Loading...
HomeMy WebLinkAboutBuilding PlansN_SKU;S K.ES 1 D,E, NTIAL OM M M E RCIAL TIKI HUT DE9113N Y �r_Gwleel�s_x OCT #ARI 0013326 N rL ^- #AR93250 MIL— #001-01 4842 C] MA ^- #3231 7 ONCARS ^- #67566 M NJ ^- #21 AIO 1 1 69200 M NY ^- #03-034472 ONO ^- #01 4537 080 ^- #AR9931 nTX -- #2 1 1 53 OVVY ^- #C-3265 tt ''wx Z° . 5o '1 �Q zm Cj• /15/21 •%� QmZ ......:•�!I►�� DRAWING, TITTLE TIKI HUT (B) FOR 81I 8. BI�OCKSMITH RG. _[b)"ATits 0AY plomcls, PC" £34-04 5 RAWN 8"' JPW HECK�D BY: JPW C c]JI14J>N 21-140E.252 c Y N" HIA GAR IA a 14 JUNE 2021 �HELT NO� ® 1 F 22 ' =P;R'4� �,�..i�c-r L'7�SCRIP7ION T-1 COt/ER SHEET C-1 IGEY I°-1,4P - DR.drWING INDE�G ,4-1 EU14.IL0lNC� � G'CODE D,4T,m. •GENEI�.1.. NOTES ,4-S E"�UILt'OINC�'r"...- E�'TICJN S-1 PR,4MlNG DET,�IL.S S-2 Pf�.4MINC3 DET,�ILS -r.�---5 PRIMING DE'T,o+ILS �-4 ENDUREED SYNTHETIC THATCH SPECIPIC,4TIONS S-.S ENDUREED SYNTHETIC THATCH SPECIFICATIONS S-Co ENDUREED SYNTHETIC THATCH �✓-PECIFlCATION3 S-? ENDUREED SYNTHETIC THATCH SPECIFICATIONS -r.�--6 ENDUREED SYNTHETIC THATCH SPECIFICATIONS 3-9 ENDUREED SYNTHETIC THATCH BPECIPIC.4TIONr� 8-10 STRUCTURE' WIND CALCUL..�TIONS 5-11 STRUCTURE WIND CALCUl..ATIONS FP-1 ENDUREED "*%./A SYNTHETIC THATCH TEST REPORT FP-2 ENDUREED TEST REPORT FP-m ENDUREED `�/I�/A SYNTHETIC THATCH TEST REPORT FP-4- ENDUREED \11\/A SYNTHETIC THATCH TEST REPORT FP-5 ENDUREED TEST REPORT N-1 MANUFACTURER'S LETTER -ENDUREED \/l\/A SYNTHETIC 2801 s grocksmith Rd, Fart Piorce, FL 34945 I , `"10 gmI7om7am,®OpMsbow—hp NSKU S. RESIDE NTIAL COMMERCIAL TIKI HUT DEsfGN .94,1.. OT w #ARI 001 3326 rL ^- #AR93250 IL — #001 -O 1 4842 MA — #323 1 7 NCAIZB #67566 NJ ^- #2 1 AID 1 1 69z00 NY — #03-1134472 NO — #01 4537 813 -r #AR9931 TX ^• #21 153 WY ^- #C-3265 Is F 2809 S. BIEOCK3MITH RID. = f�C7RT PIE�FZC6, RL $4J45 (9 DRAWN 3Yt JPW CHECKEO BYe JPW p12oJECT 4 21-1406.252 IL DATE• 14 JUNE 2021 1 [SHEET NO. C -'I ® 2 OF 22 J < Z 0 °W ° am 1. USE GROUP: (U) UTILITY - ACCESSORY STRUCTURE: 1. ALL FASTENERS SHALL SE FASTENMASTER TIMBERLOK HEAVY DUTY WOOD SCREWS, X° FASTENERS SHALL GO THROUGH SECONDARY MEMBERS AND HAVE A MINIMUM .3" za 2. CONSTRUCTION CLASSIFICATION: TYPE VS (UNPROTECTED) EMBEDMENT INTO MAIN MEMBER. F°m� S. PROPOSED DESIGN: ONE STORY TIKI HUT - RECTANGULAR 01 FT 16.63 FT) 2. ALL COLUMNS, GIRDERS, RAFTERS, COLLAR TIES AND PURLINS TO BE SOILD BALD W< is ` CYPRESS,GPI41t E 2. �4 4. STRUCTURE HEIGHT: 12'-7" PROVIDENS TO L1 5NDURSF-0 SYNTHETIC TNAILS BSTAINLESS 3z WAN 3 5. STRUCTURE AREA: lee 5F 245 SF (CANOPY AREA) WATER RESISTANT ROOF: "VIVA" BY ENDUMSM:) SYNTHETIC THATCH SHALL BE FASTENED of CT ACRCHITECN t ORCH WITH 1-1/4' 5 EEL RING-SHANKY V4 #6E5TAINLEI58 S EEL REWS Wm G. DESIGN Lt7 LOADS: LIVE LOA= 21:77 PSF (bOWNFORCE) -21.77 PSF (UPLIFT) PER HANUFACTURER SPECIFICATIONS (SEE DRAWINGS S-4 - r.--9). Wz RESIDENTIAL DEAD LOAD 10.00 PSF m� COMMERCIAL 4. NO ELECTRICAL OR PLUMBING WORK IS PROPOSED. °0= TIKI HUT 7. STRUCTURE DESIGN WIND SPEED: 160 MPH min. FOR "ULTIMATE DESIGN WIND SPEED" mww ° DE5303N 5. ALL WORK SHALL BE INSTALLED SHALL BE OF THE HIGHEST QUALITY FOR EACH Mx ';x DEVELOPMENT PMENT S. WIND IMPORTANCE FACTOR: 1.00 RESPECTIVE TRADE. am 4786"HANCARD.AVE.• 'NCIRTH PORT, FL 9. WIND EXPOSURE: B - CATEGORY I S. UNLESS OTHERWISE NOTED (U.O.N.), ALL WORK SHALL BE GUARANTEED FOR A Z� °< r. - 941. e64..6994. FI .941.,504; 6995 : MINIMUM OF ONE 1 YEAR FROM THE DATE OF OCCUPANCY. ) M -0 •�J - .- 'E:wwwdlau�i►pl:,00M .... 10, THE INTERNAL COEFFICIENT : 0 ZE 7. ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY OWNER AND ARCHITECT. 11. ALL NEW STRUCTURES ON THIS PLAN ARE DESIGNED AS OPEN. pm 6. DO NOT SCALE DR4WIN05. DIMENSIONS SHALL BE USED FOR LAYOUT PURPOSES. 01Q H N j5. WAN Si KU S 12. MAIN FRAME STRUCTURE 19 DESIGNED FOR HURRICANE LOADS AS PER ASCE 7-16. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RA CLARIFICATION. °� 1 �rtr_wl_cr_rt 13. FASTENMASTER TIMBERLOK SCREWS TO PENETRATE A MINIMUM OF 3 INCHES TO °°m OCT. ARI 001 3326 RESIST THE DESIGN WIND FORCE. S. THESE PLANS HAVE BEEN PREPARED WITH THE 2020 FLORIDA BUILDING CODE, 7th aW w rL ^- WAR93250 EDITION, LIFE SAFETY CODE, FLORIDA FIRE PREVENTION CODE. TO THE BEST OF MY o; CAL ^• #001-0 7 4B4z 14. THE VERTICAL ROOF MEMBERS ARE DESIGNED TO RESIST THE DESIGN WIND FORCE. KNOWLEDGE, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE 54 d EMA -� #323 1 7 MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS AS =_ (� NCARB ^- #67566 DETERMINED IN ACCORDANCE WITH CHAPTERS 553 AND 633 LAWS OF THE STATE OF of C1ENJ ^' #21 AID 1 169200 FLORIDA (FBC 106.1 $ 109.3.6.4.4) nW O INY 03-034472 - ONO 014537 10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "SUNSHINE STATE" aW 0930 ^' AR9931 ONE CALL, FP$L, AND ALL OTHER UTILITY COMPANIES PRIOR TO ANY WORK ONSITE OR Wo C]"EI'X ^• 21 1 53 OFFSITE 50 THAT THE EXACT LOCATION OF ALL UTILITIES CAN BE DETERMINED. W" 0VVY ^- #C-3265 11. IF EVIDENCE OF THE EXISTENCE OF HISTORIC RESOURCES IS DISCOVERED OR °im °<J OBSERVED AT DEVELOPMENT SITE OR DURING DEVELOPMENT ACTIVITIES AFTER FINAL s QF F APPROVAL, ALL WORK SHALL CEASE IN THE AREA OF EFFECT AS DETERMINED BY THE 'm . OWNER, CONTRACTOR OR AGENT THEREOF SHALL NOTIFY DIRECTOR. THE DEVELOPER,! m° �Q�•''•��Q THE DEPARTMENT OF HISTORICAL RESOURCES (HISTORY CENTER) WITHIN TWO WORKING Wa4DAYS. �° EXAMPLES OF EVIDENCE OF HISTORIC RESOURCES INCLUDE WHOLE OR FRAGMENTARY zo • : • STONE TOOLS, SHELL TOOLS, ABORIGINAL OR HISTORIC POTTERY, HISTORIC GLASS, 'o ,A;A HISTORIC BOTTLES, BONE TOOLS, HISTORIC BUILDING FOUNDATIONS, SHELL MOUNDS, at 0• SHELL MIDDENS OR SAND MOUNDS. THE DIRECTOR SHALL ASSESS THE SIGNIFICANCE Zm OF THE FINDS AND MITIGATE ANY ADVERSE EFFECTS AS SOON AS POSSIBLE, BUT NOT =;�� . LATER THAN THREE WORKING DAYS OF NOTIFICATION. mZ m°a ED ARG IF ANY HUMAN SKELETAL REMAINS OR ASSOCIATED BURIAL ARTIFACTS ARE zF Q� DISCOVERED AT DEVELOPMENT SITES OR DURING DEVELOPMENT ACTIVITY, ALL WORK co VALID ONLY IF SIGNED. SEALED 8 DATED IN THE AREA MUST CEASE, AND THE PERMITEE MUST IMMEDIATELY NOTIFY THE NEAREST 0� DIZAWIN93 TITLE LAW ENFORCEMENT OFFICE AND NOTIFY THE DEPARTMENT OF HISTORICAL RESOURCES mz WITHIN TWO WORKING DAYS, ACCORDING TO CHAPTER 8'72, FLORIDA STATUTES, IT IS °�©� UNLAWFUL TO DISTURB, VANDALIZE OR DAMAGE A HUMAN BURIAL, mz W< Mal m�V Mal 0 Y b, ML 00 .NIT...i REV. 1 0 E .W 0 Fu OWNER I LDDATIDN C`I'N'rHbA 43AFRCl4 F 2a= S. BRC7CKBMITH F2G. = F�C2R T PIBiaC6, FL 34945 BRAWN BY: JPW Vr CHECKEO BY: JPW } PROJECT # 21-1406.252 IL OATE:14 JUNE 2021. SHEET NO. 0 [] � -q I ® _ 3 OF 22 I I I I OH I I OVERHASO (C,ANOPY AREA) 1 O t-" L.r�ga 1 ro 1.1 O" I I I I \I -----------=A VNA N ,S.KU S DI�tC H ITECTUii RE9Iol NTIAL COMMERCIAL TIKI HUT DE91C;N OCT — #ARI 001 3326 tim ~ #AR93250 OIL — #001-014B42 MA -- #32317 CJIVCAlt6 - #67566 O NJ ^� #21 AIO 1 169200 n NY — $03-034472 ONO ^-� 1314537 C] i3 C -•- #A R 99 3 1 minx ^- #21 1 53 OVVY — #C-3265 '`v•,• v�% Iy OWN P � • .......•..�2►� 2801 5. 6ROCKBMITH RC. = FORT PIERCE, PL- 54045 (� DRAWN BY: JPW CHECKED BY: JPW 4ROJECT # 21-1406.252 a DATE:14 JUNE 2021 0 BHEET NO. ® '4'oF2 ENDURED "VIVA" SYNTHETIC THATCH ATTACHED TO RAFTERS WITH 1-1/41, - #6 STAINLESS STEEL RINS-SHANK NAILS. (SEE DETAILS - DRAWINGS 9-4, S-B, S-S, 5.7, S-8 S- 10`' FASTEINIMASTER TIMBERLOK SCREW FROM RAFTERS INTO BEAM --- 15" FASTENMASTER TIMBERL-OK SCREW FROM BEAM INTO PILES (COUNTERSUNK) 6" DIA. SOLID C" PRESS RAFTERS (9 7-0" o/c (TYP) 10" FASTENh-(ASTER TIMBERLOK SCREW FROM COLLAR TIE INTO RAFTERS 3" DIA. SOLID CYPRESS PURLIN S-ro S-7 S-6 S-S BEAM HAS LINCOLN LOG STYLE CUT PILE TO BE EMI5E=ED A MINIMUM 4'-V INTO UNDISTURBED SANDY SOIL (TYP) MIN. SEARING DAPACIT%fo. 3,557 1-E39. (2,872 LBS - LIVE LOAD (WIND) 743 L95 - DEAD LOAD a a = mr/ Nd A10% B. RG91DSB14TIAL COMMERCIAL TIKI HUT DEBIGk LICENSES CS CT SARI OO 1 3326 OrL —AR93250 OIL~ #1301-014942 0MA—#32317 O NCARB — #67566 "NJ ^- 131 AID 1 169200 O NY ^� D3-034472 GANG ~ 014537 09C ^- #AR9931 C]`I"X #21 1 53 l7WY ^- #0-3265 I '�~v••• •v�' 1p ��' 6 5 1 •',<<4 «� 4��Nt�LA wA*FzcLa, F 23CJ1 8. E3RG�cKSMI?H Rom. _ FGV'd`I" {�IFMr RL 34945 DRAWN BY: JPW II$HECKED BY: JPW } FikoJECT # 21-1406.232 a bATE:14 JUNE 2021 BHEET NO. El ® '� F. SC,,A4L-w: I/2" c 1 Cr`"P*%1 .��Yh'1t30L J* D1 5CIZIpTION 10" FASTENMASTER TIMBERLOK SCREW MIN. 4' ATTACHMENT: TENSION: 11215 FT. L135/90REW SHEAR: 965 FT. L.BS/SCREW BENDING: 167,300 PSI/SCREW " DA. SOLID BLONDE BALD CYPRESS JD(55. !�)" FASTENMASTER SCREW (TYP) 5'' 1:�IA. SOLID SLONDE SALLf:) CYPRESS IAF'"TER. (RIDG,= CONNECTION) .-64L..M 1/2" c T-C " A. =OLIO BLONDE PALC7 CYPRESS .L.,AR TIE. =ASTENMASTER SCREW (TYP) IA. SOLID SLONDE BALD CYPRESS TER. NSKU S. REBIDs NTIAL COMMERCIAL TIKI HUT DE91C3N 1.B m 013T ARI 0013326 jIMVVY M M ^• AR93250 t] 1 L ^• #1301-01 4842 W0 MA ^� #3231 7 C]NCA14B — #67566 ❑NJ — 21AIO1 169200 ONY ^� 03-C34472 t7NC -• #O1 4537 Wt113C — #AR9931 mnTX ^- #21 1 53 — #113-3265 .y ' ONN P kU 0 _ {.......t, Lq DklAWN BY1 JPW CHECKED BY: JPW PROJECT # 21.1406.232 a OATE114 JUNE 2021 0 SHEET NO. v IS 6OF22 Ro. 3" CIA, 90LC) BLONDS BALD CYPP-999 PLALIN. N S.KU S: 10" FASTENI'-1ASTER SCREW (T1'P) am f RE9ID.ENTIAL o MOMME•RCIAL TIK1 HUT you mz DESIGN 2 S-2 #7 x 5 1/2" (40D) GRIP -RITE HDG STEEL RING -SHANK NAIL (TYP) ` ENDUREED "VIVA" SYNTHETIC PALM FROND — \-- DIA, SOLID BLONDE CYPRESS RAFTER. T,� I L 7 (PUF�LIN � h�IDGE C,4►P CONNECTION) SC,�LE: 1/.2" = 7 =0" l.r��2�N= SYMBOL � DlrSCRIPTION 1 5/8" (4D) GRIP•RITS (OR 90.) ROOPIN9 NAIL #7 k 51/2" (4=) SKIP -BITS HDG STBSL RING -SHANK NAIL 10" FAST51NIMASTER TII" IBERLOK SCREW MIN. 4" ATTACHMENT: TENSION: 1,215 FT. LBS/SCREW SWEAR: 963 FT. LBS/SCREW BENDINO:187,300 PSI/SCREW a„ K„ 3" DA. SOLID BALD CYPRESS PURLIN. #7 x 5 1/2" (40D) GRID -RITE HDG STEEI. RING -SHANK NAIL OF DIA. S©LID BALD CYPRESS RAFTER. = 1 . I Low (PU1C'2LIN C©NNCTIC71'rl) Fl LICENSES nOT — SARI 0131 3326 rL ^- #AR93250 OIL— #00 1 -O 1 4842 CJ MA — #3231 7 M CARE #67566 O IVJ — #2 1 AIO 1 1 69200 0 NY — #03-034472 (ONO ^-#014537 09313 — #AR9931 O"i'X — #21153 OWY ~ #C-3265 r.."T' . W,-'m i�o t'-YN"1'HIA C3AIZCt4 f' Sol S, BROCKSMITH RIB. _ �t�l'�T t�IBIECB, �L 34,94ti5 Ve bRAWN SY: JPW G`IiECKED BY: JPW pItOJECr # 21-1406.252 IL BATE:14 JUNE 2021 0 SHEET NO. El ® 7 OF 22 I'o" DIA. SOLID BALD CYPRESS RAFTER. 1C�" PASTENMASTER SCREW PROM R,4PTER �- TO GIRC)SR (MIN. 4" EMBED) (TYP) #7 x 5 1/2" (40D) GvRIP-RITE HDG STEEL RING -SHANK NAIL 3" OLA, SOLID BALD CYPRESS PURL —IN. mop AMCHITEjCTU.RE () m� RESIDENTIAL $e oz -mE C'OMMERCIAL Tikl ptl DE81QUN 4 f Ho mWam= y !, WANSKUS W°t]CT ^� #ARI D013326 j11I:'L 1.. ~ AR93250 �? CJ IL DD1-D14842 WW OMA ^• 32317 XX MNCARB -� #67566 c° CI NJ ^- #2 1 AID 1 1692013 n0 C]IVY 3-D34472 H -it [3NC 014537 aW 013C ^- AR9931 m C3TX ^- #21 1 53 1'•Q" mm OVVY ^- #C-3265 f= OF F Mug 8" DA. SOLID BALD CYPRESS GIRDER ; ' ••;y (LINCOLN LOG STYLE CORNERS) Xo= zm r om ZL Zod �YMBDL DESCRIPTION m4 ••• 15" FASTENMASTER SCREW FROM RAFTER zi �•� AEG #% x 51/2" (40D) GRIP -RITE HDG STEEL NAIL all NTO GIRDER (MIN. 4" EMBED) (TYP)913 40 Qo VALID ONLY IF SIGNED. SEALED 8 DA V DIA, SOLID BALD CYPRESS COL.UI" IN. Fa-p ;,rs,I�►1NlG mm`7'.�ILS >_ W 10" FA9TENMA9'1+E5tTIMBERLOK SCt$EW Cm of MIN. W ATTACHMENT: m� TENSION: 1,215 FT. LB5/SCREW SHEAR: O S FT. LB5/SCREW ;o To IV O, _ REV. I DJ BENDING;167,3C�O P51/SCREW �� tyYa'Hlp. �aRCls� F8CJ1 45. 6FmOCKSMITF- trJF�T PIE3FEGE, PL 3.49 _Fsi bI2AW N bYe JPW L7 � 1L dNECKED BY: JPW 15" FASTENMASTER TIP-IBERLOK SCREW (I .��T Ir' TO CIK2L� �2 COI�JN CTION) OATEECT # 21-14Ora.2s2 JUKE 2021 MIN 3" ATTACHMENT:FlATE:14 (�rr�c��r� TO cG�4r.UMIV ccNhJ�CT�C�N) IL TENSION: 1,335 FT. LBS/SCREW SHEAR: 690 FT. LB5/SCREW ✓C'.W.�LE: �� _ .���Ou o U E9NEET NO. BENDING: 163,200 PSI/SCREW 8 of 22 Llir I \AA L Wood Batten Installation Instructions Overview Structure This instruction manual is for the installation of VIVA on an open batten roof frame. Structure should be framed with weatherable wood (Eucalyptus, cypress, pressure treated) or synthetic material. Rafter spacing should be between 18 to 36 inches. Batten size: min. 3-25", max. 2.25" Batten spacing: 8" on center RESIDENTIAL COMMERCIAL TIKI HUT DESIGN 941.,1 U4. ANmk m@* LICENSEE SEE nC:T — #ARI 001 3326 O rL — #AR93250 MIL— #001 -D 1 4842 C] MA — #3231 7 CI MNCAR6 #67566 ONJ — #21AID 1 1692D0 M NY #03-034472 bNO — #171 4537 00C ^� #AR9931 0TX ^' #21 1 53 OVVY ^- #13-3265 I o Slop u� DRAWING TITLE p Za WQ Minimum recommended slope for VIVA installation is 4/12. "'"1-1,•TCH For best aesthetic and performance results, slopes of 6/12 3 m�M'CS — — and greater are recommended. r 5it ... N_ 0� TI DA E OWNER !LOCATION Fasteners r mm � �o CYhVTHIA L9AF2CI4 F 2601 S. Bi^tOCKSMITH RIB. T 02-r P109=0, FL 34045 Nails:1.25IIStainless Steel Ring Shank Roofing Nails Lg DRAWN BYe JPW Screws: Stainless Steel 1.25" #8 HECKED BY: JPW }ROrECr I 21-1406.252 a 14 JUNE 20210HEET NO. UE3 9OF22 Overview Tools • Nail Gun/Grill Driver • Hammer • Utility Knife • Ladder/Scaffold • Tape Measure Material Handing VIVA will arrive packaged in boxes or bundles of 70 pieces, stacked on a pallet of 12 boxes. Material should be protected from weather, sunlight and moisture until ready to unbox. Material can be compacted in the box during shipping, so it is necessary to loosen the material after removing it from the box as demonstrated below. 6� 0,C_I cG . . . 6� are"! Safety Always follow the safety guidelines of the tools and equipment you're using. Always observe any applicable OSHA regulations. VIVA Palm Components Hip/Ridge Cone Top VIVA Specifications Fire Rating Wind Rating Field 36" by 27" Class A Wind Resistance up to Category 5 Hulrricane Hip/Ridge 27" x 27" Class A Wind Resistance up to Category 5 Hurricane Cone Top 36" x 36" Class A Wind Resistance up to Category 5 Hurricane 'Available in non -fire rated N RESIDENTIAL COMMERCIAL TLKI HUT OE9OGN, 00T — SARI 001 3326 IL— AR93250 011L — #001 -O 1 4642 iJ MA -- #323 1 7 C]NCARB — #67566 C1 NJ ^- #2 1 AIO 1 1 69Z00 CI NY — 133-034472 ONC ^-� 014537 08113 -r #AR9931 nTX ^- #2 1 153 0VVY ^- #113-3265 O JEN p; A ��' 6 5/21 •,�4�j = FOF27 I�IEI�GE, FL 34ti� DrZAWN Cite JPW CIi�CKr:D BYs JPW } PROJr OT # 21-1406.232 E bA7r:s 14 JUNE 2021 �HEIE NO. El ® 10OF22 a r Flap OFlap Close up r— Fold line Purlin Fastening Fold line 41 Nail Location Fold flap under Fold Line Fasten nail/screw through shingle and flap Installation-,: Eave Tools Needed • Nail Gun/brill Driver • Hammer • Utility Knife • Ladder/Scaffold • Tape Measure Construct the eave by installing the first row of field shingles on the second purlin, nailing on every indent except the top corner. Place a nail to the lower purlin at the end of the shingle, which will be covered by the following shingle. Always leave a minimum 2" inch side lap on all shingle installations. Install the second row of the eave detail with the top of the shingle attached to the lowest purlin, nailing through both layers and into the lowest purlin. Placing the shingles at random heights creates a more natural appearance on the eave overhang. Finally, the third row will attach to the some purlin as the first row. Make sure all side laps are a minimum of two inches. Materials Needed a { } RE9I0,ENTIAL COMMERCIAL TIM HUT DEsION - 1 .- 941., L1L'E ER OT w #ARI 001 3326 rL ~ #AR93250 IL w #1701 -01 4842 MA — #323 1 7 NOARB #67566 NJ ^- #2 1 AIO 1 1 692o0 NY 03-034472 NO ^- 014537 or. — #AR9931 TX #21 1 53 WY #C-3265 -, T.. • Irk;, G�•r•w'7'rll.A c3.�raclo. 26C'J1 �. BI�CJCKSMITH RIB. = FrOtiT C I�I�CC, PIr 34945 E9 t1RAWN BY: JPW ONECKED BY: JPW } PRCIJECT # 21-1406.252 a DATE: 4 JUNE 2021 BFIEET NO. 11 of 22 Toole Deeded • Nail Gun/Drill Driver • Hammer • Utility Knife • Ladder/Scaffold • Tape Measure Installation: Meld Materials Deeded Begin field shingle installation 3' Hip Rafter ��----ram^---- at the hip. Extend field shingles' 3' over the center line of the hip.�� .j Fasten field shingle to the purlin, 3-4" unfast s leaving 3-4" from the hip unfastened. Continue fastening, y- y leaving the top corner unfastened, see X. Place one fastener in the field shingle on the purlin below. Overlap the next field shingle over 2" incFh_overlap the first by min. 2". Fasten through both shingles on the `r { overlap at the corner., Installation: Field As you install the field shingles, be sure to off -set each row from the previous row at a minimum of 8" 91 RE�7Ds NTIAL COMMERCIAL TIKI HUT r..- 941. F1 94.1.-. LICENSES C1CT - SARI 1301 3326 r�"L AR93250 nIIL — #001-014842 nMA •-• #3231 7 C3NOARB #67566 O NJ ^- #2 1 AIO 1 1159200 C3 NY •-• #03-034472 C3NO #'014537 01130 - #AR9931 1:3TX #21 1 53 MVVY ^• #13-3265 '�� �"ti"IVTHl4 car GtA F, 2+5CJ1 �. E3r�C7GICSMITH RO. = f�t'Ofa"'I" pIF�I��E, PL 34945 19 DRAWN BYe JPW ONECKED BY: JPW �, OkOJECT # 21-1406.252 0. DATE:14 JUNE 2021 SHEET NO. L7 S - 7 12 OF 22 Tools Needed • Nail Gun/brill Driver • Hammer • Utility Knife • Ladder/Scaffold • Tape Measure Start the hip corner by stacking 2 hip/ridge shingles and inserting under the field shingle corners. Place fasteners (2) through the two stacked hip shingles into the lower purlin Installation: Hip Materials Needed Hip/Ridge Installation,6 , Hip Fasten the corners of the field shingles over the top of the hip/ridge shingle. Continue installing hip/ridge shingles 1 per row, lifting the field shingles and fastening the hip/ridge shingle to the previous purlin. Fasten the corners of the field shingles over the top of the hip/ridge shingle. N. REST,a NTIAL MCMM'ERCIAL Tlkl HUT IDE913N FI 1 IPlGAIl: ES CT — #ARI 001 3326 Ir'L ~ #AR93250 IL- #001-014842 MA ^- #323 1 7 NCARB ^- #67566 NJ ^- #21 AIO 1 1 69200 IVY ^- #03-034472 NO ~ #O 1 4537 93C -r SAR9931 TX ^- 21153 WY ^' #C-3265 2601 S+ t31 LOCKSMITH RG. = P1'71�"r' pIL4�C�, �L 34945 Vr bRAWN OV, JPW bHIWkiCO 13Yn JPW } IOIRdn P-Wr # 21.1406.252 >' bA,y`T g- i4�{JONE 2021 13 igHgIET NO. Tools Needed • Nail Gun/Drill Driver • Hammer • Utility Knife • Ladder/Scaffold • Tape Measure Installation: Ridge Installation-, Ridge Materials Needed Hip/Ridge Make sure the top rows of the field shingle are overlapping the top of the ridge, this ensures the waterproofing for the ridge. Cover the ridge by installing the -' _- hip/ridge shingles perpendicular to the field rows, centering thet-��— shingles on the ridge with a 6" H inch spacing. Use a minimum of 4 1E nails per ridge/hip shingle, placing the nails as far off the center as _ possible. Install the ridge shingles beginning at the ends of the ridge, working toward the center. �y A folded Hip/Ridge shingle can be used to create a transition between the Hip/Ridge shingles Fc running in opposite directions. �,._^"-`r ,.:-...,�---'^' " IN i 1' REBID. NTIAL COMMERCIAL TIKI "LIT DESIGN OT SARI 0013326 rL ~ #AR93250 IL— #001-01 4B42 MA ^- #323 1 7 NOAAB ^- #67566 NJ ^- #2 1 AIO 1 169200 NY --- #03-034472 NO #014537 ISO — #AR9931 Irx — #31 1 53 WY ~ #C-3265 ro.......' -��1- API OWN Kos f, IL14 +�CK3MI7'H rar;. = =CB, FL �4945 - JPW BY- JPW } # 21-14o6.25a IL NE 200 BHEET NO. El OF22 a °m °m Mecawind v2336 Notes 1W Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright © 2018 Pnw = Pressure on windward portion of roof: qh*G*Cnw*LF {Eqn 27.4-41 rc Pnl = Pressure On Leeward portion Of roof: qh*G*Cn1*LF [Eqn 27.4-41 =W Calculations Prepared by: Calculations Prepared For: All wind pressures include a load factor of 1.0 Client: CYNTHIA GARCIA + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface om Date: Jun 15, 2021 Project #: 21-1406.252 m, Designer: JOHN P. WANSKUS, RA, NCARB Location: 2801 S. BROCKSMITH ROAD, FORT PIERCE, FL Open Building Along Ridge Pressures per Fig 27.4-7 - Wind 90 Deg °W Description: All wind pressures include a load factor of 1 0 °no TIKI HUT ° �a Roof Var Start End CnA CnB Pressure Pressure hyA N s K U S. FileLocation C:\Program Files (xB6)\MecaWind\TIKI HUTS UNLIMITED\GARCIA _ 2.wnd Dist Dist PIA PnB of ACRCHII'E:CTU:RE ft ft psf psf Wm -_--- ----- -------- -_--, --- aF RESIDENTIAL Basic, Wind Parameters Roof_1 01000 9.500 -0.800 0.800 -21.77 21..77 oz 'ma $c 130 M M E RCIAL Wind Load Standard = ASCF 7-10 Exposure Category = B Roof_2 9.500 19.000 -0.600 0.500 -16.33 13.61 o TLK1 HUT Wind Design Speed = 160.0 mph Risk Category = I °WW D E 9ICi N Structure Type = Building Building Type =Open Notes Roof Pressures: p°f .+ EYELOPMENT Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward. Edge Qm 4786LHANOARD-AV6.• General Wind Settings CnA = Cn for Load Case A CnB = Cn for Load Case B m°W N13RT14 PORT; FL Incl_LF = Include ASD Load Factor of 0.6 in Pressures = False PnA = qh*G*CnA {Eqn 27.4-31 PnB = qh*g*CnB {Eqn 27.4-31 oo Fi 94..sB4 B99B' DynType = Dynamic Type of Structure = Rigid + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface -o� geyturarcuaQwo}.00M NF = Natural Frequency of Structure (Mode 1) = 10.000 Hz i° -- - - - Alt = Altitude (Ground Elevation) above Sea Level = 0.000 ft WL ma Jambi P� WA N S K U 5 Bdist = Base Elevation of Structure = 0.000 ft Components And,Cladding(C&C) Calculations per Ch, 30 Part 5.: SDB = Simple Diaphragm Building = False Zh = Mean Roof Height for Kh: h + Base Dist = 9.500 ft FZ Reacs = Show the Base Reactions in the, output = False Kh = Since Zh<15 ft [4.572 m] --> 2.01 * (15/zg)^(2/Alpha) = 0.575 nW ` �w N g e MWFRSType = MWFRS Method Selected = Ch 27 Pt 1 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 °zW LF = Load Factor based upon STRENGTH Design = 1.00 2Im- L ACT - ARI OD 1 3326 Topographic Factor per Fig.26:8-1 qh = (0.00256 * Kh * Kzt * Kd 1,V^2) * LF = 39.03 psf JJ L ^� AR 9 3 2 50 C]�L "' #d01-014B42 Topo = Topographic Feature = None Theta = Roof Slope 23.0 Deg i4 C] MA ^- #323 1 7 Kzt = Topographic Factor = 1.000 LHD = Least Horizontal Dimension: Min (B, L) = 11.000 ft mi= tj NCARB ^� #67566 al = Min(0.1 * LHD 0.4 * h = 1.100 ft �� mo° 0 NJ ^' #2 1 A101 1 69200 Building Inputs a = Max(al, 0.04 * LHD, 3 ft [0.9 m] ) = 3.000 ft ;° []hIY •r #03-034472 RoofType: Roof Type = Pitched h Mean Roof Height = 9.500 ft a� OHM ^' #131 4537 L Width Normal to Ridge= 11.000 ft D Length Along Ridge = 16. B30 ft Wind Pressures for C&C per aW [180 "' #AR993 1 #2 WindFlow: Wind Flow Method = Clear Slope Slope of Roof = 23.0 Deg All wind pressures include. a, load factor,' of 1:0 mo a MTX ^• 1 1 53 OVVY ^- #C-3265 W Exposure Constants per Table 26.9-1: Description Width Span Area 1/3 Zone Cn Cn p p Z. Alpha: Const from Table 26.9-1= 7.000 Zg: Const from Table 26.9-1= 1200.000 ft Rule Pos Neg Pos Neg mQ At: Const from Table 26 9 1= 0.143 Bt: Const from Table 2'6.9-1= 0.840 ft ft ft ft _- psf psf - ---- ---- ---- ---- '-- - --- --- ---------- ----- m rc� �G Q F O .. Am: Const from Table 26 9-1= 0.250 am: Const from Table 26.9-1= 0.450 °4 .•'• •.�/ ��' '•Q C: Const from Table 26.9-1= 0.300 Eps: Const from Table 26.9-1= 0.333 Cn = Net Pressure Coefficient taken from Fig 30.8-11 2 and 4 •; Gust- Factor Calculation-: p = Wind Pressure: qh * G * Cn [Eqn 30.B-1] W= ,��� kUS Gust Factor Category I Rigid Structures - Simplified Method m=o • : ' • G1 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 'm �,w: Gust.Factor Category II Rigid Structures - Complete Analysis Components and Cladding (C&C) Zone•Summary per Ch 30 Pt 5: ib A . Zm = 0.6 * Ht = 30.000 ft Zh = Mean Roof Height for Kh: h + Base Dist = 9.500 ft �j�1'•. Izm = Cc * (33 / Zm) ^ 0.167 * ^ = 0.305 Kh = Since Zh<15 ft [4.572 m] --> 2.01 * (15/zg)^(2/Alpha) = 0.575 'feature =} ama• �.•�� Lzm = L (Zm / 33) Epsilon = 309.993 Kzt = Topographic Factor is 1 since no Topographic specified = 1.000 ED ARG Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.948 LF = Load. Factor based upon STRENGTH Design = 1.00 ii G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.894 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 39.03 psf Gust Factor Used in Analysis Theta = Roof Slope = 23.0 Deg °o1. SEALED DATED G = Lessor Of G1 Or G2 = 0.850 LHD = Least. Horizontal Dimension: Min(B, L) = 11.000 ft 9� al = Min(O.1 * LHD, 0.4 * h = 1.100 ft i CiRAWING TITLE Main Wind Force 1Zesisting System• (MffiFR$) ,Calculations per Ch 27 Part 1: a = Max(al, 0.04 * LHD, 3 ft [0.9 m] ) = 3.000 ft is .9a' 'T'�L.JC=IrL j M ®R LF = Load Factor based upon STRENGTH Design = 1.00 z.�/1Nii C,�k LCs Zh = Mean Roof Height for Kh: h + Base Dist = 9.500 ft Wnd.Pressure SurMIary for C&C Zones'based•Upon Areas Ch 30 Pt-5 Wm Kh = Since Zh<15 ft [4.572 m] --> 2.01 * (15/zg)^(2/Alpha) = 0.575 All wind :pressures include a load.fictor of. 1.-0 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 (03z rcL _.. Kd = Wind Directionality Factor per Table 26.6�1 = 0.85 Zone I Figure I A <= I 9.00 > A >= 36.00 sq ft I A >= P) 3m q h = (0.00256 * Kh * Kzt * Kd * V"2) * LF = 32.02 psf P I I 9.00 sq ft I I 36.00 sq ft m° O� REV. DATE psf psf psf FW q�n► ER /,LOCATION G`le N'rHLAN Cv A PZ=L % •NNEW Pressures- per Fig 27.4-5 on Pitched Free Roof - Wind Dir 0 Deg ---- - ------------- ------------- -------.._____---------_- - _--__--_--.._ F 2E3C5'I Q�CIG�MITH RG. All wind pressures include a .load factor, of 1..0 1 I Figure 30.8-2 I 40.03 -32.95 1 40.03 -32.95 I 40.03 -32.95 17NAWN 93Vt JPW 2 I Figure 30.8-2 I 61.70 -51.09 I 61.70 -51.09 I 61.70 -51.09 (g Load Case Cnw Cnl Pnw Pnl 3 I Figure 30.8-2 I 80.06 -65.90 I 61.70 -51.09 I 61.70 -51.09 CH9ZIOKr_b BY: JPW psf psf } 0ki3J1Er2ti'. # 21-1406.252 ----------- ------ ------ ----- ------ * A is effective wind area for C&C: Span Length *.Effective Width a bA`P_- 14 DUNE 2021 19'FIMt NO. Load Case A 1.110 0.110 30.21 2.99 * Effective width need not be less than 1/3 of the span length O Load Case B -0.100 -0.810 -2.72 -22.04 * Maximum and minimum values of pressure shown. U * + Pressures acting toward surface, - Pressures acting away from surface (0 7 I _._ .. 15 OF 22 J a2 om wm w r 0 OIL m L a mm orc 3 zo : z p g °4 a I h oZ WA N SKU':S: 1 1 2 >w m°f ACRCHITE:CTURE RESIDENTIAL 0 OW -m b't C`OMMERCIAL °ZM a2 TIKI HUT e < ld° e > lo° °W° DE9'ICiN mF EYEL PMENT am 4788HAP18ARD:A1%6. Zh = Mean Roof Height for Kh: h + Base Dist = 10.000 ft MW NgRT.964.T; FL T 941'::164.6994 Kh = Since Zh<15 ft [4.572 m] --> 2.01 * (15/zg) ^ (2/Alpha) = 0.575 0o FI 9a,1.,964 6995 Kzt =Topographic Factor is 1 since no Topographic feature specified='1.DOp m; Eawi►Naiiue�woVcoM l LF = Load Factor based upon STRENGTH Design = 1.00 °m13 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 39.03 psf °za Theta = Roof Slope = 33.69 Deg ma JCIEJ N P. WAN S KU S LHD = Least Horizontal Dimension: Min(B, L) = 18.000 ft al = Min(0.1 * LHD, 0.4 * h = 1.800 ftZW ° LICENSES a = Max(.al, 0.04 * LHD, 3 ft [0.9 m]) = 3.000 ft °gm 150T SARI DO 33z6 g; OrL -AR93250 41nd 'Pressures for C&C .per �? OIL ^• #001 -O 1 4B4z All ;wind pressures include a, load factor of 1-.0', i= 1. - 0 MA ^•^ 323 1 7 C]NCARB - #67566 Description Width Span Area 1/3 Zone Cn Cn p p >0 0NY 03 0134472200 Rule Pos Neg Pos Neg °a- - ONO 014537 ft ft ft psf psf aW Mae•r #AR9931 pirx ^• #21 1 53 ----ft--- -- ----- ---- ---- ---- ---- --- --- mm OVVY #13-3265 W a Cn = Net Pressure Coefficient taken from Fig 30.8-1, 2 and.4 °Q® p = Wind Pressure, qh * G * Cn [Eqn 3,0.8-1] ®Q �= O F O .�. •••'9 Coi iponents and, "Cladding (C&C) Z6ne ,Sdmma"ry- per Ch 30 Pt .5: Z; y� Zh = Mean Roof Height for Kh: h + Base Dist 10.000 ft ao ;• NP � �s •;� Kh = Since Zh<15 ft [4.572 m] --> 2.01 * (15/zg)^(2/Alpha) = 0.575 nX Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 ;°m LF = Load Factor based upon STRENGTH Design = 1.00 e° �:• �q qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 39.03 33.69 psf 'Deg azm �'. ,'•�(� C��•6 /�1.•'�1' Theta = Roof Slope = aJ4 •� LHD = Least Horizontal Dimension: Min(B, L) = * * '18.000 ft <mQ al = Min(0.1 LHD, 0.4 h = 1.'800 ft Q°zi•EDARG a = Max(al, 0.04 * LHD, 3 ft [0.9 m]) = 3.000 ft Qu C4 °° VALID ONLY IF SIGNED. SEALED & DATED .Wind Pressure• Summary •for-C&C •Zones ba'sed'- Upon. Areas Ch- 30 "Pt: 5 aw All wind pressures include a, load:ctor ,faof 1 :0 aF G AW:NG7 TITLE ga-"TISUCTLJIRw- Za Zone I Figure I A <= 1 9.00 > A >= 36.00 sq ft I A >= Wa VVLNC� C,�vt+CS I I 5.00 sq ft 1 1 36.00 sq ft CU psf psf psf Yl ---- 1 -------------- ------------- ------------------------ ------------ - 1 Figure 30.8-2 1 41.49 -29.04 1 41.49 -29.04 1 41.49 29A4 °n ;w . ,.o. REV. DATE 2 1 Figure 30. 8-2 1 63,90 -44. 81 1 63.90 -44. 81 1 63.90 -44 :8'l zc OWNER .LOCATION 3 1 Figure 30. 8-2 1 82.99 -58. 08 1 63.90 -44. 81 I 63.90 -44 Al g �-° G`r'NTwla. r�,ogZ=LA% 2aC9 S. R=. F. WopaT PIE3I crs, FL. 34945 DRAWN BY: JPW * A is effective wind area for C&C: Span Length * Effective Width * Effective width need not be less than 1/3 of the span length DNECKED BY: JPW * 'Maximum and minimum values of pressure shown. 13RC7JECT # 21-1406.252 * + Pressures acting toward surface, - Pressures acting away from surface IL DATE:I4JUNE2021 SHEET NO. *Per Para 30.2.2 the Minimum Pressure for C&C is 16.00 psf [0.766 kPa] {Includes LF} 13 El ® 16or22 H O am W Page 1 of 9 REPORT NUMBER: 1.02741688SAT-001A ORIGINAL ISSUE DATE: September 20, 2016 REVISED DATE: EVALUATION CENTER Intertek Testing Services NA Inc. 16015 Shady Falls Road Elmendorf, TX 78112 RENDERED TO Global Innovations, LLC 496 S.W. Ring Court Lake City, FL 32025 Report of Testing "VIVA by Endureed, Synthetic Thatch" for compliance with the applicable requirements of the following criteria: ASTM E84-16 TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS (UL 723, UBC 8-1, NFPA 255) Project No. 102741688SAT-001A Global Innovatloins, LLC Specimen 1. D. "VIVA by Endureed, Synthetic Thatch" September 20, 2016 Pago 2 of 9 Test Standard: ASTM E84-16 TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS (UL 723, UBC 8-1, NFPA 255) Test Date: September 20, 2016 Client: Global Innovations, LLC Test Results: FLAME SPREAD INDEX 15 SMOKE DEVELOPED INDEX 500 UL 723 Sections 7.3.2 and 7.3.4 Ceiling Position Calculations. Flame Spread Index Smoke Developed Index Ceiling Position 15 300 Darrell Gonzales Technician II Reviewed and approved: ervando Romo Project Engineer RE9IDa NTIAL MOMMERCIAL TIKI HUT OEafok LICENSES NOT w SARI 13013326 WrL AR93250 OIL — #OCI 1 -01 4B42 0 MA — #323 1 7 ONCARB — #67566 0 NJ — #21 A101 1692130 0 NY ^- #03-034472 [nNC ^-#014537 tt39C -" #AR9931 nTX -•• #21 1 53 CIWY #113-3265 YA y '•3 OWN P � 2SW1 S. FRc). 3 19 ORAWN BY1 JPW DNECKED BY: JPW p2DJECT # 21-1406.232 DATE:14JUNE2021 o13 BHEET N. 17OF22 z 0 °-m nm W la ° m am WW Fn F Project No. 102741688SAT-001A September 20, 2016 Project No. 102741666SAi-001A September 20, 2016 m; Global Innovations, LLC Page 3 of 9 Global Innovations, LLC page 4 of 9 oW z Ow f•4 So WAN IB KVkt I. INTRODUCTION ll. PURPOSE 4w ACRCHITE_CTLJRE This report describes the results of the ASTM E84-16 TEST FOR SURFACE The ASTM E84 (25 foot tunnel) test method is intended to compare the surface flame �� Dew RESIDENTIAL BURNING CHARACTERISTICS OF BUILDING MATERIALS a method for spread and smoke developed measurements to those obtained from tests of fiber mm OZ11 MOMMERCIAL TIK1 HUT determining the comparative surface burning behavior of building materials. This test cement board and select grade red oak flooring. The test specimen surface (18 "UU WW DESILiN is applicable to exposed surfaces, such as ceilings or walls, provided that the material inches wide and 24 feet long) is, exposed to a flaming fire exposure during the 10 EVEL PMENT or assembly of materials, by its own structural quality or the manner in which it is minute test duration, while flame spread over its surface and density of the resulting X.O. =m 4786tF1ANGARb AVc, tested and intended for use, is capable of supporting itself in position or being smoke are measured and recorded. Test results are resented as the computed P PP g P g p p m z� NgRTH 1?ORT; FL r. 941. s64 6994: supported during the test period. comparisons to the standard calibration materials. o J .9a1.;sts4 e94s: 'E.INANJiKu� ACL•CChI ... The purpose of the method is to determine the relative burning behavior of the p p 9 The furnace is considered under calibration when a 10 minute test of red oak decking o� mf Wa V d H bj P. WAN s Ku s material by observing the flame spread along the specimen. Flame spread and will pass flame out the end of the tunnel in five minutes, 30 seconds, plus or minus 15 =F smoke density developed are reported, however, there is not necessarily a seconds. The fiber cement board which complies with Annex A3 of the ASTM E 84 RA NrdARELM= cc relationship between these two measurements. standard forms the zero point for both flame spread and smoke developed indexes, ol<Zw JWGENSEB while the red oak flooring smoke developed index is set as 100. °S' n ITT — #AR1 00 1 3326 "The use of supporting materials on the underside of the test specimen may lower the g; o rL ^- #AR93250 flame spread index from that which might be obtained if the specimen could be tested >4 OIL — #001-01 4942 without such support... This method may not be appropriate for obtaining comparative Ww ONO ^' 13 — 1 7 C1 N ss surface burningbehavior of some cellular plastic materials... Testing of materials that P 9 111. TEST PROCEDURE mc� J — # 1 1131 1 6 Cl NJ ^� #2 1 Al O 1 1 69200 melt, drip, or delaminate to such a degree that the continuity of the flame front is de- >o 0 NY — #03-034472 stroyed, results in low flame spread indices that do not relate directly to indices ob- The tests were conducted in accordance with the procedures outlined in the ASTM a5 NC "' #il] 1 4537 d ®C "' #AR993 i tained by testing materials that remain in place." E84. The specimens are laced direct) on the tunnel ledges. As required b the P p Y 9 q Y <<m w t]TX — #21 1 53 standard, one or more layers of 0.25 inch thick reinforced concrete board are placed Wa nwY ^- #C-3265 on top of the test sample between the sample and the tunnel lid. After the test, the °Zm This test method is also published under the following designations: samples are removed from the tunnel, examined and disposed of. mQ NFPA 255 3m 0� °yi �P'�. •' Q UL 723 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 UBC 8-1 assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or z3 y: Us by the the Only the Client is distribute ,� •, damage occasioned use of report. authorized to copy or this report and then cX ; only in its entirety. Any use of Intertek name or one of its marks for the sale or advertisement of the tested material, This standard should be used to measure and describe the properties of product or service must first ba approved in writing by Intertek. The observations and test results in this report are ;m A materials, products, or assemblies in response to heat and flame under relevant only to the sample tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. Zt �• � (� �j.•, to I controlled laboratory conditions and should not be used to describe or Qa . appraise the fire hazard or fire risk of materials, products, or assemblies mQ........'• �►� RC' under actual fire conditions. However, results of this test may be used as IV. REVISION SUMMARY ZZ elements of a fire risk assessment which takes into account all of the a13 factors which are pertinent to an assessment of the fire hazard of a par- DATE SUMMARY o° ONLY IF SIGNED. SEALED & DATED ticular end use. September 20, 2016 Original V. DRAW,NO TITLE Z= l=NG'7URE�C� mQ'"iH,.7CH w mm m_ °I hit) m4 (1 ° ® ® mw i a ..WO... .. EV. TE OWNER J LOCATION t1ehV17'Hl4 CyARCIA F =aC l S. SPMOCKSMI-rH IQ=. = FGr�'T I�I�IZCE, l=L 3494.5 DRAWN IaYt JPW Vr CHECKIED BY. JPW Ol oarLOT # 21-1406.252 IL OATE:14 JUNE 2021 SHEET ND. 113 _. ® 16 of 22 Project No, 102741688SAT-001A Global Innovations, LLC V. DESCRIPTION OF TEST SPECIMENS September 20, 2016 Page 5 of 9 Project No. 102741688SAT-001A Global Innovations, LLC A TEST RESULTS S OBSERVATIONS September 20, 2016 Page 6 of 9 RE9II?E14TIAL Date Received: 9/16/16 The test results, computed on the basis of observed flame front advance and ooZ mW MOMMEROIAL Date placed In the conditioning room: 9/16/16 electronic smoke density measurements are presented in the following table. DZ2 TI KI HLIT Conditioning (73°F & 50% R.H.): 4 days iaz DfE9�1�L31V Specimen Width (in): 24 Test Specimen Flame Spread Smoke Developed -1F am EVELOPMEN 47a mKNiiAkb AVE. Specimen Length (ft): 24 Index Index NqR - tPURT, FL Specimen Thickness (in): 0.06 "VIVA b Endured, Synthetic Thatch" Y Y 15 500 =r 0o �� T1 941.,864..6994 n •941.., 584: fig g5 E:"Nakils i6L.Cam Material Weight (lbs): 10 y°f Specimen Description: The specimen was described by the client as "synthetic thatch shingle". The 244 long test specimen consisted of eight 3-ft. long sections of plastic foliage. The product was received by our personnel In good condition and given an identification number of SAT1609161717-001. Mounting Method: The specimen was supported by 0.25 inch diameter metal rods that were spaced approximately every two feet and 20 - gage, 2-inch hexagonal galvanized steel netting. The specimen was the same on both sides. UL 723 Tenth Edition - Ceiling position calculations - Sections 7.3.2 and 7.3.4: The ceiling position Flame Spread Index result Is based on the maximum flame spread at the ceiling position. The ceiling smoke developed Index result is based on the area under the obscuration curve which is recorded until the time of maximum flame front advancement at the ceiling position and floor ignition occurs. UL 723 Sections 7.3.2 and 7.3.4 Ceiling Position Calculations. Flame Spread Index Smoke Developed Index Ceiling Position 15 300 The test results, computed on the basis of observed flame front advance and electronic smoke density measurements are presented in the following table. The data sheets are included in Appendix A. These sheets are actual print-outs of the computerized data system which monitors the tunnel furnace, and contain all calibration and specimen data needed to calculate the test results. VII. OBSERVATIONS During the test, the specimen was observed to behave in the following manner. Time min:sec Observations 0:00 The test burners were turned on. 0:10 Melting was observed. 0:14 Transient ignition was observed. 0:25 Steady ignition was observed. 0:36 Flaming drops and falling were observed. 1:06 Floor flames were observed. 10:00 The test burners were shut off. After the burners were turned off, a 60+ second after flame was observed. After the test, the specimen was observed to be damaged as follows: Distance FEET Damage Descriptions 0-7 The sample was consumed. 7 -12 The sample was melted to the floor. 12 - 24 The sample was partially melted. �nEwlcrrz 13T ^" #ARI 001 3326 I= L ^- #AR93250 IL — #001-01 4842 MA — #323 1 7 NCARB #67566 NJ ^- #2 1 AIO 1 1159200 IVY , 03-034472 NC ^• 014537 9C ^- AR9931 TX21153 WY #C-3265 �!', 00 0 Em: H .2a= S. SMOCIGSMITH RCP. = OblaT I51E9RCE, FL 34045 L7 DRAWN BYe JPW itiHECKED BY: JPW } PIRD��cr # 21-1406.252 0. DATE:14 JUNE 2021 0 HHEET NO. El CD 19or22