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251 NE 98 St (13)
NOTES: 1. BE( T-A HIGH VELOCITY ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2001 EDITION QF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1619 OF THE ABOVE .MENTIONED CODE. TO VERIFY THAT ANCHORS IN THAT P.A.D. AS TESTED, ARE NOT OVERSTRESSED, A 33X, INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS t14I USED IN THEIR ANALYSIS. BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1606,1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORT #0214.01 -03, AS PER PA -201, PA -202 AND PA -203. 2. HIGH VELOCITY (H.V.) ACCORDION PINS, USED AT BLADE'S KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS HALL BE # 14 x 2.75" AND #14 x 1.75" RESPECTIVELY, 410 —HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD POINT AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA H.V. DACROSHIELD® COATING SYSTEM AS MANUFACTURED BY GEORGIA METAL COATINGS COMPANY. PINS MUST BEAR THE H.V. MARKING ON THEIR. HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS ON THIS DRAWING. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES . OR CORROSION RESISTANT COATED CARBON STEEL AS P ER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024 —T4 ALLOY ANQ TEMPER, ASTM A -307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 9 AND 10 FOR ANCHORS SPECIFICATIONS. ' 7. THIS BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEIVL IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN 8. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES. WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN LENGTH. A ;irroved 2ti ca!rv'yi:zg �4tti t1e Florida Suidi• g Ce. Fe Date aS t 200 ;BOA!# a• o o• o C Miami D de Froiust CeDtr.4 fait :sic MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE 6 li C 0 INC. TESTING & ENGINEERING COMPANY N.W. 36th. Si, . Ste. 217, VROINIA GARDENS. FLORIDA 331 Phone : (305)871 -1530 , Fax : (305)871 -1531 e —mail: tiitecoCcol.com E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORICA Lic. # 44167 66 SHOWN PART BY US PATENT ISSUED TO EASTERN METAL SUPPLY, INC. INSURE PROPER ANC ORAGE. INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 9. EACH UNIT MUST BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK 0 MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK (WHERE KEY MUST REMAIN IN THE LOCK), OR AN EGRESS H.V. LOCK SHALL BE USED. 10. SHUTTER'S MANUFACTURER STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE " ©" OR " 0 ", ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: ALPHA HOME SYSTEMS, INC. MIAMI, FL. MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 11. BERTHA HIGH VELOCITY 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. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.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 PA.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 (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ALPHA HOME SYSTEMS, INC. (ASSA MEMBER 1 306) 7339 N.W. 56 St. MIAMI, FI. 33166 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 2 3 4 5 6 DESCRIPTION DATE SCALE: DATE: 3/22/04 DRAWING No 04 -031 SHEET 1 OF 12 X Y t 1" 1' 0.062' 1" 2" 0.062' 2" 2" 0.062' 2" 3" 0.062" 2" 4" 0.062" 2" 5" 0.062' X Y t 2" 2" 0.125' 3" 3" 0.090' HV BLADE # 1 ®HV CEILING HEADER # 1 COVERED UNDER US PATENT # 5458179 3.226" .085' (TYP,) 4.897" *CORNER POST 1.50o" H®HV ADJ. ADAPTER W /LIP er 0 HV FLOATING CENTERMATE # 2 rn o CO 0 S' 0.72" 1.917" .083" 670' 3.558" ,.670, " 2.226' HV ADJ. TRACK VARIES H.V. 1" (Max.) DIRECT MOUNT VARIES, 12" MIN. 1/4" 0 -20 S.S. OR 3/8'0 -16 ACETAL THUMBSCREWS. (SEE DETAILS) C LOCKING ROD (SEE NOTES ON SHEET 3) Ec'st r,` ` C Date C Zool- ft§:1211- NOM t 'kW Coa r'. MIAMI -DADE COUNTY .083" our 1.686 3.520' 3.226" a A N 0 _ 0.72" Q cO 1.130" P.E. SEAL /SIGNATURE /DATE ,' VARIES N � .100" ! ' .375 0 � .060 1.915' 083" .250" 4-1 083 .cs a 870 3.520' HV 1" (Max,) 13/0 HEADER /SILL # 1 J® HV WALK -OVER TRACK 03" FLOOR ANGLE ±1/2" O N tD � .0 1/4"o 3/8"0-16 ACETAL 1/4" 0-20 S.S. THUMBSCREWS THUMBSCREWS /1 [EMC . \ TILUT TESTING & ENGINEERING COMPANY 6555 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS, FLORIDA .331 Phone : (305)871 -1530 . rcx : (305)871 -1531 e -mail: tiiteco®aol,com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lie. 44167 66 1/4 "- 20x1/2 ", FLAT HEAD S.S.M_S. (2 TYP.) HD CEILING HEADER /SILL # ?.. ®HD 1" (Max.) 13/0 HEADER /SILL # 2 875_ 0 o� 0 HV 90'/180' STARTER 013.0. WALL ANGLE 1/e--20 THREADED OE CAST HOUSING ENAMEL BMW PAINTED BRASS CYUNOER & KEYS (CHROME PLATED) ALPHA HOME SYSTEMS, INC. (ASSA MEMBER # 306) 7339 N.W. 56 St. MIAMI, FI. 33166 0f H.V. LOCK/ EGRESS H.V. LOCI( F.B.C,(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC, BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 3 4 5 N .125" ®HV CENTERMATE #__1 (SELF MATING) VARIES 1• m ot_ 1.936 .093" ®SIDE A NGLE 1/4 " -20 THREADED DE CAST HOUSING ENAMEL BMW PAINTED DESCRIPTION 3.529` N EGRESS 1URN KNOB. BRASS CYLINDER & KEYS (CHROME PLATED) DATE .093" ' 2 . '0 SCALE: 3/8 " =1 " DATE: 3/22/04 DRAWING No 04 -031 SHEET OF 2 12 ■H EEL, AT EVERY OTHER KNUCKLE #2 SHORT RECESSED NYLON BUSHING. HV ACCORDION PIN HV ACCORDION PIN TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" #3 NYLON HAT WASHER #1 LONG RECESSED NYLON BUSHING. #1 E NYLON BUSHING. WHEEL CARRIAGE DETAIL, N.T.S. ACCORDION HV PIN HV ACCORDION PIN #14x2 3/4" H.V, ACCORDION PINK: W/ #8 HEAD 0.188"0 AISI 02 SERIES S.S. RIVETS N AISI 302 SERIES S.S. WHEEL CARER IAG E, 3/8'0 'n .47 #14x2 3/4" H.V. --\ PIN \ W/ #8 HEAD k;;• at_....u. L id L rJla'3 °i'tcr 'g i D•tr a5 13 CO Z : 7 tCvDc.s.A MIAMI —DACE COUNTY "0 #3 NYLON HAT WASHER - 1.315°% #14x2 3/4" ACCORDION PIN W/ #8 HEAD I I I II 0.870 ° x3/16" THICK NYLON WHEEL. 111 "— AI .47." O b #2 SHORT r•- '• I I - � - RECESSED NYLON BUSHING BLA 0 BLADE #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD ASSEMBLY LAYOUT .475 "0 rtr ° #1 LONG RECESSED -\� I NYLON BUSHING J G Jl /L,Ct P.E. SEAL /SIGNATURE /DATE R O co j T # LONG �� NYLON BUSHING h a® wU ci 00 ® OR ®OR ©OR ©OR©OR0 ®OR® + 00R© + /1 Tr N \ C . TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. Si, . Ste. 217, VtROINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 Fax : (305)871 -1531 e —mail: tiltecodaol,com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 TYPICAL SHUTTER ELEVATION * NOTES ON LOCKING RODS © do HV LOCKS ® ; 1. MANDATORY CONORION #1; ONE HN LOCK° SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO( OR ° CENTERMATES w /(2) 1/4'0 - x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES #1 & #2 ON SHEET 8. 2. #2 ALTERNATE TO MANDATORY CONDITION #1. ONLY VN 10 FOR FLOOR /CFIUNG INSTALIATI S); TWO HV LOCKS Q OR W/ TWO BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK Q) SHALL BE ATTACHED TO®ONE LOCK f f L OR M)CENTER RTES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 8. nal . •." •;'• •, •:11 •. LOCKING RODS O PT TOP & 3. • Jt • .. • . •,It •h I " • • . .t. a. • ;• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 70 CENTERMATES ®OR M&SHA.LL BE AS INDICATED ON NOTE (1) ABOVE. LOCATIO OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. QPTIONAL CONOfT14N #2 NJ 10 ONLY WHEN MANDATORY CONDITION 11 OR MANDATORY CONDITION 42 IS US Q WJTWO H.Y. LOCKS; LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING ROOS U OR AN ALTERNATIVE DEVICE MAY ALSO E USED AT STACKING POSITION (NON HURRICANE POSmON). ALPHA HOME SYSTEMS, (ASSA MEMBER f 306) 7339 N.W. 56 St. MIAMI, FI. 33166 INC. F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 3 4 5 6 ()> DESCRIPTION DATE ®OR ©OR O OR O OR ® OR O OR R HV LOCK SCALE:AS SHOWN DATE: 3/22/04 DRAWING No 04 -031 3 sHOFT 12 I ti• C r _ ti 1/3 OF SHUTTER PAN FOR INSTALLATI W1 (2) HV LOCK`. 1/2 OF SHUTTER SPAN FOR INSTALLATIONS - © 0> > 0> 8 O I NI Ilarrcil uhriTU W W ow ■H EEL, AT EVERY OTHER KNUCKLE #2 SHORT RECESSED NYLON BUSHING. HV ACCORDION PIN HV ACCORDION PIN TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" #3 NYLON HAT WASHER #1 LONG RECESSED NYLON BUSHING. #1 E NYLON BUSHING. WHEEL CARRIAGE DETAIL, N.T.S. ACCORDION HV PIN HV ACCORDION PIN #14x2 3/4" H.V, ACCORDION PINK: W/ #8 HEAD 0.188"0 AISI 02 SERIES S.S. RIVETS N AISI 302 SERIES S.S. WHEEL CARER IAG E, 3/8'0 'n .47 #14x2 3/4" H.V. --\ PIN \ W/ #8 HEAD k;;• at_....u. L id L rJla'3 °i'tcr 'g i D•tr a5 13 CO Z : 7 tCvDc.s.A MIAMI —DACE COUNTY "0 #3 NYLON HAT WASHER - 1.315°% #14x2 3/4" ACCORDION PIN W/ #8 HEAD I I I II 0.870 ° x3/16" THICK NYLON WHEEL. 111 "— AI .47." O b #2 SHORT r•- '• I I - � - RECESSED NYLON BUSHING BLA 0 BLADE #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD ASSEMBLY LAYOUT .475 "0 rtr ° #1 LONG RECESSED -\� I NYLON BUSHING J G Jl /L,Ct P.E. SEAL /SIGNATURE /DATE R O co j T # LONG �� NYLON BUSHING h a® wU ci 00 ® OR ®OR ©OR ©OR©OR0 ®OR® + 00R© + /1 Tr N \ C . TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. Si, . Ste. 217, VtROINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 Fax : (305)871 -1531 e —mail: tiltecodaol,com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 TYPICAL SHUTTER ELEVATION * NOTES ON LOCKING RODS © do HV LOCKS ® ; 1. MANDATORY CONORION #1; ONE HN LOCK° SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO( OR ° CENTERMATES w /(2) 1/4'0 - x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES #1 & #2 ON SHEET 8. 2. #2 ALTERNATE TO MANDATORY CONDITION #1. ONLY VN 10 FOR FLOOR /CFIUNG INSTALIATI S); TWO HV LOCKS Q OR W/ TWO BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK Q) SHALL BE ATTACHED TO®ONE LOCK f f L OR M)CENTER RTES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 8. nal . •." •;'• •, •:11 •. LOCKING RODS O PT TOP & 3. • Jt • .. • . •,It •h I " • • . .t. a. • ;• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS 70 CENTERMATES ®OR M&SHA.LL BE AS INDICATED ON NOTE (1) ABOVE. LOCATIO OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. QPTIONAL CONOfT14N #2 NJ 10 ONLY WHEN MANDATORY CONDITION 11 OR MANDATORY CONDITION 42 IS US Q WJTWO H.Y. LOCKS; LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING ROOS U OR AN ALTERNATIVE DEVICE MAY ALSO E USED AT STACKING POSITION (NON HURRICANE POSmON). ALPHA HOME SYSTEMS, (ASSA MEMBER f 306) 7339 N.W. 56 St. MIAMI, FI. 33166 INC. F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 3 4 5 6 ()> DESCRIPTION DATE ®OR ©OR O OR O OR ® OR O OR R HV LOCK SCALE:AS SHOWN DATE: 3/22/04 DRAWING No 04 -031 3 sHOFT 12 POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS --1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) 01 WALL MOUNTING INSTALLATION EXISTING GLASS — MIN. SEPARATION TO GLASS (SEE SCHEDULE L ON SHEET 8) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 9) J . e r I i ■ I I I I I 1 HijCONCIRIETE Iti I F (SEE SCHEDULE ON SHEET 9) R O C3 ■ WALL MOUNTING INSTALLATION 2 / 43 cm :0)1:4 )Sit i t °Icrid� B; id -gCt L}ate_r?_5 i CO Z NOA# 04L- r 6. O tai C 'ie rod-act / Coe fro! MIAMI —DADE COUNTY INSTALLATION DETAILS P.E. SEAL /SIGNATURE /DATE POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS --1 EXISTING GLASS --i IL E C O INt. TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS, FLORIDA 331 Phore (305)871 -1530 . Fax : (305)871 -1531 e - mail: tilteco ®col,com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. it 44167 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) 1/4"0 S.S. MACHINE SCREWS USING 1/4 " - NUTS 0 12" O.C. 1" Min. ® WALL MOUNTING INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) 66 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 9) 1/4 "0- 20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4 " - NUTS ® 12' O.C. ® WALL MOUNTING INSTALLATION ALPHA HOME SYSTEMS, INC (ASSA MEMBER # 306) 7339 N.W. 56 St. MIAMI, Fl. 33166 REV. No 1 2 3 4 5 NOTE FOR COMBINAI1ON OF SECTIONS: 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, * E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 9) F.B.C.(High Velocity Hurricane Zone) 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM DESCRIPTION DATE SCALE: 3/8 " =1 DATE: 3/22/04 DRAWING No 04-031 SHEET 4 _ OF 12 POURED CONCRETE REQUIRED EXISTING GLASS --I 5O CEILING MOUNTING INSTALLATION 0+0 EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) 3/8" 3/8 " MN� Fl EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) ALTERNATE ANCHOR LOCATION E. D. Ir CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 9) EDGE OF SLAB IF APPLICABLE 1 111 /10x3/4" HEX WASHER HEAD �, TEK SCREWS A 12" O.C. I II r °Ird A, ' EQ E. D.* CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 9) FLOOR MOUNTING INSTALLATION * / pr+.\&i $a ?i ?:fl51 SYit1 0.0 Lr "1 St 3 L'ri!.' e �1 Dale t9 /j_1 Z0O i•4 4# 0 4.o1i o. 4..,L. Miami D?ie rod at Cti:ni: :4 Divislor MIAMI —DADE COUNTY EDGE OF SLAB IF APPLICABLE P.E. SEAL /SIGNATURE /DATE h * WEE THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE INSTALLATION DETAILS EXISTING GLASS---+ EXISTING GLASS --1 /14x3/4" S.S. HEX HEAD TEK SCREWS 0 9" O.C. OR 1/4'0 -20 S.S. M.S. W/ NUT 0 9' 0.C. /1 EFMC. \ TILUT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305;871 -1530 . Fax : (305)871 -1531 e — mail: tilteco ®0ol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 MIN. SEPARATION TO GLASS " (SEE SCHEDULE ON SHEET 8) POURED CONCRETE REQUIRED MIN. SEPARATION TO GLASS r(SEE SCHEDULE ON SHEET 8) E. D. *— FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 9) ® WALK -OVER MOUNTING INSTALLATION EDGE OF SLAB IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 9) POURED CONCRETE REQUIRED E. D.* ® FLOOR MOUNTING INSTALLATION * ALPHA HOME SYSTEMS, INC. (ASSA MEMBER # 306) 7339 N.W. 56 St. MIAMI, FI. 33166 EDGE OF SLAB IF APPUCABLE NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E. D, = EDGE DISTANCE (SEE SCHEDULE ON SHEET 9) F.B.C.(High Velocity Hurricane Zone) CO 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 2 3 DESCRIPTION DATE SCALE: 3/8' DATE: 3/22/04 DRAWING No 04-031 SHEET 5 OF 12 • LOT 2"x2"x1/8" (6063 -T6 ALLOY) ALUM. ANGLE W /(2) 1/4'0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4) (10x1/2" S.S. S.M.S. TO TUBE AT EACH ANGLE. (TYP) r 1/2" loUrtlIC.\rllul1 UC.IAILJ VIV JHkkI / 2 ' 1/2" IN 1/2" i r EXISTING GLASS OR (:OROOR ® OR T #10x3/4" S.S. S.M.S. 12' O.C. FULL LENGHT. N A.Qprfv_t1 ys c :cg with to a:tt C 1�,. q/2-ca Mis!ui D de i' E ��ets �t BY Eti fif`3 i 'L3Ii�l�XI.SL MIAMI -DADE COUNTY 3 1 /4" P.E. SEAL /SIGNATURE /DATE 7' O ORO SECTION 12 IN OUT INC. TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530. Fax : (305)871 -1531 e —mail: tilteco©aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 6 1/2" OUT )OR OR© EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) EXISTING GLASS VA IE * SEE NOTES ON LOCKING RODSO& I-IV LOCKS WOON SHEET 3. VARIES 6 1/2" MAX. SLACK ALPHA HOME SYSTEMS, INC (ASSA MEMBER 1 306) 7339 N.W. 56 St. MIAMI, FI. 33166 REV. No 1 2 3 4 5 DESCRIPTION — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED _ J MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) CONCRETE / ANCHORS 16" O.C. © 2003 EASTERN METAL SUPPLY, INC. DATE SEE END WALL CONNECTION DETAILS ON SLACK DETAIL F.B.C.(High Velocity Hurricane Zone) BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM SCALE: 3/8 ° = DATE: 3/22/04 DRAWING No 04 -031 SHEET 6 OF 12 CONCRETE ANCHOR 0 16' Q. (LOCATE AT OF SIDE ( )) L— U 1/2' MIN. #10x1/2" S.S. S.M.S. 0 16" O.0 EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) 4 OR© OR©OR® OR® +©ORQ END CONNECTION DETAIL 1° POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) 1/16 "x3" MAX. (6063 -T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF®) Apprevef tLt as Bold ' g Cc, Die 3 NOA. 0 0 3.9 • 011. Milt 1 1Q' • Prultiwt Ccrntiil By �( ' SEE DETAIL X FOR SIDE CONNECTION TO TRACKS too 9- MIAMI —DADE COUNTY #10 S.S. S.M.S. 0 16" O.0 OR 411+ TOR END CONNECTION DETAIL © - POURED CONCRETE OR CONCRETE BLOCK WALL j-- EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) h 4 QR©OR©CR® 6?- ` /C.'e P.E. SEAL /SIGNATURE /DATE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS SHEET 8) (SEE SCHEDULE 1/2" MIN, ON oR ©o END CONNECTION DETAIL cR® END CONNECTION DETAIL © oR ® +QORO SEE DETAIL X FO SIDE CONNECTION TO TRACKS /11 TILUT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. St., Ste. 217, VIRCiNLA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tiiteco @aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) OR ©OR ®OR© ORe +OORO END CONNECTION DETAIL Q OR© OR ®OR© OR ( +OOR (2) #14x1 3/4" HV PIN. POURED CONCRETE OR CONCRETE BLOCK WALL 52.E +.'d4'd1SUitn OR © OR © OR ® 0R® +t00R© PLAN • USE 1 "x2 "x1 /8 "x0' -2" ALUMINUM CLIP ANGLE (6063 -T6 ALLOY) AT MIDHEIGHT W /(1) #10x1/2" S.M.S. TO ®& (2)1/4 "0 TAPCONS ANCHORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF ) SEE DETAIL X FO SIDE CONNECTION TO TRACKS (2) #14x1 3/4" HV PIN. DETAIL X ALPHA HOME SYSTEMS, INC. (ASSA MEMBER # 308) 7339 N,W, 56 St. MIAMI, Fl. 33166 URED CONCRETE OR CONCRETE BLOCK WALL --2' MIN EXISTING GLASS r II MIN. SEPARATION i TO GLASS .w (SE SCHEDULE ON SHEET 8) VIEW Y OR © OR ©OR OR ® +QOR© END CONNECTION DETAIL I • REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" I F B.C.(High Velocity Hurricane Zone) g) 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 1 2 3 4 5 DESCRIPTION OR ©OR ©OR 0R® +OORO DATE SCALE: 3 /a" DATE: 3/22/C4 DRAWING No 04 -031 SHEET 7 OF 12 MAXIMUM INSTALLATIONS ONE SHUTTER SPAN "L +" OR "L -" (ft.) W SYMMETRICAL CENTERMATES, HV LOCK & NO LOCKING RODS • MAXIMUM DESIGN LOAD (P.O.) (+ OR —) CONCRETE & W000 INSTALLATIONS • WALL MOUNTING FLOOR CEILING MOUNTING 1 + (ft) L - (ft) L + (ft) L - (ft) 30 13' -2' 16' -0' ' ,13' -2' 16' -0' 35 12' -8' 14' -10' ' 12' -8' 14' -10' 40 12' -3' 13' -10' 12' -3' 13' -10' 45 11' -11• 13' -1' 11' -11' 13' -1' 50 11' - 7' 12' -5' 11' -7' ;12' -5' 55 11' -4' 11' -10' 11' -4" 11' - 10' 60 11 -1' 11' -4' 11' -0' 11' - 4' 65 10' -10' 10' -10' 10' -7' 10' -10' 70 10' -6' 10' -6' 10' -2' '10'-6" 75 10' - l' 10' - 1' 9' -10' 10' -1' 80 9' -10" 9' -9' ' 9' -7' 9' -10' 85 9' -6' 9' -6' 9' -3' 9' -6' 90 9' -3' 9' -3' 9' -0' , ,9' -3'" 95 9' - 0' 8' -9' 8' -9' 9' -0' 100 8' -9' 8' -4' 8' - 6' 8' -9" 105 8' -7' 7' -11' 8' -4' 8 4' 110 8' -4' 7' -7' 8' -2' 7' -11' 115 8' -2' 7' -3' 8' -0' 7' -7" 120 8' -0' 6' -11' T -10' 7' - 4' 125 7' -10' 6' -8' 7' -8' 7' -0' 130 7' -8' 6' -5" 7' -6' 6' -9" 135 7' -7' 6' -2' 7' -4' 6' -6' 140 7' - 5' 5' - 11' 7' - 3' 6' - 3' 145 7' -3' 5' -9' 7' -1' 6' -0' 150 7' -2' 5' -7' 7' -0' 5' -10' 155 7' -0' 5' -5' 6' -10' 5' -8" 160 6' -11' 5' -2' 6' -9' 5' -6" 165 6' -10' 5' -1' 6' -8' 5' -4" 170 6' -9' 4' -11' 6' -7" 5' -2' 175 6' -7' 4' -9' 6' -5' 5 180 6' -6' 4' -8' 6' -4' 4' -10' 185 8' -5' 4' -6' 6' -3' 4' -9' 190 6' -4' 4' -5' 6' -2' 4' -7" 195 6' - 3' 4' - 3' 6' 4' - 6' 200 6' -2' 4' -2' 6' -0' 4' -5' 205 6' -0' 4' -1" 6' -0' 4' -3' MAXIMUM SHUTTER SPAN "L +" OR "L -" (ft.)* INSTALLATIONS W SYMMETRICAL ' CENTERMATES, TWO HV LOCKS OR TWO LOCKING RODS TOP /BOTTOM W/ O,NE HV LOCK • MAXIMUM DESIGN LOAD (+ OR -) CONCRETE & WOOD INSTALLATIONS • MAXIMUM DESIGN LOAD (p.e.f.) ( +OR —) FLOOR /CEILING MOUNTING ' L+ (ft) L - (ft) 30 13' -1' 18' -0' 35 . 12' - 7' 18' - 0' 40 12' -2' 15' -2' 45 11' -9' 14' -3' 5 0 11'- •'! 13' -7' 55 11' - 3' 12' - 11' 60 11' - 0' 12' - 4" 65 10' - 9 11' - 11' 70 10' - 7' 11' - 5' 75 10' -4" 11' -1' 80 10' -o' 10' -9' 85 9' - 9' 10' - 5' 90 9' -5' 10' -1' 95 9' -2' 9' - 10' 100 9' -0' 9' -7' 105 8' -9' 9' - 4' 110 8' -7' 9' -2' 115 8' -4' 8' -11' 120 8' -2' 8' - 9' 125 8' -o' 8' -5' 130 7' -10' 8' -1" 135 7' -9' 7' -9' 140 7' -7' 7'-6' 145 7' -5' 7' -3' 150 7' -4' 7' -0' 155 7' - 2' 6' - 9' 160 7' -1' 6' -7' 165 7' - 0' 8' -4' 170 6' -11' 6' -2' 175 6' -9• 6 -0' 180 6' -8' 5' -10' 185 6' -7' 5' -8' 190 6' - 6" 5' - 6" 195 6' - 5' 5' - 5' 200 6' -4" 5' -3' 205 6' -3' 5' -1' MAXIMUM SHUTTER SPAN "L +" OR "L -" (ft.)* ' INSTALLATIONS W OPPOSING CENTERMATES, ONE HV LOCK Sc NO LOCKING RODS 4 MAXIMUM DESIGN LOAD (+ OR -) CONCRETE Sc WOOD INSTALLATIONS A WALL MOUNTINGS FLOOR /CEIU, G MOUNTINGS 14 (ft) L - (ft) ' 30 12' -3' 14' -9' 35 11' -9' 13' -8' 40 11' -4' 12' -9" 45 11' -l• 12' -0' 50 10' -9' 11' -5' 4 55 10' -6' 10' -11' 60 10' -3' 10' -5' I 65 10' -O' 10' -O' 70 ' 9' -8' 9' -8' ' 75 9' -4' 9' -4' , ' 80 9' -0' 9' -o' 85 8' -9' 8' -9' 90 8' -6' 8' -6' 95 8' -3' 8' -3' 100 8' -1' 8' -1' 105 7' -11' 7' -11' 110 7' -8' 7' -7' 115 7'-6' 7 " -3' 120 7' -4" 6' -11' 125 7' -3' 6' -8' 130 7' -1' 6' -5' 135 6' -11' 6' - 2' 140 6' -10' 5' -11' 145 6' -8" 5' -9' 150 6' -7' 5' -7' 155 6' -6' 5' -5' 160 6' -5' 5' -2' 165 6' -3' 5' -1" 170 6' -2' 4' -11' 175 6' -l' 4' -9" 180 6' -0" 4' -8' 185 5' -ii' 4' -6" 190 5' -10' 4' -5" 195 5' -9' 4' - 3" 200 5' -9' 4' - 2' 205 5' - 8' 4' - 1' • SEPARATION TO GLASS REQUIREMENTS (1) SEE MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3 ". MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER W/ ONE LOCK SHUTTER SPAN INSTALLATION W/ SYMMETRICAL CENTERMATES INSTALLATION W/ OPPOSINQ CENTERMATES 105' OR LESS 3 5/16: 4' >105" TO MAX. ALLOWED 3 7/8" 4" MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR WITH ONLY TWO LOCKS SHUTTER SPAN INSTALLATION W/ =MEM& CENTERMATES INSTALLATION W/ APPOSING CENTERMATES 105" OR LESS 2 3/4' 3 3/16" >105" TO MAX. ALLOWED 3 1/4" 3 1/4' INSTALLATION LEGEND CONCRETE & MJUVSORY (SHEETS 4 & 5) WOOD (SHEETS 11 de 12) WALL MOUNTING # 1, 2, 3 & 4 # 1W, 2W, 3W, 4W, 5W & 6W FLOOR /CEILING MOUNTING # 5, 6, 7 & 8 # 8W, 9 W & 10W SCHEUULE #1 SCHEDULE #2 At;przvs.4as zptyistg�it- c5c F1ar'ds B;r,d' C~r e 0 NOM} o EAsis i [fit Fiie1'� €c tq!/ Ey_ do Ft*i.frxt Co Art)! tv! 4,t.1 _ MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE SCHEDULE # / itFNC .\ TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. St., Ste. 217, \ARGINA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco ©aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA L;c. # 44167 * NOTES: (1) L +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE , DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L +' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, 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 W/ FLOOR /CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Li +' MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2• . MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD:' DETERMINE: LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 MAX. SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Li +', 'L2 +', "11 -' AND 'L2 -' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. ♦ MAXIMUM SHUTTER SPAN "L +" OR "L -' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. ALPHA HOME SYSTEMS, (ASSA MEMBER # 306) 7339 N.W. 56 St. MIAMI, FI. 33166 INC. F.B.C.(High Velocity Hurricane Zone) 0 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 2 3 4 DESCRIPTION DATE SCALE: DATE: 3/22/04 DRAWING No 04-031 SHEET 8 OF 12 MAXIMUM DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE.* ANCHORS SPACING LEGE:NQ FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS 1, 2, 3, 4, • 5, 6, 7, & 8 ON SHEETS 4 & 5). TAPCON I 3' ALL POINTS SOLD -SET 0,78 MAXIMUM SPAN (ft) . POURED CONCRETE POURED CONCRETE /CONCRETE BLOCK WALL MOUNTING 1 WALL MOUNTING 2 CEILING MOUNT 5 FLOOR MOUNTINGS 6, 7 8 i WALL MOUNTING 3 WALL MOUNTING 4 NEGATIVE DESIGN LOAD (psf NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psf 30 � 14 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 2Q5 30 4-0 60 75 90 120 160 205 30 40 60 75 90 120 160 205 3' -0• OR LESS 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 X 14 12 10 9 8 8 `6 3 14 12 10 9 8 8 6 T: 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12' 10 9 8 8 6 6 14 12 10 9 .8 8 6 4' -0' 14 12 10 9 8 8 6 3.5 1,4 12 10; 9 8 8 6 6 14 12 10 9 8 7 5 4 14 '\ \,12 10 9 8 7.5 - 3 - 14 12 10 9 8 7.5 5.5 3.5 14 12 10 9 8 8 6 4 14 12 10 . 9 8 8 6 6 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 5.5 - 14 12 10 9 8 8 6 6 5' -0" 14 12 .10 9 8 8 4 3 74 12 10 9 $ 8 6 6 14 12 10 9 7.5 5.5 4 3 14 12 10 9 8 3 - - 14 12 10 9 8 6 4 14 12 10 9 8 8 4.5 - 14 12 10. 9 e 8 6 6 14 12 10 9 8 6.5 4.5 3.5 14 12 10 9 8 7 - - 14 12 10 9 8 8 6 6 8' -0' 14 12 10 9 8 5 3 - 14 12 10 9 8 8 6 5 14 12 9.5 7.5 6 4.5 3.5 3 14 12 10 8 4 - - - 14 12 10 8 7 5 - - 14 12 10 9 8 5.5 - - 14 12 10 9 8 8 6 6 14 12 10 8.5 7 5 4 - 14 12 10 9 8 4 - - 14 12 10 9 8 8 8 4.5 7' -0" 14 12 10 9 7 3.5 - - 14 12 10 9 8 , 8 6 4 14 12 8 6.5 5.5 4 3 - 14 12 9 5 - - - - 14 12 9 7 8 3.5 - - 14 12 10 9 8 4 - - 14 12 10 9 8 8 8 5 14 12 9 7.5 6 4.5 3.5 - 14 12 10 9 6 - - - 14 12 10 9 8 8 5 3.5 8'-0" 14 12 10 8 5 3 - - 14 12 10 9 8 8 5 - 14 10.5 7 5.5 4.5 3.5 3 - 14 11.5 7 3 - - - - 14 11.5 7.5 8 5 - - 14 12 10 9 5.5 - - - 14 12 10 9 8 8 6 - 14 12 8 8.5 5, 4 - - 14 12 10 7 4 - - - 14 12 10 9 8 6.5 4 - 9, -0" 14 12 10 5.5 3.5 - - - 14 12 10 9 8 6.5 - - 12.5 9.5 6 5 4 3 - - 13.5 10 4 - - - - - 13.5 14 10 12 7 10 5.5 9 4 8 - 5.5 -- - - - 14 12 10 6.5 4 - - - 14 12 10 9 8 7.5 - - 14 10.5 7 5.5 4,5 3.5 - - 14 12 10 5 - - - - 10' -0' 14 12 8 4.5 3 - - - 14 12 10 9 8 - - - 11.5 13 8.5 9.5, 5.5 6.5 4.5 5 3.5 4 3 - - - - - 12 14 9 12 3 7 - 3.5 - - - - - - - - 12 ' 14 9 12 6 10 4.5 9 3 7.5 - - - - - - 14 12 9,5 5 3.5 - - - 14 12 10 9 8 - - - 11 ' -0" 14 12 6 3.5 - - - - 14 12 10 9 - - - - 10.5 7.5 5 4 3.5 - - - 11 8.5 - - - - - - 11 8.5 5.5 3.5 - - - - 14 12 7 4 - - - - 14 12 10 9 - - - - 11.5 8.5 5.5 4.5 4 - - - 14 12 5 3.5 - - - - 14 12 10 9 - - - - 12' -0' 14 12 5 - - - - - 14 12 10 - - - - - 9.5 7 4.5 3.5 - - - - 10 7.5 - - - - - - 10 7.5 5 - - - - - 1 14 12 5.5 - - - - - 14 12 10 - - - - - 10.5 8 5 4 - - - - 14 12 4 - - - - - 14 12 10 - - - - - 13' -0' 14 12 4 - - - - - 14 12 10 - - - - - 9 6.5 4 - - - - - 9.5 5 - - - - - - 9.5 7 4 - - - - - 14 12 4.5 - - - - - 14 12 10 - - - - - 10' 7.5 5 - - - - - 14 12 4 - - - - - , 14 12 10 - - - - - 1 4' -0' 14 10.5 3.5 - - - - - 14 12 10 - - - - - 8 6 4 - - - - - 8.5 3,5 - - - - - - 8.5 6.5 J.5 - - - - - 14 12 4 - - - - - 14 12 10 - - - - - 9 7 4.5 - - - - - 14 9 4 - - - - - 14 12 9 - - - -- - 15' -0' 14 8.5 - - - - - - 14 12 - . , - - - - 75 5.5 3.5 - - - - - 8 3 - 14 9.5 - .- - - - - 14 12 - - - - - - 8.5 6.5 4 - - - - - 14 - - - - - - - 14 12 - - - - - - 16' -0' 14 t 4 7 5 7 . 5 - - - - - - - - 14 - - - - - - - 8 6 - - - - - - 14 - - - - - - - ,14 - - - - - - - * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR ALL POINT SOLID SET ANCHORS IS 3 "). REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. D. FACTOR TAPCONS MIN. SPACING 0 3" SOLD SET MIN. SPACING - 3.5" 3' 0.86 0,78 2 1/2" 0.75 0.78 2" 0.50 0.60 P{ t ro\ S us c■:a ft g n it:t I s fkrfdaBnk1i gCo-'e _ . L>sfe , L3 e NOAS 0 0. Miami Df'e Proc:ttt IAA MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE IL E� O INC. TILUT TESTING & ENGINEERING COMPANY 6595 N.W. 36th, St.. Ste. 217, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fcx : (305)871 -1531 e -mail: tilteco ©aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA tic. 44167 NOTES; ALPHA HOME SYSTEMS, INC. (ASSA MEMBER # 306) 7339 N.W. 56 St. MIAMI, Fl. 33166 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A), TO EXISTING POURED CONCRETE (Min. 1'c . 3 kst) - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W, BUILDEX. - 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS MANUFACTURED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: M) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS, IS 1 3/4 ". A2) 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. TRUST' HEAD SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. • A3) 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) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (9) TO EXISTING CONCRETE BLOCK WALL: - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED 8Y I.T.W, BUIIDEX. - 1/4'4 x 3/4" ALL POINTS SOLID -SET ANCHORS AS MANUFACTURED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: 8.t) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON ANCHORS, IS 1 1/4 ". 8.2) 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. TRUSS HEAD SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO 8.3) 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 9.1) & 9,2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL. SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 2 3 4 5 6 DESCRIPTION DATE SCALE: DATE: 3/22/04 DRAWING No 04-031 SHEET 9 OF 12 + NOTES; 1. ANCHORS TO WALL, FLOOR OR SOLID W000 SOFFIT SHALL BE AS FOLLOWS: - 1/4 "o TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 11 & 12. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 12 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ G =0.55 (N.0.5) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ Gm0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G =0.38 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1988 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECCMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 0 5 3 Cis! NU e 71- . (f no o4- -43 Q .01 d.ti o o - e Froduti Conti - 0 Ditib �t:7/ BY- MIAMI -DADE COUNTY j22fcer P.E. SEAL /SIGNATURE /DATE / IILIEco I pie.\ TILLIT TESTING & ENGINEERING COMPANY 5595 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco®aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. i 44167 ALPHA HOME SYSTEMS, INC (ASSA MEMBER # 306) 7339 N.W. 56 St. MIAMI, Fl. 33166 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. Na DESCRIPTION DATE SCALE: DATE: 3/22/04 DRAWING No 04 -031 SHEET 10 OF 12 MAXIMUM DESIGN PRESSURE RATING •.s.f. AND CORRESPONDING MAXIMUM ANCHOR SPACING in. SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE,+ (SEE MOUNTINGS 1W, 2W, 3W, 4W, 5W; . 6W & S'W ON SHEETS 11 & 12). MAXIMUM SPAN (ft) :-----, U 1- .�' i F--- SOUTHERN PINE No. DOUGLAS FIR 2 W/ MIN. G =0.55, W/ MIN. G =0.50 SPRUCE PINE FIR NORTH W/ MIN.' G =0.43 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT SW FLOOR MOUNTINGS 9W Sc 10W WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 1OW WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS ' 9W & 10W WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) ' NEGATIVE DESIGN LOAD (psf) 30 40 60 - 10 75 90 105 30 40 60 75 - 6 90 105 30 40 60 75 90 105 30 40 166 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3 0 60 75 90 105 3' -0' OR LESS 1 2 10 9 , 8 8 , 6 6 6 6 6 12 10 1 0 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 4' -0" 12 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 5' -0" 12 10 10 .9 ' 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 8 6 6 6 5 12 10 10 9 8 7 6 6 8 6 6 5 ( i 4 4 4 6' -0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6' 6 6 5.5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 i 4 4 3.5 I I 7' -0" 1 2 10 10 9 6.5 4 6 6 6 5.5 4.5 4 1 2 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 8 5 ' + 4 3.5 l 3 4 4 - 8' -0" 1 2 10 1 0 7.5 4,5 3 ' 6 6' 6 5 4 3.5 12 10 1 0 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - - 6 6 6 6 5 4.5 1.5 4 3.5 3 3 3 6 6 5 5 4 3.5 - - - - 9' -0" 1 2 10 10 5 '4 3,5 _ 6 6 ' 5.54.5 3.5 3 1 2 10 9 4 - - 6 6 4.5 4 3 3 1 2 10 4 3 - - 10'-0" 1 2 10 7.5 - - 6 6 5 4 3 - 1 2 10 6 3 , - - 6 6 4 3.5 3 - 12 10 3 - - - . 6 6 4 3.5 3 - 6 5 - - - - 11' -0" 1 2 10 5.5 - - - ' 6 6 4.5 - - - 1 2 10 4.5 - - - 6 5.5 3,5 - - - 1 2 1 - - - 5.5 4 - - - o(omcomCO I 5 - - - - 12' -0" 12 10 4.5 - - - 6 6 6 4 - - - 1 2 10 3.5 - - - - 6 5 3.5 - - - 1 2 1 - - - - 5 3.5 - - - 5 - - - - 13' -0" 12 10 - - - - 6 - - - - 1.2 10 - - - 6 4.5 - - - - 12 7 - - - - q - - - - 4.5 - - - - 14' -0" 12 10 - - - - 6 6 5.5 - - - - 1 2 7 - - - - 5.5 4.5 - - - - 1 2 7 - - - - 4 - - - - 3 - - - - 15' -0" 12 - - - - - - - - - - 12 - - - - - 5 5 - - - - - 12 - - - - - - - - - - - - - 16' -0" _12 - - - - _ 6 - - - - - 12 - - - - - - - - - 11.5 - - - - - - - - - - - - - - - + NOTES; 1. ANCHORS TO WALL, FLOOR OR SOLID W000 SOFFIT SHALL BE AS FOLLOWS: - 1/4 "o TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 11 & 12. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 12 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ G =0.55 (N.0.5) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ Gm0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G =0.38 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1988 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECCMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 0 5 3 Cis! NU e 71- . (f no o4- -43 Q .01 d.ti o o - e Froduti Conti - 0 Ditib �t:7/ BY- MIAMI -DADE COUNTY j22fcer P.E. SEAL /SIGNATURE /DATE / IILIEco I pie.\ TILLIT TESTING & ENGINEERING COMPANY 5595 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco®aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. i 44167 ALPHA HOME SYSTEMS, INC (ASSA MEMBER # 306) 7339 N.W. 56 St. MIAMI, Fl. 33166 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. Na DESCRIPTION DATE SCALE: DATE: 3/22/04 DRAWING No 04 -031 SHEET 10 OF 12 EXISTING I GLASS -- 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE 1 ON SHEET 8) J EXISTING 1 GLASS - - 2 "x4" CONT. WOOD PLATE REQ'D. EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) WALL FINISH WALL FINISH 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 10) R 4W WALL CONNECTION AT BOTTOM h WALL CONNECTION AT TOP 2 I Nt x 0 INSTALLATION DETAILS ON. EXISTING WOOD BUILDINGS 2 "x4" CONT. ----/ W000 PLATE REQ'D. 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 10) \ --1/2" MIN. CDX PLYvVOOD REQ'D. EXISTING MIN, 2 "x4" STUDS 0 16" 0.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. A,pgrat ctt zs ccfr ;i }'.r.g oiti tf:t klerldk via! Cte Date b --+ NOAk 0 0 Mani D• de Pr'e ,. tCor.,rU MIAMI —DADE COUNTY 1 EXISTING GLASS - -1 1 1 EXISTING I GLASS - - 2� WALL CONNECTION AT TOP EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) MIN. SEPARATION TO GLASS (SEE SCHEDULE ' ON SHEET 8) 1/2 MIN. CDX PLYWOOD REQ'D. WALL FINISH WALL FINISH P.E. SEAL /SIGNATURE /DATE 1/4 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADER AREA TO EXISTING WOOD HEADER.' ' (SEE .SCHEDULE ON SHEET 10) 1/4 "0- 20x3/4" S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS 0 12" 0.C. 1" Min.---I Q -- CY WALL CONNECTION AT BOTTOM 1" Min.- - 1/4"0- 20x3/4" S.S. MACHINE SCREWS W/ 1/4 " - NUTS 0 12" 0,C. 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYJV000. (SEE SCHEDULE ON SHEET 10) TILLIT TESTING & ENGINEERING COMPANY 95 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871 -1530 , Fcx : (305)871 -1531 e —mail: tilteco ®aol,com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lic. # 44167 1 0 0 a EXISTING 1 GLASS - -1 1 EXISTING I GLASS --I 66 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) WALL FINISH MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) WALL FINISH R © 1/4 ° 0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 10) 2 "x4" CONT. SILL PLATE REQ'D, ALPHA HOME SYSTEMS, INC. (ASSA MEMBER # 308) 7339 N.W. 56 St. MIAMI, FI, 33166 i] WALL CONNECTION AT BOTTOM 1" Min.- 1/4 "0- 20x3/4" S.S. MACHINE SCREWS USING 1/4 " -20 NUTS 0 12" 0.C. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 MIDWIDTH CF WOOD PLATE. (SEE SCHEDULE ON SHEET 10) 0 WALL CONNECTION AT BOTTOM F.B.C.(High Velocity Hurricane Zane) CO 2003 EASTERN METAL SUPPLY, INC, BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 3 4 0 2 N.41E: 1 —SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING, SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 0 2 e. DESCRIPTION DATE SCALE: 3/8"=1 DATE: 3/22/04 DRAWING No 04 -031 SHEET 11 OF 12 1 "„___` illi '^..- ._ A :';. / \ / I, \ / 1 C / - \ e''EQ\ \ I/ .,,,. !{ . •,.f .� 1 INV A \ / \ / I, \ / 1 C / - \ e''EQ\ \ I/ #14x3/4" S.M.S. 0 6" O.C. OPEN HOLE AT EACH STUD TO ACCEPT 5/16'0 LAG SCREW AT CENTER OF TUBE. EXISTING GLASS -- IN SEPARATION TO GLASS -- (SEE SCHEDULE ON SHEET 8) EXISTING GLASS -- MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) 1/4"# TAPCON W/1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 10) —2" MIN. 91 FLOOR CONNECTION 4 MIN. ,-- EXISTING WOOD TRUSSES OR alcove RAFTER ® 24" O.C. REQUIRED .: _ EXISTING SOFFIT --�!!, Max. THK, O OR 1 HOLLOW CEILING MOUNTING INSTALLATION t fcri3a Baidi'g Co Date O57 13 NOAOt Miami D Civhbon By 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH. ALLOWED) 'N.-- EDGE OF DECK IF APPLICABLE Avprcrect coM ;?iydrg n:al Etie 2ca e EnY:ac! Cod MIAMI —DADE COUNTY --EDGE (IF APPLICABLE) 1'x4 "x1/8" CONT. ALUM. TUBE (6063 —T6 ALLOY) W/ (3)5/16 "0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2' Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72psf MAX. DESIGN LOAD AND 9' -0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR W000 W/ MIN, SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL, 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE NOTES: 1 —SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, P.E. SEAL /SIGNATURE /DATE 4 "x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD — BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION: 1/4 "0 TAPCON W/ 1 1/2" Mn; i PENETRATION OF 'THREADED AREA TO EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 10) EXISTING' GLASS --I I MIN. SEPARATION TO GLASS EXISTING --11 (SEE SCHEDULE GLASS\ ON SHEET 8) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) ALTERNATE ANCHOR LOCATION S�Y SOFFIT MOUNTING INSTALLATION 2" MIN. 1/4 "0 TAPCON W/1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 10) i //(1itE N C .\ TILUT TESTING & ENGINEERING COMPANY 6555 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-15.30 . Fax : (305)871 - 1531 e —mail: tilteco ®ool.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. ij 44167 TOR() I #10x3/4" HEX WASHER HEAD TEK SCREWS 0 12" O.C, 2" MIN. FLOOR CONNECTION 2"x4" MIN. W000 STUDS. (AS APPLICABLE) WALL FINISH EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) (DOR ©OR ©OR OR OORC +® ( MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 8) EDGE OF DECK IF APPLICABLE ALPHA HOME SYSTEMS, INC. (ASSA MEMBER # 306) 7339 N.W. 56 St. MIAMI, FI. 33166 2 "x4" MIN, WOOD STUDS REQ'D, EXISTING GLASS 1/2" MIN. OR8 1/2" MIN, END CONNECTION DETAIL & 1/4'0 TAPCON ANCHOR 0 6" O.C, PENETRATION ONMNTO STUDS OR W/ MIN. 1/2" PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. 1/2" MIN, CDX PLYWOOD, #10x1/2" S.S. S.M.S. 0 16" O.0 —1/4"0 TAPCON ANCHORS W/ 1 1/2" MIN, PENETRATION 0 12' O.C. WALL FINISH ©OR ®OR ©OR OR TORT+ cED END CONNECTION DETAIL F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. OERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 2 3 4 5 DESCRIPTION DATE SCALE: 3/8 = 1• DATE: 3/22/04 DRAWING No 04-031 SHEET 1 2 OF 1 9 g +7' 5 ' , ' it %mat:14 tat.- ' iittss.Wtr • • 4 - • :' .. - •''• ', '' ' ' ", * ' - ' :-; i. " ''' ,.. 1 .... ,,,.., 4 • ,.c ' - - Til:'-. ZONEtii' OFFICk!,.."•iir' . . , ..... . . • ft' N = - ...- ,,N.: Y., z . , . , ...s...,„..: . .. - :, , ..... :4 ,-0 ,Pfaita "i'4. • Nia .4 te NU tri EitilEINCI -,..„.•-.......:. 0 r ••, - . ...,. . ... . .. . • , .7 ''' .•- - . '-': -4h• . .•--.4'''''• ' . _ -,--;= • •:•! it MULT(FAMIV TAIUM3E4 6 . ,' . . .., i, , - ,...i - A •V r.. 5 ;•••••'; ,- - , •-•-' s . *40 • 0EA •••'- -- -,,', . 4 - - El , ._ 1 1' I . •••• j-.14.--,-••, • r - r .- •I • • .,..- 1-" • '',• '': •;•4":` ' . " `CTiNii. SOLAR SMEN '• , p ' ifiRgYERHANO" • l' :.: V 4 --9 7''..,r,'"3"4 - 4 g' - . , . ' ...'6'; . F /.siNkafi: .--;.,,, .„ ;;OOLTEfra- ." --•,' Eli s .- me EN • ' ftlUITIFAMICY ATIA • , . .;•-",/......,.. ',. THIS SUBMIT $ : • ' - • - " LENGTH *!,!.•., •.F.*ORCH 0Y1 .• S1NGLE-fAMILY DETACHED : I I 1 . i I ' '.'' fE*, P kNE 111111111§3 ' •EI PODLE; .-- SO_ FT ''.,- ., : ' ...; . . .t.ENCTI4 - : '.:, ........... .. • • • '. ' • : • • ' 'FOR ■ ' -' ' ' .■ ; WALL TYPE AND INSULATION . ' •:, _ 6 UJUNG TYPE ANO INSULATION ' :. '', • FLOOR )YPE AND INSULATION . • - ADOTTIONS 6NLY... _ - . - . . , . . • • — W000 FRAME.. ;.....A. , • MASONFiY .4 -' '.' - • . , - W000 . i•'-'., : -' "••• ,i MASONRY • • kitioulAni . • • ..-.•••• .„PERCENTAGE- *•• ,!---,, •J - OF GLASS. . ' nry,a: •• T . . EXTERIOR:. • R .4 ADJACENT: t , r t 112 • . /I A in ._,,, (*wo) R s.7 RAISED: .; • • — R •• - RAISECt„ , • - R COMMON: - fl .5 . ii= I mg I . , . . .,, • :. • -•..... * ADJACENT: III R ' " MI SINGLE ASSEMBLY i• I COMMO1 • I i '31 .A. .comm°,:. ri '• R .., COMMON: .-. - - 1 r 1 , 1 G st...ww ., - ' • RADE: • II 4. 01 • • R .. _ _ DUCTS COOLING SYSTEM - HEATING SYSTEM - . HOT WATER SYSTEM IN UNCONDITIONED SPACE R r. 1 71 1 i i IN CONDITiONED SPACE R rn , ri ! , LJ El CENTRAL NONE 0 Room P. PTAC C.1 ELECTRIC STRIP 0 HEAT PUMP [1] NATURAL GAS Li ROOM /PTHP ' II OTHER FUELS 0 NONE Ei NO NEW SYSTEM (GY COP iHsPF/ATuE .1 D L J • ELE-CTR1C • NATURAL GAS OTHER FUELS D SOLAR LI HEAT RECOVERY IA DEO. HEAT PUMP Sto NO NEW SYSTEM '. 11 El NO NEW SYSTEM EF = . I SF/EF = SEENEER = I ____t____i..L_J tiumBER OF BEDROOMS -- h' 1 In accordance with Section 553.907 F.S. I hereby certity that the plans and specgications covered by this calculation are in compliance with the Florida Energy Code. , .,// OWNER/AGENT: C..-, 14/1.7-c- ---- Review of the ptris and specifications covered by this calculation indicates compliance with the Florida Energy Code. Bette construction is completed. this building will be inspected .. • • . •• in acmdance with Section 553 908 F.S. 'k BUILDING DATE liefD ,OFFICIAL: DATE: • LI mom TABLE 10A MINIMUM REQUIREMENTS FOR SMALL ADDITIONS MO RENOVATIONS - C SECTION 904 1 REQVIRCMENTS MAXIMUM OF 0.5 CFM PER LINEAR FOOT9F OPERABLE SASH WOK. SOLIO CORE, W000 PANEL, INSULATE0 OR GLASS DOORS ONLY. %WWII OF 0.5 CFIi1PER SQUARE FOOT OF DOOR AREA INCLUDES SUMO ,GLASS Mon 1 fp oAQvusAgAT Q,matNnialR E,AoW E . : WINDOWS EXTERIOR & ADJACENT COORS 904.1 1 EXTERIOR N / RA x j2ncss3f .1 J INFiLTRAP2N8ARRER • 903 2 903 2 INSLTRAT)ON BARRIER MyST BE INSTALLED IN EXTERIOR WALLS & RAISED W000 ROMS. ---- ALL OPENINGS IN INTERIOR SURFACES OF CEILINGS ANO EXTERIOR WALLS MUST BE SEALED. INTERIOR JOINTS/CRACKS FIREPLACES 903 FIREPLACES MUST HAVE FLUE DAMPERS GLASS DOORS ANO OUTSIDE COMBUSTION AIR INTAKES. EXHAUST FANS VENTED TO UNCONDITIONED SPACE SHALL HAVE DAMPERS, EXCEPT FOR COMBUSTION DEVICES WITH INTEGRAL EXHAUST DUCTWORK. . MUST BEAR tA8EL Z4D4C.ATINGCOMPLIA.10E Willi ASHRAE STAMM) 90 OR cow./ MTH EFFCCCY AND STA.NDEIY . -- --- - -- .. - --.. --. - - - -- - - - --- - - - - - - - - -- - - EXHAUST FANS 303 2 n-.... •veTr.• , .. , r I rrOC SPAS AND HEATED SW■MMIN,S_Mu___ N'ATER P'PcS SHOIN'LR HEADS HVAC DUCT CONSTRucnciN 141/ ir • .., . • ' •• e- S8E / ""-;.7:Z/4••`:' .9:••11t.T-t, ...Int CF kgliST RE WNW; 'Y • AN: • itXCEPT SOLAR 'ff_A PC.L. T HAW ,' A • MOST MYE MINVUU 1 ' RE) QTLY aTING SYSTEME HEAT PE uN,TS CASES P/PING HEA■ LOSS Sr:ALL BE A walvt.iirLf -• 7 5 8%44 P LAEAR FOOT OF P;PE 5 AF F1_001 YOST BE ■4ESIRCTEC TT; SO THAN 3 GALLO**. Pr_; K• PS xi 903 CCANSTRKTED /Pi ACCOROANCE PYTTH 4•40uSTRY STANDARDS A% UX.44. SECHINICAL CCCE. JON TS IN uNCONornosto / BE INSULATED TO A IANNIU1a OF R-42_ H. 11 T AT A Root area at hnyt,4 r seced ed M overrtang and 4tiading COeft cie t. See belcg 1 r 4 t'i`M� l 1. • t ... . • y .� Y ' rte' k , . }# '' , ] Z � f? ,a ■ f � ; .l s y ' 4 GLASS TYPE, WERHANG; AND SHADING COEFf CIENT (TINTING) REQUIRED FOR GLASS PERCENTAGE ALLOWED .fit , C ;ePY'31 = ;` . i tlr1 4fP,�►�... , r� SEER ; Et:A iii r FA ` 4 ti 8.5','-'7X $E c am x C, " . t i * ; C i"y x i,a � t•4 j 'r .k. r i <c7 ro ' " ' . ... .r. . r� � 1. Z ttt';x ) Q ( < • r - '' tit 1tP l' ;i S " ` : s • f T r Jrar or ' propane 1`j ', y '... l i.'. v L�'o!, -V� `!:.'r . ' r l . , COP 1.. •. Af UE .),FUE � sr �.1 CK a . 2.6 or s ' a 1 _ ., ,TJ 1 . tO �, Jy j P rat r 1 ,.,. k, • .... � ! (�Jr F; f l r :. ^, . . OH =. SC . ti& F+r41 AC st .r. , � j � x w a "r: � fi:t .a. 1 r " 3 - ,v c 4'' . r OH - SC CO?('SP.k� �,,,,:_l_, ? '� t ,9{"r , -,a` „ ,, .. tin t 4 1 ¢(! f 1 ^, ;,1 t , 1 f �x '. � °,. r � -a:-a, - F t f ' '' ; 1' ..94: . Tq' �':r i:i - e *. . tip k ' � C "� ;�, V. 'if � � = V: 1 jr i )Yy .i •Ffi 14 • .24- . 7 i . y ',� u '�' i E : 1 ..� •. � C .� •),fjJy , t .i ? r t �. ! r � } , ..'l'i � rf, j .. Y « fir . % ' , � �'-•' Tl llslds+Q '0 God npTUral Or *pare ttf114' f F . EF EF a f%8 L 54 i .54 i,. r E:',',.'7m:••••.....'. : ^ � t y �ry(� t:;^', 1.. Y ry' * F i t F z +� y i!' rf r * tK -. A Root area at hnyt,4 r seced ed M overrtang and 4tiading COeft cie t. See belcg 1 r 4 t'i`M� l 1. • t ... . • y .� Y ' rte' Msxirt an �.�Ja.. -a..r 4 Malt i " • _'f -�^� y ' 4 GLASS TYPE, WERHANG; AND SHADING COEFf CIENT (TINTING) REQUIRED FOR GLASS PERCENTAGE ALLOWED r Ty-:4, UP TO 20% •• ,: - UP TO 30% UP TO 40% UP TO 50% 1 'InG14 4:.-; , Double : 'angle ” ' Double' Single 0a,ble Single Double OH St; : ,;) ',= `OH • SC . OH =. SC . . OH - SC :.. • '. OH - SC OH • SC OH - SC OH • SC t , 1 f �x '. ' 4' `,90 ,,w> ..?„ 1.4 :V A .86 0' %:65 1' ..94: . Tq' �':r 3 ..t. 1,0 . 2. .86 1'..65 'p' .45 2' 90 l' .70 0' 50 3, • 86 2, . 1 .45 0' .35 S' 2' -'.TO 1' ,'.50 0. . ~� r r " ! ^ , .:.. Shading coefficients (SC) maybe obtained from Cie d e �e Mass. Typical shaGirp coefficients are: single -paned dear se = 1.0, double -pares clear SC = .90, and ' ale -paned lint SC = .86. 5i ' 'M>>1C1► separate titioinditioned vN1Q OS sertpUrfe Jequt ements for Glass Areas In AOOMONS ONIY,. (Renovations see 3 below) 2 e t be # used to coirrpty the Lola yr g types d eo nstructrof: i I P 11ONS TO EXISTING RESIDENCES. Additions which,? ave 600 square feet or less d eondtioned area may comply with the Energy Code using this form. The prescript -re N ijec >er►t; rnJabfes LOA 108 and 1 OC apply only to the c om p onen ts d the addition, not to the existing bukfing. Space heating, cooling, and water heating equipment efficiency levels must meit,cxly when equrprr>ant is nsta'led specifically to serve the addrtan a a beinginstalled n conjunction with the addition construction. Components separating unconditioned spaces from :cyn>oned spaces must meet the prescribed minimum insulation level ? & Resid buildngs'i d goiriq t cations c;osa than 309x; d the"assessed vak,e d tom The the buil�ng must comply with the Energy Code using this foe pesuip� ea�ui�rr nos n Tables 1OA and 1( apGty only to, the co r on Onts and equga�9r* being ier>ovated or re0t .13gTI4N$. �' - • _ 1. �� i' 1..... Q n e d T a l a f e 108 the cok titled "tt4SlllATION INSIAILEO m d d c a t e the avake d the n s u t a r c n b e i n g added to each component. s i d e y et iev�s d the Ourp being installed the calurtn tipe EFFI USIA • IEI '. Al R aloes and efrrc'rencies • ns tatted muss meet o excoed thQ r rnmum values prescribed eokarl kx that ooggonerdt, Q** ; did �quiPmenl nesh 'added nor' Qa1ed malt be felt blank ANO11tOt4 O (X (*airline the percetrtegA 10condrbp$ed area in addition as lokivi Total the areas d all glass windows, sliding glass dons and glass pa &s in do0100 ch are more than 'h c4 the area 'd thidcorroUbfelhe area of a2 non-vefcal roof glass and add it 10 the previous total. When glass in existing exterior wafts is being removed a ant:bsed by the addition, an amount egos! 10 the !oral area d lhlS gte'ss maybe subtracted from the 'total glass area Divide the adjusted glass area total by the conditioned floor area of the # add *. Multiply by l00 toga( the percent Find the largest glass percentage order which your calculated percentage falls on Table 1 OC For example, 29% glass would qualify for the' Up to 3096'oolumn: Pi esC(IP1Jes are given by the type dglass (Single a Double pane) and the o erhang (011) paired with a shading coefficient (SC). Any pair within the selected 'Up To " Aaot Vagie r. a given glass ty{,e and grerhar9,.the rtnaurrxxn shading coelfic ert allowed a specified. Indicate the category into which the percentage falls n the box a1 the top X : In the nerd cdumn tided "Tasted", nicate It)e catcuta'ed per: wine dgfass in the ad drop. Ac1al glass raY5Dws and doors previously in the extern wogs (IN hawse and berg reinstatedn+. Itit on, do not have to carpi with Ire c:a: is d shaSnp coefficient requires ecxs on T ato0 1 Cr; Ae new glass in the addition rry ct meat tt t5 ll.or4 d the 0 0 01 1 an the Lies Percentage categ You indic'ited Tne aertrarg (CH) distance is mewed per^, cc.A' a °, xom the race d be glass to a pr.!► .undet to d.leil; t edge d the c zra; 4 g. _ R 'YATYONS OftY.Onty'giass y:as sr*lich are being repvaced as part of the renovations need to mtret the follow.^; ;ass ^ and shading coatfcierw'' y be used king+ ss add irt>ich are under at least a two roll overhang and moose lowest edge Joel rot extend tithe( than 8 feet from the c ertlar , Sass areas be rencyated tat do nrY met; • ues+ia Aist be either single -pane tined, double -pane clear. or doibte-pane tinted Carr le 1! requested on the trip hand cl page 1. PANI Vinirnurrt Miquirements for Small Adddgns and fiord'; Table 1CA on page 1, and to indicate your intention to comriy +rah a!+ apglicabie iterrus c q ' Pe f , sitai.and date the 'OwnenAgen t" cerb'rration stdte ner[ cos page 1. 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