabrication processes or to the means, methods, tachriques, sequences and procedures of construc- tion: coordination of the work of al other hades: and for performing all work in a solo and satisffaa(ctyory manner. RS1E 7514l ro BY: s r544FlCEOfTIf)74�� P.�. BCIS Home I Lop In I User ReglStmean ' Hat To pits I Submit Surcharge I Stars I Fads I Publattlons I FBC Staff i acre Site Map I (Inks I Search Product Approval USER: Pbblle User Vend,& Sonmval Menu > Pmdud or deellm[len Senmh > Appgotbn tlst Search Criteria Code Verslon 2010 FL* 17022.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Inpact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications fLA MUM Manufacturer validated By Status FL17022 New Exererre Metal Fabricators, LLC. FL#t FL17022.1 Steven M. Urich, PE (717) 932-8500 Approved Model; 5-V Crimp Descriptions 26 Gauge Steel, Lapped Roof Panel, Mechanically Attached to Wood Deck. Category: Roofing Subcategory: Meta( Roofing - `Approved by DBPR. APprayals by DBPR shall be naWmmd and muffed by the POC and/or me Commission ff. necassary. r_onmtt Us n 1940 North Merits Stmet, Tallahassee FL 12309 Phone: e50-497-1924 no State of Florida b an AA/ff0 employer. Ccnwlaha 21102-201] State of Floddit :: PrNam Stainer:: A=5311:11INStatement :: Refund. Statement Under FlOHda law, email addresses are public commis: If you do notwnt your is -mall address released In response 0 a publlcmca ds mquesL do not send aledrenk mall to this entity. Instead, comad me office by phone or by tiedmonal mall Ifyou have any questions, please mntzd850.487.1395. •Puma,; to Section 495.275(1), Florida Statutes, effenum odober 1, 2012, Ilcansees licensed under Cheptsf455, F.S. must pri the Department Wth an email address If May have one. The emalk pmvlded maybe used for ofndal communication W h the Ilconfee. Home remall addresses ere pubic record. If you do not Msh to supply a personal address, please provide the Department a mr, an.mall address wdah can be made avausbm to me publle Te determine It you are a Ilantee under Chapter45S, F.S., please dka sally_. P induct A pprow I Aaaeptes ®®M Credit Card SAFE! e .1 i� GIs ! ! `• ! fl011(f<7�E(13100BR(? mm acts Nome I Lopin I User ReglstraUcn I Not Toplo I Submit$vNtarga I Stab&Fate I Publications i PBCSOIf I aCISSne Map I units I search Bus Pro enes 551VlIUI }�y{y�j ProductApproval ,USER: Public User Regulation Product Aaoravel Menu > Pmduct or Aeallotion Search > Aoantatlon Llst> Application Detail FL S FL17022 Application Type New Code Version 2010 Application Status Approved Co... nts Archived p Product Manufacturer Extreme Metal Fabricators, LLC. Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 tam@extmmmtalfabiicatom.com Authorized Signature lames L Buchner P.E.@CBUCK Engineering jkmV@cbucWnc.net Technical Repmsentattve Tara Faulkner Address/Phone/Elrall 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 tam@mdmmmetalfabrkatom.com Quanty Assurance Representative Address/Phone/Ettall Category Roofing Subcategory Metal Roofing Conpilance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the James L Buckner, P.E. @.CBULK, Inc. Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2015 Validated By Steven M. Wich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence Referenced. Standard and Year (of Standard) Standard Veer W 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted DS/07/2014 Date Validated 05/08/2014 !7 Date Pending FBC Approval 05/12/2014 Date Approved 06/23/2014 summary of Products FL# Model, Number or Name Description 17022.1 5-V Crimp 25 Gauge Steel, Lapped Roof Panel, Mechanically Attached to Wood Deck. Limits of use Installation Instructions Approved for use In HVHZ: No FL17022 RO 11 1 5VCrl= 26oa WoodDeck EVAUT-RORT_.odf Approved for use outside HVNZ: Yes VerMed By: James L Buchner, P.E. @ CBUCK, Inc. P.E. #31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: tN/A/-86 - Evaluation Reports Other: Refer to evaluation report for conditions and limitations of FI 17022 RO AF 1 cVCrloo 76n t WoodDeck EVALREPORT .odf Created by Independent Third Party: Yes use. Refer to manufacturers Installatlon,instructlons as a supplemental guide for attachment. Back Next The state of Flodda is an AA/EEO employer. Under Florida Ia% email addresses are public Rmrds. if you do not vent your e-mail address released In response to a ppbaPmcbrda request. do not send Iectmnlemall to this chilly. Instead, contact the office by phone or by Iretllthmal mall. If you have any questions, please contact 5511.457.1395. *Puts want t0 talon 455.275(1), Florida stalutos, eRattlya 0ttober 1, 2012. licensees licensed under Chapter 455, F.S. must provide the aepanment Wth an email address N myhave one. The brands provided maybe used for official mmmuniadon Wth the llansee. Nonevar emall addresses are publk Ml If y04 do not vish to ipply a personal address, please pmvide the oepartmenty th an email address Mich an be made available to the public. To determine pyou am a Ila man ProductlAppprloval Accepts;ism m CredltAFr1 SAFE 4 yy '� 1 Y y th ti °'�. i4F � .. ii3 #....... a ' Tx Spe =tairy Strucrurai Englneerfnq Evaluation Report "5-V Crimp" Metal Roof Assembly Manufacturer: CSUCK, Ina Cerhftcate ojAuthoraotron #90M Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 for Florida Product Approval # FL 17022.1 Florida Building Code 2010 Per Rule 61G20-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: "5-V Crimp" Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-115-5V-S6W-ER Date: 4 / 28 / 14 Contents: Evaluation Report Pages 1-7 CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 17022.1 � a Date: 4 / 28 / 14 Repo\SUCK a ®intro Pagert No.: 2 of 75-5V-S6W-ER Specialty Structural Encglneerinq CBUCK, Inc. CertiJlcate ofAuthorkatlon #8064 Manufacturer: Extreme Metal Fabricators, I.I.C. Product Name: "S-V Crimp" Product Category. Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System "54 Crimp" Roof Panel Description: 26 gauge steel roof panel mechanically attached to Wood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation Board (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Slope: Performance: Description: • 15/32" or greater plywood, • or Wood plank (min. specific gravity of 0.42) Minimum slope shall be in accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Wind Uplift Resistance: • Design Uplift Pressure (ASD): - 86 PSF (Refer to "Table A" attachment details herein) FL tl: FL 17022.1 Date: 4 / 28 / 14 n tl �.g 3 of 7Report No.:-5V-S6W-ER MUCK tl 1 Page 3 of 7 ISpedalN Structural Engineerinq CBUCK, Inc Certijlcate of Authorization #8064 Performance The product described herein has demonstrated compliance with: Standards: • UL580-06—TestforUplift Resistance ofRoofAssemblies • UL 1897-04 — Uplift test for roof covering systems Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010, Section 1504.3.2. Evaluation Report This product evaluation is limited to compliance with the structural Scope: requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61620-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. • Option for armlication outside "Limitations and Conditions of Use" Rule 61G20-3.005(l)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization 1134 QUA 1824). FILM FL17022.1 ' Date: 4 / 28 / 14 RepoC:BUCK Eri9aB nrIn Page ft No : 4 of 75-SV-56W-ER Specialty Structural Englneerinq CSUCK, Inc. Certificate of Authorization #8064 Components/Materials Roof Panel: 5-V Crimp (by Manufacturer): Material: Steel Thickness: 26gauge (min.) Panel Widths: 24" (max.) Coverage Rib Height: 5/8" Yield Strength: 40 ksi min. Corrosion Resistance: Per FBC Section 1507.4.3 Fastener: Type: Hex -Head Wood Screw with WSW Size: #9 x 1-1/2" Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME 1318.6.1 Underlayment: Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 Insulation (Optional): Type: Rigid Insulation Board Thickness: 3" (max.) Properties: Density: 2.25 pcf (lbs/ft') min. Or Compressive Strength: 20 psi min. Insulation shall comply with FBC Section 1508. When insulation is incorporated, fastener length shalt conform to penetrate thru bottom of support a minimum of 3/16". FL #: FL 17022.1 c� Date: 4 / 28 / 14 ��0 n Page No.: S of 75•SV-S6W-ER Speclaftj Structural 6ncg1neerinq CBUCr,Inc. CerNjlcate of Authonzation#8064 installation: Installation Method: (Referto'TABLE A" below and drawings on Pages 6-7 of this evaluation report.) ■ Fastener Spacing: Refer to`TABLEA"Below (attached to the tops of the Vs for a total of 3 screws across the width of the panel.) ■ Row Spacing: Refer to "TABLE A" Below (along the length of the panel) • Minimum fastener penetration thru bottom of support, 3/16". ■ For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A" Design Pressure (ASD): - 86 PSF Fastener Spacing: 12" o.c. Row Spacing: 16" o.c. Install the "54 Crimp" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 2010. The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL580-06 & UL1897-04 By Architectural Testing, Inc. -West Palm Beach, FL (FBC Organization #TST ID:1527) ReportNo.: D5893.01-4S0-18, Date: 05/02/14 2. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID#QUA 1824) Extreme Metal Fabricators, Inc. Licensee#974 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) FL#: FL17022.1 Q� �s s� Date: 4 / 28 / 14 `*� BUCK ® a ln� la a Page Report No.: 6 of 75-SV-56W-ER Spedalty Structural Englneerinq CBUCK, Inc. Certifcate a)Authoriza6on #8064 Installation Method Extreme Metal Fabricators, LLC. "5-V Crimp" (26 gauge steel) Roof Panel attached to Wood Deck 1 5/8 " r Drawings 24" Maximum Net Panel Profile Norrnal 12" o.c. I Nominal 12" c.c. Fastener Soacinc Across Panel Width 99 Hex -Head Screw with WSW Spaced IlT across the Panel Typical Assembly Profile View (Typical Fastening Pattern Across Width - Interior) FLq: FL17022.1 Date: 4 / 28 / 14 Report No.:14-115-SV-S6W-ER Page 7 of 7 Specialty Structural Engineering CBUCK,InC. Certificate of Authorization k80rA Installation Method Extreme Metal Fabricators, LLC. "54 Crimp" (26 gauge steel) Roof Panel attached to Wood Deck i6 k' or greater Plywood, or R gid Insulation Wood plank Thickness T Maximtun Typical Roof Assembly Isometric View TABLE "A" Design Pressure (ASD): - 86 PSF Fastener Spacing: 12" o.c. Row Spacing: 16" o.c. 1/2/14 Florida Building Code Online no�da Dep entrf BCISHpme I Log In I User R Busines Professi%Regulation 4 rvival USER: CbApper Protlud Approval Menu > Pmtlu FL # - Application Type Code Version Application Status Comrents Amhlved Product Manufacturer Address/Phone/Email Authorized Signature r .t. M...e. 1 r g '�. _... .. f ��Y'itrY'IINi12YM1Y'Y:YiI egistmUpn I Hot Topics I Submit Sudharge Stats aFads PublimUons FBC Stag BCIS Site Map Links Seas - ct or Apollation Searc > ApngcaDon List> AppRwtien Detail FL15225-R1 Editorial Change 2010 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Conrrission if necessary. Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Conpliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Subtritted Date Validated Date Pending FBC Approval Date Approved L' Therm-Tm Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@mbidgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Llsting National Accreditation @ Managerrent Institute, Ryan J. long, P.E. n Validation Checklist - Hardcopy Received Standard Year 301/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Method 1 Optlon A 07/06/2012 07/08/2012 08/14/2012 Summary of Products httpslAm&wfloridabulicing.org/pr/pr app d.aspXlpararrFvrGEVXQYADgJ3yANKJZIQRASQ)itJGp/a2b2J1Tw7rYnAMT41046Nfp4rFtAp/P3d*/o3d 1/3 RANDAL L E. STOFFT ARCHOTECTSy P.W. AA�xo/o�379 ARM105 1 �.f APPROVED ❑ REVISESRESUBMIT ❑ APPROVED AS CORRECTED ❑ REJECTED This review is only for general conformance with the design concept of the project and gsnersl compliance with the information given in the contract d_cumcnls.Corrections orcomments made on tire shop drawingsdudng 5t:s mv7es.f do not relieve the contractor from compliance with the require - of the plans and specifications. Approval of a specific item shall not il:,I:d appmvcl of an assembly of which the item is a cemponenL Coo- r..;tor is responsible for. Dimensions to be confirmed and correlated at the jobsJ%knfcmafionthat pertains solely to the fabrication processes or to the means,maods,techniques, sequences and procedures of construc- tion: ccordinabon of the yolk of all other trades: and for performing Bit work in a safe and satisfactory manner. DATE (IB.1'!/l k L6 BY: 1014 Florida Building Code Online 6-1 ai �tpt �dt BCIS Home Log In •, User RegistmH on j Hot Topics Submit Surcharge I Scats & Farts j Publlr ti.re ( Far Star ' BGIS Site Map �i Unks Sea2M1 i Busines u' ProfessiiaI -Alm Product Approval V"I P " USER: Public User Regulation .. ,. ,. PmanR Aenmval Menu > Pmaut nr Anelication Searcy > Annllcotlen Llst> Application Detail FL #. FL15225-R1 Application Type Editorial Change Code Version 2010 Applkation Status Approved -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comrrents Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Therms-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@mbidgconsultants.com Vivian Wright rickw@rwbldgcvnsulta nts.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Managerrent Institute, Ryan I long, P.E. vi Validation Checklist - Hardcopy Received Standard 101/IS.2 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Method 1 Option A 07/06/2012 07/08/2012 OB/14/2012 Year 1997 2002 2002 2002 1994 fSummary _of Products L1 ll 6 w— https:/A. ..floridabuilding,org/pr/pr app fl.aspX7para v.GEVXQvADq%(ii)M/KJZ1QRASQ)BOGa/o2b2JITw7rYKMmT4!MNfp4rFtA%3d%3d 1/3 1014 Florida Building Code Online FL# Model, Number or Name wGEVXQAD ,1 Description 15225.1 a. 'Classic -Craft' and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without i ThemD-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL 1 S225 R1 C CAC 15225.1 NAMI Cert5,odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 1Z/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.1-68 (68 Door Products), INST 15225.1- FLI5225 RI 11 INST 15225 1-68 df 80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products FL15225 RI It INST 15225.1-80.odf Direct to Masonry) for installation instructions. (Note - Glazing FL1 S225 RS If INST 15225-68M cif Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R1 AE EVAL 15 5.1-80.Ddf FLIS225 RI AE EVAL 15225-1-68.odf FL15225 R1 AE EVAL 15225-68M df Created by Independent Third Party: Yes 15225.2 b. "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Inswing and "Benchmark by Thence-Tru" Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R C `AC i "221: NAM] c rt odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.2-68 (6'8 Door Products) and INST FL15225 111 II INST 15225 2-68 df 15225-68M (68 Door Products Direct to Masonry) for installation FL35225 R1 II INST 15225-681,1.Ddf instructions. (Note - Glazing Shall comply with ASTM E3300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R• AE EVAL 15225 2-68 odf FL15225 RI AE EVAL 15225-68M.udf Created by Independent Third Party: Yes 15225.3 c. "Fiber -Classic" and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Theme-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RI C CAC 152253 NAMS certs,odF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.3-68 (6'8 Door Products), INST 15225.3- FL15225 RI 11 INST 15225 3-68 odf 80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products FL15225 R1 11 INST 15225.3-80.odf Direct to Masonry) for installation instructions. (Note - Glazing FL15225 R1 11 INST 15225-68M.Ddf Shall comply with ASTM E3300-04) Verified By: Lyndon F. Schnudt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLI5225 Rl AE EVAL 15225 3-68 df FI 15225 EVAL 15 5.3-80.Ddf RI AF FLIS225 RI AF WAL 15225-68M odf Created by Independent Third Party: Yes ...........__., _,.....__._ { ___.__.,_..____._... ......_......__ 15225.4 tl. 'Premium Serves' and "Benchmark by _ .... ...._..._.._.._._, __,............... ... ............ ...........,.._,. 6/8 and 8/0 Opaque and Glazed Steel Door with and without Therm-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS225 RS C CAC 15225.4 NAMI certs,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.4-68 (68 Door Products), INST 15225.4- FI.15225 RS 11 TNST 15225.4-68.ndf 80 (ST Door Products) and INST 15225-68M (6'8 Door Products FI 15225 RI 11 INST 15225 4-80 odf Direct to Masonry) for installation Instructions. (Note - Glazing FLI5225 R1 11 INST 15225-68M df Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 Rl AE EVAL 15225 4-68 df FIIS 25 R1 AE EVAL 152254-RO df FI 15225 RI AF FVAL 15 25-68M.ndf Created by Independent Third Party: Yes I 15225.5 e. "Smooth -Star' and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Therrra-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FLI5225 R1 C CAC 15225.5 NAMI certs.od Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.5-68 (6'8 Door Products), INST 15225.5- FL15225 R3 11 INST 15225 5-68 df 80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products to Masonry) for installation Instructions. (Note - Glazing FI IS225 RI lI INST 15225.5-80.odf _ FL15225 R1 II INST 15225-f,8M.D[If iDirect Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 4 9 t fmofnA F.. rnMnnn,lan4 TF:M Oa.1..• ^•^r^^r^•^^^^"^^n�­BAAIKJZlQRASQ)SOG°/2b2JlTw7rYKMmT41046NfpArFtA° /o https9AvA floridabuiIding 1014 Florida Building Code ONine Evaluation Reports FL15225 R1 AE FVAL 15225 5-1 Ddf' FLIS225 R1 AE EVAL 15225 5-80 dF FLIS225 R1 AE EVAL 15225-68M dF Created by Independent Third Party: Yes 15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transons. With Series" and "Benchmark by Themes- and without Sidelites. Inswing and Outswing Tru" with Trdnsons Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R1 C CAC 15225.6 Ni certfundif Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design pressure: N/A Installation Instructions Other: See INST 15225.6-68 (6'B Door Products) and 15225.6-80 F115225 RI II INST 15225 6-68 odf (810 Door Products) for installation instructions. (Note - Glazing FLIS225, RI II INGT 15225 6-80 odf Shall comply with ASTM E3300-04) Verified By: Lyndon F. Schn9dt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F115225 RI AE EVAL 15225 6-68 df FLIS225 RI AE EVAL 15225 6-80 dF Created by Independent Third Party: Yes Contact Us:: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-482-1624 The State of noddy Is an AA/EEO employe Copyright 211 State of Flodff .:: Pdyaty Statement:: Acreselbal st+N�:: Poland Statement Under Florida law, email addresses are public records. If you do not vent your e-mail add Mess released In response to a pub llcrecords request, do not send clectrpnlc mall M this entity. Instead, contact Me office by phone or by had itom 1 mall. five. have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email cosines It they have one. The eme Its provided maybe used for official communication Wth Me licensee. However email add resets are Public mcord. It you do not Wsh to supply a personal address, please pmvide the Department With an email add Mess vAuch can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please flick hem`. Produce Approval Accepts: IHERMAITRU� THERMA TRLJ DOORS I IQ rN"uRA14L Oa.. Ep.e . OH 43317 "Premium Series", "Construction Series" and "Benchmark by Therma-Two 87 SINGLE OPAQUE OR GLAZED PANEL WI & WlOUT SIDELITES AND TRANSOM INSWING IOUTSWING STEEL DOOR General Notes i. Flus product andlonftg drawing JIM boon devekped in oOrWlaace with the 2010Rorida Drrading Code(tEC}ezGluLrig tne'ti'c�¢tYetacityFiinrlcane7arre'. Seethe CerfiSeofion Agency Cedikate forsi=speoT�fioM orb mfing. 2 Pnstiuctantltors�6be as tisfed and spacE,d as shown on deta?s. MchorembcMlsnt. to base nsaWatsha9 be beyond vrcl dressing stucco, foam,brtck and otherwatf coverings. 3. Wood saom slma be ireta0ed foamving'v>zfaCal'.on iralmcGons GtAtt51(AF&PA P7DS.�0.4.. Motherfosfenet typeslo be insta'stl fa9owi(g fastener iiwn+Aad;,nai's'uufa"anon EisGucfions. _ 4. Fastenerembedment depths; edge dsfam-es and center-cente:•aefances sha7 be as specifiedbyihefcstenermonufactu butmnohVctnceshcdtheybelessttwndwd in IM drawing. 5. vvnere shims are toad. they must be ayigld/slurm iledDElhal complies with the requirmnentsof the 2110 FDC. 6.. PosiDva and negalte designlxesswe requuem�sts forare witty 4Yu Omwingshop ba detemdnetl by others for speciltc jabsm accordance with the govemutg code. 7. Sitawndtiansnot covered by this drovntg aresuaect tafiuLhar engineering anarysis. TABLEOFCOMENR. # _ DFSCRtPRON typt�etavNda,Ces npresstses&geneminotes &1Cktatan�irg & bu of nrotexiz 3 Frcmaauyiorlrrcl Hoftontai & vertical aw 5 = 5 VediW4crosssectiort StN� " NTni TPANWU o/X MAX DESIGN PRESSURE +47.0 -47.0 $lNG:E. Y!/SDELRES MD TWMU 0/o%0 MAX DESIGN PRESSURE +47.0 -47.0 SMU UNrr F%SDEtrrE AND TAN 5014 0/0% MAX DESIGN PRESSURE +47.0 -47.0 tact RAF6WAR! MIG A SrRY£S RWIRSRS{GNAntRE SFR4S GTCe amssersraxntux¢sre¢s Tso aeaosan MULLION q SHOWN FOR REFERENCE TYP. HEAD JAMBS SEE NOTE 1 2X 16•r :JTi v 0 MULLION�� q SHOWN SHOWN FOR REFERENCE HEAD HEAD JAMBS SEE NOTE 1 Item DESCRIPTION Material q 10 x 2-7/2 PFH WOOD SCREW STEEL 1 10 x 3 4 LG. PFH WOOD SCREW Hin a to Frame STEEL 3 #8 x 2-7 2 LG. PFH WOOD SCREW STEEL 4 7 4' x 2-3 4' PFH ELCO CONCRETE SCREW STEEL 5 1 4' x 1-3 4 TV PFH CONCRETE SCREW STEEL 9 7 4" x 3-3 4" ITW PFH CONCRETE SCREW STEEL Ti- 3 76" x 3-1/4- ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3—/ 4' ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4" X 2-1 4 PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB 4.656 X 1.25 THERMA—TRU. PINE SG >= 0.42 WOOD 3 4 THK. PRESSURE TREATED SIDELITE PAD WOOD 1 2- X 1" X 25 CA. CORRUGATED FASTENER STEEL 2X NOTES TYP. HEAD k JAMBS SEE NOTE 7 1. 1/4'Ffco Concrete screws anctaring2xbuck require a minimum I"clearance to masomyedges, a 1-1y4"mintmum embedment and a rMMmum 4"cfeorcnce to adjacent w=etescrews. Subsfftufton ofaqualconcretescme from different supPSermayfave different edge tl3tance and cents crstancerequuements.Concretescrewlocaffonsatthe comers, at mullion Iocoflon , and at astragal locations may be adjusted to molntairl the mhmum edge distance to mortar joints. It concrete scow lornfbns noted as"MAX. ON CENTEff' must be adjusted to maintain the minimum edge distance to modaricints, additional conaete screws may be requeed to ensure the madmum on center dmemfon Is not exceeded. 2. 2X buck min. S.G. z 0.55 tiij imN X D z µ 2ty�y�5j m ¢O �I p i1 on 'D" I 'E" - MU WON -/ SHOWN FOR - REFERENCE M BUCK INSTALLATION IX LUCK INSTAUARON - . HEAD & J SS h NOTE 1 SEE W NOTE 1 16 12 i6 SEE 5 M07E 1111 WWG ��o M r p U �W 3W�y YMINM _ � a N SEE w DETAIL _ "6-Q tli N �n >a AA' 6"I 9REFERENCE13': M BUCK INSTALLATION BUCK INSTALIAMN EAD & JAMBS - CTE 1 SEE DETAIL '4" "B" A" J 1 T- M W/2X BUCK NSTPIIATION IINSTA4AMN W/IX BUCK TIP. HEM & v Zj —I - .C. .D" "E" I "0. "D. A" IS, A" "C._"C• SINGLE UNIT W/ IDEATES AND TRANSOM VIEW 'E"—"EVIEW "D"—"D' SINGLE UNIT W/RIDELITE AND TRANSOM VIEW "B'—"B" SINGLE UNFT WITH TRANSOM WEW A" —A' NOTES: 1. 1/4"1/Wconcretescrew anchoringframe and/orsillrequine aminimum 2-1/Tclearonce to B mosoruy edges, a 1AMnrinimum embedment and a minlmum 34demon w, to adjacent concrefewmm. Sub0ifution of equal wncrete screws from a different suppfiermay, have 0 different edge dstance and center distance requirements. Conaetescmwlocationsoflhe B 1 comers and at muffron locations, maybe adfusted to maintain the minimum edge defence to morfmjoinh. It concrete screwlocations noted as MAX. ON CEMER' must be ocmfed to ❑ maintain me mfnimum edge distance to modmja ls, additional concrete spews may be i required to ensure the maximum on center dimension B not exceeded. DETAIL -6" DETAIL '4' 2 3/16' DW concrete screws anchanng frame and/orsillrequire a minimum 2-5/8'cleeronce to masowy edges. a 1-1/4"minimum embedment and a minimum 2-1/4"clearance to adjacent canerefe screws unless omerwlse notedby concrete spew manufactwer. w 14/2X BUCK3. The sidelife b directsef into thejamb with (12) #8x2pth. wood screws There me (4) at each INSTALLATION verticoljomb, from the top down of 13.5",31]48 Sd66".Thaneare (2)attheheader a14"from W/1X BUCKme ouhide comersof fhe theme. There me (2) of the sill, a from the ouhide toners. INSTALLATION SEE NOTE 24. fwoptianafsitlefite conshuc8an wHh staples sWefite u dwct set into TheJamb with (5) x/y'X ❑ 1-e/s16go.stoplesolongeochjamb(6"fromer,dsandequallyspacedmereafter). Latch, deadbolt and hinge locations very. See Certification Agency Certificate and DETAIL 'i" DETAIL "2" 8 correespondng lestrepods forspedfic dmensions and design pre. ratings. E DL " I q R: A- Wm wlogrs\Pm1 txM-13O0W]x0B1D. RWBCDrmq�IgAx5n5W.asxxs.c.gwg, �iw i X 0 C n x JiOI 3 N TI-ma N 2S'MAK. ti N PdAI) ('dAll A SHIMSPACE v i 3 w3903 ANN0svw a0(33 ANN0SM "^ A 124MW. _<? wOiti'NIW..I W08d'NIw..I EMB.M. •'•- 9F m _ c q y A p D o m Off p D.ISMN. C-SINK p 02SMAIL SHIMSPACE I.IS'MIN. EMS. p A m �m o m L ' �y L_ m w2;N X \ Lzs � m �t H »y D zo� o x m A Y - f•� om D o W tf :�Zz SHIMSPACE ; I.ISMIN. m a FMB. 1.2S MIN. EMB. T/P. •+ R %I I PROOUM. pxum.nN PnpaiVE ar P P 7 ��pp VI ➢INC CON .TMIT3, INC. 1 u 9 A N - n w FIBERGLASS DOOR +/�,.o. Rea 230 vmnmsgs p y PNone No.: B1].61 N Y. :Z' i1MEa BaoN o} FnNeJond EnglnHn I IPARE ON ASSEMBLY: C.ml w M .4+t rl[atbn Xo. qal] HORIZON(AC Q vER/1CAL Im N NO DATE CROSS SECRONS I'll/L o REVIS N Emaoo R. samwt P.0 Ne. .wAos eww.+u ........�.a L.q. OEM /T MIN. FROM 2-I/2"MIN FR �r MASONRY ECGE MASONRYEDGE-- (TYP-) (TYP.) 7� T ngCAL CROSS SECTION S imwincenPgumt INTERIOR 11Z1Z111 , EXTERIOR 2-1 /2" MIN. fROM 2-1/2' MIN. FROM «--MASONRY EDGE MASONRY EDGE (TYP.) TYP.I �41 VERTICAL CROSS SECTION 5 Insviing wnfigwathm 21/2'MI� 27/T'MIN. FROM '� MASONRY EDGE- MASONRYEDGE— (TYP.I ITYPJ VERTICAL CROSS SECTION R OuB g=ItQ=wn EXTERIOR ��� INTERIOR 2-1 IT MIN. FROM ( 2-1 IT MIN, FROM �f MASONRYEDGE-�'�-MASONRYEDGE• INN (TYP.) f1 VERTICAL CROSS SECTION 5 ONming conffg.hm 7 INTERIOR EXTERIOR e^m5°Ni m a 2 NT s W ov mg�J E 20 (211 12 8 t. 2-1/T'MIN. FROM�2-I!S MIN. FROM -.� MASONRY EDGE MASONRY EDGE+ (IYP.) (IYP.) y �g qo ~y o VERTICAL CROSS SEC71ON Yo 2-1 IT MIN. FROM 2-1/T'MIN. FROM � - MASONRY EDGE �.�MASONRY EDGE+ TYP.) (TYP.) %61 VERTICAL CROSS SECTION 5 UUMY gconfgwanon R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building industry C P.O. Box 230 Vnlrico, FL 33595 Phone 813.659.9197 Florida Board or Professional Cngincers Certificate ofAuthoriomion No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation "Premium Series, "Construction Series" Exterior Swinging 1 i8 Industrial Dr and "Benchmark by Therma-Tru" Doors Exterior Door Edgerton, Oil 43517 8'0 Single Opaque or Glazed Panel wl & w10 Sidelites and Transom Assemblies Phone 419.298.1740 Inswing I Outswring Steel Door Scope: Product Evaluation report Issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P,E. (System ID # 1998) for Therms Tm Corporation, based on Rule Chapter No. 9N-3, Method to of the State of Florida Product Approval, Dept of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do 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. Urnftations: 1. This product anchoring has been developed in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency CediBcate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Wood screws shall be installed following installations Instructions of ANSI AF&PA NDS 2005. All other fastener types to be Installed following fastener manufactures installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no Instance shall they be less than shown in drawing FL-15225.6-80. 5. Where shims areused, they must be a "rigid! stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.6-80 shall be determined by others for specific Jobs In accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA5225.6-80 require further engineering analysis by a licensed engineer or registered architec Supporting Documents: 1. Test Revert No. NCTL-210-2030-1 TEL 01460147 2. Drawing No. No. FL-15225.6-80 3. Calculations Product Anchoring Buck Anchoring PF 1208 Test Standard AAMAINW W DA(f 01lI.S.2-97 ASTM E330-02 Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by NCTL Barry D. Portnoy, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Wined & Sealed by Lyndon F, Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyn J V f -0. Sheet I of i1t4 A � t1 r t NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI005567-114 108 Mutzfeld Road Certification Date: 01/07/2004 Butler, IN 46721 Expiration Date: 12/31/2015 Revision Date: 01/04/2012 Product: Construction Series Wood Edge Glazed Steel Door Inswing/Outswing w/14" Sidelites & 16" Transom Benchmark by Therma-Tru Series Wood Edge Glazed Steel Door InswinglOutswing w/ 14" Sidelites & 16" Transom Specifications Tested To: ASTM E283/330/E331/TAS202-94 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICerti6catiancom to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. Please review and advise NAM[ is anv corrections are required to this document Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number 1 & f Comments 1 O/OXO Single Door w/ Sidelite/fransom US Glazed 5V' x 9'4" +47/47 Door -No Sidelite-No Transom -No NCTL-210-2030-1 O/OXO Single Door w/ Sidelite/fransom O/S Glazed 5'9" x 9W' +47/47 Door -No Sidelite-No Transom -No NCTL-210-2030-1 i i s� i i National Accreditation& Management Institute,{tic./4794 George Washington Memorial Highw y/H - es, VA 23072 Tel: (804) 6845124/Fax: (804):684-5122 NAM[ AUTHORIZED SIGNATURE: Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance Project Name: TARPON FLATS LOT 19 - CUSTOM MODEL Project Address: 3931 Duneside Drive Ft. Pierce, FL. Permit#: Occupancy Type: R-3 Construction Type:V-B INSTRUCTIONS FOR USE: This certification must be completed, signed, and sealed by the design professional of record. Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit SC NNED o Any non-residential structure. St. LU CIG,,,, * Note: Form not required for interior renovations provided that no exterior structural elegl?0 tye affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code Fifth Edition with 20 14 Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open 3. Risk Category: _I X II _III _ IV Exposure Category: _B X C _D 4. Design Wind Velocity 170 mph _ASD X LRFD End Zone Width: 4.90 ft 5. Mean Roof Height 15' ft Roof Pitch: 6 :12 Parapet: 0 ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: -41.2 Zone 2: -68.9 Zone 3: 103.1 Zone 4: -45.34 Zone 5: -52.58 Garage: 7. Design Loads: Floor: 138 PSF Roof/Dead: 35 PSF Roof/Live: 20 Balcony: NIA PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2,500 PSF Soil Test Reports Submitted? X Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also ;gkAifJ thbtgft ctural elements depicted on these pl p ide adequate resistance to the design forcesspeio �0 ABUG �P,.• ' OCENSF�TT9'�� Farid Abugattas PE 72471 tP Print Name Cert # & Co. Cert Auth. * ; No. 72471 = Project Classic LLC _vown signatur ate, a&tftbF :' lu; 7318 Texas Trail, Boca Raton, FL. 33487 NU; OPY ,� •. ��tt`s''•F�ORIDP,.•'G\��� Company Name & Address Revised 07/20 q}?rNAL CHECKFf.I pllr, 1 0 2015 TARPON FLATS -CUSTOM MODEL LOT 19 r Planning & Development Services Department o r r Building & Regulations Division Product Review Affidavit Building Permit # Owners Name &J1 r o P Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windovrs +45.87/-57.53 PSF +80/-80 PSF LAWSON IND. SH-7700 NOA-12-0127.16 4 1/4" ELCO SS4 CRETE-FLEX TO CONCRETE Mullions +42.91/-55.50 PSF +64 PSF LAWSON IND. CLIPPED NOA-12-0127.07 N/A 1/4" ELCO SS AGGREGATOR TO CONCRETE Fixed Glass +45.87/-61.42 PSF +68/-68 PSF LAWSON IND. PW-4200/6200 NOA-12-0307.06 5 1/4" ELCO SS4 CRETE-FLEX TO CONCRETE Block Glass N/A Skylights N/A Sliding lassDoors+38.921-47.51 PSF +56.7/-65 PSF LAWSON IND. SGD9200 NOA-12-1204.12 A 114" ELCO SS4 CRETE-FLEX TO CONCRETE Swin e Doors T +43.261-47.15 PSF +65/-65 PSF THERMATRU SMOOTH STAR FL8871-R4 N/A 1/4" ITW SCREWS TO CONCRETE French Doors N/A Garage Doors +40.341-50.35 PSF +61.11-60.3 PSF AMARR HERITAGE NOA-13-0503.06 N/A 3/8"X2-3/4" HILTI SLEEVE ANCHOR TO CONC. Hurricane Protection N/A Roof Ventilation N/A Roofing Material -75 PSF -86 PSF METAL FABRICATORS, 5V METAL ROOF FL17022.1 WA #9 HEX -HEAD WOOD SCREW w/ WSW SCREWED TO PLYWOOD DECK SPACING @ 12" O.C., ROW SPACING 16" O.C. Front Entry Door +41.801-45.68 PSF +65/-65 PSF THERMATRU SMOOTH STAR FL15225.5-80 N/A 1/4" ITW SCREWS TO CONCRETE e reviewed the above components or cladding and I have approved th use loads and forces specified by current code provisions. RANDALL STOFFT Signature: adequate resistance to the seal Prof: ARCHITECT Cert.No. FL-0011105 Date: 08.14.15 It Dad-o�� �/7 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). ❑ Energy Performance Level (EPL) Display Card (one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®- USRFSB v4.0 9/4/2015 5:58:09 PM I •' F tL� T � Y,' �� FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA ProjectName: Lotl9TarponFlats BuilderName: PHOENIX REALITY HOMES Street: LOT 19 TARPON FLATS Permit Office: City, State, Zip: ,FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks orjoints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered Floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity s aces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9/4/20155:59 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant SoftwarQM. , 6 g ott .%t: /508 - 0?. 7 IMES Evaluation Report ESR-3375* Reissued August 2014 This report is subject to renewal August 2016. www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00-THERMAL AND MOISTURE PROTECTION Section: 07 21 00-Thermal Insulation REPORT HOLDER: SES FOAM 4008 LOUETTA ROAD; #538 SPRING, TEXAS 77388-4405 (713)239-6252 www.sesfoam.com EVALUATION' SUBJECT: SUCRASEALT°' 0.5 AND SES FOAM 0.5 LB SPRAY. SPRAY -APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2012 and 2009 International Building Code® (IBC) ■ 2012 and 2009 Intemational Residential Code® (IRC) ■ 2012 and 2009 International Energy Conservation Code® (IECC) ■ Other Codes (see Section 8.0) Properties evaluated: ■ Surface -burning characteristics ■ Physical properties ■ Thermal resistance (R-values) ■ Air permeability in Exterior walls in Types 1-IV construction 2.0 USES SucrasealT 0.5 spray polyurethane foam plastic insulation is used as a nonstructural thermal insulating material in buildings of Type 1, H. Ili, IV and V (IBC) construction, and In dwellings built under the IRC. The Insulation is for use in wall cavities and floor/ceiling assemblies, and In attics and crawl spaces when Installed as described in Section 4A. Under the IRC, the insulation may be used as'alr4mpermeable insulation when Installed' as described in Section 3A. SES Foam 0.5 lb Spray is ra identical to SucsealTM 0.5. Wherever Sucraseal" 0.5 Is mentioned, the same property applies to SES Foam 6.5 lb Sprey- 3.0 DESCRIPTION 3.1 General: SucrasealTM 0.5 spray foam insulation Is a two - component, open cell, one400ne-by-volume spray - applied polyurethane foam system with a nominal density of 0.5 pcf (8.0 kg/m'). The insulation's liquid components are supplied In nominally 55-gallon drums, labeled as -A- component or'B" component. The insulation components have a shelf Iife'of six months when,stored in unopened containers at temperatures between 70OF (21°C) and 90-F (32-C). 3.2 Surface -burning Characteristics: At a maximum thickness of 4 Inches (102 mm) and a nominal density of 0.5 pcf, the insulation has a flame - spread index of 25 or less and a smoke -developed Index of 450 or less when tested In accordance with ASTM E84. Thicknesses for wall cavities and ceiling cavities are not limited when the insulation is covered with a minimum '/r inch4hick (12.7 mm) gypsum board installed to accordance with the applicable code. 3.3 Thermal Resistance (R-values): The Insulation has thermal resistance (R-values) at a mean temperature of 76OF (24°C) as shown in Table 1. 3.4 Air Permeability. The Insulation, at a minimum thickness of 3inches (76 mm); Is considered alr-impermeable In accordance with IRC Section R202, based on testing in accordance with ASTM E283. 3.5 DC315 Fireproof Paint: DC 315 Fireproof Paint Is manufactured by International Fireproof Technology, Inc., and Is a water -based coating supplied In 5-gallon (19 L) palls and 55-gallon (208 L) drums and has a shelf life of six months when stored in a factory -sealed container at temperature's between 50°F (10°C) and 90°F (32°C). 3.6 FireShell®F10Ec FireShells F10E is manufactured by TPW, and is a water - based coating supplied In 5-gaticn (19 L) .palls and -55- gallon (208L) drums and has a shelf life of one year when stored In a factory -sealed container at temperatures above 45-F (7-C). 4.0 INSTALLATION 4.1 General: SucrasealTM 0.5, spray Insulation must be Installed in accordance with the manufacturers published installation -Revised February 2016 ICGES EWhmuon Bapora = rmt to be cma"W as reprerentbtg aenhwa or ory olhei a madonemedofthombjcdoJtherepanoramc czdadonjorttimerhemem fooq fmdmg wodwmatArb, ddi npmg oral toaaypmAd cormrdbythonpon. Senkg CgWJ9h102015 ti nNwlP--Paeelaf4 - ESR-3375 I Most lWdely Accepted and Trusted Page 2 of 4 Instructions and this report. A copy of the manufacturer's published installation Instructions must be available at all times on the jobsite during installation. 4.2 Application: The insulation is spray -applied at the jobsite using a volumetric positive displacement pump as Identified In the Sucraseal1° 0.5 spray application manual. The Insulation components must be stored at temperatures between 70OF (21°C) and 90°F (32"C) for several days before application. The Insulation must not be used In areas that have maximum In-service temperatures greater than 180°F (820C). The Insulation must not be used In electrical outlet or junction boxes or in contact with water (e.g.. rain, condensation, Ice, snow) or sail. The substrate must be free of moisture, frost or Ice, loose scales, rust, oil„ grease or other surface contaminants. The insulation can be Installed in one pass to the maximum thickness. The spray -applied foam insulation must be protected from weather during and after Installation. 4.3 Thermal Barrier: 4.3.1 Application with a Prescriptive Thermal Barrier. Sucraseal" 0.5 spray insulation must be separated from the Interior of the building by an approved thermal barrier of I12-Inch-thick (12.7 mm) gypsum wallboard or an equivalent 15-minute thermal barrier complying with, and installed in accordance with, IBC Section 2603.4 or IRC Section R316A as applicable, except when the Installation is In accordance with Section 4.32. Within an attic or crawl space, installation must be in accordance with Section 4A. 4.3.2 Application without a Prescriptive Thermal Barrier: The prescriptive 15-minute thermal barrier may be omitted when installation is in accordance with this section. The insulation and coating may be spray -applied to the interior facing of walls and the underside of roof sheathing or roof rafters, and In crawl spaces, and may be left exposed as an Interior finish without a prescribed 15-minute thermal barrier or prescribed Ignition barrier when the installation is in accordance with either Sections 4.3.2.1 or4.3.2.2. 4.3.2.1 Application with DC 315 Fireproof Paint: The thickness of the foam plastic applied to the underside of roof sheathing and to vertical wall surfaces must not exceed 11'h inches (292 mm). The foam plastic must be covered on all surfaces with DC 315 Fireproof Paint at a minimum thickness of 18.0 mils (0.47 mm) wet film thickness [12 mils (0.30, mm) dry film thickness] with a minimum application rate of 1.12 gal/100 ft . The coating must be applied over the Sucraseaff 0.5 insulation in accordance with the coating manufacturer's published instructions and this report. Surfaces to be coated must be dry, clean and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coating is applied in one or more coats with brush, roller or aidess spray equipment. 4.3.2.2 Application with FireShello FIDE: The thickness of the foam plastic applied to the underside of roof sheathing and to vertical wall surfaces must not exceed 102 inches (292 mm). The foam eelastic must be covered on all surfaces with FireShell� F10E at a minimum thickness of 20.0 mils (0.51 mm) wet film thickness [14 mils (0.36 mm) dry film thickness] with a minimum application rate of 125 gal/10D fe. The coating must be applied over the Sucraseal" 0.5 insulation In accordance with the coating manufacturer's published Instructions and this report. Surfaces to be coated must be dry, clean and free of dirt, loose debris and other substances that could Interfere with adhesion of the coating. The coating is applied in one or more coats with brush, roller or airless spray equipment 4A Attics and Crawl Spaces: 4.4.1 Application with a Prescriptive Ignition Barrier: When SucresealTM 0.5 spray is installed within attics and crawl spaces, where entry Is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or R316.5A, as applicable, except when the installation is in accordance with Section 4.4.2 or Section 4.4.3. The Ignition barrier must be consistent with the requirements for the type of construction required by the applicable code, and must be installed in a manner so that the foam plastic insulation is not exposed. SucrasealTM 0.5 spray insulation at a minimum thickness of 3 inches (76 mm) may be installed in unvented attics in accordance with 2012 IRC Section R806.5 (2009 IRC Section R806A), as applicable. 4A.2 Application without a Prescriptive ignition Barrier. Where the spray -applied Insulation is Installed in accordance with this section or Section 4A.3, the following conditions apply: a) Entry to the attic or crawl space Is to service utilities, and no storage is permitted. b) There are no interconnected attic or crawl space areas. c) Air in the attic or crawl space Is not circulated to other parts of the building. d) Attic ventilation Is provided when required, by IBC Section 12032 or IRC Section R806, except when air - impermeable insulation Is permitted in unvented attics In accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806A. Under -Floor (crawl space) ventilation Is provided when required by IBC Section 1203.3 or IRC Section R408.1, as applicable. e) Combustion air is provided in accordance with Infematlonal Mechanical Codee Section 701. In attics, the insulation may be spray -applied to the underside of roof sheathing or roof rafters, and/or vertical surfaces, and In crawl spaces the Insulation may be spray - applied to the underside of floors and/or vertical surfaces as described in this section. The thickness of the foam plastic applied to the underside of the top of the space must not exceed 12 inches (305 mm). The thickness of the foam plastic applied to vertical surfaces must not exceed 11'/2 Inches (292 mm). The foam plastic may be installed without a covering or coating. The insulation may be installed in unvented attics In accordance with 2012 IRC Section R806.5 (2009 IRC Section R806A). The Ignition barrier in accordance with IBC Section 2603.4.1.6 or IRC Section R316.5.3 may be omitted. 4.4.3 Use on Attic Floors: SucraseaiTM 0.5 spray Insulation may be installed exposed at a maximum thickness of 11112 inches (292 mm) between joists in attic floors. The Ignition barrier in accordance with IBC Section 2603A.1.6 or IRC Section R316.5.3 may be omitted. The Insulation must be separated from the interior of the building by an approved thermal barrier. 4.5 Exterior walls of Type 1, II, II and IV Construction: 4.5.1 General: When used on walls of a II IV exterior wall construction, c I s applied foam insulation must I w e ion 6 of the. IBC and this sectio ten I f Sucraseai^' 0.5 sprayappl tl In it s "ES11-3375 I Most Widely Accepted and Trusted Page 3of4 466 Bluff (526 MJ1m2) per inch of thickness when tested in accordance with NFPA 259. 4.5.2 Specific Wall Assemblies: Wall assemblies must be as described in Table 2. 5.0 CONDITIONS OF USE The Sucraseal" 0:5 spray polyurethane foam plastic Insulation described In this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The Insulation must be installed in accordance with the manufacturers published installation Instructions, this evaluation report and the applicable code. If there are any conflicts between the manufacturers published Installation instructions and this report, this report governs. 5.2 The insulation must be separated from the Interior of the building by an approved 15-minute thermal banter, as described in Section 4.3.1. except when the, installation Is In accordance with Section 4.32. Installation In an attic or crawl space must be as described In Section 4A. 5.3 The Insulation must not exceed the thicknesses noted In Sections 3.2, 4.3, and 4A. 5A The insulation must be protected fromexposureto the weather during and after application. 5.5 The Insulation must be applied by contractors certified by SES Foam. 5.6 Use of the Insulation In areas where the probability of termite Infestation is 'very heavy' must be. In accordance with 2012 IBC Section 2603.9 (2009 IBC Section 2603.8) or IRC Section R318A, as applicable. 5.7 Jobsite certification and labeling of the insulation must comply with IRC Sections N1101.4 and N1101.4.1 and IECC Sections R303.1.1 and 303.1.1.1, as applicable. 5.8 When use is on exterior wall of buildings of Type 1, 11, III or IV construction, construction must be as described In Section4.5 and Table 2. 5.9 A vapor retarder must be installed In accordance with the requirements of the applicable code. 5.10 Sucrasealm 0.5 spray polyurethane foam plastic Insulation is produced in St. Louis, Missouri, under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Spray -applied Foam Plastic Insulation (AC377), dated November 2012 (editorially corrected April 2013), including reports of tests In accordance withAppendix X of AC377. 62 Reports of mom comer fire -testing In accordance with NFPA 286. 6.3 Report of air permeance testing in accordance with ASTM E283. 6.4 Report of potential heat testing in accordance with NFPA 259. 6.5 Report of fire propagation testing In accordance with NFPA 285. 6.6 Engineering evaluation extending NFPA 285 testing to various exterior wall constmdions., 7.0 IDENTIFICATION Components of the Sucraseal" 0.5 spray polyurethane foam plastic insulation are identified with the manufacturers name (SES Foam) and address; the date of manuracture or the lot number, the product trade name (Sucrasealm 0.5 ); the mixing instructions; the density, the Same -spread and smoke -developed Indices: and the evaluation report number (ESR.3375). 8.0 OTHER CODES In addition to the codes referenced In Section 1.0, the products in the report were evaluated for compliance with the requirements of the following codes: ■ 2006 intemational Building Codee ■ 2006 International Residential Code® ■ 2006 Intemational Energy Conservation Code® The products comply with the above mentioned codes as described In,Sections 2.0 through .7.0 of this report, with revisions as noted below. ■ Application with and without a. Prescriptive Thermal Barrier: See Section 4.3. except the approved thermal barrier must be installed in accordance with Section R314.4 of the 2006 IRC. ■ Application with a Prescriptive Ignition Barrier. See Section 4A.1, except an ignition barrier must be installed in accordance with Section R314.5.3 or R314.5A of the 2006 IRC. ■ Application without a Prescriptive Ignition Barrier: See Section 4.4.2, except that combustion air is provided in accordance with Sections 701 and 703 of the 2006 IECC. ■ Protection against Termites: See Section 5.6, except use of the insulation in areas where the probability of termite Infestation if 'very heavy must be In accordance withSection R320.5 of the 2006 IRC. ■ Jobsite Certification and Labeling: See Section 5.7, except jobsite certification and labeling must comply with Sections 102.1.1 and 102.1.1.1. as applicable, of the 2006 IECC. ESR-3375 I Most Widely Accepted and Trusted Page 4 of 4 TABLE 1—THERMAL RESISTANCE (R-VALUES12) THICKNESS (inches) R-VALUE (OF•fe-hlBtu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For Sl: 1 inch=25A on, 1^F-ff49Btu=0.176110K-01W. W-values are calculated based on tested Kvalues at 1- and 3.5-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS 1— Concrete wall 2— Concrete Masonry wall Base wall system — Use either 3 —1 layer of 61,4nch thick Type X gypsum wallboard installed on the interior side of minimum V1. inch 1, Z or 3 deep minimum 20 gauge stuck steel studs spaced a maximum of 24anch on center. Lateral bracing installed minimum every 4 R vertically or as required. Wall stud cavities shag be filled at each floor fine with minimum 416/it' mineral -fiber insulation friction fit between steel wag studs. ResgientChannel — For use with Base Wag System 3 above 1—None 2— Double teg °haC shaped steel resilient channel installed perpendicular to the wall studs (interior side — Use either 1 or 2 only) and spared a maximum of 24anches on center between steel studs and Type X gypsum wallboard. Entire perimeter of window opening to be framed with resilient channel. Perimeter Fire Bonier System. Perimeter fire barrier system complying with Section 715.4 of the 2012 IBC shall be installed to fill the void between the edge of the concrete floor slab and the interior surface of the exterior wall assembly. Fug wag stud cavity depth or less of SucmSealTM 0.5 spray -applied foam plastic insulation applied using Wall Stud Cavity Insulation exterior gypsum sheathing as the substrate and covering the width of the cavity and the inside of the steel wag stud framing flange. Exterior sheathing —For Base Wall System 3 above 51,4ndx thick Type X exterior type gypsum sheathing complying with ASTM CI 177. 1—Any non-combustible exterior wall covering material Exterior Wall Covering— Use 2—Any non-combustible exterior wall covering system.wi0ra combustible WRB that has successfully been either 1, 2, or 3 tested in accordance with NFPA 285. (see Note 7 below) .3—Metal Composite Material (MCM) Mitsubishi Plastic Composites Amerira, Inc, AlpolirJfrwall panels (see ICC-ES ESR-2653) or Alcoa Ardxitedural Products Reynobond FIR 6mm panels (see [CC -ES ESR- 3435 where there is no exterior insulation in the cavity behind the panels. Flashing of window, door and As an option, flash around.window, door and other exterior penetrations with funited amounts of:maximum other exteriorwall penetrations. 124nch wide acrylic, asphalt or butylbased gashing tape or liquid applied membrane material. For SI: 1 inch =25A mm-, 1 pd= 16.0 kglm'. Note 3: Exterior wall coverings shall be installed in accordance with the manufacturer's installation requirements and must comply. with the applicable provisions of IBC Chapter 14 and IRC Chapter 7. IMES Evaluation Report ESR-3375* Seal and Insulate with ENERGY STAR®Supplement Issued August 2014 This report is subject to renewal August 2016. www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the international Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal, Insulation REPORT HOLDER: SES FOAM 400B LOUETTA ROAD, #538 SPRING, TEXAS 77388-0405 (713) 239-0252 www.seifoam.com EVALUATION SUBJECT: SUCRASEALm 0.5 AND SES FOAM 0.5lb SPRAY: SPRAY -APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR® Program —Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: ■ Thermalresistance ■ Surface,buming characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement Is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR 3375 have. been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STARe Program, as set forth In the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is'defined as "Spray or Pour foam Insulation.' The requirements for •testing, laboratory• qualification and product sampling; as well as the specific material and test standards and editions used in.this evaluation, are as set forth in the applicable documentation noted in Section 6.6 of.the master evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements ror Residen0al Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used toslow down heat flow. It may be mineral or organic, fibrous, cellular, orreflective (aluminum foil). It maybe In rigid, semirigid, flexible, or loose -fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation: A thermal Insulating material that is sprayed or poured (as a gel or foamy liquid) Into place, and expands or sets Into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials Include, but are not limited to polyurethane,. polyisocyanurate, phenolic, and cementiflous insulation. 3.3 Insulation Performance Definitions: R-value: The Inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between.the two surfaces, under steady state conditions, per unit area. For the purposes of the Copyrig5102015 Paget of ESR-3375 I Most Widely Accepted and Trusted Page 2 of 6 Seal and Insulate with ENERGY STAR® program, Imperial units will only be accepted [(h•f?-'F)IBtu). Smoke -Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame -Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or Ore compared to red oak and inorganic cement 3A Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375, based upon testing. 3.5 Installation: 3.5.1 General: The installation of the insulation must be In accordance with the. requirements set forth in Sections 4.0 and 5.0 (as applicable) of ESR-3375. The insulation is manufactured on -site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following Information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: 'F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT (PPE): a. Skin: Wear gloves., coveralls, apron and boots as necessary to prevent contact of liquid components or partially -cured SPF with skin. When handling liquid components, gloves should be made of nitrile, neoprene, butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray applicetion, eye protection may be provided by a full -face or hood respirator. c. Respiration: Firms engaged In the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air -purifying respirators (APR), powered air -purifying respirators (PAPR), or supplied -air respirators (SAR). 4. VENTILATION: Provide ventilation and other engineering, controls to exhaust vapors from work areas and to protect building occupants and other trades.' 3.5.2 Occupancy Time after Installation: The re-entry or re -occupancy time shall be in accordance with the manufacturer's Installation Instructions, which state the following: 'G. RE-ENTRY SucrasealT 0.5 reads, and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time.' 3.5.3 Figures: The figures shown represent general installations of the insulation in the following applications: above -grade wall, below -grade -wall, vented and unvented crawl space, unvented cathedral ceiling, and vented and. unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued August 2014. ESR-3375 I Most Mdefy Accepted and Trusted Page 3 of 6 oop OoopOopOooP o°oo 0°oopp Dop pO.°p OpppOpOO o° OoopOo°°oo pOoop°o oo° o°° opOo°° o°°oop o°°Oo°°o°°oop°o °op00000°000pOo°°oo °o00 0 °p0°0o °O°°p O°°-000 0°00° °0 000 o0O p,°oOo 0 0° 0 00000o °o o°o °oo °0°000° Interior Partition °000O °000 oopopDpo °o°poo° 000°o Interior Finished Surface 00000000°o�(1/24nchSheetrock) 0 0 0 0 0 oo00 00oo o°o 0°00 "� SUCRASEAL 0.5 or o°0,00000 SES Foam 0.5 lb Spray OoO o°0 °p0°°po 0000°0°° Exterior Sheathing o° 0ptl °p°op SUCRASEALTM0.5 SES FOAM 0.5 LB SPRAY ABOVE GRADE WALL INSULATION SES 05.1 062914 ESR-3375 I Most Widely Accepted and Trusted Page 4 of 6 rnsnwry m Nndwr 08uoaw, (tr24nch ahooDnck). .4- M-- WASrAPOSm Fm D.Smepmy SES O5-2 1 062914 Baffle to provide air space between l Therma insulation and roof Thermal deck. (as required by local code) Vented Soffit SES Foam 0.5 lb Spray SUCRASEALTM 0.5 or SES Foam 0.5 to Spray 'Where attic entry Is for the service of utilities only, thermal and igniton barrier on the attic .side of the sorav foam surface I ec--c ie'evonv I VENTED ATTIC. FLOOR!SOFFIT I SES 053 W62M U I ESR-3375 I Most Widely Accepted and Trusted Page 5 of 6 s: e SubOoor SUCRASEAL" 0.5 or SES Foam 0.5 It, Spray Header °..... °sit sash-% ao oee�ooe J .Joist. Floor Cross Section Thermal Barrier' (as required by Exterior Grade local code) v\ 6' Mn Footers` Vapor Barrier •'_ •.,•'. _' ���///\�//�\�/// 'Where crawlspace entry is for the •'.' :'i -; • ••, \ \ \ service of utililiesonly, thermal ' r •�•.': -: + • �': /\///\///\/�/ and igniton barrier on the rrawlspace side of the spray foam surface may be omitted. Lra SUCRASEA0.5 RFR Fr1AM n R I RRPRAY CRAWLSPACE: VENTED SES 05-4 0628 14 Sub600r °spa Header., Sill °' Joist a8a=a :gaga , Thermal Barrier' (as required by aga1, E:ter1g Grade , local code) SUCRASEAL 0.5 or SES Foam 0.6 lb Spray T Footers` 6' Min Vapor Barrier // // •: •%r•',' // 'Where crawlspace entry is for the service of utilities only, thermal and igniton barrier on the crawlspace side of the spray foam surface may be omitted. SUCRASEAL"0.5 SES FOAM 11.5 LB SPRAY CRAWLSPACE: UNVENTED SES 29 4 ESR-3375 I Most Wrltlely Accepted and Trusted Page 6 016 Note: In cold climates, embed metal connector plates In spay foam to pmvem Wrner•4mo cowenml'cn. SUCRASEALTM 0.5 or SES Foam 0.5 lb Spray Thermal Barrier' (as required by local code) Noto: Local building codo,nmy require the use of a vapor retarder In mid 'crannidzones. Ceiling / Thermal Barrier as required by local building code. 'Where of is entry Is for the service of utifities only, thermal and Igmtan bamer on the atdc aide of the spray foam sudace mayb8o,T9Ued I ece'cnnr. � o ®ev I LINVENTED ATTIC/INSULATED ROOF DECK I SES 0S6 1 062914 1 SUCRASEAL7 0.5 or SES Foam 0.5 Ib Spray Note: The local building code may require the Installation or avapor barrier In void climate zones. CATHEDRAL CEILING REPORT NUMBER: 100432887SAT-002A_Rev ORIGINAL ISSUE DATE: June 28, 2011 REVISED DATE: January 9, 2012 EVALUATION CENTER Intertek Testing Services NA Inc. 16015 Shady Falls Rd. Elmendorf, TX 78112 RENDERED TO SES Foam 6372 Pawney Lane Dubuque IA 52002 PRODUCT EVALUATED: SES Foam 0.50 pcf Spray foam EVALUATION PROPERTY: Heat Release, Flame Spread Report of testing SES Foam 0.50 pcf Spray foam for compliance with the applicable requirements of the following criteria: [CC -ES AC377 Appendix X, Approved June, 2010. This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to an party, other than to the Client in accordance with the agreement for any loss, expense or damage o$the th report. Only the Client is authorized to copy or distribute this report and then only in its entirety. Any me one of its marks for the sale or advertisement of the tested material, product or service must first l i w in Intertek. The observations and test results in this report are relevant only to the sample tested. This ref do y that the material, product or service is or has ever been under an Intertek certification program. Page 1 of 15 0 SES Foam Project No. 100432887SAT-002A-Rev January 9, 2012 Page 2 of 15 I gable of Contents INTRODUCTION 3 TEST SAMPLES 3 TESTING AND EVALUATION METHODS 3 TESTING AND EVALUATION RESULTS 5 CONCLUSIONS 6 APPENDICES Appendix A: DATA 7 Appendix B: PHOTOGRAPHS 12 LAST PAGE 15 In SES Foam Project No. 100432887SAT-002A_Rev 2 Introduction January 9, 2012 Page 3 of 15 Intertek Testing Services NA (Intertek) has conducted testing for Solomon Environmental Solutions on SES Foam 0.50 lb Spray foam, to evaluate heat release and flame spread properties when subjected to specific ignition conditions. Testing was conducted in accordance with [CC -ES AC377 Appendix X, Approved June, 2010. This evaluation was performed on June 28, 2011. 3 Test Sam 3.1. SAMPLE SELECTION Samples were randomly selected on 6-15-11 by Quality Control Consultants at the Maclan Industries, Inc. manufacturing facility, located at 9601 Lilac Drive St. Louis, MO 63137. Samples were received at the Evaluation Center on 6-17-11. 3.2. SAMPLE AND ASSEMBLY DESCRIPTION The three walls of the test specimen consisted of 2x12 studs spaced 24" o.c. The ceiling was constructed using 2x12 joists spaced 24" o.c. running parallel to the side walls. The exterior of the studs and joists were covered with 5/8" thick gypsum board. The final interior dimensions were 8 feet high, 8 feet wide and 12 feet deep. The stud cavities were filled with 11-1/2 inches of SES Foam 0.50 lb Spray foam (calculated density of 0.73pcf). The joists were filled with 12 inches of SES Foam 0.50 lb Spray foam (calculated density of 0.73pcf). Foam was trimmed in corners only. The back corners of the room are applied so that they meet the criteria per Figure X3 in AC377. 4 Testinca and Evaluation Methods This standard describes a method for determining the contribution of spray foamed plastic to room fire growth during specified fire exposure conditions. This method is not intended to evaluate the fire endurance of assemblies, nor is it able to evaluate the effect of fires originating within the wall assembly. The method is not intended for the evaluation of floor finishes. The test indicates the maximum extent of fire growth in a room, the rate of heat release, and if they occur, the time to flashover and the time to flame extension beyond the doorway following flashover. It does not measure the fire growth in, or the contribution of, the room contents. Time to flashover is further noted by a pair of crumpled single sheets of newspaper placed on the floor 2 feet out from the center of the rear wall and front walls to determine flashover per the SES Foam January 9,, 2012 Project No. 100432887SAT-002A_Rev Page 4 of 15 NFPA 286 method. The spontaneous ignition of this newspaper provides the visual indication of flashover. The potential for spread of fire to other objects in the room, remote from the ignition source, is evaluated by measurements of: 1. The total heat flux incident on the center of the floor. 2. A characteristic upper -level gas temperature in the room. 3. Instantaneous net peak rate of heat release. 4. Projection of flames out the doorway. The potential for the spread of fire to objects outside the room of origin is evaluated by the measurement of the total heat release of the fire. TEST EQUIPMENT AND INSTRUMENTATION IGNITION SOURCE The ignition source for the test is a gas burner with a nominal 12- by 12-inch porous top surface of a refractory material. The burner used at this laboratory is filled with a minimum 4-inch layer of Ottawa sand. The top surface of the burner through which the gas is applied is positioned 12 inches above the floor, and the burner enclosure is located such that the edge of the diffusion surface is located as per Figure X3 in AC377 in either back corner of the room opposite from the door. The gas supply to the burner is C.P. grade propane (99 percent purity). The burner is capable of producing a gross heat output of 40±1 KVV for five minutes followed by a 160±5 kW for ten minutes. The flow rate is metered throughout the test. The design of the burner controls is such that when one quarter -turn ball valve is opened, the flow of gas to the burner produces 40 kW and when a second quarter -turn valve is opened the combined flow produces 160 kW. COMPARTMENT GEOMETRY AND CONSTRUCTION The interior dimensions of the floor of the fire room, when the specimens are in place, measures 8 feet, by 12 feet. The finished ceiling is 8 feet ± 0.5 inches above the floor. The four walls are at right angles defining the compartment. The compartment contains a 30 ± 0.25 by 80 10.25 inch doorway in the center of one of the 8' by 8' walls. No other openings are present to allow ventilation. PROCEDURE SUMMARY OF METHOD A calibration test is run within 30 days of testing any material as specified in the standard. All instrumentation is zeroed, spanned and calibrated prior to testing. The specimen is installed and the diffusion burner is placed. The collection hood exhaust duct blower is turned on and an initial flow is established. The gas sampling pump is turned on and the flow rate is adjusted. When all instruments are reading steady state conditions, the computer data acquisition system and video equipment is started. Ambient data is taken then the burner is ignited at a fuel flow rate that is known to produce 40 kW of heat output. This level is maintained for fi,lydin�rs Py which time the fuel flow is increased to the 160 kW level for a 10-minute period. D rirf��dlthPPP����bu 0 (3 . ..: SES Foam. Project No. 100432887SAT-002A_Rev January 9, 2012 Page 5of15 period, all temperature, heat release and heat flux data is being recorded every 6 seconds. At the end of the fifteen minute burn period, or failure the burner is shut off and all instrument readings are stopped. Post test observations are made and this concludes the test. All damage is documented after the test is over, using descriptions, photographs and drawings, as is appropriate. 4.1. TEST STANDARD ICC-ES AC377 Appendix X, Approved June 2010 acceptance criteria for spray -applied foam plastic insulation. 5 Testing and Evaluation Resu is 5.1. RESULTS AND OBSERVATIONS FIRE TESTS The test was started at 10:40 a.m. on June 28, 2011. The ambient temperature was 867E with a relative humidity of 67%. The data acquisition system was started and the burner was ignited. Events during the test are described below: TIME (min:sec) OBSERVATION 0:00 Ignition of burner. Heat output set to 40 kW. 0:03 Discoloration on the wall surface. 0:07 Light smoke 0:12 Flame tips 7ft vertically in corner above burner 0:18 Increase in smoke 0:56 Flame tips recede to 4ft vertically above burner 1:28 No change 2:29 Intermittent flaming on back and side wall 3 ft vertically above burner 3:00 No change 4:18 Test complete Test Data Criteria Time min:sec Heat Release Rate >1000kW Did not occur Heat Flux>20KW/m2 Did not occur Average ceiling temperature > 600°C 11127E Did not occur Flames out the door Did not occur Average of the above 0:00 SES Foam January 9, 2012 Project No. 100432887SAT-002A_Rev Page 6 of 15 6 Conclusions ICC-ES AC377 Appendix X pass/fail criteria require the assembly to meet or surpass 4:18 min:sec. This assembly met the requirements. INTERTEK TESTING SERVICES NA Reported by: Troy G. Bronstad Senior Associate Engineer Reviewed by: Joseph Zatopek Test Engineer SES Foam Project No. 100432887SAT-002A_Rev APPENDIX A Test Data January 9, 2012 Page 7 of 15 SES Foam January 9, 2012 Project No.] 00432887SAT-002A_Rev Page 8 of 15 2000 1800 1600 1400 ai 1200 w a 1000 d a E F- 800 600 400 200 Thermocouple Data 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 time (minutes) SES Foam Project No. 100432887SAT-002A_Rev 0.2 0.18 0.16 0.14 N E w 0.12 f0 � 0.1 m a x 0.08 O E CO 0.06 0.04 0.02 Smoke Release u u.5 1 1.5 2 2.5 3 3.5 4 4.5 time (minutes) January 9, 2012 Page 9 of 15 35 30 25 iff 5 M SES Foam Project No. 100432887SAT-002A_Rev 900 800 700 600 $ 500 0 x e 400 0 A 300 200 100 0 0.5 1 1.5 f" Heat Release 2 2.5 3 time (minutes) January 9, 2012 Page 10 of 15 3.5 4 4.5 18 16 14 12 N d 10 it m 8 � w m e w 6 4 2 0 5 SES Foam Project No.100432887SAT-002A_Rev 0.9 0.8 0.7 0.6 « 0.5 E 0.4 0.3 0.2 0.1 January 9, 2012 Page 11 of 15 Radiant Heat VII u U.b 1 1.5 2 2.5 3 3.5 4 4.5 time (minutes) rC I SES Foam Project No. 100432887SAT-002A_Rev APPENDIX B Photographs January 9, 2012 Page 12 of 15 F. '.; Iva C 1A lntert'�zc SES Foam Project No. 100432887SAT-002A_Rev LAST PAGE OF TEST REPORT REVISION SUMMARY DATE SUMMARY June 28, 2011 First issue. No revisions. January 99, 201 _ Added calculated density to 0.73pcf January 9, 2012 Page 15 of 15 FORM R405-2014 * 1508 v02.97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method ProjectName: Loll9TarponFlats BuilderName: PHOENIX REALITY HOMES Street: 3931 Duneside Drive Permit Office: City, State, Zip: ,FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types(2840.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Int lnsul, Exterior R=4.1 2515.00W b. Frame- Wood, Exterior R=11.0 325.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 10.Ceiling Types (2338.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2338.00 ft2 6. Conditioned Floor area above grade(ft2) 2338 b. N/A R= ft2 Conditioned Ooorarea belowgrade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(473.4 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 467.6 a. U-Factor: Dbl, U=0.27 473.44 ft2 SHGC: SHGC=0.28 b. U-Factor: N/A ft2 12. Cooling systems kBtulhr Efficiency SHGC: a. Central Unit 47.5 SEER:15.00 c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heal Pump 45.5 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 7.641 ft. Area Weighted Average SHGC: 0.280 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2338.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 2338.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Area: 0.202 Total Proposed Modified Loads: 67.19 SS PASS -Glass/Floor Total Baseline Loads: 69.23 r/-1�7�7 I.hereby certify that the plans and specifications covered by Review of the plans and FiHE 574j, this calculation are in compliance with the Florida Energy specifications covered by this �O� Code. calculation indicates compliance r�"�' o„ 7 .�� 4, with the Florida Energy Code. PREPARED BY: Before construction is completed tj DATE: qL( this building will be inspected for 1:4".}TI4j,.. compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Cod CDD wr"v OWNER/A NT /. BUILDING OFFICIAL: DATE: �n/T DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. - Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.050 On for whole house. ,iv, VM 918/20152:41 PM EnergyGauge®USA- FlaRes2014 Section R405.4.1 Compliant Software T ®ow Page 1 of FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. LOT 19 TARPON FLATS,, FL,(.3 ) .� 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Numberof Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.27 SHGC: SHGC=0.28 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) Single-family 1 3 No 2338 Area 473.44 ft2 ft2 ft2 ft2 8. Floor Types Insulation a.Slab-On-Grade Edge Insulation R=0.0 b. NIA R= c. N/A R= 7.641 ft. 0.280 Area 2338.00 ft2 ft' ft2 9. Wall Types a. Concrete Block- Int Insul, Exterior b. Frame- Wood, Exterior c. N/A d. NIA 10. Ceiling Types a. UnderAttic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installedfte: ftatu, Builder Signatug Date: Address of New HCity/FL Zip: Insulation Area R=4.1 2515.00 ft' R=11.0 325.00 ft' R= ft' R= ft2 Insulation Area R=30.0 2338.00 ft' R= ft2 R= ft2 R ft2 6 467.6 kBtu/hr Efficiency 47.5 SEER:15.00 kBtu/hr Efficiency 45.5 HSPF:8.50 Cap: 50 gallons EF: 0.94 Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/4/2015 5:59 PM EnergyGauge@ USA- FlaRes2014 -Section R405.4.1 Compliant Software Page 1 1 Manual S Compliance Report Job: LOT 19 TARPON FLATS ° WrilghtsoW p P Date: 09.04.15 Entire house By: BENTLEY DEL AIR HEATING & AIR CONDITIONING r,r,,- X...__ a tF`:GY1{^.• A. 41'L. XP L °si11f i" dal Project;lnforin'ation' For: PHOENIX REALITY HOMES LOT 19TARPON FLATS C.°i7 it ".u,CpoO'Iin,,ment' Design Conditions Outdoor design DB: 90.5 °F Sensible gain: 38806 Btuh Outdoor design WB: 77.7OF Latent gain: 6366 Btuh Indoor design DB: 75.0 OF Total gain: 45172 Btuh Indoor RH: 50% Estimated airflow: 1583 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carder Model: 25HBC548A" 30+FX4DN(B,F)049L Actual airflow: 1583 cfm Sensible capacity: 38126 Btuh 980/6 of load Latent capacity: 7558 Btuh 1190% of load Total capacity: 45684 Btuh 101%of load SHR: 83% Design Conditions Outdoor design DB: 43.1 °F Heat loss: 33866 Btuh Indoor design DB: 70.0 OF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carder Model: 25HBC548A"30+FX4DN(B,F)049L Actual airflow: 1583 cfm Output capacity: 45074 Btuh 133% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1583 cfm Output capacity: 5.2 kW 520% of load Temp. dse: 50 `F The above equipment was selected in accordance with ACCA Manual S. ^, +Wrightso'f o Right.suite® Ualversal 201515.0.18 RSU08057 )m...sltyFbms\Letl9TarponFlalS\Lotl9TarponFlats.rup Cale - MJ8 House faces: SE Entering coil DB: 77.9°F Entering coil WB: 64.1 XF Entering coil DB: 69.1 OF Capacity balance: 35 OF Economic balance: -99 `F Job: LOT 19 TARPON FLATS nil W�tSUft" Component Constructions Date: 09.04.1.15 Entire douse By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: PHOENIX REALITY HOMES LOT 19TARPON FLATS rt .B.'k'ai n •-.9 ]e_sinHIU6h i fc Location: Indoor: Heating Cooling Vero Beach Municipal AP, FL, US Indoor temperature (OF) 70 75 Elevation: 30 It Design TD (F) 27 16 Latitude: 28 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) -0.2 58.7 Dry bulb (°F) 43 91 Infiltration: Daily range (°F) - 16 (L ) Method Simplified Wet bulb (°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Galn W atubm' T ft�-TI h BtuhRF Bluh BIuhM' 8Wh Walls 13A-2ocs: Elk wall, stucco e1d, r-2 ext bd ins, 8" thk, 1/2" gypsum board ne int fnsh as sw nw all Partitions 12B-Osw: Frm wall, r-11 cav ins, 112" gypsum board int fnsh, 2"z4" wood frm, 16' o.c. stud Windows 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.28); 2.17 ft overhang (5 ft window ht, 0.83 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, and no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.28); 2.17 ft overhang (6.3 ft window ht, 0.83 ft sep.); 6.67 ft head ht 1OC-m:2 glazing, clr outr, air gas, mtl no brkfrm mat, clr low-e innr, 1/4" gap, 118" thk; NFRC rated (SHGC=0.28); 14 ft overhang (8 ft window ht, 3 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.28); 2.17 ft overhang (2 ft window ht, 0.3 ft sep.); 6.67 It head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.28); 2.17 ft overhang (2 ft window ht, 0.83 ft sep.); 6.67 It head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.28); 2.17 It overhang (4.2 ft window ht, 0.83 ft sep.); 6.67 ft head ht 402 0.201 0 5.41 2174 4.04 1624 507 0.201 0 5.41 2740 4.04 2048 467 0.201 0 5.41 2526 4.04 1887 647 0.201 0 5.41 3497 4.04 2613 2023 0.201 0 5.41 10936 4.04 8172 304 0.097 11.0 2.61 792 1.59 483 ne 13 0.270 0 7.26 97 23.4 312 nw 28 0.270 0 7.26 200 23.4 643 all 41 0.270 0 7.26 297 23.4 954 ne 35 0.270 0 7.26 252 23.4 810 se 19 0.270 0 7.26 137 17.8 336 nw 27 0.270 0 7.26 198 23.4 638 nw 25 0.270 0 7.26 183 23.4 589 nw 69 0.270 0 7.26 503 23.4 1619 all 175 0.270 0 7.26 1274 22.8 3991 se 24 0270 0 7.26 174 7.04 169 se 12 0.270 0 7.26 87 10.1 121 all 36 0.270 0 7.26 261 8.04 290 se 11 0.270 0 7.26 77 10.1 107 as 8 0.270 0 7.26 58 10.1 80 as 17 0.270 0 7.26 122 14.9 250 2015.Sep-05 09:38:21 WrightSOft` Right -Suite® universal 201515.0.18 RSb08057 Page 1 ...altyFbmes\Lotl9TarponFlats\Lotl9TarponFlats.mp Calc - MJ8 House laces: SE 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, se 38 0.270 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.28); 6 ft overhang (6.3 ft window ht, 3 ft sap.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, sw 19 0.270 114" gap, 1/8" thk; NFRC rated (SHGC=0.28); 35.5 ft overhang (6.3 ft window ht, 2 it sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, sw 64 0.270 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.28); 16 it overhang (8 ft window ht, 2 ft sap.); 6.67 ft head ht 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, nw 64 0.270 1/4" gap, 118" thk, NFRC rated (SHGC=0.28); 10 ft overhang (8 It window ht, 2 ft sep.); 6.67 It head ht Doors 0 7.26 275 10.1 380 0 7.26 137 10.1 190 0 7.26 465 10.1 644 0 7.26 465 23.4 1495 11 DO: Door, wd sc type n 21 0.390 0 Ceilings 1613-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 112" 2340 0.032 30.0 gypsum board int fnsh Floors 22A-cpl: Bg floor, light dry soil, on grade depth, carpet flr fnsh 250 0.989 AA "11'' Wr'Igl'1t6OW Right-Suite®Uniwmal201515.0.i8RSUOB057 ^^...altylbmes\Lotl9TarponFlats\LotlgTarponFlats.rup Calc-MJB Housefaces:SE 0 10.5 224 11.4 243 0.86 2014 1.69 3946 26.6 6638 0 0 6a Project Summer Job: LOT 19 TARPON FLATS Wrightsoft" 1 y Date: 09.04.15 Entire House By: BENTLEY DEL AIR HEATING &AIR CONDITIONING q,. e y r ,8{•L v#6 x#b� #a=s h A eaa3%, a.. s � a Vie. �,rol ct l�io raa#ron_ -irk 20 ri iY For: PHOENIX REALITY HOMES LOT 19TARPON FLATS Notes: P .. .n. .. u'JI l ✓. .' .AE r,' (;r Y iF A e� s .xa.;ti•. z,a 4 4 t o �.. ,`.: .1 h'4I a n�IrZfoKmation��.• ..., Weather: Vero Beach Municipal AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 43 `F Outside db 91 OF Inside db 70 OF Inside db 75 OF Design TD 27 OF Design TD 16 OF Daily range Relative humidity L 50 % Moisture difference 59 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27724 Btuh Structure 28294 Btuh Ducts 6142 Btuh Ducts 10512 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33866 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 38806 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3488 Btuh Ducts 2878 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 2338 2338 Equipment latent load 6366 Btuh Volume (fta) 23400 23400 Air changesthour 0.32 0.16 Equipment total load 45172 Btuh Equiv. AVF (cfm) 125 62 Req. total capacity at 0.75 SHR 4.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC548A"30 Cond 25HBC548A"30 AHRI ref 6936854 Coil FX4DN(B,F)049L AHRI ref 6936854 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 35625 Btuh Heating output 45500 Btuh @ 47OF Latent cooling 11875 Btuh Temperature rise 26 OF Total cooling 47500 Btuh Actual air flow 1583 cfm Actual air flow 1593 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. + 5 wrig 1tS011'r Right -Suite® Unwrsal 201515.0.18 RSU08057 %Voo .� ... altyHomes\Lotl9TarponFlats\Lotl9TarponFlats.rup Ca1c=MJ8 House Faces:SE 3S:seoel asnoH 9PW-also dm'slelduodjel6Llol\slelAuodiel6Llal\sawoH611e LSOSOnSU 9L'O'9L 9103 lesianlun 9allnS-146!ki We �� E9Z E851 £BS4 (wlo) Pannbal xV 8ZL9 mg 9088E 99me Peal wool lelol CM ZZAL %Le °/azz 3190L ZK9 %Le %ze SPwl Iona SL 906Y ZM 46Ze1 VeLLZ leiolgnS 4L 0 0 0 0 uollnquisg»y 0 0 0 0 lalsuell San 0 0 0 0 Pwl lewaaa SWI 906V ZM 4638Z tuLZ (eL at 9 soup) pelolq^S 009 004Z 1941o/saomijddV OM L 09" S OEZ po swednoo0 !WIBB jewalul EL 0 0 0 O uopepw� wooy (q Lot M ml 689E uollmll!WI (s a 898E 396E L89M 9E07Z u26/ssol edolanu3 69Z 996Z uopnme 03V (a 9 0 LLLL 4b 9ZE 0 8699 OS3 066E 000 0993. - 686'0 Ido-vzz j m OR Sze Sz£ 966E M03 owz 06EZ 691 98'0 - Z£0'O MC-89i 0 0 0 0. 0 LIVE 4Z3 tZ LZ 681t Wot u 06E'0 oau O-- 0 0 0 0 e66 Z61 VO£ 06 69'L L9'Z L60'0 MSO'ffZL Fl 0 0 0 0 964L 996 0 49 LE'M 93•L Mu OLZ'0 pwoZ-VZ 0 0 0 0 Mtmg 0 69 LE'£Z 931 mu OLZ'0 WOZ-vZ 669 Eet 0 SZ 699 E6L 0 SZ L 9 mu OLZ'0 0E9 96l 0 LZ M0l 0 LZ e Lez '63 9el Z'L WOUW 0 0 0 0 EV9 0OZ 0 BZ LE'EZ 9Z'L emnu OLZ'O woz-vz K* 189 Lot 09L El9Z L66E L49 098 40'4 L4'S mu 1030 SOOZ-VEL 0 0 . 0 0 V09 Sot SM 49 90'0t 9Z'L ms OLZ'0 PwoZ-VZ 0 0 0 0 061 M 9E 61 90'0t 9Z'L MS OLZ'0 woe-va LOL 966 SLL 9Lt L89t 9ZSZ L9b OSS 40'4 tb'9 MS LOZ'0 SWZ-VEL 0 0 0 0 IM L9 4z Zt 90"Ol 931 as 013'0 woz-vz 0 0 0 0 OBE SLZ 9L es 90.0t 93'L as 000 woz-VZ 9E6 Lot 9 6t 926 LEL 9t 6t 9L'LL 9Z'L as OLZ'0 woe-VZ 0 0 0 0 09Z ZZt ZZ LL 99'bt 93'L as OLZ'0 woz-vZ 0 0 0 0 09 89 9t a 90'0t 931 as OL3'0 woZ-VZ 0 0 0 0 Lot LL LZ Lt 90'Ot 9Z'L as OLZ'0 WoZ-VZ 0 0 0 0 69t 4Lt o6 4Z 50'L 9Z'L as OLZ'0 WOOL It 86E 99P 99 SOt ewz OVLZ Log Se9 90'4 t4'9 as M'O SXZ-Vsl 0 0 0 0 Ote E93 0 SE LE'EZ 93'L au OL3'0 WOE-VE 0 0 0 0 . 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DjT71,Pd6VG Job: LOT 19 TARPON FLATS, Date: 09.04.15 By: BENTLEY 1 Room name MASTER BATH MASTER W.C. 2 wall 25.5 it 2.5 it 3 Msed Room height 10.0 it , heaticool 10.0 it heat/owl 4 Room dimensions 1.0 x 164.0 It 5.5 x 5.5 1t 5 Room area 164.0 it' 30.3 ft' Ty Construction UArdlue Or HTM Area M Load Area (III toad number (Bluh/fti'q (Bluwft% or perimeter (it) (Btuh) or perimeter (it) (Btuh) Heat Coal Gross N/P/S Heat Coot Gross N/P/S Heat Cool 6 t?! 13A-2ocs 0.201 no 5.41 4.04 90 90 487 364 25 25 135 101 It--�1•' 2A-2om 0.270 ne 7.26 23.37 0 0 0 0 0 0 0 0 2A-2am 0.270 ne 7.26 23.37 0 0 0 0 0 0 0 0 13A-2ocs 0.201 se 5AI 4.04 145 130 705 527 0 0 0 0 11 10C-m R270 se 7.26 7.04 0 0 0 0 0 0 0 0 2A-2cm 0.270 as 7.26 10.06 11 11 77 107 0 0 0 0 2A-2om 0.270 se 7.26 10.06 4 4 29 40 0 0 0 0 2A-2om 0.270 se 7.26 14.86 0 0 0 0 0 0 0 0 2A-2om 0.270 se 7.26 17.76 0 0 0 0 0 0 0 0 2A-2om 0.270 se 7.26 10.06 0 0 0 0 0 0 0 0 2A-2om 0.270 se 7.26 10.06 0 0 0 0 0 0 0 0 44}}ll 13A-2ocs 0.201 sw 5.41 4.04 20 20 108 81 0 0 0 0 -G 2A-2om 0.270 sw 7.26 10.06 0 0 0 0 0 0 0 0 2A.2cmd 0.270 sw 7.26 10.06 0 0 0 0 0 0 0 0 W, 13A-2ocs 0.201 nw 5.41 4.04 0 0 0 0 0 0 0 0 --G 2A-2am 0.270 nw 7.26 23.37 0 0 0 0 0 0 0 0 PA-2om 0.270 nw 7.26 23.37 0 0 0 0 0 0 0 0 AFL----GGGG 2A-2om 0.270 my 7.26 23.37 0 0 0 0 0 0 0 0 2A-20m 0.270 nw 7.26 23.37 0 0 0 0 0 0 0 0 2A-2omd 0.270 m 7.26 23.37 0 0 0 0 0 0 0 0 f3 12B-0sw 0.097 - 2.61 1.59 0 0 0 0 0 0 0 0 LO 11DO 0.390 n 10.49 11.39 0 0 0 0 0 0 0 0 C 16B30ad 0.032 0.66 1.69 164 164 141 277 30 30 26 51 F 22A-cpl 0.989 25.60 0.00 164 26 678 0 30 3 67 0 6 c)AED excursion -42 -5 Envelope losa/gain 2226 1353 228 147 12 a) Infiltration 377 109 37 11 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2603 1462 265 158 Less odemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2603 1462 265 158 15 Duct loads 22°h 379/6 577 543 22°/ 371/6 59 59 Total room load 3179 2005 323 217 Ar required (cfm) 149 82 15 9 -'lam wrightsofb' Right -Suite® Universal 201515.0.18 RSU08057 ... altyHbm s\Lotl9TarponFlats\Lotl9TarponFlats.rup Colo . MJ8 House faces: SE �p WA 41 N W +" W VIA (JN+ P» pI�DG'C f�/1 S w3 p.L m � a mo��� ,� 31D DmD ty .F'.oB.imXLmY o m .+ 16!ON �N'O,N �3p 5 3, 0043 4� 3n 3.$333333 � m F 3 p 5 W � 0 Fa3333fj �33$ �2 g � C+ o � ^ o m ate+ 00000000000000000000000?. 0N00� Pm �8�00000000000 �����mF �F Ffmmmmmmmm'm'm"m � m� + O)OOjJVVVVV VIJ VNNV HIV VVV Vf�fVI N O IV�VfT OOIN+�ONI�NNONIiW ONIi pIWm N Ai W N:+ W may y3 — 32 PT ApO OApO O VA OOVpp(A AcJ O 8 1p 1p tWOJJJVJAWNA001mOViWOO1 VOiAAVVA �'aN� o� JJOOOOOOOOO OOOOONOOOVIOO N.N 3� W O W W WW AV00000000000000 VIOOOVOOUI ((1 y O< K Z y ^_ O m 9 A 0 �O O O N pp O V p� !T yy N O ...... 0 O 000 O O O m ... N O 00 ^ m W S �W v 8 O mA AfVOOO tD 00 00 O N + Of000000000000000(N11000W00(J l4lp • � a S N y _ UN �Noo�0000i°n�om+r000000a000 o: w �'� oNi o i Z NO � V �D . 0000 o o owl.9iG 00 coo WK. 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D 0 U F 3mE^ ° qqV ��:-'��,NW, cgo Ncg �� ,;'H w � �E � 'c. �-C E� C c�� O g'Gk, W ¢8 wo d9` �NNCm m m ' (7 fm 4�r wrightsoft' Rig ht-M Worksheet Job: LOT 19 TARPON FLATS Date: 09.04.15 Entire House By: BENTLEY DEL AIR HEATING &AIR Sit CODISCO WAY. SANFORD. FL 3277TPFKD4ttT7�'StgzjVG 1 Roam name BED 2 BATH 2 2 Et4rosed wall 12.5 it 18.5 ff 3 Room height 10.0 it heat/cool 10.0 1t heat/cool 4 Room dmensions 14.5 x 12.5 it 6.0 x 12.5 It 5 Room area 181.3 fl' 75.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/It'-°q (Btuwft� or perimeter (it) (Btuh) or perimeter (it) (Bluh) Heat Cool Gross N/P/S Heat I Cool Gross N/P/S Heat Cool 6 ti4J 13A-2ocs 0.201 ne 5.41 4.04 125 90 4139, 365 - 125 112 604 451 I�-CC 2A-2om 0.270 no 7.26 23.37 0 0 0 0 13 0 97 312 2A-2om 0270 ne 7.26 23.37 35 0 252 810 0 0 0 0 13A-2as 0.201 se 5.41 4.D4 0 0 0 0 0 0 0 0 11 10C-m 0.270 as 7.26 7.04 0 0 0 0 0 0 0 0 2A-2om 0.270 as 7.26 10.06 0 0 0 0 0 0 0 0 2A-2om 0.270 se 7.26 10.06 0 0 0 0 0 0 0 0 PA-2cm 0.270 as 7.26 14.86 0 0 0 0 0 0 0 0 2A-2om 0.270 se 7.26 17.76 0 0 0 0 0 0 0 0 ?A-2om 0.270 se 7.26 10.06 0 0 0 0 0 0 0 0 2A-2om 0.270 se 7.26 10.06 a 0 0 0 0 0 0 0 13A-2ccs •0.201 sw 5.41 4.04 0 0 0 0- 0 0 0 0 2A-2om 0.270 sw 7.26 10.06 0 0 0 0 0 0 0 0 2A-2omd 0.270 sw 7.26 10.06 0 0 0 0 0 0 0 0 13A-2ocs 0.201 nw 5.41 4.04 0 0 0 0 60 60 324 242 2A-2om 0.270 rtw 7.26 23.37 0 0 0 0 0 0 0 0 2A-2om 0.270 nw 7.26 23.37 0 0 0 0 0 0 0 0 2A-20m 0.270 nw 7.26 23.37 0 0 0 0 0 0 0 0 2A-2om 0.270 nw 7.26 23.37 0 0 0 0 0 0 0 0 2A-2amd 0.270 nw 7.26 23.37 0 0 0 0 0 0 0 0 q 12B.Osw 0.097, - 261 1.59 145 145 378 231 0 0 0 0 t-D 11DO 0.390 n 10.49 11.39 0 0 0 0 0 0 0 0 C 16B30ad 0.032 - 0.66 1.69 181 181 156 306 75 75 65 126 F 22A-cpl 0.989 - 26.60 0.00 181 13 333 0 75 19 492 0 6 c)AED excursion -49 -� Envelope loss/gain 1607 1662 1582 1098 12 a) Infiltration 185 53 274 79 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appllances/other 0 0 Subtotal (lines 6to 13) 1792 1715 1855 1177 Less eMemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1792 1715 1855 1177 15 Duct loads 22'/e 370/6 397 637 22% 379/6 411 437 Total room load 2189 2352 2216 1614 Air required (cfm) 102 9s 106 66 4-1- wrrgh4.sofb Right-Suile® Universal201515.0.18 RSU08057 ...ally Homes\Lotl9TarponFlats\Loll9TarponFlats.rup Calc = MJ8 Housefaces: SE S C R m p_ Of�DCC fp _5 Qw SII n �~ DDD 9 a �i p nd N �2 ry N � N� a, y � ��p�NNNaIN �NN�NNIV NfJN 'P 1JN, OOD ONOO OO N000000 NOON "o P O 3 N Nm 3n g 5 o IFR 0 5 F3n3333Aa3$3333333$j33A �� �^ o ^ m O �C 0 c a� NO OpO(o�ppppIvpp�0O00 N0N �0�OO N00NN00N0N0�0�0O00N0N0N0N No�O m!J (O tOJV �IJJO�I�O JJJJJJJOVJO ,D NOV00000-�00-�0000000-�00'�. 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Duct �steil>n Summary Job: LOT 19 TARPON FLATS wright$®ft' Y y Date: 09.04.15 ,Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: PHOENIX REALITY HOMES LOT 19TARPON FLATS External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.124 in/100ft 1583 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.124 in/100ft 1583 cfm 193 ft Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 2266 106 66 0.193 6.0 Ox0 VIFx 39.4 85.0 st1 BED 2 h 2189 102 96 0.205 6.0 Ox 0 VIFx 32.3 85.0 sit BED c 2775 94 113 0.209 6.0 Ox0 VIFx 29.9 85.0 Ed DINING h 2981 139 101 0.164 7.0 Ox0 VIFx 46.0 100.0 st2 GREAT RM c 4304 122 176 0.153 8.0 Ox0 VIFx 56.4 100.0 st2 GREAT RM-A c 4304 122 176 0.161 8.0 Ox0 ViFx 49.0 100.0 st2 KITCHEWNOOK c 3765 104 154 0.201 7.0 Ox0 VIFx 34.7 85.0 stt KITCHEWNOOK-A c 3765 104 154 0.216 7.0 Ox0 VIFx 26.2 85.0 sit MASTER BATH h 3179 149 82 0.129 8.0 Ox 0 VIFx 71.6 115.0 st3 MASTER SUITE c 3364 132 137 0.127 7.0 Ox0 VIFx 74.6 115.0 st3 MASTER SUITE -A c 3364 132 137 0.126 7.0 Ox0 VIFx 76.0 115.0 st3 MASTER W.C. h 323 15 9 0.128 4.0 Ox0 VIFx 72.4 115.0 st3 MASTER WIG h 1130 53 29 0.129 4.0 Ox0 VIFx 70.8 115.0 st3 MASTER WIC 2 h 1691 79 40 0.124 6.0 Ox0 VIFx 77.9 115.0 st3 POWDER h 1701 79 46 0.155 5.0 Ox0 VIFx 54.7 100.0 s12 UTILITY c 1689 51 69 0.209 5.0 Ox0 VIFx 29.8 85.0 stt 1 p.P' p r,nDeta tTab:le P° sy. °_ Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 PeakAVF 559 434 0.124 523 14.0 0 x 0 VinlFlx st2 st2 Peak AVF 1022 932 0.124 732 16.0 0 x 0 VinlFlx st1 Sit Peak AVF 1583 1583 0.124 726 20.0 0 x 0 VinlFlx .Q- 'i- WrightSOft' Rtaht-Suite®Uniwrsal201515.0.18RSU08057 14Ft�A...altyHbms\Loll9TarponFlats\Lotl9TarponFlats.rup Calc = MJ8 House faces: SE s 4: *".'` etur' Of ne'. De �I Table z�.a.: g° ,°°s.�. air :u %X� I l Name Grill Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox0 1583 1583 0 0 0 0 Ox 0 1 VIFx I- + wrightsoft' Right -Suite® Universal 201515.0.18 RSU08057 ACCA...altyFbms\Lotl9TarponFlats\Letl9TarponFlats.rup Cale - MA House faces: SE FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: LOT 19 TARPON FLATS Permit Number: ,FL, MANDATORY REQUIREMENTS See individual code sections for full details. ? 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall requirethatan energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. ? R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 7 7 7 R402.4.1 Building thermal envelope. The building thermal envelope shall complywith Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allowfordifferential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third parry shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 airchanges per hour in Climate Zones land 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed atany time after creation of all penetrations of the building thermal envelope. During testing: 1. Exteriorwindows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. ? R402.4.2 Fireplaces. Newwood-buming fireplaces shall have[ight-fitting flue dampers and outdoorcombustion air. ? R402.4.3 Fenestration air leakage.Windows, skylights and sliding glass doors shall have an airinfiltration rate of no more than 0.3 cm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMAtWDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled bythe manufacturer. Exception: Site-builtwindows, skylights and doors. ? R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit airleakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interlorwall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At leastone thermostat shall be provided foreach separate heading and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heatpumpshavingsupplementaryelectric-msistanceheatshall have controlsthat, except during defrost, prevent supplemental heat operation when the heat pump compressorcan meelthe heating load. R403.2.2 Sealing (Mandatory)ul ducts, air handlers, and filter boxes and building cavities thatform the primary alrcontainment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authadzed by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm(113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturers air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely with in the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/4/20155:59 PM EnergyGauge® USA -FlaRes2014- Section R405.4.1 Compli FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturers designation foran airleakage of no more than 2 percentofthe design air flow rate when tested in accordance with ASHRAE 193. ? R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. ? R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable ofcarrying fluids above 105°F(41•C)or below 55•F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. Piping insulation exposed toweathershall be protected from damage, including thatcaused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation ofthe material. Adhesive tape shall not be permitted. R403.4.1 Circulating hot water systems(Mandatory). Circulating hotwatersystems shall be provided with an automaticorreadily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ? R403.4.3 Heat traps (Mandatory). Storage waterheaters not equipped with integral heattraps and having vertical pipe risers shall have heat traps installed on both the Inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least %: inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. ? R403.4.4 Water heater efficiencies (Mandatory). Waterheaterefficiencies i R403.4.4.1 Storage water heater temperature controls . R403.4.4.1.1 Automatic controls. Servicewater heating syslemsshall be equipped with automatictemperature controls capable of adjustmentfrom the lowest to the highest acceptable temperature settings forthe intended use. The minimum temperature setting range shall be from 100•F to 140°F (38`C to 60•C). . R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permitthe power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 7 R403.4.4.2 Water heating equipment. Water heating equipment in stalled in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation(Mandatory). The building shall be providedwith ventilation that meets the requirements ofthe Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, orwith other approved means ofventilation. Outdoorair intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ? R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanicalventilationsystemfansshallmeettheefficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronicallycommutatedmotor. R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure orfor mechanical ventilation shall meetthe following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable lndoorAir Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioned system make airshall be provided to conditioned space from attics, crawlspaces, attached closed garages oroutdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be Insulated to a minimum or R-19, space permitting, or R-10 otherwise. R403.6 Heating and cooling equipment(Mandatory). Thefollowing sectionsare mandatoryforcooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordancewith ACCA Manual J crotherapproved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model numberof the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions forfuture expansion or otherfactors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaustsystems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so thatits total ity tiet tcalculated total load, but not more than 1.15 times greaterlhan the total load calculated according tot du e e.i403.6, or the closest available size provided by the manufacturers product lines. The corresponding l t ac thallnot be less than the calculated latent load. 9/4/20155:59 PM EnergyGauge® USA -FlaRes2014- Section R405.4.1 Compli age 2of3 FORM R4O5-2014 MANDATORY REQUIREMENTS - (Continued) ? R403.6.1.1 Cooling equipment capacity. (continued) The published value forAHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature forwater-source equipment), the blower cm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value fore ntering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single -and multi -family residential equipment sizing maybe selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florda-registered engineer, in attached single -and multi -family units, the capacity of equipment may be sized in accordance with good design practice. ? R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total coaling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity offossil fuel heating equipmentwith natural draft atmosphericbumers shall not be less than the design load calculated in accordance with Section R403.6.1. ? R403.6.1.3 Extra capacity required for special occasions. Residences requiring excesscooling orheating equipmentcapacityonan Intermittent basis, such as anticipated additional loads caused by majorentertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more ofthe following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling unitsshall complywith Sections C403and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls(Mandatory). Snowand ice -melting systems, supplied through energy service tothe building, shall include automatic controls capable of shutting off the system when the pavementtemperature is above 55°F, and no precipitation is falling and an automatic or manual control thatwill allow shutoff when the outdoortemperature is above 40•F. R403.9 Swimming pools, inground spas and portable spas(Mandatory). Theenergyrequirementsforresidenlialpoolsandingroundspas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. ? R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch thatis mounted outside the heater to allow shutting off the heaterwithout adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas -and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heatpump pool heaters shall have a minimum COP of4.Owhen tested in accordancewith AHRI 1160, Table 2, Standard Rating Conditions -Low AirTemperature. A test reportfrom an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. ? R403.9.2 Time switches. Time switches or other control method that can automatically turnoff and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hourpump operations. 2. Where pumps are required to operate solar -and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusivelyfrom on -site renewable generation. ? R403.9.3Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant coveron oratthe water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over70 percent of the energy for heating from site -recovered energy, such as a heat pump orsolar energysource computed overan operating season. RR404.1 Lighting equipment (Mandatory). , Aminimum of75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps Ora minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. ? R404.1.1 Lighting equipment (Mandatory). Fuel gaslighting systems shall not have continuously burning pilotlights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of `JgJYN1 ? R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby ofthe exp ed a 5ea ty concrete deck roofs do not have sufficent space, R-10 is allowed. 4 5:59 PM Ener Gau e® USA-FlaRes2014 -Section R405.4.1 Compt P 9112015 9Y 9 FORM R405-2014 'TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA ProjectName: Lotl9TarponFlats BuilderName: PHOENIX REALITY HOMES Street: LOT 19 TARPON FLATS Permit Office: City, State, Zip: ,FL, PermitNumber: Owner: Jurisdiction: Design Location: FL, Fort Pierce COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks orjoints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electricallphone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors _ z / MY,IL_ 914/20155:59 PM EnergyGauge®USA- FlaRes2014 Section R405.4.1 Compliant Software FORM R465-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (I page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). ❑ Energy Performance Level (EPL) Display Card (one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) 9/4/20155:58:09 PM EnergyGauge® - USRFSS v4.0 F I Lt CON FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method ProjectName: Lotl9TarponFlats BuilderName: PHOENIX REALITY HOMES Street: LOT 19 TARPON FLATS Permit Office: City, State, Zip: ,FL, Permit Number. Design Location: FL, Fort Pierce Jurisdiction: Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Leakage Divide by (Total Conditioned Floor Area) _ (Qn.Out) I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: 914120155:59 PM EnergyGaugeO USA -FlaRes2014- Section R405.4.1 Compliant Soft FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method ProjectName: Lotl9TarponFlats BuilderName: PHOENIX REALITY HOMES Street: LOT 19 TARPON FLATS Permit Office: City, State, Zip: ,FL, Permit Number. Designi-ocation: FL, Fort Pierce Jurisdiction: Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data I HOUSE PRESSURE FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code official. Testing shall be performed at anytime after creation of all penetrations of the building thermalenvelope. During testing: 1. Exteriorwindows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping orother infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration controlmeasures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exteriordoors for continuous ventilation systems and heat recoveryventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third parry conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 914/20155:59 PM EnergyGauge®USA-FlaRes2014- Section R405.4.1 Compliant Software FORM R4'05-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. t LOT 19 TARPON FLATS,, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.27 SHGC: SHGC=0.28 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A New (From Plans) Single-family 1 3 No 2338 Area 473.44 ft2 ft2 ft2 ft2 7.641 ft. 0.280 Insulation Area R=0.0 2338.00 ft' R= ft2 R= ft2 9. Wall Types a. Concrete Block- Int Insul, Exterior b. Frame -Wood, Exterior c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heal Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation R=4.1 R=11.0 R= R= Insulation R=30.0 R= R= Area 2515.00 ft2 325.00 ft' ft2 ft2 Area 2338.00 ft2 ft2 112 R ft' 6 467.6 kBlu/hr Efficiency 47.5 SEER:15.00 kBtu/hr Efficiency 45.5 HSPF:8.50 Cap: 50 gallons EF: 0.94 Patel *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/4/2015 5:59 PM EnergyGauge®USA -FlaRes2014 -Section R405.4.1 Compliant Software Page of 1 FnRM R40E-9n14 PROJECT Title: Building Type: Owner: # of Units: BuilderName: Permit Office: Jurisdiction: FamilyType: New/Existing: Comment: Lotl9TarponFlats Bedrooms: 3 User ConditioneclArea: 2338 Total Stories: 1 1 Worst Case: No PHOENIX REALITY HOMES RotateAngle: 0 CrossVenfilation: No Whole House Fan: No Single-family New (From Plans) Address Type: Lot# Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address LOT 19 TARPON FLAT St. Lucie FL, CLIMATE / V DesignLocation IECC Design Temp TMYSite Zone 97.5% 2.5% Int Design Temp Heating Design DailyTemp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 2338 23380 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2338 23380 Yes 5 3 1 Yes Yes Yes FLOORS # FloorType Space Perimeter R-Value Area Tile Wood Carpet i Slab -On -Grade Edge Insulation Main 249.5 It 2338 ft2 ---- 0.39 0 0.61 ROOF ` / V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Compositionshingles 2532 ft2 Oft' Medium 0.85 N 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2338 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Free Truss Type 1 UnderAftic(Vented) Main 30 • 2338 ft2 0.11 Wood 9/4/20155:59 PM EnergyGauge®USA- FlaRes2014 Section R405.4. 1 Compliant Software FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Belo it on,t TO WAII Type SpaceAr�nPXA. so,_ w 1 NE Exterior Concrete Block -Int lnsul Main 4.1 45 0 10 0 450.0 ft' 0 0 0.6 0 2 SE Exterior Concrete Block -Int lnsul Main 4.1 44 0 10 0 440.0 ft2 0 0 0.6 0 _ 3 SW Exterior Concrete Block- Int Insul Main 4.1 48 0 10 0 480.0 ft' 0 0 0.6 0 4 NW Exterior Concrete Block -Int lnsul Main 4.1 66 0 10 0 660.0 IF 0 0 0.6 0 _ 5 - Exterior Frame -Wood Main 11 32 6 10 0 325.0 ft' 0 0.25 0.1 0 6 SE Exterior Concrete Block -Int lnsul Main 4.1 7 10 70.0 ft2 0 0.6 0 7 SE Exterior Concrete Block -Int lnsul Main 4.1 14 6 10 145.0W 0 0.6 0 8 SW Exterior Concrete Block -Int lnsul Main 4.1 7 10 70.0 ft2 0 0.6 0 9 NW Exterior Concrete Block -Int lnsul Main 4.1 20 10 200.0 112 0 0.6 0 DOORS # Ornt DoorType Space Storms U-Value Width Height Area Ft In Ft In 1 - Wood Main None .39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening _ 1 NE 1 Metal Low-EDouble Yes 0.27 0.28 13.3 ft2 2 ft 2 in 0 ft 10 in None None _ 2 NE 1 Metal Low-EDouble Yes 0.27 0.28 34.8 it' 2 it 2 in 0 ft 10 in None None _ 3 SE 6 Metal Low-EDouble Yes 0.27 0.28 24.0 ft2 14 It 0 in 3 It 0 in None None _ 4 BE 2 Metal Low-EDouble Yes 0.27 0.28 10.7 ft2 2 it 2 in 0 ft 4 in None None 5 SE 2 Metal Low-EDouble Yes 0.27 0.28 8.0 ft2 2 it 2 in 0 It 10 in None None 6 SE 2 Metal Low-EDouble Yes 0.27 0.28 16.7 ft2 2 ft 2 in 0 It 10 in None None 7 SE 2 Metal Low-EDouble Yes 0.27 0.28 19.0 W 2 ft 2 in 0 It 10 in None None _ 8 SE 7 Metal Low-EDouble Yes 0.27 0.28 38.0 ft' 6 ft 0 in 3 it 0 in None None _ 9 SE 6 Metal Low-EDouble Yes 0.27 0.28 12.0 ft2 14 It 0 in 3 it 0 in None None _ 10 SW 8 Metal Low-EDouble Yes 0.27 0.28 19.0 ft2 35 ft 6 in 2 ft 0 in None None 11 SW 3 Metal Low-EDouble Yes 0.27 0.28 64.0 ft2 16 ft 0 in 2 ft 0 in None None 12 NW 4 Metal Low-EDouble Yes 0.27 0.28 27.5 ft' 2 It 2 in 0 It 10 in None None _ 13 NW 4 Metal Law-EDouble Yes 0.27 0.28 27.4 ft2 2 ft2 in 0 it 10 in None None 14 NW 4 Metal Low-EDouble Yes 0.27 0.28 25.3 ft2 2 it 2 in 0 it 10 in None None 15 NW 4 Metal Low-EDouble Yes 0.27 0.28 69.7 ft2 2 it 2 in 0 If 10 in None None 16 NW 9 Metal Low-EDouble Yes 0.27 0.28 64.0 ft2 10 ft 0 in 2 ft 0 in None None GARAGE # FlcorArea CeilingArea Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 510 It, 384 ft2 60 ft loft 3 • y • ••� �, ,, f t i 9/4120155:59 PM EnergyGauge®USA- FlaRes2014 Section R405.4.1 Compliant Software FORM R405-2014 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000318 1948.3 106.96 201.16 .2319 5 HEATING SYSTEM # SystemType Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 45.5 kBtu/hr 1 sys#1 COOLING SYSTEM # SystemType Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 47.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM # SystemType SubTyps Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 50gal 60.9gal 120deg None SOLAR HOT WATER SYSTEM FSEC Cert # CompanyName Collector System Model# CollectorModel# Area Storage Volume FEF None None ft2 DUCTS —Supply— V # Location R-Value Area — Return ---- Air CFM 25 CFM25 Location Area LeakageType Handler TOT OUT ON RLF HVAC# Heat Cool 1 Attic 6 467.6 ft' Attic 116.9 ft2 Proposed Qn Attic — cfm 116.9 cfm 0.05 0.60 1 1 TEMPERATURES ProgramablerfThermostatf[X']Y [r Cooling eat ng [X� Jan I 1 Feb fX� Mar Venting IIII Jan [((( 1111 Feb IiX]]] Mar Crreiling Fans: ay [D( (rJul frXT� fI r Apr [ May [ Jun [Xj Jul [ ] Aug [X�Sep r[ Oct [X Nov Dec rrX)� ` ] Dec 9/4/2015 5:59 PM EnergyGauge®USA- FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 hUKM K4U5-LU]4 ThermostatSchedule: HERS 2006 Reference Hours ScheduleType 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/4/20155:59 PM EnergyGaugeO USA- FlaRes2014 Section R405.4.1 Compliant Software Cope 5 e ,,9. p� Alpine, an ITW Company '1400 Lake Orange Drive suite 150 Orlando FL 12837 Florida Engineering Certificate DFAuthorizatian'Nund er:0 2'7tt Florida Certificate of Produef Approval # FL1999' Page i of I Document M IVJR408-Z2309131432. Truss. Fabricator Accu-Span Truss Company Job Identification: 10347-/Modei A Revised adkiiiiiijiMINWJM..Items, Inc -- LOT 19 Trnss'Comflt 49. Model CodW Florida Building Code Sth Edition (2014) Truss Criteria: TPI-2007(STO). EAginecrmg Software: Alpine Software,Version 15..01: structural Engineer of Record:- The identity of the structural FOR did not exist as of Addmssa the seal date.per section 61G15-31.003(5a) of the FAC Muumum Design Loads; Roof - 65.0 PSF @ 1i25 Duration Floor -'N/A Wind - 170 MPH ASCE 7-1Q -Closed Notes: - 1.: Determination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of. record., as defined in ANSI/TPI 1 - 2'. The drawing date shown on this index sheet trust neetch the date shown on the individual truss. conponent drawing. 3. As shown on attached :drawings; the drawing nunber is preceded, by: RCUSR408 Details: BRCLBSUB- G #_ - - — -- Ref OescriQttonT�. DrawiLlg# -• _ Oate- 1 39143-401 15252050 09/09/15'1 2 39144--AO2 15262051 09/09/15 3 39145--AO3 15252052 09/09/15 4 39146-404 16262053 09/09/15 5i 39147--A05 15262054 00/09/15 6 39148--A06 15252055 09/09/16 7 39149--AO7 15262056 09/09/15 8 39150--A08 15252057 09/09/16 9 39151--AD9 15252058 09/09/16 10 39152--A10 15252103 09/09/16 11 39153--All 16262059 09/09/15 12 39154-412 15262060 09/09/15 13 39155--A13' 15252061 09/09/15 1 14 39156-414 15262063 09/09/15 15 39157--A15 2-PLY 15252106 09/09/15 116 39158-416 15262064 09/09/15 1 17 39159--A17 15252065 09/09/15 18 39160-418'. ISZ52088 09/09/15 19 39161-419 15252067 09/09/15 '1 20 39162--A20 15252088 09/09/16 1 21 39163-421, 16252108 09/09/15 1 22'. 39164--609 '15262069 09/09/15 23 39165--801 3-PLY 15252120 09/09/16 24 39166-=BO2 15252070' 1 09/09/15 25 39167--603 15252071 09/09/15 26 39168-404 15252072 09/09/15 ' 27 39169--BOS IS252122 09/09/15 28 39170--B06 16252073 09/09/16 �29 39171--BO7' 15252074 09/09/1S 30 39172'--BOB 15252075 09/09/15 31 39173--810 15252130 09/09/15 �32 39174 -EJ4 15252076 09109/16 11 33 39175 -EJ4A 15252017. 09/09/15_ 0016912015. Douglas Fleming -Truss Design Engineer- 2400 Lake Oran6'e. Dr, Suite 150 Orlando FL; 32537 C A Ref -0escript.Lon 34 39176--EJ6 35 39177--J44 36 39178-445 37 39179-446 38 39186--J47 39 39181-448 40 39182-44A 49 39183-440 42 39184--J6G 43 39185--J7 44' 39186-474 45 39187--J76 46 39188--CJ2 47 39189--CJ4 48 39190-4.14 49. 39191--HJ6. -_—_ Drawing#. __Bate -4 15252078 09/09/15 15252079 09/09/15' 15252132 09/09/15 15252082 09/09/15 15252083' 09/09/15, 15252084' 09/09/15. 16262086 �09/09/15 16ZS2086 09/09/15 15252087 '09%09/15, 16252088. 09109,115 15252089 09/09/15 15252090 09/09/15 15252091 09/09/15 15252092 09/09/15 16262080 09/09/15 15252081 09/09/15,J pl k'A r V 1 � • Y I A Revised -Phoenix Realty Homes. Inc -- LOT 19 - A01) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :B3 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 p5f additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 5X6 = 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not locat within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. m 3X4(A1) _ OAU 3X6(A1) I�-O-01E 7- 27-8-0 3Ig-0-0 35-4-0 Over 3 Supports R=484 U=106 W=7.625" R=1760 U=325 W=7.625" RL=487/-487 R=2549 U=378 W=7.625" Design Crit: FBC2014Res/TPI,20O7(STD) PLT TYP. Wave FT/RT=O%(O%)/0(0) 15.01._0VTO1 QTY:2 FL/-/5/-/-/R/- Scale=.1875"/Ft. ••wooer• m'An e,m I'MUM Au AmFs w4 WS wwircl ••Iwo°rArcr• nnwls, rxls °wixe m Au mx,°Aeems i°nu°, .xe I,mAums. QO•rJ' "$"r'. .R/ TC LL 30.0 PSF REF R408-- 39143 d ��� T. nn irw COmnvdv 14W Ltk O,vnge Dr. Sure00 ,m, III6C9,`(....C,ne :.c m r ��.e 'wlm: e;;.�".�.° R4� :."9:; ' .., 11 h..,^...,,"..ItI' w m e«..r.br a ,h, a , �°um °.•`� ° m `n . L__ i,,, e " ^=:("(y... e° Gwaei"Ooi .. ,°.m,,evna, M°e,v ci n a � ^ a,I.-. ., ..^ .° mnATE °°`°"` `°'"'� °` `A,° r m °e n°m..s'c«dm..� em k',...i « .^e ° °(,a:,;ad"�..,,,«.;. `" " « A «« .,. v,,. a.«,^° ..,d.«�°.°� n«„v i. dr«„m. rr. Iibl ii:'"°,°'r W,„dl, o-«°^.".pI:uurni`°sm'n ."'"'.'.P,. a1«,^e ..r .^r« ._,. r.r em . n 848 q tW •F<OR\ y ONAI ,°�1 TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DATE 09/09/15 DRW HCUSR408 15252050 HC-ENG KD/DF SEQN- 489967 DUR.FAC. 1.25 FROM AH Uland ,FL 32V7 ..r M""-11 ':FLCOA102n INE:• =T'6: dIIce:...re SPACING 24.0" JREF- 1VJR408 Z23 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS UFR. ,, " -_ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X6 = 3X4 (A1) = bAb _ 170 mph wind, 15.00 ft mean hgt, A5CE 7-1U, CLOSEU bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. 3X6(Al ) _ +10-0-0 12-o QIE 7-8-0 '�E 27-6-8 0_tl_8 17-8-0 _1_ 17-8-0 35-4-0 Over 4 Supports R=529 U=100 W=7.625" R=0 U=0 W=6.125" RL=431/-454 R=2334 U=415 W=7.625" R=1481 U=273 W=1.5" Design Crit: FBC2014Res/TPI-2007(STD) ,,,,, PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.01 1 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. AN:TW c0.PANY 3CW LileOren&e a., Seie ISO ••1:�08TANF,isi Tx°ii w°NDin ictm .uMINTS M we H°uTMivaw�ilic ;xE ::aru.rvs. �`.a:m 1..:" " "" �. "° �" ' m:°°: °' '"„ "° ° "" '�' ;.... `t°oudi"v �:m rtcq i .... r .•° INNIS u�°n �_(�°(( ° -`_ .(" "�"°.Po `°°°`" ` ".eea m .. °.me11 --d �.`�u:.::�,o°°:o -, l.11 a °: ".u`co -1 -1 I" a" .au ` �. ' A " d,. ", :,, oa,:41"g emd""m . °.md :m. .Pm.: r"r o N,,,,, ° U MSI rt°I� °" . ;,', I`>.'"g .«. "" "`°""'°""': '"` "` ° "°' °°"'' A-I:91m`iui. d..... e."�`d Pooh .:..:..° u:. drool"°.:w�.1..11. Nw a... ° ro ..:.n.:.w:"...:ro ' m:.:, Tr =. m.... "' m:m:::.r � IT r..:,= r oor ...�=,m :. o..1.1.1 .. d"::d::y m:.mr..r..: N°zm.s. QO•,' 0. 646 • * ATE ' ;• i� �.�;•: �COR\QP'•�c1�' °eyyS'S/QN.... TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF REF R408-- 39144 DATE 09/09/15 DRW HCUSR408 15252051 HC-ENG KD/DF SEQN- 489964 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408_Z23 O Wo, FL 33837 n.rnem». Ter m i °:.,im ".. . <ts:.:c:---..roimi....�:`m::.:.v.". °. c......,..:..door..®::a::......1.r.—IS THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SOm M90 BY TRUSS MFR (1U34/-/M00el A Kev15e0-Ynoenlx Kealty Homes, Inc, -- LUI 'Ie - AUJ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 = 170 mph wind, 15.00 ft mean hilt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous' lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. M'MFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X6(A2) 4X6(A2) 35-4-0 Over 2 Supports R=2325 U=384 W=7.625" RL=487/-487 R=2326 U=384 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01 1 QTY:3 FL/-/5/-/-/R/- Scale=.1875"/Ft. "WNMIMGT •• RED NY FmIA An. W ON TRm DMIROI ••IMNRAxr• Fmm191 WIS dbw ING TO LLL W byGRS 1eCWp HM T1E 116FLLIFPS. OO•/�\ • • Spt y TC LL 30.0 PSF REF R408-- 39145 j� AN mW CO.M Y ti00 Lak Orange Th. s '1e I50 fOOIUm `aL51`(au[laing •� �"t linferu 1- by T 6 b b IfC.V `� u� Vr`Ob�� t♦ pe ♦I,p t:,ew fwct ♦ .♦ 1-.1 t®per♦�Y a ci,q a s rly t... t °1 tt® ° ptepet:y '...Iaa" �.," i�at°o��`. "`" ....t 1a. �' ° e, .f . ,.... i vn np �na.11 J y�tamatII ,. ,� —d a(K q;pplY wbt.e a �w rlt.btY 11-1 bt .t::a. a' II ..n.[,.... f 1 pefa. t 16G.t-Z I ulpa♦iei ma. p" •[pin... 1..m.w•�ITO 11. 9 CII b t. G...p Iw. W .♦,bIfb10 ..f ..y m.,1a1�,W .. g, .may f �... t. b ., tw f........1N .a51.Tp ib1..f r . fb. pp .p. �:;�:�":t1 Abf♦t1.G.f tfb♦.... • bb.1 bn ... ar,.'ry by—:.,y 11.t1.v L. br,.l ry. halt ,t Ifwtlf� f1n♦♦' 11q .b.p 1. I1tY ... y for w 1pn .. Tv bb.. l ltY .[Y [[♦b .Y ui. a. .' rop .q p.,J.... ty b: bfI M1 [1p1ry D..ID.=r ".m... t .:. Vo. 848 �. • # °. ATE 9'•. .c.t1� <OR\�.' `y G � S°4 e�1L TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DATE 09/09/1 5 DRW xcusxaoa tszszosz HC-ENG KD/DF SEQN- 489961 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 OrMO FL J2n FI. CGA W0318 Fb. ® WI, fp1�.b,♦ G. w,b I . 1aF:--- �°:`m1: :♦..epl.♦t.bep:R "t`a.=m: iu: :.. =a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. S41-/MOdel A KeVI5e0-VnoenIX KealLy Homes. Inc -- LVI I`J - ue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T4 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 Dense: Webs 2x4 SP #3 :Rt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 5X6 4Ab(ALJ 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not loca within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep Increase �►. 5.m factor for dead load is 1.50. 0-6-7 T +10-0-0 -0-0 I 17-8-0 1 17-3-8 34-11-8 Over 2 Supports 'I R=2312 U=385 W=7.625" R=2106 U=328 W=3.125" RL=427/-447 . Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.. PO QTY:6 FL/-/5/-/-/R/- Scale=.1875"/Ft. ••tNda NGI•• READ ANDW .I FLL NOTES ON THIS DWINCI ••II@m((NNi•• FI SH THIS W4nND TO AMN @TANX1V S IN IAG THE IRTILIFA9. ((�� TC LL 30.0 PSF REF R408-- 39146 DATE 09/09/15 � DCSI`IBII1CIng Cmpon SIf-Y"If—filA. a VI I'd ATCAi`%:" `Dnlb.:: TC DL 15.0 PSF —11 .®Pb..r.y D«I. °( �';'�`a' • DRW HCUSR408 15252053 oe a—°s^^^(q�•o�^;^I";,,•°(^,��,�;;�„�„(„^ � o. 848 •: BC DL 10.0 PSF d [I� BOd 6T ur ,U. ...`VII�hlI EFVIr l,• c �::.er r,,, „". o<vI�,. w,... . D.I,.�,,.. N..., .. ..�1 , ,r,".-::ems:....... 11" Nd•<���a N 1pl w.. "• IfITAIO ,g cupamt. Crw^ In If t'ddr`A"•III' Pft' .nr «�, aq * ATE BC LL 0.0 PSF HC-ENG KD/DF ILL L�U ANTrw WAATMNY All rTPl nrp�"fig i�n9 •N W�"Y d..:..r .. . rb wild' " r...,. b .b„ ."..... ., N.w ,b.d.I �� A e:::I,,..r r..,..b.. S ,'� p p,..� •. C0R\O TOT.LD. 55.0 PSF SEQN- 489958 N w.I m mI• drmINN IF b r pp Q& 11 uI. asap. Irtllu .dopum ur P. dluI SNINA In r=•Pa.'n11 lry Ad..'I .=•r,,. P., .w., M .,, r. I•I -I i. w.. ul. r..I,N d. ..y -I• MI,n /T1 `a Q0 DUR.FAC. 1.25 FROM AH iaill Lak nId se Df.s 'lC I$0 Q1DWo r o-r I/ . , • h' ^ Ddlldiq NAL Omvbdd,Ds SPACING 24.0" JREF- 1VJR408 Z23 FL )183T Fb, m ,bb .bb -1. ebb•. N. w— _b . AN �rr.•m: Nc.: FLC5A1631R ALMNE, --- .ATP" --• w'"•b ••P: b.e 09/09/2015 (10347-/Model A Revised -Phoenix Realty Homes, Inc -- LOT 19 - A05) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 5X6 = 3Av(Al) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not locat within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 p wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-6-7 +10-0-0 7-8-0 -1, 27-3-8 -I I_ 17-8-0 -I 17-3-8 34-11-8 Over 3 Supports R=514 U=96 W=7.625" R=1446 U=266 W=3.125" RL=427/-447 R=2360 U=399 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 0 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. d U n0 2 L�Lr L� A. Ir CO. NY 2J00 LoleOrznge p,S:we I50 •'tNM(aGY •• muo HID F0. PLL M016 M 1115 WMI-N1 ••IYWMAYr• nmYlsx Xxls mules m XLL mxrun9Xs IXou9IXs 9XF IRTXLLEX9. Tre.mc rWul In c In r.°rlca °unl: MIFVIn9. I ell ln� ."u n Z X . x"BCc1 `(°u a d:"9 ro.p _ 5•raty"Inro,rtlm. °y`W1 • Woo f r.•..ty p rl t,pp.1om I,, ,_ f- c. 1-11— wu prtd,n " tv I"a pI can lec. rlw `""° .•"""°° "'°""•' •""`°'^°1. .per: l t.b... 4,dN .e �`e`I` rp;`Jm�r° at.L.. a ",... . o I, . "dlatnw.'7e o`��er a. r e po , °"'� .IP: �.. 11 .Im •, n."X.I d:na E .paint. °r_ p Ix. ..... ." I-, dd�.I 3 t •�y r u •X9 V.pI 1.'n c ��s.al . Ir....s .:'�:�. �.."., n n_..o....." .I ..d. °.nd n9. pp �9. • ra m ml. tlr••',gror .101 u.. mp ml. drallp. Ind m.v..cuW d 1 p:er..a ma �p11rr1 rapvnl°Il rtr . d d.d Ipn YmIr .M allrI l .. W d.e or t°I. r..Ip ror .q .F•cv,,. 1° ��""'°""y °' "" � m"=-' p•' """^°" ��:. ,r- JG '✓//y c✓�\ • • SE'• V C ; o. 848 ° : ATE i e '• •� p• •p�tv r�A .�OR\O '�\ C `s's/ONAIENG TC LL TC DL BC DL BC LL TOT. LID. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 39147 DATE 09/09/15 DRW HCUSR408 15252054 HC-ENG KD/DF SEQN- 489970 DUR. FAC. 1 .25 FROM AH SPACING 24.0" JREF- 1VJR408_Z23 o&, Y0283 otiv MA6029n =•m �•IU�•jm•p=••••�I=�• •_�• .•°m -. 1LpI XE: pn"I v.ur.III:.w 1, n.t', 9: ♦eG:.... aerY�em: .. la.. Ieca.fe.acp THIS DWG PREPARED FRW CGNPUTER INPUT (LOADS & DINENSIONS) SUBNITTED BY TRUSS NFR. LIU39/-/M0OeI A NeVISCU-rnoenlx mcalCy npmn3, -- - vvJ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and'L/180 total load. Creep increase factor for dead load is 1.50. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 ps wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced an member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5X6 _ 4X6(A2) _ L"0-ol 35-4-0 Over 2 Supports R=2335 U=387 W=7.625" RL=431/-454 10-0-0 2) _ R=2130 U=345 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15.01. 00 QTY:3 FL/-/5/-/-/R/- Scale=.1875"/Ft. a I�UL`=IJ IJ Il V AN I 00MRONY . M ldk<0l, DL. saW Iw ••wnlxcl•• INan Aw EGUA wJ_ sores ax THIS vwulxvl ••IIWFfN1I•• MIMI91 TNIs vM.l&v TO IAU COXR ON T IMGANN I II6TILLFAS. [ apn i." ox In f In la,m[Im�. 1P 1'. RG'•ror "• —I [ f ECS1'(01 p C pmn Sv a[y" M1pp1"9 q [a' aty p ` tI .+J • • SlF•. t. pafrbr.l 'Nasbv font[ a. l'anxevl [a Nl la pY 1v ally . BLS . 11 tad 1av `rM,a ' �a PlIp° ,„.•`tIMII1 `f e„ ;a,•r•, I a,`;II aw „ It o. 648 ? t1 m; 6]a.' n[ IU.•u apPll[abi- Mpl,latpx a . "I'If a.ar fM- �It1 mIW pp lnp• * * [nv Jbin[ Obullx, wlv atner. x Rbrbr p 9 11Nunal pfata I[•^ marl A 1p1 w. , bf m a „v re.paaarr . v,m,o lab. ,,,a apnnx a n. , �. d a.1r.p .qr 1.1 - t. bdrlu11tM1b er"aa n ar.. ab .1[n nuslnpl'i. ` b 1ray.ATE Inatvl & brv[Irq If erbxwx. $ •• A w.l -.M.. .—.w b1 barer qv. N.nq M.. C;-Iryi INI.. aenWl•u of prvrM.l pa.lV rllwfl ''••�G OR\OP.' \Y -I.lr f.r tb Nalmr Ysu Tn .0 ty W — If .1. d—lm r ery . I. FS G`C • I41 my a [fv h•Ildra, oulpim par a6I/ . t 5 ... TC LL TC DL BC DL B C LL TOT. LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 39148 DATE 09/09/15 DRW HCUSR408 15252055 HC-ENG KD/DF SEQN- 489973 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJ R408 Z23 OrL dq F1. 32917 FL MA PO 278 par ®a mm...e1"r aaa 1. U"b•. s mean Ip INE: .•- :1P 1: ..: aplp.t..ra ta. 1.e. •ad 09/092015 THIS DWG PREPARED FROM COMPUTER IMPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR T IVJ».-..==CI . Nt, .... I, .N., in.-- wl Iti Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :Rt Bearing Leg 2xB SP #2 N: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [231 W4X4 S 2.25 2X4(A1) _ 1.5X4 6 (a) 5X6 5X6 4X4(R1) i 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. G7 Deflection meets L/240 live and L/180 total load. Creep increase] factor for dead load is 1.50. �•' MWFRS loads based on trusses located at least 30.00 ft. from roof eWj� edge. ­1 6 3X4 3X4(R) z :j 2-1-33X612-0-0 .= 10-0-0 5X6 _ 4X4 (R) [23] II 26-6-12 Oj,7f4 —0-0 I 17-8-0 I 8-10-12 1 27-2-0 Over-3 Supports R=614 U=119 W=7.625" R=1192 U=166 W=5.625" RL=372/-304 R=1725 U=333 71=7.625" Design Crit: FBC2014Res/TPI-2007(STD) It M I:;m ;" :;n:; • e:v� II— PLT TYP. Wave FT/RT=O%(0%)/0(0) 15.01. 00 QTY:4 FL/-/5/-/-/R/- Scale=.1875"/Ft. ••tNWIINGI•• x¢A° aro rajw ai xons ON Txls oxulxsl x� ••IWONTAMi•• FlWIISN Ills °x/JIMU T° /.LL ®1IMCIOxS IXQL°INO TIE Ixsr/.LLFgS. JV , �je '°CSI `(BuIICIry [mpm a SV I,tY•In,wt, m, If"' '..w nGj'. .nY Rv�ane�ta .w . J •Y .. 7 ,, �? SF• pe..e..ing Inaulle,a Nvll prow ip. ,e ,ry G111113 r 0051. �Unl.aa ' ht:t°`°;`m.�;." `, a TC LL TC DL 30.0 PSF 15.0 PSF REF R408- - 39149 DATE 09/09/15 09/092015 THIS DWG PREPARED FRO CDMPUrER NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS UFR ,, /,Imaoel m Kevisea-rnoenix KeaiTy names, Ina -- .1 IV - ue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3- Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. , 5X6 = 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located© within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 ps wind BC DL=5.0 psf. GCpi (+/-)=0.16 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. CA 3X4 (A1) = bAb +10-0-0 I..1) I?-0 31E 7-8-0 a1 - P7_8-0 _I L 17-8-0 J - 17-8-0 J 35-4-0 Over 3 Supports 'I R=529 U=100 W=7.625" R=1481 U=273 RL=431/-454 R=2334 U=415 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave - FT/RT=O% 0%)/0(0 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. a I�LIL_71J 1111 V � nry Irw comP.wv z+aoL,k<oaRsrD,swmiso ULvWo FL R8I7 n. conmvs ••walcr• vFin rvm roues ALL rolEs a THIS vwlxvl ••IIWRfNIt•• IPM191 "isPI°V DAMPING To AU.CmllMCf®3 IRLaDIYO THE IYSTIlLFpS. rI Tmxm, �ulre nrtrm .ra In .. r:c.:n9. lu I: N:PC:n9. Insvl ' Bern, m rtl rY pnn, w.re.•Nnv �+. r...=c . ,. At,Nll m rmwr•m = , scs:* nun la.e rem[ . °.":, rcn. rau,.:: re." . p.nw.:r .11. m"ao' Les.. T If K ,I,.I:.,w a"=:", :",.•::m��; U" J":nc °a a"11•, w� „ rev° •ena,.l Rarer m'C,v Irgsr1604-2 •um• v •eea lv.n 1 yr vs aPPI lu e. Apply Plsus IrtPI 1 "n0 V^sl llm v °I 1 •rol.n.. m.:.:m, e1 ce.pee•n . re, v.pv.:nln ra r ess i"B: •dr PAT �•" � ° � n e.."�.w n .rns.e;. •�„ " `""r"... ".Ir" �.: . If , wa nv. Pp nv. • ..•i a�ui• a..arc or pw.�wv n.n•c ui. a...prol im�e.w .e Upc• ..PAP .ah...rlm nv re . r re, w ie• •�. TNN N., cr :.. If r .c.�.u,,. i. m '°"'°r^'"'^°""°'^^m"�rp•"161^p'r'�.:. po. ne,e :me�.e . Jm yere.n we�• •m ALPINE! ... ,:p:ee:.•.�:`.P:. . P ��•v: 'rm�: ""••.,m ,°rY.—; me `....�a,.re.nre �pG•,,. • •„ iy •••J . SF• 0. 848 •• * ATE 3� .,!�(pR�O?•'a`sr 'rS rjG /ONALE j1O' TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 39150 DATE 09/09/15 DRW xcusaaoe lszszosT HC-ENG KD/DF SEQN- 489976 DUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408_Z23 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I..ly - I.v=J Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :132 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 ps wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6(R) % 5X6s 3X4 a 3X4 6 6 L 5X6 a 5X6 (a) 10-0-0 ez 3X4 = H0510 = 5X6 = 3X6 (A1) 3X4 (A1) 5X6 = 11 0 CIE 7-8-0 3Ie 27-8-0 I— 15-10-8 I 3-7-0-1— 15-10-8 I 35-4-0 Over 3 Supports 'I R=1296 U=318 W=7.625" R=1698 U=346 _ RL=390/-414 R=1498 U=498 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/0(0 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. •'tNdI1Gt•• READ YO fDYA PLL NJIFS W THIS WR.IMEI ••ivRRmANr•• Funxlm mm vw.nxo m zu rnrtzsrnoRs Itlml®IX4 gxe 116TLLIF0.g. ..^`.,,., ` ® ,`. �".. rl..• ��"'' MI°RI"°' 1"..� "" I ' Re"`Y V.. " I [ Wi en e!'vL51`(v"I ICIn4[«pen"ma Y tY In.nm Ol w. �'m'1': RG)'� r"u 1• /I O.�:nraing `w« • R61�apnlu,e m :i'gIa wie(eal _' G . • �J /y ''J• S� TC LL 30.0 PSF TC OIL15.0 PSF REF R408-- 39151 DATE 09/09/15 THIS DW PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUWITTED BY TRUSS DR. �mov.-. moael .A Revlsea-rnoemx rt Iry n - -- - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T3 2x4 SP #1 Dense: :T5 2x6 SP 02: Bot chord 2x4 SP #2 Dense :133 2x6 SP SS: Webs 2x4 SP #3 :W10, W12 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Negative reaction(s) of -648# MAX. (See below) from a non -wind load case requires uplift connection. 170 mph wind, 15.00 ft mean hilt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6X8 = Special loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 13.87 TC- From 94 plf-at 13.87 to 94 plf at 21.46 TC- From 94 plf at 21.46 to 94 plf at 29.33 TC- From 94 plf at 29.33 to 94 plf at 35.40 TC- From 47 plf at 35.40 to 47 plf at 38.83 TC- From 94 plf at 38.83 to 94 plf at 46.83 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 35.40 BC- From 10 plf at 35.40 to 10 plf at 38.80 BC- From 20 plf at 38.80 to 20 plf at 44.83 BC- From 4 plf at 44.83 to 4 plf at 46.83 TC- 226.16 lb Conc. Load at 36.77 TC- 503.62 lb Conc. Load at 38.80 BC- 1924.13 lb Conc. Load at 35.40 BC- 109.63 lb Conc. Load at 36.77 BC- 421.60 lb Conc. Load at 38.80 Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [221 W3X6 S 1.25 (231 V14XB 4.25 R 1.25 [311 W6XB 1.25 R 3.00 SS0712 ;2X4 III 5X6 � 3 G 73 64X8[23] a) a) 2X4 la6X6 zz 6 ( ) (a) W10 6 TS W12 *10-0-0 3X6 (A1) = 3X4 = 5X6 = 6X8 = 8X8 (SRS) B3 3X4 III 3X6[22] 8X14 = 6X8[31] > 4X8(A8R) 18-4-0 �lie 26-6-0 _R.o_0 I- 13-10-8 _I- 7-7-0 _ L 7-10-8 _L 9-6-0 _- 6-0-0 J 44-10-0 Over 3 Supports R=341/-648 11=76 W=7.625" R=5648 U=1929 W=7.625" R=2903 U=987 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15.01. 0 QTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. d ��� AN COMRWY 24001ak<Orang<D.., SNiwM Or1 FL M37 FL COA 90278 ••1md11r6I••x seen W roux All ImnS ON TMS DRAINNDI JG ,a . 4•Jjy ••Iwvmurt•• mxls7N Is vPq lNv To /.0 coxl°Acrvss Illawuv Txs INnAums, l a Peer [ O,••J ,S�'• raerli lnB� S,^a,ln9. ,"IPPIn9. In 41 Ild Ill <„ ..,r°=SI`(NuIIdI"°=w„w ,[.I,...-„Im..q'1PI'. .m.:% , <®wp.� INl°d• 1��•NPlir -„w�[a� •r•- �Ir• �s' o. 848 ,`)o .1 D.-It'. ,v.1l- . a . ,,,fal[m a•,.`u . NU-ZPiil, u-e :a` P=, till'. o-$ `' * •• * Al,:",: • r In^° ..,wv I...IW .....-1, r canny ew,.u.n 1 ATE 8� ai rt,�buoYa pnso [ .m^v°wwn•" l-...-I aANSV[PI<1. m, ludlI l n°. ,• .. " " II" F P,F W� A^•••I a mI. aro llq „,,..r�wn u.I.s mI. °i'.ei°i Imi..... .. Uo...<. or r,•r..a...lvi...a wI.I, �' r i li P•: ,. - as :..d ._• .r I• d,..I.D .,...r . w . �SS�ONALENG .••Pm•INnIry.f v+ F.. w., I.r„il ,^m ,.,,al .� ALPINE: a,Pl-l-.[w `: °:°r=A,=-- "I==:'�•- =.D TC LL TC DL BC DL BC LL TOT. LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 39152 DATE 09/09/15 DRW HCUSR408 15252103 HC-ENG KD/DF SEQN- 489990 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJ R408 Z23 ' 00/OOD015 Negative reaction(s) of -343# MAX. (See below) from a non -wind load case requires uplift connection. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. p g1 JT PLATE LATERAL CHORD C5� No SIZE SHIFT BITE [14] W4X8 S 2.25 5X6 6X6 6 3X4 = 5X6 �s 3X6(A1) - `�`"10 axlu� 4X8[14] - 3X4= 5X8- N 5X6(A2) 5X10 = (10347-/Model A Revised -Phoenix Realty Homes, Inc -- LOT 19 - A11) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x6 SP #2: :T6 2x6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.08" due to live load and 0.18" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. _ SS071,2 : 2X4 III 6X6 - 0-4-3 10-0-0 -0-0 T Y' t&-ple 18-4-0 able 28-6-0 L_ 12-0-0 11-4-0 4-1-8 I 9-6-0 7-6-8 1 i 46-10-0 Over 3 Supports R=765/-343 U=279 W=7.625" R=1005 U=212 W=7.625" RL=343/-386 R=4237 U=942 W=7.625" Design Crit: FBC2014Res/TPI02007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%)/0 (0) 15.01. 0 QTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. a �p0 C AN mwmxe[ 24001ake Uans<[X, Suite 150 ••11AIRI '•• la"° wm `m'°'u ARMS N THIS pwmxm ••I16U2(0.K•• NMlsx m,s 00.VIx' TO /.LL fLxm.Roaf Ixml®mc THE IxSTLLLE4z. �e�s... ,ex x Yx= 1— R., ••••,"':.:.I by Tdl eb % • _ oep.r. —A [nv,o Il ; . ' I Inxt...... ^w yr"vm" mq a ¢I� per aesl. l Ie..`noyy se `R.d _, "1�a•°� `Iff— `, "r""" -:e [°,) b : I'h.. "°"" • N;`,e,et .: ro o.e R.I., `I. `. � I.&-.�.r ,.. Id . ip i....er'� e.am xw,. m(r"., a t,mr.. e.Gn Axsl nPiei.rer mr CAI Alp:"*: °°^=;w^••Gfe k' ,111pl. ro ��'a, s I1-:"°.1ie A Iex :".„d. A ...I n..nl. a „bc p. .ep•�Pe• Imm„x NI. ar a,x. Iro lroc.w ,mpr. r p..r..,lon,l .w"�,,..rl ,e.punl Cl I Id a .ZL .er ,,,. ARRI mn b.•Iudl I It„ A. ".e a .1 a.�I.' er N' . .. I. '°"'� ^ dl, r Ad . I Sol O S 'J F•. °. �8 ATE : @ • ,A pP,.j `4.�� ASS NAL TIC LL 30.0 PSF TIC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF REF R406-- 39153 DATE 09/09/15 DRW HCUSR408 15252059 HC-ENG KD/DF SEQN- 490000 DUR. FAC. 1. 25 FROM AH U6uWp FL 32M7 M MAY0279 .ere ,.mr.. ,e., —1 .ee .LPmE: ...:rolro,...•m `*PI 6O... In: °, nu: .. ", Icc:':.. SPACING 24.0" JREF- 1VJR406 Z23 09/09/20➢5 THIS DWG PREPARED FROM COMPUTER ABUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. kju 4J Jmooel n aevlsea-rnoenlx neaiLy nomes, Inc -- brill la - Aiz; Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense J2 2x4 SP #1 Dense: J5 2x6 SP SS: Bot chord 2x4 SP #2 Dense :B3 2x6 SP #2: Webs 2x4 SP #3 - Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.10" due to live load and 0.24" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 'MWFRS loads based on trusses located at least 15.00 ft. from roof edge. Negative reaction(s) of -213# MAX. (See below) from a non -wind load case requires uplift connection. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, not located�p within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE �-•'— (151 W3X6 S 1.25 [161 W4X6 S 2.25 (201 W3X4 S 1.25 [281 W3X4 S 1.25 3X6[15] = 6X6 = 2X4 III H0912 = 3X4 = 6X6 = 2X4 2 (a) (a) X ) 66X6 0-4-3 10-0-0 3X4 = 6X8 = 3X4[20] 3X4[f�] _ 9-0-0 M(Al)- 6X6(A2) = 4X6[16] 6X8(R) HI RE3pE 18-4-0 31< 28-6-0 1- 10-0-0 _ - 15-4-0 J _ 9-7-8 _ L 9-6-8 _1 I` 46-10-0 Over 3 Supports `I R=837/-213 U=272 W=7.625" R=1073 U=222 W=7.625" RL=295/-337 R=4035 U=950 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15.01 QTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. II�� a !�[1L�JIJ L111 V L� AN 1TwcoMPkNY 24MUtogern,Sl:B<1w REum •wwlwlSx •• AD roue Au xons a ells Dwvlrlsl ••lwmrnxr• nwllImoa�m0 To nu rmnunvps Ix me° Txe IlardllLpS. ��. x ` at.[, ".�1, `pl°p,"° " `.1II^g ."° ° _ It e. °CS I`(°ulle ln9 °mV^mn[ S°Iv[Y"I nlaw[,en. °' TPI vn 1IL4I`!er v veppev �"f`"' t"648 I°;� `"1' ` '� "�""`=°rl'c°0. °t lynx' S,BB) v,�BIO �seppml ltapl-l•-'PpP lyv 1—v . ary Iwll°nv[ ma, xten° °n'Ilm'xa�xyL' nw J"In[°O,[ullx, 110 -bl . ev v, ev • 9 O°-S tr , , le [" petit lonx.°we p aoln°.. °I. xlvn nf n. o°I dln° L°,pa,°nt• °,a,° Int. Y n -1.., °°.1 tlnnATE n9v nn�Y . Ilura m bul Id Uv [rvzv n ante,... cv .1N RNS1/TPI 1. `vt 1., ndl ing, plppin°. n;t., . b,mlre °. t,n. :'w.' b ..ry:e`leiv [d w'�Ipn'.i�t',,.° Tim Wi�.ei°iti°%:d°pw sim°1 e:.°.in°e ie�".�,y :t' u,',:'i:10 •'b...II^v01.d11°° �'pn:" ^p'`� �JJ • Sic //fj i f Q • •F O�• <OO, �a Cs`f� ........ NG �w ONAL E TC LL 30 .O PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 39154 DATE 09/09/15 DRW HCUSR40 Ei 15252060 HC-ENG KD/DF SEQN- 490003 OUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 OrW R, 31837 FLMA90278 F., .° [n I.Jm.pner.. ne x�gam. mere..e ..K:-•t-•-.[Pln•t...°:.:... :�Y.�: K.`... ..re THIS DING PREPARED FROR COUPUTER INPUT (LOADS 6 DIUENSIONS) SUMMED BY TRUSS UFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T1 2x4 SP #2 Dense: - :T3 2x6 SP #2: Bat chord 2x4 SP #2 Dense :B4 2x6 SP #2: Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.15" due to live load and 0.35" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.33" due to live load and 0.76" due to dead load at X = 44-1-12. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 81 W3X8 S 1.25 [231 W4X4 S 1.25 [24] W3X4 1.50 R 1.25 6X6 a 7X8 _ Negative reaction(s) of -328# MAX. (See below) from a non -wind load case requires uplift connection. ci�jn-= 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 c Wind loads and reactions based on MWFRS with additional C&C member Czzx design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep Increase factor for dead load is 1.50. �q WARNING: Furnish a copy of this DWG to the installation contractor. Y� Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X4 -� 3X10 = 1.5X4 01 3X4[24) = SS0712 M(Al) -1 . JAY Ili ono 3X8[81 6X8 _ UA0kn) III 4X4[23] _ 4X6(A1) _ gE�Oe 18-4-0 ' le 28-6-0 L 8-0-0 28-10-0 I 7-8-0 0-4-3 10-0-0 T� 9-0-0 9 46-10-0. Over 3 Supports el R=784/-328 U=269 W=7.625" R=1015 U=201 W=7.625" RL=249/-292 R=4204 U=1037 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=O%'O%)/O(0) 15.01 QTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. a AN ITW CO MRONY 24M Lake Or�lINe @., Suim I50 ••.NWIMGI•• PFAO AYY FOLLO. ALL NMTS Off NIS DWINGI ••IwoRRAxr•• Pmnlsx Txu mwnxx To ALL wxrPAcroAs Ixawwx [xN IxsrAuws. Trvawa [ vm cure In .vec lcetlnx. ee nEl ing. anlppin9. ull .. one C[ In.� x [ ei'xeslm.11.I.xewmmt:.r...y'TPI:. 1S r.f.. e. mr da 1 finemm.. ..el.�a e.e « u Pr. m [m—. a Ibs a r xxslwwm. rya ..[„ral .m:w [ m.lr•m 170 $m _ m.`°"` w rl,.J I t D ew•"xgi 1"1 "1"l`..ne,.•�.w.[ rue ell If t v 1— ozv ,. a ne ImPplyaler to ery lyz IM11-E [vr ewnea `Ivm 1pvzl[Ivnv. ' mr "° Alol"e.. L,r a„ a[ In a"II.I„x e,.Pam., a crap Im. we `[.r . Ne.a.[I., . w eim[le� uer a ere el,q vwmw. rva n emr.rrnev .lu Ax51/iPl 1,`vr ror n.,wl mg. Ippinp. A ...I m ul. ..m,e .. x.x.�nso. n.u..e[enl.�i".DiPi I,tlluw .c Uw a..(P ro••aa.av ahrlre ,..Pm.l.11 Its p.mlr f.r w .,�. ,ti [r �.-• . [.. w r w .'I`S/QC�V rmPm•l.11ln ". w B.Ilalm [mlx..r mr AYsI/fPl t sw.z. w pJ J' 'S.^�•�.,•�i I o. 848 * ATE •:� O ••�OR\�P TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 39155 DATE 09/09/15 DRW HCUSR408 15252061 HC-ENG KD/DF SEQN- 732991 DUR. FAC. 1 .25 FROM AH OAaMo FL 12W1 RMARaM m.. mf..m m. I. �.e'. em=r• wm.w AIFINE:..e.apinelt..am`11 :.:.�S. •PI..[..rPlw..ml ."roe.: � .6::.....Imw....rx SPACING 24.0" JREF- 1VJR408_Z23 THIS DWG PREPARED FROM COMPUTER INPUT (WADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Eiwr.-.mooe. n pel - icy numal iric __ _ ire Value Set: 13B (Effective 6/1/2013) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not locatg$lill' within 13.00 ft from roof edge, RISK CAT I1, EXP C, wind TC DL=4.0 Top chord 2x4 SP #2 Dense :T2, T3 2x4 SP #1 Dense: psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member® design. Lumber value set "138" uses design values approved 1/30/2013 by ALSC (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep Increase JT PLATE LATERAL CHORD factor for dead load is 1.50. >� No SIZE SHIFT BITE [131 W3X4 S 1.25 [171 W4X8 2.00 L 2.00 � q WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY %A6 MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 6X6 = 3X4 = (a) 5X6 = 5X6 6X6 = 3X4[13] - H0510 �eueani 3X6(A1) axb — 4X8[17] MWFRS Toads based on trusses located at least 15.00 ft. from roof edge. 6X6 = 6 �10-0-0 1 . SX4 III 3X6 (A1) QE�pE 18-4-0 � 26-6-0 -R_0=0 L 6-0-0 _ L 32-10-0 _I_ 6-0-0 J 44-10-0 Over 3 Supports 'I R=1079 U=239 W=7.625" R=1484 U=380 W=7.625" RL=231/-231 R=3064 U=822 LN=7.625" Design Crit: FBC2014Res/TPI-2007 (STD) ( PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/0(0) 15.01 1 OTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. d �� nNnwcommnY },mom<udls=D•.slw.lw ••wa1wF-- wen Alm Fauw &LL Inns axis Pwnxsl ••IY191lTNn•• Finaisx,xis wwuc To ALL mrtwcrcis leaunixs nn; naruum. Trveme .opal o ertroro ev 'n I.e.lce[1 .,nCll n cull vna v. InO� .[•vP t u . �=s,`mc=. I.p ras, � s.ef�rn° . =r'p.l : a �.•> : • -_•. ro .... m w�'.,t.Nro'�rom Ip , I In,vnp., wl mroro•mr a Ids pal eesi. 'unlp,. aln m� 'I aa.ua.:•".naaro a..T., i:m. "..� :a �ernwaii,a w e:"=a� 810. •,pp„�„lo. ;,,.en.'.. �"` �e �• Pat nlnt �...I �,, mill, ro.n.w°'I'7 0.-::a :vb. Plato w,': m.`°"'" ms c,�P iro. .n.ron,l , mr .nN.v„.u,n Lro t,p„� • <min, n.IG 1Nsl/lY�,. p. Ipr l.. pro. rowro. •�..a sun ui. eloms .u—�ww n.nro rni, aLaro. xnm P. .,Daum, or vq�.hf a�1ro f:ie"�rymld'.'�;l.�rooe;p'.l. ,,..m,tlllt,..b,...,,uI..,,.iro Pro... 8^n•Pe<l„�.. �O � •y,'�•. ?: ' ATE •'� O&�''•. F(OR�pP••`��t. V �assj�p�A�EN TC ILL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF REF R408-- 39156 DATE 09/09/15 DRW HCUSR408 15252063 HC-ENG KD/DF SEQN- 732976 DUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 DflcodO n. }$B}) FL W COAP)B Far m.p In•ow ­ m v 'eC rorvl 8^ro .1d [no , ALPINE:-•..I,Innlf.em `.Pl:-- °".,�•_ ::e. �v m : Ioe u"�. THIS DIG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Dense :T3 2x4 SP #1 Dense: Bot chord 2x6 SP #2 Webs 2x4 SP #3 :W8 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads ------(Lumber Our.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 4.00 TC- From 94 plf at 4.00 to 94 plf at 40.83 TC- From 94 plf at 40.83 to 94 plf at 46.83 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 44.83 BC- From 4 plf at 44.83 to 4 plf at 46.83 TC- 204.09 lb Conc. Load at 4.04,40.79 TC- 130.62 lb Conc. Load at 6.09, 8.09,10.09,12.09 14.09,16.09,18.09,37.74,38.74 BC- 159.65 lb Conc. Load at 4.04,40.79 BC- 67.08 lb Conc. Load at 6.09, 8.09,10.09,12.09 14.09,16.09,18.09,37.74,38.74 BC- 1421.40 lb Conc. Load at 36.40 WARNING[ THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 5X6 = 3X4 = 6 - v ' ' 1 .5X4 III 7X8 = 4X6(A1) t-&- PE 18-4 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row d12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row o 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MVFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE (211 W3X6 2.00 L 1.25 [251 W3X10 2.50 R 1.25 5X6-- 3X6 [21 ] 5X6 = 3X4 = 3X4 = 5X8 = 6 T W8 �10-0-0 3X4 = 3X10[25] �-7XB _ 4X4 = 7X8 = 7X8 = 4X6(A1) 14-0-0 1- 36-10-0 _I 4-0-o I 44-10-0 Over 3 Supports R=1561 U=590 W=7.625" R=5139 U=2002 W=7.625" R=2867 U=1105 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01 1 0,11%, QTY:1 FL/-/5/-/-/R/- Scale=.125"/Ft. ••IAlmlwl•• RED Alm FDuw All IMES DY MIS = Wiwi ••IIWRTAYF•• Fwx,s, lxls wu,xc m Au m11mAc!°Ys IY4Amlxc tYE ,YSTALIFAS. OO a�\ • $`L • �/ji \ TC ILL 30.0 PSF REF R408-- 39157 DATE 09/09/15 d AN co MPS Y 310D Lot Orm:se Dr., Su'de ISD t =_ _ �"ram t,m• m� • mAl � > Pr�` ..t,p d YDs,. 'Dnmm e"_�PI3. 07 , `�' m. Dr..... .: .. Aw, .:....em .I utmt m r I.wu ,n as nm dA p„Z: .��.�..,r in o�, �R P��,."� ��• �A i em �ymi� � a i.:�°: "d', .;piY .^a ,..,w .t."„ nt", ....m. .:u AusvrPl Ler ..�O.A A'r., mlu,. d.v„q e/I`v/,rat.p4m. nr P•Pm.,wu, m°,:wrma m.dw,Y„ Itr m,.,r u,.,. •••Pm•lel „ey .r u.. m,,e:,y o. 848 ° y '• ATE y: :oFCOR\OP.`�0`O o S • N,A '+o 'S/DAJALF' TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DRW HCUSR406 15252106 HC-ENG KD/DF SEQN- 732968 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 °'�'"°°;,�, ;�," F" '""`° • ;"°'e °""•' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1U341-/Model A Revised-YnOen1X Kealty KOmeS, Inc -- LUI lU - AID) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T4 2x4 SP #1 Dense: Bot chord 2x4 SP #2 Dense :82, 83 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X4 5X6 0 6 5X6 = 4X6(A2) L"0-gl L 16-0-0 R=2203 U=399 W=7.625" RL=393/-416 5X6 : 5X6 3X4 = 5X6 = 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 �6 2X4 el (a) l B3 5X6 35-4-0 Over 2 Supports � +10-0-0 4X6(A2) R=1999 U=347 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O°%(0%)/O(0) 15.01. 0 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. d p �� AN ITw cOMn 2Cv0L k Owns DI Suile lsv ••WAIMIMDI-• wFaw aw Fouw &IL warts a Txls DRUIxcI JG $.jay •• bVRTAYI•• pVwllsx Ills vwu lwv TO /AU WX.3 ON IRCW°N TIE 116T1LLals. T[uam, [ F[gL51[Iwvl lC lrg Cmpv,en n,Mll ulpPlna. In,tvlll�P vw'e ,M Oa•°J • tS�-••- °°"I ° ° t s.I[tY"P"1[,.al�,.'7 :";;.: ectic.,' .I . u pI.N as IW'ebm .a tag°r.m ° ifo a r °Lil. °Ilnl nf`w°t < Im roll�n,�l � a7.°.,e,""';e�:,' �`" 1 °.`�, v' wLs° °• �8 'ro'eht°oa:' w° I ° °IIma16"t °AT °• * .... m [w.l I. Nam° eF m. a o , m t -,qsn, 1.l '[ W t em °.mrov.N..5.ITPI I. fo al ar anY dw I at j`. I[ &p [lW t..a,[,. w •: °L P,IaW ."u,l m NI. O.,•Inw u [w,, pP Ilulp UI. Ytu l,p. IM I[,u[ ,[uptus, et protuloul vql m,.l .mpa,.1eI„tY DI I/ONALENv� • ey I [dt+e.lla l,g l vm�.r ualp.. ml sm.x. TC LL TIC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 391 58 DATE 09/09/15 DRW HCUSR408 15252064 HC-ENG KD/DF SEQN- 490006 DUR. FAC. 1 .25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 OfW0,FL 32837 FLOOAFo2]9 Far m°1lam a lee1 -rn:' U9/U92Un (10347-/Model A Revised -Phoenix Realty Homes. Inc -- LOT 19 - A17) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T4 2x4 SP #1 Dense: Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MIWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X6(A2) = 0-a THIS DING PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRU SNP. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not locate within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 ps wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 live and L/180 total load. Creep increase F v4•N factor for dead load is 1.50. 6X8 ss 5X6 +10-0-0 ,,,. V .2 ) 35-4-0 Over 2 Supports - '1 R=2203 U=446 W=7.625" R=1999 U=392 RL=348/-371 - Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.01. O QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. a 22 /B LS LP AN? COAA NY ]Aao Lam or.�e Dr., svne lso ••WaN1HG1-• suv nm TOLION Au vmTs w THIs DNUDaI ••IY{OTNR•• nvwisr ]xis ve.nvv ry .0 mv.noss ivnuv;vc nm ;m.uFvs. J / a ..'rE. or *.i':� NNA) : ' e(>"o ` �•✓J � Sic+, y 11' °,%-111 Sec 'c Iorl'"`� I -Poo—` " r, a"' -b '"" °"`'"I'llB s "''cv�� T 0•* �B ' * ... „;"t 1. In wI .. `-NI- 1. P, ,r w 11111.9. -r..:." .d".. w,T, or, p " ., -. Nor.' - w " .roN-Z fo,, b 'd P.,t, u+I"".. ;. ,r m v Inv 11—t.fcr—P ;K. en.; .w",I Err ."N"".I ua, 4 ATE : Q . one: a"o, =,r"„ 1• 11-•M..1u.+IIPI 1. r.r for ."".1"9. __"_. IN •,F pP ••�N, •—. r. ,rv„m. . .i =• mi. or ..im . w.ohN �P.o n��s;m u;. er..p.vi ;m;,m... uPi• a. ,r"Pein..ia.iv vi...ri �.' ... 1. ro.�le.�1.e;,-.Y'p'I. I., P,r..,rEP.;� •"°""' r" ."" �• `rS/ONALENv TC ILL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 39159 DATE 09/09/15 DRW HCUSR408 15252065 HC-ENG KD/DF SEQN- 490009 DUR.FAC. 1.25 FROM SM SPACING 24.0" JREF- 1VJR408 Z23 Orlando, FL 11837 FL COA NO 278 „r, lf, tl," .^a w m".",.e �•6Pi"mt,....; III! ... ere: srn '�>�: �__'= -r-.-ro ' 09/092015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS RFR. LIUJ41-/M0Cel H KOVISeC-rnoenix Kea,my nome5, Inc -- LUI le - HIU) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense •B3 2x6 SP SS: Webs 2x4 SP #3 :W7, 118 2x4 SP #2 Dense: :W13 2x6 SP #2: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Truss supports 350# meth unit; unit centered at 29-9-0; supported by BC; unit width 4-0-0; supported by 3 trusses. MWFRS loads based on trusses located at least 7.50 ft. from roof edge 6X6 = v 2X4 III 7X8 = 4X6(A2) = 2X4111 3X6[15] 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not locate ft within 9.00 from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 P. wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD t� No SIZE SHIFT BITE [14] W3X10 4.00 R 1.25 [1 [151 W3X6 S 1.25 [261 W3X4 1.75 R 1.25 [271 W3X6 2.50 L 1.25 6X6 zz 0-0 R=2233 U=796 W=7.625" RL=315/-148 5X6 = Design Crit: 3X10[14] 35-4-0 Over 2 Supports 1-2007(STD) 5X8(R) 111 6 3X6[27] - 2X4 III 7X8 - R=2193 U=754 YLI IYF'. Wave FI/H1=U%LU%)/U(U) 15.U1. u u1Y:I rL/-/b/-/-/K/- Scale=.Idlb""/rt. ••weNllNcl•• MEAD nm Fouw d11 ImrEs w nlls UWVINfiI G 4f/y TC LL 30.0 PSF REF R408-- 39160 ••IIOONIYn•• FV21115N lx is eR/J IM4 To ILL MtlR1R065 IxflLY lxO TIE 116}/.uRS. J `a °c : r �I : e> o '� : u) xa. +J sF+ TC DL 15. 0 PSF DATE 09/09/15 °I•BC51 B"Ild1rO y !o y to ry l,p `Vwm Iwce a. In,ullc,a uxll p�lN �uaar ee ° Inby per e'el�°Yn�lm w[f° III 1� too 11'Id -ills:' ie::�4a°�.dy..°` `: �.,.."�,,.,("i:w.. °I°:,,el 1 or s. .` ce ors • o• 64B BC DL 10.0 PSF DRW HCUSR408 15252066 e� ate m er t o.. .pal lt.bm. dppl �.Lteaw .0 .,et , n wI .m.0 •- d .t raeax-::.r �.`4.:e°a'° A E 7Q BC LL 0.0 PSF HC-ENG KD/DF • " r m"eau III c ., Or, m Ir AN ITW COMMNY In 1 eny a Helot or'°�vd r.. ry . 1..m .. ee .IN.N511111 �1. or . ", h.ppl"0' .•• p TOT.LD. 55.0 PSF SEQN- 490012 ♦ 1111'onm[. dr .mpor 'Imr oge 3I'tIM =1 drool" IN I�RI.--Pt too of M1ulwl "1 r oof lh /l^•..•�OR\O y —I.ly or . Tlu ot.-O.. y . It .r . r.. or .m •t ,o l• 4,p/D �Ne DUR. FAC. 1.26 FROM AH xi CO Lvt<OrmD<D1.. st11<ISII 1bl 11ty of me B"I1d1s OoolP ' per 1M41/RI S.c.2. NAL 0r1ai 0 n' J381J " ;°° "... "`° SPACING 24.0" JREF- 1 VJR408 Z23 FLCOAN0278 1xE:°Mmd: ... >e la �... 09/09/2015 "IS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :B1 2x4 SP #1 Dense: :134 2x6 SP SS: Webs 2x4 SP #3 :W7, W8 2x4 SP #2 Dense: :W13 2x6 SP #2: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Truss supports 350# mech unit; unit centered at 29-9-5; supported by BC; unit width 3-6-0; supported by 3 trusses. MWFRS loads based on trusses located at least 7.50 ft. from roof edge 4X6(A2) _ ILa-o-�o 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED 3€d't bldg, not locs 0 within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4. wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4 JT PLATE LATERAL CHORD r No SIZE SHIFT BITE [17] W4X12 4.50 R 1.25 [1 [251 W3X6 S 1.25 [261 W3X6 S 1.25 [27] W3X8 S 1.25 _ 3X6[25] 2X41I1 7X8 5X8 = 3X4 = 6X8 _ 3X8[27] 5X6 = &. 4X12[17] _ H0912 _ 2X4 III 24-6-3 tC 10-9-13 35-4-0 Over 2 Supports R=2232 U=804 W=7.625" R=2202 11=763 RL=350/-176 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15.01. 00 QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. d AN ITW CO MFNNY z°CO �G OIOOst Df..s II<150 ••�NdINGI" READ NO FOUR NL IDn.S ON TIUS DRAMW ••1109RrNlf•• I ... T.I oOAMM TO Au OtOnCAcl°RS I.Q 1. TIE IrbT.LL . , . .., ;.f ... unrv,ma ` i'Dal`(9ul aln9 `[ 00000X Sol [9 .• `" ..I... , 1P. [ (� ; ."I- ... .PI'nnC RCA '"'. ° I W .In< uu,n .w r, cul l V u [n•pa.. r� ...... 0 a . OOSI��U •"a,`m `rma"w.1;."1ia,:[Sa .�;..;`-1Al olot" ""['Ji.I"[..".. .R `°1:�i Da` I- R o •I ..[ se• . " .I lol. `;.I". O.mll.. .:.e1�;'e I°.. .. : 1�M-::or .[. ,. P1 „•.°°�� a.,1m. D..r NI DO too it m. .< m D.na ms .a. ." ,[cr, I" Ao , .Pa,I r.. A, d.�,1•[I�TrV a su�Al.[Iw • moot . [r uaa.a, to 1 .1 n canla.I.A .,N ANSI/TPI 1. r.1 or •n 11. I11 .O, A...I W. a ..LID . r AA•t. I �[I.v al. °14pta. IMI�.[...—M.—• .. Prvh.aaul _m...rl. r..pan,IClII[y.ol.1�).::,e III[,. ..... r..I.R .r."„. r.I. r^°P°^.ICll lty . Z. IC Irq Migror yob AM". 1,5m.A. •P.r JG . ,y : J • • S . o• 648 . AT °Q • • (` ':.FLOR\OP.•�B, ss /O NAL S TC- LL TIC DL BC DL BC LL TOT. LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 39161 DATE 09/09/15 DRW HCUSR400 15252067 HC-ENG KD/DF SEQN- 490015 DUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 Orl=do. Fl. 13817 FL COA RO P8 ..­—Cl— ... .^m — I••a�• F" A'A.M:.....IPm ":`TPI:... [, m MCA:'... ICO :L.. 09/09/20t5 THIS OWG PREPARED FROM COUP M IWIJT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS UFR. LIui4/-,moael A Kevlsea-enoenlx rceairy names, Inc -- Lu, 1w - Azu) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T3 2x6 SP SS: :T4 2x6 SP #2: Bot chord 2x4 SP #1 Dense •133 2x6 SP SS: Webs 2x4 SP #3 'W9 2x6 SP SS: :W10, W17 2x4 SP #1 Dense: :W11 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Mechanical Unit Loads Supported by this Truss Load At Truss Unit Unit Supporting case# X-Loc Piece Lbs. Width Trusses 1 29.69 BC 350.0 3.50 3 3 29.69 BC 350.0 3.50 3 MWFRS loads based on trusses located at least 7.50 ft. from roof edge 6X6 = 3X4 _ 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not locate ft within 9.00 from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 p wind BC. DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Calculated horizontal deflection is 0.15" due to live load and 0.22" due to dead load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent Live load. Calculated vertical deflection is 0.69" due to live load and 1.02" due to dead load at X = 24-5-11. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [191 SS0712 5.12 R 1.25 (251 W3X8 S 1.25 [26] W3X8 S 1.25 [30] W3X6 2.50 R 1.25 [311 W3X8 3.25 L 1.25 [361 W2X4 5 2.25 SS0712[191 = 2X4[361 III 5X6(R) III SS0919 = 8X8 = 3XB[311 di'h "4N4pj'Aj2rA NIP' wit i 3X8E263 � P9 3X4 = 5X6 = 4X6(A2) _ 0-0 3X8 _ H0912 _ 3X8[251 = 3X6[301 _ 8X8 _ 2X4 In 4- -3 +10-0-0 24-6-3 10-9-13 35-4-0 Over 2 Supports R=2238 U=814 W=7.625" R=2197 U=755 RL=301/-163 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: FBC2014Res/TPI-2007(STD) Wave FT/RT=O%(0%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. p In1 I� AN'TMM COMPANY UOJ LOke efinse Dl..SW101$0 ••WMINGI" PEW NID KUA NL M16 W THIS wwlNGI ••IIWRlAW FI@XISX 1XIs gMNIW TO YL COMMCRNS INawINL T16 116T1LLFA5. In [ .i.au.a, °�Ino. _, n [al ue., N..n. [ _ ` "`° "a`P"rb..°°"""° "" '" "" m" ro�P .al .':oa';�,.°°°'a o1:`rc'a: ;or.��._si V'^'^ . „ `. '� b ^' `" �,g.e. ^' ., a p.. "`a [°Ip,^n. [. a[ In eau u°Iry [ '[G fan,•mn Ine.'Ah .Pa .nN°an um p� . 'Ia a [n Cull rvamiPnucw[aPN51/TPI .. `a, 1., h. PP n0. pP np. O ai '"°""""°" A -.1 en 1• •.'p o. -1 PP•p. 11 [Iq NI•iJl Wlpl IN I�.W • eNpYrc P .••P_. •np l,w; lq rAANNAAIb ";[, �11, 2( AcN 1g�.NN-.. ,N. AA . ,an .. °r�'�:.r .., .[,,........ -,.b.. 1,.1 Ve 11 ANNI/RI 1 S ... OV ' n4 /ny ''�i• VF' 648 * •* ATLi A '; ' Q- • N(/ o •:�coR�pP`a`� '%SS%pNALENG TC LL TC DL BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 39162 DATE 09/09/15 DRW HCUSR408 15252068 HC-ENG KD/DF SEQN- 490018 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJ R408 Z23 O,L'ndo FL 32837 n. COA 40278 Per rc l.. a. .^ eh e�"•. P'ew ALPINE:..•. 1pi-1-1d`Wi:..•.[w .eye: N ::...,� u.[r„c . ice; PA..1[Wr.."g 09/092015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T1 2x4 SP #1 Dense: Bet chord 2x6 SP SS Plebs 2x4 SP #3 :W3, W9 2x4 SP #2 Dense: :W11 2x6 SP SS: :Lt Wedge 2x6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Calculated horizontal deflection is 0.13" due to live load and 0.16" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.65" due to live load and 0.82" due to dead load at X = 17-9-2. 6 Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 pIf at -2.00 to 94 pIf at 6.00 TC- From 47 pIf at 6.00 to 47 pIf at 35.33 BC- From 4 pIf at -2.00 to 4 pIf at 0.00 BC- From 20 pIf at 0.00 to 20 pIf at 6.03 BC- From 10 pIf at 6.03 to 10 pIf at 35.33 TC- 503.62 lb Conc. Load at 6.03 TC- 226.16 lb Conc. Load at 8.06,10.06,12.06,14.06 16.06,18.06,20.06,22.06,24.06,26.06,28.06,30.06,32.06 34.06 BC- 421.60 lb Conc. Load at 6.03 BC- 109.63 lb Conc. Load at 8.06,10.06,12.06,14.06 16.06,18.06,20.06,22.06,24.06,26.06,28.06,30.06,32.06 34.06 Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/240 Five and L/180 total load. Creep Increase factor for dead load is 1.60. JT PLATE LATERAL CHORD No SIZE SHIFT BITE (191 W3X4 S 1.25 [261 SS0312 S 1.25 _[301 V15XB S 4.75 8X10(R) (0 3X4 = 7X8 = 3X4'[191 8X8 = SS0712 = 1.5X4 e . 0441"Niml M10 M-1 SS0712 = SS0712 = 3X4 = 3X8 = SS0312[26] SS0712(B9R) L-0 10-0-0 III 35-4-0 Over 2 Supports R=4193 U=1692 W=7.625" R=3970 11=1613 ' Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15.01. o, QTY:1 FL/-/5/-/-/R/- Scale=.1875"/Ft. _ IjI d L�LJ I� """�"�"" =wand'• Imno um roues ui xorEs a ]xls owvlrcl µ ••IIPORiNa FYGI5111NIs NO FO To AL CUXR,M T III DWI TIE 116, IID.. "„" I NI°Pln,. 1 "° " tlel,o ` nL0051e{Cul lClnp Cmp= n S•Inq"� "welu,, ey TPlln rtC,J I e. n y n .1 , Pe�°a u,., ,,,mt In... a".^:,,.0 Pr• =`,mwr.� e . e=sl�" ,I m [=a°,w".Ie.n° a":.nm� 1;(,:: t"y :m "�I(p°( `Yt" s v=[I=tW�0.9, un 6,U.,. �,.MPIy ;l,tn.'a a1nnf "r ,mn .. _ �. tllll. �m ,nlnt mmll,. al eT°,, n =, m ::; ;, ,sa.z� °=°"a °•° .It m 1 m Alpin=.. el., In., n. n. n I..9 Lm„n=ne^ c,mrc�m ", e,Pm,l n .n, nY a m ., Inp. nnY I.T. luw t eu11JINn a Inrm a vI- ANSIRPI VI nr Icr Av.W11..8...IPO.., e, f�. S� /2 o. 848 ° * ' 5 ATE r •FZ.... @ TC ILL TC D L BC DL BC LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 39163 DATE 09/09/15 DRW HCUS R40a 75252 Wa HC-ENG KD/DF SEQN- 732842 :+m L,Eta,lt, m., s"im im l�a;..� rvvEmvl Ll llty m1,lY 1"I W Om�l pn II"p1tlq TM alm"ItymnYt•w of Glt� Cry lrq /nxv vl IIw'.,q 1AIl lty nyW IW11CIrq M1,Ipor m�AxE1�1, .. NAL�G DUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408 792 on.,Pao.Fl, I:sn Fl.fPd tlll ]]0. m •am••P� = TPI m ALPIME: �.. vlP ln•It•.cm. ,.,.,IP ln, c."rO: rtCA. M.amlmusery.cm: I 1m,.lumlv.a rg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY (10347-/Model A Revised -Phoenix Realty Homes, Inc -- LOT 19 - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SO #2 Dense Webs 2x4 SO #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live -and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 = 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. EW-w L� 2-0-0�j L- 2-0-0-j 6-0-0 6-0-0 6-0-0 I jE 18-0-0 Over 2 Supports 'I R=1212 U=453 W=7.625" RL=216/-216 R=1212 U=453 W=7.625" = Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. •-umzusl•• x um rauw nu Imrs a .xls DJ W ••ilBamAxr•• nnaisx Ruus m Au mxBPAVB's ixmMBixB WE iia[Aums. miS B """" �.: "rmplo,: ; G; : -I e'B fca a s zM s.m[r :";:. "m.�n°.. °u"i°.°`,',° J / � 4• •y � TC ILL 30. 0 PSF TIC DL 15.0 PSF REF R408-- 39164 DATE 09/09/15 p �� ��`' d �Li� AN mW COMMNY . u.... .....c .mr[ :e °,`K ` [".,."ie .[ao;B.e' �` d" �';°.�i as �.o`.°'i.«°`:. ".'7sB,_ir:°. PIP i., a dlv If 1W Be Id1"` Cv.q°"°n ne ' n°e mpmal .°revnyytl.vl [Im °:a�.:':[:"�:.°. ds ° [...,.... .°�: ,,.°.d.�=, ,xsi.[Pi A .[[I In Ulv dr—:. or —.rip p[ I l r[Inp NI. d;-.ryi IM ew"�[ av .♦ pfrofP[.1 w1 �plw'-p .°�r fdr ve .�, [r ."d v" n[ r..i,a ...,r . r. r°•P�ni[ei o. 648 •� * ATE •� v�Q• O .tiF20R\O���TT 'm'S'S/ iNV BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DRW HCUSR408 15252069 HC-ENG KD/DF SEQN- 732945 D UR.FAC. 1.25 FROM AH zaao iB�<o<Bo<rn s'm lso i i`r [r.r pu1p1ip 161.m 11 S11.1 �.'. m�ONAI SPACING 24. 0" JREF- 1 VJR408 Z23 CT < FL 32M7 n.00AN027R I., — • , '^°'' s.... tl '"°'" `°° ApINE: ...aPmmc..cd. TPi ....eym«e.°re: =A:...+[m"d." Y: lee :... ro.om 091092015 U347-/Model A Hevlsed-YhoenlX KealtV Homes. Inc -- LUI IU - bUl 3-YL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads -- --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at 0.00 to 94 plf at 10.27 TC- From 94 plf at 10.27 to 94 plf at 12.73 TC- From 47 PIP at 12.73 to 47 PIP at 16.94 TC- From 94 plf at 16.94 to 94 plf at 23.00 BC- From 10 Plf at 0.00 to 10 plf at 16.94 BC- From 20'plf at 16.94 to 20 pl£ at 23.00 BC- 2129.99 lb Conc. Load at 0.94, 2.94. 4.94 BC- 1998.68 lb Conc. Load at 6.94, 8.94 BC- 2193.06 lb Conc. Load at 10.94 BC- 2202.40 lb Conc. Load at 12.94 BC- 2196.61 lb Conc. Load at 14.94 BC- 3969.70 It, Conc. Load at 16+94 WARNINGI THIS TRUSS IS NOT SYMMETRIC. BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR -MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. + PROVIDE (11) 0.131"X3.0" GUN NAILS IN AREA OF CONCENTRATED LOAD OPPOSITE HANGER. WITHOUT SPLITTING LUMBER. 4X4[8] 6 3X4 4X4[19] �, --1 6 3 COMPLETE TRUSSES REQUIRED - Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 912.00" o.c. Bot Chord: 2 Rows o 3.50" o.c. (Each Row) Webs : 1 Be. a 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to grain required in a�ea over bearings greater than 4" 170 mph wind, 15.00'ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C. wind TO DL-4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based an MWFRS Deflection meets U240 live and U180 total load. Creep Increase factor for dead load is 1.50. JT -PLATE LATERAL CHORD No SIZE SHIFT BITE ( 51 W3X4 S 2.25 C 7) W4X6 2.50 R 3.50 [[ 8] W4X4 2.75 L 1.25 [t 21 WSX6 3.25 R 2.50 [19] W4X4 2.75 R 1.25 20 W4X6 2.50 L 4.00 3X4 4X12(B8R) = 4X6(R)[7] III 5X6[12] �Xg = 4X6(R)[20] III 1 .5X4 ul 10 D0 ' 3X4[5] III 4X10(A8R) 1_ 10-3-4 _1-2-5-8-1_ 10-3-4 _I 23-0-0 Over 2 Supports 'I R=13272 U=3310 W=7.625" R=9922 U=3307 W=7.625" ' Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. ' a pp nN In" OD.,M. - 24001ah Owo De. Sumle ••ItlHtllfNlf•• f.v .. tali mll x111a to /.LL mnGc.o6 Ixnaollla lxE Ilb-elLl fla. �.ae `a�I`,a. al.a.�:o� e r eC51. nOnla„`w arZlll'g i;_l ;om '"A a° `.� I pa w Jalnt IAtal la. - �mt a rvl v. -I., w n ar, 6OG-L a✓ • n • a po, m.. �^1f A.Plnn.. s o,�a.t.t. a ,Fall net w. A, A s Cta 1 anY'Ial lure w'Wlld'uvn<ry z n cm.fef-a .1- Allalp. 1.'- -1 p1 Ims Ippl,g. r I.,tal.Ltlan A a'......r t'n"". -� A wal m ul. d nav or ,aua w .1-11 -1A aive'leli I.I... .' U'arca. ar orcraaalmal Ap ll�rtl,p r=•:e.::ty aaiaa, rar tea -un w< W t, . ,.,a a slag a' .mss��NALEP Pallal.gd , P....... s:,. rear O S /� • Fa i °' 848 • � a ATE t Q ((L .A<OR1�P'•C��t' �.' . ... r-\ TC LL TC DL BC DL BC ILL TOT. LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 39165 DATE 09/09/15 DRW HCUSR406 75252120 HC-ENG KD/DF SEQN- 732939 DUR. FAC. 1 .25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 Odmd F,32837 F1,MAY0278 .a tan edl„m,Pa"�",1 .AU.>o ' AIPmE.....a IPI Y`TPI a• Plum. sr .: a.a a,try.a®: lcc: - 09/092015 THIS DWG PREPARED FRON CONFUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR. uv-nnoael n rcevlsea - lue Set: 13B (Effective Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 _ 4X6 170 mph wind, 15.00 ft mean hgt, ASCE 1-1U, CLUShU bldg, not "'at'.within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 p wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge _ ,4 EA 3X6(A1) = 3X6(A1) _ L�2-0-0�j L-2-0-0J I. 10-0-0 J _ 3-0-0 J - 10-0-0 J 23-0-0 Over 2 Supports si R=1495 U=556 W=7.625" R=1495 U=556 W=7.625" RL=304/-304 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. ••walwl-- RFAP AM19 Fm2w Au xmFs ox Txls ORA\IXGI J �� TIC LL 30.0 PSF REF R408-- 39166 ••IIWRfN1f•• FVwISN TM Is oMtlO TO YL mXlxlCip0.9 S NtMfI I 116T.LLE16. O „Y::' Ya� . x il`(9:I :Iry I�x, nv=lyn,. MIPPIn,. y [.I .... J' SF° TIC DL 15.0 PSF DATE 09/09/15 ` C sv,.t I"rnmum. m11.N IIu r"+:ev,r n , m pN, rar�NO n —11 P-Ida [ 1 m e afro a , 60s�111,U"111; ro m :7a1. e°I ing.l h— P1,1y :t e`, a "' wlv .1d t ar`:a _ v" _ om: °' 648 BC DL 10.0 PSF DRW HCUSR408 15252070 ^� • e.. a, ., 1.. �Yd=I .Ivy. [a • I Ip` w. •, M..n[ d �`UJu .Al ;e n[ wt II•....atad a,,.a�l . aarar � Ill. . I Mt bI , ,t °, a P.,Itl.n•.e i e BC LL 0.0 PSF HC-ENG KD/DF Al I,"m • dl" If In al "sMrmde.. I.I. I .Il . I m •Pan e . .aY a m o-a.� t, ATE vn�Y rv�lu. [. f N /JI51 /!PI 1.'or orj°v n9. MlpPlnx� "NlrwcomParrc .I. ..I„xIf""'.°" •FGOR\�p''°��� TOT.LD. 55.0 PSF SEQN- 490021 ♦n r.l m ml• d olp df e d Is ..-I,. ql. 1-bl.. Iltllc.u..eop4ls+a; Pf., ml lm.nl ` \ CI Itr.eldlwrm,d1 IPnY,m• Tv.ult SIIt,I.2..dI=•.rV,I. ....p d,.r,y. FROM AH z4mL�Leu.xsxrn sxne lso Ixll ltr a mlldl,q oa,l�, P„ xxslml , s=.z. IS/ONAL�N DUR. FAC. 1.25 016vdd FL 32&iT rFa, na.. In. lan >ro •gym •o.,�'.. P•x�v� SPACING 24.0" JREF- 1VJR408_Z23 FLMA902M u I..: .....l Plnal e..em l.:..,.tPl e. a, , rreA:.....etl a.vr��. Im.....l�..r...,x 09/09/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUNITTED BY TRUSS MFR. k IU&4A-/Mooel M Hevlsea-rnoenlx Hea1Ly nomes, lee -- ... .a - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Fv"M 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 6X6 3X4(Al) _ 3X4(Al) Lic2-0-m1 Lc2-04tJ 8-0-0 7-0-0 I 8-0-0 I 23-0-0 Over 2 Supports 'I R=1495 U=558 W=7.625" R=1495 U=558 W=7.625" RL=260/-260 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=o%(0%)/O(0) 15.01. '0'@q QTY:1 FL/-/5/-/-/R/- _Scale=.25"/Ft. 'X"RN1NGI" READ nm Fuu.a Au hl a OR l 15 °""•m&I ••mporsaxr•• iLAAI 7HI mu�ixc m u� cgxrn]ndps iva]miAp 7xE RaruAvc. Q ; • S".�oy/y TC LL 30.0 PSF REF R408-- 39167 DATE 09/09/15 d qH nwconnw.Hr ' "M. ` ��(e �`"` e(r"° �. l I mrAi`:: ' ��>">.;<x� �' n:r,. "`in,..,,.., ,C., �'o.e k e , g=:�. "gnoz, nova f,p�"''•'" °211 p` "'•"° "'"�'� "°• ." I (' p=e � iegB eC�IY��Apply :°e Ae,nx°gam"„x. xx „—ld a n�`e drvin .'11oA-z - `; dd l `. p_.f.a„`�� 9[ onz' ]e ] a a vpp 1 e° 55 , p Ae ••'ma'w eeA PX]`nOeF nr . buns i,n9 1 Ipp,n9 V Alp::, a ,v e e in a.,Neng e e grw^ in.. s,. r.xwnx ne. Noe,. �n e; " `� a x."xx,x. "' " `e" "`"' `" "'"'°'' A AA.. an NI..n ., o —1 p•W Ilrt,ry... dn..lryi Ind le.b..en°p'. d. et ....As lenA. �lnxnl.g •^.pa,•,°,,,q, •o'v,r pI(ae d..l®, .bl. TdA -1- " Add ,,.. If —.. 1.1 AA — N. 648 1. R i ATE f o,<(•.:°<oR\OP•,.•`��T. 4 y `ss'/ONALEN L TIC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DRW HCUSR40B 15252071 HC-ENG KD/DF SEQN- 732828 DUR. FAC. 1.25 FROM AH iCm le% 019 fe Dl. slNe lso .�E,IIq If ile ^ 1)—.1111 AAA1l R. 1 S .z. SPACING 24.0" JREF- 1VJR408_Z23 Ulanda, FL 32837 KCOA90276 mn . zw g .. .ve >=p�"e.--• "*p'�--- e.g"R=u:-- ��'cca-•- THIS DWG PREPARED FROM COMPUTER INPUT (LOBOS & DIOENSIONS) SUBMITTED BY TRUSS MFR. t,uj4/-lmooel A rcevlsea-rnoenlx neaimy nomes, Inc -- W1 19 - au4) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP A2 Dense Rot chord 2x4 SP N2 Dense Webs 2x4 SP &3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240.live and L/180 total load. Creep increase factor for dead load is 1.50. WOM 1 .5X4 III 170 mph wind, 15.00 ft mean hgt, ASGE 7-1U, ULUSEU bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X6 = 4X4(A2) = 4X4(A2) = L<2-0-0.J L R=1495 U=560 W=7.625" RL=216/-216 23-0-0 Over 2 Supports La-0-m1 R=1495 U=560 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.01 QTY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. •�IBG3•• READ wm Fm3 &u. NUB ax nns MMUNG1 ••11pONFAYF•• FUWllsx Ills ox/JIxC T° µL I.pXIMCIw1F IxuLDlxc lxs ...LLlID:. J •...//L ° S TC LL 30.0 PSF REF R408-- 39168 OQ J• �~ DATE 09/09/15 ' To :'x®rsl to,`. al �':;e:,�:.:'e:r"' °".:°��",°"' e,".':P�':"=°rtc.,' ,1-111" "bb1'' '; •. TC DL 15.0 PSF t."" _ �:e fwala,."�",..: ., ,I.lI P- �.•Pet.m b elb Pet c etm .e o. 646 •� ORW HCUSR408 15252072 `.old tel " x�t°��°..;."`: Pe...Iac'i.a `"'"A °"° e.`:e v'�(m; : c oia ti ~' ° * * BC DL 10.0 PSF d L�� ,eaiw o1 o�mo.. .PIlc.bl^I •f ,1 .... ea°°'v:io. �'`...� P, leaxa°r el,...du"x �nlpp ..� �. ATE BC LL 0.0 PSF HC-ENG KD/DF A�°:I, . . IT d:"x �" . ct "°, I.le a°,1.., ,wl,t„" „s .b.nv" .r •i� SEQN- 732825 AN iTW OOMRANY . Ifur'ta'WIId— r em "r..nm .It11 .1H51 /fP l°l , t[r °" �eia�."°" . b "" .P ". tt",.".. ' " "` "" Ow�.... 0R.....�hF TOT. LD. 55.0 PSF . • bbbr lbbll1ty e' :1v fe: u"e Cm°IGI°I ' if—. 1`One-.ddi�:ei'iq°::a 1`I.'°e oi'tb°i. e:.°.ilv°":=°t°w '•nee.". 1:"0 ^IbN 'rS/Oi11ALEN WIC DUR. FAC. 1.25 FROM AH EdOJ L0Yt 0Y.N6[U.. sue<I50 r ler ^r CI, Bulldl,g malpet pet ..,fTP1 I Ss.z. SPACING 24.0" JREF- 1VJR408 Z23 0&rulo FL 32837 FIT a '-°i,ee tnl, l.b•. 9 .... .�. I ."d .en . FLMAxc2N uPlxz:... :`e,I 1P1:..e.bpi., ,b°VIP:+.. I.:.. etx THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. klUd41-/M0sel A KeVIsea-rnoenlX KeaiLy nomes, 1nC -- LVI 1W - MUD) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x6 SP #2: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W6 2x4 SP #2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 6X6 = 1 .5X4 !ii Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 pif at -2.00 to 94 plf at 4.00 TC- From 47 plf at 4.00 to 47 plf at 19.00 TC- From 94 plf at 19.00 to 94 plf at 25.00 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 4.04 BC- From 10 plf at 4.04 to 10 plf at 18.94 BC- From 20 plf at 18.94 to 20 plf at 23.00 BC- From 4 plf at 23.00 to 4 plf at 25.00 TC- 204.09 lb Conc. Load at 4.04 TC- 130.62 lb Conc. Load at 6.09, 8.09,10.09 BC- 159.65 lb Conc. Load at 4.04 BC- 67.08 lb Conc. Load at 6.09, 8.09,10.09 BC- 425.10 lb Conc. Load at 10.94 BC- 668.79 lb Conc. Load at 15.06,18.94 BC- 356.17 lb Conc. Load at 17.00 JT PLATE LATERAL CHORD No SIZE SHIFT BITE [11] W3X10 3.75 L 1.25 [19] W4X4 S 2.75 3X4 = 6X6 = -1 6 3X1U(AbK) = 3XIU(A0K) 23-0-0 Over 2 Supports R=2417 U=960 W=7.625" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 18 Gauoe HS.Wave FT/RT=O%(O%)/O(0) 15.01 ••IIYVRF. 1. T-1 ]RlI . h I&9 TO . IL 619. 11 IRQR01111 TIE I g. R£R5. c i.g, n Inp. N Ro let II IId 6... .. . ..... ne Sv sty In larnel w. Cy1]B1'. G)er aey O I. o"pe. 'd :hI IIhzv fu"cc s empvt.tII v t BIS I, vWlozs n y 1-1 1.V dxv�e ," 111 faB'Imenw'alnm, aM lv[ "[ or[em t1Yc. I�LL�LJ IJ II V � �onz BI B] of Vl acv er z wtv d 2tl ..[ R1 pla.mt`:o h ,r]BBdif , " t w 1 r „ 1n evm"evemn am µSI 1v"1. ut rut m"ni119. IhlpinB. AN n GOMMNY .- v ct.sm. zw1 m ii1, drolry v �WP u.0 h9 u1. dt..... IM le.e., .enNO. a. vl�mM1ulmltl wplmrt [y .,1.1r n w .no.h. ]m .:. [y •9d ... ,r t..1 or .m .[.�.t... 24BLkeUOl3Suik 150 r a� ldhm19 U,F32831 F,r `s-1. lm,> its.o. z. . MWAp0218 .­r1�.� "t9 I I� L'2-0-0 R=2799 U=1117 W=7.625" TC LL TC DL BC DL BC LL TOT.LD. OUR. FAC SPACING -/M/- 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF 1.25 24.0" lil Scale=.Zb"/rt. REF R408-- 39169 DATE 09/09/15 DRW HCUSR408 15252122 HC-ENG KD/DF SEQN- 732822 FROM AH JREF- 1VJR408_Z23 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 _ 3X4(A1) _ 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft.'from roof edge. 18-0-0 .Over 2 Supports R=1023 U=370 W=7.625" RL=195/-195 R=1021 U=369 P Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. QTY:2 FL/-/5/-/-/R/- Scale=.375"/Ft. ••wMIMGI•• IYAII AND Tm,n. All. NOTES OR THIS DRANINGI ..'"ATANT" PURNIM lms BIDDING TO Au- CONTRACTORS IXQINING THE INITALLEAS. m If `(euualny c®`m"eDIM D:fa[;"91. °� >y';p� : DA,r. BRSI. :� V ,[S[ ! ['J F TC LL 30.0 PSF TC DL 15.0 PSF REF R408- - 391 70 DATE 09/09/15 a AN nwcomPAW 25N IAiP Ofipg¢Df $Yil[l50 a; .' . 1. ;el"; 'n(a ," ` ""` Data ' " "` " "' "rope `^ " "r "° `" ' ` w'. :II"". n >n " .[S �. a ": ws a ..", �:r„�'P1: �'e�.a::��e":;.::xD6 1°�. e:p:o:'p" "pePo Doi gie" 3%OAt*'".F<OR10P A a .lpm [R[[ DaIDDO . WI Id 'Baa II•n�[Inp NI. OIu41m11 IMlmu[ muApt[n<[ o[ p�x[I.. .... np 1.1) [er Vw Tle .0 [, .b e.e eT L er..4q [ .p .[ • U mpael Clllq o vn Bu11 Ol.q Cml r per IN51 /TPI 1 5¢.2. o. 648 �, #, ATE a¢ ���� AcsS%p•NALENG BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DRW HCUSR408 15252073 HC-ENG KDGDF SEQN- 490024 DUR. FAC . 1 .25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 CrIodDFL 32$17 KWAY027R F.r Bar, III.de. THIS DWG PREPARED FROM COMPUTER IWUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. S Iwo„-, muoa. n - , I .— I I . —1Y -- - II Value Set: 133 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 = 170 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, not locate within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 p wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge _„ A, i ,A — ..... I ... , lle 2-0=0�J 18-0-0 Over 2 Supports R=1210 U=449 W=7.625" RL=285/-284 Le 2-0-0BiJ R=1226 U=456 W=7.625" +10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.01.'PrLVMTQP.QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. Q Opoov� I�IJ� 4J L111 V AN �TWCOMM ND)Lo aoG,e DI, S.jW 150 "BAR RIMGI•• READ um FORUM ALL NDIFS DN MIS DRMIWI ••IYPORTAYI'• e@NISN DINNING M ALL INQI COXIFLLTtl6 mING TIE n6TALLF16. Tns DIM =•i I. �,e '"ego"" ,"ld l.,.,pee ,.... I,.�,, .. iT,,1. �... z ,, ,... ,., , IliIIIxz in cw.o...,nca, U PN S6RPI®. nr l wn 9. PP .n9'�P .. a =a`"ibi a. •.•z,=(.` dil " •".. e" ml, d..am e. —1 P G, I I,uw NPR. a. ,� o.omao".I �.Inr; I Ib —1.n r., . R. •�. rb .w.•bm.r I. — .. .... w m..1 ••- PP I. lBI`sS/ONALE�G Inl . .I. Pl w..Diing uGIrt . t Se.G. OJ • S, •� J • F' 648 * * ATE •'Q •j O •.,F(OR1pp: ��� TC LL 30.0 PSF . TC DL 15.0 PSF BC DL 10.0 PSF - BC LL 0.0 PSF TOT.LD. 55.0 PSF REF R408-- 39171 DATE 09/09/15 DRW HCUSR408 15252074 HC-ENG KD/DF SEQN- 490027 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 OHaMa FL 32837 FL COA 90278 F",® .,=b G= ^'>' W UY/UY/GblO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 170 mph wind, 15.00 ft mean hilt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5X6(R) % 5X6(R) Iq +10-0-0 — A.—' T, — Lls 2-0-0BlJ L- 2-0-0�J 1_ 8-0-0 _1_ 2-0-0_1_ 8-0-0 _I iz 18-0-0 Over 2 Supports R=1212 11=451 W=7.625" R=1212 U=451 W=7.625" RL=260/-260 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 1 QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. ••WU]ING, •• xF&D. FD Au larev Dx MIS DRVINGI "IMPORIVAr•• FOWIS4 nls DX&xixc m uL cowxemoXs wuimlxD nc ITST&uus. O yy O ,9� ` S TC LL 30.0 PSF REF R408-- 39172 eTru ° °"'°1`ca� •1"x c. .�..�°". 11TU) C r ,....,°; e.r..,`.1.g'�„zo .. � 'ms�. u•.•°� a.mo°r.me recsl.°o"ms ,e O. B • TC DL 15.0 PSF DATE 09/09/15 DRW xcusRaoa TszszoTs d �p� ANnwcoeew 24WWzO q,M.SujWtS rl9ld,.X=„ N;�[ k s B]�OBI °r 6110. .ppl ` 't D"`°"' '' °U ""' Apply'"'�`" r' " "`:r'"' "°"'r ' ""' N RX51 /IPI 1 In 9. . �: ".1 "v.,;� r ..o". °.1 ..r.°r.,"al .1xX A -..,—lbl.11.. C�..IIp - w. 1 n�=1•D . xr-1,q. 1"xl...... jou a..( Prof. V I •wl.�r.•D 'lblry wr°Il' f" p 191.. x•: 6 �i l a:r.Nx m . .- r,x .r • =r• * ATE O<,�''•.F(OR\ O 6 S/yS�ONALE �•xNdlml BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF HC-ENG KD/DF SEQN- 732948 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 Odv FL 32837 FLMAN0278 rm .^.b �.. uo." A�IXE: ... �°:`ni .. °°.]rw::.. ly....: 1` THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Y 11.1 - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf wind BC DL=5.0 psf. GCpi(+/-)=0.18 - Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. 5X6 = 1 .5X4 III Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at -2.00 to 94 plf at 4.00 TC- From 47 plf at 4.00 to 47 plf at 14.00 TC- From 94 plf at 14.00 to 94 plf at 20.00 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 4.04 BC- From 10 plf at 4.04 to 10 plf at 13.96 BC- From 20 pif at 13.96 to 20 pif at 18.00 BC- From 4 pif at 18.00 to 4 pif at 20.00 TC- 204.09 lb Conc. Load at 4.04,13.96 TC- 130.62 lb Conc. Load at 6.09, 8.09, 9.91,11.91 BC- 159.65 lb Conc. Load at 4.04,13.96 BC- 67.08 lb Conc. Load at 6.09, 8.09, 9.91.11.91 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 = M LiE 2_0_0�1 - L- 2-0-0�j 1_ 4-0-0 -1 10-0-0 _1_ 4-0-0 _1 18-0-0 Over 2 Supports R=1687 U=682 W=7.625" R=1687 U=682 11114.625" ONE Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 1 CITY: 1 FL/-/5/-/-/R/- Scale=.3125"/Ft. ••WMIM, •• RFM Hm fOIlA RLL MOnS p! TNIs OWJIXEI ••II@ORlMT•• .mw:s. Txls oR.uxR TR.w. com.aeRs ixawixc.xe iersru.rru. Qo,.•J' 3•,y TC LL 30.0 PSF REF R408-- 39173 _ .....g ..w`: , m.o tIP U`� ,.ci,"�7 `' ., , ° a. 648 {r e * TC OL 15.0 PSF BC DL 10.0 PSF DATE 09/09/15 DRW HCUSR408 15252130 d AN W COMPANY Zdm late Oran&e Dr.,style l50 �i,Iltli iII.11 . or '�`(mN:". - °., .. 5 "' :�.°" . .m o °.~gym...: A ,;: amyl` ., :^s erv„ea^c.uv�i n�.un• �.v •. tl itslrtp, 1. m�°. Iuwllre. ,n,.p n9.m nm l^w.: on1m . d e1N or w ampy IIY�'el °Y m:. dr..b9, b 1-til...Wxa e. Pnloa ma _..m•'W .wy .. m_. , ,�..,.:m.l,:v.,ld,m ....,:..-.0[i ..r ..,, ....�,.. :. Inl: ley IT R":,d: ,.•r .Rsvm:. sm.x. qTE O tI,C \OP',•i• W p OR •�c� Vs V °'•e /ONAL� BC LL 0.0 PSF TOT. LID. 55.0 PSF HC-ENG KD/DF SEQN- 732942 DUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408_Z23 OeLivdo FL 3M7 FL MAYR 2N F°r J.n , ; �. .en lRe: m...,. :.... :`..::°..wl°,..°s:..e......,m:,,=.,.r..rm: :oc: ,del A Revised -Phoenix Realty Homes, Inc -- LOT 19 - : 13B (Effective 6/1/2013) Top chard 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bet chord. 2-0-0— J 4-0-0 Over' 3 Supports R=480 U=165 W0.625" RL=145/-76 THIS DWG PREPARED FROM COMPUTER INPUT (WADS & DIMENSIONS) SUBNITTED BY TRUSS MFR. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EKP C, wind TIC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. t� y12-0-11 R=131 U=73 'Ir" 2-4-3 R=67 U=15 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O°%(O%)/O(0) 15.01. 1 QTY:24 FL/-/5/-/-/R/- Scale=.5"/Ft. L� AN nw COMPANY _ z400i SONnO°Dr, Rune 150 ••WdINGI•- REAR Alm FOLLA nu NOTES W THIS oWV:MDI ••��&I[FAY(• FYOIsx TN1s °P.Vuc T° SU. C°xIMRURS IXQUAING TxE IISFY1F85. .,�� If SCSI ie.nul.9woIIIIN' " e:y"1 . e "' .r 7N :: or., ` w .Ing . ... .,.a1'a..., .acsl��u"L.." :.alI-1.;"N.T . �..& p oa.�ylr of.. InI `;.:n� .... s` "�'; :,.e. e... n,`1GRo1:`r..,r.., " �" �; �pi.... "n :,m "r n e., iams c" w"a . c,a o ... �.n � , ...." ja i vrtp i.l ., nn! i.`,..:(.1a i"e:::1.s ":A(:�°,.,�. nA n w.."..�..., .Ith AH ....", tiroli.Y. >„Ippi.p. % "w�ppN. I IYN[I,q .I.. —.,I IMIe m .eept.rcs or prem.Iwl �thRle.r Ing :ep�"'.. Dl..E, NI1:�'s'°re: `w . mn ..Iv...Iq .,,d'S.n .r thl. d—S, r"r ..�, .e .. I. 1.1 ,.1. OR IIII Son. 1111 heI/IPI T ss.:. C �Y QO••"y e . SA - o. 648 * , * ATE �� y �.e� ••F,[OR\OP(!���1� � y SS/QNAL�� TC LL 30.0 PSF TIC OIL 15.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LD. 55.0 PSF REF R408- - 39174 DATE 09/09/15 DRW xcuseaoe ]szszols HC-ENG KD/DF SEQN- 732793 DUR. FAC . 1 .25 FROM AH SPACING 24.0" JREF- 1VJR408_Z23 Orland° H, 32D7 MCOA40278 Im ne thin JeA• N•n... .nd ALPINE. ••- �`WI:....[p,.nc.u.y: m°1: Icc'... 1 0 09/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS HER LIUS41-/Model A Revised -Phoenix Realty Homes, Inc -- LUI lU - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense _ Bot chord 2x4 SO #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R-227 U=54 RL=96/-21 2X4 (A1) 4-0-0 Over 3 Supports 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=165 U=90 12-0-11 2-4-3 R=79 U=18 10-0-0 i Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 1 QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. ALP AN mNCJMRANY zaoo WkeUangeDr., su;a lsD ••WMITLI•• REAP wm rmzu An. mnEs ON THIS PRAIIN ' ••116CNTAH!•• n� 1 Txls PwDU. To . mlm AA "i.. THE IemAunrs. YP=.I`cN" :. "a", s 1' PI'= m �`:' e::� u Z,INoeI.Ibe ` pr ,..po- -i o b o .... ,�,"" `' N[" `_ ' �° ` N °" .. �. s , ,..,,n. '".. ,.. z, : ,� �,rt°, ,. e ° a... ' ����"" A'r.ld.n ml. e...l"P� ."�"`em°iw n�slw ul. d.,.i„a. I,e:......mwx... P,°r•,..—..,�i,,...ly •.apm,lblll>.,,..�„'Tu 1:d,=.P.:A�I.R1,..I I iW ..d ,,..,.... d,,.l"d.,. .mR ,.. "°" ' .. / �� 2 * • * pc• FGOR\OP•�ta� tcS• G S/ONALEN TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 39175 DATE 09/09/15 DRW HCUSR408 15252077 HC-ENG KD/DF SEQN- 732812 DUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 al.Pm,31. 32U7 n.WAN0279 -1, J.b . P,,,.. 1 ..b , - Alsme ... °`ml: ....wl.-�., RCA: ..+ � IBC: I.„ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUMMED BY TRUSS NFR \lvj•,-/Ivluuej - Realm) nomes, Inc -- LVI iv - cio) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. E R=226 U=125 13-0-11 3-4-3 R=110 U=16 +10-0-0 2-0-0— 1 i6-0-0 Over 3 Supports R=575 U=184 W=7.625" RL=194/-87 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.01. 7 QTY:17 FL/-/5/-/-/R/- Scale=.5"/Ft. /gyp 2 G=JL P AN JTW COMRP 24M Lake O,ans Or., sure 150 -•wnlwl•• BIS Axg Pauw Au 5w�s w ]xm ggNlxcl ••11g9Rr&xT•• rmwisl ]mg mange Tg Au wxag,.cmgs S DWIg.xt ua�Autas. %`g g ^ ^vim _ >"' mI •>` ,1.1 °. .`�`e(o Po ••� w �... .;,e`�".. ., ..m'a. `:,,... L•: a i,,.. m.n c,w. .....n e...i .,.,, 4. .. .",.. �,....."..., ...... �..a.,.g. ,,,PPI.g. m @ u A SJa Pim A ...�9m �,1. a. 1.� 1tta,.. Po. 11.Vm ui. d...i.g. J.gi...... N.o,..e.;�Mf...i..n�J g Jgg mPm.�gi„tr .. w g m gbb. w. ue:�mi . s.... • • ••• • w • '• • ""' 111Y..." '"""1' 111tr'"° "" Q� ••� r� ` . .. ATE i m • c4 O •:cGOR\OPr��1�/ G SS7pNALE� Wy„m g TC LL TC DL BC OIL BC LL TOT. LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55 .0 PSF REF R408-- 39176 DATE 09/09/15 DRW HCUSR408 15252078 HC-ENG KD/DF SEQN- 732833 DUR.FAC. 1 .25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 OAandg FL 1283] FL COA 40278 P.... .. ....� ... anise, "-- *P.: - b� ° Ru �•- �u ��•• mlc nwr oo[Vnom cunu rnupinFx INmn nnenc a mucucmuo aiRUL inn nv Tpucc urn Musa/-/Moeel A Revised -Phoenix Realty Homes, Inc -- LOT 19 - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 91 W1.5X4 S 2.25 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 - Wind loads and reactions based on MWFRS with additional C&C member ` design. Right end vertical not exposed to wind pressure. ` Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 11011 1 .5X4 III 2- -7 12-0-0 1.5X4[9] iii �- 2-0-0-I �— 4-4-8 Over 2 Supports R=496 U=136 W=7.625" RL=103/-78 R=190 U=56 W=4.5" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 0 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. AN RW CAMMNY 24W Like OriIp or.. swie 150 OrFLC FL 32837 FL COA g02]x -•wenxx:l-- WEAL, Aim pmux xu We; xx ]xis xxu'xs' ••Ixeorzrsxr nnw'sx mm wunxs To •u mrnuTdxs 'vaux'xc fxx 'xsTAuraS. ErxCs'`(81 ^ 19 C iPII M e:r"IIdd. a ,v RCA, .:"-1- 1".1d """11'�a[`� `� ""`t Aipi Inx"ndmgo = _`' —L—I ,., %,p' peg Adf Inau 1 ['ay T xrainge.-c u.ee,. ,,aee In c`5f.wn...�u A SI1 p' 1. [e pfor Nrbi ly,"+hipping.`" " f •V ♦ .... on mi. drm.x .• [. 1 p.x.......(M. df..'... '....[....np[.d...r gfgM1..'pv' "=r% ,mp ib"'ry a "� �.'�g iiIIII, If �/TM' + � ."° "°` .. `"'. dr..'hg f.r ...[.[,[[.,,. '. x r.r e.r. Ad.AI.. .-t ,g.".re. " ,�.g�. 'xr: ... .'p m.'e..... �i rtu: ... me �... U f J, SF' ° �8 ATE %[ R'.;cLOFI\OP•'�c1�� F�/ONALE� TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 39177 DATE 09/09/15 DRW HWSR408 15252079 HC-ENG KD/DF SEQN- 733045 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR40B_Z23 09/09/2015 1 ,, nwf. oo ReCLn i. u Cn.o. nev IUPIIT nnene r. mve ue,nvm a,nm Tren uv —.,— u (IU34/-/M0de1 H HeVised -Phoenix Kealty Homes. Inc -- LOT 19 - J45) Value Set: 13B (Effective 6/1/2013) Special loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) To chord 2x4 SP #2 Dense P TC- From 94 plf at -2.00 to 94 plf at 4.38 Bet chord 2x4 SP #2 Dense BC- From 4 plf at -2.00 to 4 plf at 0.00 Webs 2x4 SP #3 BC- From 20 plf at 0.00 to 20 plf at 4.00 BC- From 24 plf at 4.00 to 24 plf at 4.38 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC TC- 204.10 lb Conc. Load at 4.03 BC- 159.66 lb Conc. Load at 4.03 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II,- EXP C, wind TC DL=4.0 psf, wind BC Wind loads and reactions based on MFRS. DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 .5X4 III 2-4-3 12-0-0 IH.7:ClII �-2-0-0— 1 �— 4-4-8 Over 2 Supports R=536 U=240 W=7.625" R=522 U=180 W=4.5" Design Crit: FBC2014Res/TPI02007(STD) PLT TYP. Wave FT/RT=O%(0%)/0 (0) 15.01. 0 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. a APO CE AN ITw eoeewrry 2400LoFeO 7 Dt &S ]M Orlando FL 32837 MCOA 60278 ••WMIIGI•• aEN NID Fp Au MIFS IN THIS DWIN, ••IMNmud•• FueHlsx Tx,s DPuiw To Au ewnlucr®s IxawlHc axe Isrwms. �`DaI.. " ,"P. mice ina. ..n PP.«. •t"s. ePm. .. .m 4n.—vlleraP`ml v. •«,vre. C ,-P a r 1. •'ei.'er.oPLtlive,�.... wcr �°`"'" u Da• e`;m :,; ro`;::"... �•.Pw ' ,n c"i,.,"P ` PrP. P "`. - s°' :1,� '°I:..°y 'd-1111 ," ."d "P,', :.".�i,w o ..". ..,,:'`�'o�1. .o:: ".. ae, wslnci°�. ♦ r.I an mL•a «,p .�e«..�«« „ ,,,N ,. a...IryI IMI�.«. • «ecu,v ar P,•.NI,...I.0 lbil1W «,.w> xr.P,I, fg o;,�: P.:.:"1. 1 1x=_.i. ,...r ..«,"P "..... .. ,. «r. ,nre,.. ,.., mi '. Pm uP,xe:..•:,P,_,... TPI=--.u,+�^�D: P. JG /y •.'J. $'• 648 � ATE J • P P 4r • ;OR\O aSS/ONA � TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 39178 DATE 09/09/15 DRW HCUSR40B 15252132 HC-ENG KD/DF SEQN- 732805 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR40B_Z23 09/09/2015 "IS DWG PREPARED FROR COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS UFR J34/-/mocel H KSIVISeO-Ynoenl% KealCy homes, MG -- LUI iW - lue Set: 13B (Effective 6/1/2013) Top chord 2X4 SP #2 Dense Bot chord 2X4 SP #2 Dense :Rt Bearing Leg 2A SP #3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC (••) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Special loads -- --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 pif at -2.00 to 94 pif at 4.00 BC- From 4 pif at -2.00 to 4 plf at 0.00 BC- From 20 pif at 0.00 to 20 pif at 4.08 TC- 204.09 lb Conc. Load at 4.03 159 BC- 159.6565 lb Conc. Load at 4.03 ar is 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. LMh VA 1 . SX4 III 12-0-0 3M (' +10-0-0 2-0-0� �- 4-4-8 Over 2 Supports R=507 U=229 W=7.625" R=502 U=183 W=4.5" (1" Effective Contact) Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15. DO QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. a Apo /.N ITW CO M(NNY ••SIAIMIMGI" REM N9 FmIA ALL HUES M THIS DWIMGI ••Itl'OInAYf•• F12YIsx 1XIs W.tnSc To YL CDRm5Df�5 IVLWU1Rc 1NE I16fALIFRS. Trvcua c ea° cere m re .1cn[1n 1 NlppinH. eY TPI I• nCq`r ' ay' `a b f`DL51 0u 11°Iry fma..nc Se -1d, re.va[1w. "c wrc pcv cl ° = .n.[ ° [mp...� ° 11 .I I. Dma. a `iai �'� a........ `. ce° P_. °r`.°-...... a °1 v"ca y DCs• .`,e.taDI„.a:p11ud1.,R-1-'ue s r1..a:.�.e.la',e�:, � � , 3 w" ° -bl °' `° 'N R' a "`" °` mw aIpl,�a.. 1. .r nv D.nals c .c,,, crap IM. P- .a.p.nami pr... v.r a n �� alp" ..11°=, CI -It, Imtvl �ae l.. 1 ,InH . [rvs- cuss n cm .r•erc..IN M51/TPI l' .r r.r avn 1..H, ..PIPIT JtYf �. ,✓//I. •°vV • SF••Y o• �8 ATE •'. , a,�' TC LL TC DL BC DL B C LL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF REF R408-- 39179 DATE 09/09/15 DRW HCUSR408 15252082 HC-ENG KD/DF SEQN- 732810 xwB La�mHDBd m. s�l°Iso A -.I .n NI• °e•.11,S a c.• , IIa�1tlp I• d'ol1p. 1nd.P. • • ,As Qa .1 .•I wl alpl w;l raapN•I Cl llty •.Iv1Y r.r U. . I au 4°IIhand w .f GI. [I" = .a. r ap abasulta ap°^•'°"'�'.r D.II.1.H I4nlpo. p.. IMSI/RI . •,c�OR)D'e.. �`sS/ONALEN DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJ R406 Z23 DAa11dd FL 32837 FLWA90279 F.. rc a .m n..al vd.PIP - , IME: ... °`.TL,::. �lnaat.Y....:T ..H I1luyluw 09/09/2015 THIS DWG PREPMED FROM COMPUTER INPUT (LOBOS S DIMENSIONS) SUBMITTED BY TRUSS MFR k IU54/-/mouel N Kevisea-rnoenIX Kealiy Homes, Inc -- LUI IU - J4/J Value Set: 13B (Effective 6/1/2013) Special loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 Dense TC- From 94 plf at -2.00 to 94 plf at 4.00 Bot chord 2x4 SP #2 Dense TC- From 47 plf at 4.00 to 47 plf at 7.00 Webs 2x4 SP #3 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at to 20 plf at .0 Lumber value set "136" uses design values approved 1/30/2013 by ALSC BC- From 10 plf 4.0 at 4.033 to 10 plf at 7 .00 TC- 238.48 lb Conc. Load at 4.03 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- 165.01 lb Conc. Load at 6.06 within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, BC- 171.88 lb Conc. Load at 4.03 wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- 79.30 lb Conc. Load at 6.06 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [131 W3X4 S 2.25 4X6 = 1.5X4 B L-- 2-0-0-� 1_ 4-0-0 -1_ 3-0-0 J i7-0-0 Over 2 Supports R=800 U=336 W=7.625" R=669 U=258 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15.01. OTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. a `%�� /Klrw coMmKY zaoBLatxor.:�MxDr. . sue lso OIhM°, FL 32831 FL L•aA aD 2l8 ••�NMIILI•• Ila1p MD FIXIA NL XOfFS OX TN IS oWJIM.I ••IIB9FZIM•• nnw191 lx is °G\IxO IO YL cGIR1CfOxs IxGY°I xo 1Ms IxRLLIFR3. n,,.me [ .ro .ro :" .. mmu ..n 1pplro. mui,e .ro e[ Ina p y n I [ ro y[BLBIc(0"I binB L[�penw[ S•M1[y"Inm.n.[Im. Cy lPl • RCq .. snM1[y p : , [mpn�.[� . . a , acs�nun mm n wxla„m"°I)�' (a Tya,m.•("�;�:i [:m, °Po a �:..pp.Iu�'ppp ° :`'[`"'[ ,c^ `. ene Jeln[ en :e�w se rotor aw,•Ix a 0�• �n9e 16G-Z Iae•s[nn ep�mllval [lane' Wvn a°m:mns .apmme. °:'"" a":i[n ulsirtp:"i, n:°i.[ nw°":nlw:nea• y[ t :nemKala,xp In°, ."e.ne. • m.l an ul. Gp�l^Y e<"eer•NYx. 11�. ,t 119[N I. u1vC'1'll aW"i III ,•.pmpl°III" m n== ynn "1-1 �' If [°I. [.. f-•pa•l.11:[y n1 enl l.l�.xp.:.xsv[pl [ Fu[ =11 j.°•. [pn,. F° . ne l[•.w �lpl �....ep lne[.n.g: RG:.nn [ Ycos: ICE:le.nre J �y O •Y •�� • SF• D. 848 •) t• ATE •� p �`f� 'FOR\ TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 55.0 PSF REF R408-- 39180 DATE 09/09/15 DRW RCUSR408 15252083 HC-ENG KD/DF SEON- 732816 OUR. FAC. 1 .25 FROM AH SPACING 24.0" JREF- 1 VJR408 Z23....Iccm 09/09/2015 THIS DES PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFR (1U34/-/M0del A KeVised -Phoenix Kealty Homes, Inc -- LUI T9 - J48) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SO #2 Dense Bot chord 2x4 SO #2 Dense Webs 2x4 SO #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 170 mph wind, 15.00 ft mean hgt, A5CE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 .5X4 III 01.>� (4 = 12-0-0 �— 2-0-0-1 �— 4-4-8 Over 2 Supports R=487 U=127 W=7.625" RL=141/-112 R=232 U=77 W=4.5" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15.01. QTY:$ FL/-/5/-/-/R/- Scale=.5"/Ft. LP AN lrwcomwv+Y zaoO Lake axlge Drsxax uc FLcoAeona ••wnlwl•• READ nm mun Au xmEs on ,xis oRuixcl ••ixrartaxr•• nxa lsx Txls munxe ro nu cmnx.,m® Ixaux lxc 1xe Ixsruasxs. o 'Y:� Iill f1 ro c : In.o.•.[lm,. q'FP Inscba c" , a ,mpe r, r�Y a c,ro per�L51.`m 9C51"9:l I:l.a �::: . :::.(.. 1. ,. � 1 1p ,.. e..:::.: Po� `. ro��:l""� i(.°;°'•lo..' x •' `� �'• ,Im, (~ ro,• ,� •lol,,,.. a„ ,l«,.• in�ualals � ..,�... c..w i... a ....,a .....N..a .ATE 9a9:,i;,', a e:(i„`.°•:,°,.�. ' :",,..."`. a.., a:i6...P,.•:. ,....�il.,x. i.xi•x. � $ ♦ ua m ul. a...mx ". .:... px• u.n,= ul. a...mc. I�,am.v. ,ona cuP.•l=• oY�.wi 'x'%i' ..•M.I CII l9' wl.lY •o• U, CUIT Nm,. Te e,l4Cll ItY W u,e u. eA 1. c„i v •M . I. ••••^"'°""•' "• "" ""'°'"° °_'_'°• °"• """^°' ' �' •vlxE:--••P•••••m�WI: ••'hx:••—.x: � �.Yc••:ILL'(•• _., J /y Q •�J • F � °' 848 * • J� .c'oFGOR\OP •'sr. SP (•�-�� /ONALE TC LL 30.0 PSF TC D L 15.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LD. 55.0 PSF REF R406-- 39181 DATE 09/09/15 DRW HCUSR408 1a252084 HC-ENG KD/DF SEQN- 732800 OUR. FAC. 1 .25 FROM AH SPACING 24.0" JREF- 1VJR408 Z23 09/09/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS DFR JJ4/-/MOoel A KeVI5e0-YnOen1X Kea1Ly Homes, Inc -- LUI ICJ - lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. PLT TYP. Wave 'L[P N f! AN ITW COMPANY E400LO Cn ,O,]X,S.m 19) 1.5X4 III 2X4(A1) 4-0-0 Over 2 Supports R=443 U=153 W=7.625" R=425 U=145 Design Crit: ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at 0.00 to 94 plf at 4.00 BC- From 10 pif at 0.00 to 10 plf at 4.00 BC- 227.08 lb Conc. Load at 1.06, 3.06 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP G. wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. (STD) --INMINGI•- READ AND FaLL19 ALL IOIES OR TNls DJUMCWl ••Itl9RI0.Yf•• F W IM TIIS Dp IM M Y COMIWCrOPS IRCWYIpc T IMTALLE➢5. >. ecve�W ll I....pc .,..10. Co Ir, 1 r ecs 1. " 111, e .old mndM. 07 or MO."a apPIN—b m�lN.f.re'�e ro a e� [For, of .er s[�14 00111mlp" m.s. •r n.dy 1. . In a�tan 'c� I" ten: „'.'P Im iu ulsl rtel�i. e.p�.abl. imp. :n�PP ms. ..a m ..I . . eme . .r ...N ooll mleblt d.wlq a Mqp. IIOXIN GI. C ool, IMICN. .emp m. of prvM1t.laul uglmo. [poemN la —1.ly for w dmlpd . I n. Nty .nl me .f uI. drml.q for .ervcm.. I. ..." .f — ...d., boo. r for 4p5IffO. 1 See.:. . I`=.rut.m soe o ;m.gemrel ro _.. LL➢IME: .... e.p I .cm: TPI:.m.tpI t.erg: I 2 m.. Nc .ery.cm. I=: rm,lcco fo,o.p TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.25 SPACING 24.0" b�a scale =.o JrR.. REF R408-- 39182 DATE 09/09/15 DRW HCUSR408 15252085 HC-ENG KD/DF SEQN- 732814 FROM AH JREF- 1VJR408_Z23 THIS DWG PREPARED FROM LOMPMPER INPUT (LOANS A DIDFNSIDN5) SIIRMITTEn RY T0II45 NFR (lusgi-/Nloael A Hevlsea-enoenlx Icealty Homes, Inc -- LVI 19 - J4U) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SO #2 Dense Bot chord 2x6 SO SS Plebs 2x4 SO #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 .5X4 III 51 III Uzp,2 �_ 4-0-2 Over 2 Supports R=996 U=379 W=7.625" R=1421 U=533 Special loads -- --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) l� TC- From 94 plf at 0.00 to 94 plf at 4.00 BC- From 10 plf at 0.00 to 10 plf at 4.00 BC- 1020.67 lb Conc. Load at 1.56, 3.56 ' 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. PLATE LATERAL CHORD N No SIZE o SHIFT BITE [ 51 W1.5X4 S 2.25 NNPIIIIIII 2- -3 +10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) NR PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01. 1 gTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. I, a AN lrw COMPANY Si00 LaW aanae Dr, Su ISO ••WNINGI•• PUAD Nm FaLM nu MODS ON 1HIs DMINEI •• 16CRFNff•• PUSID Tlls UUJONG To .0 fL CR5 IIIC 11 ME IRSO . ' T I_ t ra ,. .W "vrm nne. ,nlw lna. In,ull lY",g, IW. Pn»r t » �° m = `D<<i`Od l `"`" t s••°t> I"•°. l ,1. a 7. ,••"t, p.• ..,, ( pr�l eee" �..m a "w,l°„ ..t.e ,ocua,lei�Oo1.I..w' I . •Poel."=°,', i. ap 1 t, ...... Ic"°t e°. _ °.,...0 n» '°'"` °°`°"°' " "°` " "` `° °'°' " ° "°'I-` •°' ° °"° •IPI.,.. em .I nn em ml.. c".P»=" ,`Drm,i w.I ,P»,I PI°."a» » 1•I r' t eu[Id tIn —I. I. cwlat ° . II ItIITPI 1. o. •°. » 1., ,"Ipplry. °�..:u:ua. .., ..,,",. A ».I a uler.nlp . °°»r n°• n.t1tS .1. e1»1y. IPeIP.». a»P»».., P•°»••I.»I »°I».rlq ,tItI Iel I It; III.IY ror w e»I� Yw,. EIe »1441�Ity mI. d—..', •.bI I ltr.r m. P.ndItS b.., P,•.tla l/RI 1 .R. OO r�\ • • $p V o. 848 * # L ATE 2� OR\QP'� .. V� S •....... '4>ra�»WAIr.E'w TC ILL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF REF R408-- 39183 DATE 09/09/15 DRW HCUSR40B 15252086 HC-ENG KD/DF SEQN- 732956 DUR. FAG. 1.25 FROM AH OILwdD FI. IU3] n.MAN0279 tIII, 3»', .,.I ° Ds.»e •IPIME:.».IpI»Iu.w`1PI:....yi",c.°.,: »FA::.. ". I«::.. .rD SPACING 24.0" JREF- 1VJR408 Z23 THIS DWG PREPARED FIRM COMPUTER INPUT (LOADS S DIYENSIONS) SUMMED BY TRUSS UFR Inc -- L i IY - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bet chord 2x6 SP SS Webs 2x4 SP #2 Dense :W2 2x4 SP #3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6[6] i6-0-0 Over 2 Supports DI R=1877 U=444 W=7.625" R=1924 U=460 ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 94 plf at 0.00 to 94 pif at 6.00 BC- From 10 plf at 0.00 to 10 plf at 6.00 BC- 1481.20 lb Conc. Load at .06 BC- 169698.41 41 lb Conc. Load at 4.06 170 mph wind, 15.00 ft mean h9t, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. JT PLATE LATERAL CHORD No No SIZE SHIFT BITE WN [ 61 W4X6 2.29 R 1.75 [ 91 W3X6 S 4.00 Design Crit: FBC2014Res/TPI,2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01jor1 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. III � L�IJ � AN ITW CAMMNY _ 14W lake DmlMC lso ••WiN IRGI •• MU F ALL IAIFS ON THIS oWIIGI Rom ••Iwamaxr• Fuomisx ,His RgA,nxc m Au mmumRRs IRo.ImIRc THR IRsrAURRs. L. a, a. " "" ,I` ml^9 Cs —e 1 P-11g m r,m 1 ` 1 el nG Ilui r Pwa1 • I m�. �OIa"� Ii,=.I��o�;".a�I.ee �.��on¢ e _ g., alwe°Y..i .. .n.e ed uu 1::� re��e� w n tY ., .. I„g cmR.n.n.. g w.g Inc. m.II ,„ m o.gm.I nl. , ,ny m„ .,. .. u° alRv mg. an•e.'Ip=clm a nr.c ng .�"em.aa.crma nNng. ♦ r.I , .AI. a.w lne " [ IY I I "eIq uI. era l;q. Iblc.e•. .mPa,.. n. Pn.r...Im.I agla..IgS na1.1, mtr aLlr fiw aca=Iv: m..,,Imu Iw • •. a° .r uI. a,ala m. ar ...;__.,. I. ymiln... ar .r ca nP gn.r ry. unlml,ss.:. �O•,. Sh.. #. [ * ATE ..� : t O •• 'FC OR`OP • (V ONALE G`� S/ N TC ILL 30.0 PSI TC OIL 15.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 39184 DATE 09/09/15 DRW HCUSR408 15252087 HC-ENG KD/DF SEQN- 489987 OUR. FAC. 1 .25 FROM AH 3283le OHaMo FL 32R31 FLcoAuonR I�roa.e r .,. ul. ,,m. Rm.,.I •.m u.A" ."e .Ica: .'•R:•-- I:-•-.�I"•...,g:.I;�+: :. .•.r.•m:Ico:... SPACING 24.0" JREF- 1VJR408 Z23 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NOR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.0 sg P, wind BC DL=5.0 psf. GCpi(+/-)=0.18 000910 Wind loads and reactions based on WIFRS with additional C&C member design. 4=5 Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft 1 .5X4 III 3-3 13 +10-0-0 2-0-0--�j I . oA4 III 1-0-12 7-0-0 Over 2 Supports R=635 U=209 W=7.625" R=356 U=159 RL=193/-87 H=H1 from roof edgy„ c, � vIii- p�_ � A== Design Crit: FBC2014Res/TPI02007(STD) PLT TYP. Wave FT/RT=O%(O%)/0 (0) 15.01 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. a nnn-w copnPnrvr zaOJ LILt DrC.FL f.3 lso ••waus3•• READ zJm EDnA &u xolEs ox 3xls DBrrlxGl ••11@Dxr0.4T•• NvxlSx TREI o AND 1FO IU .AU fNM ON T S DMI X TIE 16TYLEl6. W'v rw '" TPI B.I (X I:dl. 'L®pmmc 5,♦d[IYInfdw,Ilw. I,m x�Wl'f f"O„IacY p m mw.p.oPo.,. ��bro ell." ♦ oml :f°awpdwd.wn.w a -•�y o mwp.`. ° W'Jo:nc°.p1 Deull.f 1110, p.1 = oalw•,I w. Xafa• u dr. 1 p,'1fi°4-2 fe'..d d—.... nnY Inllu•o co Cul ld "a crvs, n ♦ d .IN PXS I/TPI 1, e. ♦ IUMllnp. "Ipp ln9. "�� ld,..:l.ad„x"..dl�d♦,.".:w. d • ,,.1 Ib tAl. a Illy I, pmr Iv I l,u:lp mI. ul, 1,1v. y Il wafted, oI pn♦r I,i, l ed r* 18W Iv,panlml lar wblY w. W Culp: een. lb ,ul vCll lar .^d "r ^♦ qI. dra lrg fnl .q .e,mdrt 1. wpm,lell lar dr ev LL:i lC l:q Op .,..• /,y � S�•. _• #. •i ,k O F(OR10pi•1�Y Cs '• y S/ONALEN TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF REF R408-- 39185 DATE 09/09/15 DRW HCUSR408 15252088 HC-ENG KD/DF SEQN- 732818 OUR. FAC. 1.25 FROM AH ONaldo FL 33BJ) 837 n.coAaa na Per w.d •IPIXE: ,.,..:Plwa..w. `,Pl: ,.,.wl T.d.e`.Tu::..,d.l�,,..Y..®: Iu: :...1=,..d.d.° SPACING 24.0" JREF- 1VJR408_Z23 rx,c .1. a,coeam cww rnamnca mwn n Tent .o'.— I'M L wsv.-imoaei A Kevisee -Phoenix Realty Homes, Inc -- LOT 19 - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE E 81 W1.5X4 S 2.50 0-6-6 —F_ 3X4 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/1BO total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2X4 III 7-3-4 Over 2 Supports R=418 U=101 W=7.625" R=408 U=197 W=7.625" RL=177/-39 Design Crit: FBC2014Res/TPL-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0 (0) 15.01. QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. a pp 22 AN IrW eoxew.Kr MW L1400Wor. sme HO OrU& n. or. M MAN0278 ••ur nmSI;• xcro wm ,ouA nu xm¢ ox S I 011m ••IIWN,.W,•• nuv,s, mis oxu,xc fo nu wx,,.crass ixauo,xc me ,xsr.uros. nd:�, or, m ..dr�ndt �" .nipping ,ry °.^,^n.%r°� ` pd d s �d p n,: In dr® ,n. = P ,N GD n r y%e>....... _ oroS << a s-, u,,, a.n<d ,n,va ;E: '" ::� �M �d.,d..�t�® 6r5I. d ,d„ nti L-Ion=`m % e .S.— � _ _ o`,= ;`�„nt ad 87 d,,,. ..,, . d d dr d M ,ee._e,�r , .. ,d, m,. .. ,, , �.., d �,."x�d ,.rd" aw,sim,"1. or°:d':' a�" s. ,00:nn.",.n `� , d , s`n„pdn,n , „d. ,., , .Ne ,. no-Iot,........I d�"«S„`e;.,�.„I".,n.,r.,n<o .I x »•, ,d MI, dr 1N, or d,,,rwpg, n=1cmp t„„ dr,dmp. mmd•t,• •dnut.dd. df pA....,,d., .,pn.,r,� rd.,m„nu Kr •„d„ for ub nn „rt,en,q,,,d von IT MIS or, f,. .d, .t,.,d"„d „ ,mu,a df and edI Id,I wn,por on, .XS,/ToI , sd,... For no,a , w„ J„•, pm,.. •e,,ue:.....,p,wi—do:`WI; r,.. w �•,t.,rg: -mn: od.—ITS. t y-on. INC: dd A—Sofd., p Alp . SsoZ?i o. 848 ' �. , IS a a P,•`�, 0.. COR1P, S •v�� S%ONA�I,° TC ILL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF REF R408-- 39186 DATE 09/09/15 DRW HcusR40e 75252089 HC-ENG KD/DF SEQN- 732926 DUR. FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJR408_Z23 THIS NG PREPARED FROM COMPUTER INPUT (TOADS R DIMENSIONS) SUBMITTED BY TRUSS NFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "130" uses design values approved 1/30/2013 by'ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member -:mac• design. Right end vertical not exposed to wind pressure. sr ' �a Deflection meets L/240 live and L/180 total load. Creep increase ` factor for dead load is 1.50. 4X4 _ 1 .5X4 III +12-0-0 ' ' 2X4 III L— 2-0-0 -9ZA 6 7-7-10 Over 2 Supports R=711 11=237 W=7.625" R=346 U=156 W=7.625" RL=193/-85 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15.01. ,a, 00 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. I� AN Irw mmwlvv 2i00 W<Ora�e Dr.,sw¢ISB Or4nulo FI, 1BU7 n.00A B03]8`TPI: ••Wa11sG1•• XF/m 0.m FDLLA IIL xDTFS ON 1N15 DRRIII£I ••nWNTNIT•• fVYlllsx Ills XMnxc T° xu W11MLT°16 Ix61U16 TxE 116i111ID°. .."....�1aa fia. an'.°Y°� .�nt "s: a(Y �.TIP III —IN III IT ) : ' p.e«I�.y< cw�eain� G,w f'°w<�L5[ "1 n <^vM ..� C In� Q . Y of 1 "" .; e`iew<°oe.:'1,. ,°.'°'oe..'e`.° a Se o� a .'inN.';`°on`i �. • r )� °I• "1 � r�� .I.:n°.. � . Ina �"e <�." , e� "tee :{ 11 m 1 1 d, �:=wl It s e: ems ".°�.,°„m,. ' � °, ,nv . B. •�Y ra e° i N° cm nv N RX51/TPI°1, er, ,n f 19. l pP nB. • ».1 on uI. °r.a"a <. n°. ,4 a.vlIMI<. r I<Y •. L, IY m. w »Iy„.,,I<."n I<Ya:..i•q•Oa�COR`O„ C °""°'"'m,IXn,. °"'Y51/RI'sm.x. .r 1• F,r »,. Inr,... Im nJ•, g"n. c•» 1— �a, um. �`.„ <Plnm"•P: -III.—Y.— —Y.— 0 JG , �y 'J, • `S.C`'• o. 848 * ATE '@ •. F P,.•• C, �asS/ONALE�G\ TIC LL 30.0 PSF TIC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 39187 DATE 09/09/15 DRW xcusxaoa tszszoso HC-ENG KD/DF SEQN- 732929 OUR.FAC. 1.25 FROM AH SPACING 24.0" JREF- 1VJ R408 Z23 09/092015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIYENSIONSI SUBMIrEO BY TRUSS MER J4/-/MOOel A KCv,sea-rnoenlx Kea1L), Homes, InC -- LUI ltl - ue Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 17U mph wind, 15.00 ft mean hgt, A5CE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C. wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. �11-0-11 R=5 Rw=43 U=37 6 F 1_ -3 10-0-0 R=20 Rw=43 U=30 2X4(A1) 1 2-0-0— 1 2 - 4vJ -PA.12jrt. R=426 U=172 W=7.625" RL=96/-65 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0 (0) 15.01. 00 QTY:22 FL/-/5/-/-/R/- Scale=.5"/Ft. �\ d ui��pl AN irw Co.P 3400 Luke Uan6ra . Suiu I50 ••wmINGI•• BIAS ASS souw AIL Botts ox THIS oxnnrwl ••IIWAIAxrv• °u1W 191 rx is pW.n xE ro All COxM.CIOxS IxC4mIxG THE IRIALLE¢S. TrvemI ..v ..r. b ndn.. .ddl "a ul m dr iM x dd r •..s"� •"'°I Ix"I Id1", <,., t s,•,., I: ;"�f.I- y WI �• •TCA, r � e lnelCb u'rwcd .. In,t. uu.. a I S1—b. [mpa ,. . USI. IN ieu�w .�..I —I "°6, er ... I.'INSII -CI.." 11 :.�_ ode ql.x .dT ,�� �., I._'� H" ;"..0 o.vll.. w ".. ,_ . ,.Ld. x. e, w d...P.,,'�sC..:":"...L„d..d . , d,,,. r�'�r Al y I.,. n dlrllle If I l 9" 19�Cd.pdn , Cr, In , I ndt ,. Ibb°r"..nr dwl um d . = fir r . N'....nd dr"„ , —f.r.d".. am MSI/TPF 1..r br — I I.....I°°I... ° A Id , .9 If ...,. Ar.ul m SSI. m.•'9 .. I—, , .1-ft mI. dr ., IM�d.o..du^p[. e. °f B.D .... ..i IIwrI ®Iwbi 'y um a,(i SIM UISI l wr AvNSImI I SIC..i.• ••• •• I• '••I9 •• ••r • r• I• ,Ia" r f. �G • �e- •Y '? SR' *' � * , ATE ; - A �A •'4�COR\D`: ••Ci� �`SIF/ ONAL��G` TC LL 30.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 P $F REF R408-- 39188 DATE 09/09/15 DRW HCUSR408 15252097 HC-ENG KD/DF SEQN- 732789 DUR. FAC. 1.25 FROM AH OrRA 33&1] n.coaao nx Bdr .dr. I.ro,..e b...d ,. l... x .er. ... AI➢IBC:... dlxl.db.s: rv,: ... �°I,.,,..rx °.rt;: :.. ". mR'... .r, SPACING 24.0" JREF- 1VJ R408 Z23 09/09/2015 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord. IPLT TYP. Wave 2-0-0� 6_ 3-5-8 4-0-0 Over 3 Supports R=480 U=165 W=7.625" RL=145/-76 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 a Wind loads and reactions based on MWFRS with additional C&C member design. lzzs Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. IZI!. R=131 U=73 R=67 U=15 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/O(0) 15.01 •�Iggw l-- READ Am FOLLA AL.6 IUION NIS DRAYINSI ••ItlOIlFNIf •• FIdA 15X N.. D0.Vw0 Ta YL .Nagel, D115 IxQl011m THE 116FYLFR3. Tr..e,m . rl—Ir ta. b Rdf•r to le It (nulldlry pm parson[ wtlm, I, TPI G)rr ety p­­ t. mincl iJ, a f- `m el era • - em,vrdry C n s m[W o ^n tIpno a en•II III tw LmNlbm�rly nbmtror' vnl dippinb llaeu t[ rigid= 9].ROT er r. FIB04-Z le=�, d' a'e d me . °edl Idd° r dr a. • d Jelnt Cdtdll.1 w mm lnp d , is,f ��� at e,,•u n f. lp lr,e. • np CerpsdntnfGrdup Irc ro[pwd ICle f(.te ux n con ormancd • INSI/TP lef, dr r NMlingn•e 1pplry.e Iln qN ITW CO MRONY v ec m dr truism. A Ilm X.. d—Ilq or m•�pG• I IKp Itl,ld dalnp. ..leis. — ir •rca ... pf hi rulm•Ibll l[y •old y fdr Ua Ipn .. Tw •u't .11q W and c • ra lrq er •q •[r„ctury 2400uke0,R Df,S61150 •m•Ps. l'Iq elf—.1dlry.1ghd perulsl,m11sm... OIIGOEG,FL 32837 • Jeb wad eb >e FLCOA50278 ♦IPmE: mmm .,rd. m�Iml� his" Icc: .erp :5 FL/-/5/-/-/R/- TC LL 30.0 PSF TIC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft REF R408-- 39189 DATE 09/09/15 DRW HCUSR408 15252092 HC-ENG KD/DF SEQN- 732791 FROM AH JREF- 1VJR408_Z23 09/0920B 347-/Model A Revised -Phoenix Realty Homes, Inc -- LOT 19 - ue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bet chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean h9t, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Provide 2 16d common nails(0.162"x3.5:: toe nailed at Top chord. Provide 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 0-4-3 Special loads -- --(Lumbermber Our. Fac. =1 .25 / Plate Our. Fac.=1.25) TC- From 2 plf at -0.00 to 92 pIf at 0.00 TC- From 2 pIf at 0.00 to 2 pIf at .5959 BC- From 0 pIf at -2.89 to 4 pIf at -0.00 BC- From 2 pIf at -0.00 to pIf at . BC- From 2 pIf at 0.00 2 to 2 pIf at 6 .5959 TC- 9.10 It, Conc. Load at 2.83 BC- 40.70 lb Conc. Load at 2.83 Wind loads and reactions based on MWFRS. �01 Deflection meets L/240 live and L/1BO total load. Creep increa5� factor for dead load is 1.50. vft� 2-10-11D �- 5-7-2 Over 3 Supports R=338 U=148 W=10.033" R=73 U=22 +12-0-6 2-3 14 R=93 U=19 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) �, PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01 1 QTY:9 FL/-/5/-/-/R/- Scale=.5"/Ft. a•WMIILI^ MEOW W PaTw Au xmEs W THIS UMTIM.I ••II®OmN(E•• nIW M THIS man9° m ALL ro Mdll:s ldn 1Hc THE 1ERAuaHs. O y O ✓ ° $ ' TC ILL 30.0 PSF REF R406-- 39190 n d �L� AN Il'W comM y - 24M I.o6b0n d[X, Smm 150 r uaaaa rep 1 e a,ervrola(&. A.I^•V.^ [ Se.ecYn lnlw'°cl m, q ai I'M RCP) I .°u M1tYI'ci°a+In I w P e�lns', o �t , "In,uI1bI, : m °tsl. "w l v . 19 ° 1 "'°'' �:t��,:°Ln:.'"%: a :;�,��::. :`° �'::'. ° b.`w .n:°�°::w e::=1: �t:�: � ' a�tla,a ein.°lir e�Snm�' [,a o°w..laoanl .L�a a .0 ..[ .r .[e °.vaau... .. a..... a I [Im I ln[ 9ae,11.1 ' y III tc I.p IfiO4-Z I 1`111 If a v[o po,l[lons. Wva °I' AlPlw, v dl.. IF I,. oI1l.lna t�-1,0 °I.� 1n<I=„'xSl It be o.°.nvlbl. - :ly �,�.. In, ln„°II., Im i b-I1.9 Iti"arvaa.v. Iu n .m uleaneb • IaI nvn A vavl m V'1. blslp .Y bb AA;;d nit u1. At-...... , uI°IY .a, a .. ...t, °,b"- .1 t : a:�1m : I-- (: ° ,.,:A.::, •�"'°"'[Y `Y "'^ °""°ft Oo., PAI ""°'^"' 1 s .E. r' b e * • * % ATE 9 ;• .' O �LOR`OP a °(V �S��/ONAIE�G �BINpNy1 TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DATE 09/09/15 DRW HCUSR408 16252080 HC-ENG KD/DF SEQN- 732796 DUR. FAC. 1.25 FROM AH au�P tti 32U7 MCOAN0278 . 4m 'r.l ,.,. - - ALPINE: TP11 `... : RCA: ., -a- ,v. .ry SPACING NG 24 .0" JREF- 1VJR408 Z23 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. (IU39/-/m00e1 H Kevisea-YnoenlX Kea1Ly Homes, InC -- LUI -Ie - Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 2-9-15Bb R=585 U=244 W=10.033" 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 5-11-8 setback jacks with no webs. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 8-5-1 Over 3 Supports R=277 U=159 +13-0-6 3-3 14 R=312 U=52 +10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15.01 1 QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. ••walxcl-• Rom AHR scow ALL Nuns w THIS DBAMING1 ••IXPOHIAYr•• r Iw TNIs [ INO To Au RYIIMCIn05 IALHAIINO THE 11.T .. OOP,•_ \ • • Sp ,/!i TC LL 30.0 PSF REF R408-- 39191 a �p� ANlrwcoMrgNY 2400 Laka Oranse Dr., Slue I50 en n;rarsi m� al.e :aa,bona: o' �:.� -+�� : >r TM CAu : '":: N I�.:: �,...K m ,fir„, N asl,` "I° ..,. • `""��, b.I`r°. ,. ..m.b _ °.`� °( '" `P:. [' m'o3., 01 ,r .110, , Haul'ot1— AP"'R �' """ ^' o.N' ^`� ° e°,a.a .:r eN . . ° "I"°:[ o.. re^d ° Do ........t.,,,, ^.;,, e,� M° _,:, :�+sln`ri°±. ° r Nd: IH.S. ."IPP,re." `m� A"r,I el V'I. ar.n,p .rYe.UeA @Ce I I,tlp ml. dr,.Hq. Indl-U, ,m bCb °r oAM1..IwI �01 ,p q,ul,l)f° bbb I1 ..b.,. T1...meulty,NworUi.d...I,wfor .,D,.t..,,t"..I, INI I Iry ,r a bI IeIPD o..I�..r wr A6I/1PI 1 S�.z. V \ o. 648 T(r • it ATE i� '9p�<•„FZOR\OPG�C SS/O�A��� TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DATE 09/09/15 DRW HCUSR408 15252081 HC-ENG KD/DF SEQN- 732835 BUR.FAC. 1.25 FROM AH SPACING 24.0" Z23 JREF- 1VJR408 Or1bdan. 32817 FLCOAk0278 For ," '"' , y,. '" -m ALPINE. 1p1m ;`TPi •e,"°•°' ca �., ° . Nru: w.. a nc I..e • SUPPORT REPORT JOB DESCRIPTION: 10347 WIND CODE: ASCE 7-10 WIND MPH: 170 BLDG TYPE: CLOSED TRUSS TRUSS --- __ SUPPORT ---- _________ SUPPORT _`__________________________________________________ BEARING BEARING REACT. REACT. MAX WIND TRUSS DESC SPAN-ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.-# PROFILE A01 35.333 __________________________________________________________ 7.625 WALL 0.000 10.000 484 -106 A01 35.333 7.625 YIALL 7.667 10.000 2549 -378 A01 35.333 7.625 WALL 34.698 10.000 1760 -325 _____________________________________________________________________________________________________________ A02 35.333 7.625 WALL . 10.000 529 -100 ' A02 35.333 7.625 WALL 77.667667 10.000 2334 -415415 A02 35.333 6.125 WALL 34.698 10.000 0 0 ADZ 35.333 1.500 WALL 35.208 10.000 1481 -273 ' -------------------------------------------- A03 35.333 7.625 WALL 0.000 ___________________________________________�_/__I-----____________ 10.000 2325 -384 A03 35.333 7.625 WALL 34.698 10.000 2326 -384 f�+ ' _____________________________________________________________________________________________________________ A04 34.958 WALL 10.000 2106 -385 A04 34.958 3.125 3.125 WALL 4.698 34.fi98 10.000 2106 -328 _____________________________________________________________________________________________________________ ADS 34.958 7.625 WALL 10.000 A05 34.958 7.625 WALL 7.667 7.667 10.000 360 2360 399 -399 A05 34.958 3.125 WALL 34.698 10.000 1446 -266 _____________________________________ A06 35.333 WALL 10.000 _____________________________________________________________ 2130 -385 A06 35.333 3.000 3.000 HANGER 5.083 35.083 10.000 2130 -345 _____________________________________________________________________________________________________________ A07 27.167 7.625 WALL 0.000 10.000 614 -119 A07 27.167 7.625 WALL 7.667 10.000 1725 -333 A07 27.167 5.625 WALL 26.698 12.000 1192 -166 _____________________________________________________________________________________________________________ AOB 35.333 7.625 WALL 10.000 529 -100 A08 35.333 7.625 WALL 7. 7.667667 10.000 2334 -415415 ADD 35.333 3.000 HANGER 35.033 10.000 1481 -273 ____________________________________________________________________________________________ A09 35.333 7.625 WALL 0.000 10.000 ' 1296 -318 ________________ A09 35.333 7.625 WALL 7.667 10.000 149E -498 A09 35.333 3.000 HANGER 35.OB3 10.000 1698 -346 --- _____________________________________________________________________________________________________________ 110 44.833 7.625 WALL 0.000 10.000 341 -76 .o 44.1133 7.625 WALL 18.333 10.000 5648 - 1929 a3 ...•-..... ip� =��f 44.833 7.625 {TALL 44.198 10.000 2903 -987 ------------------------ ---------------------------------------------------------------------------- ';� - �y C ,� c 46.833 7.625 WALL 0.000 10.000 765 -279 m * Al N 46.833 7.625 WALL 18.333 10.000 4237 -942 r�P 1�St 9 A Dic 9'--------------------------------------------------- 46.833 7.625 WALL 46.198 9.000 1005 __-_ ____-_ -212 --------------------------------- - y(1i ••. 46.833 7.625 WALL 0.000 10.000 837 -272 ••• A 46.833 7.625 WALL 18.333 10.000 4035 -950 o••* 46.833 7.625 WALL 46.198 9.000 1073 -222 ------------------------------------------------------------------------------------------------------------- A13 46.833 7.625 WALL 0.000 10.000 7B4 -269 A13 46.833 7.625 WALL 18.333 10.000 4204 -1037 A13 46.833 7.625 WALL 46.198 9.000 1015 -201 _____________________________________________________________________________________________________________ A14 44.833 7.625 WALL 0.000 10.000 1079 -239 L� A14 44.833 7.625 WALL 18.333 10.000 3064 -822 A14 44.833 7.625 WALL 44.198 10.000 1484 -380 _____________________________________________________________________________________________________________ A15 2-PL 44.833 7.625 WALL 0.000 10.000 1561 -590 A15 2-PL 44.833 7.625 WALL 18.333 10.000 5139 -2002 A15 2-PL 44.833 7.625 WALL 44.198 10.000 2867 -1105 _____________________________________________________________________________________________________________ A16 35.333 7.625 WALL 0.000 10.000 2203 -399 A16 35.333 3.000 HANGER 35.083 10.000 1999 -347 _____________________________________________________________________________________________________________ A17 35.333 7.625 WALL 0.000 10.000 2203 -446 A17 35.333 3.000 HANGER 35.083 10.000 1999 -392 _________________________________________________________________________________________________________ A18 35.333 7.625 WALL 0.000 10.000 2233 -796 A18 35.333 3.000 HANGER 35.083 10.000 2193 -754 i _____________________________________________________________________________________________________________ A19 35.333 7.625 WALL 0.000 10.000 2232 -804 A19 35.333 3.000 HANGER 35.083 10.000 2202 -763 __ A20 35.333 7.625 WALL 0.000 10.000 2238 -814 A20 35.333 3.000 HANGER 35.083 10.000 2197 -755 _____________________________________________________________________________________________________________ A21 35.333 7.625 WALL 0.000 10.000 4193 -1692 A21 35.333 3.000 HANGER 35.OB3 10.000 3970 -1613 _____________________________________________________________________________________________________________ B01 3-PL 23.000 7.625 WALL 0.000 10.000 13272 -3310 B01 3-PL 23.000 7.625 WALL 22.365 10.000 9922 -3307 ' _____________________________________________________________________________________________________________ B02 23.000 7.625 WALL 0.000 10.000 1495 -556 802 23.000 7.625 WALL 22.365 10.000 1495 -556 _____________________________________________________________________________________________________________ B03 23.000 7.625 WALL 0.000 10.000 1495 -558 B03 23.000 7.625 WALL 22.365 10.000 1495 -558 _____________________________________________________________________________________________________________ B04 23.000 7.625 V'IALL 0.000 10.000 1495 -560 1-7 B04 23.000 7.625 WALL 22.365 10.000 1495 -560 _____________________ BOS 23.000 7.625 __ WALL 0.000 10.000 ___-_________________________________________________________ 2417 -960 BOS 23.000 7.625 WALL 22.365 10.000 2799 -1117 _____________________________________________________________________________________________________________ B06 18.000 WALL 10.000 1021 -370 B06 18.000 3.000 3.000 HANGER 7.750 17.750 10.000 1021 69 -3fi9 _____________________________________________________________________________________________________________ B07 18.000 7.625 WALL 0.000 10.000 1210 -449 B07 18.000 7.625 WALL 17.365 10.000 1226 -456 ---------------------------------------------------------- BOB 1B.000 7.625 WALL 0.000 10.000 ___________________________________________________ 1212 -451 BOB 18.000 7.625 WALL 17.365 10.000 1212 -451 _____________________________________________________________________________________________________________ BOB 18.000 7.625 WALL 0.000 10.000 1212 -453 B09 18.000 7.625 WALL 17.365 10.000 1212 -453 _____________________________________________________________________________________________________________ B10 18.000 7.625 WALL 0.000 10.000 1687 -682 B10 18.000 7.625 WALL 17.365 10.000 1687 -682 ---------------------------------- CJ2 2.000 ___________________________________________________________________________ WALL 10.000 420 -172 CJ2 2.000 1.500 1.500 NAILED 2.000 2.000 10.000 20 -30 -30 CJ2 2.000 1.500 NAILED 2.000 11.055 5 -37 _____________________________________________________________________________________________________________ CJ4 4.000 . WALL .000 10.000 4 -165 CJ4 4.000 1 1.500500 NAILED 4.000 4 10.000 67 67 -15 16% 4.000 1.500 NAILED 4.000 12.055 131 -73 a-------------------------------------------------------------------------------------- �(� C� 4.000 4.000 1.500 1.500 NAILED NAILED 4.000 4.000 10.000 10.000 467 67 --15 -15 • y 4.000 1.500 NAILED 4.000 12.055 131 -73 _----------------------------------------------------- /t 4.000 1..500 NAILED -4.000 10.000 _______________________________________________ 279 -54 .f 4.000 1.500 NAILED 4.000 10.000 79 18 -18 4.000 1.500 NAILED 4.000 12.055 165 -90 -- -------------------------------------------------------------------------------------------------------- 6 6.000 WALL 10.000 1 84 --16 EJ6 6.000 1.500 1.500 NAILED 6.000 6.000 10.000 110 110 -i6 EJ6 6.000 1.500 NAILED 6.000 13.055 226 -125 _____________________________________________________________________________________________________________ HJ4 5.594 11.500 WALL 10.000 393 148 --19 H14 5.594 1.500 NAILED 5.594 5.594 10.000 93 -19 HJ4 5.594 1.500 NAILED 5.594 12.033 73 -22 _____________________________________________________________________________________________________________ HJ6 8.423 11.500 10.000 244 --52 H16 8.423 1.500 NAILED NAILED 8.423 8.423 10.000 312 312 -52 HJ6 8.423 1.500 NAILED 8.423 13.033 277 -159 ------------------------------------------------------------------------------------------------------------- J44 4.375 WALL 12.000 --56 J44 4.375 4.500 4.500 WALL 4.000 4.000 12.000 190 190 -56 .____________________________________________________________________________________________________________ J45 4.375 WALL 12.000 522 -180 J45 4.375 4.500 4.500 WALL 4.000 4.000 12.000 522 -180 J46 4.375 WALL 10.000 502 -229 J46 4.375 4.500 4.500 WALL 4.000 4.000 10.000 502 -183 183 J47 7.000 7.625 WALL 0.000 10.000 800 J47 7.000 3.000 HANGER 6.750 10.000 669 -------------------------------------------------------------------- J48 4.375 7.625 WALL 0.000 12.000 487 J48 4.375 4.500 WALL 4.000 10.000 232 ____________________________________________________________________ JO 4.000 7.625 WALL 0.000 10.000 443 J4A 4.000 3.000 HANGER 3.750 10.000 425 ____________________________________________________________________ J4G 4.008 7.625 WALL 0.000 10.000 996 J4G 4.008 3.000 HANGER 3.750 10.000 1421 ____________________________________________________________________ J6G 6.000 7.625 WALL 0.000 10.000 1877 J6G 6.000 3.000 HANGER 5.750 10.000 1924 ____________________________________________________________________ J7 7.000 7.625 WALL 0.000 10.000 635 J7 7.000 3.000 HANGER 6.750 10.000 356 _____________________________________________________________ J74 7.271 7.625 WALL 0.000 12.000 41B J74 7.271 7.625 WALL 6.635 12.000 40B ____________________________________________________________________ J76 7.635 7.625 WALL 0.365 12.000 711 J76 ____________________________________________________________________ 7.635 7.625 WALL 7.000 12.000 346 336 -25B 7 -7 7 _______________________________________ -153 -145 _______________________________________ -379 33 -533 _______________________________________ -444 -460 -9 -15 9 _________________________________ -101 197 --------------------------------------- -237 -156 / pi S1OZl60/60 9NI3VdS '3vd 'ana dSd 'Ql '101 isd 11 OG dsd 1Q 3a 3Sd l0 31 dSd 11 31 bio[ansal7aH 9Mb0 bI/I0/01 31VG •}sgnS ?Flo 33?1 goJS juiaa_1 Jo juiad-1 v,T.fv.aa .. •ns w,a.. .. Bann) �.. v orn .Sat �.o . ou,y.l.. �mmin isaLls qa. apus i6ve Gaavu Io sua8 sa fy a uvf is 6u!nvR aa> s lId r +lalRa v+)apzea6 wvanVs 14631 Gipl aRyLylvm—of dPlppNs 631Y91zwEzan+!aa"P.lyl. 1...afv+e fv u3eaea,. +aOzN+I IVL S.,,l 6atl .ana] v fiul.oap Sry) u x Y 0 'sassn+a avN6ul]v+q G u013 5 'Bu!EdIVs •Bu!Ipuvyv+of ,o '1 Ial/ISNtl a]uou+ofuo] uT szn+3 aya PIPG oa pef Ruv 9uonv y Y! w+f uAiv!naP Ruv , f Iq!swtlsa+ 9 SW 11 1104E 'ail eno+6 LuawOuo] Jaf Bv!PI.j nll fo ugGlnN T siAplsptl a3vp p+awvvas so vol seulnv,e es pe).1 SZalun 1. 1, yupf M u-puv a zv I.d ISISM puvim' of vava o3 za3vle .... algv]neav z al6 + ce ce s 3]az Infl ,ae pallv3svl 6.pv a Gqa. fo )wo+asa, Ia+a3o1 S+ayor44d ,of wG .Lv]ov ti+lea. v!p!Ava4]o»o epatlo.a p,aw ), vq Wo Bwyavays lam.in,)s payso 'Jo RYado,e envy Ilv,m as ae) aGln+Dy3o pa)vu au6 a 6np q av,omoa p[no+tl nvg5 .nvs..l avrve 03 ""d za gals+ +vf mo.S P"o lat Rd '� 11" vful ewfvs a+«oauov auPlm6u a;o so uo IIPa 11.L- puv o) +afaa MI 3" puo 613N] S 'eyaews •sgmuml WAdd+gvf !: sa: 'sa3nvasxl . ,mq swi saoS3 a I] �1n of manvaa slni xswalu G.wvtaomlo-a Isnlnvan Swi Im saGma nr nnimf am ¢via a•r>xmavn.. •g36ual Jagwaw qam jo %OB wnwiulw o sl Jagwaw 6upJojulab oo A }o spou (ulw',0'£x.82VO) poi g}lm goo}}V -aooj Jad goos (l) uog} aJow ON 'qam jo aooj ap1m op (s)goJs GlddV :4_uawaOu0,}uiay goaS %4:}6ual JagWaW qam jo /08 wnwulw n si Jagwaw 6upuojulab 'oo ,9 }o .s➢au (uIW',0'Ex,8210) PO[ 441m goo}}V •aDoj moJJou qam jo apls Jaq}!a o> GlddV q_uawaOuo,}uiay--j uo 4_uawaa,40 }U1a�j-1 uoi�_n4_iq_scjnS uaclwaW euac OWWO Wx ax.1 68cu ANWWQDM NV 'qam jo aooj gaoa o} goos (p /lddV 'qam jo aooj aplm uo goos Ja4.ua:) ()p) 'u6lsap paloas s,Jaaui6u3 uo asimuaggo paljpads ssalun Jagwaw qam uoq} Ja};aq Jo apnJ6 puo sapads awos aq o} }uawaouojulaJ goos Jo '}uawaouojuiaJ-1 '}uawaoJojuiaJ_1 ()K)9x2-2 9x2 smoJ 2 ex2 8x2-1 9x2 mOJ [ Bx2 OK)bx2-2 9x2 SmOJ 2 9x2 9x2-1 bx2 moJ l 9x2 bx2-2 9x2 smaj 2 yx2 Jo Ex2 bx2-1 bx2 moJ l bx2 Jo Ex2 'juiab gooS julay -1 Jo -1 az!s }uawaoauojulab aAIJOUJa41V a13 paljpads Jagwaw qaM ad,C} }uaWaouojulaJ a}mutlo Jddo g¢Im ublsap unJ-aJ '}uawao JojulaJ anl}auJa}lo wnwiulw Joj 'aAI}OAuasuoo aq /pow molaq µJugo ul paljpads yuawaDJojulaJ and}ouua:�lV •}uauaouojulaJ goos Jo }uawaoauojulaJ_1 Jo }uawaJJojulaJ-j oq. su6isap papas Rld al6up uo umoys bl:) paljpads aq} 6ui6uogD Joj algoD0ddo Gluo sl I!o}ap sigl :sa}oN •paJisap sl poq}aw }uawaouojulaJ qam anlpouJa1lo ua lnq u6lsap ssnJ} o uo paljpads sl (610) }uloJ}sab loua}ol snonulquoj a uagm pasn aq o} si po4ap sigl Cui::)uo juia�] N-]S RrTEF—D AUG 2 7 ZZ 0 /*Foo / --------- BEN MNHAMILAB PCPpP�Bg6 L905 TERSECTIot — P ELEV =5.50' r N 223039' DUNE S/DE Di ® 0 ' RA (PR/VA bh � om^c �{,.30' k us !?� / Loris PROPOSED 7a$ N I S c ?s! SINGLE FAM/L Y m . A ! RESIDENCE F-F.EL = 7.50 d a a / -1UP J / us 4 PIPiN,S'tiVAG / (VACANT) CNR SIDES / f FEAR � TECH. LEGAL DESCRIPTION: LOT 19, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 30 0 15 30 ®I I I ( IN FEET ) 1 inch = 30 ft. orth 1929 RD PKW L916905 ti MO 51lRC 415905 k �, "'�ROPOSOI 4' SIDMIX 20 (VACANT) M9 518' IRC FND 5/8"IRC W905 12 (VACANT) Parcel Line Table Line # Length Direction L1 25.00 S 67'29'21" W L2 45.00 N 00'14'52" W L3 13.99 N 00'14'52" W PLAT OF SURVEY FOR: AMANDO & MERCEDES PARDILLO TYPE: BOUNDARY & TOPOGRAPHIC DATE: 08110/015 PROJ. NO. 13-024-19 F.B. 220 PG. 53 DVVN. BY: B.D.Y. SCALE: V = 30' CKD. BY: C.H.B. THIS PLAT AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. r-Mmking RW2013 JOBS113-02, TARPON FATSUATSILOT M13-02419SRE PLAN-REV."g BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' SIDES - 7.5' ADDRESS: 3931 DUNESIDE DRIVE, FORT PII LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH FL 3296U L1396"S PHONE: 772-794-1213, F,%X: 772-794-1096 E-5WU LB69W&SELLSOUTILNET PG 1 OF 2 Report of Survey. (Project #13-024-19) • TYPE OF SURVEY. BOUNDARY & TOPOGRAPHIC ' THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M.# 5755 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17. FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. ' THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE, AS ESTABLISHED IN CHAPTER 5J-17. FLORIDA ADMINISTRATIVE CODE. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: • THE BEARING BASE FOR THIS SURVEY IS S 2230'39'E ALONG THE CENTERLINE OF DUNE51DE DRIVE AS SHOWN ON THE PLAT THEREOF. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS., UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT—OF—WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE -X", PER FLOOD INSURANCE RATE MAP #12111C0093 J, DATED FEB. 16, 2012. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODECTIC VERTICAL DATUM OF 1929. THE PRIMARY BENCHMARK FOR THIS SURVEY IS: NATIONAL GEODETIC SURVEY MONUMENT P 633, ELEVATION 2.97' NGVD (1.49' NAVD, PUBLISHED). SITE BENCHMARK AS SHOWN ON PAGE 1 OF 2. ' ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR PSM - PROFESSIONAL SURVEYOR & MAPPER LB - LAND SURVEYING BUSINESS C - CENTERUNE R - RADIUS L - LENGTH G - DELTA ANGLE E/P - EDGE OF PAVEMENT 8/0 - BACK OF CURB B.M. - BENCHMARK POC - POINT OF COMMENCEMENT POET - POINT OF BEGINNING o PCP)) PERMANENT CONTROL POINT PCP - PERMANENT CONTROL POINT IS - (FIRM) PERMANENT REFERENCE MONUMENT PRM - PERMANENT REFERENCE MONUMENT (IPRONIPOE PIPE P - ® - (IRC) IRON ROD & CAP IRC - IRON ROD & CAP EO - (CM) CONCRETE MONUMENT CM - CONCRETE MONUMENT ED (M) - FOUND-..: - OAK - MEASURED w (P) - PLAT (C) - CALCULATED - PALM EL/ELEV. - ELEVATION PA - PARKER KALON ,Certified To: 1) PHOENIX REALTY HOMES, LLC 2) AMANDO PARDILLO do MERCEDES PAROIU.O ) TREE MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 E-MAIL: LB6905 a BELLSOUTH.NET E- - GUY WIRE `n' - 19 WOOD UTILITY POLE - ® TEI..EPHONE SERVICE - CABLE T.V. BOX ® - ELECTRIC BOX LIGHT POST - WELL o - GATE VALVE N - IRRIGATION VALVE WATER METER C�J - SANITARY MANHOLE - SANITARYSERVICE - SEPEPTICCTANK - DRAINAGE MANHOLE - CURB INLET - ® - SURFACE INLET MITERED END SECTION - CONCEPTUALDRAINAGE v STREET SIGN 1S5 - PROPOSED GRADE NA - NORTH AMERICAN VERTICAL DATUM 10 - TYPICAL ELEVA71ON A/C - AIR CONDITIONER CONC. - CONCRETE F.F. - FINISH FLOOR BSS - BUILDING SETBACK LIKE RAW _ RIGHT OF WAY AABB AS -BUILT A.E - ACCESS EASEMENT U.E - UTILITY EASEMENT ® - RECLAIMED WATER METER THIS SURVEY IS NOT VAUD WTHOUT IRE SIGNATURE AND THE ORl NAI UCCENIM SUA a AN1119 FEI( ETFIEIFI�(I�ID9 �!E CHARLES-H. N ANCHARD P.S.M. #5755 T.%Wotk'inq FIes12013 JOBS113-024 TARPON FLATSROTSILOT IM13-02419SIIE PLAN -REV.d.2 rWprovea / 11 / (VACANT) LEGAL DESCRIPTION: LOT 19, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 30 0 15 30 I�I ( IN FEET ) 1 inch = 30 ft. orth W 5/8' IRC 1BI6905 12 (VACANT) Parcel Line Table Line # Length Direction L1 25.00 S 67'29'21" W L2 45.00 N 00'14'52" W L3 13.99 N 00'14'52" W PLAT OF SURVEY FOR: AMANDO & MERCEDES PARDILLO TYPE: BOUNDARY & TOPOGRAPHIC DATE: 08/10/015 PROJ. NO. 13-024-19 F.B. 220 PG. 53 SCALE: V = 30' BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3931 DUNESIDE DRIVE, FORT PIERCE DWN. BY: B.D.Y. MERIDIAN CKD. BY: C.H.B. THE ORIGINAL RMLAN BLVD THIS PLAT AND REPORT ARE NOT VAUD WITHOUT THE SIGNATURE AND RAISED SEAL OF THE FLOPoDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON 1717 VERO PHONE;772-7941213,FAM77L7941096 90201 WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATfAOHED REPORT. OpmHs-1 B6905.00M 1HE PLAT AND REPORT ARE NOT FULL AND COMPiEIE WITHOUT ONE ANOTHER. r..%W"n9 F161701370B5�13d19 TnRNN iL\7311DTS=19XON4lg+MM_dwB4,npo,6839O M,1Wr1WMPOB•E1t7610saie5 0 ¢9' FA e 97 LB86905 7 S / v �n� l vi �} pAJO' a go 3% b`� ry6h s-p"- x sB x Iz jr 'FORMBOARD h° se yl m16 1 / m k / / (VACANT) LEGAL DESCRIPTION: LOT 19, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 30 0 15 30 I I I I ( IN FEET ) 1 inch = 30 ft. orth 1929 fv9 PIRD N 2230391W 582.51' or ti Q fN0 518"IRC 4' SIDEWALK 20 (VACAN Su le o. DateWinit prove CHJ690}1�iQ I, FND 5 8'IRC IBI6905 12 (VACANT) Parcel Line Table Line # Length Direction L1 25.00 S 67'29'21" W L2 45.00 N 00'14'52" W L3 13.99 N 0014'52" W 1 ' PLAT OF SURVEY FOR: AMANDO & MERCEDES PARDILLO TYPE: BOUNDARY & TOPOGRAPHIC DATE: 08/10/015 PROJ. NO. 13-024-19 F.B. 220 PG. 53 DWN- BY: B.D.Y. SCALE: V = 30' CKD. BY: C.H.B. THIS PLAT AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. BUILDING SETBACKS (BSB): FRONT — 25' REAR — 15' MIN. SIDES — 7.5' ADDRESS: 3931 DUNESIDE DRIVE, FORT PIERCE MERIDIAN LAND SURVEYORS nn lmmAn RIVER Buv, sL.rrE zo1 \'ERO BEACH. FL 32960 16#69115 PHONE: 772494-1213, F1,C: 772-794-1096 E-NLAIL: LE6905dBELLSOOTH.NET T.%Wmking F-11m 013 JOBS113-024TARPON FLATSILOTSLLOT 1S\13-0241"P-REV_FB."9 Report of Survey. (Project #13-024-19) « TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LE#5905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 « PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE CHARLES H. BLANCHARD P.S.M.# 5755 « THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17. FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE, AS ESTABLISHED IN CHAPTER 5J-17. FLORIDA ADMINISTRATIVE CODE. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. « THE LAST DATE OF FIELD WORK WAS: 10/06/15 • THE BEARING BASE FOR THIS SURVEY IS S 2T30'39"E ALONG THE CENTERLINE OF DUNESIDE DRIVE AS SHOWN ON THE PLAT THEREOF. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS- UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X", PER FLOOD INSURANCE RATE MAP #12111CO093 J, DATED FEB. 16, 2012. « THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODECTIC VERTICAL DATUM OF 1929. THE PRIMARY BENCHMARK FOR THIS SURVEY IS: NATIONAL GEODETIC SURVEY MONUMENT P 633, ELEVATION 2.97' NGVD (1.49' NAVD, PUBLISHED). SITE BENCHMARK AS SHOWN ON PAGE 1 OF 2. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. Legend & Abbreviations: (symbols not scaleable for size) PIS — PROFESSIONAL LAND SURVEYOR PSM — PROFESSIONAL SURVEYOR & MAPPER LB — LAND SURVEYING BUSINESS & — CENTERLINE R — RADIUS L — LENGTH A — DELTA ANGLE E/P — EDGE OF PAVEMENT B/C — BACK OF CURB B.M. — BENCHMARK POC — POINT OF COMMENCEMENT POS — POINT OF BEGINNING A— PCP PERMANENT CONTROL POINT P — ER ANENT CONTROL POINT 10 — (PRM) PERMANENT REFERENCE MONUMENT PRM — PERMANENT REFERENCE MONUMENT O — (IP) IRON PIPE IP — IRON PIPE ® — (IRC) IRON ROD & CAP IRC — IRON ROD & CAP O — (CM) CONCRETE MONUMENT CM — CONCRETE MONUMENT FD — FOUND — OAK TREE (M) — MEASURED (C) — CALCULATED — PALM TREE EL./ELEV. — ELEVATION P/K — PARKER KALON Certified To: 1) PHOENIX REALTY HOMES, LLC 2) AMANDO PARD6LO & MERCEITES PARDILLO 3) 4) MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUrrE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-7944096 E-NIAIL: LB6905 uQBELLSOUTH.NET C— — GUY WIRE `Q. — WOOD UTILITY POLE ® — TELEPHONE SERVICE ® — CABLE T.V. BOX — ELECTRIC BOX — LIGHT POST — WELL — HYDRANT I>4 — GATE VALVE N — IRRIGATION VALVE — WATER METER S — SANITARY MANHOLE — SANITARY SERVICE — SEPTIC TANK — DRAINAGE MANHOLE — CURB INLET ■ — SURFACE INLET ® — MITERED END SECTION — CONCEPTUAL DRAINAGE v — STREET SIGN — PROPOSED GRADE NAVD — NORTH AMERICAN VERTICAL DATUM 05 — TYPICAL ELEVATION A/C — AIR CONDITIONER CONC. — CONCRETE F.F. — FINISH FLOOR BSB — BUILDING SETBACK LINE R\W _ RIGHT OF WAY AB AS —BUILT A.E — ACCESS EASEMENT U.E — UTILITY EASEMENT ® — RECLAIMED WATER METER THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. CHARLES H.'BLANCHARD Y.S.M. #5755 ru4VI- 4 T:\Wo,Jd%Fitm%2013JOBS1IM2, TARPON FLATSB.OTSLLOT1%134M4-IMP-REV_FB.dwg 4 AB' r / BENCHMARK /���------FD P/K NAIL 80ISK ----- PCP L3N6905 _INTERSECOTION ELEV E550'NGVD 1929 � / •� END PX&D N 223039'W 5B2.51' 6,> ® 0 Le�ssDS DUNE SIDE DRIVE I . ' R/W (PRIVATE) 5• / N h / O d3 \A' us X / Q ' PND 51 NO 46� �.�� LBJ6905 h x x_.L- FORMBOARD FFE[• = 7,' c \9e.• _ 16 x `J^ n h� Se m V / 11 / (VACANT) LEGAL DESCRIPTION: LOT 19, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. I' North PROPOSED 4' SIDEWALK 8.94' 1fND 5/8' lRC LB16905 h e 20 (VACANT) 12 (VACANT) Parcel Line Table Line # Length Direction L1 25.00 S 67'29'21" W L2 45.00 N 00'14'52" W L3 13.99 N 00'14'52" W PLAT OF SURVEY FOR: AMANDO & MERCEDES PARDILLO TYPE: BOUNDARY & TOPOGRAPHIC DATE: 08/10/015 PROJ. NO. 13-024-19 F.B. 220 PG. 53 DVVN. BY: B.D.Y. SCALE: 1" = 30' CKD. BY: C.H.B. @ THIS PLAT AND REPORT ARE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. (BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' SIDES - 7.5' ADDRESS: 3931 DUNESIDE DRIVE, FORT PII MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD. SLATE 201 VERO BE4CR. FL 32960 LR869B5 PRONE: 772-794-1213, FAX: 772-7944096 E-6LVL: LB6 W&SELLSOUTLLNEC T:IWo,Kmg FilwN2013 JOBS113-024 TARPON FLATSLLOTSLLOT 19113-0241"P-REV_FB.dw9 Report of Survey. (Project #13-024-19) • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M.# 5755 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17. FAC) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE, AS ESTA13USHED IN CHAPTER 5J-17. FLORIDA ADMINISTRATIVE CODE. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 10/06/15 • THE BEARING BASE FOR THIS SURVEY IS S 22'30'39"E ALONG THE CENIERUNE OF DUNESIDE DRIVE AS SHOWN ON THE PLAT THEREOF. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT—OF—WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X", PER FLOOD INSURANCE RATE MAP #12111CO093 J, DATED FEB. 16, 2012. ` THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODECTIC VERTICAL DATUM OF 1929. THE PRIMARY BENCHMARK FOR THIS SURVEY IS: NATIONAL GEODETIC SURVEY MONUMENT P 633, ELEVATION 2.97' NGVO (1.49' NAVD, PUBLISHED). SITE BENCHMARK AS SHOWN ON PAGE 1 OF 2. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION. THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER `d - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS 19 - TELEPHONE SERVICE C - CENTERUNE ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH - LIGHT POST A - DELTA ANGLE WELL E/P - EDGE OF PAVEMENT _ HYDRANT B/C - BACK OF CURBGATE D4 VALVE BENCHMARK N - IRRIGATION VALVE POC - POINT OF COMMENCEMENT 9$ - WATER METER POB - POINT OF BEGINNING - SANITARY MANHOLE o - PCP) PERMANENT CONTROL POINT rERMANENT ®V - SANITARY SERVICE PCP - CONTROL POINT - SEPTIC TANK 10 - (PRM) PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT - CURB INLET O - IRON PIPE ® LET IP - IRON PIPE IRO _ ITmm END SECTION ® - (IRC) IRON ROD & CAP v - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP - STREET SIGN O - (CM) CONCRETE MONUMENT - PROPOSED GRADE CM - CONCRETE MONUMENT �, NAVD - NORTH AMERICAN VERTICAL DATUM FO - (M) - FOUND - OAK TREE MEASURED 1B - TYPICAL ELEVATION (P) - PLAT A/C - CONC. - AIR CONDITIONER CONCRETE (C) - CALCULATED - PALM TREE F.F. - FINISH FLOOR EL/3". - ELEVATION BSB - BUILDING SETBACK LINE P/K - PARKER KALON R\W RIGHT OF WAY _ AB AS -BUILT A.E - ACCESS EASEMENT Certified To: U.E - UTILITY EASEMENT 1) PHOENIX REALTY HOMES, LLC ® — RECLAIMED WATER METER 2) AMANDO PARDRL-0 & MERCEDES PARDILLO 3) 4) MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB96905 PHONE: 772-794-1213, FAX: 772-794-1096 E-DIALIL: LB6905( BELLSOUTHAET THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLOWDA UCENSED SURVEYOR AND MAPPER NAMED BELOW. ® 0�4j'I5 CHARLES H. BLAPdCHARD P.S.M. #5755 T:1WarI(M Fi18S12013 A0BS%13024 TARPON FUITSILOTSILOT 19U302419-SP-REV_F8.M19 P ,�m I ,w I +m ,a-0'cm' NOTE TO BUILDERFMUST PROVI➢E UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized In compliance with Florida Residential Building Code-113602.4 balanced return air. EXCEPTIONS 1-3 'Ca a. Iwcd z 14x8 175 GREAT ROOM' bath duct _ O 01 . roof cap S mm�' w/f an naaDuam�m��!rr�ln:.,_,IoaBlr � 16' 7' +an a++. 12xJ lwcd 17+ QK 4' dryer duct to roof cap w/dryer vent box 4.0 TON W/8KW R240V IPH AHU HANGING IN ATTIC 18xl6 plen scale F1/8'=1'0' s-, 24x16 rad 7'kitchen vent to rojV1! Tap 20' 3' bath duct to roof cap w/fan „Nuton� 696RNB IOx6 10 1156 1wcd 6W1 7dll bY i EOROOM #3 er uF / fbrag 20' KOPE r� 2-CAR GARAGE JpvG Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. #2 M t>1-0,- ru X 70 70td-P, r fU ti 3 .zJ D £3C7 r Z D td Rating W Q a J � Q ~ LJ Q � J W z Ln LIJ W 0-LnI— o Do�oz Ixrn — IOU J Q F- m I- Q O -1 O 5 Q [O(LJfn00 r a