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HomeMy WebLinkAboutTiki Hut Design PlanI 00 Fof, ®�co�co co e�,vc ocG e TIKI HUT (A) R.S.. RE9IDa NTIAL COMMERCIAL TIKI HUT DE91�GN WVELOPMENI 47 rgM✓oARD.AVE. NFORT, FL T:; +941.1 64., 6994 F1 _94,4 564. p995 J.�CENSES OT — #ARI 001 3326 rL ^- #AR93250 IL— #00 1 -O 1 4B42 MA — #323 1 7 NCARB #67566 NJ — #2 1 AIO 1 1 69200 NY ^- #03-034472 NC ^- #131 4537 ®C — #AR9931 TX ^- #21 1 53 WY ^• #C-3265 FOR H = - 26C�'I S. 6R�CKSMITH R5. I�L7R7 alE✓i'2CB, FL 34-.�J45 blaAWN BYO JPW b W P- klCb 13YC JPW CYNTHIA AR CIA a P°�2,.,406.26, -DA'ir=014 DUNE 2021 O 1�1NrWr r4m. O ® F 2 2 • ��wINC� IND� T-9 CO�/ER �✓- HEET C-'1 KEY NL4P - ©R.4WING INDL�G ,4-7 BUILDING � G'ODE C%.4"f',4 - GENEfR�L NC�TEB ,4-.3 BUILDING�.�•• ACTION S-'1 FR.4MINC3 GBT.41L�✓- �-2 FR.4MINC3 D13'"t',41LS 5-S FR�+MING DET,41L�..�--• �3-4 ENDUREED 6YNTHETlC TH,4TCH SPECIFIC,4TIONS S-5 ENOUREED SYNTHETIC TH,4TCH SPHCIFIG�.TIONr._.+- S-moo ENDUREED SYNTHETIC TWi4TCH BPECIFIC�.TION��- 8-7 BNDUREED SYNTHETIC THATCH SPECIFIC,4TION5 S-8 ENDUREED SYNTHETIC TH,4TCH SPECIFIG�TION✓- S-9 ENGUREED SYNTHETIC TW,4TCH SPECIFIC,4T10N:3 5-70 BTRUCTURB WIND C4LCUL4TIONB 451-11 STRUCTURE WIND CALCULATIONS FP-1 WNDURHED \/1%./14 6YNTH6TIC TH4TCH TEaT REPORT FP-2 BNDURI=ED �1�/�. SYNTHETIC THavTCH TLaT REPORT FP-S ENDUREED �/1�/a► 6YNTHETIC TH4TCH TEST REPORT PP-4 ENDUREED �/I�/� SYNTHETIC TH�►TCH TEST REPORT FP 5 ENDUREED TEST REPORT N-7 NI�rNUF4CTURER'3 LETTER - ENDUREED "\/,^ SYNTHETIC 1801 S BrocksWth Rd, Fort Pierce, FL 3494S �C.4LB: 7" c 7000' 1 REB1'Da NTIAL COMMERCIAL TIKI HIT DEjSIGN fI imEHQCQ tICT — #ARI 1301 3326 lirL ^- #AR9325O MIL — #001-014B42 M MA — #323 17 CINCARB #67566 0 NJ ^- #2 1 AID 1 1 692D0 U NY — 03-034472 [INC 014537 080 — #AR9931 nTX #21 1 53 l[3WY ^• #C-3265 mx ,`Q;.•• ••. i� {z Ux ay Z3r' ' •'•:9 w° ,CNN P. Us k W- a:. zo . •� i cmom ° A £ oW a. 2. �—�-- mz jsr.. ...... •��� ma R D ARC' zs 0 no VALID ONLY IF SIGNED. SEALED & DATE s m + m= D AWING TITLE m< C�WC-� INDEX za W< a t 3 1 I i. A r , r •• ....,.._.,.._.. .._... c2021 UMTon oows-muaLp afu C`ONTHIA GAF2ClA F �BG71 B, BIEOCKSMITH RG. _ 01C Wr K'ORCB, FL 54945 (' DRAWN BYr JPW CHECKED BY, JPW �, I�Ro�ECr # 21-1406.251 L DATE" 14 JUNE 2021 E3 EiHEET NO. El C -'I ® 2 OF 22 DJ Q a_L) L, JLNCV O 0 w w 0 am 1. USE GROUP: (U) UTILITY - ACCESSORY STRUCTURE 1. ALL FASTENERS SHALL BE FASTENMASTER TIMBER-OKDUTY WOOD HEAVY DUTWOOD SCREWS. wxl- Wo FASTENERS SHALL GO THROUGH SECONDARY MEMBERS AND HAVE A MINIMUM V _� 2. CONSTRUCTION CLASSIFICATION: TYPE VS (UNPROTECTED) EMBEDMENT INTO MAIN MEMBER. m� J 4Q S. PROPOSED DESIGN: ONE STORY TIKI HUT - RECTANGULAR (15 FT x 26.5 FT) 2. ALL-, COLUMNS, GIRDERS, RAFTERS, COLLAR TIES AND PURL.INS TO BE 501LD BALD =o CYPRESS, GRADE 2, ao 4. STRUCTURE HEIGHT: 20'-0" VIVA" BY SYNTHETIC THATCH S PROVIDE PURCH LHETI S. STRUCTURE AREA: 426 SF - 519 SF (CANOPY AREA) TNDUREOCD HA L WATER RESISTANT ROOF: "VIVA" BY ENDUREED SYNTHETIC THATCH SHALL BE FASTENED D oZ Q� �KRCHI EC U .S � RE WIS.TH O #TER H 1 1/4 STAINLESS STEEL RING -SHANK HANK NAILS R STAINLESSTEE SCREWS wm 6. DESIGN LOADS: LIVE LOAD 25.03 PSF (DOWNFORCE) -25.0,E PSF (UPLIFT) PER MANUFACTURER SPECIFICATIONS (SEE DRAWINGS 5-4 - 6.9). oZ RE9IDs NTIAL DEAD LOAD -10.00 PSF -m COMMERCIAL 4. NO ELECTRICAL OR PLUMBING WORK IS PROPOSED. am TIKI HUT 7. STRUCTURE DESIGN WIND SPEED: 170 MPH min. FOR "ULTIMATE DESIGN WIND SPEED" ww DE81[3N 5. ALL WORK SHALL BE INSTALLED SHALL BE OF THE HIGHEST QUALITY FOR EACH mT 6. WIND IMPORTANCE FACTOR: 1.00 RESPECTIVE TRADE. am DEVELOPMENT. 4768AANGMD.AVE.- 9. WIND EXPOSURE: B - CATEGORY I G. UNLESS OTHERWISE NOTED (U.O.N.), ALL WORK SHALL BE GUARANTEED FOR A ma iw NORTH PORT, fL TI. 941. 564.659'4 MINIMUM OF ONE (1) YEAR FROM THE DATE OF OCCUPANCY. 2' .. FI.94,1., 5ea: eggs. �E9VANAkus@/iO.Ldfim� . ,._. 10. THE INTERNAL COEFFICIENT c 0 rr 7. ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY OWNER AND ARCHITECT. ma 11. ALL NEW STRUCTURES ON THIS PLAN ARE DESIGNED AS OPEN. wml S. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE USED FOR LAYOUT PURPOSES. 2m J 13 H N P. WANSICLIS 12. MAIN FRAME STRUCTURE 15 DESIGNED FOR HURRICANE LOADS AS PER ASCE 7-16. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR Vz CLARIFICATION. 0� LICENSES 13. FASTENMASTER TIMBERLOK SCREWS TO PENETRATE A MINIMUM OF 3 INCHES TO Nw OCT — #ARI 130133216 RESIST THE DESIGN WIND FORCE. 9. THESE PLANS HAVE BEEN PREPARED WITH THE 2020 FLORIDA BUILDING CODE, 7th aW ■rL ^- #AR93250 EDITION, LIFE SAFETY CODE, FLORIDA FIRE PREVENTION CODE. TO THE BEST OF MY 1L ^� #001 1 4842 14. THE VERTICAL ROOF MEMBERS ARE DESIGNED TO RESIST THE DESIGN WIND FORCE, KNOWLEDGE, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE ^- #323 1 O MA 1 7 MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS AS WL i= CJNCARB — #67566 DETERMINED IN ACCORDANCE WITH CHAPTERS 553 AND 633 LAWS OF THE STATE OF 7� o° 0NJ "' #21A1131 1 69200 FLORIDA (FBC 106.1 $109.3.6.4.4) aW 12 NY #03-034472 m- CIN13 ^- #01 4537 10. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "SUNSHINE STATE" aW C]®C ^' #AR9931 ONE CALL, FP$L, AND ALL OTHER UTILITY COMPANIES PRIOR TO ANY WORK ONSITE OR aWo C]TX ^- #2 1 1 53 OFFSITE SO THAT THE EXACT LOCATION OF ALL UTILITIES CAN BE DETERMINED. m; W C]WY ^- #C-3265 11. IF EVIDENCE OF THE EXISTENCE OF HISTORIC RESOURCES IS DISCOVERED OR wW o Q OBSERVED AT DEVELOPMENT SITE OR DURING DEVELOPMENT ACTIVITIES AFTER FINAL 'm O F APPROVAL, ALL WORK SHALL CEASE IN THE AREA OF EFFECT AS DETERMINED BY THE DIRECTOR. THE DEVELOPER, OWNER, CONTRACTOR OR AGENT THEREOF SHALL NOTIFY E, THE DEPARTMENT OF HISTORICAL RESOURCES (HISTORY CENTER) WITHIN TWO WORKING >= y� ' ••••� DAYS. a6 wo wx ; �p1�lN Us EXAMPLES OF EVIDENCE OF HISTORIC RESOURCES INCLUDE WHOLE OR FRAGMENTARY Wzo • : ' • STONE TOOLS, SHELL TOOLS, ABORIGINAL OR HISTORIC POTTERY, HISTORIC GLASS, 'm opd HISTORIC BOTTLES, BONE TOOLS, HISTORIC BUILDING FOUNDATIONS, SHELL MOUNDS, EC �� R ' SHELL MIDDENS OR SAND MOUNDS. THE DIRECTOR SHALL ASSESS THE SIGNIFICANCE 4.2,M • `p /21 � Cf�1'•. OF THE FINDS AND MITIGATE ANY ADVERSE EFFECTS AS SOON AS POSSIBLE, BUT NOT 449. mQ •' ' LATER THAN THREE WORKING DAYS OF NOTIFICATION. IF ANY HUMAN SKELETAL REMAINS OR ASSOCIATED BURIAL ARTIFACTS ARE _L.EDARG 3o DISCOVERED AT DEVELOPMENT SITES OR DURING DEVELOPMENT ACTIVITY, ALL WORK o11 SIGNED. SEALED & DATED IN THE AREA MUST CEASE, AND THE PERMITEE MUST IMMEDIATELY NOTIFY THE NEAREST 0 o� DRAWING TITLE LAW ENFORCEMENT OFFICE AND NOTIFY THE DEPARTMENT OF HISTORICAL RESOURCES mw WITHIN TWO WORKING DAYS. ACCORDING TO CHAPTER 872, FLOP-IDA STATUTES, IT IS =� GOdi= UNLAWFUL TO DISTURB, VANDALIZE OR DAMAGE A HUMAN BURIAL. mZ As— V m9 NG7T�S oxxF YW �4 00 mw n NO. I- V. IDATE �u OWNER / LOCATION CYN7NIA GARCl4 F �801 8. L�iROCKSMITI-1 i��. = f�OFZT PIE3t�CE, PL 34945 DRAWN BYI JPW [� CHECKED BYI JPW } 1iRDJECT # 21-1400.251 IL DATE114 JUNE 2021 BHEET NO. 0 [] "46b% -I - 3 OF 22 0= t 0 OVERHANG (CANOPY AREA) 1sIwoI I OH I I I I I I I WA NSKU S D�CHITE�CTLIRE RE09 NTIAL COMMERCIAL TIM HUT DE91C3N LIr ENME5 OUT #ARI 13131332r. M rL ^- #AR93250 OIL ^- #OD 1 -01 4842 M MA — #323 1 7 ONCARB #67566 CJNJ — #21AID1 1692D0 O NY - 03-034472 C]NC ^-3 `014537 0813 ^- #AR9931 LJTX -- #21 1 53 OWY #13-3265 6402M DRAWING TITLE �L.00�2 PL_,�1V ;Pu CYNTHIA M^FzcIA F. =S01 5. BRC7CK5MITH RO. _ C7iaT {�IF�I�CE� FL 3404 5 (q ORAWN BY2 JPW CHECKED BY: JPW } PROJECT # 21-1406.251 a DATE:14 JUNE 2021 SHEET NO. 4 D F 22 ENDURED "VIVA" SYNTHETIC THATCH ATTACHED TO RAFTERS WITH 1-1/4" - 08 STAINLESS STEEL BINS -SHANK NAILS. (SEE DETAILS - DRAWINSS 9-7, S-8 6,: S-9) 10" FASTENh- IASTER TIMBERLOK SCREW FROM RAFTERS INTO BEAM I 15" FASTENMASTER TIMBERLOK SCREW FROM BEAM INTO PILES (COUNTERSUNK) 1 1 Sit S-2 r �-sue 6" DIA. SOLID CYPRESS COLLAR TIE (TYP) 8" DIA. SOLID CYPRESS HEADER 8" DIA. SOLID FINISHED CYPRESS COLUMN GRADE (n'P) 0 v- W �i 0 W Wm �j w 20 �5 S" D A. SOLID CYPRESS RAFTERS 9 7-0"' 0/0 (TYP) 10" FASTENMASTER 8., TIMBERLOK SCREW FROM COLLAR TIE INTO RAFTERS 3" DIA. SOLID CYPRESS PURLIN 1 .-- S-3 S-rc S-7 S-8 S-S ` BEAM HAS LINCOLN LOS STYLE CUT 5 RE,91 DiSE NTIAL MO MM ERCIAL TIM HUT DE91'ok r 941. Fi ,941. Llr,Emmr-a L]CT — #ARI 1301 33215 W rL ^- #AR93250 OIL— #001 -01 4842 LIMA--.#32317 C7IVCARB #67566 [2 NJ •-• 121AI01 169200 bNY —03-034472 ONC ^-014537 LI90 — #AR9931 OTX — #2 1 1 53 MVVY ^- #C-3265 1 2301 5� BROCKSMITH RP. PILE TO BE EMBEDDED A MINIMUM 4-O' INTO UNDISTURBED SANDY SOIL (TYP) _pRT I�I�raC6, MIN. BEARING CAPACITY; 3,557 LBS. (2,812 L55 - LIVE LOAD (WIND) dltawN BYe JPW 745 LBS - DEAD LOAD19 CHECKED BY: JPW a FfIZOJECT # 21-1406.251 CATS-14 JUNE 2021 O BHEET NO. 40 ® 5OF22 ZZ A0 9 n 'ON 133H6 � LZOZ aNnr'F-ai-da LSZ'9071'LZ # 103POtld A Mar us 033193H;3 Mar ma NMVt q G-t-s-t-s -Id •aaz��la �,r�c� 2 'ate 'B 39111 flmim1wm0 99ZE-O# — AMC] ES L L Z# X.LQ L EGGbIV# ORM LESVLO#— ONO ZLVVEO-EO# — ANC] OOZG9 L L OIV L Z# — rN 6 995L9# •-• ONVCINQ L L E Z E# •-- V H10 ZVBV L O- L 00# — '11 M 09ZESEIV# — 1.4111 9ZEE L 00 IZIV# — 1aQ 3ffM MMIS30 JLnH pl u '1 V IOt13 W W D:J IWUN3 .18321 CNc�1.L.Q�NlV©� �IJ,.'�l+v^'1"10Q � �l�.L•�*�fi 55�zidJ.� CI"1'd9 �QNO'1 �1 Cll'105 ''v1 (dJ,l) ANStOS tiSIS d 4NS15'd_ 'all zlb"1' 55�z1dJ.� Q'1'dfl �C�NO'1 d C11'105 ''v1. ll� 00' L = u �A ' �,�,�. C✓' CIV01.1.��NNOQ ��QI J� losstaJ.) c"I'drd �QNO'1�d Cll�lOs ''v1C! „ '500 55�z1d�.� C�11'd9 =QNO"1rd CII"105 ''dIQ I, . M3b05/ISd OOEL96 °�NICiN�9 M�ZI�S/S9'1 '1.d 596 �?JdBHS M��IOS/S9'i 'J d G Z`L NOISN91 �1N�WH0'd1J.`d .'b 'NIW M9�I�S �IO"Izl99WIl ?J�J.S`dWN9J.5`d� .OL ZZ -dO 9 S 'ON .L33H Lszlectl Lr # 103ratid A\d(' :JIB 03A03HO Mdf lAs NMVtIQ 5`b6�E "Id 'aT� HlIWS7 37J.11 O N IMYN CI I,1m 59ZE-o# — AM E5 L L Z# --• X.L L E6621V# -r 010 6EgV L O# •-- ON ZWOVE0-E0# — AN OOZ69 L L OIV L Z# — rN 99549# 9ZIVON 6 L EZE# •-- VW ZltPBV L O- L 00# — 11 OSZE6ZIV# — 1A 13ZEE L 00 IMV# la WISHM NOIS30 V..IVI1N30.103IN CNC I���IVNG� NL••In-�o� 01. �►�o�i�) 'NI4n,ica a"1`vs al"105 ''via .,9 (assw5 ,t� •Nlw) �laaal� of 00-1 N-IODNI-1) tl CltiliO SSgla d,4 0 ClIv"S a1-10S '`v la ,,9 •NI"12Jnd S���la�� a-I�� ano5 "�viC! „� " 1991S OQM Sllzl-dltilp (Cc-b) zv� g x G# 'zl�l�'dZl SSalaidJt"D a" I`VIS a1'1o5 '`via IS „o' L = „=/L %W"7%vw=i �- MS?�05/15d OOZ`EBL ��NIC]NS9 MSZ105/59'I '1d 069 2�`d9H5 MSZI05/59'1 'ld S£E`L N015NS1 :.LN9[4H0d11d .£ 'NI W MSZOS >I01JS9WIl J915'dWNS15`vd .SL M92CS/ISd 00S'/- 4 'EPNIQN99 MS'J0S/S9-1 '.L:� 64,:6 :WvSH5 MStCS/59'1 ',l 9LZ`L :NOISN81 :1Ngl gHO'd1J.d .'b 'NIW MSZI)S >01ZJS9W11219J,5`dWN915dd ,OL 4mummmuff=4 1" >IN` 'H5-ONIZ! -19SIS 00H Sll?i-&ldiO (00'b) „ZA S x L# t ftw-!-! rarz . -, P-W Fj rl \VIVA\ 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.1.25", max. 2.25" Batten spacing: 8" on center RESIDENTIAL COMMERCIAL TII 1 HUT bEgli3N OT — ARI 001 3326 M AR93250 IL #001-01 4842 MA #323 1 7 NOAPB — #67566 NJ — #2 1 AIO 1 1 69200 IVY — #03-034472 NO — #O 1 4537 SC— #AR9931 `rx ^- #21 1 53 wY — #0-3265 rop -I 1-n A 'G Slope m= DRAWING TITLE _< a j\I=L.)MNED Minimum recommended slope for VIVA installation is 4/12. >Q '.'"rL-g1-14k?'CH For best aesthetic and performance results, slopes of 6/12 and greater are recommended. 121m� Fasteners go mW -CILIA,REV. ATE OWNER / LOCATION Eo d *40NTHIA G1A0ZCL-% fge5bi S. E31�rJCKAMITH RC. Nails:1.25" Stainless Steel Ring Shank Roofing Nails _ �G�k2"T' alE�t�Ct�, PL 34aJ45 b-PAWN 1M JPW bHEOICED s,r: JPW Screws: Stainless Steel 3-25" #8 IF N a J IE I3`r # 21.1406.251 a . b rE• 14 DUNE 2021 ISHEIrT NO. 0 ® 9or22 Overview Tools • Nail Gun/Drill Driver • Hammer • Utility Knife • Ladder/Scaffold • Tape Measure Material Handling 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. G�C�"5;4 ... Cam- akoc-'► 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 Hurricane 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 RE;91 Da NTIAL COMMERCIAL TIKI HUT Ozall 0IN NORTH T: 941. FI 94;1.. LICENSES CT— 7PAR1 001 3326 rL — #AR93250 IL — #001 -O 1 4642 MA #323 1 7 HCAR6 #67566 NJ ^- #2 1 AID 1 1 69200 NY ^- 03-034472 INC ^• C114537 93C ^- #AR9931 TX ^• #21 1 53 WY #C-3265 A RE[i •P►R F 2,9= S. ®ROGIGSMITH RM. _ 'n'a PIE3r FL 34945 (g BLATEI-14 : JPW CBY: JPW } F+# 21-1406.251 IL LiNE 2021 0 SHEET No. 10or22 Ln r Flap Flap Close up r— Fold line Purlin Fastening Fold line Fold flap under Fold Line Fasten nail/screw through shingle and flap Nail Location Installation: Eave Tools Needed • Nail Gun/Drill Driver • Hommer • 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 same purlin as the first row. Make sure all side laps are a minimum of two inches. Materials Needed INA N'P.KU g i'CHtTE�CTLI;RE REelp NTIAL COMMERCIAL TIKI HUT DEi303N IEVELOPMENI 47as HANAARD.AVG. NORTH POL •564RfiT:. 941. 94 Ft 941,,564. ogwk 1 CLENSE& I213T #ARI 13013326 WrL — #AR93250 0IL ••- #001-0141342 0 NIA — #323 1 7 C]NCARB — #67566 O N.J -r #21 AIO 1 1 69200 M NY — #03-034472 pNC—#1314537 [Jac — AR9931 C]TX ^- 2 1 1 53 itnWY #C-3265 t ,oNN p Vs . :• • .� ,fo L YN'iHIA GARCIA F Sol S. BFZOCKgMITH FaC. _ Oom,r i'�ILRCE, FL 3G945 (' DRAWN BY: JPW CJ;FIECKE0 BY: JPW IyROJECT # 21-1406.251 IL DATE:14 JUNE 2021 Cl BNEET NO. U � - eS 11 OF 22 Tools Needed • Nail Gun/Drill Driver • Hammer • Utility Knife • Ladder/Scaffold • Tape Measure Begin field shingle installation at the hip. Extend field shingle 3" over the center line of the hip. Fasten field shingle to the purlin, leaving 3-4" from the hip unfastened. Continue fastening, leaving the top corner unfastened, see X. Place one fastener in the field shingle on the purlin below. Overlap the next field shingle over the first by min. 2". Fasten through both shingles on the overlap at the corner. Installation: Field Materials Deeded 2" inch—olverlap Installation: Field As you install the field shingles,, be sure to off -set each row 8" offset, from the previous row at a - minimum of 8" R:E9'ID] NTIAL MO MM ERCIAL TIKI HUT DE91C3N LICIENSICS OT ARI 0013326 I:'L — AR93250 IL — #001-014842 MA — #3231 7 NOARB #67566 NJ — #2 1 AID 1 1 69200 IVY — #03-034472 NO — #O 1 4537 11313 ^- #AR9931 TX #21 153 WY #C-3265 Co )PANk Us • • F- =a= s. BF^C7CIGSMITH W.M. = t=0t�7 t�IBiaCE, FL 34--c:D4.5 BRAWN IM JPW !.`NECKED BY: JPW PROJECT # 21-1406.251 a DATEe 14 JUNE 2021 � BNEET NO. L] 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. Installation: Hip Materials Needed Hip/Ridge Installation: 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. RESma NTIAL COMMERCIAL 71ic; HUT DESIGN 1 ICENRE OT — SARI 001 3326 rL ^- AR93250 IL ^- #001-014842 MA — #323 1 7 NCARB #67566 NJ — #2 1 AID 1 1 69200 IVY — #03-034472 N13 — #131 4537 I3C — #AR9931 TX -•• #2 1 1 53 WY ^- #C-3265 00 all Z3 rc° D�N kU Fasten the corners of the �M �t U ,•�, field shingles over the top a=W �(�1j•,•6 5/21 ;;��/� Place fasteners (2) through the of the hip/ridge shingle. < tr two stacked hip shingles into \\; ' " 't =g ED A G the lower purlin \ I r GIs^, ;P :Fo"HlA GAR=I S. 61�OCK5MITH RC). F. F. K�If3FZd5, FL 34945 19:14JLUNF- : JPW BY: JPW }# 21-1406.251 4 2021 0T NO. (air1s of 22 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. �. F" ` Cover the ridge by installing the _k hip/ridge shingles perpendicular to the field rows, centering the shingles on the ridge with a 6" €! inch spacing. Use a minimum of 4 1 nails per ridge/hip shingle, placing the nails as far off the center asv3 L possible. Install the ridge shingles beginning at the ends of the ridge, working toward the center.` r A folded Hip/Ridge shingle can be used to create a transition Fc between the Hip/Ridge shingles running in opposite directions. RE911? NTIAL at COMMERCIAL TIKI HUT DESIGN 1°k 1 12RA1:3R� ZW °m OUT ^' ARI 001 3326 IF"L ^• AR93250 0-101 L ^• #001-01 4842 WW L 1NA ^- #3231 7 °1,.� ONCARB — #67566 c� ❑ NJ "' 2 1 AI01 1 69200 W'oW ❑ NY ^• 03-034472 H ION13 ^� #O1 4537 aW EJI3C ^- #AR9931 W t3lrX ^� #21 1 53 ° mi 0WY ^- #C-3265 ■ A F,IL [q : JPW BY: JPW # 21-1400.251 0. NE 2021 O 6HEET NO. [] B —� ® 14OF22 Z NleciNind v2336 Notes: m m Software beveloper: Meca Enterprises Inc., www-meca.biz, Copyright © 2018 Pnw = Pressure on windward portion of roof: qh*G*Cnw,�LF {Eqn 27.4-41 a ' Pn1 = Pressure On Leeward portion Of roof: qh*G*Cnl*LF [Eqn 27.4-41 am 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 Fa Date: Jun 15, 2021 Project #: 21-1406.251 am 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 me -- Description: All•wind pressures include a' 'load factor of 1.0 N TIKI HUT moo F Roof Var Start End CnA CnB Pressure Pressure oz W. N SK U:S FileLocation : C:\Program Files (x86)\MecaWind\TIKI HUTS UNLIMLTED\GARCIA.wnd Dist Dist PnA RnB >oai ft ft psf psf CHITE`CTLiRE -------- _-�,,� ------ ------ ----- -'-'---- -- ="-" Wm a RE9TDENTIAL .Basic_, Wind'Parameters Roof0.000 9.500 -0.800 0.800 -21.77 21.77 mW _1 Wind Load Standard = ASCE 7-10 Exposure Category = B Roof9,500 19.000 -0.600 0.500 -16.33 13.61 ma za COMMERCIAL _2 Wind Design Speed, = 1,60.0 mph Risk Category = I °mu TIIGI HUT Type = Building Building Type =Open Notes Roof Pressures: ww mi DESIGNStructure &-- Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge j> am EVE LO P M ENT 476 :NANGARD AVE., General -Wind Settings CnA = Cn for Load Case A Cris = Cn for Load Case B mW Np RTH"PO RT.FL Inc1_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 zQ T: 9416 5- b T e Dynamic Type of Structure = Rigid + Pressures Actin TOWARD Surface - Pressures Actin AWAY from Surface Y11 yP = DY Yl? g 5 g °m Pj °7 Fr 94,1.:.564 6959: E, ANBKYIl�ACL.aGFI _ .... NF = Natural Frequency of Structure (Mode 1) = 10.000 Hz Alt =:Altitude (Ground Elevation) above Sea Level = 0.000 ft M� - Bdist =Base Elevation of Structure = 0.000 ft Con" is And Cladding (C&C) Calculations per Ch 30 Part 5.:-, °mm SDB = Simple Diaphragm Building = False Zh = Mean Roof Height for Kh: h + Base Dist = 9.500 ft z< J e H d P- WAN 5 K Li s 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 4w MWFRSType = MWFRS Method Selected = Ch 27 Pt 1 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Zw LIC E N g & LF Load :Factor based upon STRENGTH Design = 1.00 °m GIST ~ #ARI 001 3326 Topographic:Factor per Fig.26:8-1, qh = (0,.00256 * Kh *,Kzt * Kd * V^2) * LF = 39.03 psf 1<, �"L ~ #AR93250 Topo = Topographic Feature = None Theta = Roof Slope = 30.0 Deg iLL OIL ~ #001 -01 4842 Kzt = Topographic Factor = 1.000 LHD = Least Horizontal Dimension: Min(B, L) = 13.000 ft ww 0MA ~ #3 2 3 1 7 a1 = Min(0.1 * LHD, 0.4 * h = 1.300 £t m�X C]NCARB ~ #67566 Building Inputs a = Max(al, 0.04 * LHD, 3 ft (0.9 m] ) = 3.000 ft a°,� 0 NJ 2 1 A1131 1 69200 Re. Roof T oofT yp Type = Pitched h Mean Roof Height = 9.500 ft wm Ow [� NY ~ 03-034472 C1NC ^� 014537 L Width Normal to Ridge= 13.000 ft D Length Along Ridge = 16.000 ft Wind Pressures for C&C per 0813 ~ AR 9 9 3 1 WindFlow: Wind Flow Method = Clear Slope Slope of Roof = 30.0 Deg All wind pressures include,a load, factor, of 1,.0 wm n TX ~ 2 1 1 53 ma OWY "' #13-3265 -Exposure Constants per Table 26.9-1: Description Width Span Area 1/3 Zone Cn Cn p p a mw <j Alpha: Const from Table 26.9-1= 7.000 Zg: Const from Table 26.9-1= 1200.000 ft Rule Pos Neg Pos Neg At: Const from Table 26 9-1= 0,143 Bt: Const from Table 26.9-1= 0.840ft ft psf psf Am: from sz 'm F �.. F (% -ft- ----ft----- Const Table 26 9-1= 0.250 Bm: Const from Table 26.9-1= 0.450 ----- __-- __-- __-- - - - _-- ___ --- .`- C; Const from Table 26,.9 1= 0.300 Bps: Const from Table 26,9-1= 0.333 u_ �P,.'•. /O Cn = Net Pressure Coefficient taken from Fig 30.8-11 2 and 4 r Z3 y. +' Gust -Factor Calculation: p = Wind Pressure: qh * G * Cn [Eqn 30.8-1] 'Factor �s •Ca Gust Category I Rigid Structures - Simplified Method aoF ,0 G1 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 0.85 zm Gust Factor Category II Rigid. Structures - Complete Analysis Components and Cladding (C&C) Zone.Summary per Ch 30 P.t 5: �m .r: A L,r1'A ,•~ Zm = 0.6 * Ht = 30.000 ft Zh = Mean Roof Height for Kh: h +'Base_Dist = 9.500 ft Izm = Cc * (33 / Zm) ^ 0.167 = 0.305 'Zh<15 * Zm Ja ��� Kh = Since ft [4.572 m] --> 2.01 (15/z )^(2/A1 ha) = 0.575 g P Lzm = L * (Zm / 33) Epsilon = 309.993 Kzt = Topographic Factor is a •., t ''� '��► 1 since no Topographic feature specified = 1.000 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.945 LF = Load Factor based mf OIL ARC' upon STRENGTH Design = 1.00 G2ED G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.892 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 39.03 psf 30 Gust Factor Used in Analysis Theta = Roof Slope = 30.0 Deg c4 LIDONL IF SIGNED, SEALEEA-DATED G = Lessor Of G1 Or G2 = 0.850 LHD = Least Horizontal Dimension: Min(B, L) = 13.000 ft o� a1 = Min(0.1 * LHD, 0.4 * h = 1.300 ft mi CJRAWINO TITLE Main Wind•Force Resisting System MRFRS) Calculations per ch 27. Part 1: a = Max(a1, 0,04 * LHD, 3 ft [0.9 m]) = 3.000 ft LF = Load Factor based upon STRENGTH Design = 1.00 Zh = Mean Roof Height for Kh: h + Base Dist = 9.500 ft Wind Pressure Summary for C&C-Zbnes,based Upon Areas Ch 30 Pt 5 Wa Kh = Since Zh<15 ft [4.572 m] --> 2.01 * (15/zg)^(2/Alpha) = 0.575 All,wind:pressures include a load factor,of.1.0 mom Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26,6-1 = 0.85 Zone Figure * * * * * I ure g I A <_ ( 9.00 > A >= 36.00 sq ft I A >_ a ° qh = (0.00256 Kh Kzt Kd V^2) LF = 32.02 psf I 1 9.00 sq ft 1 36.00 sq ft mw N O.. EV. DATE ------ - psf psf psf PIGIEW Pressures; per Fig 27.4-5 on 'Pitched Free Roof - Wind Dir 0 Deg ---- ------__------------ - ------ - --- P -- ---------......___ ------ io �° OWNER / LGCATION s✓YNTHIA Gp.RCIA All wind pressures include a.load factor of 1.0 1 I Figure 30.8-2 1 43.12 -29.86 1 43.12 -29.86 43.12 =29.86 F �6G1 S. 6FRC�CKgMITH Rom. =.So'T Ia.IE3i'20E, FL 54945 1 Figure 30.8-2 1 66.35 -46.44 1 66.35 -46.44 1 66.35 -46.4419 = BRAWN BYI JPW Load Case Cnw Cnl Pnw Pnl 3 I Figure 30.8-2 I 86.25 -59.71 ( 66.35 -46.44 1 66.35 -46.44 CHECKED BY: JPW psf p psf ----------- P00JECT # 21-140E.251 ------ ------ ----- ------ * A is effective wind area for C&C: Span Length * Effective Width a DATE,14 JUNK 2021 Load Case A 1.300 0.300 35.38 8.16 * Effective width need not be less than 1/3 of the span length 0 Load Case B -0.100 -0.900 -2.72 -24.49 * Maximum andminimum values of pressure shown. * + Pressures acting toward surface, - Pressures B H EET N O. acting away from surface 13 or 22 aW L F= o� 3 3 oa - 3 zo 2 2X4 ew 2 i h > > 5° WA.N ;B�KU 2 CHITECTURE LL:L3 W fRE91Da NT1AL °°°-Q COMMERCIAL a� TI KI HUT j 6 lU° 9>_IO° WW -X DEak3k CIEVELDFIMENT am 4798 HANGAR Avk, Zh =Mean Roof Height for Kh: h +.Base Dist = 10.000 ft _° °W NCIRTH_PGRT• FL T: 941. 964 6994 Kh = Since Zh<15 ft [4.572 m] --> 2.01 * (15,/zg) ^ (2/Alpha) = 0.575 Z� °o n .94-1. 564 0995 ILIUM Kzt = Topographic Factor is 1 since 'no Topographic feature specified = 1.000 �� Etirvwl.uiauQAavaoM LF = Load Factor based upon STRENGTH Design = 1.•00 � qh = (0.00256 * Kh * Kzt * Kid * V^2) * LF = 39.03 psf rca Theta = Roof' Slope = 33.69 Deg 42Q J12HN P- WAblOK 11S W LHD. = Least.Horizontal Dimension: 'Min (B, L) = 18.0001 £t � LICENSES al = Min(0.1 * LHD, 0.4 * h = 1.800 ft O� a = Max(a1, 0.04 * LHD, 3 ft [0.9 m]) = 3.000 ft °oW C7�T ^� ARI D013326 g; o rL ^ #AR93250 Wind Pressures for C&C. per >4 L31L #0131-131 4642 .Ali wind pressures include .a load factor. of 1-a F� MMA ^• #3231 7 CINCARS •-• #67566 d° 0 NJ ^' 2 1 AID 1 1692130 Description Width Span Area 1/3 Zone Cn Cn p p >° 0MY ^• 03-034472 Rule Pos Neg Pos Neg a; OND ^- #01 4537 ft psf psf `aW C7f3C ^- #AR9931 -ft- -ft- ----ft----- ----- ---_ Wo 0TX "• #21 1 53 ---_ --- m3 UVUY -- #C-3265 a Cn = Net Pressure Coefficient taken from Fig 30.8-1, 2 and 4 am p = Wind Pressure: qh * G * Cn [Eqn 30.8-1] si 7°'0 • OR MI aU Components and 'Cladding (C&C) Zone •Summary. per' Ch 30 Pt '5: >. y� '.� Zh = Mean Roof Height for Kh: h + Base Dist ='10.000 * ft as W, ; N SON Us ';e Kh = Since Zh<15 ft [4.572 m] --> 2.01 (15/zg)^(2/Alpha) = 0.575 •� Kzt = Topog.raphic Factor is 1 since no Topographic feature specified = 1.000 ;m LF = Load Factor based upon STRENGTH Design = 1.00 qh = (0.00256 * Kh * Kzt * Kid * VA 2) * LF = 39:03 psf Zm 00• 6 5�21 '•., Theta LHD = Roof Slope = = Least Horizontal Dimension: Min B, L) = ( 33.69 18.000 Deg ft Qa XZ f •. ` ..... a1 =Min (0.1 * LHD, 0.4 * h = 1.800 ft ZE a = Max,(a1, 0.04 * LHD, 3 ft [0.9 m]) = 3.000 ftu 4 VALID ONLY IF SIGNED. SEALED & DATED :Wind Pressure Summary -for_ C&C.. Zones based- Upon. ,Areas _ Ch 30 ••:Pt; 5 aW All lWi'nd, pressures include a load factor of i.q of DNA INO TITLE ZaTF.?UCTUR� Zone I Figure. I A <= 1 9.00 > A >= 36.00 sq ft I A >= W= l /IN1� C,�-kLCS I I 9.00 sq ft 1 1 36.00 sq ft Cm psf psf psf nF _.. -. ---- - ------------.- ------------- - ----------------------- ------------- MW 1 I Figure 30.8-2 1 41.45 -29.04 1 41.49 -29.04 1 41.49 -29.04 4 WW o. Ev. DATE 2 I Figure 30.8-2 I 63.90 -94.81 I 63.90 -99.81 1 63.90 -44.81 4°° ow ER/LOCATION 3 1 Figure 30.8-2 1 82.99 -58.08 1 63.90 -44.81 1 63.90 -44,81 FW ClIeNTHIA C34RCla► 26=1 8, BFaC�CKSMITFi Rom. F F�tST I�I�I�CE, FL 34945 BRAWN 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 L'•HECKED BY: JPW * Maximum and minimum values of pressure shown. E PROJECT # 21-1406.251 * + Pressures acting toward surface, - Pressures acting away from surface d DATE:14JUNE2021 SHEET No. *Per Para 30.2.2 the Minimum Pressure for C&C is 16.00 psf [0.766 kPa] {Includes LF} (3 Ll ® 16or22 F O am W Page 1 of 9 F- 7 Intertek REPORT NUMBER: 102741688SAT-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-OOIA Global Innovatioha, LLC Specimen 1. D. "VIVA by Endureed, Synthetic Thatch" September 20, 2016 Page 2 of 9 Test Standard: ASTM E84-16 VEST 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 D--jet Darrell Gonzales Technician II Reviewed and approved: ervando Romo Project Engineer RE®ID�E NTIAL COMMERCIAL m MT #ARI 0013326 FL -r #AR93250 IL #0131 -01 4842 MA — #323 1 7 NCARB #67566 NJ ^- #2 1 AIO 1 1 69200 NY --• #03-034472 NC ~ #01 4537 93C ^- #AR9931 TX ^- #21 153 WY ^- #113-3265 •3 0 . i �oNN Us •� 50 ��'•. 6 5/21 . F 2db01 8.6ROCIG!S RC7. _GF2T F�IE3I�CE, PL 34945 19 DRAWN BY: JPW CHECKED BY: JPW } PROJECT # 21-1406.251 a 1yATE:14 JUNE 2021 13 SHEET NO. V ��_i ® 17OF22 Project No. 102741688SAT-001A September 20, 2016 Global Innovations, LLC Page 3 of 9 INTRODUCTION This report describes the results of the ASTM E84-16 TEST FOP, SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS a method for determining the comparative surface burning behavior of building materials. This test is applicable to exposed surfaces, such as ceilings or walls, provided that the material or assembly of materials, by its own structural quality or the manner in which it is tested and intended for use, is capable of supporting itself in position or being supported during the test period. The purpose of the method is to determine the relative burning behavior of the material by observing the flame spread along the specimen. Flame spread and smoke density developed are reported, however, there is not necessarily a relationship between these two measurements. "The use of supporting materials on the underside of the test specimen may lower the flame spread index from that which might be obtained if the specimen could be tested without such support... This method may not be appropriate for obtaining comparative surface burning behavior of some cellular plastic materials... Testing of materials that melt, drip, or delaminate to such a degree that the continuity of the flame front is de- stroyed, results in low flame spread indices that do not relate directly to indices ob- tained by testing materials that remain in place." This test method is also published under the following designations: NFPA 255 UL 723 UBC 8-1 This standard should be used to measure and describe the properties of materials, products, or assemblies in response to heat and flame under controlled laboratory conditions and should not be used to describe or appraise the the hazard or fire risk of materials, products, or assemblies under actual trire conditions. However, results of this test may be used as elements of a fire risk assessment which takes into account all of the factors which are pertinent to an assessment of the fire hazard of a par- ticular end use. Project No. 102741688SAT-001A September 20, 2016 Global Innovations, LLC Page 4 of 9 II. PURPOSE <Q ,ACRCHITE URE W[a - RE9'ID:ENTIAL The ASTM E84 (25 foot tunnel) test method is intended to compare the surface flame oW 'm spread and smoke developed measurements to those obtained from tests of fiber o¢ COMMERCIAL TtKI HUT' cement board and select grade red oak flooring. The test specimen surface (18 WW DE.aI'lN Inches wide and 24 feet long) is exposed to a flaming fire exposure during the 10 om� EVEL PMEN1 minute test duration, while flame spread over its surface and density of the resulting =m 476614 ►NaARD,Av.m smoke are measured and recorded. Test results are presented as the computed ° Wz� NgRTH PORT, FL T.'941 864 6994 comparisons to the standard calibration materials. oQ -� FI .941 564 B9tiB, _...,,ems:_„__. __.. The furnace is considered under calibration when a 10 minute test of red oak decking - JJ3 H N P. WAN S KU S Will pass flame out the end of the tunnel in five minutes, 30 seconds, plus or minus 15 U seconds. The fiber cement board which complies with Annex A3 of the ASTM E 84 standard forms the zero point for both flame spread and smoke developed indexes, ZW LICENSES while the red oak flooring smoke developed index is set as 100. 13 OW t3 fCtT ^� #ARI 001 3326 °j1 orL "- #AR93250 94 OIL ^� #001 -O 1 4842 Cl MA ^� #323 1 7 ONCARS — #67566 III. -TEST PROCEDURE o0 0 NJ — 2 1 AID 1 1 69200 The tests were conducted in accordance with the procedures outlined in the ASTM >o a; 13 NY — 03-034472 nt ^� #O 1 4537 qsC ^- #AR9931 E84. The specimens are laced direct) on the tunnel ledges. As required b the P p Y 9 q Y am Wo 01rx ^- #21 1 53 standard, one or more layers of 0.25 inch thick reinforced concrete board are placed Wa OWY --- #C-3265 on top of the test sample between the sample and the tunnel lid. After the test, the aw Zm samples are removed from the tunnel, examined and disposed of. °m� 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 any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of the report. Only the Client is authorized to copy or distribute this report and then only in its entirety. Any use of Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are 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. IV. REVISION SUMMARY I„ 2809 S, l3ROGKSMITH R=. = I=om,r PlE3RCE, FL 3494.5 (� DRAWN BY: JPW CHECKED BY: JPW it PROJECT # 21-1406.251 a OATE:14 JUNE 2021 SHEET NO. F,-I=-2 16OF22 Project No. 102741688SAT-001 A Global Innovations, LLC V. DESCRIPTION OF TEST SPECIMENS September 20, 2016 Page 5 of 9 Project No. 102741688SAT-001A Global Innovations, LLC VI. TEST RESULTS & OBSERVATIONS September 20, 2016 Page 6 of 9 cW REBID&NTIAL Date Received: 9/16/16 The test results, computed on the basis of observed flame front advance and 2M COMMERCIAL Date placed In the conditioning room: 9/16/16 electronic smoke density measurements are presented in the following table. ZM TIKt HUT Conditioning (73T & 50% R.H.): 4 days mi DE 61IN Specimen Width (in): 24 Test Specimen Flame Spread Smoke Developed �� EVEL, OPMEN� Specimen Length (ft): 24 Index Index so mW NORTANC AT, FB. NORTH PORT FL Specimen Thickness (in): 0.06 "VIVA by Endured, Synthetic Thatch" 15 500 =r 00 - T: 941. 664 6594 .�at.,ss4 B99s E:wwiusiais®wd�.caM Material Weight (lbs): 10 :ry; Specimen Description: The specimen was described by the client as "synthetic thatch shingle". The 24-ft. 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. Vil. 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. LICENSES n CST — AR1 001 3326 N FL ^- SAR93250 OIL— #'001 -01 4842 OMA ^-#32317 ONOARB ^- #67566 O NJ — #2 1 AIO 1 11592013 ❑ IVY — #03-034472 ONO ~ #O1 4537 C]®C — #AR9931 E3TX --- #21 1 53 C1WY ^ #113-3265 [Ell •YNTHto. CGARCIA Hac:M S. EiROCKSMITH Rom. =RAWN 1 1 JPW HECKED BY: JPW 12oJECT 1 21-1406,251 ATE:14 JUNE 2021 HEET ND. 190F22 Project No. 102741688SAT-001A September 20, 2016 Project No. 102741688SA7-001A September 20, 2016 Global Innovations, LLC Page 7 of 9 Global Innovations, LLC Page 8 of 9 TEST RESULTS FLAMESPREAD INDEX: 15 SMOKE DEVELOPED INDEX: 500 SPECIMEN DATA ... Time to Ignition (sec): 25 APPENDIX A Time Maximum FS (feet): 43 ASTM E84 Time to 980 F (sec): Never Reached DATA SHEETS Time to End of Tunnel .(sec): Never Reached Max Temperature (F): 566 Time to Max Temperature (sec): 429 Total Fuel Burned (cubic feet): 49.75 FS*Time Area (ft*min): 30.4 Smoke Area (%A*min): 311.1 Unrounded FSI: 15.7 CALIBRATION DATA ... Time to Ignition of Last Red Oak (Sec): 42.0 Red Oak Smoke Area (%A*min): 65.o RES1M NTIAL COMMERCIAL TI'KI HUT 1: LIr,ENBEB CT #ARI 0013326 rL ^- #AR93250 IL — #00 1 -01 4B42 MA — #323 1 7 NOARB — #67566 NJ — #2 1 AIO 1 1159200 NY — #03-034472 NO ^- #O 1 4537 910 — #AR9931 TX ^- #21 1 53 WY ^- #0-3265 rip A ll50~ �+��•., 6 5121 . RED p►R '�G G F[DATE.- = 3. P RROCKa"['rH Rom. 54945 LAWN EY: JPW ECKED BY: JPW }Ir OJECT # 21-1406.251 0.14JUNE 2021 0EET NO. 20 O F 22 Project No, 102741688SAT-001A Global Innovations, LLC FLAME SPREAD (ft) September 20, 2016 Page 9 of 9 Smoke (%A) Flo- Co - Temperature (`F) Time (sec) REi3iD.ENTIAL- . COMMERCIAL TIKI HUT DE91[3N 1E4EL PMEN'1 ENSES CT ^• #ARI 001 33z6 FL ^- #AR93250 IL ^- #001-014B42 MA — #323 1 7 NCARB ^• #67566 NJ ~ #2 1 Al 131 1692130 NY — #03-034472 NC ^- #O 1 4537 E3C ^- #AR9931 TX— #2 1 1 53 WY ^' #C-3265 0 131 BRED A'�G : 1El 3 Fo t✓YNTHIA GARCIA F 2801 S. BROCKSMITH Rom. _ SORT PIGRCE, FL 3494-5 (' CiRAWN BY: JPW CHECKED BY: JPW Ix } PROJECT # 21-1406.251 4. DATE- 14 JUNE 2021 BHEET NO. a 21 OF 22 GLOBALINNOVATION N a� RESIDENTIAL OW ma &. C'CMMERCIAL n� TIKI HUT July 28, 2020 uW DE81L3N °o FI .941.,5E4: Martin County flan Review ET-:W asp - To Whom It May Concern I am calling to bring to your attention our Endureed Viva palm thatch product. Not ok �� G7 I+T L.#ARI DO$ 3326 only is this synthetic thatch product designed to be installed on a roof deck, but it �gW FL ^- #AR93250 is designed to be installed on an open batten rafter system while remaining >4 C] I L �- #Dot -O 1 4B42 IJ MA -r #'323 1 7 weatherproof.' This product can be applied to 8" on center rafter spacing or less �� C] NCARB ^� #67566 and is designed to. be used in lieu of the natural palm thatch materials. W� ❑ NJ ^' #2 1 AI01 1 69 200 'oW 0IVY ^• 03-034472 Please review the installation guide and drawings below for additional details! ONO ^• O 14537 0 � C ^• #AR993 1 Should you have an questions, please reach out to me directly using the contact Y Y9 Y g <am m° t]TX •-• #2 1153 OWY -- #C-3265 info below. �W f= OF F Luke Sparks �_ �Q►,,•• RHO Ito V. oXza Vice Presi nt of Corporate Sales386-487-1584 zM 0Aluke@endureed.com V MY COMMISSION # GO 912856 EXPIRES_ 110vember3, 2W za sQ✓1�0DUCT ° - --- (✓Of7.7 i�IBRCE, FL 3494-5 t! Jendureed.com 313 SW Windswept Glen Lake City, rL 32024 I ENDUREED VIVA L9 DRAWN BYa JPW I:lFIECKED BY' JPW PROJECT # 21-1406.251 } DATE.14 JUNE 2021 a C3MEET NO. N -'I ® 22 or 22