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343 2nd St PPI23-0001 Product Approval Information Sheets Rev 3-17-23.PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*required)'Project Address:. 343-345 2nd street, Atlantic Beach, FL 32233Permit #:PPI23-0001^Owner/Project Name:. 343-345 2nd street patio enclosing & window replacementAs required by Florida Statute 553.842 and Florida Administrative Code Rule 61G20-3, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contactyour product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewideproduct approval may be obtained at: www.floridabuilding.org.Category/SubcategoryManufacturerProduct DescriptionLimitation of UseState #Local #A. EXTERIOR DOORS1. SwingingJELD-WENNExterior Door26840.12. SlidingJELD-WENNImpact Sliding door11109.13. Sectional4. Garage Roll-Up5. Automatic6. OtherB. WINDOWS1. Single hungJELD-WENNImpact Window14095.42. Horizontal slider3. Casement4. Double hung5. Fixed6. Awning7. Pass-through8. Projected9. Muilion10. Wind breaker11. Dual action12. OtherPage 1 of 4 Updated 06/21/21By Toni Gindlesperger at 11:27 am, Mar 17, 2023By Mike Jones at 2:15 pm, Apr 06, 2023 Category/Subcat�gory Manufacturer Product Description Umitation of Use State# Local# C.PANEL WALL 1.Siding James Hardie Fiber Cement Board & Trim 13223.4 2.Soffits 3.EIFS 4.Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9. Greenhouse 10.Synthetic stucco 11.0ther D.ROOFING PRODUCTS 1.Asphalt shingles 2.Underlayments 3.Roofing fasteners 4.Nonstructural metal roof 5. Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing tiles 9.Roofing insulation 10. Waterproofing 11.Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16. Spray applied polyurethane roof 17.Other Page 2 of 4 Updated 06/21/21 James Hardie Hardie SoffitPanels 13265 R6 IIHVHZ In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, theContractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installationinstructions along with this Product Approval Sheet.I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than theones listed in this document must be approved by the Building Official.""Contractor Name (Print Name):Ramin Partow""Contractor SignaturDimension Construction""Company Name:^MaiiingAddress: 1045 N. Libsily Strost""City:Jacksonville""Telephone Number:904-249-6094Cell Phone Number:904-294-6094""State:FL""Zip Code:32206""E-mail Address:Fax Number:ramin@dimensionconstruction.bizPage 4 of 4 Updated 06/21/21 BUILDERS ATLANTIC ALUMINUM (4500) SLIDING PATIO DOOR MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL WIDTH PER TYPICAL ELEVATION MAX PANEL WIDTH PER -TYPICAL ELEVATION St OX CONFIGURATION SHOWN ON SHEET 2 JELI}WEN Windows/Doors/Millwork C 4 MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL MAX PANEL WIDTH PER WIDTH PER TYPICAL TYPICAL ELEVATION ELEVATION 1 9 + B 4 0 AA h XO CONFIGURATION ALSO APPROVED rr) APPROVED CONFIGURATIONS ( 1 N.T. S.EXTERIOR ELEV A 4 NON-IMPACT RESISTANT MAX OVERALL WIDTH PER TYPICAL ELEVATION MAX PANEL MAX PANEL WIDTH PER WIDTH PER -TYPICAL TYPICAL ELEVATION ELEVATION 0 9 + *0 CC 33 XX CONFIGURATION ALSO APPROVED APPROVED CONFIGURATIONS PANELS AND FRAME SIZES 1) SHEET 1 SHOWS TYPICAL APPROVED CONFIGURATIONS. 2) TYPICAL FRAME CONFIGURATION ELEVATION SHOWN ON SHEET 2 WITH ASSOCIATED ANCHORAGE REQUIREMENTS. ANCHOR APPLICABLE TO ALL APPROVED CONFIGURATIONS. 3) THE MAXIMUM FRAME AND PANEL SIZE (WIDTH AND HEIGHT) AND THE MAXIMUM NUMBER OF PANELS SHALL NOT EXCEED THAT OF THE TESTED UNITS. C 4 ALLOWABLE DESIGN PRESSURES +50 PSF -50 PSF GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDDITION OF THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 202 & ALL REFERENCES TO GLASS COMPLY WITH ASTM E1300-04e01 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.0 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 7. UNITS GLAZED WITH 3/16" TEMPERED GLASS COMPLY WITH ASTM E1300-04e01 AND ARE NOT IMPACT RESISTANT AND REQUIRE PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS WHERE APPLICABLE. 8. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENT FOR WIND BORNE DEBRIS PROTECTION. 9. EXTERIOR SEAM OF FRAME CORNERS SHALL BE SEALED WITH SILICONE. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16"0 OR 1/4"0 POP RIVETS SHALL BE 5056-H32 ALUMINUM ALLOY OR STRONGER. 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. M LU CD D Z 0- Lf) irD 0 LO eE 0g I -1 =1 Jlf) CO 85 e l it 0.+U X14 .5 (D (D bM 0.- O +2 0D E -0 C0 1@CL . CDC) 3.5 (joi 8 L -4 tO U) 4 1/3crlE- 1@ 8 CE Robert J. Amoruso, P.E. FL P.E. No. 49752 :,1R"i'GE 4;:':44'40 49752 ''·.=-Vt#-«E6 :6Su ' STATE OF .·"<USSS..... -" Ge,6@-e, T 2c Q>OcZ& 0- W 0 LO 0 z 0D CD 0=0 a 0- as rr) <C ro Ik k C.\1 - 00005 N 0\OLLIf) .. 0 0 '8 0 ICO =l 5 41 ER ZI m E821 ii1 =AP LU314 @ Digitally signed by Robert J. Amoruso, P.E. DN: cn=Robert J. Amoruso, P.E., 0=PTC Product Design Group, LLC, ou=FL P.E. No. 49752, FBPE Cert. of Auth. No. 25935, email=robert@ptc-corp.com, c=US Date: 2015.03.09 09:08:14 -04'00' .:E. 22 g3§22E @ 2. 9 5 E e LLI¤ By Mike Jones at 2:15 pm, Apr 06, 2023 SE e UJ I M 0 0 X 0 CD 3" MAXFROM ENDS--- 3"MAX I- FROM ENDS 1- 1- //-\ - I I \4j3Nd»1 - Cl- 0 X X<F X 5 bOT. I.-- il- InC' r- 14" O.C. MAX_- _ TYPICAL 3" MAX FROM ENDS 3"MAX FROM ENDS 36 3/4" MAX FIXED PANEL WIDTH 32 3/4" MAX D.L.O. WIDTH CENTERLINE OF PANEL TYP. 7 1 1#3 72" MAX DOOR WIDTII 36 3/4" MAX ACTIVE PANEL WIDTH B 44 0 1 -1 1 1 CENTERLINE OF PANEL TYP. SEE CLUSTER DETAIL A SHT. 2 TYP. HEAD & SILL CT\\ TYPICAL ELEVATION < 1 N.T. S. JELI}WEN Windows/Doors/Millwork EXTERIOR ELEV 32 3/4" MAX D.L.O. WIDTH SEE CLUSTER DETAIL A SHT. 2 TYP. HEAD & SILL 7 3" MAXFROM ENDS » X 3" MAX FROM ENDS C 4 14" O.C. MAX TYPICAL 3" MAX FROM ENDS 1__L 3" MAXFROM ENDS (2) ANCHORS PER LOCATION, TYPICAL FOR HEAD, SILL, AND JAMBS. SEE ANCHOR SCHEDULE BELOW. SUBSTRATE CONCRETE MASON RY (BLOCK/CMU) TYPE FLAT HEAD > 11/2" MIN. 3" MAX. * INTERLOCK 11/2" MIN. -3" MAX.2" MIN. SEPARATION TYP. CLUSTER DETAIL A CONCRETE AND WOOD FRAME/2X BUCK INSTALLATION TYPICAL HEAD AND SILL ANCHOR NOTES: 1. SEE TYPICAL ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. ANCHORS MAY BE MANUFACTURED BY ELCO OR ITW. 4. SEE ANCHOR SCHEDULE THIS SHEET FOR ANCHOR TYPE, EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 5. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, EDGE DISTANCE OF ANCHORS LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD SHALL BE 3/4" INTO WOOD FRAMING. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 7. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN. 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 9. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 2-TRACK ANCHOR SCHEDULE - HEAD, SILL AND JAMB FRAMING COMPONENTS SIZE 1 /4" 1/4" (CS) & No. 14 (SS) 1 /4" 1/4" (CS) & No. 14 (SS) MANUFACTURER AND/OR SPECIACATION 11-WATTTAPCONS(1) ELCO ULTRACON R 11-W ATT TAPCONS(') ELCO ULTRACON R EMBEDMENT (IN) 1-3/4" 1-3/4" 1" 11/4" EDGE DISTANCE (IN) 11/2" EXTERIOR AND 11/2" INTERIOR f ANCHOR CAPACITIES BASED ON MIN. 2500 PSI CONCRETE STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT (DENSITY> 117 PCF) WOODWITHAMINIMUM SPECIFIC GRAVITY OF 0.55. NO. 14 ANSI 818.6.1 (WS)1" EXTERIOR WOOD 1-1/2"AND 1 /4"ASME 818.6.4 (TS)1" INTERIOR NOTES: 1) ITW (ADVANCED THREADFORM TECHNOLOGY) 410 STAINLESS STEEL TAPCONS WILL BE USED FOR CONCRETE/MASONRY INSTALLATION. 2) El_CO CARBON STEEL (CS) OR 410 STA INLESS STEEL (SS) ULTRACONS WILL BE USED FOR CONCRETE/MASONRY INSTALLATION. 3) FOR WOOD SCREWS (WS) IF SPLITTING IS A CONCERN, DRILL 0.149" (DRILL SIZE 25) PILOT HOLE FOR NO. 14. 4) FOR TAPPING SCREWS (TS) IF SPLITTING IS A CONCERN, DRILL 0.165" (DRILL SIZE 19) PILOT HOLE FOR 1/4" DIA. FL . D Z [1 LO rr) 0 LO 0g I -1 a =1 EIS O Jlf) CO 82 (D I 4 01 0.+U X14 W .5 (1) 11 (D W (L Efi L 8 n q> 3rOT C L Q Dof CO_ 0 -2 c *3 L- -*-' 060 c LSc- E00 0OL< 10 3k U 8- (Dq>_*-.CK -0 03 2. b m E-5 T LE C 0 Z LO 8 C\1 0 Chi If) C\1 LO N0 4-4-1 OI lcD id EL Robert J. Amoruso, P.E. FL P.E. No. 49752 "%;1'q*,4042;:prEN*2.*b20.· 8 ·. SS OF ./2**S*Sk.9 R LPBV%225,5 1@ 8 0 ro 2. k Z ¤D CD O=0 250- as n 00 C) 0 0 g El Digitally signed by Robert J. Amoruso, P.E. DN: cn=Robert J. Amoruso, P.E., 0=PTC Product Design Group, LLC, ou=FL P.E. No. 49752, FBPE Cert. of Auth. No. 25935, email=robert@ptc- corp.com, c=US Date: 2015.03.09 09:08:27 -04'00' <C 2 CO 5::M .:E. 22g3 2 :.3 9 CE E221 *51 859 C 111 5 CK 0 M] CIL r. LL 0 C\1 03 TYP. EXISTING EXTERIOR FINISH EXTERIOR 1.0" WIDE X 0.1875" HIGH WEEP NOTCH, LOCATED 1" FROM EACH FRAME EDGE. SET FRAME SILL IN CONTINUOUS BED OF SEALANT OR CONCRETE 6 TYPICAL(7T) TOP RAIL 3 7 N.T.s,VERT SECTION ANCHORS PER EDGE DIST.ANCHOR SCHEDULE /50 (SEE ANCHOR >'Il li IllllIlll 7 SCHEDULE,2" MIN SHT 2)SEPARATIONJIill// I LU rn i 11111111 / /EXISTING /Ei //HOST mSTRUCTURE/111 1111111111 1/4" MAX / -LLOAD-BEARING =3) 0 - 15 JELI}WEN Windows/Doors/Millwork PERIMETER SEALANT BY OTHERS 27 2 PERIMETER SEALANT BY OTHERS - EDGE DIST. (SEE ANCHOR SCHEDULE, SHT 2) 18 A 3 N.T.s, LU Z 1-U-0- 2 5 -1 LU Z 2 X 27 SHOWN INTERIOR 27 SHOWN 23 HOST SEPARATION ANCHORS PER ANCHOR SCHEDULE FIXED/ACTIVE BOTTOM RAI L VERT SECTION EXTERIOR TYPICALTh TOP RAIL 3 7 N.T.s,VERT SECTION ANCHORS PER EDGE DIST.ANCHOR SCHEDULE ' 1 / \2EEANCHOLILlI / 6/11111111111 111 2" MI N 11 I.- SCHEDULE, ,//SEPARATION/ / EXISTING / TYP. EXISTING f ---1 1Ij)s- 1-HOSTEXTERIOR coSTRUREFINISH- w 1/t© MAX 1 SHIM PERIMETER SEAL_ANT BY OTHERS (33 / @ 27 SHOWI\1 LLI < INTERIOR*Z w ZA * p p27 ( 15 27 SHEIWI\1 1.0" WIDE X 0,1875" HIGH / 15WEEP NOTCH, LOCATED 1" 21FROM EACH FRAME EDGE. SET FRAME SILL IN 18\ / CONTINUOUS BED OF \ -,.-I SEALANT OR CONCRETE 2 -f f»f 3 GPERIMETER SEALANT BY OTHERS *4 117-4 .5;/STRUCTURE *2255 / EDGE DIST.45 (SEE ANCHOR -44/ ///4/5SEPARATION/lili77, .SCHEDULE, ·//7///// /////// ////////// .SHT 2) NOTE: SEE ANCHOR SCHEDULE AND ANCHOR NOTES FOR REQUIRED EDGE DISTANCES AND EMBEDMENTS. C 3 N.T.s, ANCHORS PER ANCHOR SCHEDULE ACTIVE/ACTIVE BOTTOM RAI L VERT SECTION FL . D Z [1 a =1 DEI LO rr) 0 LO 0g I -1 U LCD LO CO 82 (D I 4 01 0.+U X14 w .5 (1) 1 (D W (L Efi L 0_ (D cgaL -1-' DOU CO_ C. CD 0 3 C U)2 3 5 0 0009 =0-<LO O#0 (OVZL L 28> 3 Cl-m.@ 8 1.a 8,2. Z Robert J. Amoruso, P.E. FL P.E. No. 49752 Digitally signed by Robert J. Amoruso,P.E. DN: cn=Robert J. 3*f;f;Ni*N:%,Amoruso, P.E., LI_c, kon11*- 49752, FBPECert. ofAuth. No. 25935, email=robert@ptc- corp.com, c=US Date: 2015.03.09 09:08:37 -04'00' 1@ 8 LO 8 C\1 0 Chi If) C\1 LO N0 0 4- OI lcD id CL ro 2. k Z ¤D CD O=0 250- as n 00 C) 0 0 g El <C 2 CO 5::* .:E. 22g3M:@E 2 :.0- 9 E221 iii 859 C 111 5 CK 0 M] CIL 1'0 03 r. LL 0 ANCHORS PER ANCHOR SCHEDULE Z 0 N U) 406 A U D N LU < LU I UJ (,r) U) 1/4" MAX LOAD-BEARING SHIM llllllllllll/5«EXISTING /HOST/ STRUCTURE' EMBED. EMBED. *i/»10 PERIMETER SEALANT BY 4.. ..1 OTHERS TYP. EXISTING EXTERIOR FINISH © FIXED PANEL JAMBN.T.S.HORIZ SECTION JELI}WEN Windows/Doors/Millwork * VINYL WRAPAROUNDCHANNEL GASKET GLAZING DETAILN.T.S. INTERIOR 5 /\ ACTIVE PANEL 15 (U) ' / FIXE[Y\IEZIMPE PANEL 41 27 SHOWI\1) =0 ----0\ 1 18 -*) NOTE: SEE ANCHOR SCHEDULE AND ANCHOR NOTES FOR REQUIRED EDGE DISTANCES AND EMBEDMENTS. 3/16" TEMPERED GLASS 7/16" MIN. GLASS BITE 27 VERT SECTION INTERLOCKN.T.S.HORIZ SECTION 1/4" MAX -FLOAD-BEARING SHIM 1lillllllll1lilli*!(I'111/ HOST/STRUCTURE *rolli 11 ANCHORS PER ANCHOR 1 SCHEDULE 11 1, -zEMBED.,44// ». - -F. »EMBED. lu)LU ,[_? 'A t TUDN27 SHOWN (jj)/4,-»hPERIMETER SEALANT BY 1 EXTERIOR TYP. EXISTING EXTERIOR FINISH /'Eh ACTIVE PANEL JAMB 4 N.T.S.HORIZ SECTION 3/16"3/16" TEMPERED TEMPERED 7 -r GLASS GLASS«* VINYL WRAPAROUND \CHANNEL GASKET n 7/16" MIN. - GLASS BITE GLAZING DETAILN.T.S.IG VERT SECTION FL . D Z [1 Lf) rr) 0 LO 0g I -1 a =1 EIS O Jlf) CO 82 (D I 4 01 0.+U X14 w .5 (1) 1 (D W aL Ei U, C L *N 00 05n O0E-p DO- .C 0- 2 E 0,&3c CA-W00 g=00<LO Ev2 -0 0 0 =ON 3 Cl-'C CE00Z ·-CL 3 0 LU% CL CL 1@ 8 LO 8 C\1 0 Chi If) C\1 LO N0 0 4-4-1 OI lcD id Robert J. Amoruso, P.E. FL P.E. No. 49752 #33€ I]:19\k--t] ro 2. k Z ¤D CD O=0 250- as n 00 C) 0 0 g El Digitallysigned by Robert J. Amoruso, P.E. DN: cn=Robert J. Amoruso, P.E., o=PTC Product Design Group, LLC, ou=FL P.E. No. 49752, FBPE Cert. of Auth. No. 25935, email=robert@ptc-corp.com, c=US Date: 2015.03.09 09:08:48 -04'00' <C 2 CO 5::* .:E. 22g3M:@E 2 :.0- 9 E221 iii 859 C 111 5 CK 0 M] CIL r. LL 0 03 (2) #6xl" PFH STAINLESS STEEL SCREWS WITH UNTHREADED GUIDE TIP PER FRAME CORNER e Frame Jamb Weep Channel Roller Track A . 404 * 4447e Ihte r C .£*elf 21 '«>br 44 e 1 "for ,/' rolle< ...tracks Z-- SEAL Areas ---> CD FRAME ASSEMBLY DETAIL N.T. S.ISOMETRIC VIEW JELI}WEN Windows/Doors/Millwork (2) #10xO.750" PHILLIPS PAN HEAD SHEET METAL SCREWS 1/4"-20 x 0.750" PHILLIPS PAN HEAD MACHINE SCREW $ TOP RAIL WHEEL ASSEMBLY BOTTOM RAIL (2) #10xO.750" PHILLIPS PAN HEAD SHEET METAL SCREWS © PANEL ASSEMBLY DETAILN.T. S.ISOMETRIC VIEW 1/4"-20 x 0.750" PHILLIPS PAN HEAD MACHINE SCREW FL . D Z [1 a =1 DEI LO rr) 0 LO 0g I -1 U LCD LO CO 82 (D I 4 01 0.+U X14 w .5 (1) 1 (D W (L Ei C.0->. CLE E cn 51 DC -2 0 E C-0 000_ =0<98 E?V (D 28: 1 0-LLm E- To1 0 Z 1-2 830 0 LO 8 0 C\1 - 00 0 0 N 0 \0 10 .. 0C\19 -1 iii O %3 g =l QI r. :1-1 Z 2 3130 1% ro 2. k Z ¤D CD O=0 250- as n CO E221 d jit 9%9 E *.c 111 lili Imil U 2293 Z CL Robert J. Amoruso, P.E. FL P.E. No. 49752 2 *: Np 49752 :05 35·. STA E oF : 4/2 1@ 8 Digitally signed by Robert J. Amoruso, P.E. DN: cn=Robert J. Amoruso, P.E., o=PTC Product Design Group, LLC, ou=FL P.E. No. 49752, FBPE Cert. of Auth. No. 25935, email=robert@ptc- corp.com, c=US Date: 2015.03.09 09:09:02 -04'00' <C 2 5 CK 0 M] CIL LO 03 r. LL 0 31 32 33 34 35 36 37 38 4,125" 3.625" -r· · 0,058" | - [| 0,062'1 1 1 501 „-i U --0.168'1- ® MAIN FRAME HEAD 6"=1'-OMAIN FRAME SILL 6" = 1'-0" BOTTOM RAIL INTERLOCK WITHOUT SCREW BOSS 6" = 1'-0" MATERIALS LIST ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26 27 28 29 30 17 18 19 20 21 22 23 24 25 - 2.125" - r O.292" --L E -0.062" ®H.D.6" = 1'-0" 2.438"-1-(51) b g » 0 -r0.062" PART# SGD2MH SGD2TEM SGD2MJ SGDLST ASDINT SGDBRM SGDBRF SGDTPR ASDASF ASDASM 01257 01053 03329 SCRl OS 01052 00009 00003 00010 SGD20AM 25609 SGDPPI SGDWHL SGDPPE SGDFPC 25474 25476 25521 25538 25503 25498 25499 01051 25755 05478 DESCRIPTION FRAME HEAD FRAME SILL FRAMEJAMB LOCK STILE H.D. INTERLOCK PANEL BOTTOM RAIL WITHOUT SCREW BOSS PANEL BOTTOM RAIL WITH SCREW BOSS TOP RAIL FEMALE ASTRAGAL MALE ASTRAGAL TOP RAIL WEATHER SEAL BOTTOM RAIL WEATHER SEAL STATIONARY PANEL JAMB CLIP #10 X 3/4" ASSEMBLY SCREW V-12 (3/16") GLAZING VINYL 350-RP-223 1" X 2" X 1/8" TUBE 1/2" X 1 -1/4" BAR #10 X 1 " SELF-DRILLING SCREW 3/4" X 3/4" X 1/8" TUBE 2" SILL RISER HEAD AND SILL NEGATIVE PRESSURE CLIP CLAW TYPE LOCK OPERATING PANEL ROLLER ASSEMBLY LOCK ASSEMBLY 1-1/2" X 1" X 1/16" ANGLE #6 X 3/4" SMS 3/16" TEMPERED GLASS 3/16" TEMPERED IG GLASS STACK IG FEMALE ASTRAGAL IG MALE ASTRAGAL IG LOCKSTILE INTERLOCK STILE IG TOP RAIL IG FIXED BOTTOM RAIL IG MOVING BOTTOM RAIL V-11 (1/4") GLAZING VINYL TP-149 (not shown) V-10 IG GLAZING VINYL TP-35 IG Spacer MATERIAL 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 VINYL 6063-T6 STEEL STEEL STEEL 6063-T6 6063-T6 ALUMINUM 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 REMARKS FIN SEAL WOOL PILE ASTM E-2203 - Durometer = 75 FEMALE ASTRAGAL REINFORCEMENT MALE INTERLOCK REINFORCEMENT BOTTOM RAIL REINFORCEMENT DNS 1400 OR EQUAL ASTM E-2203 - Durometer = 75 ASTM E-2203 - Durometer = 75 3.500"0.060" 04-0.687". r·181"f a ITfu U I J?L_J -1 '0.058"J 1.941" ® MAIN FRAME JAMB LOCK STILE 6"=1'-0" 6"=1'-0" G 2.) g 00 '2_51 00.062" 1 BOTTO M RAI L ® WITH SCREW BOSS6" = 1'-0" 0 r. 0 .H 4,0.070" -- 0.535" g- 1.070" 4 STATIONARY PANEL - JAMB CLIP 6" = 1'-O" -1.250"- I Vt0.500" STEEL H.D. INTERLOCK /-\ REINFORCEMENT 6" = 1'-O" b 0 0 .-1 1.375" 0.062 ®TOP RAI L 6" = 1'-0" -2.000" - 11 1 1 1 J kfQ -4 E 0.125" STEEL FEMALE - ASTRAGAL REINFORCEMENT 6" = 1'-O" r O.750"to 0.125" 0.750" | 1 STEEL BOTTOM - RAIL REINFORCEMENT 6" = 1'-O" 0.085"-JL 0 0 In T. -L F- 7-vin _-0.085'TI- I FO.060"H 1.098"4 14 1 dj HEAD AND SILL SILL RISER /-\NEGATIVE PRESSURE CLIP 6" = 1'-O" 2.045" Tr 0.495" J !1@ 3 = 1-o" FL LU . D Z [1 Z LO 0 tO A ) 00 0: 0 4 =1 Ezzl O J LO CO f - 0085E 0 1 0..+U X14 .5 (D 1 (1) Ul 4 L g n C 0 Z 30 .E OL E B- IEC 1 005 3 LCDCo (D 00 C -4. E U 0 := 0 1 0- mE E CL E 8 0. LO 8 E 8 0'1 - 00 0 0 N 0 \0 LO .. 00,19 -1 N o M 0 0 4- 4- 0MA|j 00 « Id14 CL Robert J. Amoruso, P.E. FL P.E. No. 49752 /ft;=*,0,A·0,2 E OS,040SQU Ne 49752 :05 C·. STATE OF ..:*f' 0 R.9.-*.4,4467/Less' <C k Z62 0D 2 2 (-5 0=02d 05 11 4 Digitally signed by Robert J. Amoruso, P.E. DN: cn=Robert J. Amoruso, P.E., 0=PTC Product Design Group, LLC, ou=FL P.E. No. 49752, FBPE Cert. of Auth. No. 25935, email=robert@ptc-corp.com, c=US Date: 2015.03.09 09:09:13 -04'00' (0 3 . graM L5: 2283§22% 2 :..0 0 EE-8 &E@ . a> 2 5 ti] CE 0 ¤ r. LL 0 (D m CO r. In 01 0.060" U Ul 0.060"-1 n n 2.439" C C 5 _20.125"-2_5- ir b N .r 61 00 03 .r 61 1 1.941" 0.060" 0.094" 0.060" 0.060" 1.941" - m 68 rl r O.292" --0.062" 0.062" FO.111"r O.165"=«+Nfl 2.059" /-\ IG FEMALE ASTRAGAL /-\IG MALE ASTRAGAL -IG LOCKSTILE -INTERLOCK STILE6"=1'-O" 6"= 1,-0" 6"= 1,-0" 0 6"= 1,-0" uu 10.094"-| =' 0.062" -- E g=C N g nn 0.062"J 2.437" FEMALE ASTRAGAL6" = 1'-0" JELI}WEN Windows/Doors/Millwork F 0.094" 1 0.062" -0.062" 41.907" - /-\ MALE ASTRAGAL 6" = 1'-0" - 0.890,1- -YA *a062"8 6-d40.062.O.062" -1.040" 4 -1 TOP RAIL6"= 1'-0. b 3 9-1 -1 1.024" r O.058" 4=1= (r) - 9 N 00 0.058" 3 E 40.890" _ ® FIXED BOTTOM RAI L6" = 1'-0" f 1.040" I 0.062" 0.062" 0,890" MOVING BOTTOM RAI L6" = 1'-0" FL . D Z [1 LO rr) 0 LO 0g I -1 a =1 EIS O Jlf) CO 82 (D I 4 01 0.+U X14 W .5 (1) 11 (D W L 8 n C 0 Z (L Efi DO /5 0. E oP DCI 005 3 C C- (D 00 C 00<10 G url EL 0 0-WO -0 0 := 0 3 0- m E 1@ 8 LO 0 C\1 0 Chi If) C\1 LO N0 0 4-4-1 OI lcD id CL Robert J. Amoruso, P.E. FL P.E. No. 49752 20.e ..6:Ff: N* 49752 '.05 ·. STAFE OF .82 44,42#bk,;,0 ro 2. k Z ¤D CD O*0 25 0- as n 00 C) 0 0 g El Digitally signed by Robert J. Amoruso, P.E. DN: cn=Robert J. Amoruso, P.E., 0=PTC Product Design Group, LLC, ou=FL P.E. No. 49752, FBPE Cert. of Auth. No. 25935, email=robert@ptc-corp.com, c=US Date: 2015.03.09 09:09:24 -04'00' <C 2 CO 5::* .:E. 22g3M:@E 2 :.0- 9 CE E221 iii 859 C 111 5 CK 0 M] CIL r. LL 0 03 8U 1 s HardiePanel vertical siding w b 3/8 in 2 in moderate contact EFFECTIVE DECEMBER 2019 SMOOTH | CEDARMILL© | STUCCO | SIERRA 8 Visit jameshardiepros.com for the most recent version. HS1236 P1/3 12/19 HardiePanel® Vertical Siding IMPORTANT: FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS, AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE. FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY. BEFORE INSTALLATION, CONFIRM YOU ARE USING THE CORRECT HARDIEZONE® PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE.COM OR CALL 1-866-942-7343 (866-9-HARDIE) . . GENERAL REQUIREMENTS: • These instructions to be used for single family installations only. **For Commercial / Multi-Family installation requirements go to www.JamesHardieCommercial.com • HardiePanel® vertical siding can be installed over braced wood or steel studs, 20 gauge (33 mils) minimum to 16 gauge (54 mils) maximum, spaced a maximum of 24 in o.c. or directly to minimum 7/16 in thick OSB sheathing. See General Fastening Requirements. Irregularities in framing and sheathing can mirror through the finished application. Correct irregularities before installing siding. • Information on installing James Hardie products over non-nailable substrates (ex: gypsum, foam,etc.) can be located in JH Tech Bulletin 19 at www.jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements. The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap® Weather Barrier, a non-woven non-perforated housewrap¹, which complies with building code requirements. • Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6 in. in the first 10 ft. • Do not use HardiePanel verticalsiding in Fascia or Trim applications. • Do not install James Hardie products, such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on flat vertical wall applications only. • For larger projects, including commercial and multi-family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin “Expansion Characteris- tics of James Hardie® Siding Products” at www.jameshardie.com. • James Hardie Building Products provides installation/wind load information for buildings with a maximum mean roof height of 85 feet. For information on installations above 60 feet, please contact JH technical support. • Minimum standard panel design size is 12" x 16". Note: Panels may be notched and cut to size to fit between windows, doors, corners, etc. INSTALLATION: Fastener Position fasteners 3/8 in from panel edges and no closer than 2 in away from corners. Do not nail into corners. • HardiePanel vertical siding must be joined on stud. • Double stud may be required to maintain minimum edge nailing distances. • When screws are used to attach panels to steel studs/furring, the screws shall have wing tips. If screws do not have wing tips, then pre-drilling is required. (Not applicable when using pins) Follow chart below for pre-drilling: SCREW PRE-DRILL HEAD DIAMETER No. 8 7/32 in Min 0.323 in No. 10 1/4 in Min 0.323 in Joint Treatment • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively joints may also be covered with battens, PVC or metal jointers or caulked (Not applicable to ColorPlus® Finish) (fig. 2). • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Figure 3 Figure 1 heathing Batten Joint Figure 2 “H” Joint (Caulking Joints is not applicable to ColorPlus® Finish) Caulk Joint ater-resistive arrier water-resistive barrier water-resistive barrier 2 x 4 stud water-resistive barrier 2 x 4 stud Figure 4 Recommendation: When installing Sierra 8, provide a double stud at panel joints to avoid *Apply caulk in accordance with caulk manufacturer’s written application instructions. leave appropriate gap between panels, then caulk* nailing through grooves. **James Hardie recommends installing a rainscreen (an air gap) between the HardiePanel siding and the water-resistive barrier as a best practice. James Hardie recommends that you consult your design professional if you have questions regarding the use of rainscreen on your single family project. ¹For additional information on HardieWrap™ Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardiewrap.com 2 x 4 stud water-resistive barrier upper panel Do not 1/4" gap Caulk Z-flashing lower panel water-resistive barrier upper panel Do not 1/4" gap Caulk Z-flashing decorative band board lower panel STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS 1. Position cutting station so that airflow blows dust away from the user and others near the cutting area. 2. Cut using one of the following methods: a. Best: Circular saw equipped with a HardieBlade® saw blade and attached vacuum dust collection system. Shears (manual, pneumatic or electric) may also be used, not recommended for products thicker than 7/16 in. b. Better: Circular saw equipped with a dust collection feature (e.g. Roan® saw) and a HardieBlade saw blade. c. Good: Circular saw equipped with a HardieBlade saw blade. INDOORS DO NOT grind or cut with a power saw indoors. Cut using shears (manual, pneumatic or electric) or the score and snap method, not recommended for products thicker than 7/16 in - DO NOT dry sweep dust; use wet dust suppression or vacuum to collect dust. - For maximum dust reduction, James Hardie recommends using the “Best” cutting practices. Always follow the equipment manufacturer’s instructions for proper operation - For best performance when cutting with a circular saw, James Hardie recommends using HardieBlade® saw blades. - Go to jameshardiepros.com for additional cutting and dust control recommendations. IMPORTANT: The Occupational Safety and Health Administration (OSHA) regulates workplace exposure to silica dust. For construction sites, OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer’s instructions results in exposures below the OSHA Permissible Exposure Limit (PEL) for respirable crystalline silica, without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations, consult a qualified industrial hygienist or safety professional, or contact your James Hardie technical sales representative for assistance. James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. HardiePanel® Vertical Siding min 4 in. x 4 in. CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Roof to Wall Min. 1 in. Figure 4 Horizontal Flashing Min. ¼ in. Do not caulk Figure 5 Kickout Flashing Figure 6 Slabs, Path, Steps to Siding Min. 1 in. Figure 7 Deck to Wall Figure 8 Ground to Siding Figure 9 Gutter to Siding Figure 10 Sheltered Areas Figure 11 Mortar/Masonry Z-Flashing Min. 1 in. Min. 6 in. Z-Flashing Min. ¼ in. 1in. Min. ½ in. Figure 12 Drip Edge Figure 13 Block Penetration (recommended in HZ10) Z-Flashing Min. ¼ in. Do not caulk Figure 14 Valley/Shingle Extension Do not bridge floors with HardiePanel® siding. Horizontal joints should always be created between floors, see below). GENERAL FASTENING REQUIREMENTS Refer to the applicable ESR report online to determine which fastener meets your wind load design criteria. Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2018 IRC R317.3 or 2018 IBC 2304.10.5 •Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads.•NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure ofapplicable compliance documentation.•Drive fasteners perpendicular to siding and framing.•Fastener heads should fit snug against siding (no air space).•NOTE: Whenever a structural member is present, HardiePanel® should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywoodshould only be used when traditional framing is not available. HS1236 P2/3 12/19 As required STAPLES CLIPPED HEAD NAILS AL ALUMINUM FASTENERS DO NOT USE COUNTERSINK & FILL OVER SLANT DRIVE IF, THEN ADDITIONAL NAIL FACE NAIL DO NOT REMOVE & REPLACE HAMMER FLUSH STEEL FRAME WOOD FRAME UNDER DRIVE IF, THEN DO NOT Extend shingles at least 1 in. out from the fascia when gutters are present by IRC code Z-Flashing SNUG FLUSH L-Flashing Z-Flashing Min. ¼ in. HardiePanel® Vertical Siding PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions. Note: some caulking manufacturers do not allow "tooling". PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: •Ensure the surface is clean, dry, and free of any dust, dirt, or mildew •Repriming is normally not necessary •100% acrylic topcoats are recommended •DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. •Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature •DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE •Care should be taken when handling and cutting James Hardie ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue orconstruction dust left on the product, then rinse with a garden hose.•Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with a new piece of siding with ColorPlus® Technology.•Laminate sheet must be removed immediately after installation of each course.•Terminate non-factory cut edges into trim where possible, and caulk. Color matchedcaulks are available from your ColorPlus® product dealer.•Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer.Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. HS1236 P3/3 12/19 WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. For more information go to P65Warnings.ca.gov. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-1844, HardiePanel® vertical siding is recognized as a suitable alternate to that specified in the 2006, 2009, 2012 & 2015 International Residential Code for One-and Two-Fami- ly Dwellings and the 2006, 2009, 2012 & 2015 International Building Code. HardiePanel vertical siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida Product Approval FL#13223, Miami-Dade County Florida NOA No. 17-0406.06, U.S. Dept. of HUD Materials Release 1263f, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. © 2019 James Hardie Building Products, Inc. All rights reserved TM, SM and ® denote trademarks or registered trademarks of James Hardie Technology Limited. Product warranties, safety information and additional installation information are available at jameshardiepros.com DANGER: May cause cancer if dust from product is inhaled. Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product. Refer to the current product Safety Data Sheet before use. The hazard associated with fiber cement arises from crystalline silica present in the dust generated by activities such as cutting, machining, drilling, routing, sawing, crushing, or otherwise abrading fiber cement, and when cleaning up, disposing of or moving the dust. When doing any of these activities in a manner that generates dust you must (1) comply with the OSHA standard for silica dust and/or other applicable law, (2) follow James Hardie cutting instructions to reduce or limit the release of dust; (3) warn others in the area to avoid breathing the dust; (4) when using mechanical saw or high speed cutting tools, work outdoors and use dust collection equipment; and (5) if no other dust controls are available, wear a dust mask or respirator that meets NIOSH requirements (e.g. N-95 dust mask). During clean-up, use a well maintained vacuum and filter appropriate for capturing fine (respirable) dust or use wet clean-up methods - never dry sweep. SILICA WARNING Addendum to NAMICertification No: NI011567.04-R3Reviewed By:Date Reviewed: 07/25/2017By Mike Jones at 2:16 pm, Apr 06, 2023 8385 White Oak Ave. Rancho Cucamonga, CA 91730 Phone: 626.409.8650 Project No.: 2001-14.3 Date: December 14, 2020 Rathisha Sabaratnam, Sr. R&D Technical Services Specialist James Hardie Building Products, Inc. 10901 Elm Ave. Fontana, CA 92337 Subject: NOA 20-0730.06 for Compliance with 2020 Florida Building Code (7th Edition) Dear Rathisha, At your request in reference to the Miami Dade Checklist requirements, based on my review of applicable sections of the 2020 Florida Building Code and the submitted test reports, it is my professional opinion that the siding products listed in the attached NOA meet the requirements of the 2020 Florida Building Code. At your request, based on my review of applicable sections of the 2020 Florida Building Code and the submitted test reports for the subject products listed in the above referenced NOA, it is my professional opinion that the siding products listed in the NOA meet the requirements of the 2020 Florida Building Code. Attached are the updated stamped product installation drawings. The following are referenced standards in the 2020 FBC: (1) Wood: AWC NDS-2018 & SDPWS-2015 (2) Structural Design: ASCE 7-16 (3) Concrete: ACI 318-14 (4) Masonry: TMS 402-2016 (5) Structural Steel: AISC 360-16 and 2017 AISC Steel Construction Manual (6) Cold-formed Steel: AISI 100-16 (7) Aluminum: AA ADM1-2015 In addition, I make the following Statement of Independence: (a) I, V. Andrew Tan, do not have nor intend to acquire or will acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued. (b) CAE is not owned, operated or controlled by any company manufacturing or distributing products we evaluate or inspect. (c) CAE does not have, nor will it acquire financial interest in any company manufacturing or distributing products for which reports are being issued. (d) CAE does not have, or will it acquire a financial interest in any other entity involved in the approval process of the product. Please feel free to contact me for any questions, thank you again for your business. Respectfully submitted, CAE, Inc. V. Andrew Tan, P.E., exp. 2/28/21 Principal Engineer Attachments: (1) NOA 20-0730.06 NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 Page 1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by V. Andrew Tan, P.E. on 09/29/2020, bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer’s name or logo, Plant City, Florida, and the following statements: “ASTM C 1186 Type A compliant” and “Miami-Dade County Product Control Approved” is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0821.21 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 E - 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS “Submitted under NOA # 13-0311.07” 1. Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS “Submitted under NOA # 13-0311.07” 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. “Submitted under NOA # 02-0729.02” Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS “Submitted under NOA # 15-0122.04” 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 20-0730.06 Expiration Date: May 1, 2022 Approval Date: November 12, 2020 E - 2 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. PNL, PLK & SOFF, titled “HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction”, sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by V. Andrew Tan, P.E. on 09/29/2020. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 7th Edition (2020) of the FBC and of no financial interest issued by Construction Applied Engineering, dated 07/22/2020, signed and sealed by V. Andrew Tan, P.E. “Submitted under NOA # 17-0821.21” 2. Statement letter of code conformance to the 6th Edition (2017) FBC and of no financial interest issued by Ronald I. Ogawa & Associates, Inc., dated 07/30/2017, signed and sealed by Ronald I. Ogawa, P.E. 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Consult the HardieSoffit product installation instructions on the following pages for all other installation requirements. •For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report ER 2001-13.1 or 2001-13.2. Consult the HardieSoffit product installation instructions on the following pages for all other installation requirements. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie® products near the ocean, large bodies of water, or in very humid climates. Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preserva- tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 • Consult applicable product evaluation or listing for correct fasteners type and placement to achieve speciﬁed design wind loads. • NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have speciﬁc jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should ﬁt snug against siding (no air space). • NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. HardieSofﬁt® Panels SF1204 P2/3 04/19 Figure 5 • For wood frame construction a minimum 4d common nails spaced 8 in o.c. at panel edges and intermediate framing members spaced up to 24 in on center are suitable in most locations*. • For conventional 20ga - 16ga steel frame construction a minimum No. 8-18 x 0.323 in HD x 1 in long ribbed bugle screws spaced 6 in o.c. at panel edges and intermediate framing members spaced up to 24 in on center are suitable in most locations*. *Minimum Basic Wind Speed differs by locality. Where speciﬁed levels of wind resistance are required, refer to applicable Building Code Compliance Reports. FASTENER REQUIREMENTS Figure 6 Self-adheringmembrane Step flashing Housewrap Drip edge Kickoutﬂashing Self-adheringeaves membrane Because of the volume of water that can pour down a sloped roof, one of the most critical ﬂashing details occurs where a roof intersects a sidewall. The roof must be ﬂashed with step ﬂashing. Where the roof terminates, install a kickout to deﬂect water away from the siding. It is best to install a self-adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. KICKOUT FLASHING Figure 6, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : “...ﬂashing shall be a min. of 4” high and 4” wide.” James Hardie recommends the kickout be angled between 100° - 110° to maximize water deﬂection PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A ﬂush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difﬁcult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). Figure 5 Maintain a minimum 1 in gap between gutter end caps and siding & trim. fascia siding 1 in min. gutter and end cap Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5.” 3/8 in from edge of sofﬁt keep fasteners2 in awayfrom corners 24” o.c. max.Figure 4 Greater than 12 in Wide Sofﬁt Figure 3 1 in from end of sofﬁt 3/8 in from edge of sofﬁt less than or equal to 12 in Wide Sofﬁt ALUMINUM CLIPPED STAPLES HEAD NAILS FASTENERS UNDER DRIVE OVER DRIVE SLANT IF, THEN IF, THEN ADDITIONAL NAIL WOOD FRAME HAMMER FLUSH REMOVE & REPLACE COUNTERSINK & FILL STEEL FRAME FACE NAIL DO NOT DO NOT DO NOT USE AL SNUG FLUSH PAINTING CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer’s written instructions. Note: some caulking manufacturers do not allow "tooling". DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products. Factory-primed James Hardie products must be painted within 180 days of installation. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers speciﬁcations. Back-rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all ﬁeld cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. HardieSofﬁt® Panels PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS® TECHNOLOGYWhen repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application:• Ensure the surface is clean, dry, and free of any dust, dirt, or mildew• Repriming is normally not necessary• 100% acrylic topcoats are recommended• DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products.• Apply ﬁnish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature• DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE • Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. • Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank® lap siding with ColorPlus® Technology. • Laminate sheet must be removed immediately after installation of each course. • Terminate non-factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. • Treat all other non-factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. SF1204 P3/3 04/19 Product warranties, safety information and additional installation information are available at jameshardiepros.com © 2019 James Hardie Building Products, Inc. All rights reserved TM, SM and ® denote trademarks or registered trademarks of James Hardie Technology Limited. WARNING: This product can expose you to chemicals including respirable crystalline silica, which is known to the State of California to cause cancer. For more information go to P65Warnings.ca.gov. RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-2273, HardieSofﬁt® panel is recognized as a suitable alternate to that speciﬁed in the 2006, 2009, 2012 & 2015 International Residential Code for One and Two-Family Dwellings, and the 2006, 2009, 2012 & 2015 International Building Code. HardieSofﬁt panel is also recognized for application in the following: State of Florida Product Approval FL13265, Miami-Dade County Florida NOA No. 17-0406.06, U.S. Dept. of HUD Materials Release 1263f, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California DSA PA-019. These documents should also be consulted for additional information concerning the suitability of this product for speciﬁc applications. DANGER: May cause cancer if dust from product is inhaled. Causes damage to lungs and respiratory system through prolonged or repeated inhalation of dust from product. Refer to the current product Safety Data Sheet before use. The hazard associated with ﬁber cement arises from crystalline silica present in the dust generated by activities such as cutting, machining, drilling, routing, sawing, crushing, or otherwise abrading ﬁber cement, and when cleaning up, disposing of or moving the dust. When doing any of these activities in a manner that generates dust you must (1) comply with the OSHA standard for silica dust and/or other applicable law, (2) follow James Hardie cutting instructions to reduce or limit the release of dust; (3) warn others in the area to avoid breathing the dust; (4) when using mechanical saw or high speed cutting tools, work outdoors and use dust collection equipment; and (5) if no other dust controls are available, wear a dust mask or respirator that meets NIOSH requirements (e.g. N-95 dust mask). During clean-up, use a well maintained vacuum and ﬁlter appropriate for capturing ﬁne (respirable) dust or use wet clean-up methods - never dry sweep. SILICA WARNING