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27 NE 94 St (12)Total Allowable Superimposed Load - Pounds Per Linear Foot Mark No. bs; Ckar S,I:In Total Lintel Size No Fill No Steel Filled (1) #5 A Filled (2)#5 B / 6191 7845 8122 r 4277 5413 5604 2917 368. 3817 II�� Ic •� WATeI:f! • • will/ nalliallrall 111 1304 1636 1696 O r - (N 1 T - eo E� , �iy�c><:>•i�3j� v 0 1 I -, I :• 11 1042 7 7 749 931 933 IIMEMIIIIMAIIII El 1 ' ,, .. .^ is 7 )- 332 521 523 233 406 408 208 376 377 111 237 239 Note:(P.S.) re;:.resent precast lintels prestressed using (2) 7/15" Diameter Prestressing Strands. 14' 2 , LI!• 131 G 2500 PSI CONC. FILL (CONCRETE PLACED IN FIELD) SEE SCHEDULE FOR STEEL REINFORCEMENT AND TIE BEAM ABOVE STD 180D HOOK @ EACH END OF STIRRUP W/2 1/2" LEG EXTENSION PAST BEND. (TYP) 7/32" STIRRUPS AT 4' -0" c -c (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END 4" U- TYPICAL LINTEL SECTION PRECAST CONCRETE 14) THE BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL, MECHANICAL, ELECTRICAL. STRUCTURAL DRAWINGS FOR OPENINGS, WINDOWS, SLEEVES.ANCHORS. HANGERS. SLAB DEPRESSIONS,DIMENSIONS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION. PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF ANO FLOOR.TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE DIMENSIONS,CONDITIONS. AND SPECIFICATIONS ON THESE PLANS. �� 11�11111 ■ ■f ■ ■ ■ ■fff ■ ■.. t ■ 111..1 ■ 1111111111111 ■ 111111111 / 111 11111111111 / ■ 111111 111111. ■1111 ■ ■■ ■111111■ ■1111 ■ ■■ 1111■■■111111■ ■111111■ ■■ ■■1111■ ■■t■■■t /111 ■W ■ ■11 ■■ ■11111111■ ■■ MIII■ MIII 11 ■■■■1■■■■■111■■11■■ ■■11■ ■■■1■ ■/j 1111 ■111111.11■ 111111 ■■■ ■■■ ■■■■■■■ ■1111 ■ ■ ■ ■ ■■ ■1111111■tf11■■ ■ ■■■ ■ /i ■11■11111111 ■■ ■OUNSI ONIBMI 111.11■■■■ ■■■f■11 ■■1■■■■ ■f ■11 ER❑ \T ELEVATI -N 9/4dieee L/67 9//a. i' tied P& o'c' rna>� p^ Ala f g. �4U� e irAR 1 `^ ( 4 41 AI qtKe- e U- F'rec± sr Lintel (8"x8 ", filled DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF nd unfilled) 1 Mai 7:" GENERAL NOTES 1) CODES: 1.1 FLORIDA BUILDING CODE 2001 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -98) 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7 -98). 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W /STANDARD REINFORCEMENT - 3500 PSI 2.1.2. PRE -CAST W /PRESTRESS REINFORCEMENT - 5000 PSI 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: Tm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTION 2101.3.1 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE) 5) CONTRACTOR: 5.1 CONTRACTORJMASON TO VERIFY ALL LINTEL SPANS PRIOR TO ORDERING/ INSTALLATION NOTE: EXTRA TIE BEAMS OR COURSES BETWEEN LINTEL AND TIE BEAM POURED SOLID ARE ACCEPTABLE DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 140MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7 -98, TABLE 6 -7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- ( +1.0) 5. COMPONENTS AND CLADDING WINDOWS (35.3/- 47.2 PSF) DOORS (33.7/ -36.7 PSF) /„R/i • KEN EHLERS P.E. STATE CERTIFIED #18243 531 S.S.R. 434 SUITE 2003 ALTAMONTE SPRINGS, FL. 32714 PHONE (407) 290 -2799 In t ojt W UID W N 0) P1 Z n u. O LL � 0 0 0 ) 0 ) O O fT W 0 N N o nn IX a00 L y v j C 0 f_ 0 U(nE= (1c)Q rn Ex- N O N 0 3 0•) Z 0 E A I bob) e. . L am* t c(111\n / r r / will/ II 111 EI v 0 1 I -, I 7 7 El 1 ' ,, .. .^ is 7 )- 14' 2 , LI!• 131 G 2500 PSI CONC. FILL (CONCRETE PLACED IN FIELD) SEE SCHEDULE FOR STEEL REINFORCEMENT AND TIE BEAM ABOVE STD 180D HOOK @ EACH END OF STIRRUP W/2 1/2" LEG EXTENSION PAST BEND. (TYP) 7/32" STIRRUPS AT 4' -0" c -c (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END 4" U- TYPICAL LINTEL SECTION PRECAST CONCRETE 14) THE BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL, MECHANICAL, ELECTRICAL. STRUCTURAL DRAWINGS FOR OPENINGS, WINDOWS, SLEEVES.ANCHORS. HANGERS. SLAB DEPRESSIONS,DIMENSIONS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION. PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF ANO FLOOR.TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE DIMENSIONS,CONDITIONS. AND SPECIFICATIONS ON THESE PLANS. �� 11�11111 ■ ■f ■ ■ ■ ■fff ■ ■.. t ■ 111..1 ■ 1111111111111 ■ 111111111 / 111 11111111111 / ■ 111111 111111. ■1111 ■ ■■ ■111111■ ■1111 ■ ■■ 1111■■■111111■ ■111111■ ■■ ■■1111■ ■■t■■■t /111 ■W ■ ■11 ■■ ■11111111■ ■■ MIII■ MIII 11 ■■■■1■■■■■111■■11■■ ■■11■ ■■■1■ ■/j 1111 ■111111.11■ 111111 ■■■ ■■■ ■■■■■■■ ■1111 ■ ■ ■ ■ ■■ ■1111111■tf11■■ ■ ■■■ ■ /i ■11■11111111 ■■ ■OUNSI ONIBMI 111.11■■■■ ■■■f■11 ■■1■■■■ ■f ■11 ER❑ \T ELEVATI -N 9/4dieee L/67 9//a. i' tied P& o'c' rna>� p^ Ala f g. �4U� e irAR 1 `^ ( 4 41 AI qtKe- e U- F'rec± sr Lintel (8"x8 ", filled DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF nd unfilled) 1 Mai 7:" GENERAL NOTES 1) CODES: 1.1 FLORIDA BUILDING CODE 2001 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -98) 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7 -98). 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W /STANDARD REINFORCEMENT - 3500 PSI 2.1.2. PRE -CAST W /PRESTRESS REINFORCEMENT - 5000 PSI 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: Tm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTION 2101.3.1 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE) 5) CONTRACTOR: 5.1 CONTRACTORJMASON TO VERIFY ALL LINTEL SPANS PRIOR TO ORDERING/ INSTALLATION NOTE: EXTRA TIE BEAMS OR COURSES BETWEEN LINTEL AND TIE BEAM POURED SOLID ARE ACCEPTABLE DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 140MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7 -98, TABLE 6 -7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- ( +1.0) 5. COMPONENTS AND CLADDING WINDOWS (35.3/- 47.2 PSF) DOORS (33.7/ -36.7 PSF) /„R/i • KEN EHLERS P.E. STATE CERTIFIED #18243 531 S.S.R. 434 SUITE 2003 ALTAMONTE SPRINGS, FL. 32714 PHONE (407) 290 -2799 In t ojt W UID W N 0) P1 Z n u. O LL � 0 0 0 ) 0 ) O O fT W 0 N N o nn IX a00 L y v j C 0 f_ 0 U(nE= (1c)Q rn Ex- N O N 0 3 0•) Z 0 E A I • � - . ••• o . • Total Allowable Superimposed Load - Pounds Per Linear Foo Mark No.o-r nal Clear Span Total Lintel Size No Fill No Steel Filled (1)#5 A Filled (2)#5 B L-f , . = = - 4coplosi*FWPS 05 t:I7r 2 : ( t2 : . 1mNrI E nbcot.. 6 00 0N-NCOvV'ONMOI-v - NNN 6191 7845 8122 L -2 42/7 5413 5604 L -3 3466 4383 4538 L-4 L -5 2304 2906 3010 L -6 MAIM L -7 L -8 - • . L -9 1304 1636 • L -10 1138 1425 . L -11 L -12 904 1170 L -13 (I II , L -14 933 L -15 : L -16 P.S 548 760 765 L -17 P.S 491 687 681 L -18 P.S 332 521 523 L -19 P.S 233 406 408 L -20 P.S L-21 P. S IIIMMAIMMEME- • S L -22 P.S 111 23 239 Note:(P.S.) represent precast lintels prestressed using (2) 7/16' Diameter Prestressing Strands. 14' 2 snr 1 via 70A 2500 PSI CONC. FILL (CONCRETE PLACED IN FIELD) SEE SCHEDULE FOR STEEL REINFORCEMENT AND TIE BEAM ABOVE STD 180D HOOK @ EACH END OF STIRRUP W/2 1/2" LEG EXTENSION PAST BEND. (TYP) 7/32" STIRRUPS AT 4' -0" c-c (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" U- TYPICAL LINTEL SECTION PRECAST CONCRETE THE BU LDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL, MECHANICAL. ELECTRICAL, STRUCTURAL DRAWINGS FOR OPENINGS :WINDOWS. SLEEVES.ANCHORS. HANGERS. SLAB DEPRESSIONS,DIMENSIONS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION. PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF AND FLOOR-TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IF EXISTING CONDITION APPLY -ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE DIMENSIONS,CONDITIONS. AND SPECIFICATIONS ON THESE PLANS. r �.IAMMO OMMEMONOM ME000000IMM0000000mmmomm0li0 0 ■ 0mammom■000 AImmm00000% .■ iom000000000000000000M00000000i00o000■ ■000000O00000O0000 AMMEm000lii ��O0000000000rooO000MOOOOOM00000MMOMSI MINI000000000000miliM ll000�/j ..... ro■ I/■ ooOMoo ■■MO000 ■■0000■oMOMMMMoMMIMO MMMOAMIMMAMMMIMMOmmmil\aili !■ FRONT ELEVATION DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF ....a IMRE U- Precast Lintel (8 "x8 ", filled and unfilled) NOTE: EXTRA TIE BEAMS OR COURSES BETWEEN LINTEL AND TIE BEAM POURED SOLID ARE ACCEPTABLE DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 140MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7 -98, TABLE 6 -7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- ( +1.0) 5. COMPONENTS AND CLADDING WINDOWS (35.3/- 47.2 PSF) DOORS (33.7/ -36.7 PSF) MUMMIMMMIMMIUM OM MIMIMMWM UM MMen GENERAL NOTES 1) CODES: 1.1 FLORIDA BUILDING CODE 2001 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -98) 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7 -98). 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W /STANDARD REINFORCEMENT - 3500 PSI 2.1.2. PRE -CAST W /PRESTRESS REINFORCEMENT - 5000 PSI 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: fm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTION 2101.1.1 OF THE 2001 EDITION OF THE FLORIDA BUILDING CODE) 5) CONTRACTOR: 5.1 CONTRACTOR/MASON TO VERIFY ALL LINTEL SPANS PRIOR TO ORDERING/ INSTALLATION KEN EHLERS P.E. STATE CERTIFIED #18243 531 S.S.R. 434 SUITE 2003 ALTAMONTE SPRINGS, FL. 32714 PHONE (407) 290 -2799 1 J 4 N O to N aI 0 3 Z Al obva DATE 1 S17 P -03 -v*""•"=" 3- //5.-edy5/1 1, 3 s ,6)11sa �7 i NEW 23 WINDOW 5' -10" 9 , 1" 1 PORCH FILL EXISTING GARAGE DOOR OPENING WITH BATH ROOM 1 4' -9 "-7I' 10' -6" -' - = E USE TAPCONS 1/4" RND X MINIMUM ( PENETRATION INTO CMU OPENING AND 1 1/4" INTO PRECAST 6" FROM EDGE AND 12" O.C. FOR SIDES AND TOP. AT BOTTOM USE 5/8 X 8" WEDGE ANCHORS @ 32" O.C. g d etyptmAtagt SIVA 3' -9" 41' -2" -4" - EXISTING 32" WIDE WINDOW REMOVE BLOCK FOR 50X68 SGD BEDROOM 0' -0" 8' -9" 21' -8" EXISTING WINDOW MINIMUM R11 INSULATION TEXTURED FINISH OVER WIRE LATHE ON 15# FELT PAPER ON 7/16 OSB 5 =3 // EXISTING 28 X 68 13' -8" CONTRACTOR TO VERIFY ALL WINDOW SIZES BEFORE CONSTRUCTION THE BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL, MECHANICAL. ELECTRICAL. STRUCTURAL DRAWINGS DESIGN REQUIREMENTS FOR OPENINGS; WINDOWS. SLEEVES.ANCHORS, HANGERS. SLAB DEPRESSIONS,DIMENSIONS. PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION. PLACEMENT AND CONTINUITY AND A. FLOORS, BALCONIES, DECKS, STARS, LIVE LOAD BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IS 4OPSF IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF DIMENSIONS.CONDITIONS. AND SPECIFICATIONS ON THESE PLANS. Mob r EXISTING HOUSE 2001 /12OMPH ' , WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF 1707.4.2 OF THE FLORIDA BUILDING CODE 2001 EDITION 1707.4.2 EXTERIOR WINDOWS AND GLASS DOORS 1707.4.2.1 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS- ANSI /AAMA/NWWDA 101/IS2 2/97 COMPONETS AND CLADDING MUST MEET MIN. REQ. OF +25.9 PSF / -34.7 PSF 2001 /12OMPH EXTERIOR DOOR REQUIREMENTS • GARAGE DOORS SHALL BE TESTED IN ACCORDANCE WITH ASTME330 1707.4.3 GARAGE /OVERHEAD AND EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBC 1606, LISTED AND TESTED PER FBC 1707.4.3 EXTERIOR DOORS MUST MEET OR EXCEED MIN REQ. OF +24.8 PSF/ -32.6 PSF RETRO -CELL FILL DETAIL DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 140MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7 -98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- ( +1.0) 5. COMPONENTS AND CLADDING WINDOWS (35.3/- 47.2 PSF) DOORS (33.7/ -36.7 PSF) EPDXY DOWEL TO EXISTING BEAM, MIN. 4" EMBEDMENT LAP NEW STEEL 25" @ ALL LOCATIONS MIN. OPEN BLOCK TO ALLOW DOWEL INSTALATION. CLOSE UP WITH FORM AND FILL CELL TO EXISTING BOND BEAM. "OPENINGS MAY VARY IN WIDTH" EPDXY DOWEL TO EXISTING FOOTING. MIN. 4" EMBEDMENT /1/42/ 73/) /c KEN EHLERS P.E. STATE CERTIFIED #18243 531 S.S.R. 434 SUITE 2003 •ALTAMONTE SPRINGS, FL. 32714 PHONE (407) 290 -2799 N 0 U) N rn 0 5 vi H Z 1 EXISTING TIE BEAM r L NO FILL NO STEEL PRE -CAST LINTEL ri 10 [ 1 it [ REMOVE L DOOR LOWER BLOCK FOR OPENING AS NEEDED 1 �7 i NEW 23 WINDOW 5' -10" 9 , 1" 1 PORCH FILL EXISTING GARAGE DOOR OPENING WITH BATH ROOM 1 4' -9 "-7I' 10' -6" -' - = E USE TAPCONS 1/4" RND X MINIMUM ( PENETRATION INTO CMU OPENING AND 1 1/4" INTO PRECAST 6" FROM EDGE AND 12" O.C. FOR SIDES AND TOP. AT BOTTOM USE 5/8 X 8" WEDGE ANCHORS @ 32" O.C. g d etyptmAtagt SIVA 3' -9" 41' -2" -4" - EXISTING 32" WIDE WINDOW REMOVE BLOCK FOR 50X68 SGD BEDROOM 0' -0" 8' -9" 21' -8" EXISTING WINDOW MINIMUM R11 INSULATION TEXTURED FINISH OVER WIRE LATHE ON 15# FELT PAPER ON 7/16 OSB 5 =3 // EXISTING 28 X 68 13' -8" CONTRACTOR TO VERIFY ALL WINDOW SIZES BEFORE CONSTRUCTION THE BUILDING CONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL, MECHANICAL. ELECTRICAL. STRUCTURAL DRAWINGS DESIGN REQUIREMENTS FOR OPENINGS; WINDOWS. SLEEVES.ANCHORS, HANGERS. SLAB DEPRESSIONS,DIMENSIONS. PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION. PLACEMENT AND CONTINUITY AND A. FLOORS, BALCONIES, DECKS, STARS, LIVE LOAD BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IS 4OPSF IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF DIMENSIONS.CONDITIONS. AND SPECIFICATIONS ON THESE PLANS. Mob r EXISTING HOUSE 2001 /12OMPH ' , WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF 1707.4.2 OF THE FLORIDA BUILDING CODE 2001 EDITION 1707.4.2 EXTERIOR WINDOWS AND GLASS DOORS 1707.4.2.1 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS- ANSI /AAMA/NWWDA 101/IS2 2/97 COMPONETS AND CLADDING MUST MEET MIN. REQ. OF +25.9 PSF / -34.7 PSF 2001 /12OMPH EXTERIOR DOOR REQUIREMENTS • GARAGE DOORS SHALL BE TESTED IN ACCORDANCE WITH ASTME330 1707.4.3 GARAGE /OVERHEAD AND EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBC 1606, LISTED AND TESTED PER FBC 1707.4.3 EXTERIOR DOORS MUST MEET OR EXCEED MIN REQ. OF +24.8 PSF/ -32.6 PSF RETRO -CELL FILL DETAIL DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 140MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7 -98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- ( +1.0) 5. COMPONENTS AND CLADDING WINDOWS (35.3/- 47.2 PSF) DOORS (33.7/ -36.7 PSF) EPDXY DOWEL TO EXISTING BEAM, MIN. 4" EMBEDMENT LAP NEW STEEL 25" @ ALL LOCATIONS MIN. OPEN BLOCK TO ALLOW DOWEL INSTALATION. CLOSE UP WITH FORM AND FILL CELL TO EXISTING BOND BEAM. "OPENINGS MAY VARY IN WIDTH" EPDXY DOWEL TO EXISTING FOOTING. MIN. 4" EMBEDMENT /1/42/ 73/) /c KEN EHLERS P.E. STATE CERTIFIED #18243 531 S.S.R. 434 SUITE 2003 •ALTAMONTE SPRINGS, FL. 32714 PHONE (407) 290 -2799 N 0 U) N rn 0 5 vi H Z 1 O.C. MAX SPACING BLOCKING HEIGHT SIZE, #2 GRADE # OF ROWS 2X4 SPRUCE FIR 16" NONE 8' -0" 2x4 SPRUCE FIR 16" ONE 10' -0" 2x4 SPRUCE FIR 16' TWO 12' -0" 2x4 SPRUCE FIR 12' THREE 14' -0" 2x4 SOUTHERN PINE 16" THREE 13'-4" 2x4 SOUTHERN PINE 12' THREE 15' -0" 2x6 SPRUCE FIR 16" NONE 9' -0 2x6 SPRUCE FIR 16" TWO 14'-4" 2x6 SPRUCE FIR 12' THREE 16' -0" 2x6 SOUTHERN PINE 16" THREE 17-0" 2x6 SOUTHERN PINE 12" THREE 19' -8" 2x8 SPRUCE FIR 16' THREE 18' -0" 2x8 SPRUCE FIR 12" THREE 21' -0" 2x8 SOUTHERN PINE 16" - THREE 22'-4' 2x8 SOUTHERN PINE 12" THREE 24' -0" TOP CHORD BLOCKING @ 4'-0" O.C. IN FIRST 2 FRAMING SPACES @ EA. END ROOF SHEATHIN ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING ROOF COVERINGS SHALL COMPLY WITH SECTION 1507 OF THE FL. BUILDING CODE 2001 WALL / ROOF SHEATHING 1/2" CDX PLYWOOD or 7/16" OSB 2 1/4 "X.099 RING SHANK 6" O.C. EDGES 12" O.C. INTERIOR 5' -O" 4' -01 I - CD 0 4' -01 4' -0' Q RIDGE ROOF EDGE BUILDING LENGTH ROOF EDGE\ ( ROOF ATTACHMENT PLAN SHEATHING SHALL BE FASTENED WITH MIN. #8 GUN NAILS BUILDING WIDT ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O.C. ZONE 2 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ZONE 3 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. MIOMMVIIIIMMAIIMMIMM y ��■ ■■MEEE EEEEEE EMOMMESME EEMMEEME MEEMEEEEMMEE EEEEMEE EESMEMEESEEIE MOD._ /■ Eft. EIEf. EIt1Eis mommomsmo.U.UUUemommoUElt SIUSUUIUUssmoEftlEfommw 1•11 MEI t1 i ►1 0 MMIMIMMMMIWAMMIMIM MMIMMIWOMMMMUMIMM y �1 1//7 •V /°12 THE BUILDING-GONTRACTOR/OWNER SHALL CHECK ARCHITECTURAL, MECHANICAL. ELECTRICAL STRUCTURAL DRAWINGS FOR OPENINGS. WINDOWS. SLEEVES.ANCHORS, HANGERS. SLAB DEPRESSIONS,DIMENSIONS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION. PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE DIMENSIONS,CONDITIONS, AND SPECIFICATIONS ON THESE PLANS. -pa) 3 /— R ❑ITT ELEVATI0N D LIMITING HEIGHT OF STUDS FRAMING NOTES: 1. ALL LUMBER TO BE MIN. SOUTHERN YELLOW PINE #2 ROOF.FLOORS AND BEAM FRAMING WALLS TO BE SPRUCE #2 MINIMUM. MAXM.C. OF 19% EXTERIOR LUMBER OR TOUCHING CONCRETE TO BE PRESSURE TREATED. 2. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORCES. 3. ALL GALVANIZED STEEL FLASHING TO BE ASTM A 653 G -90 ZINC COATED - 4. PRE- PAINTED DRIP EDGE TO BE ASTM A 755 5. ROOF VENTS PER FBC2001 CHAP.2309.7 BUILDER TO VERIFY LOCATION DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF DOUBLE TOP PLATE SINGLE BOTTOM PLAT a ATTACH 2X6 A35 2X4 PT WITH 1/4 X 4 1/4" TAPCONS MINIMUM 12" O.C. I 2X6 PT LEDGER ATTACH WITH 1/4 X 4 1/4" TAPCO MINIMUM 8' O.C. 1 I EXISTING FOUNDATION IS ` L5 DESIGN REQUIREMENTS A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOAD IS 40PSF B. ROOF LIVE LOAD IS 20 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE FLORIDA BUILDING CODE 2001 EDITION. 1. BASIC WIND SPEED - 140MPH. 2. WIND IMPORTANCE FACTOR - 1.0 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7 -98, TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- ( +1.0) 5. COMPONENTS AND CLADDING WINDOWS (35.3/ 47.2 PSF) DOORS (33.7/ -36.7 PSF) 2X4 PT STUDS 16" O.C. MAX 12" MAXIMUM O EXISTING GRADE / Y To r Pik Vs di m .A //� I TILE-SHALL COMPLY WITH ASTMC1167 7 {, F ASTENER SHALL BE CORROSIVE RESISTANT AND NOT LESS THAN 11 GAUGE W/ 5/16' HEAD AND PENETRATE ROOF SHEATHING MIN 3/4" AND MUST COMPLY WITH 1507.4.7 FBC2001 2X6 PT LEDGER WITH 1/4 X 4 1/4" TAPCONS M INIMUM 6' O.C. PT RAFTER @ 16' O.C. TILE ROOF H25 OVER 2- LAVERS #30 FELT OVER 12' PLYWOOD 2X SUB FASCIA ALUM SOFFIT AN FASCIA TEXTURED FINISH OVER WIRE LATHE OVER 15# FELT OVER 7/17 OSB ALL 2X FRAMING TO BE PRESSURE TREATED CENTER JOIST TO BE 2X4 PT MAX 16 O.C. JOIST TO LEDGER AND BAND LUS26 MINIMUM 8" ABOVE GRADE /i 3/J1 f GL KEN EHLERS P.E. STATE CERTIFIED #18243 531 S.S.R. 434 SUITE 2003 ALTAMONTE SPRINGS, FL. 32714 PHONE (407) 290 -2799 0 Z _ Q " '0 U O' s /J7 CID D N of 0 0 1- Z 0 P $J Ms- A2_ • h t JO! EV: 5 73S- 27 ,t/E ?4 ma- 4 - - a, • 711:4- ,314-4,61. cot ECTION PAGE LOCIriar et p.ate V 2 Prevad- ajel;4457 re /el Are( ed owe led 1 /I 39 a46899190C:XtiJ Fr_. vor. . • • 5t b4 tnef.407:7 hp . ee 641/c4 144 n en 4 r9f/ thge • httitok, ZO, e 60cX.5 X 6 iuz /7 • I4 ,o-r9C/447 ,/S. k?/L-/ m ith0R17/A4 305. 3 e lScf—SSZ ) •, BY 1P0e A I 5 1- kss LIttrillA — 10110:al P:9I 8( W/90 0111* Riil Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of. approved plans and specifications must be kept at building during progress of the work. O wner's Name and Address Registered Architect and /or Engineer //Name and address of licensed contractor APPLICATION FOR BUILDING PERMIT Wait- J, 8rouj, J (owe►e r') 27 k1.E, 9h 571 Location and legal description of lot to be built on: II 3 o`"/ e r , II 1 1 , Lot 1 ( Block Subdivision M 1 A' M 1 7 tt d. ~ e s ✓C G l <} la , v *' 1 !/Street and Number where work is to be done 7 / • e / 1 4 r , 1.---State work to be done and purpose of building (by floors), state exterior colors (submit sam +les) e.. 1c e 6- Gt) f ►4� � 4 5 e, w 1 t4tAndLN I.ty 1 A'N ll-1 G., T1 re) w ► ► e, ►s1-)aeo 1 e. wu se.. and for no other purpose. c, 4 fs +-e a C 4,10. -LG- s. New Building Remodeling. Addition Repairs No. of Stories To be constructed of L---Estimated Total cost of improvements $ 1 0 0 0 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live ioad to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees + emplo only such subcontractors, on wor e performed under this permit, as are licensed by Miami Shores Village. 1/- i // Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. Disapproved (Signed) Council Approved J ss. ,,get et Date 0 /' 5O /v ' MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Kind of foundation Date Amount of Permit $ Read, Sworn to and Subscribed before me. D g9 p� 19 No. 2 7 Street /W. ! Roof Covering ° ? " Notary Public, State of Florida to me well known. Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / 4 i ob Address a- ° (.I s 7 Legal Descri Owner/Lessee Owner's Address Contracting Co. Qualifier State # Architect/Engineer Bonding Company Mortgagor WORK DESCRIPTION FEES: PERMIT APPROVED: Zoning Mechanical 9- q % s Permit Type (circle one): BUILDING ELECTRICA PLUM ING MECHANI AL ROOFING PAVING FENCE SIGN //v 7 2 Square Ft. � E '�"r ed Cost (value) /i P-7.70 WARNING TO OWNER: YOU MUST RECORD A N PAYING TWICE FOR IMPROVEMENTS TO YOUR OR AN ATTORNEY BEFORE RECORDING YOUR Application is hereby made to obtain a permit to do work and in will be performed to meet the standards of all laws regulating con PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL OWNER'S AFFIDAVIT: I certify that all the foregoing information construction and zoning. Furthermore, I authorize the above -nam Notary as to • er arllieWertattetzst My Commission Expi es: GLADYS J VILLAR NO'T'ARY PUBLICSTATE OF FLORIDA COMMISSION NO. CC714103 _MY COMMISSION IiXP. MAR 12002 Building Plumbing 03 C.C.F. Tax Folio Historically Designated: Yes No Master Permit # ?? / 3 Pho COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER F COMMENCEMENT.) s indicated above, and on the attached addendum (if applicable). I certify that all work this jurisdiction. I understand that separate permits are required for ELECTRICAL to nfOo to and that all work will be done in compliance with all applicable laws regulating ctor to do the work stated. 10" 1. 11L - M /ms s,,,, . S F .? ature of Contractor or • 't • Bui der 4 ate Notary as to Contractor or Owner- Builder My Commission Expires: Electrical one 7C/1 C ns. Co. v - tf/ -Q ,i/1 NOTARY, BOND TOTAL DUE Date Structural Engineer A 3 27 6 PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah FL 33010 f'ii(:1F . 'fill MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING t3(1II DING CODE COMPLIANCE OFFICE METRO -DAVE FLAGLER BUILDING 140 WES'r F1.AGLPR STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 373.2901 FAX (305) 37S -2908 CONTRACTOR LICENSING SE'ITION (305) 375.2527 FAX (305) 375 - 23511 cONT1tACTOR ENFORCEMENT SECTION (305) 313 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (303) 372 -(1339 Series 580 Aluminum Single Hung Window and Dual Action Window under Chapter 8 of the Cade of Miami-Dade County governing the use of Alternate Materials and "types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. I3CCO reserves the right to secure this product. or material at anytime from a jobsite or manufacturer's plant for quality control testing. if this pmdu;• 97 material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of suc':i product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0219.02 Expires:11 /1412002 Approved: 04/15/1999 I of Raul Rodriguez Chief Product Control Division THIS IS TEIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. ?tat isco . Quintana, Director Milani -Dade County 13uildit�g Cod? Compliance Office t D E. 15; 01 F'HGE . 1= Yale Oeron Manufacturine Co. ACCEPTANCE No.: 99- 0219.02 APPROVED : APR 9 5 1999 EXPIRES : November 14 2007 -- NO'T'ICE OF ACCEPTANCE: SPI CIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 1014.02, which was issued on At gust 20, 1998. It approves an aluminum single hung and a dual action window as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (S1=13C), 1994 _ Edition for Miami -Dade County, for the locations where the pressure requireme -'s, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating value$ indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 580 Aluntinum Single .Hang Window and Dual Action Window and its components shall be constructed in strict compliance with the following documents: Drawing No W97 -38, titled "Series -580 Single Hung Window ", Sheets 1 through 4 of 4, dated 10/10/96, with revision "A" dated 5/19/98, signed and sealed by Iiumayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INS TALLATION 4.1 The aluminum single hung (dual action) window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit +will - require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 . Duplicate copies of the approved drawings, as identified itt Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manue Produ erez, P.E: Product Control l at fitter trot Division DE C ' 15: c?1 Vale Ogron Manufacturing Co. 9, This Notice of Acceptance consists of pages 1, 2 and this last page 3. ACCEPTANCE No.: _29- 9219,02 APPROVED APR 1 5 1999 EXPIRES : November 14, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; t) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. 'Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for retnoval of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as art endorsement of any product, for sales, advertising or any other purpose. 6. The Notiee of Acceptance number preceded by the words Mianti -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be dotte in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies, S. Failure to comply with any section of this Acceptance shalt be cause for termination and removal of Acceptance. Manuel erez, P. E., Product Cvnxaminer Produc ets1rol Division EN OH A( :(:EP 'ANCE { DESIGN LOAD CAPACITY - PSF WINDOW DIMS. DSB- ANI`1BALRD GLASS 3 /16 "- ANNEALED GLASS VIDTH HEIGHT EXT. INT, . EXT. INT. 19 -1/8' 26 -1/2' 37' 53 -1/8' 26' C3) 60.7 262.8 . 60.0 300.0 60.7 165.9 60.0 274.9 60.7 Ina 60.0 194.1 [ 60.0 127.0 19 -1 /6' ' 26 -1/2' 37' 53-1/8' 38 -3/8' (3) 60,7 202.1 60.0 202.1 60.7 133.0 60.0 145.9 6D.7 82.0 60.0 104.5 - - 60.0 72.8 19 -1/8' 26 -1/2' 37' 53 -1/8' 50 -5/8' (5) 60.7 152.3 60.0 276.0 60.7 105.5 60.0 192.3 60.7 70.0 60.0 124.9 - - 60.0 75.1 19 -1/8' 26 -1/2' 37' 53 -1/8' 57' (5) 60.7 133.6 60.0 . 236.9 60.7 92.5 60.0 168.7 _ 60.7 64.4 60.0 117.2 - - 60.0 69.5 19 -1/8' 26 -1/2' 37' 53 -1/8' 65) 60.7 119.7 60,0 209.1 60.7 82.9 60.0 150.9 57.7 ' 57.7 60.0 105.0 - - 60.0 65.4 19 -1/8' I I 26 -1/2' 37' 53 -1/9' 74 -1/4' (S) - - 60.0 171.3 - - 60.0 123.6 - - ` 60.0 37.9 - - 59.8 59.9 dt OTMQ =.; IM W95 -38 NO. Hi PAREN[N£SIS INDICATE ND. OF MOORS PEP JAMB SERIES -580 A..UMINUM SINGI . HUNG WINDOW COMPARATIVE INQI,YSIS &T BASED ON 11L -1170 DATE° 12 -18 -85 TES[ SIZE - 37' X 50 - 5/8' (1 OVER 1) TEST LOADS - +105.0. -105.0 PSF DESIGN LOADS - +70.0, -70.0 PSF WATER INFILTRATION TEST - 9,1 PSF TESTED CLASS - OSB - AILNEAI O BASED ON F1L -1171 DATED 12 -18 -95 TEST SIZE - 53 -1/6' X 74 -3/16' (1 OVER 1) TEST LOADS - +90 0. -93.0 PSF DES10N L0A0S' - +80.0. -60.0 PSF ►PATER INFILTRATION TEST - 9.0 PSF TESTED GLASS - 3/1 5' HNC 8 0 IMPACT RESISTANT SHUTTERS REQUT..RED 1T 1 THIS STROCTURE IS DE'40NED 7.S POT 11 'SO,RN r-nivoA BOLDING CODE 1 9 P4 £DrT)0W FOR DUDE COUNTY. f0N w1W LOADS AS PER ASCE 7 -60 USING COTIRESPONCA .ENDS. a. wow 6UCJtt 87 anklet, i*m 8E macaw Y TO IR47tSRR LOADS To THE STRUCTURE. • . 3. ANCHOR= swill. 6C A3 LJETE0. SPADED AS.S)IOMW OW DETAILS. ANCHOR EMEICO ENT TO OAST 7+ATERLU s$AU. sr. KYOND W.I.U. ORESUND all STUCCO. TS' WAX. HEAD & SILL 'JAM i MCI -OR s SEC t•EIG4.7 144r; A T Lt FOR EGRESS WINp3WS DETAILS AM3 CAPA:.L;` SE_ 3HEET ± FOR COMPCNENTS1ZES SEE SHEET 3. r t APPROVEDIl5 : S'Lr lE tax THi S .IW AMU %IRMO 'C%E BT ?4t7 ...u� • t PRODStyT80. 9R'S uil BIGl0IM6 COM CORLf:wiia UFFICI ACL'FP1AME 1101 L sc, t a a ■ :4 ., 1 1. yt t i• p i I . 1 ------- _,--------..-------. i Y/ " ' +g i r. . 1 I t. I i er r dt OTMQ =.; IM W95 -38 NO. Hi PAREN[N£SIS INDICATE ND. OF MOORS PEP JAMB SERIES -580 A..UMINUM SINGI . HUNG WINDOW COMPARATIVE INQI,YSIS &T BASED ON 11L -1170 DATE° 12 -18 -85 TES[ SIZE - 37' X 50 - 5/8' (1 OVER 1) TEST LOADS - +105.0. -105.0 PSF DESIGN LOADS - +70.0, -70.0 PSF WATER INFILTRATION TEST - 9,1 PSF TESTED CLASS - OSB - AILNEAI O BASED ON F1L -1171 DATED 12 -18 -95 TEST SIZE - 53 -1/6' X 74 -3/16' (1 OVER 1) TEST LOADS - +90 0. -93.0 PSF DES10N L0A0S' - +80.0. -60.0 PSF ►PATER INFILTRATION TEST - 9.0 PSF TESTED GLASS - 3/1 5' HNC 8 0 IMPACT RESISTANT SHUTTERS REQUT..RED 1T 1 THIS STROCTURE IS DE'40NED 7.S POT 11 'SO,RN r-nivoA BOLDING CODE 1 9 P4 £DrT)0W FOR DUDE COUNTY. f0N w1W LOADS AS PER ASCE 7 -60 USING COTIRESPONCA .ENDS. a. wow 6UCJtt 87 anklet, i*m 8E macaw Y TO IR47tSRR LOADS To THE STRUCTURE. • . 3. ANCHOR= swill. 6C A3 LJETE0. SPADED AS.S)IOMW OW DETAILS. ANCHOR EMEICO ENT TO OAST 7+ATERLU s$AU. sr. KYOND W.I.U. ORESUND all STUCCO. TS' WAX. HEAD & SILL 'JAM i MCI -OR s SEC t•EIG4.7 144r; A T Lt FOR EGRESS WINp3WS DETAILS AM3 CAPA:.L;` SE_ 3HEET ± FOR COMPCNENTS1ZES SEE SHEET 3. r t APPROVEDIl5 : S'Lr lE tax THi S .IW AMU %IRMO 'C%E BT ?4t7 ...u� • t PRODStyT80. 9R'S uil BIGl0IM6 COM CORLf:wiia UFFICI ACL'FP1AME 1101 L sc, t a a 37' W.X. YAHOO* YAO H 5 - YE -169 6 VF-H3 7 TH-570 9 TH -934 YE -L72 YH-942 TH-444 YE-171 YH-571 HEAD i 4 SATE IV= 11. IR X 3/4' SMS (AS STAD&ESS STEEL Ea X 5 /8• HS PH I.B 1( 1/2• TEKS PH ROTC HARDWARE ROTC HARDWARE RETFO HARDWARE RCM HARDWARE 6063 -T5 drawin 1o. W96 -38 : f.. 1 /e' X 1' WEEP SLAT 5-1/4' RCM EACH ENO OPEN CELL FOAM PAD AT CPCH WEEP StGT TYPICAL 'ANO70RS - SEE. ELEV. FM SPACING • 1/4' LLAX. - POLLS SEALANTS AND P.WS SEE SHT, 2 Mat. RS SEE LCV. FtR SPACING VEEP SLB7S 1 8Y OR 2 3Y 10:00 84lGf 114-1/2' I. 1 NE41) S I. EGRESS FRAMING DETAIL FOR j SERIES -580 SINGLE HUNG WINDOW I i SIZE 0? SUE —M AE = 37" X 50 -5/9' I SZE OP S.H. FRAME = 31 -L /4 X 48- - t Si OP 2 SY _ '.co rO etJtx ■ EXTRA ANCHOR FOR 77 nr RATING ONLY y DNC DIE MST 3 ?T. LOCK 8AR SYSTE;H ROTC H(AAfM'ARE =HON 1100 II */ PLAsr,c XEU I FOR JANGLE HUNG DETAILS AND C.APAC(rr SEE SHEETS 1 & 2. FOR COMPONENT SIZES SEE SHEL7 1. L /4' SHUT HAIL &pr. DA. MAm4Y[ urr 'moo* STRUCItIRLS fUlPE /1lS.81 N 19 1998 • REDD.) DESIGN LOAD RATING FOR THIS ;SIZE OR SMALLER INT. ANCHORS /JAMB 1 EXT. 4 65.0 1 65.0 75.0 75.0 TYPICAL ANCHORS A. IF INTO 2" BY WOOD BUCKS • 3/16' DIA. TAPCON'S W1TFt I - 3/6' N IN. PENETRATION INTO 44000 B. IF INTO 1 BY W000 BUCKS OR INTO MASONRY 3/16 DIA. TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY vain PUNS MOT ST YALE OGA:?J MIST SUSTAIN D POSED LOADS • TYPICAL rICNORS SEE CLLV, FOR SPACLNCi PLATED STEEL APPROVED AS COMPLYING WITH Pit SOUTH AORIQ4 9UItOLAG OGLE DAT PR OT PRO COX ROL OTSIOH BU t flm E GOYFSWICL OLf1Ct tCM0. R1tQ.O2� 1T \ ■ 0ss ANN. CLASS \ . N. l /1. . / ' % / //-r'r / / %. ANNUM 37' W.X. YAHOO* YAO H 5 - YE -169 6 VF-H3 7 TH-570 9 TH -934 YE -L72 YH-942 TH-444 YE-171 YH-571 HEAD i 4 SATE IV= 11. IR X 3/4' SMS (AS STAD&ESS STEEL Ea X 5 /8• HS PH I.B 1( 1/2• TEKS PH ROTC HARDWARE ROTC HARDWARE RETFO HARDWARE RCM HARDWARE 6063 -T5 drawin 1o. W96 -38 : f.. 1 /e' X 1' WEEP SLAT 5-1/4' RCM EACH ENO OPEN CELL FOAM PAD AT CPCH WEEP StGT TYPICAL 'ANO70RS - SEE. ELEV. FM SPACING • 1/4' LLAX. - POLLS SEALANTS AND P.WS SEE SHT, 2 Mat. RS SEE LCV. FtR SPACING VEEP SLB7S 1 8Y OR 2 3Y 10:00 84lGf 114-1/2' I. 1 NE41) S I. EGRESS FRAMING DETAIL FOR j SERIES -580 SINGLE HUNG WINDOW I i SIZE 0? SUE —M AE = 37" X 50 -5/9' I SZE OP S.H. FRAME = 31 -L /4 X 48- - t Si OP 2 SY _ '.co rO etJtx ■ EXTRA ANCHOR FOR 77 nr RATING ONLY y DNC DIE MST 3 ?T. LOCK 8AR SYSTE;H ROTC H(AAfM'ARE =HON 1100 II */ PLAsr,c XEU I FOR JANGLE HUNG DETAILS AND C.APAC(rr SEE SHEETS 1 & 2. FOR COMPONENT SIZES SEE SHEL7 1. L /4' SHUT HAIL &pr. DA. MAm4Y[ urr 'moo* STRUCItIRLS fUlPE /1lS.81 N 19 1998 • REDD.) DESIGN LOAD RATING FOR THIS ;SIZE OR SMALLER INT. ANCHORS /JAMB 1 EXT. 4 65.0 1 65.0 75.0 75.0 TYPICAL ANCHORS A. IF INTO 2" BY WOOD BUCKS • 3/16' DIA. TAPCON'S W1TFt I - 3/6' N IN. PENETRATION INTO 44000 B. IF INTO 1 BY W000 BUCKS OR INTO MASONRY 3/16 DIA. TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY vain PUNS MOT ST YALE OGA:?J MIST SUSTAIN D POSED LOADS • TYPICAL rICNORS SEE CLLV, FOR SPACLNCi PLATED STEEL APPROVED AS COMPLYING WITH Pit SOUTH AORIQ4 9UItOLAG OGLE DAT PR OT PRO COX ROL OTSIOH BU t flm E GOYFSWICL OLf1Ct tCM0. R1tQ.O2� 1T 062 I .874 1:136111EMICI ye- 169 6063 -15 MEDMI* YE-• IS 76 60S3 ANCLEIE-E6 YIE...151C 606.1-.1 6 'FENT BOTTOM HAL YE- 616 6063 •••15 I 64 FRAME MIL YE- 1 67 IA 3 7 1 1 VENT SIDE RAIL YE*900 606./-T3 __ .307 r HE a,s‘e ' amo FRM .062 FCRESS FRAME CORNER OETPL •-•••1 .1.25 L/.048 YE 6063 -4'5 3/4 WIZ' NOTCH AT EJCH O4 SCgEni 5171.144NG CUP , 6:37 I j 1 i 1 •-•'' . i il 2216 i i 1 .437 1 1 -■•11•••- , .662 1 , 111 6 ZS 7.1 1 ! i i 1 1 11_ EGRS iCilifILITADItill1. soe.3—rs. vt— 1 7'2 I _ 60 _ _ • VEN1 CCqN£R DETAIL APAIINED COMPLYNO WITH MI =RH arca HMI NG MCE as, puo RIX 0111,6 1711 .1 • MUNK COM COWL/ANC E %TICE ACCEMICE rio - 247 -1 0 Z z uJ z 0 LI= 0 PART F 41%, 1 DISCRIPTION (7.- - BUM= t ' YE-163 t, 1 1 !FRAME MAO' 1- 6063-T5 2 YE-167 t .1. FRAXE MA. I 4013-13 3 YE-102F - 2 1 FRAME JAMB 6013-15 4 YE-1SM : ' FIXED 100L f • 6017-T3 3 YE-151C 1 1 VENT ToP RAIL 6063-T5 6 VE-161 1 • vERT BOTTOOE- RAr.l. 6063-15 7 YE-920 2 VENT JAN : 6063-T5 e 1 As REOD, OLAZIMO BEAD ROLL FORHEO ALUM. 9 L- 2/ VEHr ID PLEICX L TACKLE BALANCE 11 TH-511 AS REG. BULB VINYL PVC (SINE.L.E> 12 Y14-51O AS RES19 . BULB yiNyt. PVC anc.L0 i3 YM-5�r AS REQI, PILE-Sti4LECDEL .197 X 250 FIN SEAL (DOUBLE) 14 ri4-504 a r I VENT LATCH ArtiGN DR CELCON 14A yii-515 1 !cm Lax It CENTER OF VENT Vow< 15 IS ID X 3/4' D LFRAML ASSEMBLY SCREVS FIXED RAIL SCREvS PLATED CRS. CAE PLATED lb $ 13 x 3/4' 2 17 1 5 9 X 1' 4/ VEN 1 VENT ASSEMBLY SCREVS CAD PLATED ORS. ti .. • , . • • . 31 WELP-1CTED4 AT EACH CICW 3/16' TAKER'S t & •inii COMERS it• ac. Pm. a • • • '.I/4' StilmS CB-Amti GLASS CP 3/16 ANN. CLASS SEE CHAR': NA - 1-! "DOW CAN BE SUPPUED WITH C.41 LATCH AT MTG. RAR_S OR SPRSHO LOADED LATCH A su • WOOD BUD'S NOT BY YALE, MUST SUSTAIN LOADS IMPOSED HY GLAZING' SYSTEM- AND TRANSFER THEM . TO THE BUILDING. ST.RUCTURE. GLAZING METHOD; . . . M'EM:01Athit ROU. FORMED ALUM GLAZING BEAD. USEADHESNE BEDDING COMPOUND SCHNEE MORDIEAD 5.555 OR EQUIV., COLOR TO mATCH GLASS St METAL FINISH SEALANT; ALL LOWER FRAME AND VENT CORNER, AND HEADS OF INsvoj.ATIoN SCREWS AT SILL TO HE SEALED WITH ALUmiNuM COLORED SE.k.ANT, SCHNEE MOREHEAD 5504 OR EOUiv PADS; ONE 1/4" X 3/4' ADHIVE CLOSED CELL FOAM PAD AT EACH END OF FIXE0 MTG. FULL TYPICAL ANCHORS • A) INTO 2 HY WOOD BUCKS 1-3/Er MIN, PENETRATION INTO WOOD B) THRU 1 BY WOOD BucKS INTO wASONRY . 1-1/4 mIN. EMBED INTO CONC. OR . 1.4ASONRY • 3116' 2-1/4* TAB 6• F COMERS I. 24' D.C. VIHD1760 V30Th1 • • eft., 141.345Y9UN 5113•101UNCI FLA. Pt • 16337 eir 11 Dtt6.0 IMO MOE cateLlocE offl dratdoc ALTEPTAXCE NO. .1 4 cattrzik W96-38 t tre OR 2 DT WOOD SUCK sse CLASS 1 3(16'- /Y#( GLASS] SEE 27-.1ART 1.75D 141' SI-CM 143X. , V14. BUCKS IIDT BY YALE OCR 0.14 WUT SUSTAIN IMPOSED LOADS i• .. • Is - '3/16' TAPCCINIS i -SEE COMPARATIVE AMALTSDS cmART FOR SMOG AP:ROYED AS 031111•040 Yrtni THE SOON MAR* SIRLOIN CODE 9 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date //r Z ?7/ cb Address g. /1) 6 q Y ,S Tax Folio Legal Description Historically Designated: Yes / No , Owner/Lessee / Te . ��/ - �2 �G� ^=� Master Permit # `T 7 9 2 Owner's Address Phone . Contracting Co. Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Address Architect/Engineer Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL L PLUMBING M CHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1 �/S 4/4 --C-`- SI�I,Q I 1 • No 70) Signa ' of owner and/or Condo President Date c a3'/ a00 2 � l (747" as to Owner Commission Ex FEES: PERMIT //0 "fro . cws: '171101 go or ' : 1" all. LAR at Prat'ARY PUBLIC SUM OF FLORIDA COMMISSION NO. CC714103 MY COMMLSSION EXP. MAR.1 '!_ RADON APPROVED: Zoning Mechanical Plumbing O Square Ft. Estimated Cost (value) , 3 40 0 C.C.F. ' V NOTARY BOND WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be perfonned to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contractor or Owner- Builder Date o3 Notary as to Contractor or Owner- Builder Date My Commission Expires: Building 11 1 / f Electrical Structural Engineer '7 3 7211 0(1 11: (19 FAX PRODUCT CONTROL NOTICE OF ACCEPTANCE SHIELD SHUTTERS, INC. 7272 NW 25 Street Miami FL 33122 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-6339 20 gage Galvanized Steel Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types c Construction, and completely described herein, has been recomniended for acceptance by the Ivl.iarni -Dad County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure tl product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspr:nc the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Buildia Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99 1006.01 (Revises No,: 98 0529.12) Raul Rodriguez Chief Product Control Divisic THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONMMITTEE Expires:12 /01/2000 This application for Product Approval has been reviewed by the BCCO and approved by the Building Cod and Product Review Committee to be used in Dade County. Florida under the conditions set forth above. Approved: 12/24/1999 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING; BUILDING CODE COMPLIANCE OFFICE M TRQ -DADE FLAGLER BLIILDINcl; 1 -L0 WEST FLAGLER STREET. SUITE 1603 vIIAvIL FLORIDA 33i30-156J (305) 375 -2001 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (30 5) 375 -2527 FAX (305) 375 -2553 rancisco . Quintana, R.A, Director 1 of 3 Miami -Dade County Building Code Compliance 0 r ' 031'20;00 13:09 FAX Shield Shutters, Inc. ACCEPTANCE No.: 99- 1006.01 DEC 2 it 1999 APPROVED EXPIRES Dec. 01 2000 NOTICE OF ACCEPTANCE, SPECIFIC CONDITIONS t j 0 2 1. SCOPE This revises tie Notice of Acceptance No, 98- 0529.12, which was issued on June 25, 1998 approves a 20 gauge galvanized steel storrn panel shutter, as described in Section 2 of this Notic Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Mi; Dade County, for the locations where the pressure requirements, as determined by SFBC Chr 23, do not exceed the Design. Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized steel stone panel shutter and its components shall be constructed in s compliance with the following documents: Drawing No 99 -120, titled "20 Gage Galvanized Storm Panel ", prepared by Tilteco, Inc., dated April 2, 1999, las vision #2 dated November 1999, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Mk Dade County Product Control Approval stamp with the Notice of Acceptance number and apps date by the Miami -Dade County Product Control Division. These documents shall hereinaftr referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded co metal shields, headers and sills, must be protected against corrosion, contamination and damp all times. 4. INSTALLATION This 20 gauge galvanized steel storm panel shutter and its components shall be installed in s compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6,1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notic. Acceptance, clearly marked to show the components selected for the propr. installation. 6.1.3 Any other documents required by the Building Official or the South Florida Builc Code (SFBC) in order to properly evaluate the installation of this system. Helmy F4!Makar, P. E. - Product Control Exarnt I�rnrliirt rnntrnI r- litac u3 emu yip 13:09 FAX Shield Shutters, Inc. ACCEPTANCE No.: 99- 1006.01 Ijj 03 APPROVED DEC 2.4 1999 EXPIRES NOTICE OI± ACCEPTANCE: STANDARD CONDITIONS Dec. 01. 2000 1 Renewal of this Acceptance. (approval) shall be considered after a renewal application has been filed and original submitted documents, including test - supporting data, engineering documents, are no older than e (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and following statement: "Miami - Dade County Product Control Approved ", or as specifically stated in specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this prod and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved_ c_ If the Acceptance holder has not complied with all the requirements of this acceptance, including. correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initir submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of product or process shall automatic be cause for termination of this Acceptance, unless prior written approval has been requested (through tiling of a revision application with appropriate fee) and granted by this office. �. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any on purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by t expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall provided to the user by the manufacturer or its distributors and shalt be available for inspection at the job s at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this list pa�_c 3. END OF TI - IIS ACCEPTANCE Helmy A. ar, P.E. - Product Control Examin' Product Control Division v 20 77' HEADER SCALE: 1/2" = 1" 3 714ox. 1 Alin. •■• 0 .990' 1 r UNBOLrED (SEE SCHE SHEET 6 1/4' Max. GAP P ANELS ULE ON 9F 8) MINIMS J' Max_ Min. '7 7) AS APPLICABLE (Typ.) 2.250" 2.250' CONCRETE ANCHORS (SEE SCHEDULE) 12.000' (EFFECTIVE WIDTH) 14.233" (TOTAL WIDTH) O PANEL SCALE: 3/8' = 1 • 2.226" "U' HEADER FOR BUILD -OUT SCALE: 1/2" = 1' 0 0 1 TT -- 1 - 1 T r TT I 1 1- - - r T - - rI - CONCRETE ANCHORS (SEE SCHEDULE) SECTION A-A SCALE 1 1/2" = 1' -0" STORM PANEL ELEVATION SCALE 1 1/2' = r-0" Col v. STEEL r 2.250' 20 CAGE CaIv. STEEL J Mai. 114in I 0 - TT 7- 1 1 'U' HEADER SCALE :: 1/2' = 1" .990" .125' \ ! 3' Max. 1 ' Min. ‘ PANELS W/ 1/4 0 -20 x J /4' M. S. W/ 7/8" x 3/32' WINGNUTS 0 1/4" Max. CAP EA. OVERLAP (SEE SCHEDULE E ON SHEET 6 OF 8) 1\ 2'x2'ANGLE WITH STUD SCALE.: I/2' = 1" ,.750" tummy ( t ulutul'Wl. N L • 1.000' .125' 50 1'x2' ANGLE W1TH STUD SCALE.' 1/2" = 1" 1 SEE DETAIL 1 'F' TRACK SCALE.: 1/2" = I" It 2.000' 1/4 . S. S. SIUfl RIVETED TO ANON.: 0 12' 0. C. 2.865" 6.000' (EFFECTIVE WIDTH) 8.152" (TOTAL WIDTH) 0 HALF PANEL SCALE. 3/8" = 1" 1 4 Mt S. S. STUD RIVETED TO ANGLE 0 12" 0. C. 7; N COMPONENTS 20 GAGE Caly. STEEL 2.000" 750" SEE DETAIL 1 114 0 S. S. STUD RIVETED TO ANGLE 0 12' 0. C. ® REVERSED 2"x 2' ANGLEWITH STUD SCALE: 1/2" = 1' VARIES 1 SEE DE. 1 4/8 & 8/8 5/16" 0 HOLE FOR STUD LOCATION AT EVERY PANEL OVERLAP N • n Min. 15' LONG .osJ' 1-1 .125' DETAIL 1 2.000 .990' .125" .063" .094" 0 O .125' GENERAL NOTES: I. STORM PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH "ME DACE COUNTY, 1994 EDMON OF RC SOUTH FLORKM BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 8 OF ASCE 7 - e6. MTTH 110 m.p.h. BASIC WINO SPEED. STORM PANED ADEQUACY FOR IMPACT AND FAf'ICUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MM SEc 2314 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORT / 0926.02 -96, MO FENESTRATION TESTING LAB. REPORTS / 2222. 222.1; 229.3 & 2294. 2. ALL STEER SHEET METAL PANELS SHALL HAVE STRUCTURAL cumin ASTM A446- 91. GRADE C. CALVANZED STEEL DESIGNATION wiry- 49 k (AFTER ROLLED). 3 ALL ALUMNUM EXTRUSIONS SHALL BE 6063 -T9 ALLOY UNLESS OMERWIS£ NOTED. 4. ALL SCREWS TD BE STAINLESS STEEL 304 OR J f 6 SERIES. 5. BOLTS TO BE 2024 -T4 ALUMNA/1J ALLOY, GALVANIZED OR srANLESs STEEL, IMM 36 kr! MINIMAL YIELD POINT 8. ANCiHORS ro WALL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4' 0 TAPCON ANCHORS, .4S MANUFACTURED BY fTW/RAMSET OR ELCO INDUSTRIES. INC. - 1/4' 0'x 7/8' RtWL CALK -IN ANCHORS .45 MANUFACTURED BY THE RAM. PLUG COMPANY, INC. NOTES: A1) L0N /UUI EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE f 3/4'. A2) 7 /e' RAIL CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO ME POURED CONCRETE. NO EMBEDMENT IMO STUCCO SHALL BE PERMITTED. 1/4' I -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO OAST, AND 1 ' MINIMUM FOR WALLS WITH NO STUCCO. AJ) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON ME £XLS7INC MALL OR FLOCK ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE INDICATED ON NOTES A 1) & A.2) ABOVE TO EXISTING CONCRETE BLOCK WALL: 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY ITW /RAMSLT OR ELCO NODUSTRIES, YdG - 1/4' 0 x 7/8' RANL CALK-IN ANCHORS AS WNUFACIURED BY ME RAM. PLUG COMPANY, INC. NOTES B. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO nit CONCRETE BLOCK UNI T SHALL BE 1 1/4 B 2) 7/8' RAM CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO INC CONCRETE BLOCK UNIT. NO (JIBEDMENT INTO STUCCO 51-ALL BE PERMIT IL. 1/4 0 - SCREWS USED SHALL BE 1 1/2" LONG MMVWUM SHOULD STUCCO EAST. AC f " MINAILMI FOR WALLS WITH NO STUCCO. B3) N CASE nor PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON ME EXISTING WALL. ANCHORS SHALL OE LONG ENOUGH TO REACH INC WIN STRUCTURE BEHIND SUCH RAMIS. ANCHORAGE SHALL BE 1 1/4' MINIMUM FOR ANCHORS MENT IONED IN B 1A & 7 /8' FOR ANCHORS MENTNED IN 8.2). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ME SOUNDNESS OF ME STRUCTURE WHERE SHUT TEN IS TO BE ATTACHED TO NSURE PROPER ANCHORAGE. 8. PANEL 11-QIJ JS EU 2 � HORIZONTALLY COMMPPONEEN T D. .J(45T�((A 1- DETAILS cE THAT SHOWN SECTIONS 9. SHUTTER MUNUFACTUP.ERWINUFACIUR 'S LABEL SHALL BE PLACED AT B RDMR D O F F EACH PANEL LAEEL SHALL READ AS FOLLOWS: SHIELD S141.ITTENS ha MAMI, FLORDA 040E COUNTY PRODUCT CONTROL APPROVED (8) / I TINT TESTING It ENGINEERING COMPANY &192 N.M. - 14111, 51. St a. 117, WXJ11A Ns, n -13786 P�on4 : (..107).471 -15-10 . far : ( 71- 77J 1 WALTER A. TILLIT Jr., P. E. FLORIDA Lic. 44167 O OPTION 2" x. 7' x 1/4' ALUMINUM ANGLE ;r, „cF : 1/2' = 1' ®2'x 5" (Max.) x .125 "ANGLE SCALE: 1/2" = 1" KEY HOLE AT PANEL APPROVED AS COMPLYING WITH THE 5.000' (Max.) 1 J, 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7272 NW 251h. STREET MIAMI, FLORIDA 33122 ELY. ti 2 SCALE: 1/2` = Or7CIPInW CYO 16- 131 ORAANC fX MRN. 4_2/91 71/21/99 1 61 tI ACV. w SOUTH FLORIDA B CODE AT icca�� 24 19. D BY t1' L i. PRODUCT CI''ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. pesos. now MIAMI -DADE COUNTY WIT AS -SHOWN SCALE 4/2/99 0A EE 99 - 120 DRAWING No SHEET f OF 8 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE R£OUlR£D .— (SEE SCHEDULE) 'FOR Min. SEPARATION S 1D CLASS OF EX /STWG WWOOW OR S. G. 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ci (SEE SCHEDULE) FOR Min. SEPARATION S TO GLASS OF EXISTING WINDOW OR S. G 0. 4 Cont. 0 Cont. a CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS 0 48' 0. C. POURED CONCRETE REQUIRED d (SEE SCHEDULE) FOR Min. SEPARATION S TO GLASS OF EXISTING WINDOW OR S G. 0. / 0 W POURED CONCRETE OR CONCRETE BLOCK NULL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) W • 1 4' I -20 k /4' S 5. BOLTS W./ 7/8" x .1,41? WING NUT 0 STUD 0 12' 0. C. SECTION 0 ANCHORS (BOTTOM) WALL MOUNTING INSTALLATION — SECTION 2 SCALE J /8' - 1' POURED CONCRETE REQUIRED a Z Cont. POURED CONCRETE / REQUIRED ff E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 6 OF 8) CONCRETE ANCHORS (SEE SCHEDULE) I --- (SEE SCHEDULE) 1 FOR Mln. SEPARATION S I4I TO N GLASS OR OF 5 EX ISTING 0 1 ALTERNATE FOR E D. 0 ' N Z 7 /8 "x J /32" WANG NUT 0 EVERY STUD 0 12' 0. C E. 0. 4 CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SC J /B" .• 1' — SECTION 3 RAWL CALK -1N ANCHQRS AT (30 (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED �- — (SEE SCHEDULE) FOR MIn. SEPARATION S TO GLASS OF EXISTING I WINDOW OR S C. D. POURED CONCRETE OR CONCRETE BLOCK WALL REOUIRED • RAWL CALK-IN ANCIRS AT (SEE SCHEDULE) DIRECT WALL MOUNTING INSTALLATION — SECTION 4 SCALE 3/8' - t" CONCRETE ANCHORS (SEE SCHEDULE) EO EQ o ; POURED 1' `Y CONCRETE REQUIRED POURED CONCRETE W OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) FOR Min. SEPARATION S' TO CLASS OF EXISTING WINDOW OR S. C. 0. 7/8' I x WING NUT 0 EVERY STUD 0 12' 0. C. Cont. 1/4' 0-20 x J /4' S. S. BOLT W/ NUT OR /14 x J /4' S.M.S. 0 12" 0. C. 1.000' Min. . 1.000' M /n. -- I .000' Min. ALTERNATE FOR 40 1/4' I -20 x J /4" S. S. BOLT W/ NUT OR /14 x 3/4 S.M.S. 0 12' 0. C. Cant. BUILD —OUT MOUNTING INSTALLATION — SECTION 5 SCALE 3/8" APPROVED AS COMPLYING MTH THE SOUTH LORIDA BUILDING CODE DAT BY . '''lu��' 19 g PRODUCT CON ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4 7 - / O c n3 Cont. 7/8" x J /J2' W1NC NUT 0 SW 0 t2' 0. C. SECTION 0 STUDS (BOTTOM) - WALL MOUNTING INSTALLATION — SECTION 1 SCALE: J /B" - I' NOTE FOR COMBINATION OF SECTIONS : WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. / IILIEco TILL/T 71571140 t ENGINEERING COMPANY IV. . 1 4 N St. SIL 217, NRCt+U / i Z R 1 1 1 L 8 Ruin. ; ( 105,1d -13J0 . Pa, (.)w 71- Ill WALTER A. 11LLIT Jr.. P. E. FLOR104 Lic. 44 187 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7272 NW 251h. STREET MIAMI, FLORIDA 3J122 in: w orsa•ror an 11/71/14 I. Me .o r.- I» a AS SHOWN SCALE 4/2/59 DATE 99 - 120 DRAWING No SHEET 2 OF 8 MIAMI -DADE COUNTY CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED �---- (SEE SCHEDULE) 1 FOR Min. SEPARATION S TO CLASS OF N WINDOW OR 5. C EXISTI D. G POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED d CONCRETE ANCHORS (SEE SCHEDULE) J 1/4' I -20 x J /4' S S. BOLTS W/ 7/8" x 3/32 WING NUT 0 STUD 0 EVERY OVERLAP AT MIDLENGTH OF PANEL Cont. WALL MOUNTING INSTALLATION Cont. (SEE SCHEDULE) FOR Min. SEPARATION S TO CLASS OF EXISTING WINDOW OR S G D. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED N 7/8' x J /32" d WING NUT 0 STUD 0 12' 0. C. RAWL CALK -!N ANCH RS AT ( � (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED {--- (SEE SCHEDULE) f FDr? Min. SEPARATION S TO CLASS OF EXISTING WINDOW OR S C 0. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED RANI CALK -6Y ANCHQRS AT (SEE SCHEDULE) -SECT7ON 7 1/4" 1 -20 x J /4' S S BOLTS W/ 7/8' x J /J2" WING NUT 0 STUD 0 EVERY OVERLAP AT MIDLENGTH OF PANEL DIRECT WALL MOUNTING INSTALLATION SCALE J /8" 1" E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 6 OF 8) 1 RAWL CALK -IN ANCHORS Al (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED / d W POURED CONCRETE OR CONCRETE BLOCK WAIL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) I--- (szE so-ma) FOR Min. SEPARATION S TO CLASS OF EXISTING 1 WINDOW O/ 5 C. 0 Cont. WALL MOUNTING INSTALLATION - SECTION 8 1/4" 0 -20 x 3/4" S. S. BOLTS W/ 7/8' x J /J2" WING NUT 0 STUD 0 EVERY OVERLAP AT MIDLENGTH OF PANEL I -20 x 3/4 S. S BOLTS . 7/8' x .5/..52 WING NUT 0 STUD 0 12" 0. C. SCALE: J /8' - 1" POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED - SECTION 9 CONCRETE ANCHORS (SEE SCHEDULE) (SEE ScHEDLCE) FOR Min. SEPARATION '5 TO GLASS OF EXISTING WINDOW OR 5. G. D. 0 ALTERNATE FOR n Il 1/4' 1 -20 x J /4 S. S. BOLTS W/ 7/8' x 3/32 WING NUT 0 STUD 0 EVERY OVERLAP AT 4 MIDLENCTH OF PANEL 7 /B" x 3/32" WING NUT 0 EVERY STUD O 12' 0. C. £ O. CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SCALE: J/8 1" 1 APPROVED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE DAT ,• �2'T l BY I �✓ r •4I PRODUCT C0 1 0L DIVIS:ON BUILDING CODE NMPLIANCE OFFICE ACCEPTANCE NO V9- /OL'Xo •O/ Cont. SECTION Q SILOS (DOTTOPA) WALL MOUNTING INSTALLATION - SECTION 6 SCALE J/8 • a ► " NOTE FOR COMBINATION OF SECTIONS • WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. IL�CO� TILJJT TESTING & ENGINEERING COMPANY 6.514 N or ( - - -Iiz . Fo ( w5 >r AL., WALTER A. TILL IT Jr., P. E. R OR10A Lic. 44 187 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7272 NW 25th. STREET 11L4.W. FLOR IDA 33122 ICK asana MO M -Ix/ — COW AWL Anr 1 0[soWna+ NIT a/1/w r 1/1./11 .45 SHOWN SCALE 4/2/99 DATE 99 — 120 DRAWING No SHEET .5 OF 8 MIAMI -DADE COUNTY CONCRETE ANCHORS • (SEE SCHEDULE) / / POURED CONCRETE J OR CONCRETE 9L00( WALL REQUIRED CONCRETE ANCHORS 0 8' O.C. POURED CONCRETE I \ REQUIRED 4i \ \\\ \ \ \. I t_ SEE SCHEDULE FOR Alin. SEPARATION S" TO GLASS OF WINDOW OR S.C.D. L.; ti / / / / / / / 1 tn o H � WALL MOUNTING INSTALLATION - SECTION .10 SCALE: 3/8" = 1' I x 1 I /2' TRUSS x HEAD MACHINE SCREW 0 ®0 12'0. C. 2 (EACH PANEL OVERLAP) 7/8' 0 x 3/32` WING NUT 0 EVERY STUD 0 12' 0. C. (SEE DET. X) Cont. POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) \ \ REQUIRED h-- SEE SCHEDULE --I tFOR Alin. SEPARATION I S` TO CLASS OF WINDOW OR S.C.O. (SEE DET. X) CONCRETE ANCHORS 0 J' 0.C. /////////, V I 1 POURED CONCRETE 1.000" U In 1/4' 0 x 1 /22 ` TRUSS I� HEAD MACHINE SCREW `. 0 ® 0 12" 0. C. (EACH PANEL OVERLAP) 2 . 7/8' I x J /32' WINO NUT 0 EVERY STUD 0 12' 0. C. E. D. Cont. EDGE OF WALL OR SLAB (Alt. CONQIrON) WALL AND FLOOR MOUNTING INSTALLATION - SECTION 11 SCALE: 3/8" = 1" •o °o • oP Ot r G% C• s 4: CStO c.° 1/4jEf61 P 0 0 3 f 5PP SE C lta / IILIECOINC T7LLJT TESTING t ENGINEERING COMPANY 63Dt1 Kw. Jtfttl, St., 217. Mfm Rr TL 13256 fl '. (JW�71 -13-70. !or : (...104}671 -173 WALTER A. TLLLIT Jr., P. E. FIQRiDA LJc. 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7272 NW 25th. STREET M1AAl1, FLORIDA JJ 122 err. A 7G1PnOM OLD !0-171 COCA!. OA II ACV. /Y .1 WIT 12/9. 11 /w.. AS SHOWN SCALE 4/2/99 0A TE 99 — 120 DRAWING No SHEET 4 OF 8 DET. X : ISOMETRIC FO '5'7'5r1/4' ALUM /NUM ANGLE INDICATING ANCHORS L OC.A TION FOR SECTIONS 10 & 11 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT " /y Z9 19. 2 BY M., PRODUCT CO ROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9-/2oG.0/ MIAMI -DARE COUNTY MAXIMUM DESIGN PRESSURE RATING W (p.i.f.) Max. PANEL LENGTH L (h•) (SEE SECTIONS) MINIMUM SEPARATION TO GLASS APPLICABLE TO SECTIONS if & ANY COMBINATION OF THEM PANEL REINFORCEMENT +62.0, -75.0 8' -0" OR LESS 2 J /4" 1 N/A - +62.0, -66.0 8' -0" OR LESS 2 7/8" 2 & J N/A +62.0, -66.0 5' -0" OR LESS 2 1/16" 4 N/A +62.0, -66.0 >5' -O" TO 8' -1 1 1/2" 2 5/8" 4 N/A +62.0, -66.0 7' -11 1/4" OR LESS 2 7/8" 5 N/A +62.0, -66.0 8' -O" TO 11' -0" 2 5/8" 6 * BOLT +62.0, -66.0 )61'- 1 1/2" TO 1 1 ' -0" 3' 7 * BOLT +62.0, -66.0 >8' -0" TO 11' -0" 3" 8 * BOLT +62.0. -66.0 >8 " -0" TO 11' -0" 5 3/8" 9 * BOLT +62.0, -75.0 8' -0" OR LESS 2 3/8" 10 N/A +62.0, -75.0 8' -0" OR LESS 2 7/8" 11 N/A * 1/4" A -20 x 3/4" S. S. BOLTS W/ 7/8" x 3/32" WING ,,. NUT ® STUO . EVERY OVERLAP AT MIDLENGTN OF PANEL MAX /MUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE N/A = NOT APPLICABLE / 2'x 3'x.093' 3103 —H14 OR 606J —T6 ALLOY Cont. Num. A14011 2t/4' GAP -..1 CASE E (Plan) SCALE I /4' - 7' / IILIECO INC: T7LLJT TE511NG * ENGINEERING COI/PANY mw rcr. m 717, HR.1YU PL .LJI4a 3051 7t - 1110 (J0,d7I —Il3I WALTER A. TILLIT Jr., P. E. FLORIDA Lic. 44137 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 12 0. C. • 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7272 NW 25th. STREET WALL , FLORIO.4 33722 ICY. Aft GR YLw RY. n• APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE • DAT BY PRODUCT C ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - OGt'o• O /XD7rrwtt o.R 1 QD M-171 0.q rve.M MIAMI -DADE COUNTY AS SHOWN SCALE 4/2/99 NIT 99 — 120 DRAWING No SHEET 5 OT 6 POCKED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS • 12' a c 2' : VARIES x .015' .3105—H14 OR 6063 —T6 ALLOY Cont. Nuns. ANGLE • CASEA (Plan) SCALE: 1/4' — 1' * ANGLE MAY BE NEGLETED IF MAX /MUM BUILD -OUT IS 2" & PANEL PROJECTION P" (PASSED OPENING) IS 3" 90' < L 4"ij.r POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 4 1/4' 0-20 BOLT 0 12' 0. C W/ .LACIO/LIT CASE B (Plan) SCALE: 1/4' = 1 O '✓ ® @ODR© 4' x 4' x .093' 3105 -154 OR 6083 —T8 ALLOY Cont. Alum. ANGLE OR 18 GAGE GoN. STEEL ANGLE END CLOSURES DETAILS CUT ENO PANEL a 1' 2' x 2' x .093' 3105 —H14 OR 806J —T8 ALLOY Cont. Alum. ANGLE CASE C (P /an) SCALE t /4' — t' POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED CONCRETE ANCHORS 0 12' 0. C. 2' x 2' x J105 —H14 OR 6063 —T6 ALLOY Cont. Alum. ANGLE SCALE 1/4' — 1' >,„.1/4' GIP --1 CASE D (Plan) POURED CONCRETE OR BLOCK WALL REQUIRED CONCRETE ANCHORS 0 12' 0. c MAXIMUM DESIGN LOAD W (P L 0) MAXIMUM ANCHORS SPACING FOR E. D. = J 1/2" •• APPLICABLE TO SECTIONS / & ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH 1" (R.) TAPCONS RAWL CALK —IN TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY +62.0, -66.0 12" N/A 12" N/A 1 (TOP) 6 " -3" OR LESS 12" 12" 12" 12" 1 (BOTTOM) 12" N/A 12" N/A 2 (TOP) 12" 12" 12" 12" 2 (BOTTOM) 12" N/A 12" N/A 3 (TOP) 12" N/A 12" N/A 3 (BOTTOM) N/A N/A 12" 12" 4 (TOP /BOTTOM) 12" N/A 12" N/A 5 (TOP) 12" 12" 12" 12" 5 (BOTTOM) . 8" N/A 8" . N/A . 1 (TOP) +62.0, -66.0 12" N/A 12" N/A 1 (TOP) >6' -3" TO 8 " -0" 12" 9" 12" 12' 1 (BOTTOM) 12" N/A 12" N/A 2 (TOP) 12" 9" 12" 12" 2 (BOTTOM) 12" N/A 12" N/A 3 (TOP) 12" N/A 12" N/A .3 (BOTTOM) N/A N/A 12" 12" 4 (TOP /BOTTOM) 12" N/A 12" N/A 5 (TOP) 12" 9" 12" 12" 5 (BOTTOM) +62.0, -66.0 N/A N/A 12" 6" 4 (TOP /BOTTOM) >8 -0" TO 8 " -11 I /2" MAXIMUM DESIGN LOAD W (P. LOAD MAXIMUM ANCHORS SPACING FOR E. D. = J 1/2" •• APPLICABLE TO T SECTIONS f & COMBINATION OF THEM MAXIMUM PANEL LENGTH "L" (I1.) TAPCONS RAWL CALK -1N TO CONCRETE TO MASONRY TO CONCRETE ;TO MASONRY +62.0, -66.0 12" N/A 12" N/A 6 (TOP) >8' -0" TO 1 1 ' -0" 12" 6 1/2" 12" 9 1/2" 6 (BOTTOM) N/A N/A 12 6" •7 (TOP /BOTTOM) N/A N/A 12" 6" 8 (TOP) 8" 6 1/2" 8" 8" 8 (BOTTOM) 10" N/A 10 N/A 9 (TOP) 9 1/2" N/A 9 1/2" N/A 9 (BOTTOM) . 8" N/A 8" . N/A . 1 (TOP) 8" 8' 8" 8" 1 (BOTTOM) +62.0, -75.0 N/A 8" N/A 10 (TOP) 8' -O" OR LESS 8" 8' 8" 8" 10 (BOTTOM) 8" N/A 8" N/A 11 (TOP) 3" N/A 3" N/A 11 (BOTTOM) ACTUAL E. D. FACTOR TAPCON RAN. CALX -IN .3" .86 . 75 2 1/2" .71 .50 2 " .50 — MAXIMUM DESIGN PRESSURE RATING 'W" (p.s.f.) AND CORRESPONDING MAX /MUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * IL ECO INC: TH.LJT TESTING ! ENGINEERING COMPANY 4797 /w. St Sla 217. 11)1r TL SJ: Rwn1 JW,d71 -7].10 . Fa.: (.J0.7 7I -17JI WALTER A. T7LL1T Jr., P. E. FLORIDA U'c. 44187 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7272 NW 25th. STREET MGL4l, FLORIDA JJ!22 KT. U. xsoin0u CIO Y -111 aq COL be 11111 MY. K 11/7 •/11 OfJaw/1011 an SCALE 4/2/99 DATE 99 - 120 DRAWING No SHEET G OF B ** * SEE SHEETS 7 & 8 OF B FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO W000 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 7/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ; REDUCE ANCHOR SPAC /NC BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. E. 0. = EDGE DISTANCE 1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT Zit, 1997 BY ✓ i PRODUCT CO BUILDING CODE CAIAIANCE OFFICE ACCEPTANCE -NO / '- A of OL DIVISION MIAMI -DADE COUNTY ALTERNATIVE 1 (Max. design load= +67. -75 p.s.f.) WOOD HEADER REQUIRED 1-{SEE SCHEDULE II FOR Min. I PENETRATION "5' TO CLASS OF WINDOW OR 5. C. D. 1/4" 0 x J" LONG LAC SCREWS 0 6" 0. C. W/ 1 27/3.2* Min. PENE7R4T?ON TO DaST1NG W000 HEADER 7/8' x 3/32" WING NUT 0 EVERY STUD 0 12' o. c. 1/4' 0 x J' LAG SCREWS 0 6' 0. C. W/ 1 27/32" Min. PENETRATION 0 MIOWIOTH OF PLATE. ALTERNATIVE 2 (Max. design Todd= +62. —75 p.s,f.) Cont. v f. NOTES: 1. INSTALLARONS ARE ONLY VAUD FOR BUILDINGS WITH OESICN LOADS AND PANEL'S LENGTH AS INDICATED FOR EACH ALTERN.A RVE. 2. NEW 2 x 6" P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 X Al. M. C. W/ SPECIFIC DENSITY OF 0.55. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL_ SCALE: 1/4' - 1' EXISTING / GLASS OF WINDOW OR x 3/4' S. S. S.C.D. ' S. 14 .S.06'O.C. NOTF FOR COMRINATTON OF SECRONS • WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ALTERNATIVE 3 (Max. design load= +62, -75 p.s.(.) 1 --(SEE SCHEDULE) FOR Min. PENETRATON '5' TO GLASS OF 1 WINDOW OR 5. C. D. WALL MOUNTING INSTALLATION — SECTIONS A ALTERNATIVE 4 (Max. design load= +62, —66 p.s.f.) 0 7/8' x 3/32 W/NC NUT 0 EVERY STUD 0 12" 0. C Cont. 1* x 4' x .125' (Min.) 6053 -T5 Alum. TUBE (Cont.) (2) 1/4" 0 x 4' LAC SCREWS 0 EACH LA STUD (M/DWIDTH OF STUD, 2' Min. NOMINAL) AND W/ 2' Min. PENETR4170N INTO EXISTING STUD. 1/4" 0 x J LONG LAG SCREWS O 6' 0. C. W/ 1 27/12' Min. PENETRATION TO EXIST:NO WOOD HEADER. Conl. 1/4' 0 -20 S. S. BOLT W/ NUT OR /14 x J /4' S M. S. O 12' O. C. 1.000' c Min. N ..:.1:1::71= OLD 1111-ill 11/24/Y AS SHOWN SCALE 4/2/99 99 - 120 DRAWING No Cont. (Max. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS r 5TUD 0 12" 0. C. ALTERNATE 0 8 /14 x'. £ M. S. 3/4 0 65' ,.:5)*. . C. -I ALTERNATIVE 6 design load= +62. -66 o.s.f.) / [MLIEC o INC. 1 11LJT TESTING & ENGINEERING COMPANY moo tt 17. J6 SI Su. 217, I4 RCxll• Gtl7pC14. n. 1J 16d Phan• :(JR77071 -1717 . !or : (2Ol0 71 -1731 WAL TER A. 17WT Jr., P. E. FLORID4 tjc. 44 167 f --(SEE SCHEDULE) I FOR Min. SEPARATION 1 s TO CLAS OF WINDOW OR 5. C. 0. ,us IMO I: 2o••• C i t R£0 RE• u ! ALTERNATIVE 5 (Max, design load= +62. -66 p.s.f.) ti Cont. © Cont. og Cont. ci 21 A N 1-- 1.000" Max. 1/4' 0 -20 x J /4' S. S. BOLT W/ NUT OR /14 3/4" S. M. S. 0 12" 0. C. 1 ' x 4' x .125' (Min.) 606.3-T5 Alum. TUBE (Cont.) (2) 1/4' 0 x 4' LAC SCREWS 0 EACH STUD (MIDWIDTH OF STUD, 2" Min. NOMINAL) AND W/ 2" Min. PENETRATION INTO EXISTING STUD. (2) 1/4' 0 x 4' LAG SCREWS 0 EACH STUD (MIOWIDTH OF STUD, 2" Min. NOMINAL) AND W/ 1' Min. PENETRATION INTO EXISRNC STUD. 1 " x 4" x 125' Alum. TUBE Cont. (6063 -T5 ALLOY) 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, Inc. 7172 NW 15th. STREET MAW, FLORIDA 33/22 / 14 x 3/4' S. S. S. M.S. 0 6" 0. C. 1/4' 0 -20 x 3/4' S S. BOLT W 7/6' 0 x 3/32' WING NUT 0 EVERY STUD 0 /2' 0. C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 4Q-4A/ 24 19 BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 99 - /°X- 0 / MAW-DADE COUNTY SHEET 7 OF 6 W000 HEADER REQUIRED (SEE SCHEDULE) FOR Min. SEPARATION S" TO GLASS OF WINDOW OR S. C. D. ut • lnudil: 1 :: == e: / I/4" 0-20 E PA) mole/Tomato PANELMATE 0 12" 0. C. W/ / 1 7 /E' Min. PENETRATION I / M 4 u leanaua o VIII' ,row ALTERNATIVE 7 1/4' 0 -20 ELCO mob /Iemab PANELVATE 0 12' 0. C. w/ 1 7/11' Min. PENETRATION (Max. design load= 4-62. -65 p.s.f.) NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR /CEILING MOUNTING SECTIONS CNN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE SCHEDULE) FOR Mtn. SEPARATION S TV CLASS OF WINDOW OR S. C. D. 2' . 4' PLATT Rrouam ALTERNATIVE 8 (Max. design load= +62. -75 p.s.f.) SCALE: 1/4' = 1 • 1 /410 x J' LONG LAG SCREWS 0 6' 0. C. W/ 1 27/J2 Min. PENETRATION 7/6' 1 x J/32' WING NUT d E!tNY STUD 12'0. 1/4" r x 1 1/2' TRUSS HEAD MACHINE SCREW 0 12'0. C Cont. SEE OET x/4 1/4' 1 x J LONG LAC sCREl?s O 6' 0. C. W/ 1 27/J2 Min. PENETRATION OR 1/4 0 -20 ELCO mole/ emu's PANELMATE 0 9 O.C. W/ 1 7/6' Mln.. PENETRATION TO EXISTING W000 PLATE WALL MOUNTING INSTALLATIONS - SECTIONSA WOOD TRUSSES OR RAFTER 0 24" 0. C. REOUIRED / % /l % % /ossm / 14x3/4'S. S S. M. S. 0 5' 0. C. (SEE SCHEDULE) FOR Min. SEPARATION "S' TO CLASS OF WINDOW OR S. C. D. NOTES: 7. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOADS AND PANEL'S LENGTH AS INDICATED FOR EACH ALTERNATIVE. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, _SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ALTERNATIVE 2 (Max, design load= +62. -66 p.s.f.) (SEE SCHEDULE FOR Min. SEPARATI0 -• TO CLASS OF WINDOW OR S. C. D ALTERNATIVE 9 ° n (Max. design load= +62 -66 p.s.f.) 1'x 4'x 1 /6 " (Mn.) 606J -73 Alum. TUBE W/ (2) 5/16'0x 4 LAC SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIOWIDTH OF EX /STING W000 MEMBER, (2' Min. NOMINAL WIDTH) W/ 2' Min. PENETRATION. • 1/4' 0 -20 x 3/4 5 S. BOLT W/ 7 /8' 0 x J /32 14WG NUT 0 EVERY STUD n 12' O. C. Cont. 1/4' 1 x 3" LAC SCREWS 0 6' 0. C. W/ 1 27/J2" Min. PENETRATION 0 MIDWIDTH OF PLATE. 5 /e' Min. /14 x 7/2' SUS O 6' 0. C. ...-(SEE SCHEDULE) --.A FOR Min. SEPARATION 5 TO CLASS OF WINDOW OR S. C. 0. W000 TRUSSES OR RAFTER 0 24' 0. C. REQUIRED Ea -- - 5 /6' Cont. ALTERNATIVE 3 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS (Max. design load= +62, -66 p.s.f.) I/4' 0 0 .1' LOOC LAC SCREWS • 4' 0. C.. V' I I/2 Ann. PENETRATION EX6V1C 1000 BEAU 4' x 3/16' 6063 -T5 Alum. PLATE W/ 2- 5/16 x J' 1.46 SCREWS TO EACH RAFTER OR TRUSS ;LOCATE SCREWS AT MOW/0TH • OF EXISTING WOOD MEMBER (2' Min. NOMINAL W10TH) W /2' Min. PENETRATION. (SEE SCHEDULE) FOR Min. SEPARATION 5" TV GLASS OF WINDOW OR 5. C. D. (SUE SCHEDULE) FOR Min. SEPARATION S" TO CLASS OF WINDOW DR S. C. D. (Max. design / IL ECO I N C TLLIT TESI1NO & £NGINEERINO COMPANY 67P3 K W. S7., Sta 217, I4RCt 4 GAR R JS I61 PP . .127,767/ -11.10 . rd : (JOJ 71 - I S..II WALTER A. TILLIT Jr., P. E. FLORIDA Lie. 44 167 7/6 ' .x 3/32' WING NUT 0 EVERY X STUD 0 12" 0. C. 1/4' 1 x 2 1/2' LAG SCREWS 0 6 0. C 2.000' -� ALTERNATIVE 1 load= +62. -66 p.s.fJ xsxrnou 044 M -IN - GOx 4' x 8' (Min.) EXISTING W000 BEAM REQUIRED STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. Cont. ALTERNATIVE 4 (Max. desian load= +62. -66 0,s.f.) SCALE: 1/4' - 1' 7272 NW 25th. STREET MIAMI, FLORIDA 33122 Ill ./1/M 11/14/1 ACV. w 2'x 6' WOOD DECK REQUIRED SHIELD SHUTTERS, Inc. (APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT " �� ei4 19 PRODUCT CO'''OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 ' /O0%• 0 / CEILING & FLOOR MOUNTING INSTALLATIONS - SECTIONS B 20 GAGE GALVANIZED STEEL STORM PANEL MIAMI -DADE COUNTY 0411 AS SHOWN SCALE 4/2/99 DATE 99 - 120 DRAWING No SHEET 6 OF 6