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850 Seminole Rd COMM19-0009 Hurr Pro Windows COMMERCIAL PERMIT PERMIT NUMBER ' COMM 19-0009 CITY OF AT BEACH r, 800 SEMINOLE ROAD ISSUED: 6/25/2019 EXPIRES: 12/22/2019 j —� s» ATLANTIC BEACH. FL 32233 _J MUST CALL INSPECTION PHONFLINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORMTO THE CURRENT 6TH EDITION1 OF • ' i BUILDING CODE, ' OF BEACH CODEOF ORDINANCES . ALL CONDITIONS OF • NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMITTYPE: DESCRIPTION: VALUE OF WORK: 850 SEMINOLE RD COMMERCIAL ALTERATION HURRICANE PROTECTION $7820.00 COMMERCIAL OVER WINDOWS TYPE OF ZONING: :D • • • GROUP: 170389 0000 SALTAIR SEC 02 COMPANY: ADDRESS: CITY: STATE: ZIP: ST AUGUSTINE 917 DELCIE DR ST AUGUSTINE FL 32086 ALUMINUM CO • ADDRESS: CITY: STATE: ZIP: CITY OF ATLANTIC BEACH 800 SEMINOLE RD ATLANTIC BEACH FL 32233-5444 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF • . Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 4SS-0000-322-1000 0 $90.00 BUILDING PLAN CHECK 4SS-0000-322-1001 0 $45.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.03 STATE DCA SURCHARGE 4SS-0000-208-0600 0 $2.00 TOTAL: $139.03 Issued Date: 6/25/2019 1 of 2 COMMERCIAL PERMIT PERMIT NUMBER r s �� TOM CITY OF ATLANTIC BEACH COMM19-0009 800 SEMINOLE ROAD ISSUED: 6/25/2019 9r ATLANTIC BEACH. FL 32233 EXPIRES: 12/22/2019 Issued Date:6/25/2019 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) s 800 Seminole Road C1 �l Atlantic Beach, Florida 32233-5445 ^ w Phone(904)247-5826 • Fax(904)247-5845 -CO;il>%' E-mail: building-dept@coab.us L2ate routed: s City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: V -Set t. o( C Ra D ent review required Yes No 1 uilding Applicant: ` _ (,C'11 �i, �� LV�1 oning Tree Administrator Project: H U(?,,R 1 caro c, PE urC_CI i Ci(U Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING r q PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application Updated 10/9/18 _. City of Atlantic Beach Building Department "ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY `o%tt�r Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: 1050 S&WII+JG ? 0(, D Permit Number: CO CM (QQ C� (l - C)� / Legal Description RE# i IQ 3 0-) am - 0 Valuation of Work(Replacement Cost)$ 7g 20, ov Heated/Cooled SF ,� Non-Heated/Cooled • Class of Work: ❑New ❑Addition &Iteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): Commercial ❑Residential MAY • If an existing structure,is a fire sprinkler system installed?: Dyes ❑No • Will trees be removed in association with proposedproject? ❑Yes must submit separate Tree Removal Permit ❑No Describe in detail the type of work to be performed: �/��S%i¢GL/�1/i�-'t✓'r�=l°�oi C�iaJ ��nr1 GUi✓Jc�k/$ Florida Product Approval# I ( Ct c7• Z for multiple products use product approval form Property Owner Information Name el ry011c,14 </ 7e x3e? % Address City State FG Zip .3Z233 Phone 0V 7-:5-,9 2 7 E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information NameofCompany �5.,4J(,uSj i,jE 4-?-0Wraowf C-, Qualifying Agent W/aW07 LT z Address � i1RC-IG ve- City_y0-7% 4­eS 7-,,4&:-State z=L Zip .322 3 3 Office Phone - .�- ZZ Job Site Contact Number 9c, -6l09- o93SC State Certification/Registration# ,Scc 0574<7-d E-Mail ,3i6L ey- .4;- Architect 4!Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer ;TWdc- 12)e , jAJ OR Exempt❑ Expiration Date Zo Zo Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE F COMMENCEMENT., (Signature of Owner r Agent) (Signature of Contr actor) Signed and sworn to(or affirmed)before me this day of Signed and sworn to(or affirmed)before me this a day of Ing V 17U/ by rrd -fT Ol C1 by W IIZCt.M (Signature of Nota r ( ire of Not*V� IFERJOHNS ON •� ''' MY COMMISSION#GG 042984 EXPIRES:October 27,2020 vn�.;' YVONNE CALVERLEY `Z'E...,o" Bonded 7hru Notary Public Underwriters [ ersonally Known OR :4 ' [ ersonally Known OR [ ]Produced Identification MY COMMISSION#FF 978537610 roduced Identification n,I ? �` EXPIRES:July 29,2020 T e of Identification: 1FL. �tf�`S V Lg4i- Type of Identification: _�� _ � #`: �-, .�.J s ., w .�f..,, ., tiw.....< _ � ...w., ad _ .r..,. rL GENERAL NOTES 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PEG)HAS BEEN VERIFIED FOR COMPLIANCE/N ACCORDANCE WITH NOTES.' THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE. 8.1)MINIMUM EMBEDMENT OF TAPCON, ELCO PANfLMATE, Cr TAP-GPoP AND CRETE-FLEX SS4 ANCHORS INTO CONCRETE DESIGN WIND LOADS SHAG BE DETERMINED AS PER SECT/ON 1620 OF THE ABOVE MENTIONED CODE, BLOCK UNIT SHALL BE 1 1/4 1 3/8'FOR 2AM4C N41LIN ANCHORS. FOR A WINO SPEED AS REQUIRED BY THE JURISDlC77ON WHERE THESE SHUTTERS WILL BE INSTALLED AND 8.2) 7/8"CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO FOR A DIREC770NAVTY FACTOR Kd-0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2077 FBC AND SHALL SHALL BE PERMITTED. 1/4 0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST AND I' NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. MINIMUM FOR WALLS WITH NO STUCCO. S ORDER 70 VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE To 8.3)MINIMUM EMBEDMENT OF r1410 x J/4"ALL PO/NTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK. SHALL BE FIRST SEOW1 MAXA.S.D. DESIGN WIND LOADS A MULTIPLYING THEM BY 0.6 IN ORDER i0 NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG TO COMPARE THESE W/ X. (A.SO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33X INCREASE/N 8.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED/N THEIR ANALYSIS.A DURATION FACTOR CD=1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES VERIFICATION OF FASTENERS IN WOOD. IN B.1)AND B.2)ABOVE STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS It 1022.01-96, 1 0227.01-01 AND 1 0616.02-05. PER (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS TA PROTOCOLS S-201, TAS-202 AND TAS-20T. MANUFACTURER. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-HJ4 ALLOY. Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 16(SHEET J& 7 3.ALL ALUMINUM EXTRUSIONS SHALE BE ALUMINUM ASSOCIATION 6063-T6 ALLOY& TEMPER UNLESS OTHERWISE NOTED. OF 15)EXCEPT THAT HEADERS 2, 3&4 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 1S TO BE 9.ALL SCREWS TO 8f STAINLESS STEEL 309 OR 316 AIS/SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME 50018 W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION BUILDINGS. 2417.3.3.4. 9. THE INSULLA77ON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 5. BOLTS 10 BE ASTM A-3.07 GALVANIZED STEEL OR AlSI,304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED): 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. (A) TO 1 14-JF TAPCONPOURED CONCRETE. 11. (d) THIS PRODUCT EVALUATION DOCUMENT(P.ED.)PREPARED BY 7HiS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION - 1/4'0 CRETE-ANCHORS AS MANUFACTURED BY LT.W. BUILDER. (REGULAR 7O 410 S.S.) FOR A SITE SPECIFIC PROJECT,;i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - l/s"0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS - 1/4"0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALIATION INCLUDING LIFE SAFETY OF THIS - 1/4'0 Z4M4C NAICIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC PRODUCT 84SED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVLATE FROM THE CONDITIONS DETAILED ON - 1/4'0 x 7/8"CALK-IN ANCHORS OR ELCO mole&Temole PANELMATE"AS M4Nl/FACIURED THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. BY POWER FASTENERS, INC AND ELCO CONSTRUCTION PRODUCTS RESPECTIVELY. - 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID/F MODIFIED. NOTES: (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE-FLEX SS4 IS 1 3/4-'' BECOME THE ENGINEER OF RECORD(E.O.R)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER FOR ZAMAC NAILIN ANCHORS 5 1 3/8 FOR ELCO PANELMA7E ANCHORS IS 1 314-, USE OF THE P.ED. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PED. ENGINEER, SHALL SUBMIT TO AND FOR CF TAP-GRIP ANCHORS IS 1 1147. / THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD A2) 7/8'CALK-!N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO THAT PREPARED/7. SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 12. SHUTTER MANUFACTURERS[ABEL SHALL BE LOCATED ON A READILY WS/BLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENINQ/KBELING 70 COMPLY WITH A.3)MINIMUM EMBEDMENT OF 11410 x 3/4'ALL POINTS SOLID-SE7 ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE. SEC77ON 1709.9.2 OF THE FLORIDA BUILDING CODE /V)� NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. /w A.4)1N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE CONE ENOUGH TO REACH THE M41N STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS SHA (v INDICATED ON NOTES A 1)&A.2)ABOVE. /f0A/!AF/II THIS DRAW/NC LL ONLY BE USED TO Ota+/f �A, ,J'+. OBTAIN PERMITS IN 7H£STATE OF FLORIDA (8) TO 1/4TI0 TAPCON ONONAEBLOCK WALL:CHORS AS MANUFACTURED BY I.T.W. BUILDER. (REGULAR OR 410 S.S.) ,A4AA���� _/r•� 1/1'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUC71ON PRODUCTS `�1 1r_ Up 1/4'0 Cr TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY IRU-FAST CORPORATION �S • i�,++ u L FLORIDA BUILDING CODE (Nigh Ve/OCT HOT • - 1/4'0 2AM4C NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. • rYo•Lltit�� 'ti a 02017 MIEM INC. 0.050 BERTHA ALUMINUM STORM PANEL LC. 1/4'0 x 7/8"CALK-7N ANCHORS OR ELCO male&female PANELMATE"AS MANUFACTURED * (2.25"DEEP) LARAWN BY POWER FASTENERS, INC AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. - 1/4'0 X 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPEC14LTY COMPANY. LIE C O t wc. EASTERN METAL SUPPLY, INC 07a " ♦♦ , T/LUT TESTING Ar ENGINEERING COMPANY 4168 MST ROAGS ORM A`II a', MST PAW BGCH,FL JJ407 �.�',+'v11 4155 aw.aaA s,A.RLL Whwtll c cp6 n,aalw PHONE (361 STJ-6°61,FAk: sf �\P m..,.:lxnJOsr-tan.n:LamO6n-1vr ) (561)388-47eo I7-100 'VAtE• °aA wnc N� T� wa1Ea�A teui'✓..P.E. ao ls-ao� �^� ,"•: FLORIN Lie.I N157 STILET 1 OF 13 —TOP TRACK (SEE COMPONENTS, SHEET IA OF 15) �q CONCRETE ANCHORS (SEE SCHEDULE) �3 67ox. I ATax. 1 Min. �1 Min. 0 0 0 0 0 0 r., . r_rr_r_ _ ___--r-�_�-------------1_1---I---r_r___r___�--_r_�__---r- ---__-7-7 _ _-_-_;_�- I I I I I 1 I r_T I � 1 •I � i I I cl .TyP O W I i I I � ~ - ---�- - - --- moi- c7 : I 3" CONCRETE ANCHORS (SEE SCHEDULE) Mi�,�j' NITER � Imin. yf T /" BOTTOM TRACK 'LI v tiCT! (SEE COMPONENTS, SHEET 1A OF 15) STORM PANEL TYPICAL ELEVATION /Yq y SCALE: 1/9"_• 1" a 114"Max. GAP 7/4" Max. GAP TYP. �'•i � FLORIDA BUILDING CODE N Ve Hurricane Ione) \ e2oo T¢TECO.Or. 0.050 BERTHA ALUMINUMS AN E C. (2.25"DEEP) —L er -�-- E07/26/17 SECTION A—A IIL CO „.c, EASTERN METAL SUPPLY, ay. 4266 NEST ROADS DRNE TILLIT TE57ING Q ENGINEERING COMPANY NEST PAM OWN.Fl.33407 _ `mss :`��hoiJen Isy.ea. (wsp'uni1N 1 0 SCALE: 7 B" 1" PMQYE:(361)3.!1-6067,FAN:(561)568-1760 EB-000671➢ yR a��xm, MNG No WALTER A.TXLIT Jr.P.E. p9 16•� N FLORIDA Lk./44167 6HEE7 2 Or 13 9 cont. CONCRETE ANCHORS CONCRETE ANCHORS CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) (SEE SCHEDULE) — 1 125 (SEE SCHEDULE) — \ Cont 150. .500" .750" - _ ,app• 250• Mas. Mox. pOUpfp O POURFJ POURED POURED o CONCRETE Q CONCRETE W CONCRETE REOU/RED REQUIRED REQUIRED LbNCRED TE Cont. I 1 m^ SE£SCHEDULE FOR m Min.SEPARATION ! I W i TO GLASS �SEE SCHEDULE FOR o+ Min. SEPARADON a SEf SCHEDULE FOR WTO CLASS W i Min.70�CLA55 ON VT x _ ^ W h h SEE SCNEORAT FOR I i 1 Min. SEPARATION TO GLASS lTOLT$W/7/B W LL�� V J/J20"WING NUT O 2 ` I V 2 ,1' .C718' . v WING N UT J/J2" 714'0-20i BOLTS W/7/8 y EVERY STUD 4 12-J13 0.C. NUT O O 12"O.C. I R 11"O.C. 1 POU'Rf0_/ PoNCRET 4 9 CONCRETE Is f CO 2: / C o POURE " POUREP-'/ Conf. OR CONCRETE OR CONCRCTF CONCRETE j BLOCK WALL W BLOCK WALL WOR CONCRETE o ORNCOI CONCRETE REOWREOL R1011111,11 BLOCK WALL W BLOCK WALL I.i REQUIRED REQUIRED r.118- - 566" T 1"Nln. r.r25" CONCRETE ANCHORS, `T 5 Cont. CONCRETE ANCHORS) (SEE SCHEDULE) COTA;RETE ANCHORS CONCRETE ANCHORS 1/<'a-10 M 5. (SEE SCHEDULE) 6 Cont (SEE SCF/EDULE) (SEE SCHEDULE) ,0 Cont. w/N it O 12"O. C. 9 cont. WALL MOUNTING INSTALLATION secrloN ®ANCHOR BU/LD OUT INSTALLATION SCALE 3119' ,- BUILD OUT INSTALLATION SECTION Z : - SECTION 3 SCALE:J/e'- SECTION 4 SCIY44�ra�ei,� Vol N ` I £ 0. _ £D"E DISTANCE { POURFP+ (SEE SCHEDULE ON W ORNCRET L E7E 718' NUI O- EE7S 10 h 11) BLOCK WAIL EVERY SND ����h '• RfoUlRED O 12.0.C. r„f'y•a°t7R1 A ;74K� 1. tVj�i'+t . NOTE FOR COA48INAWN OF SECTIONS: FLORIDA BUILDING CODE (High Velocity Hurricane Zone 9 cont. WALL MOUNTING SEC77ONS CAN BE =tan mTEc0.1Nc. 0.050"BER HA ALUMINUM STORM PANEL LA. SECTION®STUD COMBINED IN ANY WAY TO SWT ANY INSTALLATION. (2.25"DEEP) DRAWN eY WALL MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC 07126117 SCALE:J/8•- I" IL ECO ��IC. LUTE SECTION 1 PLUT T£S71NG t ENGINEERING COMPANY <16B WEST ROADS.334 e]v qW.]srn x Se.]]7 rxTsw GttM n."I" PHONE:(56f PALN BEACH,n. 61)5 17-100 DETAIL Of SECTION O STUD VALID AL50 FOR I�+ro:(.pffeTl-Ivo.N.+(]mAnr-Ivr )SJJ-6061,FAX:(581)5[b-4180 WALL MOUNTING IN57ALLA77ON-SEC7/ON 7(TOP) WALTER A. TXUF JE9-0706719m. ORAW/No No CO-00067"''. P.E. S IL FLOR/DA Li,.//A 167 1 SNEE7 J DF/S CALK-IN OR ALL POINT SOLID-SET E 0. OR CICO m 1.1f—v/e 7 0 Cwt CONCRETE ANCHORS E 0. CONCRETE ANCHORS PANELLW7E OR CF TAP S.l/4"h20 S.5.MACNBIE (SEE SCHEDULE) (SE£SCHEDULE) E 0. (SEE SCNEOULF CONCRFIt ANCHORS BOLT W/NUT&WASHER \ r ) (SEE SCHEDULE) O 12'0. C. \} 'It' a a POURED CONCRETE POURED CONCRETE REQUIRED� EO. EO. REOURfO� -1-+ice I' 1'� i n Z I'I r I^ POURED CONCRETE 6 o o k CADCONCRETE POURED —i BL, WALL CONCRETE `•' I LECLOCATTON REQUIRED T1fOWRED Cont. I 8 Cont. 1 a q q � i W SEE 0-20 0 SOL TS /7/B32r V FOR 1 Mn. SEFR4TION I WNGNUT O 12.O.TO CLASS II h N h I V4'I-20 3�X' FB0,2 W/]/8 I W x J/32'WANG NU7 I JSEE SCHEDULE FOR I J 12.O. C. SEE SCHEDULE FOR L6n.SEPARARON ---111 SEE SCHEDULE FOR W TO CUSS 1 W A6n.SEPARATION I ���iii111 Min.SEPARATION At TERNATE I I 4 I TO GLASS 2 TO CLASS LEC LOCATAON 8 cwt II t 3 iI B J/J" wNG NUT O EMTL3o 1I BI.x9-J2/0 O O1+ BOL75 PORO CoG WNG NUT O Cot CRETE' 1 CONCRETE CR CONCRETE I 111"O C. OR CONCRE7f BLOCK WALL W I 1125' I BLOCK WALL W REOU ]RED _-.._ Cont O - 1 ' J r L---:1•MmPOURED CONCRETE 1•I'MREOURfD I POURED CONCRETEi•CONCRETE ANCHORS 7�/ S. MACHINE RfOUIRED (SEE SCHEDULE) BOLT W/NUT A MASHER CONCRETE ANCHORS/ E D. CALK-IN OR ALL POINT SOLID-SET 1 Cont. O 12'D. C (SEE SCFtEDULE) CONCRETE ANCHORS OR ELCO molr/Temo/r (SEE SCHEDULE E D. P.El. OR CF IAP-GRIP (SEE SCHEDULE) BUILD OUT INSTALLAT/ON CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D X-) - SECTION 5 SCALE:3/8-- I" INSTALLATION - SECTION 6 _INSTALLATION - SECTION 7 - SECTION SCALE JIB'a , SCALE 3/6'_ ,' /1,1�L`-C��F1,• J` '-i No. 4'1 E.D. EDGE DISTANCE (SEF SCHEDULE ON ( SHEETS /0& II OF 15) ^^dAAf " "MIX NOTE FOR COMBINATION OF SECTIONS: FLORIDA BUILDING CODE (High VelO one Zone) WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE CM,7 mTEOO.PLc. 0.050 BERTHA ALUMINUM STORM PAN L.C. COMBINED/N ANY WAY TO SUIT ANY INSTALLATION. (2.25-DEEP) r L E C O EASTERN METAL SUPPLY, INC CA/ TIL IT TESTING!ENGINEERING COMPANY +268 War ROADS OIPWE WEST PAW BEACH,2 33407 C.W x�w Jbet �y Iim wFq=FauTcu _ SJlrr PHONE:(561)537-6061,FAX: -4780 17_100 £B-0006'719 DRAWING Na WALTER A. RtlJT+r.P.E. ttA a-Iu r1/La/r> wrr FLOR04 Lic,J 11167 SHEET A OF 15 CALK-IN OR ALL POINT SOLID-SET OR CALK-IN OR ALL PONT SOLO-SET OR £LCO mole/f—Ap PANELMAT£OR ELCO mak/Iamole PANELMATf OR ELCO mafe/lemore PAN£LAMTE PLUS CONCRETE ANCHORS E D. ELCO maN/I.maN PANfLMATE PLUS ® i/4'o-20 SIOFWALK BOLT OR O (SEE SCHEDULE)\ CONCRETE ANCHORS ¢,® i/4%-10 SIDEWALK 80LT ORO W W/I/4%-20 7Rf155HEAD BOLT r+ \}^ (SEE SCHEDULE) Q�Wj , -20 TRUSSHEAD BOLI+ + SEE SCHEOULE FOR SPACING)- �� I _ (SEE SCHEDULE FOR—,ISPACr ING`)�z jIIII It,t I r LrahgmG�W /II I i %wlP� a R1iI EONFED'12- Co.TI IiI III IIII� i j 0 POURED CONCRETE REQUIRED � Cot. POURED POURED CONCRETE CONCRETE REQUIRED REQUIRED EXSTIN GLASS EMin.SHAURAEpR N EE SCHEDULE FOR_70 CLASS SEE SCHEDULE FOR ,;,SCHEDULE FOR Min.SPA9T/ONMin.SEPARATION SEPARATION TO GLASS TO cuss To GLASS RN W 1/4'0-20 1•SSM.S /4"0-20. T"s.sM.sW/ MG7/8WN8NrINur a / • 132/50."r EVERNUT O— 0 3132' EVERY STU O 12'0.C 7/8'I J/I2' � POURED _ Ti . 1 � CONCRETE , POURED OR CONCRETE II CO RETE BLOCK WALL ° BLOCK WALL OCW CONCRETE W REWIRED W I REOURED W t BLOCK WALL I I Cont. 1 1 I REQUIRED I E_ ALTEMNTE LEG —r I LOCATION N I ^ CONCRETE ANCHORS) _ _ __ I (SEE SCHEDULE) .J7J• .375" POURED I;j_ EDGE OF CONCRETE ANCHORS�_— CONCRETE ANCHORS— — ` —CONCRETE I'I I• SLAB IF (SEE SCHEDULE) (SEE SCHEDULE) Cont. Ra U/RED APPLICABLE Cyy. Cont CONCRETE ANCHORS / £.D.—I (SEE SCHEDULE) WALL MOUNTING INSTAL ATirnv WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION G£ILING do FLOOR MOUNTING SECTION 9 SECTION 10 SECTION 11 INSTALLATION ,SECTION 12 SCALE:J/R' I' SCALE 3/8"= I' SCALE:3/8"= 1• SCALE:3/8•Tit = 1• ptr L!!!llisAisy✓ EDGE 0157ANCE �� C A ✓ (SEE SCHEDULE ON t.` ,.rt�SF••.•9 SHEETS log 1I OF 1s) FLORIDA BUILDING CODE Hl h VelocityHurricane Ione SIDE WALK BOLTS ARF J/4%x3/J27HICK * : e2ar7 n.Tfca,rNc 0.050 No.4416? BERTHA ALUMINUM STORM PANEL NOTE FOR COMBINATION OF SECTIONS; HEAD MACINE SCREW W/L£NG1N 1.7$"DEEP oRMw Br. AS PER NOTES A.2 a B.2(SHEET 1) :�'. — tYALI/FLOOR/CEILING MOf/NRNG SECRONS CAN BE T`Ruas HEAD BOLrs ARE,//2%,,/s-TwnK EASTERN METAL SUPPLY INC 07/2!/17 COLIB/NED III ANY WAY TO SUIT ANY INSTALLARON HEAD MACHINE SCREW W/L£NCl/I Off• / •[a�!'`• 1 NC a>E AS PER NOTES Al k B.2(SHEET 1) '• RLLIT TESTING a ENGINEERING COMPANY 4188`3T ROADS DRNE u+1'qw. s m me www Iwop;n,yt MEST PALM BEACH,FL,JJI07 17-100 poa)nl-rear PHONE:(36/)SJJ-6061,FAx:(S6I)588-4780 EB-0008719 ens 4oarnw .gyp. OWWM No ....., WALTERA.RLUr lr.P.E. aD ta-w9 MA'W 11 "` FLORIDA Lh./44187 SHEET J OF 1S ' I - CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE) I '1JCON.� - !' - - ] I12'--- BR/CX VEENER PENETMAX J. 1 N'� CONCR ! `--- -Y &2"TO - - I h� o I POURED y� CONCRETE-� C I • REQUIRED `. 2 Cont. POURED yl ONCRETE C L REOU ��.. 2 Cont. Drs7mv SII / CLASS -'� I 1 °1 EXISTING ! GLASS SEE W. CHEDULESEPARATION FOR SEE SCHEDULE iOR I Min.SEPARS TD GLASS ! I Nin, SEPARSIGN 10 GLA55 I W PoURED CONCRETE 1/4'0x8"ELCO mole OR CONCRETE BLOCK PANELMATF NAS ANCHORS , E WALL REQUIRED '-STTEELM AA NGLE LINTEL (SIE SCHEDULE FOR SPACING). AS APPLfG1BLE I 1 I DETAC 1/7 1/4.1-20 r i•SSM.S � I • I I � N/7/B'I r J/71• SEE SCHEDULE FOR NlNC NVI O 12"0.C y2 I \ I AM SEPARATION TO GLASS I W1s 7/8?0 x0 1,:rJ2..MLS I WWIG NUT O 12.O.C. I EXISTING I POURED i _ I -7 BRICK SILL W CONCRETE I 114.0-2D r 314' BLOCK WALL y OR CONCRETE O CONCR --j BOLTS / 18 o 1 3/•T2•WING NUT O I REQUIRED yI PD ETF I Ii . 72.O.C. I I OR CONCRETE_ BLOCK WILL �4 REQUIRED I 7 1/4•Ank. P. i PEAIETRAIION/tl I � I ,- O-T ccMCRETE BAOCK VfX/SnNG -W -FLASHING AS I 1 CONCRETE ANCHORS- B'1.70 CONCRETE I %APPLICABLE I (SEE SCHEDULE) .. '-� CONCRETE ANCHORS J_' 375' r • I Coet. (SEE SCHEDULE) ,-T f INTERIORLY REMOVABLE PANEL( %- .� SIDEWALK BOLT$ DETAIL 2) coNNECTfO 70rHRU 518'0 I HOLES AT(77)O ITGIC k FASJENED SECTION 14A SECTION 148 AT REAR W 7/8'0x3117'WING NUT O EVERY SIDEWALK HOLT. 1• 31/r • -- WALL MOUNTING INSTALLATIONS ATux Abx. ExisnNc SECTIONS 14 BRICK -VEENEIR SCALE 3/8"- I' VFENE PoURED CONCRETE 114"0x8'ELCO-I& OR CONCRETEK PANEL �OPINST I lDAREQUIRED 7SESCoFSCCINS-) FO PANELS., 10 USED J T 0 LYR 0KABLE PANES O .BUILD OUT INSTALLATION ♦♦�'s��:'��C,.1`ISF'•., E D. >• EDGE DISTANCE SECTION 13 (SEE SCHEDULE ON i a FLORIDA BUILDING CODE H' .y Hurricane Zona SHEETS 1D s 11 OF Is) No.44167 czeo riLrEro,a.c 0.050 BERTHA ALUMINUM S L ) (2-25"DEEP) WN BY.., NOTE FOR COMBINATION OF sECiNKJs: •Q`;: EASTERN METAL SUPPLY, II 17 WALL MOUNTING sfcnays cs7N BE ` �. E�.O I w c. Cl COMBINED IN ANY WAY TO SUIT ANY INsiALLAnON. •F �,.•'•` r, n1U�TESTING SQ ENGINEERING COMPANY 4768 MES/ROADS°RHE th WEST PALM BE R.JJ407 /aNdS Ela ,3g)sn rlio' (x sc a•iu xlres PHONE'(567)571-6D61,FAX:(361}588-4780 7 EB-00°6779 MN N7:y . ..• WALTER A.77LLR Jr.P.E. hO re-0W aI nOPoDA Lm..4 44187 SHEET 6 OF CONCRETE ANCHORSE.G. CONCRETE ANCHORS CONCRETE ANCHORS ` CONCRETE ANCHORS F O. (SEE SCHEDULE) (SEE SCHEDULE) (SEE SCHEDULE T r—E D. - (SFE SCHEDULE) ` POURED POURED E D. POURED CONCRETE I POURED CONCRETE i I \ CONCRETE— CONCRETE RfOUIREO REQUIRED Et7.� E0. RfOUIRED EO— REQUIRED I \\ Ix \ ` ED. EO.--I 7c-t. T� -0cone. cony. _Gcan.SEE SCHEDULE FOR L6A SEPARATION 1 w I TO CLASS I SEE SCHEDULE FOR I SEE SCHEOU[E FOR M:n.SEPARA770H A&.SEPARATION 1 SEE SCHEDULE FOR 7 70 GLASS 1 �n ! TO CLASS Min.SEPARATION TO GLASS DETALL 3, W W I 1 a c1 - � 7/8"A r 3/37' 1 WOG NUT O 1 1 4 EVERY STUD I 1 7 I 7/8.0 r 5/32• a O 12 O.C. WOG NUI 0—\ h 71 B 1 7/B•0 r 3/32" EVERY STUD 1 1 Cont. I I NTIJG NN O O 12"O.C •. 1 J— I EWRY STUD 7/8.0 x 3/32" I F Y> O 12"O C. I O WING NUT O a I B I EKRY STUD Con.. I C"L L I O 12.0. C ALTERNATE LEG � �• '' //� EDGE OF L LOCATION n POURED CONCRE7E� I LL I SLAB/F ( h D REWIRED I APPLICABLE ——— Cont. CONCRETE ANCHORS 7 f D. /!/ / /v/ sub 10F I 1 �/ /i / l i sEDCE lOF ALTERNA� N (SEE SCHEDULE)J POURED CONCRETE—/ REOUIREL ! APPLICABLE L / I APPLICABLE CONCRETE ANCHORS LPOUREDCONCRETE CONCRETE ANCHORS (SEE SCHEDULE)J FF--E D. REQUWD (SEE SCNED(/LE) —ED— SECTION EDSECTION 1 5A KJIER/ORCY REMOYABLf PANEL Ot W/ C()�R��.CONCRETE ANCHORS I I SECTION i 5B SH E1YgLK BOLTS EE DETAIL 2) CONCRETE (SEE SCHEDULE)� i CONN TED TO I THRU 3/B•0 E.D.-= CEILING & FLOOR MOUNTING INSTALLATIONS HMEs Ar 1 0 6 o.c a FASTENED SECTION 16A SECTION 168 AT REAR W 7/8%rJ/J7•W9.NUT INTERIORLY REMOYABIE PANELOI W/ O EVER✓SIDEWALK SOLT. SECTIONS 15 SIDEWALK �sE 1BZO SCALE:J/B"' '` CEILING & FLOOR MOUNTING INSTALLATIONS HOLES A7 i7 O 6"O.0 k IR FASTENED AT REAR W1 7/8%xJ/J2.1NNC NUT .1873" 1/4•-20.1'S.S.SIDEWALK BMT$ _SECT/ONS 16 O EVERY SIDEWALK BOLT. 1 W/3 C SLOrITAREYDHEAD,faED$7 1 SCALE:3/8'= 1` LY VVifE PANEL(0 / W1 1 KEY HOLE 1 7�•0 r*,u• W/1/I'-2p NU!AT REAR. .m,ITR RENOI<5.L INSTALLATIONS VALID FOR PANELS nUSED JOINTLY 6.o.a PANEL WITH INTERIORLY REMOVABLE_ e i 1Y1jV�r� FLORIDA BUILDING CODE NI h Velocity Hurricane Zons F o.= EDGE asrANCE * ;' �•44187 `s c2o17 M7Eco. N. D.O50'BERTHA ALUMINUM STORM PANEL LG (SEE SCHEDULE ON• (2.25'DEEP) DYtSWaI wa .7875 •\. SHEET 10 A, 11 OF 15) • '* 07/28/17 A * 1L ECO 1M�. EASTERN METAL SUPPLY, INC LE ate. .050• 1/i"HOO 6"O.C. NOTE FOR COMBOATION OF SECTIONS ' /�(�s V 0288 WEST RW OS DRV4£ TILLIT TESTING!ENGINEERING COMPANY WEST PALM MACH,,FL,J3407 DETAIL 2 — INSTALLATION OF 1 . a .—«.�.rr1 Ww ,a v1a PHONE.'(367)533-8081,FAY:(66'7),588-K7B0 17-100 fAt r1 FLOOR/CEILING MOUNTING SECTIONS CAN BE �/�A A Qy� L "^ .!'1o+'7or-raw rm:lmbn-tm1 SIDEWALK BOLTS O REYOV e/F PANEL COMBINED IN ANY WAY TO SUIT ANY OSTALL MAL v�PY� 1PL7ER A IIJTTA. FLORIDA Lie.144167 LYA m-aa oT nr 7 a~ SHEET 7 K 13 114"Mox. GAP 1/4"Mox. GAP SECTION B-B SCALE: 118' s 1•' (� 14B/6, 14A/6, (WHOL/E) j (ALES) 15,168/7 15,16A/7 BUT NOTCHED 1/I"-20x1'S.S. EA CORNER 0 SIDEWALK BOLTS. r BOTTOM AS SEE DETAILS 2/7, SHOWN. 2/15. (WHOLE) 1 1 .1__-- __ ____ ___ N✓TERIORLY REMOVABLE PANEL1O W/ 0 0 SIDEWALK BOLTS(SEE DETAILS 2/7, 2/14) CONNECTED TO©rHRU ,y 518"a HOLES AT(1 0 6"O.0& ti FASTENED AT REAR W/7/8"0x3/32` -fill ___._..} W/NG NUr® EVERY SIDEWALK BOLT. 8 2 ORG OR CG 14B/6, 14A/6, 15,16B/7 15,16A/7 —3" —CONCRETE ANCHORS (SEE SCHEDULE) 3 Mor. Max. 1 Min. 1 Min. INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y O^ tt ,,,,,,,,,, SCALE: 118"= 1" ,7711P��iR A. FLORIDA BUILDING CODE (High e c ricane Zone 44167 :tan rxTECO.INC 0.050 BERTHA ALUMINUMSTORM A L L.c. ' tet (2.25"DEEP) wN BY, /,L}y •tA_+.` 1 L E C O «�. EASTERN METAL SUPPLY, INC OW,V17 •• '•;( L�V i••, 42Be W:SI ROAD$DRNE j� V 1MUT TESTING!ENO/NEERING COMPANY WC51 PALM BEALN fL.J3iG7 J��OrT�����( m w:aw w vS wur.=r v PHONE(561)377-6061.FAX:L35407BB-1M0 17,-100 V rr»:Lm.+>'�r_re.w.>71 tminr-teir E8-0006719 wrr DRAW/NG N� r„xr� NFL ILD A. I, ✓r.P.L. an rs-ou as7n7n fLOR/DA Lk 1 r 4.67 $NECI B Of 15 T POURED CONCRETE CUT PANEL OR CONCRETE BLOCK WALL REQUIRED 2•=r x.DBJ" ANGLE i-1. MAXIMUM A.S.D. DESIGN PRESSURE RATING (JJ s f) AND 606J-T6 ALLOY Con-f.1.Alum. � Y"Min. WITH ANCHORS 0 72"0. C. CONCRETE AN RS ' ® 17'O C. CORRESPONDING MAXIMUM PANEL LENGTH 'rL x' SCHEDULE 1.000" 1 HALF PANEL //4'CAP 1.000" 1" 2'x 4'Ix.125" 2500' MAXIMUM AS.D. APPLICABLE TO 31OS-H74 OR 606J-76 ALLOY Min, DESIGN Mar. PANEL LFNCR! MINIMUM SEPARARON SEC77ONS j& (ft.) Cont.Alum.ANGLE PRESSURE RARNG TO GLASS ANY COMBINATION POURED CONCRETE (P s I) (SEE SECRONS) OF THEM OR CONCRETE BLOCK CASE A (Plan) �( 1 1 WALL REQUIRED +65.0, -770 8'-0"OR LESS 2 7/4" 1 THRU 8 SCALE. 1/4"= 1" �J +65.0, -77.0 9'-0"OR LESS J 11/16" 1 THRU 8 CASE D (Plan) +65.0, -72.0 9'-0'OR LESS 3 1/2' 11 SCALE.- 1/4" 1" +62.0, -73.3 10'-0'OR LESS 3 7/8" 2, 6, 7&8 +63.5, -63.5 9'-0'OR LESS 3 1/2' 91 14, IO +65.0, -65.0 9'-0.OR LESS 3 1/2" 12, 15, 16 �I VARIES�I +6J.5, -63.5 9'-0"OR LESS 3 J/4" 13 POURED CONCRETE OR CONCRETE BLOCK E OR�A POURED CONCRETE WALL REOUIRED j� OR COI•'CRETE BLOCK p WALL REQUIRED V 2.500"Min. AC's'. f.50'x _POURED CONCRETE CONCRETE ANCHORS 1500" (REDID)OJ OR CONCRETE'BLOCK i� O l2'O.C. �r Min. F WALL REOUIREO W SO"1 L Ic IJS" >i iii{/J�� 1000"OR® ALTERNATE LEG LOCATION X OUT 1"x 2"x.055 TO j DISTANCE \ ORO OR O OR® 7"x 5'x.055"Coni. j 2 Mas. \ 1 Al—.ANGLE OR OR O9 ORA .060 3105-HI54 SHEET ' � METAL Alum. BENT PLATE 1/4'o BOLT 4'x x 1 24"O. C 4705-HH 74 OR OR 6053-T6 ALLOY W/JACKNUT Cont Alum.ANGLE CASE B (Plan�1 CASE C (Plan,) CASE D (Plan) SCALE: 1/4"= 1" SCALE: 1/4"= 7- SCALE 1/4"= 1" idJ,ri:iAlsA� END CLOSURES DETAILS ityo��'�a1(c'r"{ `l,, ;' ]f N t�✓�j''• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) v 2017 TX7rCO.INC, 0.050'BERTHA ALUM/NUM STORM PANEL L.C. '6 4 (2.25"DEEP) OR-BY. 07/26/17 L E C O.Me. EASTERN METAL SUPPLY, INC MTF. TIIT Tk ENGINEERING 4288 WEST ROADS DRIVE LLTESTING ENGNEERING COMPAN WEST PALM BEACH R.JJ407 '-` �•'•sQ^ eTss...scrn m.ws,we-aw caecars,n..Tnes 17-100 -000 PHONE.(561)533-6061,FAXr(56QSAA-47A0 EB-0006719 mosny sur rr. ORAw/NC No WALTER A TILUT Jr.P.E. C.D "' rLOMDA Lie.j 44167 SHEET 9 OF 15 IAMMV A.S.D. DESIGN PRISSURF. RA NG (n"s.t) ANDORRF' POh IN (A [ V ANCHOR SPACING SCHEDU/•F FOR DLMLLATIONS IN ON F774' A ONO= BLOCK-QTRLICTLJAFS 5,0.0[Sp,V WX.WY MtrMgC 3 ACgC mA E 0..J I%'♦ .VPt,GIR[m APRL56U.Y£ R[6W.1R IIPCO.V6 ORIE-ripf A'4 I.111AC/Nrtei U(K-N SOcq-$P Cf W-CAi PAu[lAIn 25 PM�[(AHI[P:US 410 55.TNYp.V �CIrovS/♦ MUYYUY PA1Lt AA1Nc fP+./'1 vT CCWB.w1gN LBA:m t'fRJ ro colrclelL- m 6uxr m colxaElE ro eBCX ro Lnn'cAErr m aocx m rnxxclr m noa m a rAerc ro Blorx m ca+c6Elr ro b,ttx ro cwnxtrc m ryou ro mvcivclE m eiaor m merrrF m e:ou A of 1H!M 8' N/A N/A N/A 4" N/A B• N/A NI IIA 5' N/A J 1/2' N/A N/A N/A N/A N/A I(TOP) E D. 'EDGE DISTANCE 11' i' NI N/A 10' 7 1/2" 12" 7- N% N/A 12' 6" 11' 8' /2" 7 1/2" N/A NIA I/BOTTOM) 12' N/A N/A A/A 10" f1/A 12' N/A N/A N/A 12" N/A 11" N/A N/A N/A N/A M%A T(rOP) 12' 4" NI N/A to, 7 IIT' 12' 7" 1/1 N/A 12 6" 11- 8" 12" 1 1/2" NIA N/A 2(BOrTDM) 12" N/A N/A N/A I 1O" N/A 12' N/A N/A N/A 12' N/A II' N/A N/A N/A N/A N/A J(TOP) ]2' 4" N/A N/A 10' 7 1/2" 12' 7' N/A N/A 12" 6- I1• 8" 12' 7 1/2" N/A N/A J(BOTTOM) ANCHORS LfGfND 12' N/A N/A N/A !0' N/A 12' NI N/A N/A 12" N/A 11' N/A N/A N/A N/A N/A 4(TOP) 'w^ ANCHOR Trl'E ANCHOR 12" 4" N/A N/A IO" 7 1/2' 12 7- 11/A N/A 11' 6' 1I' B" 12" 7 1/2" N/A N% ♦(BOTTOM) SPACING 12" N/A N/A N/A t0' N/A 12" N/A N/A N/A 12- N/A )t" N/A N/A N/A N/A .NIA S(TOPE CF TAP-GRIP,PANELMATE OR PANELAfATE PLUS. JO ZAAMC MG, 12' 4" /A /A IO- 7 1/2" 12" 7' N/A N/A /2' 6" it, 6' 72" 7 112- 8 1/1" N/A N/A 3(BOTTOM) CALK-iN 25' N/A 12' N/A 5 1/2' N/A 7 1/2" NI N/A N/A B 1/2" 8 1/2' /A 11 1/2" N/A 1/" /A 9 I/1" N/A 6 D'OP1 SO1J0-SET /A 12' N/A 5 1/2" N/A 7 1/2" N/A IO 1/2' /A B 1 2' J.5' / NIA 11 1/2" N/A 11' N/A 9 1/1" N/A 6(BO710N) CRETE FLEX SE'l 6.0' +63.5, -"..5 7 1/2- NIA I1 I/2" N/A 5' N/A 7" MI 10 1/2' N/A 7" NIA 10 1/2" N/A l0' N/A B 1/2' NIA 7(7OP/6OrrOM) 9'-0"OR LESSREGULAR&410.55 TAPCON/N BLOCK 4,0• N/A II/A /A NIA NIA N/A 11' 7' 12' 12" 12' 6" 6' 6" 12' 12' N/A N/A B(TOP/ROTTOLN REGULAR&4101S TAPCON III CONCRETE Jp' 12" /A 12' NIA N/A NIA 12' NAA N/A N/A NI N/A 12' NIA ]2' NIA /2' N/A 9(Top) 12' 4" 12' t0' NIA N/A 12" 9' MIA NIA /A /A 12- 8' 12" 7 II2" 12' 6' 9(BOTTOM) NIA 14/A NIA NIA N/A NIA 12' 6' 12" 12' N/A N/A i2' B" 12' 6" I//A N A I0(R� / 11 TOP TiOM 12' 4- 12" 10' N/A NIA 12' 9' N/A NIA NIA N/A 12- e" 12" 7 1/T' 12" 6' 10(BOTION) NIA N/A NIA N/A NIA NIA IIIA 11/A IIIA NIA NIA JillN/A 12' 9' NIA NIA NIA N/A 1J nv,P N/A N/A N/A NIA IIIA NA NIA NIA NIA NA NIA NIA 12• B' NIA /A NIA N/A 1J(BOTTOM) 12" NIA 12' NIA IIIA NIA 12' NIA /A 11/A NIA NIA 12• NIA 12' NIA !2• NI 1i(TOP) 12' 4" 12' t0' II/A /A 12" 9' N/A f/A NIA N/A 12' 8 12" 7 1/2" 12' b" 14A(80'104) 12" NIA 12' l' NIA NIA 12" 6 1/2" IIIA NIA N/A N/A 12' 6" I2" 5 1/2" 12" -- 14B(BOTTOM) II 1/2' 1 12' NIA NIA N/A 12' N/A N/A NI N/A NIA 12' NI 12' NIA 12" NIA 12(TOP) 6 112" NIA /2' N/A IIIA NIA 7 1/2" NIA 10 1/2' N/A /A A✓ 11 II2• NIA 11' N/A 9 1/2' /A 11(BOTTOM) 11 I/2" NIA 12' /A NIA IIIA 12' NIA NIA N/A N/A NIA 12' N%A 12- N/A 12' .N/A /5(TOP) 8 1/2 NIA 12' N/A NIA NIA 7 1/7 N/A NIA IIIA Al. N/A 11 1/2" N/A II" N/A 9 1/1" N/A 151(60nOM) NIA NIA N/A NIA NIA NIA NI NIA NIA N/A NI NIA J" N/A J' NIA J• NIA 156(BOTTOM) R/I N1A 12' NIA NIA NIA 12' NIA NIA NIA NIA NIA 12' N/A 12' NIA 12' NIA )6(TOP) N%A 12' N/A NIA NIA 7 112' J1A NIA NIA NIA NIA 11 112' 11 II" C11A NIA 161(BOTTOM) NIA NIA /A NIA NIA J' NIA N/A NI NIA NIA N% 1' N/A 158(BDTTO.M) NIA /A NIA 6" NIA 6" II/A NIA NIA 60 N/A 6' NIA NIA NIA 2(TOP) B' 4" NIA NIA 6' 6' 6' 6' NIA N/A 6' 3- 6- fi' NIA N/A 2(8GTrOM) ♦65.0, -63.0 6" N/A /A N/A 4 1/1" N/A 6' N/ N/A IIA 6' fl/A 5 1/1" ry/A N/A N/A 6(TOP) 9'-0'TO 10'-Y O 6' N/A NI /A 4 1/2' NIA 6' NIA 9 112' N1 6' NI 5 111" NIA NIA NIA 6(BOTTOM) N/A /A 4" N/A 6" II/A 9 1/2" l!/A 6- N/A 4 1/1" I//A N/AN1 7(TOP/WrTOAI) NIA N/A /A N/A N/A NIA 6' 6" 11" 11' 6' 5- 6'> 5' /A NIA ,N/A NIA 8 noDISOTTOA) �. •MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 112'EDGE DISTANCE.FOR C.D.LESS THAII J 112: » ���AA��s ��.s REDUCE ANCHOR SPACING BY MULTIPLYING 5 ACING SHOWN ON SCHEDULE BY TNF FOLLOWING FACTORS. I.A111 W TO 31•'-4'FOR (NOTE.Min. E D.FOR CAE PO ANCHORS C 2 LES ANS MINIMUM TION P IN INDICA,REDUCED ACING OBTNNED USING FACTOR SNAIL NOT BE �}iA LESS 7){W M/MMUN SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. VA'• �! FLORIDA BUILDING CODE (High VeI H r'ane Zone) FACTOR 44/* (. NO 444 pCC, / ::2017 m,rECO.:Nc. 0.050"BERTHA ALUMINUM STORM, PA L.c. ACh'E D REG,,L R—com& ZAMAC JWLI,N. CRETE-n,-354& [! •' 410 SS. rAPCON PANELNATE OF PANELMATE PLUS. AUT-IN SOLID-SEi CF TAP-GRI ' (2.25 DEEP) BY. J' '� 'B 00 L E C O�Ne. EASTERN METAL SUPPLY, INC ' .71 .50 - .BO J 4{',�. TILL/r TESTING&ENGINEERING COMPANY ST P WEST CH.F.33£ .50 _ _ _ J ••{�Y 1 6TJJ Nw. u.Jw,w1 -w cwcfNs,n..U/e6 WEST PALM BULTI.2.J.HO7 I 1/1' D.JS _ _ _ _ •:�V t [ }6J ft-o .f :[J0.5MTr-ISJ1 PHONE x(36/)SJJ-6061.FAN:(561)388-4780 I7-100 Prone: YJJ /(�I�JA ��(`J4� RA TIL6719 yR ORAWING No %YINy�',',Y WALTFRA. ,, 1 Jr.P.E. Ole Is-aA T �' J20R/W Gi./44167 SN£Fl IO Of 15 A1fAX11f&W A.S.D. DESIGN PRESSURE. RAnYG (p.all AND CORRESPONDING MAXW ILS ANCHQR SPACING SCHEDULE FOR DdSTATIONS DVTO CONCRETE Nn rnurRF rF Rlnrrr STRIr/�rrmT� ID DESIGN M4XwUY ANChXliS SPACING IVR.E D.-J 1/2'• APPUGBLE TO A50 O'31LN P (,. REG(AAR TAPCdb GREIE-f1EK SSI ZA 4'fwUn GIK-N --5£T Cf W-GRJP PN2]..WIES PANEUM7 PtUS el°S.S TAiLV.4 CCOMBPLIMAV LLNGM 2� X BITIAG(Pe-J') TD CbNCACT To BLGCK w CONL'RcT to BLOCK To=_RC r m BLOCK TO CONCRETE' M BLOCK 70 CONCRETE TO BLOCK TO COM;RLTE To&t TO CONCRE/E 10 BLOCK TO CONCRETE TO BLOCK ID CGNC1tETE 70 BtCCK Of MLM E D. m EDGE DISTANCE 6` N/A N/A N/A J` N/A 6" N/A N/A N/A J 1/2" N/A 2 112- NIA NIA NIA NIA NIA 1 (TOP) 12 4' NIA NIA 10` 6' 12` 6' NIA NIA 12' 4' 9 1/2' 7" NIA NIA WNIA4 (BOTTOM) 12' NIA NIA NIA /0' N/A 72' NIA NIA NIA 12" NIA 9 f/2` NIA NIA NIA 2(TOp) 17' 1" N/A N/A 10` 6" 12' 6" N/A N/A 11" 4' 9 7/2' 7" N/A N/A (BOTTOM) 12' NIA NIA NIA 10' NIA 72" NIA NIA NIA /2" NIA 9 1/2' NIA NIA NIA J(TOP) 12' 4' NIA NIA 8' 6" 72' 6" NIA NIA 12" 4' 9 1/2` 7` NIA NIA (BOTTOM) +65.0, -770 12' NIA NIA N/A 10" NIA 12` N/A NIA NIA 12` NIA 9 7/2` NIA NIA NIA q (TOP) 9'-0'OR LE55 72` 4 NIA NIA 8' 6` 12' 6" NIA NIA 12` 4' 9 1/2` 7- NIA NIA (BOTTOM) 12` NIA NIA N/A 8' NIA 12' NIA NIA NIA 12` NIA 9 1/2` NIA NIA NIA NIA NIA 5(TOP) 11` NIA NIA NIA 7' 5' 12' 5" NIA NIA 10' 4" 7 1/2' 4" N/A NIA NIA NIA 5(BOTTOM) 7' N/A N/A N/A 4 1/2` NIA 6" NIA N/A NIA 7' NIA 5. NIA NIA NIA NIA NIA 6(TOP) 7 NIA NIA NIA 4 1/2" NIA 6` NIA 9' NIA 7' NIA 5` NIA I NIA I NIA NIA I NIA 6(BOTTOM) 6" NIA NIA NIA 4" NIA 5 1/2` NIA 9" NIA 6" NIA 4 7/2- NIA NIA NIA NIA NIA 7(70P/9070400 NIR NIA NIA NIA NIA ,VIA 12` 6` 12' 10" 12' 4' 6` 4" IIA/ NIA NIA NIA B(TOP/BOTTOM) 6 1/2' N/A 12` A%A NIA NIA 6" N/A 9 1/1` N/A NIA NIA 9" NIA 9' NIA 7 1/2` NIA 7(70P/DOITOM) +650, -72.0 N/A N/A NIA NIA NIA NIA /2" 6" 12` 11` NIA NIA /2' 6" 12` 6` N/A N/A 11 (TOP) 4'-0"OR f155 12' 4' 12' 9` NIA NIA /2" e' 12' 11" NIA NIA 12' 7" 12" 6 1/2` 12" 5' 11 (BOTTOM) 6' NIA NIA NIA 5' NIA 6` NIA 12" 10" 6" NIA 6" NIA NIA NIA NIA IIIA 2(TOP) 6' NIA NIA NIA 6' S 1/2` 6' 5` NIA N/A 6- 4' 6' 6" NIA NIA NIA NIA 2(BOTTOM) B' NIA N/A NIA 4' NIA 6' NIA NIA NIA 6' NIA 5' NIA NIA N/A N/A NIA 6(TOP) +62.0, -73 J 6' NIA N/A NIA 4' N/A 6" NIA 8" NIA 6` NIA 5" NIA NIA NIA IIIA NIA 6(BOTTOM) g'-0'70 I0'-0' 6' NIA N/A NIA 5' NIA 6' NIA 8' NIA 5 1/2" NIA 4' NIA NIA NIA N/AEA 7(TOP/BO770N) NIA NIA NIA NIA NIA N/A 6' 5` 12' to, 6` 4' 6" 4' NIA NIA NIA/ B!TOP/BaTToM) +j4/G,iAdrflrAAtr NIA N/A NIA NIA N/A N/A N/A NIA 12' 10` N/A N/A NIA N/A NIA NIA N/ I (BOTOP)) 11(rOPIBOTTOM) 1 .•• ANCHORS LE"ND ><MAXIMUM ANCHOR SPACINGS ARE YAUD FOR J 1/2'EDGE DISTANCE FOR E 0.LESS 7IMN J i/2' MI^ ` REDUCE ANCHOR SRACWG BY MVLBPL"NG SPACIIJC SHORN ON SCHEDULE BY THE FOLLOWING FACTORS. ANCHOR l FE ANCHOR (NOTE Min.E.D.FOR CALK-IN ANCHORS IS 2 1/27 SPACING •'IJ'� 17(.A ::4 FOR M/S OPERAI/ON TO 8E POSI&f.REDUCED SPACING OBTAINED USING FACTOR SWiIL NOT BE UMAC NGIIING, . r ••.V .; 4,• FESS Th"MIN/MUM SPACING INDICATED rOR EACH ANCHOR TYPE AT ANCHORS LEGENDTAP . Cr -GRP,PANELMATE OR PANEL-76 PLUS. JO .� FACTOR CALK-IN ACTUAL E.D. REGULAR TAPCON& ZA C NAIUN,CRETE-FLEX SS4& 410 S.S. TAPCON PANELWYE 0R &WTE PLUS GLK-IN SOLID-SEI CF TAP-GRIP PA SOLID-SET J,5" J . 75 c4FLEX 6.0' FLORIDA BUILDING CODE (High Velocliy Hurricane Zone) 2 1/2- .7711- .7e oo '20" DLIECO,INC 0.050"BERTHA ALUMINUM STORM PANEL L.C. - .50 - .80 REGULAR&4110E 0 5.5.IAPCON IN BLOCK 4.a' 2.25'" DEEP DRA-0Y. 2" - 50 - - _ i I/2' REGULAR&410 SS. 7APCON IN CONCRETE Jp" EASTERN METAL SUPPLY, INC °'/26/17 0.J3 _ _ _ �L E C O INc. GATE TILLIT TESTING&ENGINEERING COMPANY4268 WEST ROADS DRIVE em N.w.74en M.,sr.ve.Vura',t AAAATJa,rt vree WEST PALM BFACN FL.3J407 P.xn:(p7r-r5Y.lb ryotlen_taTr PHONE'(561)5JJ-6061,FAX;(561)588-4780 17-100 EB-00°6719 OR-1,G Ah WALTER A. TILUr Jr.RE ne FLORHN L4.1 Hi67 Lxn rs-ue ern SHEET 11 OF r5 114'0 UG SCREWS --- —I -.4JJ'O.D. x.639'LONG BRASS O 6'O.C. W/1 I/1•Min. 1/9"I UG SCREWS BUSHING W/1/9"m_10 THREADED PENETRAPON O 6'0.C. W/1 1/1"Min. _ FOR SPANS.S M TO S'�9'All To IX/STING WOOD NUOER. J' THREADED PENETRATION 16"DC.FOR SPANS UP TO EXISTING WOOD HEADER. 7/4•I UC SCREWS - —— TO 'O NO S NS O 6"0-C. W/1 1/2'Min. 0-20 PLCO 0/0/lOnwk +8f THREADED PENETRAWN TO PANELMATE O 72"O.C. W/ r EAYSDNG WOOD HEAOFR. FOR/SPAN UP TO r9'-0". �� r I 10 Cont. ,1 2 Cort. 3 11'O. C W/NUT k WASHER qCont. 'n 1 Mm. r` 20 S S.BOLTS a WOOD NEADER WOOD HEADER 1 N REQUIRED I RMARED 3 T SEF sc& f'OR I I C Ma70�.ta StP.V6N✓t m ux_: I -OWOOD roREQUIRED ER MOOD HEADER I g SEE SCNED(/LE g REOU/REO I - 1O W FOR Min. I W ` 5EPA"TGN TO GLASS ALTERNATIVE f SEF SCNEDU[E FOR Di - 2 SEPARATION .- ---- .-- - TO CUSS 0 ALTERNATIVE 7 I i WNG 0 O WING NUT O ' EVcRYSTUD O o l� 12"O.0 LJ J�rCj 5 Cont. 1199-20 S.S. O M1DM90 H OF PUTS BCY.7/8'e 3/31' .433"O.D x 634'LOIIG BRASS —O9CWING_NUT15.S. S M./•O0 0 OCO IZ O.C. FOR SPANS UP 105'-9'1"x 4•P!A 119'/LAG SCREWS �TE ANO O 6'OCFOR SPANS UP REQUIRED O6'O.C. W/1 1/1" 7/4`0 UG SCREWS REQUIRED TO 9'-O"Mor.OR I/{' Min. 7FATFADfD PENARIT/ON O 6.O.C. w/1 1/1" 0-20 fLCO mole/Iemwe O.N/OWTOTH Of PUTS Min, THREADED PENETRATION PANILMATE O 1 O.C. W/ O NIOWTDTF/OF PUTS. f 7/B"Min.PENETRAPON FOR SPANS UP TO 9'-0' ALTERNATIVE 2 ALTERNATIVE 6 — _ SEE scliz FIDR ✓,••:..":.../�t/j;'=_ WALL MOUNTING INSTALL d TIONS M; rocuss ' SECTIONS A SCALE 1/4"= 1" 1/a'/-10 S.S. NOTE FDR COMBINATION OF SECTIONS /�+f BOL rs W/ l/V/7 7/89 r 3/32' WING1T D.C. WALL MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS O 1O. IN ANY WAY TO SUIT ANY INSTALLATION 6 Cont NOTES. FLORIDA BUILDING CODE (High Velocity Hurricane Zone, Ir 1. INSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATING ='2017 DLTEm.M^. 0-057 BERTHA ALUMINUM STORM PANEL 2'r 4'PLAT --114'0 U 'S G SCREWS UP TO +65.0. -72.0 psf AND PANELLENGTHS UP TO g'-0', EXCEPT AS NOTED. (2.25 DEEP) ",L.C. L. Br REOUIRED O 6'aC W/1 112' A!in. THREADED PENETRATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN O MDW/DTH OF PLATE PIN£No. 2, W1 SPECIFIC DENSITY OF 0.55 OR£DUAL. Ti L EE C O EASTERN METAL SUPPLY, INC 07/26/170I4F.. TILL/T TfST/NG A ENGINEERING COMPANY 4268 WEST ROADS DRIVE ALTERNATIVE 3 `"" "»°'?>o;/`I;� Ft.M407 `"" /=£,,,,�" FHONE.(56I5JJST M6051.BEAFAX.(561)Y8-4780 I7-100 EB-0008719 ORAWYC No WALTER A T6LJT r.P.f. all�nr' Pur fLOR/DI U'e./4{f67 tt0 r:-W" 4%]MI7 S7117 12 OF IS WOW TRUSSES OR RAFTER WOOD TRUSSES OR RAFTER O 24.0.C.REOWRED O 24'0.C.REWIRED _ _ ED DO"— `'r 4" 4'r�1/8' 1/Ib x 3/4" Ilin, (6063_TJ) /ffY BUHDEX Arum. TUBE W/ (606J-T5) TEK SCREWS (J) 4' Num. TUBE W/ O ' SCREWS TO 1/410 x 3/4- 6O.C.500li .500' (3)5/16'/x 4' 8 EACH JOIST. rrw BUILDER LAC SCREWS To cont. LOUTS SCREW TEX SCREWS A EACH JOISTAT MIDW07H Or O 6-O.C. I C_ CA LOCATE SCREW SEf SCHEDULE EX/SONG WO 'Al MIDW/DTN OF OD FOR Nin. MEA48ER(1'Yin. EXISTING WOOD SEPARAPON NOMMNWIDTH) MEMBER(Z'Yin. TO CLASS W/2 L L I tI TH) SEE SCHEDULE ) THREADED FOR Mi, . 1 WNOIWNAL WIDE _ t PENETRATION. SEPAldtIKRI THREADED TO GLASS PENETRATION. ALTERNATIVE 9A ALTERNATIVE 10 4''8020e5 1�4 7/610 x 3 • I t /-? W / III t I 80C S swW NUT GNUI EVERY STUD 6' w% O)Z'o C > WOODCK 718'0 x 1,32' �• 'REQUIRED WOOD DECK ��WREDO 11"0. CAV D(NO ALOW ALLOWED) o I 7/Bt' ]/]2• 1.715' C°L RNUT DI EVERY TU If O 12.0.C y 1/4'/LAG ---®Cont. SCREWS O 6'O. C. W/ - 0 1'x 4'PLATE 1 1/2'W. THREADED I 1- REQUIRED PLNEMTON O YIDWIOlh 7/4'/UG �Ib LAG SCREWS G 7/410 LAG SCREWS OF PLATE 7'x 4-PLA SCREWS O 6'0. C W/ O 4'O.C. W/1 1/2 Min. O 4"&C. W/1 1/2 Yin. - REOL'lRED I 1/2.6Mn. THREADED THREADED PENEM4770N THREADED PFNE72t n(NJ. PENETR1TgN O MIDWIDTH OF PIA IF. ALTERNATIVE 9 ALTERNAT/VE 11 ALTERNATIVE 12 s _ALTERNATIVE 14 * VALID FOR Max. +63.5, -63.5 psf. CEILING & FLOOR MOUNTING INSTALLATIONS WALL MOUNTING INSTALLATION SULE: I/4"- I" SCALE 1/4': I" NOTE FOR COMBINATION OF SECTIONS- WALL/FLOOR/CE/UNG MOUNTING SECTIONS CAN BE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS COMBREED IN ANY WAY TO SUIT ANY INSTALLATION. " c T NOTES: \'', .•• 1�6��5• FLORIDA BUILD/NG CODE Ni h Va/oci Hurricane Zone 1. INSTALLATIONS ARE ONLY VittlD FOR A.S.D. DESIGN PRESSURE RATING * T,` j A C c26f7 mmw,PC 0.050 BERTHA ALUM/NUM STORM PANEL 1.C.UP To+65.0, -72.0 Psl AND PANELS LENGTHS W TO 9'-0-, EXCEPT AS NOTED, No 9LI'J I (2.25"DEEP) arrA1. Br.. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS To BE sourHERN • ` r EASTERN METAL SUPPLY, INC 07126117 PINE No. 2, W/SPECIRC DENSITY OF 0.55 OP. EQUAL � 'LQ '� G C O INC. (AT( TKOT TESTING t ENGMEERMIG COMPANY 4268 WEST CH,F DRIVE ^x Il I > .��.:4 >J>!x.w>!n.f4 sw..f/!,wlGtw i�O�R.VrM WEST PAIN 8E1CH FL.]]/O7 M. (S0.f)exr-fsw,F:(.Ry,WTr-19r PHONE'(561)5]]-606f,FAX,-(561J598-1780 17-100 l� f A 7X7 r d DRAW VG No ir^! WALTER A RLLTI Jr,P.E. dW FLORIDA Oc./44167 OW is-dv d N >d SNEET 13 OF J5 ---'I.-. 1 7/8'Min._ _2• EXISINC PENfiRARON MVFENER ax. BRICK _11410.9'WLC" H ANCHORS O Q 1/2.OC. W/1 1/2' _ 1'r 8•(Nm.)EX/STM/C 3500• ARn. THREADED PENE1PA7pN --- f WOOD BEAM REOVM£0. INTO WOOD HEADER. r- - STRUCTURAL ADEQUACY OF EXISnNC WOOD 1/49 LAC SCREWS a 6' BEAN TO BE CER."D 17/2"Alel. 1/410 LAG SCREWS O 6• 8Y REGISTERED RNGWEERRDIp£p PENETRATION TO OC. W/ 1 i/2'A6N. OR ARCHITECT PRIOR EX/SIWG WOOD HEADER. THREADED PPIE7RATION TO TO SHUTTER INSTALLATION -� - --- .250' EXISRNC WOOD HEADER. - --' Max. .500' .250' Vol. l _.250" 11410 LAG SCREW .250•_. -' 12•. •I x.500' Max. e 4"O.C. W/r 1/2"Mi Max ADER / Min' I - --T HEADER I' I I THREADED P£NCM71OH REQUIRED Y -O Conf. --�Z Cont Wr. I onf. I I I - Cont EXISnNC STEEL ANGLE LAS KJTEL SEF SCHEDULE i I I APP(ICAB([ ' I WOOD RHE DERREQUII ED 6000 HEADER Len. SfPARA TION I i I '^ REpXR£D I 1 0 TO CLASS i I' SEf SCHEDULE FOR A6n. SEE SCHEDULE I SEE SCHEDULE $ -SEPARATION TO GLASS sf APa,,, I FOR A6n. ALTERNATIVE 15 i SEPARATION I I I I 9 o cuss I TO Glass $ I T� - _T 2 I_ I Ak 2/f5 tt. - - �4" G7aS5 GJ .1/49-20 S.S. ,1 7/e'e /J2' BOLrs w/ a WIND NUT O-� I 7/G9 x 3/32•I 114'0-20 SS EWRY SND , \ # wM NUT BDL TS W/ O r2"O.C. _EXISTMO S' cont a /7"o.c. i 6)A�iT•1NU7'T/32 D 2x1' _ K SAL , wow ALTERNATE LEC Cant PLATE Cort. LOG"ON�.!./IS .� Ellf •� ---- --- ___ 1 7 e'Min. �IIAS 6 Af ' !4's LAG SCREWS O 6' 2• PENE7RATpN �' ' o.c. w/r r 2-MIH Eo _ .Jls 2'x Q. _� 2'x 1'PEA M10W1D Of PULE IN° 1 1 i LAC SCREWS \ REWIRED O 6'O C. W/1 27/52' 6000 DECK //1i LAC SYREW _ 2'-_-- - Min. PL°WMI70N° REQUIRED T t'D.C. W/! 1/2'Min. Mor 550C" AIIDWAOTH OF PLATE'. ALLOWED THREADED PENE7RAT/ON .�, 2 x t"P1 EXSTUDS - REONR£D INTERIORLY REMOVABLE PANEL(D W/-� _ALTERNATIVE 16 * 2'=4,STUDS 1 sDEWALK BDLTs�sEE DETAIL 2) o re O.C.Max.REroO Hcon1. ;' ALTERNATIVE 18A * CAr TED TOl9`NRR 5/6c E (M%n. 1/2•PLYWOOD `••-EX!$nNG ' -. - --`- - HOLES AT(r 1�e 6"O.0 h FASIETIED 1/19xe'FLCO malt PANELAATE- R 'D(7YP)W/FASTENW.O BRICK SILL ;'1/4•0-20 x 314- ED AT REAR WPP EO 6bxS/32'WING NUT r1ASAIS ANCHORS L nye 1 1/2-o.0 Ta SEcna Ps0 OP THE `encTs w/7/e: ALTERN 8 s e E`F'°Y sID£'6'LK Bp(T CEILING & FLOOR ExSnNC aYwoeO SOUTH FL. O&O-11G CODE 3/52"_MING NUT MOUNTING INSTALLATIONS O17 a C. _WALL MOUNTING lNsrelleTlnNTc ALTERNAT/VE f7 AIL 1 4 * VALID FOR Mox. +63.5, —63.5 psf. SECTIONS 16 A.S.D. DESIGN PRESSURE RATfNG. SCALE -, _ * VALID FOR Max. 7t 5 psf 1�' A.S.D. DESfGN PR£S INC. NOTE FDR COMBINATION OF SECTIONS: BUILD-OUT W5LA AVQN INSTALLATIONS VALIDPAN LS INTLY WALL/FLOOR/CEILING MOUNTING SEC77ONS CAN BE SCALE: 1/4•s r" WITH INTER/0 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. OVABLE PA INSTALLATION DETAILS ON EX/ST/NG4 !HOOD BUILDINGS �� �1vEf0o'•. NOTES: j�( ti� '••9 o FLORIDA BUILDING CODf (yi h Velocity Hurricane Zone 1. INSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATING `t�.4y `2017 HETEOD wC. 0.050 BERTHA ALUMINUM STORM PANEL UP ro+65.0, -72.0 psf AND PANELS LENGTHS UP TO 9'-0' EXCEPT AS NOTED. L.C. (2.25"DEEP) oum BY 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS M BE SOUTHERN `ti t� C O 07/17 RINE No. 2• W/SPECIFIC DENSITY OF 0.55 OR COUAL. //`�// F /Q 4� �N� EASTERN METAL SUPPLY, INC a,1. ••.\. �I •, L`/,� TILL/7 TCS T/NG t fNWNEERIHC COMPANY •^6B We Sr RW5 DRI£ V 6n3 HW. f Sc,A..Loy :,v„y WE57 PALM BEACH,FL,JJ407 •" �1/tc/'�/••A••••• `� .�L H'.'+:(7ofTtn-r.W.Ibr pcli njTiu'� PHONE(561)5`2-606x.FAY:(561)SM 4780 17-100 V `klfL E�6` E8-DOD671D ,m�mv wn HALOED A i-III Jr. fCORRN lic./HI6787 a[t rt-0.0 on/r> ar t�"tlw txr LKA6EW No SHEET 11 Of IS 1/I%SS UC a<-ac W/I I/2'Mw. /s%ss LAG scatty ---— THREADED PENE7RITION �� +ALTERNATIVELY, TRICK®MAY BE ATTACHED O<'O.C. W/1 1/3"Mw. <'r B'(W'-)E)TrW TO NOLLOw CEILING AS PER DfTAlCS SHO THREWED PENEIRATON WOOD;DAM REQUIRED. ON ALTERNATIVE 9A, SHEET 13 OF 15. <'r B'(Mint EX/STWC STRUCTURAL ADEQUACY Ems'-`--` WOOD BEAM REQUIRED. OF EXISTING WOOD STRUCTURAL ADEOLNCY 1/<%SS LAG SCREW BEA/TO BE CER77RE0 OF EX/S'RNG WOOD O�'O.C. W/1 IIT'Nw. BY REGISTERED ENGwEER 11410 3.5 UG SCREW OF E TO BE CERRFTED OR ARCHlTFCJ PRIOR 1NREA0£O PENE7R1710N �E !'£ £D' O<'O.C. W/I 1/1'MIN, BY REGISTERED ENGWEER j 70 SHUTTER/NSTALUDON. (�') TNREAD£p PEN£IRA7ON DR ARCAN7ECT pR/OR TO SHUTTER INSTALLAUOV. + i O.TS' I r 0.25' 0.75' 0.25' cone cont 4 9 I 9 Cort. SE£SCHEDULE Ii i C [[��I�ST�I FOR Min, SEE SCHEDULE GIASSNG S£pARATO GSN i 7 2: �l GU55 SEPARATION FOR mm- 1 $ L" EEXA��7T/I �i SEE SCHEDUL[ O 1b GLASS I r" EXISTING SEE SCMEDULF CUSS FOR Min. \n CUSS FOR Min. SEPARATON _ _ STEOPMA N I 1 IN, TO CU55 ^o GLASS I W W� DET 2 S 7/8's x J/J2' I 7/B'o r J/JS' 1-1 NTC NUT O WWG MTT O WAW NUT•7117 0 �•I ]/B"O r J/J1' EVERY SIUO EYERY STUD 0 ' EVERY 571.0 WfNG NUT O �. 9 O /2"a C. , O 1T O.C. I EVERY 9" Cent 9 Carr. a /2'a C. Lunt\ Cont I AL re / O 11'O.C. T li I.f LEG LOU ALTERNATE 1.ITS + i i LEC LOU ION — 1.125' d-M'OOD DECK REQUIRED WOOD DECK - —�__ 2'r 6' REOUMV WOOD DECK -_.1- _ 1�_ 2'.8, —�---- -----— -- --——_- REOIKRFD --WOOD DELA• _ _ - _ REOURED 1/9% UC SCREWS O 4'0..Cj. w7FRIMY REMOVABLE PANELO] W/ 8I7ERIORLY REMOVABLE PANEL O1 W/ 1 3/1 f/2'MIN. THREADED PEN£TRAlION "14.0 UC SCREWS O 1"O.C.- SIDEWAfK BOLTS,(SEE OETML 2) 5/O£WA(/(80175 Ef OCTAK TJ ` 1/<% UG SCREWS O T"O.C. W/1 1/2'MIN. THREADED PENETRATION COtJN TED TO 1 THRU 3/B% 7/<0 LAC SCREW'S O<'O.C. CONN�FfTED IO 7 THRU 5/BO W11 1/2'AWN THREADED PENEMROP/ HOLES AT 1 O 6'O.0&FASTENED WIT 1/2-MON THRE40ED PENE7RATON HOLES AT(LTJ O 6'O.0&FASTENED AT REAP W 7/B%xJ/J2-WING NUT AT REAR W 7/B%x7/32"WwG NUT O EVERY SIDEW"BOLT. .718 EVERY SMD .W K 801T. ALTERNATIVE 19A ALTERNATIVE 19 ALTERNATIV 20A CEILING & FLOOR MOUNTING INSreilennr nc ALTERNATIVE 208 SECTIONS 19 CEILING FLOOR MoUt4ygg INSTALLA e rinuS to' yi'-S Tj SCALE: 1/4's SECTIONS 20 III�� "4"� ''• %''. SCALE ;/4"- , `� �:J.��J�•' :/ '. .1875' I/j'4A?i'SS SIDEWKK SDLTS '. W/J/<'SE077E0 HEAD.F/AEU 1 1 r MfRA7RLY RFMIYAB/£pAHEL 1d . - THRU 1RY IASfE O 6"O.C. ..1 •, 718 Nurw/rl4=20 NUT 1f REAR �E NOTE FOR COMBINATION OF SECTIONS,whr :.. `—�•:.�J •� R 0 6'a C FLOOR/CfTLING MOUNTING SECTIONS CAN 8F F' �F I i % I COMBINED IN ANY WAY TQ SUIT ANY INs7a.urroN. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ................. NOTES: FLORIDA 9BUILD NEL NG ALUMINUM Ni h MINUM STORM PVo/ocify Hurricane Zone A 1. INSTALLATIONS ARE ONLY VALID FOR A,$D. DESIGN PRESSURE RATING CM17 7XTEC0,Iw_ 0.050 BERTHA UP TO +65.0, -65.0 p6T AND PANEL'S LENGTHS UP TO '-0. Z.TS DRAMN er o 6"as r EASTERN METAL SUPPLY INC 07'/17 2, FOR NEW WOOD FRAMf CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN I E O 1 N C. f DETAIL 2 - INSTA /AVON Or 1!�` PINE N0. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. TICCIT TESnNc t ENWNEER/NG COMPANY 4268µ'f57 ROADS DR£ SIDEWALK BOLTS O REMOVAB F PANFi,. ua�n, I. WtST A'1-N SFACM n-JJ407 woo (zaJnr-rxb.rte:l50.7]I7r-MI PHaVE:(561)3JJ-6061.FAX.-(56])588-478(1 17-100 SLUE I'.I' EB-00067/9 av4A1iKK tle LVL1W11K.Ab W&TER A TRLT Jr.P.E pp ry,o.9 Ira FLORIDA 1%c./44767 SHEET 13 OF t3