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Home My WebLink AboutConstruction PlansGENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th EDITION)OF THE FLORIDA BUILDING CODE. THIS ACCORDION .SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE 'SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASIDE 7-16 AND SHALL NOT EXCEED THE MAXIMUM '(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. TABLE OF CONTENTS GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVER STRESSED, A 33 % INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER, A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL —HV BLADE (D #0214.01-03, #0715.01-03, 41004.01-05, #1214.01-05. #0317.02-06. #0609.01-10 AND #0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W BLADE Gb AND HV WINDOW BLADE inA AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. WHERE APPLICABLE —HV WINDOW BLADE © #0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND # 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 2. HV BLADE AND HV WINDOW BLADE ® INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2.75" AND #14x1.75" RESPECTIVELY, 410—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k9i YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005—T5 ALLOY. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 1D : 12,13,14.15 AND 20 HV BLADE D & ® WORKING IN UNISON: 12, 13 & 15 B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9.1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL. BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 82020 TILTECO. INC. 11LIECOINC. No, 44137 _ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, FLORIDA 331 STATE CFzl::;) Phone (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecoaaol.com '�i �� • 1z d o ` . CA-0006719 i, �` • • ....... .,;WALTER A. TILLIT Jr. P.E.�s/FLORIDA Lic. # 441679// END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE— CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE— WOOD SHEET 15 INSTALLATION DETAILS M—R, WOOD SHEET 16 INSTALLATION DETAILS S—X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 �.i ■� � i l F • L TYPICAL SHUTTER ELEVATION - SHEET 19 AREA 4: W WINDOW BLADE n ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FiFfge Copy FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter .Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 IW11111..11I7 ■ ■ ■I% ■ a W-TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. MIMN BLADE k5 1 OLD 17-107 /2/2020 DATE: 7/2/2020 Z DRAWING No 3 20-164 4 cur1cr COVERED UNDER USPAZ#Y 5458179 1 A HV WINDOW BLADE* *SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063—T6 ALLOY AND TEMPER. U HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 10 6063—T6 ALLOY AND TEMPER 0 0.454" (LD. 4.385" 4.999" 3O_HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 1@ 6005—T5 ALLOY AND TEMPER 3.226" 1.500" .085" ;n (TYP.) r M 4.897" O7 HV ADJ. ADAPTER WAIP QUALIFIED FOR USE W/ HV BLADE 10 6063—T6 ALLOY AND TEMPER in, HV CEILING HEADER 1� HV HEADERI3ILL C Q / LIFIED FOR USE W HV BLADE(I)ONLY, QUALIFIED FOR USE W/ HV BLADE 1O ONLY 6063-T6 ALLOY -AND TEMPER SEE SECTIONS FOR VALIDITY. 6063—T6 ALLOY AND TEMPER X t MN. XMN.Y MIN. t 1" 1 1" 0.062" 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE-Q_ 60fi3—T6,'ALLOY AND.TEMPER _" i.918" Mox. L0 o N N 09 t- .1 b u/' ��a, 1'f Y 'v V >9 QUALIFIED ® DIREC U BLADE QUA USE W/ HV 6063- RI AnF n1i --6063—T6 ALLOY AND TEMPER MPER .91 9O HV_TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE Q1 .ONLY. 6063—T6 ALLOY AND TEMPER 14 HD WALL HEADER SILL QUALIFIED FOR USE W/ HV BLADE 10 ONLY. 6063—T6'ALLOY AND TEMPER X Y t 2" 2" 0.125" 3" 3" 0.090" 2� CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 10 6063-T6 ALLOY AND TEMPER W/ AND TEMPER HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 10 6063—T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone m2020 TILTECO, INC. © 2020 EASTERN METAL SUPPLY, INC. BERTHA HV �.\G EN KAccordion Shutter System w �• '•, ;_ E C O N C . A. S S.A>. H.V. � #1 W1 OR W/0 KV r INWYi MADE N0.441 7 - American Shutter Systems EV. Nol DESCRIPTION DATE DRAWN BY: M.P * ; _ TILLIT_ TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305. MRGINIA_GARDENS. FLORIDA 3316E Association Inc. 1 OLD 17-107 /2/2020 DATE: 7/2/2020 STATE 0 I e 02kJ Phone (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 e-moil: tilteco®ool.com West Palm Beach, FL 33407 3 DRAWING No CA-0006719 20-164 /// �s • "' • • ..... • ' � \� . WALTER A. TILLIT Jr. P.E. 4 S��A�-.% �''��SEAL/SIGNATURE/DATE �LORIDA Lic. 44167 6 SHEET OF 20 COMPONENT A EI T1 T2 17 2" I5" MAX. 1/8" 1/8" 18 2" 5" MAX. 0.192" 0.192" 19 2.5" 7" MAX.) 0.190" 0.190" ® 2" 5" MAX. 0.139" 0.131 " !- ems�4•ryo� 21 - HV CENTER!TE ATE D FOR USE W/ HV BADE & 1A ONLY LO G C NTE T \ 6063-T6 ALLOY AND ER QUALIfIED FOR USE W/ HV BLADE C) & 1A ONLY \. 6063-T6 ALLOY AND TEMPER y o 1.000• N I_ 2.750" �__2.750- PLAN P1 FRONT ELEVATION 27 LOCKER FOR "T"_LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER - 31_ D. E NO LOCKING ROD. QUALIFIED FOR USE W/ _ HV _ DE _.� & A 6063-T ER 12" MIN. \ '20 S.S. OR 3/8"0-15 THUMBSCREWS. t15• s ®LOCKING RO 0 QUALIFIED FOR USE HV BLADE Q 6063-T6 A AND TEMPER 0 i5 IN N WILL REQUIRE A 7/16" HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT 23 HV CORNER CENTERM Q ALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER a o ® r M � � .875" .318" BRASS CYLINDER to a - & KEYS (CHROME n N PLATED) C! _ HV LOCK .575" QUALIFIED FOR USE W/ HV BLADE Q & ® ONLY. 2 " MOLD 0 REW to In 0 to �_ N r rll4'-'P--20 THUM m, 822" ®. HV MALE " " OCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTERMATE ®HV "T" LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER' W/HV BLADE 10 ONLY. 3.161 � MI 05 (#_ HD CENTERMATE W o RO QUALIFIED FOR USE W/ HV BLADE 1)& 1A. HD Ci^NTERMATE'S INSET 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1O & 1A 1.130" 6063-T6 ALLOY AND TEMPER tt/2" N (n CD co 375"0 1 /4"iti © HV 3f8"O-16. ACETAL VSEER&S_�S.S. 4" 0-20 AISI 304 THUMBSCREWS THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE i_1� QUALIFIED FOR USE W/ HV BLADE 1Q No. "44 67 ='o'• STATE F ��20 ONAL SEAL/SIGNATURE/DATE 02020 TILTECO, INC. 11LIE-COme. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco®aol.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 cc K FLAT1/4"-20xl/2�` THREADED IE CAST FLAT HEAD I THREADED HOUSING ENAMEL S.SM.S. 1/4'-20 . BAKED PAINTED THREADED (2 TYP.) p ONLY PLASTIC H —DIE CAST HOUSING ENAMEL BAKED PAINTED KNOB. BRASS CYLINDER (CHROME PLATED) ® HV EGRESS LOCK QUALIFIED FOR USE W/ H ' y`L E 0 & ® ONLY O.D. 825" `*.I x 3/4", 18 .518" N n .360" AFTER RIVETING BEFORE RIVETING 1 f 4"0-20 RIVNUT* *SERIES 9444 MINUM (2024-T3 ALLOY) LARGE FLANGE THIN S ERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TE%TORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL HV ALTERNATIVE LOCK, QUALIFIED FOR USE W/ HV BLADE 10 ONLY. 1 I• I" I� - I THUMSTURN CYLINDER OR KEY CYLINDER .545" ro 0 0.875" Min. N r 1 .125" Max. _ j1J-THUMBTURN ER CYLINDER — OR KEY - 1.57 Min. CYLINDER 1.78" Max. (4 HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1O& to FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone oO 2020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 o `ii ff's ■ n � n V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE DATE: 7/2/2020 DRAWING No 20-164 SHEET SHUTTER ASSEMBLY SCHEDULE FOR HV =1 . HV -A 1D HV BLADE 1 1® HV BLADE 1A 3U8 HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER 4 HV WHEEL CARRIAGE AISI 302-303 SERIES �0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN W/ #8 HEAD 4�3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 4�4 POLYCARBONATE IMPACT RESISTANT HV WINDOW I* (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM. W/ HV 10 OR HV 9 BLADE. EXTEROOF t Di OOR® ®or SEE NOTE FOR REQUIREMENTS) l' ilk „ � Y i i 1 a H Of / I— ®- � 3 NCncr- 0 LL TYPICAL SHUTTER ASSEWu R Y N.T.S. (2) HV PIN 19 MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D 00.324" BLADE WHEN CORRESPONDING TO INSTALLATION 11 , SHEET 7. .04 " nP lt� , (3) HV PIN © OR ®3 W/ 1 /2" O.D. 1 /16" THICK S.S. WASHER ® Z SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X,B;S�„ a SHEET OO WHEEL CARRIAGE DETAIL N.T.S. ow,imm- M%j HV PIN 42 OR 43 AT EXTERIOR BLADE'S KNUCKLE. 43 ` (SEE.NOTE * FOR REQUIREMENTS) BLADE'S KNUCKLE (lYP) 2 7/8" MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS EXTERIOR HV BLADE SOLID & CAS HV WINDOW BLADE DETAILS N.T.S. fll Ilf \TEA. No. 44- STATE F r Z L �� isS/DN ©2020 TILTECO, INC. /111EC0.NC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33 f Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecoccol.com CA-0006719 WALTER A. TILLIT Jr. P.E. IGNATURE/DATE FLORIDA Uc. # 44167 �. 12" MIN. ' L . NCE TO -BLADE T P .0625" GE 1�1 .1675" EXTFRIOR 0625 A625" HV WINDOW BLADE 0625" SEcnoN x—x H.T.S. HV ± 5 ON C' 2 1 /4" CLEAR .0625 0625' C" _RS w EXTERIOR ELEVATION ' nas TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL �! N.T.S. * POLYCARBONATE IMPACT RESISTANT HV WINDOW `_�_ BAYER MAKROLON 3103 POLYCARBONATE 12" MIN. C CE RESINS, UV —STABILIZED GRADE OR . SABIC TO BLADE B 17 M INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD ¢Ana use WHOMM REFERENCE MAIM& / SCOME PLASM „ram -..mow 3103 IEXAN 103 FSM PlflfSl�L SPECIFIC GRAVITY ASTM D792 0.043 lb/in' 0.043 Ib/In MECHAN TENSILE YIELD STRENGTH AMU 0638 9,400 p.s.i. 9.500 P.S.I. FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. 13.400 p.s.i. FLEXURAL MODULUS ASTM D790 340.000 p.s.i. 345,000 p.s.i. IM NOTCHED IZOD CHARACTERISnCS: ASTM D256 18 FT—lb/in 17 FT—Ib/in FIRE BURNING SMOKE DENSITY ASTM D2043 47.2 R 64.5 %MAX RATE OF BURNING ASTM D635 C-1 CLASS C-1 CUSS SELF IGNITION ASTM D1929 1040 'F 980 'F WEA114ERIN ASTM 0155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8840 p.s.i. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. 8880 P.s.i. A.S■S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. IQ I F=" ■ n" " N TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. 1MNDOW BLADE [V. No DESCRIPTION DATE DRAWN BY- M.P 1 OLD 17-107 /2/2020 DATE: 7/2/2020 2 DRAWING No 3 20-164 5 SHEET 6 4 OF 20 0 + (@ OR SEE END —� CONNECTION DETAILS ON SHEETS 10 & 18 TYP. FULL HEIGHT. „ OF CORNER CENTERMATE --1111�OR®OR®+OOR®OR1O +13 aR-- 10 + 15 aR ©- (6- + (0 OR ©+O + Q-0 +O + ra OR 1�8\ ®+®oR 19+ 13oR19+OoR�+® TYPICAL-C1� HV BLADE SHUTTER ELEVATION N.T.S. *NOTES ON HV LOCKS—AXD CENTERMATES: 1. MANDATORY CONDTTION f1: ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE ORB OW OF SHUTTER SPAN FOR SPANS UP TO 105% AND FOR INSTALLATIONS T ANY ELEVATION. HV LOCK (y or 02 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ®1 OR g CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. 0FnONAL CONDITION #2 (VAUD ONLY WHEN MANDATORY CONDaj0N J1 OR LIMITED MANDATORY CONDITION #2 IS USEED M WO H.V. LOCO) LOCKING RODS ® ARE NOT REQUIRED- AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE • POSITION). 4. MANDATORY CONDITION ft ONE HV LOCK (5 gt (5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO Q CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. =1 • ONE ALTERNATE HV LOCK 16 - MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INST TIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN —INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO © OR @ CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL. BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION #3 FOR KCONE MOUNTING INSSTALeTION& ONE HV LOCK ® or @ or ® SHALL 8E USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 960, AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or 4 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON. HV "T" LOCKS AND CENTERMATES: 1. SECOND ALTERNATE TO MANDATORY CONDITION &1 VALID ONLY FOR MV 'T' LOCK M - ANn (`.FNiFRuATm 63 eai ONE ALTERNATE HV "T" LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR ®' FOR ANY SPAN AND I STALLATION AT ANY ELEVATION. ALTERNATE LOCK ® Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK ® INCLUDES -USING--REINFORCING -LOCKER AS -SHOWN ON SECTION HVG; -SHEET -9,- WHICH MUST --BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"Ox 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. �! : ONE ALTERNATE HD LOCK 3� MAYBE USED IN LIEU OF ' HV LOCKS 2 OR (257 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO ® IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HDB—HVB AND HDC—HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ®5 IS COMPLETELY OPTIONAL it�iif �©2020 rILTEco. INC. \ \,\CEN"..;p'' TRUE C 0 INC. No. 44 TILLIT TESTING & ENGINEERING COMPANY 0355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 33 r0 •• STATE 0 S Phone : (305)871-1530 . Fax : (305)871-1531 ••, e—mail: tiltecofaol.com ��•, �4 ,•'•�/ CA-0006719 WALTER A TILUT Jr. P.E. ��/ S • •'' • • • • • •' • • � *�` FLORIDA Lic. 44167 IVALEAL/SIGNATURE/DATE �} FLORIDA BUILDING A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 rricane Zone © 2020 EASTERN METAL SUPPLY, INC. won" ■ n� " w TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H,V. 1MNDOW BLADE REV. N01 DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 /2/202 DATE: 7/2/2020 DRAWING No 3 20-164 5 1 SHEET POURED - CONCRETE (SEE i bNN- SEPARATION TO am (SEE I L wo ulE ON SHEET 1 ON SE&>T 19 FORS 1 EXISTING I�AOES O & GLASSS �A WA AD EXISTING GLASS--i hfit SEPARATION i To LASS (SEE I I SCHEDULE ON SHEET I + 11 FOR BLADE ®AND—' I ON SHEET 19 FOR BLADES (D & @ ) E. D-* POURED CONCRETE REQUIRED t --CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 17 18 RSA FOAMNE (SEE MOUNTING ®ON SHEET 7) i" Min: 1/4"0-20x3/4" S.S. E EQ , MACHINE SCREWS USING 1/4'-20 NUTS ® 12" D.C. 1 OR IRIS N I OPTIONAL Max. POURED CONCRETE OR CONCRETE BLOCK REQUIRED 1 /4"0-20x3) 'CONE{tET CHORS SCF (SEE SCHEDULE ON W/ 1/4"- SHEET 13) NUTS ® 12" 1 • 13 OR 15 qv OR EXISTI MIN. SEPARATION TO GLASS i I I GiAS �—(SEE SCHEDULE ON SHEET 11) ' 1 1 I i MIN. SEPARATION TO GLASS 1 1 i I r-(SEE SCHEDULE ON SHEET 11) I EXISTING I 1 1 1 1 1 G` V E D ALLATION IN ST 0 © HV WALL HEADER INSTALLATION + KEYSTONE MIN. SEPARATION TO GLASS I (SEESCHEDULESCHEDULE ON SHEET 11) 1 1--�)OR 1�♦ I I I I I l l 1 EXISTING i ..__ MIN. SEPARATION TO GLASS I GLASS i I (SEE SCHEDULE ON SHEET 11) I I 1 1 i I 1 EXISTING I I OPTIONAL i I ; ` GLASS---� N i i i i 1 /4' 1/4" Max. E. �__ _, \ ��- OPTIONAL I I I I >' 13 oR 15 �.11 I / " _ (i U. -- - - i 3 OR 1© t" 12 14 OR r--_-_- _ 1/4"0-20x3/4" S.S. "Min. ` - EQ-- -EQ- PHILLIPS TRUSS HEAD 1/4"0-2Ox3/4' S.S. PHILLIPS 1 ] oR 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS F\_CONCRETE ANCHORS 1" 1/4"-20 NUTS @ 12" O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS ® 12" O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK OR CONCRETE BLOCK CONCRETE ANCHORS REQUIRED WALL REQUIRED Op HV. WALL SILL INSTALLATION (SEE SCHEDULE ON ) HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION NOTE- FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W 1— SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. = EDGE DISTANCE � 22—S MOUNTING SECTIONS CAN BE COMBINED ( ♦ SEE LIMITATIONS S SHEET USE FOR \ li J H V B LA D E SEE SPECIFICATIONS ON SHEET 13) BLADE A ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \w jt�>7}() ��/� 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. .. ��T%,, BERTHA HVTM ? V\C EN • :'�''- A.S.S.A. Accordion Shutter System I L EC 0 c .H.V. BLADE #1 W/ OR W/O H.V. wINM RAGE N0. 441 7 - American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY i M DESCRIPTION DATE DRAWN BY: M.P 6355 N.W. 36th. St, Ste. 305• VIRGINIA GARDENS. FLORIDA 3316 Association, Inc. OLD 1%-iD7 �2/202 DATE: %�2/2Q20 y •. STATE O� Phone : (305)871-1s30 . Fax : (305)871-1531 4268 Westroads Drive DRAWING No p .• ,c e—mail: tiltecocool.com West Palm Beach, FL 33407 �ORio •.• ,.�� 0006719 20-164 /i fS • ' • • .... • • (� WALTER A. TILLIT Jr. P.E. '��``�/h/ 0NA�' I �E'��SEAL/SIGNATURE/DATE FLORIDA uc. # 44167 SHEET OF 20 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 13) 1 I MIN • SEPARATION TD GASS (SEE I I' V III .I i d I 1 OR REQUIRED EDGE OF I SCHEDULE ON SHEET '� 11 FOR BLADE VAND I j I � EX I SLAB IF E. D. APPLICABLE I EXISTING I ON SHEET 19 FOR 9-ADESO& I t I 2 GLASS E I, E i ALTERNATES I i" I V I ANCHOR I I x I LOCATION 1 II #tOx3/4" HEX WASHER 1 OR 13 OR q 5 o I 3/8' MIN. TEK SCREWS ® 12" O.0 N i 3/9 MIN 11l CONCRETE ANCHORS I I I ©+ 7 I (SEE SCHEDULE ON SHE I EXISTING i t'i 11 I I I II GLASS --I I I I EDGE OF SLAB IF I/ I I 1 2- 1. IIIj/ EDGE SEPARATION II APPLICABLE E.Q. E.O1/. �SLABMIN. TO GLASS (SEE 1--rj)OR APPUC �AD 1 ADE ®AND ON SHEET 19 FAR @CM°� OURED ONCRETEI 0 & Q I I REQUIRED E. D.• E. D.#� © HV CEILING INSTALLATION MIN, SEPARATION TO GLASS (SEE SCHEDULE' j ON SHEET 11) EXISTING GLASS I I 10 � I I I I I • i W II . I I #14x3/4" HEX HEAD_-/ 1 TEK SCREWS ® 9" O.C. OR 1 /4"0-20 S.S. W/ NUT ® 9" O.C. ® HV FLOOR INSTALLATION t ( HV WALK —OVER- INSTALLATION I MIN. SEPARATION I TO GLASS I'(SEE SCHEDULE 0 I SHEET 11) I I I Al EXISTING GLASS - OF IF CABLE EDGE OF SLAB IF APPLICABLE rvur%cu- FLAT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 14) REQUIRED 11 TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 EXISTING MIN. SEPARATION 1 CONCRETE ANCHORS GLASS -� To GLASS (SEE SCHEDULE ON , (SEE SCHEDU I SHEET •I 15) 1/4"0 ITW SUTM F Wes GLASADVANCED / ON SHEET 11) I 1 I 1 EXISTING TECHNOLOGY OR 1/4"0 POWERS O . 5�1 I i i I FASTENERS TAPPER+ ANCHORS W/ .MAX. I I i 1. •_•,j MIN. SEPARATION To 1 I I 1 3/4" MIN. EMBEDMENT O 6" I i I (SEE SCHEDULE ON SHEET 11) I I I O.C. FOR UP TO W-0" SPAN ANDlit i I t 4" O.C. FOR SPANS LARGER THAN 1 /4" t I 1 I 1 6'-0" UP TO 8'-0" MAX. APPLY I I f t SEALANT AT EVERY FASTENER HEAD LI i i l MAX. I (TYP.) (SEE NOTE tt ON SHEET 11 # 10x3/4" HEX E * . t I I FOR LIMITATIONS 5 3 8" 1 /2" WASHER HEAD II I I t MAX. 1 MIN. I, I t TEK SCREWS CUNT. SEALANT--�� ® 12" O.C. ® 1 8.. � i ,'�� • •. °• '. r•, 1/4'¢-20x3/4" SS MS ®9" +O #14x3/4" S.D.S. 1, i i i 1 4 . • t 7 3/ 0. C. ,. �:. : •• —USING 1/4"0-20 NUTS - - Max. d d � ®12" O.G. $ 1 " L O > .a ' I - e 2.00" • MIN.:} EXISTING NON STRUCTURAL ] R 1 /2" 1 $ 1 WALL TRIM (DECORATIVE E D SILL) - —� 3 1 7/8... 1 7/8 -/ - APPLICABLE -� - - . ®1 9"0 CSDS . F.H. a� r •MIN , 4 POURED -CONCRETE- - CONCRETE ANCHORS -SEE NOTE 13(b) d +' REQUIRED E. POURED CONCRETE—' (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) . '•. • . D. OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK PTIONAL POURED REQUIRED ® KEYSTONE MOUNTING INSTALLATION CONCRETE OK HV WALL FLOOR INSTALLATION © HV WALL WALK=OVER INSTALLATION MAXIMUM A.S.D. DESIGN PRESSURE: +64, 72 psf REQUIRED MAXIMUM SHUTTER SPAN 8'-0" HV RAINGUARD INSTALLATION t NOTE: t THIS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: # E. D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) ADJACENT AN OPERABLE EXIT SEEM A IONS- OF USBE FOR OR ENTRANCE DS A ASSEMBLY INSTALLATION DETAILS W • O HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED FLORIDA' n IN ANY WAY TO SUIT ANY INSTALLATION. FBUILDING CODE(Non High Velocity Hurricane Zane ``\•/' 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. P,. • • _(�� T�; ,,ZOTLIECOumc. BERTHA H1/TM. ;`�••• � EN F •'•� �' =.Accordion Shutter System H.V. RA E 1 W OR W 0 H.V. YWNDOW BADE No 44 67 # � � r� O g EXISTING —j I MIN. SEPARATION TO GLA GLASS -- (SEE SCHEDULE ON SHEET -i OR rj CONCRETE ANCHORS (SEE SCHEDULE ON n 1 SHEET 14) N EDGE OF SLAB IF r STATE •.• i� FORT i �••' ��/FLSS� • • • • • • • iiq��NAL F P •'� �': ; �w\�y' 1 SEAL/SIGNATURE/DATE TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, wRGINIA GARDENS, FLORIDA 3316 Phone (305)871-1530 . Fax : (305)871-1531 e-mail; tiltecogool.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lie. # 44167 American Shutter SysfemS AssoclaflOn, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 REV. N DESCRIPTION DATE I DRAWN BY: M.P 1 OLD 17-107 /2/202 2( DATE: 7/2/20 2 DRAWING No n L0-164 a 4 5 S 7 ET OF 20 s OUT 2"x2"x1/8"x0'-2" (6063—T6 ALLOY) ALUM. ANGLE W/(2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) 4 (4)#10x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) N 5 � 1/_n '" 1/2" 2" 0 Q OR@ OR ©+ OOR®0R 1 Q +OOR 1 + @ OR © + OOR © + ©.OR -@+ ®ORQ+ ®OR®+t Q OR 8. '+®aRO9+O3at19+15 —l�c: I N EXISTING GLASS ©OR®OR©+ Oat®OR@ +@OR io+@ORO+@OR0+©OR ©+O +@OR©+O+®aR O+ U8 - I7 Sl+ ®OR®+ U OR — — — ®+CQ Q)+©oR19+Q 3 1/4„ 1/2" OR ® + #10x3/4" S.M.S. ® 12" O.C. FULL LENGHT. ®+® MIN. SEPARAOR TION It-7 OR WTO GLASS (SEE SCHEDULE EKI OPTIONAL R) ON SHEET 11) L - _ INSTALLATIONS W 1 HV BLADE W HV CENTERMATES tV 12 OR U-4 - 1EXISTING GLASS ---------- 6 1/2" 7" CENTERMATES W f HV LOCK F on-0 SEE NOTES ON LOCKING RODS 3& , HV LOCKS 2� or 2Z) AND ALTERNATE HV LOCK ® ON SHEET 5. ** BLADE SLACK DETAIL HVF IS VALID FOR ALL CENTERMATES APPLICATION WITH BLADED SYMMETRYCAL CENTERMATES W/ HV LOCK fior e ftlk— — - — - — -- - :37 5 ` O so• OR + --� O — - - OR .OUT ® OR ® HVB HVC HVA QaR®aR©+OaR®wtjQ +ooR 10_©_ _©_ EXISTING GLASS _ _ _ _ _ — — _ + OR + OR + OR SYMMETRICAL * IN 6 7 1 oR 6 + + °R MIN. SEPARATION IG CENTERMATES 6 5 + 8 aR 1 + 8 oR 8 + 7 OR TO GLASS o © O © O (SEE SCHEDULE' �, W/ HV LOCK .26* OPTIONAL ON SHEET 11) (INTERIOR) OR r?)+ 00 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) - 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQU ED _ Bill CONCRET7 0 ® ANCHORS LV907. * °R 0 U T 6 1 /2" MAX. SLACK (EXTERIOR) H V E H V F** �/ r HVD FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone: 02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM \c, E TIL-EC0imc_. A.S.S.A Accordion Shutter, System 44 __ 67 RV. RAM#, W/ OR w/o H.v. wlN�a►w RAMNo. TILLIT TESTING & ENGINEERING COMPANY 36th. 305. VIRGINIA GARDENS, FLORIDA 3318 REV. N DESCRIPTION DATE DRAWN BY: M.P //✓ American Shutter Systems y Association, Inc. 1 OLD_ 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No 'a'• STATE . - F @' : 6355 N.W. St., Ste. Phone (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive s p . R� �� oR� • • • • • • • �'";,x/41 P ••' ,.� e—mail: tilteco®aol.com CA-0006719 TILLIT - West Palm Beach, FL 33407 20— 1 64 4 tSs+ /DNA itr'nu 9%0111 EAL SIGNATURE DATE � � WALTER A. Jr. P.E. FLORIDA Lic. 44167 SH8ET OF 20 r, - SEE END CONNECTION DETAILS ON SHEETS 10 A 18 INSTALLATION 111 HV BLADE OUT ,�Tr IN EXISTING GLASS Wf. HD CENTERMATES BLADE Q SLACK DETAIL HVF, INDICATED ON SHEEP B. o v ® O O O Ooa AS WELL AS UNIVERSAL FLOATING BLADE © DETAIL HDD—HVD , 3 NDICATED ON THIS SHEET, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEE END WAIL CONNECTION- 10 @-®`® OR DETAILS ON SHEETS 10 & 18 2 zz•x1/5•xo-2 (6053--T6 ALLOY) ALUM. ANGLE W/(2) 1/4.0 TAPCON I I--®--------------------------------------------—'-35-----------------�—n", 3rJ ae 1 a ANCHORS TO CONCRETE 5/5• I (OPTIONAL) (TOP/BOTTOM) a 4 , (OPTIONAL)- - ) ;4)010x1/2• S.M.S. TO TUBE ItOx3/4• S.M.S. m 12• — E D.C. FULL L&GHT. * AT EACH ANGLE. (TYP) �. „ (4) H.V. (4) H.V. MIN. SEpARAnON 30HV T PINS (TYP.) s 5 aI 7 3/4" PINS (TYP.) (SEE SCHEDULE LOCK (INSIDE) , 5/8• a * SEE NOTE 6 FOR HV LOCK , 'T' LOCK. ON SHEET 5. t SERIES 9444 ALUMINUM (2024—T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL OF, ©0 HV "T" LOCK (OUTSIDE) �0 OUT 1 /4" 0-20 x 1 1 /2" S.S.M.S. W/ 71VO x 3/32" WINGNUT. 26 HVG* EN S No. 441 7 -a'• STATE '��D'• FCORI .• `�. F S/ON A.��`�SEAL/SIGNATU 31 OR (OPTIONAL) HDB—HVB SYMMETRICAL HD CENTERMATES Wes_ ( ! LOCK (EXTERIOR HDD—HVD** FLOATING STACK )1 [ 31 OR 32 -' 35 3i ORC OUT (OPTIONAL) HDC—HVC SYMMETRICAL HD CENTERMATES W/ Qt LOCK (INTERIOR)- of®oR©+Oaz®ax10 +Oat + ®� ©+ ��©+® an +o + ®-©+o+®OR © * SEE NOTES ON LOCKING RODS (& HD a LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADEQ DErAIL HOD-HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE O FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone @2020 TILTECO, INC. © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM A S Accordion Shutter System 11LIECO-Mc. ■ ■ ■ ■ H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. Nol DESCRIPTION DATE DRAWN BY: M.P 6355 N.W. 36th, St., Ste. 305, VIRGINlA GARDENS, FLORIDA 3316C Association, Inc. 1 OLD 17-107 /2/202 DATE: 7 /2 /2020 Phone : (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 DRAWING No e—mail: tilteco®aol.com West Palm Beach, FL 33407 3 20-164 CA-0006719 _4 WALTER A. TILLrr Jr. P.E. -jr- /rnArr FLORIDA Lic. # 44167 1. 1 SHEET POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED I.UNGKt I t ANLa1UK ® 16" Q.C. ---}}} EXISTING GLASS i 1MIN. 1 1 /EQ SEPARATION EQ TO GLASS (SEE SCHEDULE ON `SHEET 1/16"x3' MAX.— 11 FOR BLADE (DAND (6063-T6) CONT. (LOCATE AT ON SHEET 19 FOR BLADES ALUM. CLOSER PLATE. (LOCATE 1 EITHER SIDE OF 5O) AT EITHER SIDE OF(D) 1 /2" MIN. #10x1/2" S.M.S. _ #10x1/2" S.M.S. _ ® 16" O.C. ® 16" O.C. __-_ C� OR END CONNECTION DETAIL 1� ANCHOR ® 16" / O.C. 2" MIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SEE DETAIL X FOR SIDE CONNECTION TO TRACKS — — — — — Z-1 EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE 1QAND ON SHEET 19 FOR BLADES Q & MIN. OR & END CONNECTION DETAIL 1_1IN U• um ®+ ®cx #100 /2" / ® 16" ANCHOR 12" O.C. 2" MIN. — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS _ T — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE ®AND ON SHEET 19 FOR BLADES (D & 0 I 1 SEE DETAIL X FOF / OR SIDE CONNECTION �J TO TRUCKS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE (DAND ON SHEET 19 FOR 1 BLADES ©& O i 4 USE 1" OR 2" MAX. (AS APPUCABLE)x2"x1/8"xO'-2" ' ALUMINUM CLIP ANGLE (6063—T6 ALLOY) AT MIDHEIGHT (1) #10x1/2" S.M.S. TO ® & (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF ® ) �°a®"©*O7 "'®"`J'®� SEE OE X FO SIDE CONNECTION `J 10 + 5 - ©+ ®anQ+Q9 TO TRACKS 1 p + oa + oa on END CONNECTION DETAIL(END CONNECTION . DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL EXISTING REQUIRED GLASS MIN. SEPARATION TO GLASS (SEE 1/2" MIN. SCHEDULE ON SHEET 11 FOR BLADE ©AND ON SHEE7 19 FOR o& 0 _ /2 MIN. — — — — OR & END CONNECTION DETAILQ D ♦ SEE LIMITATIONS OF USE FOR BLADE (DON SHEET 19 • fr%��'''' 02020 TILTECO, INC. \`\`yy��1�,"rd"C. 11LIEC ®. mc. No. 44 V TILLIT TESTING & ENGINEERING COMPANY S •' STATE '• F "� 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Az Q R s4 •' — • • `� `�� Phone (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco®aolcom �C`s • . I1• • N • • . • \\ �� CA-0006719 WALTER �//�/0 A i1i1rIIu11li \�� 4'`. SEAL/SIGNATURE/DATE FLOR FLORIDA Lie. # 44167 =1 I OOR®OR 61 OR QOR'I3ORIj1_1OR(j3OR1_"'L VIEW Y -PLAN DETAIL X 110120 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 =2" MIN EXISTING GLASS MR SEPA 110N TO GLASS (SEE SCHEDULE ON SHEET 111 FOR BLADE (DAND ON SHEET 19 FOR BLADES Q & Q) M OR®OR 0OR OR 30RA IOR0 OR ilon High {velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. ®ten ■ nM n r TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H•V. WINDOW BLADE 1 OLD 17-107 /2/202 DATE: 7/2/2020 z DRAWING No + 3 20-1 V4 -s SHEET SCHEDULE #1 SCHEDULE2 'MAXIMUM SHUTTER SPAN "L+" OR I-" (ft.). FOR INSTALLATIONS W/ CENTERMATES. ®& ® or W or W/ ONE H.V. LOCK ® or ® or or HD LOCK (a W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV "T" LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES ,tt MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) (+ OR —) CONCRETE & WOOD INSTALLATIONS V WALL MOUNTING FLOOR/CEILING MOUNTING L + (ft) L - (ft) L + (ft) L - (ft) 30 OR LESS 16'-0" 16'-0" 16'-0" 16'-0" 35 14'-10" 14'-10" 15'-2" 1 W-0" 40 13'-10" 13'-10" 14'-2" 15'-2" 45 13'-1" 13'-1" 13'-4" 14'-3" 50 12'-5" 12'-5" 12'-B" 13'-7" 55 11'-10" 11'-10" 12'-1" 12'-11" 60 11'-4" 11'-4" 1 V-7" 12'-4" 65 10'-10" 10'-10" 11'-1" 11'-11" 70 10'-6" 10'-6" 10'-9" 11'-5" 75 10'-1" 10'-1" 10'-4" 11'-1" 80 9'-10" 9'-10" 10'-0" 10'-9" 85 9'-6" 9'-6" 9'-9" 10'-5" 90 9'-3" 9'-3" 9'-5' 10'-1" 95 9'-0" 8'-9" 9'-2" W-10" 100 8'-9" 8'-4" 9'-0" 9'-7" 105 8'-7" 7'-11" 8'-9" 9'-4" 110 8'-4" 7'-7" 8'-7" 9'-2" 115 8'-2" 7'-3" 8'-4" W-11" 120 8'-0" 6'-11" 8'-2" 8'-9" 125 7'-10" 6'-8" 8'-0" 8'-5" 130 7'-8" 6'-5" 7'-10" 8'-1" 135 7'-7" W-2" 7'-9" 7'-9" 140 7'-5" 5'-11" 7'-7" 145 7'-3" 5'-9" 7'-5" 7'-3" 150 7'-2" 5'-7" 7'-4" 7'-0" 155 Y-0" 5'-5" 7'-2" 6'-9" 160 W-11" 5'-2" 7'-1" 6'-7" 165 C-10" 5'-1" 7'-0" 6'-4" 170 6'-9" 4'-11" V-11" 6'-2" 175 6'-7" 4'-9" 180 6'-6" - 4'-8" 0 -8" 5'-10" 185 6'-5" 4'-6" 6'-7" 5'-8" 190 6'-4" 4'-5" 6'-6" 5'-6" 195 6'-3" 4'-3" 1 6'-5" 5'-5" 200 W-2" 4'-2" 6'-4" 5'-3" 205 6'-1" 4'-1" 6'-3" 5'-1" MAXIMUM SHUTTER SPAN* "L+" OR I-" (ft.) FOR INSTALLATIONS W/ C & ONE HV LOCK ` or ® 'or W/ NO LOCKING RODS (SEE NOTES t, tt) MAXIMUM A.S.D. DESIGN PRESSURE RATING (P'a'f') (+ OR —) CONCRETE & WOOD N AL NS WALL MOUNTING & FLOOR/CEILING MOUNTING L + (ft) L - (ft) 30 16'-0" 16'-0" 35 14'-10" 14'-10" 40 13,-10" 13,-10" 45 13'-1" 13'-1" 50 12'-5" 12'-5" 55 11'-10" I V-10" 60 11'-4" 11'-4" 65 1o'-10" 10'-10" 70 10'-6" 10'-6" 75 10'-1" 10'-1" 80 W-10" W-10" 85 9'-6" 9'-6" 90 9'-3" 9'-3" 95 9'-0" W-9" 100 8'-9" 8'-4" 105 8'-7" 7'-11 " 110 8'-4" 7'-7" 115 8'-2" 7'-3" 120 8'-0" 6'-11" 125 7'-10" 6'-8" 130 7'-8" 6'-5" 135 7'-7" 6'-2" 140 7'-5" 5'-11" 145 7'-3" 5'-9" 150 7'-2" 5'-7" 155 7'-0" 5'-5" 160 6'-11" 5'-2" 165 6'-10" 5'-1" 170 6'-9" 4'-11" - 175 6'-7" 4'-9" 180 6'-6" 4'-8" 185 6'-5" 4'-6" 6'-4" 4'-5" 6'-3" 4'-3" W95 6'-2" 4'-2" W-1" 4'-1" MAXIMUM SHUTTER SPAN* "L+" R "L—" (ft.) INSTALLATIONS W, & W/ ONE HV LOCKS OR W/ NO LOCKING RODS (p (VALID FOR MOUNTING 11 SHEET 7) MAXIMUM CONCRETE A.S.D. DESIGN INSTALLATIONS PRESSURE RATING FLOOR/CEILING MOUNTING (P-8.0 OR (+ OR -) FLOOR WALL MOUNTING L + (ft) L - (ft) 30 16'-0" 16'-0" 35 15'-2" 16'-10" 40 14'-2" 15'-2" 45 13'-4" 14'-3" 50 12'-3" 55 11'-1" 60 10'-2" 65 9'-5" 70 8'-9" 9-4" 75 - 8'-9" INSTALLATION LEGEND CONCRETE & MANSORY WOOD WALL MOUNTING A, B. C. D, E, F, K & L M, N, 0, P, Q, R, S, & V. FLOOR/CEILING MOUNTING G, H, I, 11, J & M T, U, W & X 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. tt EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1 " THV BLADE- (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Ll+ "L2+", "Ll-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. FLORIDA BUILDING CODE (Non Hiqh Velocity Hurricane Zone 11 Ijj+11to,/'''' 02020 TILTECO, INC. © 2020 EASTERN METAL SUPPLY, INC. ... ..., /T BERTHA HVTM `,\C Ns 5P Z7111EColl N �. A.S.S.A. Accordion Shutter System H.V. MAE #1 W/ OR W/O H.V. WINDOW BLADE No. 4 41 _ American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY REV. N4 DESCRIPTION DATE DRAWN 8Y: MuGA+. L.G. 6355 N.W. 36th. St., Sta. 305, VIRGINIA GARDENS, FLORIDA 3316 Association, Inc. 1 OLD 17-107 �2/20Z DATE: 7/2/2020 'o•' STAI OF Phone : (305)871-1530 . Fox : (305)871-1531 4268 Westroods Drive 2 DRAWING No yam'• A �4,, ` e-maicn006®gl.com West Palm Beach,' FL 33407 3 ZQ-164 ER %/ s ' • • .. `�� WALTA. 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St, Ste, 305, VIRGINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (305)87-1-1531 e—mail: tilteco®ool.com CA-0008719 WALTER A. TILUT Jr. P.E. TE FLORIOA Lic. # 44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE LIMITATIONS OF USE FOR BLADE 8 ON SHEET 19 1 HV BLADE OR 1 HV BLADE W f 1A HV WINDOW BLADE WORKING IN UNISON 10RIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. H 111111-w ■7 ■ ■ ■ P% " r TM Accordion Shutter System H.V. RA E #1 W/ OR W/0 H.V. 1MIWN R-AM X No DESCRIPTION DATE DRAWN ey: M.P 1 OLD 17-107 /2/202 DATE: 7/2/2020 2 _ DRAWING No 4 20-164 5 SHEET 6 1 12 OF 20 (SEE MOUNTINGS E. G. & H ON SHEETS s & 71 I. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CON W1E/CCNCREFE BLOCK POURED CONCRETE 6W0MuM SPAN EOWALL SILL MOUNTING © CEILING MOUNTING QH FLOOR MOUNTING D. DESIGN NEGATIVE PRESSURE RAING M kS.D..DESIGN NEGATIVE PRESSURE RATING psf S.D. DESIGN NEGATIVE PRESSURE RATNG (psl) 30 40 60 75 90 112011601205 30 40 60 75 90 1120 160 205 30 140 60 75 1901120 160 205 14 12 10 9 8 1 8 6 5.5 14 12 10 9 8 1 8 6 6 14 12 10 9 1 B 1 8 6 6 3'-0" 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 1 8 1 8 6 6 OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 1 8 1 8 6 5 14 12 10 9 8 8 6 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 14 12 10 9 1 8 7 5.5 _L 3.5 14 12 10 9 8 B 6 6 14 12 10 9 8 8 6 5 4'-0" 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9- 8 8 6 7KS 14 12 10 9 1 8 8 6 4 14 12 10 9 8 8 6 4.5 14 12 10 9 8 B 4 3.5 14 12 10 9 8 1 8 6 4.5 14 12 10 9 8 8 6 5.5 14 112 10 9 8 8 6 4.5 14 12 10 9 7.515.5 3.5 - 14 12 10 9 8 1 8 6 5 14 12 10 9 8 7 5.5 4 5'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 _14 12 10. 9 B 8 6 4.5 14 12 10 9 8 7 4 - 14 12 10 9 8 6.5 5 3.5 14 12 10 1 8 6.51 5 3.5 3 14 12 10 9 8 7.5 4.5 - 114 12 10 9 8 B 6 4.5 14 12 10 1 9 8 6 4.5 3.75 -14 12 9.5 7.5 6.5 4.5 - I - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 8 14.513.51 14 12 10 9 8 8 6 1 - 114 12 10 9 8 8 6 5 14 12 10 9 8 6.5 5 3.5 14 12 10 9 7.5 5.5 3 1 - 114 12 10 8.5 7 5.5 4 3 14 12 8 6.5 5.5 4 3 - 14 12 10 1 9 1 8 6 - -. 14 12 1D. 9- 8 16.5 5 3.75 14 12 10 8.5 6 5 4. - 14 12 8 16.5 15.5 3 - - 14 12 10 9 8 16.5 4.5 3.5 14 12 10 8 7 5 3.5 3 7'-0' 14 12 10 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 7.5 5.5 4 3 14 12 10 8 6.5 4 - - 14 12 9 7.5 6 4.5 3.5 - 14 10.5 7 5.5 4.5 3.5 - - 14 12 10 8.5 7 4 - - 14 12 10 9 7.5 5.5 4 - 14 12 9 1 7 7.5 4.5, - I - 14 11 7 5.5 4.5 - - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 6 4.5 3 - 8'-0" 14 12 10 9 8 6.5 - I - 114 12 10 9 B 6 4 - 14 12 10 6 6.5 5 3.5 - 14 12 8.5 7 5.5 3 - - 14 12 8 6.5 5.5 4 3 - 12.5 9.51 6 5 4 3 - - 14 12 9.517.5 6 - - - 14 12 9.5 8 6.5 5 - - . 14 12 8 B 16.5 4 - - 13 9.5 6.5 5 13.5 - - - 14 112 10 8 6.5 5 - - 114 12 8 6.51 5 4 - - 9.-0" 14 12 10 9 8 - - 14 12 10 9 7.5 4.5 - - '14 12 8.5 7 15.5 4 - - 14 11.5 7.5 6 4 - - - 14 11 7 5.5 5 3.5 - - 11 8 5.5 4.5 3.5 - - - 14 12 8 6.5 4.5 - - - 14 12 8.5 7 5.5 4 - - 14 10.5 7 5.5 6 4.5 - - 1.5 8.5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5 4.5 3.5 - - 10'-0" 14 12 10 9 7.5 - - - 14 12 10 8 6.5 5 14 12 8 6 5 4 - - 14 10.5 7 5 3.5 - - - 13 9.5 6.5 5 4 3 - - 107.5 5 4 3 - - - 14 11 7.5 5.5 - - - - 14 11.5 9 6 5 1 4 - - 2.5 9.51 6 5 4 4 - - 0.5 8 5 - - - - I - 114 112 8 6.5 5.5 4 - - 113 10 6.5 5 4 3 - - 11 ,-Ow 14 12 10 - - - - - 14 ' 12 9 7 6 4.5 - - 14 10.5 7 5.5 4.5 3.5 - - 12.5 9.5 5 - - - - - 12 9 6 4.5 4 3 - - 9 7 4.513.5 3 - - - 14 10 7 - - - - - '14 10.5 7 5.5 4.5 - - - I 1.5 8.5 5.5 4.5 3.75 - - 9.5 7 4.51 1 - - - - 14 11.5 7.5 6 5 '- - - 12 9 6 4.5 4 - - - 12'-0" 14 12 10 1- - - - - 14 12 8 6.5 15.5 - - - 13 10 6.5 5 4 - - - 1.5 8.5 4.5 1 11 8 5.5 4 3.5 - - - 8 6 4 3 - - - 3.5 9.5 6 - - - - - 13 9.5 6.5 5. 4 - - - , 0.5 8 5 _ 4 - - - - 9 6.5 - - - _- -_ -_ 14 11,0.5 -75.5. 4.5 .- - - 11 8.5 5.5 4.5 3.5 - - 13'-0' 14 12 - - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - - 0.5 8 - - -I - - - 10 7.5 5 4 3 - - - 7.5 5.5 4 3 - - - 2.5 8.5 - - - - - - 12 9 6 4.5 4 - - - 9.5 7 5 4 - - - - 6 - - - - - - 13 9.5 6.5 5 - - - 0.5 7.5 5 4 - - - - 14'-O'12 HIS - - - - - - 14 10.5 7 5.5 - - - - 11 8.5 5.5 4.5 - - 7.5 - - - - - - 9 7 4.5 3.5 - - - - 7 5 3.5 3 - - - 8 - - - - - - ill 8 5.5 4.5 - - - - 9 6.5 4.5 - - - - - 7.5 - - - - - - 112 9 6 - - - - - 9.5 7 4.5 - - - - - 15'-0' 14 - - - - - - -P4.51 10 6.5 - - - - - 10.5 8 5 - - - 9 - - - - - - 8.5 6.5 4 - - - - - 6.5 5 3 - - - - - 10 - - - - - - - 10.5 8 5 - - - - - 8.5 6 _4 - - - - 7 - - - - - - 1.5 8.5 5.5 - - - - - 9 6.5 4.5 - - - - - 16•-0' 14 - - - - - - 2.5 9.5 6 - - - - 10 7.5 5 - - - - 8 - - - - - - - 8 6 4 - - - - - 6 4.5 3 - - - - - 9.5 - - - - - - - 9.5 7 5 1 - I - - - - 8 6 4 - - - - TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ ♦ SEE UMRATFONS OF USE FOR BLADE 1@ ON SHEEP 19 BLADE OR V BLADE W HV WINDOW BLADE WORKING IN UNISON 1144 i � r No. 44 167 2Ar-I STATE OF r /%;.'4Ss10NA '�"EAL SIGNATURE DATE lill,,,ITn R / / (A) TO EXISTING POURED CONCRETE: (Min. Vc - 3 k9i) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. f'c = 3 ksi) - 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BYALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'c = 3 ksi) - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 ksi) - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. f'c = 3 k9i) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/47, AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE 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 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. - 1/4"0 x 3/4" ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT. INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4- AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". B.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. 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 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES: ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. -REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL EDGE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING DICTANCE E.D. MIN. SPACING = 3' MIN. SPACING = 3" MIN. SPACING = 3 1/2' MIN. SPACING = 3" 3 3/4' 4' POURED CONCRETE & POURED CONCRETE CONCRETE BLOCK POURED CONCRETE & POURED CONCRETE & POURED CONCRETE CONCRETE BLOCK CONCRETEMND. BLOCKMIN. E.D. = 3 1/2' MIN. ED. - 2 1/2" CONCRETE MIN. ED. - 3 12 BLOCK CONCRETEMND. BLOCK MIN. ED. - 3 1/2' MN. ED - 2 1/2' 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 2 1/2' - 0.81 1.0 - - 0.67 1.0 2' - 0.71 - - - 0.51 - 1 3/4" - 0.91 - - - 0.43 - 1 1/2" 0.35 - - - - 0.35 02020 TILTECO, INC. ETILIEC ® mc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco®aoi.eom CA-0006719 WALTER A TILLIT Jr. P.E FLORIDA Lic. # 44167 UKNA OWING CUUL (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ®G ■'S ■ "#&. n r TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW RAX :V. No DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No 3 4 20-164 s 1 1 SHEET 13 OF 20 (SEE MOUNTINGS I, J. K do L ON SHEET POURED CONCRETE POURED CON CONCRETE BLOCK MAXIMUM WALK OVER & 11 TRENCH MOU JQ RAINGUARD MOUNTING QK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING SPAN QQ A.S.D. DESIGN NEGATIVE PRESSURE RATING , S.D. DESIGN NEGATNE PRESSURE RATING S.D. DESIGN NEGATIVE PRESSURE RATINGA.S.D. DESIGN NEGATIVE PRESSURE RATING 30 40 60175 90 120 160 205 30 40.160 1 75205 120 160 205 30 40160175 90 120 160 205 30 40 60 75 90 120 160 205 14 12 10 9 8 8 6 6 12 12 12 12 12 1.5 8.5 6.5. 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 3'-0" 14 12 10 9 8 6 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 8 8 6 6 12 12 12 12 0.5 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5. 5 14 12 10 9 8 8. 6 6 12 12 . 12 12 ..12, 10 7.5 6 7 7 7 7 7.-7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 11.5 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 -5 ' 5 5 5 5 5 4 4'-0" 14 12 10 9 8 8 5 6 12 12 12 12 12 19.51 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 1 9 8 8 6 6 12 12 12 9-5 8 5 4.5 3.5 7 7 7 7 7 7 6.5 5 5 1 5 1 5 5 5 5 5 5 14 112. 10 1 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 1 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 '7 7 7 7 5.5 4 3 5 5 7 5 5 5 5 .4 1 3 14 12 10 9 8 8 6 8 12 12 12 12 10 7.5 5.5 4 .7 7 7 7 7 7 7 7 5 5 5 5 5 1 5 5 5 14 12 10 9 B 8 6 6 112 12 9.5 7.5 6 4.5 3.5 - 7 7 7 7 7- 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 1 8 8 6 6 112 12 12 19.5 8 76 4.5 - 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 9 8 8. 6 B 112 12 11.51 9 17.5 5.5 4 3 17 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - 6'-0" 14 12 .10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.517 7 7 7 7 7 7 7 5 5 5 5 5 5 1 5 5 14. 12 10 9 8 8 6 6 12 12 8 6 5 4 3 - 7 7 7 7 7 5.5 4 - 5 5 5 5 5 5 4 3 14 112 10 9 8 8 6 6 12 12 10. 8 6.5 5 3.75 - 7 7 7 7 7 6. 4.5 - 5 5 5 5 5 5 4.5 - 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 5.5 4 - - 5 5 5 '5 '5 4 3 - 14 12 10 9 8 8- 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 7'-0„ 14 12 10 9_ 8 8 6 6 12 10 8.5 5 4.5 3 - - 7 7 .7 7 6.5 5 3 - 5 5 5 5 5 5 3.5 3 14 12 10 9 B 8 6 6 12 12 8.5 7 5.5 4 - - 7 7 7 7 7 5' - - 5 5 1 5 5 5 5 4 - 14 12 10 9 8 8 6- 12 12 8.51 7 15.5 4 1 3 1 - 17 7 1 7 5.5 14.5 3 -- 5 5 5 5 4.5 3.5 - 14 12 10 9 8 B 6 - 12 12 0.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 S'-0" 14 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5 5 5 4 3 - 14 12 10 9 8 8 6 - 12 11 7 5 6 5 .75 - - 7 7 7 7.5 6 4.5 - 5 5- -5 5 5 4.5. - - 14 12 10 9 8 8 - - 12 11.5 7.5 -6 5 3.5 - - 7 7 6.5 5 4 - - - 5 5 5 5 4 3 - - 91-0„ 14 12 10 9 8 8 - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 98 8 - - 0.5 S 5 4 3.5 - - - 7 7 7 6 .5 3.5 - - 5 5 5 5 5 4 3 - 14 12 10 9 8 , 8 - - 12 10 .6.5 5 4.5 .- - - 7 7 .7 6.5 5..5 - - 5 5 5 5 5 4 - - 14 12 10 9 8 8 - - 12 0.5 7 5.5 4.5 3.5 - - 7 7 5.5 4.5 3.5 - - 5 5 5 -4.5 3.5 - - 10'-0" 14 12 10 9 8 8 - - 12 11 8.5 6, 5 3.5 - - 7 7 7 7 7 7 4.5 - 5 5- 5 5 5 5 5 4.5 14 12 10 9 8 8 - - 9.5 7 4.5 3.5. 3 - - - 7, 7 7 5.5 4.5 - - - 5 5 5 5 44 3.5 - - 14 12 10 9 B 8-- .12 9 6 5 4--- 7 7 7 6 5--- 5 5 5 4.5 5-- 14 12 10 -9 8 8 - - 12 9.5 6 5 4 3 - - 7 7 5 4 3 - - - 5 5 5 4 3.5 - - - 11,-0" 14 12 '10 9 8 8 -_ - 12 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 14 12 10 9 8 8 -- 8.5 6.5 4 3.5 3--- 7 7 6 5 4--- 5 5 5 5 4 3-- 14 12 10 9 8 8 - - 11 8 5.5 4 - - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 A.5 - - - 14 12 10 9 8 - - - 1.1.5 8,5- 5.5 4.5 3.5 - - - 7 7 4.5 3.5 - - - - 5 5 4.5 3.5 3 - - - 12'-0" 14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - - - B 6 4 3 - - - - 7 7 5.5 4.5 3.5 - - - 5 5 5 4.5 4 3 - - 14 12 10 '9 8 I- - - 10 7.5 5 4 - - - 7 7 6 5 .- - - - 5. 5 5 5 -4 - - - 10 -9--- 8- - _ = 0.5 8 5 -4 3.5 = _ - 7 6.5 4:5- 3.5- _ -- _ - 5 5 4.5 3.S -3 -13'-0„12 r41412- 10 9 8 - - - 1.5 8.5 6 4.5.3.5 3 - - 7 7 7 7 7 4.5 - 5 5 5 5 5 5 4.5 3.5 12 10 9 8 - - - 7 5.5 3.5 3 - - - - 7 7 5 4 3 - - 5 5 5 4 3 - - 12 10 9 8 - - - 9 7 4.5 3.75 - - - - 7 7 5.5 4.5 - - - - 5 5 5 4.5 4 - - - 14 12 10 9 - _ - - 10 7.5 5 4 3 - - - 7 6 4 3 - - - - 5 5 4 3 - - - - 14 12 10 9 - - - - 0.5 8. 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14'-0" 14 12 10 9 - - - - 6.5 5 ,3 - - - - - 7 7 5 3.5 - - - 5 5 5 4 - - 14 12 10 9 - - - - 8.5 6.5 4 - - - - 7 7 5 4 - - - 5 5 5 4 - - - 14 12 10 - - - - - 9 7 4.5 3.5 3 - - - 7 5.5 3.5 - - - - - 5 5 3.5 3 - - - - 15'-0" 14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - - - - - 6 4.5 3 - - - - - 7 7 4.5 3 - - - - 5 5 4.5 3.5 - - - 14 12 10 - - - - - 8 6 4 - - - - 7. 7 5 - - - - - 5 5 5 4 - - - - 10 - - - - - 8.5 6.5 4 3.5 - - - - 7 5.5 3.5 - - - - 5 5 3.5 - - - - 16'-0"12 12 10 - - - - 9.5 7 4.5 3.5 3 - - - 7 7 7 7 '6 3 - - 5 5 5 5 5 4.5 3.5 - L12 10 - - - - - 6 4.5 3 - - - - 7 6.5 4 - - - - 5 5 4 3.5 - -12. 10 - - - - - 7.5 5.5 .75 - - - - - 7 7 4:5 - - - - - 5 5 4.5 - - - - - ©2020 TILTECO, INC. F67 IL ECOlmc No. 441 TILLIT TESTING & ENGINEERING COMPANY STATE F 6355 N.W. 35th. St.. Ste..30 . VIRGINIA GARDENS, FLORIDA 33 �0.m ••• ` Phone : (305)87-1-1530 . Fax : (305)871-1531 /� �� 0 R 1. P �` a -moll: tilteco®ool.co •'� �� CA-0006719 • • • • • • • ��' WALTER A. TILLIT Jr. P.E. y�i�1s`ON•A1 ��`�SEAL/SIGNATURE/DATA FLORIDA Lim.44167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VAUD ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 HV BLADE ONLY. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 11aGR ■ "in "IT/TM Accordion Shutter System H.V. BLADE #1 W/ OR W/o H,V. MWN BLADE REV. No DESCRIPTION DATE DRAWN BY. MY 1 OLD 17-107 /2/202 DATE: 7/2/2020 2 DRAWING No 3 4 20-164 5 CI-I%rT MAXIMUM GIVEN A.S.D. MAX. DESIGN SHUTTER PRESSURE RATING (Q.s.f.) AND CORRESPONDING MAXIMUM SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND (SEE MOUNTINGS ON SHEETS 16 & 17). ANCHOR A CORRESPONDING SPACING (in.) MOUNTING SCHEDULE TYPE. FOR A S U B !S3T'F=E MAXIMUM SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE W/ PINE FIR NORTH MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/2" MIN. CDX PLYWOOD SO ERN NE No. 2 W/ MIN. G=0.55- OOUGLAS 5r0 W/ MIN. G=0.50 SPRUCE PINE FIR NORTH Wy MIN. G=0.43 / SPRUCE PINE FIR SOUTH W MIN. G=0.36 SPAN (ft) WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P& Q B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V B.O. WALL MOUNTINGS S& V OEM l6iM ffln i Mw (w) ksa OEM NLAK PE'SS1AiE WN (PsI) ksA ow IE K PRESSMRE WE {psi] M ME WAR IwK RANG (P4 M wa WAT E PNMIRE WK (psf) w Mw am fliiSUiE NNW alIDWKM WN W LU IF3D 1>0'. TK PRESAIAE wn om LFPARE FEW WAND (psi . "a RECIANE Pltl5 K Milli; (psij 40 160175 90 05 30 40 60.75 90 05 30 40 60 75 9010,5130 40 60 75 90 05 30 40, 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 -0° OR LES 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 '9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 f2 4'-0" r12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 -6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0" 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0. 6'-0" 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 5 6 5.5 5 4.5 12 10 10 9 _F T5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0" 12 10 10 9 6.514 6 16 1 6 5.514.5 4 12 110 1 10 9 5 3 6 6 1 6 15 14 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 10.58.5 7.5 8'-0" 12 16 10 7.5 4.5 3 6 6 6 5 4 3.512 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - - 6 5 5 4.5 .3.5.3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 11.5 9 7.5 6.5 9'-0" 12 10 10 5 3:5 - 6 6 5.5 .5 3.5 3 12 10 9 4 1- - 6 6 4.5 4 3 3 12 10 4 3 - - 6 16 4.5 4 3 3 6 5 3.5 - - - 12 12 12 12 12 0. 12 12 12 1. 9.5 8.5 12 12 10 8 6.5 5.5 10'-0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 1- - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4 3.5 3 - 6 5 - - - - 12 12 12 12 11.5 9:5 12 12 12 10-.5 8.5 7.5 12 12 9 7 6 5 11'-0" 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - - - - 6 5.5 4 - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 18 6.5 5.5 4.5 12'-0" 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - - 12 12 12 11.59.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-0" 10 - - - - 6 6 - - - - 12 10 - - - - 6 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 12 12 12 10. 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 14'-0" r12 10 - - - - 6 5.5 - - - - 12 7 - - - - .5 4.5 - - - - 12 7 - - - .5 4.5 - - - - 6 3 - - - - 12 12 12 9.5. 8 6 12 12 9.5 7.5 6 4.5 12 9.5 I.5 5 4 3 15'-0" - - - - - 6 - - - - - 12 - - - - _- 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - 16'-0" - - - - - 6 - - - - - 12 - - - - - 5 - - - - 1.5 - - - - - 5 - - - - 6 - - - - - 12 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 1.5 .5 5.5 4.5 3.5 - (1� HV BLADE OR JD HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON* ♦ SEE LIMITATIONS OF USE FOR BLADE (BON SHEET 19 ♦ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHAD_ CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER W/ MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/ G-0.50 (N.O.S.) EACH SECTION ON SHEETS 16 & 17. -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2' COX PLYWOOD (1986 APA) 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. •�\,vEN• 1yo. 4416.7 •. FTATE - P•.. S �'4� •, 0" . LOR 02020 TILTECO, INC. 11LIECOmc. TILL IT TESTING & ENGINEERING COMPANY 6355 N.W. 35th. St., Ste. 305, VRRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fox : (305)871-1531 e-moil:. tilteco®ool.com . CA-0006719 WALTER A TILLIT Jr. P.E. TURE/DATE FLORIDA Uc. # 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 oIF=R ! ■7A% n V TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE Y. No DESCRIPTION DATE DRAWN BY: M.P I OLD 17-107 /2/20z DATE: 7/2/2020 2 DRAWING No 3 4 20-164 5 SHEET 6 1 1 15 OF 20 EXISTIN UILDINGS FOR IMP IAICTAI I ATIIfNK14Z V+ BLADES (AS -APPL WALL FINISH FI/4"O TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) — — — �OR(jglX v�o �IIH EXISTING MIN. II 2"x4" WOOD I I I II HEADER REQUIRED I I I EXISTING I MIN. SEPARATION III I i GLASS --I TO GLASS (SEE I� SCHEDULE ON SHEET I 1 11 FOR BLADE O AND`_1 I I ON SHEET 19 FOR Q BLAM O& I I + I (M)HV WALL HEADER INSTALLATION EXISTING r� GLASS— 1 MIN. SEPARATION TO GLASS I I 11 2"x4" CO I I I WOOD PLATEI(SEE SCHEDULE ON SHEET 11)I I I I REQ'D.-1 I I I I :..;.. . WA LL I I ^FINISH OR 1@• 2"x4" CONT. WOOD PLATE REQ'D. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1/4"0-2Ox3/4" S.S. MACHINE SCREWS W/ 1/4"-20 NUTS N ® 12" O.C. 1" Min. rEQ , E i OR (1 01 2 I_ —OPTIONAL I/ L ' �> .—FWALLINISH I r'-� � EXISTING MIN. II 2"x4" WOOD I. II HEADER REQUIRED I II I II MIN. SEPARATION TO GLASS EXISTING SS —;I —(SEE SCHEDULE ON SHEET 11) II ON HV WALL HEADER INSTALLATION I MIN. SEPARATION TO GLASS EXISTING SEE SCHEDULE SCHEDULE ON SHEET 11) I I GLASS I I 1 1/440-200/4" S.S. MACHINE SCREWS W/ 1/4"-20 NUTS ® 12" D.C.II 1i �) OR . 1 /4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2'x4" 1 STUDS @ 16' O.C. MAX `1/2" MIN. CDX PLYWOOD REQ'D. REQ'D. PLYWOOD TO BE EXISTING MIN. 2'x4" STUDS ® 16' O.C. MAX. REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE l/ ww I I @11 I 1\ICr♦ I I ♦TIA\1 F.B.C. S \,\GENS , No. 441 2 -o'• STATE 0 ; ',��p�. F�OR10 '•� " Min. 1/4"0 TAPCON OR TAPCON WITH ADVANCED 1—SEE SHEET 4 FOR TYPICAL 1/2" MIN. CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. PLYWOOD REQ'D, W/ 1/2" Min. PENETRATION OF 2—MOUNTING SECTIONS CAN BE WALL FlNIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ® HV WALL SILL INSTALLATION ♦ SEE LIM ATIONS OF USE OF BLADE 1A ON SHEET 19 @2020 TILTECO, INC. ZTILIECO INC. r r TILLIT TESTING & ENGINEERING COMPANY ~ 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, FLORIDA 331 Phone : �(305)871-1530 . Fax : (305)871-1531 a —moil: tiltecoGool.eom CA-0006719 WALTER A TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 lI TO GLASS (SEE SCHEDULE ON SHEET I�— 11 FOR BLADE O AN 1 ON SHEET 19 FOR EXISTING BLADES © & GLASS---iI 1 WALL-7 OR 1� 1/44-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 2"x4" CONT. SILL PLATE REQ'D. (0)HV WALL SILL INSTALLATION � II III n MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) I I I I G AINSs— l I I I I X 1 1/4"0-20x3/4- S.S. 1 MACHINE SCREWS I I I I 1 USING 1/4"-20 NUTS V11,11I 1 ®12" O.C. i.; OR 18 JL 7OR' " I •'`'j I N ! 1" Min. ',IJII 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" CONT. ` :: Min. PENETRATION OF THREADED AREA TO PATE EXISTING WOOD HEADER. D. (SEE SCHEDULE ON SHEET 15) � 1 ` f III iI :''•7 WALL FINISH ® HV WALL SILL INSTALLATION FLORIDA BUILDING A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Non High velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. O G R ■ "RAS " r TM Accordion Shutter System H.V. BLADE #1 W/ oR W/O H.V. WIMM BLADE REV. N DESCRIPTION I DATE I DRAWN BY: M.P 1 OLD 17-107 /2/202 DATE: 7/2/202C DRAWING No 3 J e20-164 4 5 SHEET S OF 20 0 TALLATION DET ING WOOD BUILDING V♦ AS APPLICA wAli FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH B! 1/4"0 TAPCON OR TAPCON WITH ADVANCED 4"x8" (Min.) EXISTING THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/ 1 1/2" Min. PENETRATION STRUCTURAL ADEQUACY 1 OF THREADED AREA TO 1 /4"0-20x3/4" S.S. OF EXISTING WOOD BEAM EXISTING WOOD HEADER. 1" PHILUPS TRUSS HEAD TO BE CERTIFIED BY (SEE SCHEDULE ON SHEEP 15) Min' MACHINE SCREWS REGISTERED ENGINEER OR W/ 1/4"-20 NUTS ARCHITECT PRIOR TO EQ EQ 19 j- EQ-:-- EQ 0 12" O.C. SHUTTER INSTALLATION. OR .1 rJ 1/4"0 TAPCON OR TAPCON WITH ADVANCED N _ S .257" THREADFORM TECHNOLOGY I Max. W/ 1 1/2" Min. PENETRATION iv I OF THREADED AREA TO EQ EQ OPTIONAL EXISTING WOOD HEADER. - Llil (SEE SCHEDULE ON SHEET 15) m• ~EXII ISTING MIN 2"x4" _`_l1 l!EXISTING—II HEADER REQ'DGLASS IlMIN. SEPARATION TO GLASS(SEE SCHEDULE ON SHEET 11) I EXISTINGNNG I I' I I MIN. SEP"TION I I 0 HV WALL HEADER INSTALLATION ON (� I ION MADE (T)AND SHEET 19 FOR I I NOTES & (g) 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY IN2-MOUNTING CAN BE ANYWAY TOESUITNANY INSTALLATION.EO OT HV CEILING INSTALLATI01 MIN. SEPPWON II I To Gass (SEE MIN. SEPARATION O GLASS I I I ,I SCI EDULE ON SHEET (SEE SCHEDULE ON SHEET 11)—I I I EXISTING 11 FOR 8L4DE p AND FOR EXISTING I• _ (. 1 GLASS BLS® & I GLASS--�I II i 1. I l II I I I ALTERNAT VANCHOR II WALL + I LO A71ON 0 FINISH I.I 1/4" I 3/6 MIN. te,. - - Max. ©± .'•1 13 OR 2"x6" MIN. WOOD DECK REQUIRED (NO V. �' FINISH ALLOWED) i I•, �:: 19 2" EDGE OF DECK EQ IF APPLICABLE 14"1/4"0 TAPCON OR PHILUPSO2 TRUSS Mm.S HEAD l �1 -�. 2"x4" CONT. TAPCON WITH ADVANCED MACHINE SCREWS SILL PLATE THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM -REQ'D. W/ 1 1/2" Min. PENETRATION ® 12" O.C. OF THREADED AREA TO TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE HV WALL SILL INSTALLATION ♦ BLADE MAAONNSHEET 19 S OF USE FOR O HV FLOOR INSTALLATION No. 441 E 7 ' -a•'• STATE 0 S, 0,,�'sF L 0 R l0 ikt. SEAL/SIGNATURE/DATE 1/2 #14x3/4" EQ. S.M.S. a 6" O.C. I or or I I I OPEN HOLE AT EACH STUD TO ACCEPT 56"0 LAG CENTER AT OFSCREW TUBE. I to EXISTING MIN. SEPARATION ON GLASS I SSSEE (SHEET - O SCHok1 LE OR • tON BADE (DAM I 1919 FOR M DES0& 3 N U HV OR 1@* #100/4" HEX WASHER -HEAD TEK SCREWS ® 12" o.c —� EDGE -J' OF DECK IF �. APPLICABLE 02020 TILTECO, INC. . Z __ �\. TL EC®.NC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tiltec0000l.com CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 (IF APPLICABLE) EXISTING WOOD TRUSSES OR 1/2- Zr RAFTER ® 24" O.C. REQUIRED EXISTING SOFFIT 3/4" Max. THK. i'x4"x1/8" CONT. ALUM. TUBE �(6063-T6 ALLOY) W/ or 13 or 15 (3)5/16"0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT 1. MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL -{ WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72psf MAX. A.S.D. DESIGN LOAD AND to `i 9'-0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS —OOR FIR OR SOUTHERN PINE No. 2, OR EQUAL. MIN. I I SEPARATION I I TO GLASS I (SEE SCHEDULE ON SHEET 11) I I I I I I I EXISTING GLASS— - a\ a 1. _2"x6' MIN. -WOOD _ DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. IIN. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) A bV WALK -OVER INSTALLATION FLORIDA BUILDING CODE (Won High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTm ® . ,��' ■ A ■ Accordion Shutter System H.V. BLADE #1 W/ OR W/o H.Y. WIMM MAX American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 REV. lqo DESCRIPTION DATE DRAWN BY: M.P 1 OLD 17-107 ),/2/202 DATE: 7/2/202I 2 DRAWING No 20— 1 64 3 4 5 SHEET 17 of 20 6 2 x4' MIN. WOOD STUDS. _ (AS APPUCABLE) AW EXISTING GLASS MN. SEPARATION 10 GLASS (SEE SCHEDULE ON SHEET 1 I FOR BLADE ON SHEEr 19 FOR ELIDES (I) & Ejl� of r5 . / \ END INSTALLATIONS ) HV BLADE OR tfA: WINDOW BLADE INTO 2ofx499 MIN. WOOD STUDS 2'x4' MIN. WOOD STUDS REQ'D. 2'x4' MIN. WOOD 1/4" TAPCON /ANCHOR O 6' O.C. W 1 1/2' MIN. P ETRATION INTO STUDS OR W/ MIN. 1/2' PENETRATION >•To 1/2' COX PLYWOOD IF NO STUDS DUST. '--1/2' MIN. cox PLYWOOD. �e Yry. nt Y� Lam 1/1 6x3" (6063-T6) CONT. ALUM. CLOSER 1/2' MIN. PLATE. (LOCATE AT EITHER SIDE OF ®) S.M.S. fl Ox1/2" S.M.S. 616x 0 D.C. cis O.C. OR ©`O • ©O1,©(��•Q•®n END CONNECTION DETAIL EXISTING GLASS 1/2' MIN. WN. SEPARATION PLYN To GLASS (SEE SCHEDULE ON SKIT 11 FOR MADE OAN7 C e> • s ZI/2-MIN. COX ONS1EET 19 FOR rI--`-- t/2' PLYWOOD. 6U�DES O & ® I WA1/ LL FINISH I STUDS REQ'D. EXISTING GLASS —14 MN. SFPAAAMON TO GLASS (SEE SCHEDULE ON SHEET 1 11 FOR MAX ON SHEET 19 FOR RADES (1) & 64 SEE DETAIL X FOfifOR ®A SIDE CONNECTION SEE DETAIL X FOR 1 OR ®� TO TRACKS SIDE CONNECTION �a®nO+On®n10, TO TRACKS ` ®n�a©•OnOal1Q •®a 10+�a©'®a®•®°' O•®n�•®a®•® END CONNECTION DETAIL 9 END CONNECTION DETAIL ng EXISTING S 2'x4' MIN. WOOD STUDS REQ'D. - 1/4.0 TAPCON ANCHORS W/ 1 1/2' MIN. 1 /4.0 TAPCON ANCHO �tOx1/2' S.M.S. IEXISiLNG GLASS PENETRATION 0 12' O.C. W/ 1 i/2' MIN. PENETRATION O 12' O.C. A16 O.C. MRSEPARATION 'AIM \ \ \ %• 1/2• MIN. 1 TO GLASS (SEE P I ' 111 FDMR BLADE IflMD ON sHmr J SO4MU ON SHEET 1 FOR BLADE 1(DAM ON SHEE 19 FOR :' zk 1/2' MIN z,J\VZ 1 , _: 5' . L s 19 FOR OtADESt�& Y D H (D OR ©°1®•"`!`�n��> J•®O1 ` WALL FINISH Yx4' MIN. WOOD WALL ®fA®°1®•O°1Q® •®' 10 • ®"®• ®•®" STUDS REQ'0. FINISH !_(1�0 • A ♦ LJ" n END CONNECTION DETAIL © END CONNECTION DETAIL 12 •L.s_ OR®ORO 0R 0OR©OR(f�OR(5 VIEW Y PLAN DETAIL X I.1 1/2' MIN. COX _ .fir, �E� lE;;.l.i:�„ •, PLYWOOD. 1/2' • USE I' OR 2' MAX (AS APPUCA8LE)x2 kI/85i0'-Y - ALUNNUM CUP ANGLE / (6M 76 AUAY) AT M IXIEIGHT (t) %10xIle S.M.S. TO 4 & - - (2)1/4•0 TAPCONS TO WALL AT 1' O.C. TE AT MHER SIDE OF 4) 1• OR ®* st2: DEraL 2'x4' MIN. WOOD STUDS. (AS APPUCABLE) !STING GLASS - T MN.Mo SEPARATION ]ON SHEEr MADE ON SHEET 19 FOR El ADM (D & Qi X FOR � SIDE CONNECTION �a®nlJ"Oa 6Oa1�p •®a TO TRACKS 10♦®n®`�.©♦®n END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' SEE LIMITATIONS OF USE FOR BLADE 8 ON SHEET 19 OR®OR (BOR OR@OR qOR(j3 P • FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone %�.. , , ; ; , • ��02020 TILTECO, INC. ©2020 EASTERN METAL SUPPLY, INC. �,\CENs •.� . BERTHA H�TM A.S.S.A. Accordion Shutter S stem No, 441s = ��L E c o� N c.yFl.v l� 1 w/ oR w/o H.V.W1N�w BLADE ems y * American Shutter S st# ' STATE OF Q. y� TILLIT TESTING & ENGINEERING COMPANY Ev, N DESCRIPTION GATE DRAWN BY: M.P 6355 N.W. 36th: St, Ste. 305, VLRGINIA GARDENS, FILORIDA 3316C Association, Inc' 1 OLD 17-107 /2/202 DATE: 7/2/2020 .�'•. Cp��pP .•' �T -Phone : (305)871-1530 . Fax; (305)871=1531 4268 Westroads tG?ive 2 %,kFss,� ..,,,,... �' e-mail: tilteco®ool.com West Palm Beach, FL 33407 3 DRAWING No 20—' 64 i/� ANAL E \��`` cA-0006719 4 WALTER A. TILLIT Jr. P.E. ��l«NIIIHNtit FLORIDA Uc. # 44167 s SHEET P.E. SEAL/SIGNATURE/DATE 6 1 18 OF 20 C C TYP. MAX. 5 ALLOWE[ WINDOW SEE ENI CONNEC DETAILS 10 & 1 FULL HI I I. a s a a e e ri e 9 e EXISTING GLASS ELEVATION ----_____ I__---__-- -- r0 11 /21 M.. / o. 1TYP. .�. D e s .� & A NV '*.V SYMMETRICAL CENTERMATES 21 2® W/O3 (SEE NOTE 4 ABOVE) \ � r ' PLAN / MIN. SEPARATION TO -GLASS SEE SCHEDULE ON SHEET 11 FOR BLADE(D _ - _ AND ON THIS SHEET FOR BLADES Q &_@ TYPICAL i1� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE n SHUTTER* N.T.S. No, 441 i STATE o, s� 0 0 R 10; //, /0NAL�F `"1HH11I1N% f" f/// 02020 TILTECO, INC. i ;> 11LIECOiNc. 7 _ TILLIT TESTING & ENGINEERING COMPANY ' �� 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail; tilteco®aol.com • V�`� CA-0006719 ►�� WALTER A. TILLIT Jr. P.E. SEAL/SIGNATURE/DATE FLORIDA L;a. 44167 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110, — 110 p.s.f. 2. MAX. SHUTTER SPAN: 96" 3. ALLOWED MOUNTINGS: A, D, G & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M. 0. T. U & W ON SHEETS 166 & 17. 24. ONLY CEED NT WITH IN SYMMETRICAL 2�2CAL (BOTH OR OPPOSING LAYOUT N CASOR (AD ARE E OF OPPOSING L3lY0UT, 5 MUST 8E INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENTERMA. 5. (A) HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN. CLEARANCE FROA TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� OF ANY 3.0 HOLE FOR 4" SHALL BE 12". (C) FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE WINDOW BLADE 1N HV (D) HV WINDOW BLADE 1@ MUST BE USED ALTERNATE TO A SOLID HV BLADE 1Q THROUGHOUT SHUTTER'S WIDTH. (E) CEAERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW ® SHALL BE INSTALLED SO Tw TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW 0 MUST BE ONLY INSTALLED AND LOCKED USING A HV SET11NG TOOL PROVIDED BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO GLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO GLASS 1 THRU 3 1" 4 6.25" (oON 1 21 - ! FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone © 2020 EASTERN METAL SUPPLY, INC. ■wn"w" ■ ■ ■o% "v TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H,V. WfNDOW BLADE 1 OLD 17-107 /2/202 DATE: 7/2/202( 3 DRAWING No 4 20-164 s SHEET s 1a AC 7n • 6"x I 1/2*x 0.035" THICK Min. Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL T_ METAL STUDS AT 16" O.C. w-.6" 1/2- Lj Ld 1 3/4"x 6 1/4"x 0.035' THICK Min. 43C 430 bT-, CONT. GALV. STEEL TRACK CHANNEL. 0 0 @ 6- O.C. 0 6-. C. /EXISTING ASTM A-653 GRADE 40 Min. G-60 I GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON I FINISH INTERIOR & EXTERIOR FACE AS APPLICABLE i MIN. SEPARATION EXISTING GLASS TO GLASS --_-(SEE SCHEDULE) 1 3/4'x 6 1/4x 0.035" THICK Min. I EXISTING FINISH CONT. GALV. STEEL TRACK CHANNEL. AS APPLICABLE ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2' TEK SCREWS ON 43c INTERIOR & EXTERIOR FACE 6' O.C. ®6 O.C. 171 T 6"x 1 1/2x 0.035" THICK Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL - METAL STUDS AT 16" D.C. O.C. INSTALLATIONS -W/.(l-) HV BLADE & HV CENTERM'ATES INTO METAL STUD WALLS * 1* SYSTEM INSTALLATION TO METAL -STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: @ ON THIS SHEET. 4. ONLYAIENTERMATE 21 W1 (B HV LOCK ARE ALLOWED WITH U1 ARRANGEDV A SYMMETRICAL LAYOUT. USE OF (2) n35 (6" LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT-WERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE (a APPLICATION WITH BLADE VAR(liS":, @ 6" O.C. WALL HEADERISILL INSTALLATION . . . . . . . . ....... ....... ....... ....... rol (Cont.) 11r_3 1/4" (Typ.)_j 6 1/2" (Typ- HVA ,SIB BLADE SLACK DELA_ILHVF LVC 02020 TILTECO, INC. \,\G Eh No. 44 6_C-� STATE )f 0 R I N A I 111iffillikk tf�I SE /71LIECO.... TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, MRGINLA GARDENS, FLORIDA 331 Phone -. (305)B71-1530 . Fox :-(305)871-1531 e-mail: tiltecogool:com CA-0006719 WALTER A. TILLIT Jr. P.E. TE FLORIDA Lic. # 44167 -12.000" Max. w?T 46. O SEPARATION M GLASS SCHEDULE IWIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1'THRU 3 4 4- EXISTING FINISH AS APPUCA13LE (TYP. TOP & BOTTOM) ®a 1/4"o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY 3.000" C9 Max. T_ - (g LENGTH + I 43 1/4-9-20W BOLT MUST PENETRATE (g 1.373"- .250" r -.050" C11 Q� 1/4"0-20 THREADS 11/4"0 ELCO CONSTRUCTION PRODUCTS FAI—LOK HD COMPONENTS SCALE: 3/8"= 1" 1 3/4"x 6 1/4"x 0.035' THICK Min. CONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE HV HEADER/SI�L�ENDS L VIEW Y SIDE CONNECTION TO TRACK FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter _System A.S.S■A■H.V. BADE #1 W/ OR W/O RV. WINDOW BLADE American Shutter Systems REV. Nol. DESCRIPTION DATE DRAWN BY: M.P Association, Inc. I OLD 17-107 7/2/2020 DATE- 7/2/2020 4268 Westroads Drive 2 -DRAWING No West Palm Beach, FL 33407 3 4 20-164 5 SHEET 1 6 1 1 f- 20 OF 20 r I ; w