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HomeMy WebLinkAboutPRODUCT REVIEW AFFIDAVITI Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name |^f^L?\ ~^Kr\ScD Applicant: rT^cn ^{jfj- \-\t!^f.Tf^r(^^\ ^/c Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection ^Hiu res- Roof Ventilation Roofing IVIaterial Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: seal Design Prof: Cert. No. Date: 12/8/21, 9:33 AM Florida Building Code Online usiness & Professiona dbpr BCIS Home Log In User Registration Hot Topics Submit Surcinarge Stats & Facts Publications Contact Us BCIS Site Map Links Search iJSfiProduct Approval 'USER: Public User Product ADoroval Menu > Product or Aoplication Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status FL11398-R5 Revision 2020 Approved Comments Archived Product Manufacturer Address/Phone/Email Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Address/Phone/Email Thomas B. Johnston 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Subcategory Shutters Storm Panels Compliance 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 Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By John W. Knezevich PE-41961 National Accreditation and Management Institute 12/31/2024 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FLU399 R5 CQI KC Certificate pf Independence 2020 DSS.edf Standard TAS 201 TAS 202 TAS 203 1994 1994 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https;//floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvlL5K15SVVId8L8NgFguofa%2A/BYMw0c%2bfQZnvostumhxg%3d%3d 1/2 I TABU 1 PANEL SPAN SCHEDULES 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS POSITIVE OR NEGATIVE ASD WINOLOAD •w (PSF! L max. FOR POSITIVE ASD WINDLOAO L max. FOR NEGATIVE ASO WINDLOAO POSITIVE OR NEGATIVE ASD WINDLOAO •w- (PSFl L max FOR POSITIVE ASD WINOLOAD L max FOR NEGATIVE ASD WINDLOAO 23 144-144" 275 144" 144- 25 v.r 144-30 143-144- 30 MS" 144-35 138-144" 35 130" 144" 40 133-144- AO 126-143-45 129-144- *5 122" 135-50 126-139- 50 119-128-55 123" 132- 55 116-122-60 120-127" 60 111-117" 65 118-122- 6S 107-112-70 116" 117- 70 103-108-75 113" 113- 75 96-104-80 109-109- 80 90-99-85 106-106- 65 Bt" 93-90 102" 102- 90 80-88" 95 96" 96- 95 75" 83" 100 91-91- 100 72-79-110 83-83- 110 65-72-120 76-76- 120 60-66-130 N A 70" 130 N A 61" 140 N A 65- ito N.A 56-150 N A 61- 150 N.A 52- TABLE 2 maiMUM aPARATION FROM GLASS SCHEDULES 0 050 ALUMINUM PANELS 0 06tS ALUMINUM PANELS POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION ASD SHUTTER FROM GLASS ASO SHUTTER FROM GLASS WINDLOAO SPAN INSTALLATIONS INSTALLATIONS WINOLOAD SPAN INSTALLATIONS INSTALLATIONS •w L' s 30->30-W L S SO->30 (PSFl ABOVE GRADE ABOVE GRADE (PSFl ABOVE GRADE ABOVE GRADE 72" 3" 1-3/8" 72-3-1-1/2- 30 104-3" 2-27 5 104" 3-1-7/8-30 135" 5" 3-1/4" 144-4-1/8" 3-1/8- 72" 3-1-1/2" 72-3-1-1/2- 40 104" 3-2-1/8" 40 104" 3-2- 126" s-3-1/4-133-4-1/8" 3-1/4- 72-3" 1-1/2" 72-3" 1-1/2" 50 104-3" 2-3/8" 50 104-3" 2-1/4- 119-5-3-1/4" 126-4-V8" 3-1/4- 72" 3-1-5/8-7?" 3-1-5/8" 60 104-3-2-5/8" 60 104" 3-2-3/8- 111" 5-3" 120" 4-1/B-3-1/4- 70 72-3-1-5/B-72" 3" 1-5/8-70 103" 3-2-3/4" 70 104-3" 2-5/8" 80 72" 3-i-s/e-116" 4-1/8" 3-1/4-80 90-3-2-1/4-72-3" 1-5/8- 90 60" 3-1-1/2-SO 104-3" 2-3/4-90 80-3-2-109" 4-1/8-3-1/8" 100 60" 3-1-1/2" 90 60-3-1-1/2-100 72" 3-1-3/4-90 102" 3" 2-7/8- 110 48" 3-1-3/8-100 60-3" 1-1/2-110 6S-3" 1-5/8-100 91" 3" 2-3/8- 120 48" 3-1-3/8" 110 48-3" 1-3/8-120 60" 3-1-1/2-110 83" 3" 2-1/8- 120 48" 3" 1-3/8-120 76-3-2- TAREItjMpTK: 1 SEE SECTWMS FOR SHUTTEK STAN OEFMInN 2 FDR TABLE 1 QFTERHINC BOTH THE POSITIVE AHO NEGATIVE ASD WM LOAD Ota IHE MAX SPAN FOR EACH AND USE THE LESSER Df THE TWO VALUES 3 fan K%m LOADS BETWEEN TABULATED VALUES. USE tCXT HIOCR LOAD TO OETERHME ALLOWAMjE SPAM 4 fO« TABLE 3, ENTER AT A POSITIVE U5A0 i PBOIECT POSITIVE LOAD AND SPAM i PROJECT SPAN TO KTERtWE MNMJM SHUTTER SEPARATION FROM GLASS. S^o si r I HURRICANE PROTECTION STATE 06/ //y; sheet2ofg © >DrtiHni CD O "0 om r-2> Jj-r • SPAN SCHEDUUE - TABLE lT^^ u. LlTH« (SEE STORM PANEL , ir' SPAN SCHEDULE - TABLnT^ 1 Lm«K (SEE STORM PANEL IL ^ ! ^ SPAN SCHEDure - TABLE #,1 IgSSS 5? >5an >gf:5i IfTil?;. (SEE STORM PANEL SPAN SCHEDULE - TABLE 1} iLmax. (SEESTORM PANEL ^ 'SPAN SCHEDULE -TAliLrir ICON5ULTING KNEZEVICH CONSULTING, LLC 1600 S. hed-ral Hwy., SiHC 961 Pompano aMLl>, Fl. Copv'ight C ;?020 Kne^evkh Coniultinit LLC I CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING / (TYP TOP AMD BOTTOM) • — EXISTING GLAZING—F SEE MIN STORM P SEPARA FROM GLASS TABLE 2 EXISTING GLAZIfJG SEE MIN STORM PANEL SEPARATION FROM GLASS TABLE 2 r THACK MOUNT SECTION SCALE 3" = 1- - 0" EXISTING CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING^ EN(B- .6 J 1- » 2-| 2- « 2- C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACiING 0 OSS- 6063-T6 ALUM TUBE STORM PANEL SEPARATION FROM GLASS TABLE 2- EXISTING GLAZING-SEE MIN STORM PANEL SEPARATION FROM GLASS TABLE 2— EXISTING WOOD FRAMIN6--7 EhBEDMENT SEE MIN STORM PANE SEPARATION FROM GLASS. TABLE 2 — •TWO V<.-«x HW. t- LONG STAIKLESS STEEL WOOD LAG SCREWS g 2J,-0 C MAX WITH 1-3/4- Ml« EMBEDMENT INTO EXISTING STUDS 1/8- *14 X 3/4-TEK SCREW OC /p. BUILD-OUT SECTION SCALE: 3- = 1- - 0- < CONT. ALUM BOLT 3,C. . X 5" X 1/8-CONT, ALUM ANGLE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR HAX. HOLLOW CONCRETE BLOCK OR WOOD FRAMING ONE 1/4-«x MIN, 5" LONG WOOD LAG SCREWS 24- DC. MAX, WITH 2-1/2- EMBEDMENT INTO WOOD MEMBER WO 1/4-»x MIN, 4" LONG WOOD LAG SCREWS /t- OC, MAX, WITH 1/2' EMBEDMENT t^TO WOOD MEMBER 2- X 5- X 1/8" X CONT ALUM ANGLE OR 4" X 1/4- X CONT ALUM, FLAT — .' / NO. 41961 • is o5 It Scale: AS NOTED Drawn fay: JWK Date: 08/11;. J.W. Kneievich PTOlessonal Engineer FL License No,: PE 41961 /y, CEILING MOONT SECTION SCALE: 3- = 1- 0" HURRICANE PROTECTION \%\E OF/ O-^irg I KC20-0414 I SEt MIN STORM PANEL SEPARA^IOK FROM GLASS TABLE 2 EXISTING CONCRETE HOLLOW CONCRETE BLOCK OR WOOD FRAMING N'JECTION TYPE 3ENCE ANCHOR . LDULEFORMAX. SPACING LOCK SYSTEM IN PLACE WITH A THLJM6 SCREW OR TRUSS HEAD BOLT, -1/t-20 X 3/4" MACHINE SCREW WITH 675" X 67S-X 12S" SQUARE SCREW HEAO 5/16" 1,0, AND 1/2" 0,0 X 3/16" MINIMUM NYLON BUSHING OR 1/4-20 NUT (GALVANIZEDI •'•WITH • U" • • ,"';IM; -SCREW « 1 -1 675' X 675- y 125" SQUARE SC^^EW MEAO-, 1/2-0 0, X 1/4- 1,0, X 3/11 NYLON BUSHING OR 1/4-20 S S WJT ITYP C-TRACK AS^MBLY - IWSIOt MOUNT SCALE; 3" . V - 0" SCALE HALF SiZE J3E OF 3ETm SH/^, BE .H C'DIUUNC'iM '*'TH Ml -" HLADW OR • U • H^ft-ieR TDP MOUNT C-TSACt( ASSEMBLY ^ flSOti^ETRIC: VIEW) SHUTTER CVERLAP SMALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARAMCE BErvfEEN IHE SHLTTEP ANC WALi. 1/4 MAX-I ^EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR WOOO FRAMING, ALUM ANGLE ~^-(T) CLOSURE P«CE 1- X 2- X e 12S- MIN. TO 2- X S" X 0 12S- MAX, 1/4" MAX EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING, SEE ANCHOR SCHEO BASED ON TYPE OF STRJC, FASTEKER ffl 12 01 F» DESIGN LOADS LESS THAN OB EOUH. TC no PSF I B e- a£ FOR OESOl LOADS GKEAIER THAN 1»PS> (SEE AMCIORSOCDULE FOR ANY AtCEPTABlE ANCHOR) FASTENER p 12" 0 C FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. S, (3 8" 0 C. FOR DESIGN LOADS GREATER THAN 110 PSF (SEE ANCHOR S SCHED, FOR ANY ACCEPTABLE -IAX ALUM ANGLE CLOSURE PIECE 1" X 2" X 0,125 " MIN, TO 2" X 5" X 0 125" MAX XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE BUtUMUT VOUM CLOSURE DETAIL SCALE: 1-1/2- ^ 1-0-WlJCA, F 1- TRAP MOUNT CLOSURE DETAIL SCALE" 1-1/? = 1-0" 1/2- i 1 w?iiS)ow' 1/4-20 S,S BOLT Sr BOLT & WINGNUr ipi 24- 0 C (TYPI 1/4-20 S,S, BOLT & BOLT & WINGNUT 24- OC, (TYP, 20 CAGE STEEL BENT PLATE OR 2- X 2- X 1/8' 6063-T6 ALUM ANGLE 1/4-20 S.S BOLT & BOLT S, WINGNUT/ @ 24" OC- (TYP>-'^ 20 GAGE STEEL BENT PLATE OR 2- X 2- X 1/6-6063-T6 ALUM SENT PLATE- HURRICANE PROTECTION .• / NO. 41961 \ III III sir? ^ CORfJER CLOSURE DETAIL ^-^ SCALE 1-1/2- = r-0" MAX- ^ CORNER CLOSURE DETAIL SCALE 1-1/2" = I'-O" CORNER aOSURE OETAJL •:^f Ai E 1-1/2" = r-0- \-2»\E w/;-^/ Scate ASfcO Drawl by: Date: 08/11/2020 J.W. Kneievkh Profess cmal Eneioeer FLliceiBe Mo. :PE 41961 KC2GMM14 I ANCHOR SCHEDULE Fksrae) iii*ni»ui« SPACMO {MDCHES) nBatmo TOR VAROUS OBKW LOADS AW SPANS ANCHOR TYPE 1M-e Lis Scn» or Hanger Sot w (w 1 75* pmetiaton Xtr 0U| SOMV or Hanger acA •mtimt 1 TSTpenetraton IIG2 0 42 t>Wboda»G209S MWbodScmr or «14-W^ll III I SteelSMS »;n-«*eo •lMbo<)»ahG20 55 *14SIBntas5SleeiiAbod Screw or (U-toaanlessSKdSUS «/15-«r*e(l «iMbod««iG2042 S«NSU>TO ISaNOTEl) OOWECnOITvpE ISSNOTEn SFUNStPTO ISS NOTED ISSN0TE3) SHASSIF'TO (SSmTEfl (SBEM0TC3I 0.7r Edge Diatanc* C4CSC1C2C30<C6C1C2 5 i 3 0.7r Edge DMance C4C5C1 C2C3C4IC5C1 C2 C4[CS CI C2 C3 Ol CS 5 I « ~ : « ' 3 3 11 0.7r Edge Distance C5 CI C2 C3 04 C5 Cl C2 16 9 6 0 75- Edge Oisurice CS CI 02 C3 C4 C5 Cl C2 0.7r Edge DtKance S- LONG HANDLE RIVETED TO PANEL PUNCH 1/2- « 1 HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE ®TYP. 1/4-20 « 1- MACHINE SCREW STUD WITH WASHEREO WINGNUT a 12" OC (CONNECTS TO ADJACENT PANEL) CI COHNECTKJH TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 3/e-» HOLE FOR FASTENING PANEL- I V |IH> FAia. leCHT > ? - r ( HU OESOI LOAO 72aftPSF) (y$\R FASTEHWG AMGLE ASSEMBLY ^'^SCALE 1-1/2 X ' -0 DtT«^s'vl''.« Kgll WALL MOUNTED S" K 2 X 1/B- X CONT STUDDED ANGLE (SEE SECTION T) 2-1/2- X 1-1/4-WlOe NOTCHES (TYP BOTH SIDES) (VI NOTE NOT FOR USE AS EMERGENCY EGRESS OPTIONAL INTERIOR FASTIWWG OETAH. (ISOMETBIC) ANCHOR SCHEDULE SPACmS (MCHES) fleOURB) FOR VARWUS DESIGH LOAOG AND SPANS ANCHOR TY Ft «12Slai<e»SleelSMS w / 2" ^ew ai ArTOr hsert «/2 0-screw entied nCkoutMBbck MAX LOAD IMF) SnS-eecoorOMral uncon >/22S-enlM<l mOoUM Block SPANS IF TO 5.(r (SSNOTEI) ooMecnoNTYre ISSN0TE3I SFWNSUPTO »-o- ISSHOTEI) 00^«B^^ONTVPE ISSNOTE}) SPAMS l*> TO 12-0- (SBENOTEI) ISSNOTEJ) aC2C3C4C5C'C2C30<C5C1C2C3C4CS 2S" Edge Oialance Cl|C2 C3 C4 CS Cl C2 C3 C4|C5 16 T 5 13 7 12 S 3 10; 5 1 _ 1— 12 6 3 10 5 9 10 4 3 fi 4 9 ~4~^H~7~ 4 e ~4"BB~7~ 4 9 ~4"^B~'~ 4 9 "A"^™^ 4 9 ~4^^B~7~ 4 THESE DETAILS DEPICT THE CONNECTION DF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR -U- HEADER TOP MOUNT SEE SWETSfOAAiiaoll NOTES HURRICANE PROTECTION / / NO. 41961 w ; \%\r .-v Sole. Drawn fay Dale J.W. Kneievkh Protetsional Enfineer FL Licene No Pi 419«1 KC20-0414 5)ieet6of 8 I ANCHOR SCHEDULE FusTBOtmuamm amciNG ow^^) fscbJRa: fOK VARIOUS OQIOM LOUB AND SPMK « fi K lU *MCHORTYP€ MAX LOAD {P9F) SEE « fi K lU *MCHORTYP€ MAX LOAD {P9F) SEE SRARSUPIO SRAieUPTO 9'-r (SSNOTEM SWUCUPIO 12-r (SS MOTE 1) SPANS UP TO <SBE NOTE t) SWfCUPID 9-0- (SffHOTEIJ S*l«UPTO 12-0' ^ NOTED « fi K lU *MCHORTYP€ MAX LOAD {P9F) SEE COMCCTDNTYPE COHNKTOKTYPE (SSN0TE3) cowNEcnoNrvre (seMorre3) OOWeCnOK TYPE (SffiNOTES) CONNECnCW TYPE <SffNOTE^ w Be DnbHoe 3" Edge Dratanoe w a C2 C3 C4 C5 Cl C2 C3 B m Cl |C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl 02 03 04 C5 c-02 C3|C4 05 1M-a rrw Buteex Tapcon wt Climaseal Coaling w/1 75'embed in 3 ksi Concrete 480 16 16 16 •:6 w 12 7 E E 16 9 12 •9 16 16 15 16 16 16 13 8 16 15 16 6 : 16 11 1M-a rrw Buteex Tapcon wt Climaseal Coaling w/1 75'embed in 3 ksi Concrete 620 W 16 11 to 16 16 8 « E E 14 7 4 0 7 16 16 12 16 16 '6 10 6 16 11 16 7 £ 13 8 1M-a rrw Buteex Tapcon wt Climaseal Coaling w/1 75'embed in 3 ksi Concrete 7B0 -M 14 9 H IS 16 7 5 m D 14 9 4 9 6 16 IS 9 16 16 16 8 5 14 9 '5 7 4 12 8 1M-a rrw Buteex Tapcon wt Climaseal Coaling w/1 75'embed in 3 ksi Concrete 90.0 16 7 n 11 14 S 4 9 s •'4 6 4 9 6 19 12 8 16 14 15 7 4 12 8 f6 7 4 12 8 1M-a rrw Buteex Tapcon wt Climaseal Coaling w/1 75'embed in 3 ksi Concrete !2QC 16 6 5 1218 14 6 4 9 6 14 6 4 9 6 16 9 e 16 10 15 7 4 12 e 15 7 1 4 12 8 W l^EdoeQistafice 2.5" Edge DMUIKC W Cl C? C3 C4(C5 Cl •C2 'C3 C4iC5 Cl C2 C3 CA CS Cl C2 03 C4 C5 Cl C2 C3 Cl <3 a G C3 C4 C5 1M'0 (TW Buridex Tapaxi Statn»ess Slse^ w/1 75'embed in 3 ksi ConcfEie 4sa 16 le If 13 16 '15 w 11 £ w 4 8 6 16 IB 14 16 16 16 12 6 « 15 18 9 6 16 11 1M'0 (TW Buridex Tapaxi Statn»ess Slse^ w/1 75'embed in 3 ksi ConcfEie 620 16 le i; 8 16 11 u e ? 1* 6 4 16 16 11 16 16 16 9 6 W !1 15 7 4 14 8 1M'0 (TW Buridex Tapaxi Statn»ess Slse^ w/1 75'embed in 3 ksi ConcfEie TEO 16 It 6 '! 9 1? 7 10 6 4 18 14 9 18 16 16 7 5 IS 9 14 7 4 8 1M'0 (TW Buridex Tapaxi Statn»ess Slse^ w/1 75'embed in 3 ksi ConcfEie MO lej e 6 to 6 e i: ; 6 ^€ 4 ".c: 5 6 4 16 12 7 16 14 14 7 4 14 8 14 7 4 fl 1M'0 (TW Buridex Tapaxi Statn»ess Slse^ w/1 75'embed in 3 ksi ConcfEie 1200 6 t 6 e -'0 6 e * H 5 6l4 16 « 5 ^6 10 14 ' 4 '.C e 14 7 4 8 W 1JS- Edge Dt^iKC 2.5" Edge Dtrtance W Cl C? C3 C4 C5 C C2 C3 'C4 |C5 c-C2 C3 Ol C5 a C2 C3 C4 C5 Cl 02 C3 C4 05 Cl ajC3 B a "ic 8 T 8 ~8 48.0 16 w 14 16 16 15 12 7 11 9 (6 9 B 7 16 16 14 16 16 16 12 8 ie 14 16 9 6 B a "ic 8 T 8 ~8 fiZO n 16 11 IB 13 16 » 6 9 7 14 7 4 S 5 16 16 11 16 16 16 9 6 16 n 15 7 4 EE a "ic 8 T 8 ~8 m-0Elco mtracon w/StelsardC(Miling w/1 75" embed <n 2.8 ksi Concrete 7Q0 16 13 g 13 11 » 5 7 6 14 6 4 6 5 18 14 9 IB 16 16 8 6 13 9 14 7 4 m a "ic 8 T 8 ~8 m-0Elco mtracon w/StelsardC(Miling w/1 75" embed <n 2.8 ksi Concrete 900 16 11 7 n 9 14 6 4 6 5 14 6 4 6 S 1G 12 7 16 13 14 7 4 12 s 14 7 4 E a "ic 8 T 8 ~8 m-0Elco mtracon w/StelsardC(Miling w/1 75" embed <n 2.8 ksi Concrete 120 0 IS e B 7 14 6 4 6 5 14 6 4 6 5 19 9 s 15 10 14 7 4 12 8 14 7 4 B a "ic 8 T 8 ~8 in « r Edge Oiitance ^5- Edge Dialanoe * H ^ « Cl C2 C3 C4|CS Cl C* CS Cl C3 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 03 C4 C5 480 16 15 10 •s. ID 16 8 5 S 6 13 6 4 6 4 16 16 16 16 16 16 14 9 16 13 16 10 7 16 9 IwaHillmanGroup 620 16jl2 7 11 8 14 e 4 6 4 10 6 3 4 3 19 16 13 16 16 IB 11 7 16 K W 8 5 12 7 Sotid-Sel/^chor no 1 u 8 < 8 6 11 5 3 5 3 1C 4 3 4 3 16 16 to 16 14 16 9 5 13 8 16 8 6 12 7 w/ 7/8" efnbed Ki 3.0 kat Concrele A 1«-20 S.S ttK^ioe Screw 900 0 8 5 S 5 to 4.1 3 4 3 10 4 3 4 3 16 13 9 16 12 16 8 5 12 7 16 8 5 12 7 w/ 7/8" efnbed Ki 3.0 kat Concrele A 1«-20 S.S ttK^ioe Screw 120 ol B 6 4 6 4 »0 413 4 3 Ifl 4 3 4 3 18 10 6 15 9 16 8 5 12 7 16 8 5 12 7 Cl • ijl,LJ„UlA.I,l D I 3 1 25-Edge Ontance r EdgeOnlince Cl • ijl,LJ„UlA.I,l D I 3 C3 C4|C£ c-C3|04 C. Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 05 Cl C2'C3 G4 CS 480 • IS 10 15 to 16 6 S i B 5 13 6 4 6 4 IS 16 16 16 16 16 14 9 16 13 16 '•Q y 16 9 620 B 12 7 11 e 14 6 4;« 4 10 S 3 4 3 16 16 15 16 16 18 11 7 13 10 16 S 5 •2 12 7 1«- 0 Mtennium Fasteners 750 Q 9 6 e « 11 5 — 3 5 3 10 4 3 4 3 M 16 10 16 14 16 9 5 13 8 16 8 5 •2 12 7 W/1.75-embed 900 U e S e s M 4 S 4 S 1C 4 3 4 3 16 13 9 16 12 16 8 5 12 7 16 8 5 12 7 in 3 5 ksi Conoete 120,0 1 S 4 6 4 M 4 3 4 3 10 4 3 4 3 16 10 6 15 9 18 8 5 12 7 16 9 5 12 7 ANOOt MOTES: SEE SH EET S FOR ANCHOR NOTQ. ANCHOR SCHEDULE AOMG {INCtCS) ««3LSRB} FOR VAAOUSDQtSN LOADS ATC SPMHS ANCHOR TYPE linn -JEiS2S2* 1/r 0 Bco nnMraiB no V Feme Dwi Stq^and Rnen W/1-3M-embed IT 3 35 ksiConcrete #12 SlMite»3 Sreei 3« mlKT^Vwa Annorhsert W/2 O'screw eirtMCfc-riarA « 20 ksi Concrele *^2 Sat*e&s Skeet w/2 75- Armor hs»fl w/ 2 5' screw saCsdinenl in 2 0 Wi Concrete 1M-0 4lOSSft)werB Tapper w/1 75" efrt»d n 3 0 ksi Car^rele 0 ^f^^tVv'^Vl'ti''.'''i^ 1M-<B 410SSf^er« Tapper wn 75* entwd m 3 0 iKi Concrete MAX LOAD (PSF) 5-r <affi NOTED COM«:TIONTYPE (SeENOTES) 9W.NS1JPTO {SSNOTEIt CONMKniON TYft (SBENores* SmwSUPTO •7--C- tSSNOTCI) cowe:ncwTYre 2.5 Edge Dtstancs w C1 C2 C3 04 C5 Cl Ci C3 G4|C5 Cl C2JC3iC4 C5 480 18 16 16 16 16 16 14 5 '6 11 -6 ->c! 7 12 6 «20 16 16 13 16 15 16 11 7 '-3 8 16 e 5 9 8 760 16 16 10 16 12 la s 5 to 7 16 e 5 9 6 930 16 13 9 16 10 16 e i 6 ie e 5 9 6 120 0 16 10 6 12 6 16 B ' f H S 16 5 9 6 W 2.0" Ei^c DMance W C1 C2 03 C4 CS 01 C2 ca C4 C5 CliC2 C3 08 05 480 16 16 14 16 IB 16 12 8 15 10 16^ B 6 •1 7 A20 16 1« 11 16 14 16 9 6 •u ? 16J7 4 « 5 TCO 16 14 9 16 11 16 7 5 6 14^ 7 4 • 5 930 16 12 7 IS 9 •14 7 4 8 S 14- 7 4 8 1 5 120 D 18 9 6 11 7 -4 4 8 5 14 , 7 4 8 5 W 2.0" Edge Oiabnce W Cl 02 C3 C4 CS C^ c;|-:3 C4 C& C3 C4|C5 480 16 16 16 16 16 •e 16 16! V 7 12 8 62C 16 16 13 16 15 16 12 8 16 8 5 B 6 760 16 16 11 16 12 i« S S 10 7 16 8 5 9 6 90 0 16 14 9 15 10 16 8 5 9 6 16 e 5 9 6 1200 16 11 7 11 8 IB 8 5 0 6 16 * 5 9 6 W 1.5- edg« CtstaiK* W Cl C2 C3 C4 C5 Cl C2 C3 04 CS ci!c2 C3 C4 C5 48 0 18 14 9 16 12 16 8 5 «1 7 ^2 6 3 8 5 620 16 11 7 16 10 13 6 B » 5 9 4 3 6 4 780 16 9 5 13 8 10 5 B 7 4 6 4 i 6 4 900 16 7 5 11 6 9 4 K 6 4 9 4 i e 4 12O0 12 5 3 8 5 9 4 m 8 4 9 4 • 6 4 w Z-Or Edge Dtitanc* w Cl C2 C3 C4 C5 C1 C2 C3 CA CS Cl C2 C3 04 CS 480 16 16 16 16 16 16 ifl H3 16 14 16 12 7 !e 10 62 0 16 16 14 16 (6 16 12 8 16 n 16 3 6 13 8 76.0 16 16 11 16 16 16 10 6 M 9 16 9 5 f3 a 90O 16 15 10 16 13 16 9:|5 13 6 16 9 5 13 8 1200 16 11 7 16 10 16 9 1 5 13 8 16 9 5 13 8 HURRICANE PWTECTION : / NO. 41961 ••. \'^\E Of /& 10 Ne irri o •a ill il Scale Prawn by: JWK Date: 08/11/M20 i.W. Kneievidi Professonal Enpneei fl UoeilK No.: I>€ 41961 KaO-0414 sheet 7 of 8