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HomeMy WebLinkAboutREVISION 3-5-19OFFICE USE ONLY: DATE FILED: 3 ` S 8CW REVISION FEE: �]& ab BY Lucie ( 9 LOCATION/SITE ADDRESS: 581 Beach Avenue -Port St. Lucie, Florida 34952 PERMIT # 1712-0753 RECEIPT # 14 90 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE F0I T PIERCE, FL 34982-5652 RECEIVED (772) 462-1553 MAR 0 5 2019 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION ST. Lucie County, Permitting DETAILED DESCRIPTION OF PROJE REVISIONS: Covered Porch columns changed from steel to CMU. Porch changed from wood beam to concrete and lintels. 4 windows at front (#'s A, B, C, & D) changed to 1 window (D.) Exterior door (#7) changed from PGT to Therma-tru manufacturer. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 'o CITY: PHONE (DAYTIME): 'OWNER/BUILDER INFORMATION: NAME: Herbert & Kathleen Yancy ADDRESS: 4217 Sunrise Blvd. CITY: Fort Pierce PHONE (DAYTIME: (772) 475-3743 STATE: ARCHITECT/ENGINEER INFORMA NAME: Kathleen S. Yancy ADDRESS: 4217 Sunrise Blvd. CITY: Fort Pierce PHONE (DAYTIME): (772) 475-3743 SLCCC: 9123109 Revised 06130/17 ST. LUCIE CO CERT. #: ZIP: FAX: ATE: FL ZIP: 34982 ram. M W M m GSA 'n T4 File Copy Planning,& Developn�� ,'t Services Department ` `Building &Regulations Division RECCIVE® Product Review Affidavit F MAR 0 5 2019 Building Permit # 1712-0753 Owners Name Kathleen Yancy Ap I}i $ Aunty, Permitting Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows Casement +36 / -39 +70 / -70.1 PGT Series "CA-740" NOA # 17-0614.14 1 See attached NOA Casement/Fixed +36 / -39 +55.6 / -55.6 PGT Series "CA-740" NOA # 17-0614.14 1 See attached NOA Awning +38 / -51 +70 / -90 PGT Series "AW-740" NOA # 17-0614.20 1 See attached NOA Mullions +36 / -39 +160 / -160 PGT Series "PGT" NOA # 16-0218.03 N/A See attached NOA Fix, Glass N/A Not included in project Bled(Glass N/A Not included in project Skylights N/A Not included in project Sliding Glass Doors +34 / -43 +46.67 / -130 PGT Series "770-HP" NOA # 17-0420.13 G4 See attached NOA Swing Type Doors +34 / -43 +67 / -67 ThermaTru Smooth Star FL-5891.2 & N/A See attached NOA (+34 / -37) (+50 / -50) FL-5891.5 (FL7630.1) (1) French Doors -VIA / -37 +70 / -80 PGT Series "FD-750" NOA # 16-0629.16 A See attached NOA Garage Do ., ' < 2 / -39 +46 / -52 Clopay Modern Steel 9208 NOA # 16-0607.10 A See attached NOA Hurricane P E t/A Not included in project Roof ventil • 3: _ F CertainTeed 12" Unfiltered NOA# 15-0831.06 N/A See attached NOA c�� Roofing Maferi CertainTeed Landmark Pro NOA# 16-1109.18 N/A See NOA Shingles attached ^, Underlayment Cert i. % " H®fi r4slect NOA# 14-1028.02 N/A See attached NOA I haver mponents or cladding and I ha ,�►a>f ot�e� e i�ihiss'ucture. These products provide adequate resistance to the wind o „ cified by current code pr`oVisio4sT�; �Fj2 Name: ENGINEERING Signature: �^ G� Design Prof: MICHAEL A. LUE 4 4752 d Date: ••mil 0 .• w e�i_ F� C� 1llNP aye 3-1-19 seal Yancy Residence Product Approvals j Revised 2019-03-04 # NOA or Florida Manufacturer & Product Evaluation pages Report Number PGT CA-740 & PGT CA-740-F 1. Casement & Fixed Casement 14 17-0614.14 Window 1 2 PGT AV,1-740 14 17-0614.20 Projected Awning Window 3. PGT Mulls 28 16-0218.03 PGT 770-HP 4 Sliding Glass JDoor 14 17-0420.13 5. Thermatru 3'-0" x 8'-0" 8 FL-5891.2 & Smooth Starl door FL-5891.5 6. Thermatru 3'-0" x 8'-0" 11 FL-7630.1 Smooth Star Glazed door 7 Clopay Overhead Garage Door 7 16-0607.10 8 I Certainteed 12" Unfiltered 4 15-0831.06 Roof Vent CertainTeed Landmark Pro 9 Shingles I 6 16-1109.18 Certainteed ,,N.Kr~ 10. Roofing Underlayment .9 Total Pages 121 r3. OPY i t R W R W Building B Consulting and Engineering C P.O. Box 230 Valrico. FL Florida Board of Professional Engine( consultants, Inc. rvices for the Building Indust 595 Phone 813.659.9197 Certificate of Authorization o. 9813 RECEIVED MAR 0 5 2,019 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation "Smooth Star", "Fiber Classic" Exterior Swinging Exterior Door 118 Industrial Drive "Classic Craft"'& "Classic Craft Rustic" Doors Assemblies Edgerton, OH 43517 Glazed F be erg ass!Si, fi-1 0 Phone 419.298.1740 Inswrin / Outswing," Impactlb Scope: This is a Product Evaluation report issued by R W Corporation based on Rule Chapter No. 61G20-3, Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. c manufacturing or distributing the product or in any other herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details, or stucco. Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tru 1 D of the State of Florida Product Approval, Department of have nor will acquire financial interest in the company involved in the approval process of the product named (2017) Florida Building Code (FBC) structural requirements embedment to base material shall be beyond wall dressing 3. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. -4. For 2x stud framing construction, anchoring of these units shall be the 5. Site conditions that deviate from the details of drawing FL-7630.1 registered architect. same as that shown for 2x buck masonry construction. require further engineering analysis by a licensed engineer or 6. See drawing FL-7630.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testinq Laboratory Signed by TEL 06-0831-1 ANSI/AAMA/NWWDA 101/I.S.2/A440-05 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. ASTM E1886-02/1996-02 ASTM E330-02 ASTM E1886-02/1996-02 2. Miami Dade NOA Materials Testing 17-0712.04 Saflex PVB® Interlayer (Eastman Chemical Company) 3. Drawing No. Prepared by No. FL-7630.1 RW Building Consultants, Inc. (CA #9813) 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying.that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 ofil TEL 01460274 0 Testing Evaluation Lab.,lnc. V. K. Wright Lyndon F. Schmidt, P.E. FL PE No. 43409 10/17/2017 0 THERMAITRU THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, ❑H 4351 7 �1101THS'A "FIBER CLASSIC'; "CLASSIC CRAFT' & "CLASSIC CRAFT RUSTIC" G_ LAZEDwTUSE�RG- AS aS'SI t� L�Ep �OR` ANYI WI�lPf� -BUTS VING�'. rt r'IMP_ A,CT'" o - GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). — 2--Product anchors shall be as listed and spaced ae shown on detalls. Mchor embedment to base material shall be beyond wad dressing or stucco. 3. When used in areas requHng wind bome debris protection this product complies with FBC y Sections 1609.12 & R301.21.2 and does not require an Impact resistant covering. This product meets missile level "W and includes Wind Zone 4 as defined in ASTM Ell 996 and FBC Sections 1609.1.2.2 & R301.212.1. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET@ DESCRIPAON 1 Typical elevations, design pressures & general notes 2 Smooth Star door panel & glaring details 3 Fiber Classic door panel & glaring details 4 Classic Croft/Classic Craft Rustic door panel & glaring details 5 Horizontal cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 I Frame anchoring -1 X buck masonry construction 9 Components 10 Bill of Materials 37.7u MAX. FRAME WIDTH 36A0" MAX. PANEL WIDTH "SMOOTH STAR", "FIBER CLASSIC" "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" ;SWING �� � OVERALL DIMENSION OVERALL �_DIhAEN51pN DESIGN PRESSURE (PSF7= POSITIVE . NEGATIVE;'. INSWING 37.75" x 98.00" 21.00" x 78.75" +50.0 -50.0 OUTSW t37 73x 96"75,,27 00 xn7875" +S0 0` d J0`Os rYvn•� 0 z s31 OF i R:\Mnts\Tnerma Tru PER ANENT\A - Florida Product ApprovalsVI-7630\C - Drawings\FL-7fi30 (7D37)(FL-7630.1•.S.dwg, 2.1 W n °z i P � aZ� � Z mG)z 0� luunn// ucENea•. �. No.49409 October 17, 2017 - pp gg $ PRODUCT: mente FM—p—d A I THERMA—TRU GLAZED FIBERGLASS DOOR Lyndon F. Schmidt PrNo. 43409 4j 0\� // \4/Q .....••�\ IN � $ W Z N . p 3 10 17 17 UPDATE TD 6TH ED. 2017 FBC JK /� �/��]�� BUILDING CONSULTANTS IRC. 2 1129115 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: p L1 p 00 1 6 11 12 UPDATE 70 2010 FBC JK SMOOTH STAR DOOR PANEL GLAZING DETAILS VV P.O. Box 230, Wriao, FL 33595 Phone No.: 813.689.9197 NO DATE BY REVISIONS FBPE CA No. 9813 0 2DD9 R.W. BUILDING DONem-rANTS IND. R:JCTII s\Themia Tlu PERMANENT'IA- Florida Pmdud AppmvalsVL-7630\L- Dmwings\FL-7630 (2017 VV7630.1,54M, 3.1 I 78J5' MAX. D.L.O. x1 I .sa' C OW I T-�{ li ^3 00 D� mG)z >o w 0 0 A Q Gi ni 1W1' � N n� F G:>�Z�mA1I� c1 ; �W Ay�yw & Z^^ V/ Z D N T N> -0 V l (mT I n� Z m m m > O < m C1 WIN ON P$ FA 1111111/I�� 8CNIyjO �''�. VCEHBt;••. i' �� No.43409 October 17, 2017 R $ I PRODUCT. V"ummtm fImpared .�; STM ,•• �. it P3 THERMA-TRU Lyndon F. Schmidt �, ROFtWl'..� to GLAZED FIBERGLASS DOOR P.E. No. 43409 �j e ••• z ro 3 10 17 17 UPDATE TO sTN ED. 2 17 PaC JKI /����. NAL �� f.4 2A O 1 6 1129175 BUWNG CONSULT 12 UPDATE TO 20 0 �CPDATE TO2014 FBC LFS PART E ASSEMBIY; ��/�% P.O, Box 230, VaI�tFL 33593 to Oa NO D TE l3Yl FIBER CLASSIC DOOR PANEL NV phone No.: 613.639.9187 REVI 0 S 1 &GLAZING DETAILS FSPE C.A. No. 9813 0 2009 R.W. BUILDING co NBULTANTs INC. I It �ulenu�l,rertna 1 ru rcnrwncn i y, • rwnua nwuu.y,yrvvenv�•.vw W - urawm{pvL-,ow N Ci o:p Z� N r--1.43"-1 I o, S t� m0� a N pO O '/•�'� 7OID Cq A I M b"O� i^ Z N � 0.91C A �. M> Z 0 ttt11111//� vie'•• �' '�• ND.43409 October 17, 2017 !�,, g PRODUCT: Docum�ld� P;;;m r THERMA-'fRU Lyndon F. Schmidt ��i ~••.c,°,Z,gpDR•' ��� GLAZED FIBERGLASS DOOR P.E. No. 43409 : 10 17 17 UPDATE TO 61N ED. 2017 FBC JK :/11I ��• ,�� 1 28 15 UPDATE t0 ST1i ED. 2014 FBC LF5 POOR ASSEMBLY ASSEMBLY: BUILDING CONSULTAHis'fif6��tt IQ (q p 1 B 11 12 UPDATE 2010 FBC JK P.O. Box 230, Valrioo, FL 33595 o 0° NO OATE CLASSIC CRAFT/CL CRAFT RUS77C phone No.: 813.6S9.9197 R 1510NS DOOR PANEL & GLAZING DETAILS FgpE C.A No. 9813 © 2nn9 R.W. Rl1 Dl— nouA—TR 1— 1 i RI\OlentMherma Tru PERMANENr%A - Rorida Pmdurt ApprmisWL•7630\C - Drawin9s\FL-7630 (2017)\R.-763D.1-.5.dw0, 5.1 I October 17, 2017 I PRODUCT: THERMA—TRU Dooumerde Proparad ey , OP Lyndon F. Sahmtdt '�i /ALOl64tL••• • GLAZED FlBERGIASS DOOR ��� P.E. No. 43409 ii0.��'% •..••.."p�� 10rML 2 N c 3 10 17 17 UPDATE TO 61H ED. 2017 JK" 3 tt BUILDING CONSULTANT31'MM 2 1 29 15 UPDATE TO 5TH ED. 2014 FBC ha PART OR ASSEMBLY: la in 1 6 11 12 UPDATE TO 2010 FBC JK P.O. Box 230, Vatr1co, FL 33595 Na,DATE BY HORIZONTAL CROSS SECTIONS Phona No.: 813.659.9197 REVISIONS_ _ _. FBPE C.A. No. 9813 0 2C09 R.W. BIIILOINO CONaULTANTO INC. I R:\Olents\Themla Tm PEAMANENT\A- Kodda Product Approvals\EL-763D\C- Drawings\FL-7630(20117)\R,-7630.1-.5.dN9. 6A 1-1/4"MIN. EMB. or. (TYP.) 0m 0 0 Z O �t� A. G p .. y ..,I•�� u' Z .'Z P' 1-1/4 MIN. EMB. (TYP.) g oo / (al 0 1-1/4" MIN. EMB, (YP.) 0 0 s ao 0 •++ O >o I� 1-IMMIN. EMB. (tYP.) •� _ � ? No.43409 October 17, 2017 • a r PRODUCT. THERMA—TRU Decvmerds Fmperod Lyndon F. Sohmldt 'O ••• l0 1/ GLAZED FIBERGLASS DOOR P.E. No. 43409 �i� •• ....••G \ ,aa .1 $ W •' x y ro c 3 2 10 17 T7 1 29 15 UPDATE TO 6TH ED. 20T7 FBC UPDATE TO 5TH 2014 FBC JKI LFS PART OR ASSEMBLY; i��r0rlVA(4l % % 8UILDINO CONSULTANT311)NC�1 Sn o 1 6 11 12 UPDATE TO 2010 C JKI P.O. Boz 230• Valrioo• FL 33595 0 DATE AI BYI CROSSRSEcnONS Phone No.- 813.859.0197 REVISION S FBPE C.A. No. 9813 02009 R.W. 91n LDIND CoNNULTANTL INC. 4' !2 c6 a D WK HEAD &JAMBS w I Fa z z TYP. HEAD MASONRY n = _ 1---11 — & JAMBS OPENING R 2X BUCK 0 d 2X BUCK-,, MASONRY OPENING F .......... .. . TyP. SILL LL SEE HINGE SUCKANCHORING latGEJAMB DETAIL FRAMEANCHORM -WORTh Masonry 2X buck constructlon Jj�Caricieje anchor, localloa at the comets may be adjusted to maintain the min. edge oWonce to morfarjdnt-s I Concrete anchor kx=Nons noted as"MAX ON CBWWmust be adjusted to maintain the min, edge dbionce to mortar)DEnts, additional concrete anchors may be required to ensure the WAX ON CENW:r durrendon are not exceeded. 3. Concrete anchor table, 1. ;9,-4co ULTRACON WOOD SCREW )N N07EST— Mdntcrfn a rnlr9mum, 5fir edge distance, l"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. HINGE DEWL STRIKE JAMB r ........ .. UZri ®R ti 7 maa If 4 'SOIL o Oc Q Q Ck 03 irz WO ❑ SME N.T.S. DWM BY: AL 27 CHt ft LFS DPAWWO NO: rc FL-7630.1 M LAI DEADBOLTI)EMIL — 0 ti SPM _7 OF L_ 0 co to Z Z TYP. HEAD X — & JAMBS 0 ix 1z BUCK Er (4 —0 MASONRY OPENING TYP. SILL SEE HINGE DETAIL HINGE JAMB CONCREFEANCHOR NOTES: FRAMEANCHOJUNG Masonry IX buck construction 1. Concrete anchor locations at the comers may be adjusted to maintain the min. ; L edge distance to mortar joints. 2 Concrete anchor locations noted as'MAX ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table. .. .. . ......*. ANCHOR ........ ...—."....... ; ...... .... ...... a. M .... . . .. . ........... ... .. ...... .. ... .. ............. ... ............... ....... . ;S . . ....... . . . . . . . ... . ........ . .... . . . ........ ................. ........................... ..... ... .. . ....... . ........ . .................. .... ..... 1TW , TAPCON 2' 4" iTw 0 TA PCON 3/16" 1-1/4" I r I 1.112' I ! I YVLJL)L)ZLKL:VV IMAJALLAIJUN NUICJ: 1. Maintain a minimum 5ff edge distance, 1' end distance, & l"o.c. spacing of wood screws to prevent the splitting of wood. SMKEJAMB LATCH& DEADBOUDETAIL HINGE DETAIL . ......... 0 % 1.4 z IF pf C; 8 2 ME 'a Z ' U M IL if I E 0z cc 8 bc L32: =2 0 eca M a lia 0: d z o to az Z N.T.S. a er AL 8 Erg' LFS YEW; No_- FL-7630.1 13 ir 8 of 10 R:\Olents\Themm Tru PERMANENT\4 - Flartda Product AppmvaWL-7630\C - Drawjngs\FL-7M 9.1 lf'I 1•f�f'f i J 10 17 17 UPDATE TO ED. 2017 FBC JK 2 1 29 T5 UPDATE 11) ED. 2014 FBC LFS dBY 1 8 11 12 UPDATE TO 2010 FBI JK NO DATE aD 2009 R.W. BUILDING OONBNLTANTB INC. eIiF�.„y.v I 1 f r THERMA-TRU GLAZED FIBERGLASS DOOR COMPONENTS 9 / o. 43409 October n, 2017 = : ourrrn s Pmparnd 9y. . idon F. Schmidt L Na. 4340C t BUILDING CONSULTANT P.O. Box 230. Valrlao. FL 33595 Phone No.: 813.559.9197 Teal 9: .7- Window Anchors Required Window Width n under 23" 25'15i16" 27 7/8" 30-3/4" 32" M. 37" 46" 53-1/8" 60" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group I Anchor Group Anchor Group Anchor Group Anchor Group A I B C D A B C U A 8 C D A B C I D A B C I D A B C D A B C !9 A B C D A B C D A B C D under 23" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 .4 4 4 4 4 1 4 4 6 4 1 4 4 6 4 1 4 4 8 6 4 6 1 6 4 25 i 16 Jamb 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 3 2 1 2 2 3 2 jk2 0 3A 2 2 2 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 C4J 8 4 1 4 4 8 6 ty4 4 10 6 —6-4 39° Jamb 5 3 3 2 5 3 3 2 5 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 5 4 5Y 3 3 2 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 6 4 4 4 6 4 4 4 8 6 4 4 10 6 6 10 8 6 4 le 18." Jamb 7 4 4 4 7 5 4 4 8 5 4 4 8 5 4 4 8 5 5 4 9 6 5 4 9 6 5 4 9 6 5 4 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4. 6 4 4 4 6 4 4 4 8 6 4 4 60" Jamb 8 5 5 4 9 6 5 4 10 6 5 4 10 7 6 4 10 7 6 4 10 7 6 4 10 7, 6 1 4 Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 1 4 4 63" Jamb 9 6 5 4 10 6 5 4 10 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 v Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 67„ Jamb 10 6 5 4 10 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 11, 7 6 4 HeadIS111 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 72" Jamb 10 7 6 5 11 7 6 5 12 8 6 5 12 8 7 5 12 8 7 5 Head/SIII 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 76' Jamb 11 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 Head/Sill 1 2 1 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 Jamb 12 8 T 5 14 9 7 5 14 9 8 5 Head/Sill 1 2 1 2 2 2 4 2 1 2 2 4 2 2 2 7+_1+ H ✓JG 1 r11Q InCLG rVR/1LL VVIIV✓VVVQ r'Clt Ir1C CLr-VHIIVIVJ WIN Arl= 1 1. ✓IrvlruNalUlva anvvvlM HrtC vvnvUUvv I Ir-IU-I Ir. I-UKJIctS NU bMUVVN, KUUNU Ur I IHt NhAI AVAILABLE WIUTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Teal = 4- Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment Anchor Plate Required? A #12, steel SMS (G5) S. Pine 1' 1 6063-75 Alum. 318• 5/8' .063' No A36 Steel 3/8" 5/8" 050• No A653 Stud Gr. 33 3W 5/8• .046", 20 Ga. -No #14, steel SMS (GS) or#14, 410 SS SMS S. Pine 5/8' 1' 13/8' No 6063:r5 Alum. 31W 5/8° .067 No A36 Steel 318' SIB" _ —050' —No- -A653-Stud, Gr. 33 318' 5/8" .046", 20 Ga. No B 114" steel Ultracon 2.85k Concrete 2-1/2' 4" 13/8' No Hollow Block 1° 6' 1-1/4' No Hollow Block 24/2' 5" 14W No 114" steel Ultracon Hollow Block 1' 6" 1-1W Yes C IW 410 SS CrateFlex 3-25k concrete 1" 6' 1-3/4" No Hollow Block 2412" S" 1-1/4" No #12, steel SMS (G5) or#12, 410 SS SMS S. Pine 5/8. 1' 13/8" Yes 6063-M Alum. 3/8' 5/8" 1 .0717 Yes A36 Steel 'Vs. 5/8, .050" Yes A663 Stud Gr. 33 3/8' 518" .045' 18 Ga. Yes #14, steel SMS (G5) or#14, 410 SS SMS S. Pine 5d8" I. 13/V Yes 6063-M Alum, 318" 5/8" .0713° Yes A36 Steel we. 5/8. .050' Yes A653 Stud dr. 33 318" 6/8' .045". 18 Ga. Yes 1/4' ea roc 2.65k Concrete 1' 4' 13/4' Yes 2.85k Concrete 2-1/2' 4' 13/8' Yes Hollow Block 2-11T 5' 14M Yes (F190113M 2-112� 4 1`374" iGY,e_ 1/4" 410 SS CreteFlex 3.35k Concrete 1• 6' 13/4" Yes 3.35k Concrete 2-1/Y 6' 1° Yes Hollow Block 2-1/2' 6' 1-1/4' Yes 5/16" steel Ultracon &5k Concrete 1-1W 5' ITF No Hollow Block 3-1/8, 5' 14M No Filled Block 2-1/2' S' 13W No 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. 2) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 3) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. 4) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7/16" ANNEALED LAMINATED GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +70/-70 PSF DP REQUIRED AWNING ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701-90. B) FOR THE JAMB, FROM TABLE 3, ANCHORS IN GROUP C HAVE THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. C)-SIMILARL--Y-2-ANCHORS ARE REQUIRED-INTHEIHEAD & SILL. D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS: A) FROM TABLE 9, A 34" X 61" FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE EXCEEDING THE REQUIREMENT OF +70/-70 USING ANCHORS C OR D. 8) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. C) FROM TABLE 2A, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). Material Min. F, Min. F, Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UftraConS 155 ksi 177 ksi 410 SS Elco CteteRexS 12T4 ksi 189.7 ksi 6063-T5 Ahuninum 16 ksi 22 ksI A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 1 45 ksi 1 61" [--Rrc_�vcD [AAR b 2919 IST. ttifi� C4 mite Permitting TABLE 4: Head Snubber Locations Glass Type: PVB (Types 1; 3 & 4) SG (Types 2, 5 & 6) None Required 20' max. from each end & 2W max O.C. SAMPLE CONFIGURATIONS: :'X\ 0 11 X; 0 jX;` X� jX; �5 10" 10" , 4" 4' � � 4" � 4" �— 2V' �• 13" + 13' 34" PRODUCT REVISED as complying with the Flttrtda Building code twceptanee No 11, W14.1b E%0 10We 'Sty �Itaau ado tsn�i''o U 2 _j o ~ rnQ W ca 2 Q �- _ja. t _ Cn ILL O Q D -j Q L i- � y za Q o Z ai C)o°b ui Q W o°O a a _Z A. F- - 1 u Rj - /= Q 1n rn a N 0 � ci a) PI) a 2 ono °W _ w z":3 Q 0 to w Z 00 F �` �> (3)�iL O v Q o Z it 0,,w� 37ATE/iFT •. � . L A. L ILLER, P.E. P.E.# 58705 I? 1 .�