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553 NE 101 St (10)1iami Jhores F . L.0 R 1 D A PLANNING BOARD AGENDA OF kco 3 , Z'1 11114PITEm NO. Name of Owner /Applicant 4Pd't 1. TAV1 Phone No. 154 VICO Address of Property, and /or Legal Description 1 l4lG 14)1 51' Nature of Request NV I PRO • ? . N5 vitm, ptta)11004 Present Zoning ?# Area of Present Building 1;S'S Area with Proposed Addition IZ,a )O t Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided tee g1Ds 1 a Variances/ ∎lea∎ Podt'_ ce J\RXi) 404■41 Council Action Required Date of Applicant Notification Planning Board Action Rfa.00 1kOnitD 'OCZ- fi?PRANAL 9j144y- Council Action MPRi. ' l '"i' 51 A*. ,5t-' Cg, %Akam, Director of Building and Zoning PETITION TO MIAMI SHORES VILLAGE FOR HARDSHIP VARIANCE We, James M. Yates and Beryl S. Yates, owners of the residence at 553 N.E. 101 Street, Miami Shores, Florida, hereby respectfully petition the Village of Miami Shores for the following hardship variance under Section VII of the Zoning Ordinance No. 27 adopted May 17, 1956: Bedroom side - setback of 7' from east property line instead of 10' setback provided in Village Ordinance No. 399-77. The disia11owance_df:this variance .. by the Vi11age.wou1d. hardship on our family, which can be readily determined by considering the following: 1. The single family residence built on the lot (/ sxf Lot 18 and all of Lot 19, Block 94, Amended Miami Shores Section No. 4) in 1925, which we purchased in 1980, has an east side - setback of 7' (See page A -4 of the Appendix :to this Petition). 2. The Schedule of Regulations being a part of Article IV. of the Miami Shores Village Zoning Ordinance No. 270 states that the side set -back should be a minimum of 10' for a non - corner lot. We would direct your attention to Page A -1 of,the Appendix to.this petition depicting the location of existing single -story CBS residence together with . proposed bedroom and family room. The following must be taken into account when considering this Petition (Please refer to Article VII, Section 702, (a) through (d) of Zoning Ordinance No. 27, page 928): (a) The alleged peculiar and unusual conditions affecting the property. Our house is situated on said lot in such a way so as to make it a nonconforming structure, because its side - setback on the east is 7'. (b) The alleged reasons why such conditions make it impossible strictly to apply specified provisions of this ordinance to the property. 1. Our house was built to conform to the zoning code of its time but is now nonconforming as to the current side - setback requirements of the Village. 2. Strict application of the current side - setback requirements would constrict the reasonable function and use of the bedroom with normal furniture. PETITION (continued), p.2 3. There is no practical alternative to construct a bedroom on any other side of the house. (c) The variance in such strict application that the applicant believes to be necessary in order to enable him to make a reasonable use of the property. Strict application of the current side - setback requirements would deny us the practical use of the rear portion of our property for a needed bedroom for our expanding family. It would be impractical and contrary to our needs to break up the sleeping function of the house and put the bedroom on the living (west) side of the house. (d) The reasons why applicant is of the opinion that such variance would be in harmony with the intent and purpose of this ordinance, would not be detrimental to the existing use or prospective development of property in the vicinity, and would not give to the applicant an advantage not enjoyed by the owners of similarly situated property. 1. We are requesting this variance so that the bedroom in question, will merely extend from the east wall of the existing residence into the backyard consistent with the existing 7' side - setback (see page A -1 of the Appendix to this Petition). As existing side - setback of 7' has not posed a problem to neighboring property for the past 59 years, there is no reason to assume that there will be problems in the future. 2. In regard to the aesthetics of the proposed addition, the addition will be built in order to be consistent with the existing structure, e.g., relocation of existing windows, stucco to match, parapet lined with tile, leaded glass, french doors, etc. (see elevation drawings, page A -6 of the Appendix to this Petition,and photos of the existing structure to be presented at hearing). A final consideration regarding the aesthetics of the proposed addition, is the fact that our house has been nominated for consideration as a historic landmark. This fact notwithstanding, it is and has been our intention; to restore and make any changes to our house only in ways that are consistent with the architectural integrity of the house. An alternate plan to the proposed addition would place the addition in view from the front elevation, thereby significantly altering the original profile of the house. In order to remain consistent with the intent and purpose of the Miami Shores PETITION (continued), p. 3 Historic Preservation Board, we sought the opinion of Chairperson Marty Stofik. (see Page A -2 of the Appendix to this Petition). We have discussed our addition plans in detail with Ms. Stofik and have explained the variance we are requesting. We quote the following key passage from Ms. Stofik's letter: Mr. Yates has exhibited extaordinary care in restoring this home. 1 have reviewed the plans and inspected the property and agree with the applicant that the proposed addition is designed the only way possible to maintain the integrity of the structure. To place the addition in any other area would seriously damage significant landscaping, alter the profile of the house, and destroy the natural ventilation that was a vital design element in homes of that .period. Having been residents of Miami Shores for six years (Jim is a lifelong resident), we are committed to and appreciate the need to uphold and enhance our property value, our neighborhood and the aesthetics of our home. In conclusion, we are seeking merely to extend the existing east wall of our residence in order that we may have reasonable use of our property as well as an aesthetically pleasing addition. The disallowance of this variance by the Village would cause an undue hardship on our family as detailed above, whereas, the granting of this variance would enhance the property values of the adjoining property in Miami Shores and would be aesthetically pleasing to all concerned. Thank you for your consideration of this Petition. Respectfully submitted by 553 N.E. 101 Street Miami Shores, Florida 18 X 24 PRINTED ON NO 1000N CLEARPRINT • RELOCAr oN O.? E X is rItJr> WrriGo45 EAST ELEVATION • auST�r��� PA ME. r iq/ - rILE EXISTING S1RUCtL. RE. • _ �../��_11.�n .J- ti✓- .�- ✓.— .- rL��1�w.�J.�. n_ _A .e 1y.1-�.t� �✓�vLJ f.� a�r�.� NORTH ELE_VA OV PARAPET TO MATGN ExnTING ± sTVG<O - ro MATCH EXISTING RELOCATION OF E XK1tr1G Wtru. oWS 1 ■4-_..A_w(._.r...,.._.. —._-__ .- _'_.....R...—...1. ._A..._.d.-.i..1. LEADED GLAMs "lb -MATCH rota PoRc!{ WEST ELEVATION WooDWN CAsEMEN T WIND0W5 SCALE: OATS: i f L APPROVED ©Y: ST9,+UG,T +.1q,E DRAWN BY REVISED CRAWING NUML3ER 'ATE.5 ADNTION - 553 AL . poi STREET 1 ROotA E 151 KI:T I 1/ 3 _- . _ -w ao t� x'�7ThJC V!'/fD {a41 - -- >cxr417'1S W 1(7 ROOM 1, 31'j - - EX \5 lM( 1.1�LL. / n • Eq3Tht6 EL MOOt'\ — .WALL ti t41 ( N b YA REF F 800K C,y 3o7.. 68 15' ALLEY 3/4' PIPE 1 75.00' "Z)1 .4-2741' 27. // 32 20 CONC.. EP— 41 to 31 &5' 33. 8.5 _ 20 30" srr. c.as. • 8L0'3. ' 20. 05 ti i • CONC. :' • • .14 • a ' ° p u 0 U 1' /125' 2 /9 N -.. < < 14.77'- i, • • a. 5• j s ,, 70 r. f ___ i9 to 23.5' PKY. / STY C•B.s. RE5. 0 V ` : - 75.00' L K HOL �v 1 a _�( N (1) /01 5T /9.0" PAV' ■ , . 3/4 - PIPE O N , REVISED r� DET 4 / L SCALE. ON O N 3,3695 , SURVEYED 3_ /7 -8/ ON , UPDATED. , FINAL _93 -- N E' J NE /0 2''/ 0 /0 / sr. S7: ) r LOCATION SKETCH A PORTION OF SEC. G TWP 53 RGE 42 SCALE: /": 200' SKETCH OF SURVEY EA5T I/2 OF LOT /8 AA/0 ALL OF LO J' /9 BLOCK 94 --- AMENDED PLAT OF MIA M / 5H OR E5 - 5EC 77 ON No. 4 V/LCAGC' OF NI/AM/ 5NOKES DADS COUN%Y, FZA. ACCORDING ro T 8001< /5, PAGE /4 OFT//' PURL /C RECORDS OF 0.11) f coUly ry, FGOR /OA. NOTE ALL RIGHTS OF WAY, EASEMENTS, SET BACK AND ZONING :NFORMATION MUST OE CONFIRMED BY ARCHITECT AND /OR OWNER BASED UPON DESIGN USAGE CERTIFICATION WE HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BEJ.AEf AS RECENTLY SURVEYED UNDER OUR DIRECTION OONA D ,W. MC. INTOS A5SUC., INC. � � ,s °• -.._ _._.. DAN,EL C FORTIN , :ICE PRESIDENT PROF LANO SURVEYOR No. 2853 STATE OF FLORIOA "NOT VALID UNLESS SEALED" Prepared by DONALD W. MCINTOSH ASSOCIATES, INC. 581 NE 91etSTREET MIAMI SHORES, FLORIDA. 33138 SK. No.: CS 81 -060 A-1 CD sh4-24i/f9 9s / Zx6ja ic' /6' ca drs Iwis/ sems - ' bt "7. Piz 1L/4 -W 5 rock v■igs E LEv.4 1 S' w " overha,Ini door 8" 12" 9 =2 y"s/ab 4 •rash 4,, 12 • L • 3 11 1 1 1 1 1 1 I . J•.t:•.f•.i. ,.• ✓•• • • J. 16" $' -o" •^ 14 • � •• J • 4 ♦ .1 . A. 7 O� L • •� 1 • f ' • '( 'e '4 • a • J 'A ✓ •-1 • A.• A J n 001 1 1 0 0 1 0 0 8d -Lld bQam w7 dads iniz_A 0(15 b/77 S I ae:::7 ( 3/4" P/PE 1 REF F. BOOK : CA/ 307" 68 dour 27.1/' 32.20 CONC. 5TEP 31.85' _ 33.85' f /5' ALLEY of 4 75.00' 4 1 srxc.e.s.' • ,8[ OG. , • 20.35' M � M N .. 10 25' (11. e 47 ' Qj • ° 'o 11.25' N / STY c.e.s. RE - °0 /9.45' " 4.7' 4 70r °s s • a- •• -. ) t. i . Nil/ 0 V "�' N 9 , U o 0. HOLE - v 5 . .. •l5'caNc. ,.....7- 75.00 • 23.5' ,c Y. .1 • 25.8' CONC. • • Qo - 14.55' `6 sk9 N /9.0' PAV' 01 l 10- ,:. 5 T' 1 0 O N , REVISED 3 /4 "P /PE � V. HOLE , LK- t "P kj l l O N .3.36 95 , SURVEYED 3-17-81 OETA /L SCALE•. r=20' O N O N , UPDATED. , FINAL: a -93 NE' /02w ST. 4.13 2/ 1 22 2 / 23 2¢ J el k3 1 1 LOCATION SKETCH A PORTION OF SEC. G TWP. 53 RGE. 42 SCALE: / ": 200' SKETCH OF SURVEY EA5T 1 /2 Of LOT /8 AA/0 ALL OF LO r /9 BLOCK 94 -- 4 MEW L76 PLAT OF MIAMI 5f 5 - 5ECT70,/ No. 4 V/LLAGC' OF MIA /1.41 51/ORES, OAOE COUNTY, FLA. ACCORD /A/G ro PLAT 8001< /5, PAGE /4 OF THE PUl3L /C RECORDS OF UAOE coO/v ry FLORIDA. NOTE ALL RIGHTS OF WAY, EASEMENTS. SET BACK AND ZONING INFORMATION MUST BE CONFIRMED BY ARCHITECT AND /OR OWNER BASED UPON DESIGN USAGE CERTIFICATION WE HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND B AS RECENTLY SURVEYED UNDER OUR DIRECTION. ,�' ■ DO VG. Mc. INTOSF A OC., INC DANIEL C FORTIN , VICE PRESIDENT PROF LANO SURVEYOR N,. 2833 STATE OF FLORIDA NOT VALID UNLESS SEALED" Prepared by DONALD W. McINTOSH ASSOCIATES, INC. 581 NE 91atSTREET MIAMI SHORES, FLORIDA. 33138 SK. No.: CS 81--030 `. J. • • a• ; , /./ /1 . , F_ ( ` ..r .pl .. - ^ JV. ` .�::' _ ay p ./" ` ; . s _ ! tl' 1v _ T. . ./;,.. G. w tiA 4...4.. j sue ----1 `t- 111 ,,yt /.. -• t •4 - tt i «.... ; ' It it- • G ,% .... ,r.: = lr'_ te t!I .. l wrJ — — - ...w tij A :S7 , 0 1 1 ,.. 47 ,1 /17/4:/; 7 ; ,4 0 7 ; : " .7 " ..' • 1 v •,r r^ 4 fr NEW CONSTRUCTION — MULTIFAMILY ATTACHED (THREE STORIES OR LESS ONLY): PACKAGE A ❑ B ❑ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 10— RESIDENTIAL PRESCRIPTIVE COMPLIANCE METHOD 1000 -84 DEPARTMENT OF COMMUNITY AFFAIRS ALL CLIMATE ZONES ,. ,,, qF '"" FORM TINT, FILM, SOLAR SCREEN The Section 10 Residential Prescriptive Compliance Method May be used to demonstrate compliance with the Florida Energy Code for new single - family detached residential buildings, new multifamily attached residential buildings of three stories or less, and additions to single - family and multifamily residential buildings. Compliance by this method is achieved by meeting or exceeding each of the efficiency levels and standards contained in Section 10. No substitutions or variations less than the established efficiency levels and standards are permitted. All residential buildings also must comply with the prescriptive measures described in Section 9, 903.1 through 903.10 and listed below. PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences ) PROJECT NAME AND ADDRESS: VATS — 6 of_ t_A A o,o, rrI oN PERMITTING OFFICE: REQUIREMENTS CIRCLE CLIMATE ZONE: 1 2 3 4 5 6 7 8 9 BUILDER: PERMIT NO.: OWNER: JURISDICTION NO.: ADDITION TO MULTIFAMILY ATTACHED BUILDING: PACKAGE C ❑ EXT. JOINTS & CRACKS (9031 TO BE CAULKED, GASKETED, WEATHER- STRIPPED OR OTHERWISE SEALED. CEILING INSULATION (903.9) MINIMUM OF R•19. t/ DBL, NEW CONSTRUCTION — MULTIFAMILY ATTACHED (THREE STORIES OR LESS ONLY): PACKAGE A ❑ B ❑ GLASS AREA AND TYPE CLEAR TINT, FILM, SOLAR SCREEN PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences ) MINIMUM REQUIREMENTS CHECK TO INDICATE COMPLIANCE SGL REQUIREMENTS ?J Z ". SGL NEW CONSTRUCTION — SINGLE - FAMILY DETACHED: PACKAGE A ❑ B ❑ ADDITION TO MULTIFAMILY ATTACHED BUILDING: PACKAGE C ❑ EXT. JOINTS & CRACKS (9031 TO BE CAULKED, GASKETED, WEATHER- STRIPPED OR OTHERWISE SEALED. CEILING INSULATION (903.9) MINIMUM OF R•19. t/ DBL, MUST BEAR ASHRAE STANDARD 90 -80 LABEL OR A MAX. 4 WATT!SQ. FT. STAND -BY LOSS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC) OR CUT -OFF VALVE (GAS) MUST BE PROVIDED. ✓ SWIMMING POOLS (903.3) IF HEATED BY OTHER THAN SOLAR, MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. ALL NON - COMMERCIAL POOLS MUST BE EQUIPPED WITH A FOOL PUMP TIMER. DBL ADDITION TO SINGLE - FAMILY DETACHED BUILDING: PACKAGE C.X. INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES, PIPING HEAT LOSS SHALL BE LIMITED TO A MAX. OF 17.5 BTUs;'H PER LINEAR FOOT OF PIPE (SEE 504.4). ✓ WALL TYPE AND INSULATION CEILING INSULATION IF MULTIFAMILY, NO. OF UNITS COVERED BY THIS SUBMITTAL. HVAC DUCT CONSTRUCTION (903.6) CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R -4 2. I./ HVAC CONTROLS 903.7 UNDER ATTIC SGL. ASSEMBLY R / C7 O R SEPARATE SUBMITTALS ARE REQUIRED FOR EACH WORST CASE UNIT TYPE. CHECK IF THIS SUBMITTAL REPRESENTS A WORST CASE CONDITION. CONCRETE: R= ICI CONDITIONED FLOOR AREA FRAME: R= COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM ELECTRIC RESISTANCE SOLAR X ELECTRIC STRIP GAS NONE CENTRAL NONE GAS HEAT RECOVERY [1 OIL SOLAR X !!�� ROOM DED. HEAT PUMP: COP = HEAT PUMP: COP = PACKAGE TERMINAL AC ><I OTHER• N. A• OTHER• EER — SEER = 6 0 In accordance with Section 553.907 FS., I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. • �► OWNER/AGENT: / A � Review of the plans and specifications covered by this calculation indi- cates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL _ • DATE: 5 — DATE• PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences ) MINIMUM REQUIREMENTS CHECK TO INDICATE COMPLIANCE COMPONENTS REQUIREMENTS WINDOWS (903.1) MAXIMUM OF 0.5 CFM per LINEAR FOOT OF OPERABLE SASH CRACK. DOORS (903.1) MAXIMUM OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. ✓ EXT. JOINTS & CRACKS (9031 TO BE CAULKED, GASKETED, WEATHER- STRIPPED OR OTHERWISE SEALED. CEILING INSULATION (903.9) MINIMUM OF R•19. t/ WATER HEATERS (903.2) MUST BEAR ASHRAE STANDARD 90 -80 LABEL OR A MAX. 4 WATT!SQ. FT. STAND -BY LOSS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC) OR CUT -OFF VALVE (GAS) MUST BE PROVIDED. ✓ SWIMMING POOLS (903.3) IF HEATED BY OTHER THAN SOLAR, MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. ALL NON - COMMERCIAL POOLS MUST BE EQUIPPED WITH A FOOL PUMP TIMER. HOT WATER PIPES (903,4) INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES, PIPING HEAT LOSS SHALL BE LIMITED TO A MAX. OF 17.5 BTUs;'H PER LINEAR FOOT OF PIPE (SEE 504.4). ✓ SHOWER HEADS (903.5) WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE. `. HVAC DUCT CONSTRUCTION (903.6) CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R -4 2. I./ HVAC CONTROLS 903.7 A SEPARATE, READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. CV COMPONENT MINIMUM REQUIREMENTS FOR NEW CONSTRUCTION:COMPLIANCE PACKAGE A MINIMUM REQUIREMENTS FOR NEW CONSTRUCTION: COMPLI ANC E PACKAGE B MINIMUM REQUIREMENTS FOR ADOITIONS COMPLIANCE PACKAGE C REQUIRED LEVEL INSTALLED LEVEL REQUIRED LEVEL INSTALLED LEVEL REQUIRED LEVEL INSTALLED LEVEL I s11YM CONCRETE R -2.7 R- R -2.7 R- R -2.7 R- 7 j . O R- FRAME OR BRICK VENEER R -11 R- R -11 R- R -11 INTERIOR ATTIC PARTITION WALLS R -19 R- R -19 R- R -19 R- 7.8 SEER: 8.0 EXTERIOR DOORS SOLID WOOD. METAL, OR GLASS TYPE: SOLID WOOD, METAL, OR GLASS TYPE: SOLID WOOD, METAL, OR GLASS TYPE: , ,tLj� �VBOD /G. A,S 7.8' 7.8' SEER: CEILINGS R -19 I R- R -19 1 R- 1 R -19 1 R- /? 7.5 EER: OVER UNCONDITIONED d SPACE R -11 R- R -11 R- R -11 R- A 7.5• 7.5' 1 6Sr10 GLASS AREA MUST NOT EXCEED: SINGLE PANE CLEAR GLASS 15% OF CONDITIONED FLOOR AREA % NOT ALLOWED 15% OF CONDITIONED FLOOR AREA - Y° SINGLE PANE: TINTED, REFLECTIVE F1LM OR SOLAR SCREEN. 17% OF CONDITIONED FLOOR AREA % 17% OF CONDITIONED FLOOR AREA % UNLIMITED 9'° , Z' DOUBLE PANE CLEAR GLASS 18% OF CONDITIONED FLOOR AREA % 18% OF CONDITIONED FLOOR AREA % UNLIMITED •b DOUBLE PANE: TINTED, REFLECTIVE F1LM OR SOLAR SCREEN. 20% OF CONDITIONED FLOOR AREA % 20% OF CONDITIONED FLOOR AREA % UNLIMITED % 1, 2, 3 4, 5, 6 7, 8„9 Gue s ALL NEW DUCTS MUST BE INSTALLED IN CONDIT IONED SPACE. INSULATED WITH R-4.2. OR GREATER R- ALL NEW DUCTS MUST EITHER BE INSTALLED IN COND. SPACE, OR INSULATED WITH R-4.2. R- S • L 1 COOLING SYSTEM 1 CLIMATE ZONES: 1 2 7.8 45,6 7.8 78_9 7.8 1, 2 8.0 4 6 8.0 7, 89 1, 2, 3 4, 5,6 7.8' 7, 8 7.8' CENTRAL SYSTEM STRAIGHT' COOL (SEER) SEER: 8.5 SEER: 7.8' SEER: • d CENTRAL SYSTEM HEAT PUMP (SEER) 7.8 7.8 7.8 SEER: 8.0 8.0 7.8 SEER: 7.8' 7.8' 7.8' SEER: ROOM UNIT OR PTAC (EER) 7.5 7.5 7.5 EER: 7.5 7.5 7.5 EER: 7.5• 7.5' 7.5' EER: HEATING SYSTEM CLIMATE ZONES: 1, 2, 3 4, 5, 6 7, 8, 9 1, 2, 3 4, 5, 6 7, 8„9 1, 2, 3 4, 5, 6 OK 2.2' 7,8, 9 ELECTRIC (STRIP) RESISTANCE OK OK OK N T ALL 2.2 OWED / 2.2 OK 2.2 ZONES 7 8 COP: 9: C OK 2.2' OK 2.2' COP: ROOM UNITOR PTAC(COP) 2.2 2.2 2.2 COP: GAS OR OIL FURNACES: FORCED AIR OR LOW PRESSURE STEAM OR HMI WATER BOILER 74% MIN. STEADY- STATE EFFICIENCY (NOT AFUE) - 74% MIN. STEADY - STATE EFFICIENCY (NOT AF(1E) % '74 /° MIN. STATE (NOT AFUE) 2.5' STEADY- EFFICIENCY % CENTRAL SYSTEM HEAT PUMP (COP) 2.5 2.5 2.5 COP: ' 2.7 2.7 2.5 _COP: 1 2.5' 2.5' COP: , FORM 1000 -84 RESIDENTIAL PRESCRIPTIVE COMPLIANCE METHOD 'APPLIES TO NEW EQUIPMENT BEING INSTALLED AS PART OF THE ADDITION NOT TO ANY EXISTING SYSTEM. ALL CLIMATE ZONES REF D.HOCC 3/4 " PIPE I 1 -4 tfj v '4 • 'V) 27.42' 27.1/' CONC. STEP 31.85' 33.85' / 32.20 /5' ALLEY 75.00 c\; 1 BL OC. , ' 20.35' • 25.8' ; • CONC. •: ° o b ' , N 14.55' vy. 1025 4.7' 0 Z .0 °0 /9.45' • 8. 11.25' 23. 5 5 5rY jas RES. t: 0 14.77•= 70' A/E I 015 57 I. PAV'T• f� . M 3/4 " rTh 0 N , REVISED F BOOK Ch/ 307- 68 ON. 13695 , SURVEYED ;3- /7- 8/ DETAIL SCALE . P=20' ON ON , UPDATED FINAL: N /s --93 J Prepired by DONALD W McINTOSH ASSOCIATES, INC. 581 NE 9IstSTREET MIAMI SHORES, FLORIDA. 35138 C 1 I LOCATION SKETCH A PORTION OF SEC. C. TWP 53 RGE 42 SCALE: / ": 200" SKETCH OF SURVEY EA5T /2 Of LOT /8 AA/0 ALL OF L O r /9 BC OcK 9¢ -- A MCl/ PLAT OF: MIAMI 5HORL:5- 5ECT /(7N NO. VA LA G c. OF M/A M / SHORES OAOC COUNTY, / A . A ccogo /NG TO PLAT 8001< /5, PAGE /4 OP THE PUL3L /C RECORL7S OF DADS couNT'( FGOR /OA. E ALL RIGHTS OF WAY, EASEMENTS, SET E3ACK AND ZONING INFORMATION MUST BE CONFIRMED BY ARCHITECT AND /OR OWNER BASED UPON DESIGN USAGE. CERTIFICATION WE HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BEJ AS R SURVE'IED UNDER OUR DIRECTION. 00 9 ( .1 - 00, Mc I A INC DAN;EL C FORTIN , VICE PRESIDENT PROF LAND SURVEYOR No 2853 STATE OF FLORIDA "NOT VALID UNLESS SEALED" fro* o ' 1.741' 4 'r'nat Ye4F at± ra.frh% C r W\XN„,r (, (It ati tI/Iteit ex e7 ve fil/Py3 7449 e4:4 WkJC8. vF c3.C. 1 /0 4 i 11l, ce'er) :wr1,, e47 /O'5 TV// 4``! 40 :i',1c !,lr; rl flG rfQWU kr+ tied iewvi 4: VON 4 -A. exit, w« 46b.kt A'e-YAW Wafts., ep art_ `°,'SWIG: r!11 /1 /i' ei/drl5=li;ll owei Eastern Metal Supply, Inc. *utility Shapes In Aluminum SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Building Official: We are the Dade County Notice of Acceptance holder for: • 0.050" Perforated Bertha Aluminum Storm Panels Shutter (NOA # 01- 1107.01) • 0.050" Solid Bertha • um S Panels Shutter (NOA # 01- 0516.06) / (frt This letter authorizes Bertha Aluminum Storm Storm Panel approved under nuunbtr 01. 0516.06 at the following job: Sincerely, Gene Busch. WI Secsretary/Trcoure Eastern Metal Supply, Inc. Florida Nortb Caroline 3600 23' Avo South 2925 Stewart Creek Blvd Lake Worth, FL 33461 Chsrloho, NC 28216 1,t,00 432 2204 Fax 561 588 4780 800 343 8154 Fax 704 3912267 WWW.CRStI'tY! i Ct is for use of our .050" Perforated anel approved under number 01 -1 107.01 and .050" Solid Bertha Aluminum 5 / , E" /d/ or 'ream 9400 Telga Road Houston, TX 77095 800 996 6061 Fax 281 656 2297 e msil�a rya a("(41-„, Greg Weekes Vice President Eastern Metal Supply, Inc. 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade Counter Notice of Acceptance. Missouri 4750 Earth City expresxwxy F,arth City, MO 63045 8811 822 6061 Fax 314 344 3349 __. 54' a t:Rt nGt FLUTTER SCHEDULE # Width Height Zone Product Anchor ''.;'':" ,, , # Width Height Zone Product Anchor 1 111.5' 61" 4 .050 Alum Panels S/D 11 35' 61" 5 .050 Alum Panels SID 2 64.5" 41" 4 Accordians S/D 12 35'' 61" 4 .050 Alum Panels SID 3 OMITTED 13 4 69.5" 63" 4 Accordians S/D 14 5 106.5'' 62.5" 5 Accordians S/D 15 6 72.5" 62" 5 Accordians S/D 16 7 72.5" 61" 4 Accordians S/D 17 8 31" 41" 4 Accordians S/D 18 9 111.5" 61" 4 Accordians S/D 19 10 111.5'' 61" 4 .050 Alum Panels SID 20 CRITERIA DATA ..., Mean Roof Height: 13.5' Exposure: C Roof Slope: >10 Elevation: 87" End Zone: 4.0' WIND CHART: ' Site Spec DESIGN 'LOADS, , Positive: 54.7 Negative Int Zone: Negative End Zone: 73.2 ry ' U f P fq N Customer: Martha Kern 561 NE 101 Street Miami shores, FL 33138 Date: 3/10/2006 Order #: 2006-0305 Color: White BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Drive Riviera Beach, Florida 33407 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.' The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material'within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" So13d Bertha Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 03 -141, titled " 0.050" Solid Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, last revision #1 dated July 02, 2003, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or_any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire. NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 01- 0516.06 & consists of this page 1 & approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., d. �i�rtGl I.SIA_MI.DADE .2CU ?ITY, F?oRIDA. METRO -DADE FLAGLER BUILDING 1 1 WEST FI AGLER STREET, SUITE 1603 MIAMI, 1.L(4R)CA 33130 -1563 (3( 374 -2901 F0 (3')5) 315 -2908 NOA No 03- 0707.02 Expiration Date: 08/07/2008 o 8/21/)3 Approval Date: 08/21/2003 Page 1 INSTALLATION DETAILS ON EXISTING WOOD BUTIDDINGS 0 11 111.14 11 "41 ! I W.14.1 111 1 .": 1 11111111 SSW POSTING GLASS /14.3/4 S.S. s.i&s. • e' ac 11 i 1 1 SCALE: 1 /I• . t• 0 / Iti•a7 7/ ja i Latic w mu* f CTia edncw} /IO<3/it• ss S.It.i OR 3/H•• Mom t P FWD'S • 12' QC. t /e'e- 202We• PAN I*JIO AM.L FS BOLTS W/ Ma a try.s t • t2• QO: LAB • • 7.300 ALTERNATIVE 6 I1 11 I 1I 11 ©4© /to.3 /4tSS sits. OR ill CO MAT. PCP RATTS • 712' 0.C. 1 (W,) 8063 -13 AA.* nor Pot) w/ P)'/'-4' _&c» • IA�C scrims • EACH s71 o Of POCTiV r rxa�is+DNrO t' � P't7,[JTM rI071 Ago • 1 MARS Olt IArTIP O 2 ac RCOtAw[o r4r.�► ilicar► Wi /14e3 /4 13. SM.S • t' O.C. IASTENOT LOCATION 110r3/4 S.S SII.S. OR 3/16 Ahem POP • AMTS O t ? ac. J, k 0 - - ---SEr nay lam Min. Samirilyl 712 oznatc CLASS u 1L I I 11 V I1 I I 1 1 I I 11 II 11 11 11 II i /TOW IS Smi r/ 7 /tee,!/t' LONG NMMON ERISH1NC. asp. TOttar&OR) 11 11 11 11 1 :+ :7 /a (raj 6033.73 Alum R. w/ p$../l1 r4 LONG LAC SCRCWS TO LACK RAFTER OR tAL4S3. town soffros AT NO.t07N Or D7) CX1STIAIS 19000 lotINC . (1 Irt. NOM/ML wIDTN) r/ ?• min POICTRATION ©a =Zia & IWOR MOUNTING INSTAIJ4YYON "' 5At TQN B scow - I . •0O1 TRUS.StS Do RATTE• • 24 • D.C. RCOUR(D /10.3• s.S Las. w/ 7 /Ie LOW NYLON B trrppTae t BOTTOIE EXTERIOR. t 8077Lllt 10.34• &S. SJLS OR 3/7 Min. POP AraTts • 1t' ac fif' P000 OCCx MIMED (No Fsesl ALLOK0) 1/e'e LAG Sawn w/ 17/2• l t PQ#CIAAT)cJ • • 1 a c • / 14 . 0 / 4• 3.s SMS 0 06. NOTE : WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. rr amimaital"1"1"a COIK NOTES : 1. INSTALLATIONS ARE ONLY VAUD FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS OR EOU4L THAN 75 p.3.1. AND 9' -0' Max SHUTTER SPAN. 2. FOR NEW WOOD FRAME. CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE .No. 2. W/ SPEGfC DfNSIY OF 0.55 OR fOUAL. ANGLE Cart (6063 -71 Auor) TILL? TESTING d ENGINEERING COMPANY ISN K I 311 St. f. t17. .IPGPIM D.. rump. 114 Pw•r..: (AgpS71• . Fs oceAut.lyt (0- 00067 WAL TER A TMLUT Jr.. P. C f 0.ID' LJc. u 167 rr i X1 iT' .A LATH 4./4 .� SAS. • e OC. -Sn SCHWA/ f ..... - FOR M i. SCRAM 1t 70 CAWING GLASS VIM i1 11 11 11 U 1 11 II 11 II 11 II 11 1 11 1I 11 II 1I II PRODUCT REF,: riArer, ;+ :1/a (that,) 6063 -13 Alum. net w/ (7)S/t6'sN' LQsC LAG SCREWS 10 CACH RATTER OR MSS LOCA1t SUPL-w5 AT mcw$0 N OT ENTSTBC" 5000 ME49(77. (7 Abi NOIANAL 1•0114) w/ 7' I fll /10.3' S.S. Sits w/ � 7 /ft • ixS/8 ION. II N,MON OWING. e'P. 70p (MTER70R) at® pow is i1LS. w 7/t e'e. )/a• LONG Nft04 0,Q WG TIP TOP & 001 0u (DILRIOR) • 8DT7Om ANTERIOR) • / Ss. 3.71.5. • 1 ? ac • t 0 rx Kama nyrms ALLowtD) 1/4 • I/ CL CO FF1NLL 7.000• M'*I.utrr w/ 1 7/a• 71 P001241I0N 0 6 aG. OWING k 17.O0R _MOUNTING DiSTA1LATMY a7XC 1QLL SCALE t/4 • - t • PRODUCT REVISED as complying with the Florida Buiding Code 3 6 G psj2t:;✓ ie, <` Ol EspiLVtio6 Acccplancc Date 1•o G - �:'/j�► •o Dod E> I afa c / ! r f q & B 7 1 �6.7i t�,a:: - f`?• a "� :ti; S•:: % a.. Diitsioll F.B. C. 01.V. H. Z.) /ML4Ml -DAQE COUN ASSA / RESIDENTIAL BERTH4 ACCORDION SHUTTER WILLARD SHUTTER COIIPANY INCORPORATED (Ass, / 180) 4420 N. IV. 331,5 COURT AllAAI. RORIDI 33142 r ao 10- I m w MGIA.A:i1.9 AS SHOW 7 I /i5,V2 oArr 02 -54 DRAWING No SKIT 10 Or 10 EXISTING GLASS I PE I/4 I LAG SCREWS O 6' 0.G 1 1/2' ro COSTING WD 170N TO EXI57NlG W000 1APPL S.S 1 MS W/ 1/16'0x5 LONG NYLON er• W000 WADER REQUI SEE SCHEDULE FOR Mm. SEPARATION TO EXISTING CLASS ALTWt.aTx __INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES; 1 . INS'I4L'ATIONS ARE ONLY VALID FOR INSTALLATIONS MIN DESIGN WIND LOADS LESS 01? EQUAL THAN 75 p.s.f. AND 9' -0' Max. SHUTTER SPAN. 2 F9? Na' W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL EXOSTWG GLASS 1/4'0 - 20x5/4' PAN HEAD PHILIS Boas W/ NUT a WASHER O 12' O.C. WOOD HEADER REQUIRED SEE SCHEDULE FOR Wt SEPARATION 70 EXISTING GLASS 1/4'0 LAG SCREWS O 8' O.C. W/ 1 1/2' Mu1. THREADED PENETRATION TO EXISTING WOOD HEVER M211TAT_ FVI 2 _ WAr l MOUNTING INSTALLATION -- SECTION A SCALD 1/4• - 1' q/ /10x5' S.S SM.S W/ 7/16'0x5/8' LONG NYLON BUSHING. (Typ. TOP, INTERIOR). • ex 4' W000 PATE RECT / 1iN:.\ TILUT TESTING & ENGINEERING COMPANY 655,7 NJV J50. Sty sto. 561. WiGGNN wpm Ro#,a4 53166 Phcn. : (365)871 -1510. fax : (305)871 -15.71 E8- 1008719 WALTER A. TILUT Jr., P. E. FLORIDA L7c. / 44167 NOTE FOR COMBINATION OF SECTIONS; WALL MOUN77NG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. � iri�1irrrr 1 ■. SEE SCHEDULE FO Min. SEPARATION 70 EXISTWG GLASS ..,.. „...EXIST/NO GLASS 4 /10xJ' SS S.M.S. W 7 /76'07 /8' LONG NYLON BUSHING. (Typ. BOTTOM). 1/4'0 UG SCREWS 0 8• O.G W/ 1 1/2' Min. THREADED PENETRATION P TO DOSTING WOOD ALT /MD:V/ 3 PRODUCT REVISED as complying with the Floats Beading Code Aceeptsce No05 0 !?TSpfr• ©a Elate 0 2 �. Divisleo • 06 8 F.B.C. (High Velocity Hurricane Zone) ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLARD SHUTTER COMPANY INC. (AS54 / 180) 4420 N.W. 35th COURT AIM& FL JJ142 PH.: (305)63J - 0162, FAX (305)638 -8534 DRAWN BY S.M. 9/15/05 GATE 05 -268 DRAWING No MAXIMUM DESIGN LOAD 111' (p.s.f.) =OS A At, C =OW A Al. 6 5EG0S 4 481 WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) • WALL MOUNTING INSTALLATION • At BOTTOM (TO MASONRY) CEILING & FLOOR MOUNTING !NSTAL(AI7ON AT TOP OR BOTTOM (TO CONCRETE) NO1E 1 NOTE 2 NOTE 3 MOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 40.0 TO 62.5 9' _ 9' 9' 9' 8' 6 1/2' 9' 6' 4 1/2' 9' • 9' 9' 9' 5 1/2' 4 1/2' 9' 8' 6 1/2' • FROM 62.6 TO 75.0 9 9' 8' 9' 6 1/2' 8' 8 1/2 5' 4 1/2' 9' 9' ' 6' a' 4 1/2' 4' 9' 6 1/2" 8' F7f0, at 7• { }„ Ta,94 9' 7' T 9' 5 1/2' 5 1/2' 6 1/2' 4' - 9• 4 9" 6 1/2' 5 1/2' J 1/2' 9' 5 1/2' 5 1/2" FROM 92.6 TO 120.0 9" . 5' - 7 4 1/2' . ' 5' 4' - 9. 9' - 3" 4" - 7' 5 1/2' - FROM 120.1 TO 180.0 5' 5' - 4 1/2' 4 1/2" - 4' 4' - . " 9' - - - - 5 1/2' 5 1/2' - ACTUAL E. 0.= EDGE DISTANCE FACTOR TAPCON / ZAAMC NAIUN CALK -IN 3' .8 .75 _ ' 2 1/2' .71 .50 2 .50 -- ZAMAC NAIUN TAP 'ai 'OP? ANCHOR SPACING LEGENQ MAXIMUM DESIGN. PESSURE RAJJNO (p.s.f.) ANQ CORRESPONDING MAXIVUM ANCHOR SPACING (In.) salvos. + ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCG. VAUO FOR SPANS OF 5 -0' OR LESS (2 - 947 > VA. u()" FO1#' SPAN• (fRE J. ER, TIM: (2 -:$, (3) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8-6' TO Max. ALLOWED. NOTES ON ANCHOR SPACING SCHEDULE +_ SEE SHEET 9 & 10 OF 10 FOR ANCHOR TYPE & SPACING FOR INSTALLATIONS INTO W000 FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VAUO FOR 3 1/2' EDGE DISTANCE. FOR E. 0. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY 17-16 FOLLOWING FACTORS. (Min. E D. FOR CALK -!N IS 2 1/2 "). THIS OPERATION SHALL ONLY 86 PERFORMED WHEN REQUIRED SPACING RESULTS INTO A MINIMUM OF 3' 0.C. yf�6�m IMP r I�� ®INC. TILUT TESTING do ENGINEERING COMPANY 655'5 ti SK 36th St, Sts. .05. NRGNM CAROM FLORIDA JJI66 Ptoc.: (J05)671 -7550 row : 71 -153t EB- 0006719 WALTER A. TILLIT Jr., P. E. FLORIDA Uc. 44167 REY.Ns F.B.C. (High Velocity Hurricane Zone) ASSA / RESIDENTIAL BERT}-IA ACCORDION SHUTTER WILLARD SHUTTER COMPANY INC. ossA / leo) 4420 N.W. 35th COURT MWMI FL 33142 PH.: (305)653 - 0162, FAX: (305)638 -8434 DESCRIPTION OLD 02 -549 . PRODUCT REVISED as complying with the Mori& Balding Code Acceptance Na 0 - 0 6 Evil flora Date LA !3^a Must C-o£i Division DAt< SEX R. DESCRIPTION 9/ DATE DROWN 8Y.• 3.14. 9/15/05 DATE 05 -268 • DRAWING No SHEET 8 OF 10 A4AlfQkt/N DESIGN LOAD s. A41XGM SHUTTER SPAN 'L' (ft) • MINIMUM SEPARATION TO GLASS (a) SPAN 1' (fL) • * s• 12' -0' 850 , 8' ii' - . ,L 4-43. -4. : ! 87.5 8' -9' J 7/8' 3' 3' 90.0 8' -5' 3 7/8' 3' 50.0 92.3 8' -J' 3 7/8' 5' 11' -3" 95.0 8' -1' 3 7/8' 3' ' 97.5 7' -10" 3 3/8' 3' 3 100.0 7' - 8' 3 3/8' 3' 62.3 102.5 7' -6' 3 3/8' 3' 10'-2' 105.0 7' -3' 3 3/8' 3' 3 7/8' 107.5 7 3 3/8' 3' 3' 110.0 6' -11' 3 3/8' 3' 75.0. 112.5 6' -10' 3 3/8' 3' ' 9' -4' 115.0 6' -8' 3 3/8' 3' 3 7/8" 117.5 6' -6' 3 3/8' 3' -` 120.0 6' -5' 3 3/8' 3' 122.5 6'-J' 3 3/8' 3' 125.0 8'-l' .3 3/8" 3' 127.5 B' -0' 3 3/8' 3' 130.0 5'.-11` 3 3/8' 3' 132.5 5' -9" 3 3/8' 3' 135.0 5'--8' 3 3/8' 3' 137.5 5' -7' 3 3/8" 3" MAXIMUM DE5X,V La40 1y- ( MAXIMUM SHUTTER MINIMUM SEPARATION 10 GLASS (n.) SPAN 1' (fL) • .. 40.0 12' -0' 3 7/8' 3' 423 11' -11' 3 7/8" 3' 45.0 11 -9' 3 7/8' 3' 47.3 11' -7' 3 7/8' 3' 50.0 11'-5' 3 7/8' 3' • 52.3 11' -3" 3 7/8' 3' 550 - 1l' -l' J 7/8' 3' ' 57.5 10' -10' 3 7/8" 3 60.0 10' -7' 3 7/8' 3' 62.3 10' -4' 3 7/8' 3' 65.0 10'-2' 3'7/8" 3' 87.3 10' -0' 3 7/8' 3' 70.0 9' -10' 3 3' 72.5 9' -8' 3 7/8' 3' 75.0. 9' -6' 3 7/8" 3' 77.5 ' 9' -4' 3 7/8' 3' 80.0 9' - 2' 3 7/8" 3' 825 9' -0' 3 7/8' -` DESIGN LOAD 'W'- (o -s r.) MAXlMUN SHUTTER SPAN 1' (ft) <� SEPARATION TO CLASS On.) 3 • .. 140.0 5' -6" 3 3/8' 3' 142.5 5' -4' 3 3/8' 3' 745.0 5'-3' 3 3/8' 3. 147.5 5' -2' 3 3/8' 3' 150.0 5 3 3/8' 3' 152.5 5' -0' 3 3/8' 3' 155.0 4' -11' 3 3/8' 3" 157.3 4' -10' J 3/8' 3' 160.0 4' =9' 3 3/8' 3' 1625 4' -8' 3 3/8' 3' 165.0 4' -8' 3 3/8' 3' 187.5 4' -7' 3 3/8' 3' 170.0 4' -5" 3 3/8' 3' 172.5 4' -5' 3 4/8' - 3 ' 175.0 4' -4' 3 3/6' 3' 177.5 4' -4' .. 3 4/8' 3' 180.0 4'-3' • 3 3/8' 3' SHUTTER SPAN 1.' (ft.) MINIMUM SEPARATION LESS OR EQUAL THAN 8' -O' 3 3/8' >8' -0' TO 12' - 0' 3 7/8' NOTE MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE, (VALID FOR SECTION B & 81 ON SHEET 2 OF 10). DESIGN F'R£3SURE R.i11I1G CORRESPONDS ONLY t0 NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE mat ASE 7 -98 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR INE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT ro BE CHECKED. / 1rr1iIN . \ TILUT TESTING dt ENGINEERING COMPANY 6J55 K{C .166'a S!, 41a 305` VIRGINIA FLORIDA 35156 PAon. t (305)671 -1530. Fax : J05)87f -1531 E8 - 0006719 WALTER A TAUT Jr., P. E. FLORIDA Lic. / 44167 • ASSA / RESIDENTIAL BER17-L4 ACCORDION SHUTTER WILLARD SHUTTER COMPANY INC. (ASS4 / 180) 4420 N.W. 35th COURT MR FL 33142 PH.: (305)63J -0162, FA7. (305)638 -8634 NEV. No 0417 RCY. R. aesciNPNO r DAM OLD 02 -549 9/16/05 a DRAWN BY: S.M. 9/15/05 GATE 05 -268 DRAWING No SHEET 7 OF 10 • FOR SHUTTERS INSTALLED WINING 174E FIRST 50' -0' ELEVATION OF BUILDING. . SEE TABLE 1 FOR MINIMUM SEPAR4T10N TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE •• FOR SHUTTERS N5TALLED A80bE 30' -0' ELEVATION OF BUILDING, MEASURED ' AT BOTTOM OF SIIVTTER TABLE 1; MINIMUM SEPARATION BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN 1' FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ABOVE GRADE OF A GIVEN BUILDING 30' -0" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER SEPARATION TO BE MEASURED AS INDICATED ON SECTION a SHEET 4 OF 10. PRODUCT REVISED as complying with the Florida Balding ce A N fl O - - - -^ O 6 Acceptance N �� E:p4ra 'on DAt W Og d Con F.B.C. (High Velocity Hurricane Zone MAXIMUM DESIGN LOAD . MAxiMUM S EIUTTER SPAN t' (ft) • MINIMUM SEPARATION • TO CLASS an.) 3 3 /B' • 40.0 .. 3 7/8' ' 85.0 = = 11' -11' r _. _ r _ , . 11' -9' 87.5 3• 8'-3' 3 7/8' 3 7 /8' 3 50.0 90.0 3 7/8' 8' -0' 3 3/8' 1l' -1 • 3' 3• 92.5 t0' -10' 7' -9' 3 3/8' 57.5 3' 3 7 /8' 95.0 60.0 7' -7' 3 3/8' 3' 3' ` 97.5 3• 7' -5 3 3/8' J 7/8' 3' . 67.5 100.0 3 7/8' 7' -2' 3 3/8' 9' -7' 3' 3" 102.5 9' -5' 7' -0' 3 3/8' 75.0 .3' 3 7/8' 105.0 77.5 6 3 3/8" 3" 3' 9' -0' 107.5 3' 6' -8' 3 3 /8' 3 7/8' 3 " 110.0 6' -7' 3 3/8' 3' 112,5 6' -5' 3 3/8' 3' 115.0 6..3' 3 J /8' 3" 117.5 8' -2' 3 3/8' 3' 120.0 e'-•0' 3 3 /8' 3' 122.5 5'-11' 3 3/8' 3' ' 125.0 .' • 5' -9' 3 3/8' 3" 127.5 5' -8' 3 J /6' 3' 130.0 5'-6' 3 J /8' 3' 132.5 5' -5' 3 3/8' 3' 135.0 5' -4" .3 3/8' . 3 137.5 5' -3' 3 3/8' 3" MAXIMUM Dam Lao ' e ' (a &t) sux/MUM SHUTTER SPAN t' (ft) MINIMUM SEPARATION TO GLASS (n.) 3 3 /B' ›8'-0" TO 12' -0' 40.0 12' -1' 3 7/8' 3' 42.5 11' -11' 3 7/8" 3' 45.0 11' -9' 3 7/8' 3• 47.5 11' -7' 3 7 /8' 3" 50.0 11' -5' 3 7/8' 3' 52.5 _ 1l' -1 • 3 7/8' 3• 53.0 t0' -10' 3 7/8 3" 57.5 10' -7' 3 7 /8' 3' 60.0 10' -5' 3 7/8' 3' 62.5 10' -2' 3 7/8' 3• 65.0 10' -0' J 7/8' 3" 67.5 9' -10' 3 7/8' 3' 70.0 9' -7' 3 7/8' 3" 72.5 9' -5' 3 7/8' 3' 75.0 9' -4' , 3 7/8' 3• 77.5 9' -2 3 7/8' 3" 80.0 9' -0' 3 7/8' 3' 82.5 8'-9' 3 7/8' 3• MAX1M DESIGN LOAD "W" (p.s.f.) SPAN t' (ft:) MINIMUM SEPARATION TO CLASS (n.) 3 3 /B' ›8'-0" TO 12' -0' 140.0- 5' -2' 3 5 /8• 3" 142.5 5' -1' 3 3/8' 3' 145.0 5' -0' 3 4/8' 3' 147.5• 4' -11" 3 3/8' 3" • 150.0 4' -10' 3 3/8' 3" 152.5 4' -9' 3 3/8" 3" 155.0 4'-8' 3 4/8' 3' 1575 4' -7' 3 3/8' 3' 160.0 4' -8' 3 3/8' ,)r 162.5 4'-5' 3 3/8' .3' 165.0 4' -4' 3 3/8' 3' 167.5 4' -4' 3 3/8' 3' 170.0 4'-3' 3 3/8' 3' 172.5 4' -2" 3 3/8' 3' 175.0 4' -1" 3 3/8" 3' 177.5 4•-1• 3 3 /8' 3' 180.0 ' 4' -0' .' • 3 J /8" ,3 SHUTTER SPAN t' (ft.) MINIMUM SEPARATION LESS OR EQUAL THAN 8'-O' 3 3 /B' ›8'-0" TO 12' -0' MAXIMUM DESIGN PRESSURE RATING "W" (p.S.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE, ( V A L I D F O R SEC71ONS A, A l & C ON SHEET 2 & 3 OF 10). NOTE DESIGN PRESSURF P4T7VG CORRFSPOP:OS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR A GNEN OPENING. IF NEGATIVE PRESSURE VALUES GUMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. * FOR SHUTTERS INSTALLED WTTHWG THE FIRST 30' -0' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE .! FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER / m T iflco ,. \ TILLIT TESTING & ENGINEERING COMPANY 6.55 NIK .1B& 5!. 6 304 MGM avocet FLARIDA .3166 n. %to: (.05)871 -15.0. raw r 305)6n -1531 EB- 0006719 WALTER A. TTLUT Jr., P. E FLORIDA Lic. f 44167 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER WILL4RD SHUTTER COMPANY INC. (ASSA f 180) 4420 N.W. 35th COURT MIAMI, FL 33142 PH (305)633-0162 FAX: (305)638 -8634 DROWN 81? S.M. 9/15/05 DATE 05-268 DRAWING No SHEET 6 OF 10 TABLE 1; MINIMUM SEPARATION BETWEEN GLASS AND SHUTTER FOR .4 GIVEN SHUTTER SPAN 1' FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN UlL0 /NG. 30'-O' ELEVATION SHALL 8E MEASURED AT BOTTOM OF SHUTTER SEPARATION TO BE MEASURED AS INDICATED ON SECTION D, SHEET 4 OF' 10. PRODUCT REVISED ss compiyiag With tile Fdsei Raiding Code Accerpl ace No 0 Z6.0 6 Expiration Date 0 o o$ aai A - 'rani Con Division F.B.C. (High Velocity Hurricane Zone) 2 "x1/8" OR 3 x3 x090" ALUMINUM TU8E (6063 - ALLOY) NYLON SCREW HEAD CONCRETE ANCHORS ' 09 "0.C. NOTE 7 ON S 1 9\ 1 c i : k 1 14 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 3/16'0 Alum. POP RIVETS OR • /14x3/4' S.M.S. 0 6 O.C, (Typ.) 0 1�) 0 r. OR REAR r� ** r-- L, r, - t 1 c J_ - 1_ - 7 L 1 J r O REAR CASE 1 2x2'x1 /8," OR 5'x3 x.090" • ALUMINUM TUBE (6063 -75 • sY) (BEYOND) FRONT GLASS 3/8" 0 HOLE FOR LOCKING PIN 1 "x1 "x1/8" Cont. Alum. ANGLE (6063 -T6 ALLOY) (BEYOND) (BEYOND OR (BEYOND) (BEYOND) Typ. RIVNUT t ** ** 1 "xl'x1 /8" Cont. Alum. ANGLE (6063 -T6 ALLOY) 3/16'0 Alum. POP RIVETS OR /14x3/4" S.M.S. 0 6" O.C. (Typ.) CASE 2 SECTION E SCALE. 3/8' = I" r & ©O ' oR O NM= Kuumit NYLON SCREW HE40 FRONT OR (BEYOND) FRONT , . (BEYOND) SECTION D SCALE.• 3/8" 1" * (2) ANCHORS EACH ANGLE 2 "x2'x 1/8' OR 3 "x31(.090" ALUMINUM TUBE (6063- 5 ALLO)) Albin. RMJUTt (Typ.) ** CASE 3/16 "0 Alum. POP RIVETS OR /14x3/4" S.M.S. 0 6" 0.0. (Typ.) : 2' A O EDGE OF SLAB (CORNER POST) & (Typ Ar TOP i /6 � � aorroM SLABS) POP RIVETS OR /14x3/4 (Typ.) ISOMETRIC 2'5(21(1/8' OR 3 xJ x.090 • NUT. TUBE POST 2'x2 x1/8" x TUBES' SIZE Alum. ANGLE (2 REQUIRED) (6063 -T6 ALLOY) 3/8" 0 HOLE FOR LOCKING PIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ETE ANCHORS 0 9" O.C. (SEE NOTE 7 ON SHEET I) 1? CONCRETE ANCHORS 0 9" O.C. (SEE NOTE 7ON SHEET 1) O NYLON SCREW HEAD /- IL ECO I H C TILUT TESTING & ENGINEERING COMPANY 6557 N.IR 368► S. Ste. 304 MGM GARDENS, #1.0173CA 33166 Phone r (305)871 -1550 . Farr (305)871 -1531 (8- 0006719 WALTER A TILUT Jr, P. E. FLORIDA Lk. 44157 RCP. N. NOTES ON LOCKS : APPLICABLE TO LOCK DETAILS SHOWN ON THIS SHEET. * LOCKER ® SHALL ALWAYS BE USED FOR ANY SPAN ANO IIVSTALL4 AT ANY ELEVATION. LOCKER M44Y B tlS�D AS AN INSIDE OR OUTS /DE LOCKER I F A T T A C H E D T O Q)dc Q d ) W / 1/4' 0 -20 x l • LONG S. S THREADED BOLT IIIWWI���/ 154" 0 -20 x 5/8' INTERNALLY THREADED ALUM M RNNUT. SEE INSTALLAAON DETAIL ON THIS SHEET. ** FOR INSTALLA AT ANY ELEVATION OF BUILDING AND IN A001T/ON TO LOCKERS. A REGULAR T LOCK MAY BE 1.IE.0 FOR SE PURPOSES AT ANY DESIRED LOCATION OF CENTERML4TE INSIDE OR OUTSIDE). WHEN USED MID& MINIMUM SEPARATION TO GLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T LOCK 01? FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER IS MORE CRTICIL). t : SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART / 0820, AS MANUFACTURED BY AVDEL CHERRY I•EXTORN, PARS/PPENY, NEW JERSEY 07054 OR EQUAL ** * REAR 2' MIN. r L, OR@ © * (BEYOND) ` FRONT • ONE SIDED SHUTTER : END CONNECTION DETAIL SCALE: 3/8 = Alum. RNNUTt (Typ.) ORO (BEYOND) ** // Division POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED WILL4RD SHUTTER COMPANY INC. • • (ASSA / 180) 4410 N.W. 35th COURT MIAMI. F2 33142 PR: (305)633 -0162, FAX (305)638 -8634 1 1/2 "x1 1/2" OR 2'x2' OR 2"x3' OR x4" OR x5" x1 /8" Alum. ANGLE /14x3/4" S.M.S. OR 3/16'0 Alum. POP RIVETS 0 9" 0.C. PRODUCT REVISED t epiying with the ROigr Dehling Code Acceptance NNiO5 • ' 2 •0 6 Expir >tion . to v Lb -0.4 008 t ' r 4.4 -r I De a' . : Cots F.B.C. (High Velocity Hurricane Zone) ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER DRAWN 8n• 9/15/05 OATE • 05 -268 DRAWING No oESCRYPnax AIR. SHEET 5 Of 10 CONCRETE ANCHORS 9 9' 0.C. (SEE NOTE 7 ON SH 1 21(2'x1/8' OR 3 "x3 x.090' ALUMINUM TUBE (8083 -T ALLOY) J/16 "1 Alum. POP RIVETS OR /14xJ/4" S.M.S. ® 6" 0.0 (Typ.) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED OR (BEYOND) CASE 1 2'x2'x I /8" OR 3'x3 "x.090" ALUMINUM TUBE (6063-T5 AL #Y) REAR * t ,4 Nr J/8" 0 HOLE FOR LOCKING PIN i'x1'x1 /8" Cont. Alum. ANGLE (606J -T6 ALLOY) (BEYOND) HO OR (BEYOND) (BEYOND) REAR * OR (BEYOND) (BEYOND) 1x1 "x1 /8 ConL Alum. ANGLE (6063 -T6 ALLOY) J/16'0 Alum. POP RIVETS OR 114x3/4" S.M.S. 0 8" O.C. (Typ.) CASE SECTION E SCALE: 3/8 = 11 1/4 "1 -20x1 " LONG S.5 M.S. 0 MIOHEIGIHT OF OR ID 0 FRONT OR REAR (T)1.) (BEYOND) . 2 x2'x1 /8" OR 3"x3Sr.090' ALUMINUM TUBE (6063- ALLOY) (4)3/16 Alum. POP RIVETS OR 14x3 /4' S.M.S. (Typ.) (2) ANCHORS MCH ANGLE &oORO CASE 3 REAR * 3/16 "1 Alum. POP RIVETS OR /14x3/4' S.M.S. 0 6" O.C. (Typ•) OR (BEYOND) SECTIONS- D, D'.... -SCALE: 3/8 = 1 2'x2 "x1 /8" OR 3 ".3x.090" Alum. ' TUBE POST 2'x2x1/8" x TUBES' SIZE Alum. ANGLE (2 REQUIRED) (6063 -T8 ALLOY) EDGE OF SLAB ISOMETRIC (CORNER POST) & aoprou SLLABS) —97/ &/4 3/8" 1 HOLE FOR LOOKING PtlR. • 1/4 -20x1" LONG S.S. M.S. ** POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED NCRETE ANCHORS 9" 0.0. (SEE NOTE 7 ON SHEET I) CONCRETE ANCHORS 0 9 O.C. (SEE NOTE 7 ON SHEET 1) ©OR E® HO OR (BEYOND) , /1ik INC. \ TILLIT TESTING * ENGINEERING COMPANY 5355 U 36111. S Ste 305. NRIXHLI CARSOA FLORIDA 33166 Phone : (305)671- 15.70. fax : (305)671-1531 EB- 0006719 WALTER A. TILUT Jr., P. E FLORIDA Lta. 44187 3 NOTES ON LOCKS APPLICABLE TO LOCK DETAILS SHOWN ON THIS SHEET. I!Q _H LL ALWAYS BE LOCKED BY USING LOCK CUP NSTA I S A W EO ROM THE INSIDE OF SPUTTER w/ 1 _ 807T SHALL SHOWN ON SECTIONS 0 & LOCK CLIP 1/2" €7 7E LOCK CLIP, AS WELL AS IQ3 J IRELy LOCK SHALL F7T ENTIRELY INT0 I LO�NO BEFORE SIDEWALK BOLT IS TIGHTENED. ** ALTRNl4TTVQY•TO UMW LOCx_C440.. car/Eno/U( SHALL SIOEWAUt LOCATION I &!7J RILE Ct?YTERMAJES SHALL 8£ PRE -DRILLED AT THE BOLT 1 4 1- LOPPED TH1tU. T AL THE / ' 2Q 8otr.� TTHI$ BOLr., FROM E ITHEIL FRONT OR" REAR seiurnut 2" MIN. - OR (BEYOND) SECTION D. ' : ONE SIDED SHUTTER END CONNECTION DETAIL SCALE 3/8 = 1 " POURED CONCRETE OR CONCRETE BLOCK WALL ' REQUIRED .... ....--1 1/2'x1 1/2 OR 2'x2" OR 2"x3" OR x4" OR x5" x1 /8" Alum. ANGLE /14x3 /4" S.M.S. OR J/16 "0 Alum. POP . RIVETS 0 9" 0.C. PRODUCT REVISED es complying with the W oT ic&g Misting Code AccejteaceNo 05-- E' YpiratioS1 Date o F.B.C. (High Velocity Hurricane Zone) ASSA / RESIDENTIAL BERINA ACCORDION SHUTTER WILL4RD SHUTTER COMPANY INC. (ASSA / 180) 4420 N.W. J5th COURT MIAMI, a 3J742 PH.: (305)833 -0162. FAX (303)638 -8634 DRAWN BY: S.M. 8/15/05 DATE 05 -268 . DRAWING No POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL. REQUIRED H SEE SCHEDULE FOR MIn. SEPARATION TO EXISTING GLASS 110x3/4' S.M.S. OR J/18`0 Alum. POP RIVETS 0 12" 0.C. ALTERNATE LOCATION FOR TOP LIP FASTENERS � W ' MO :-- SECTI C / - CCYS'ET; MCI 'ORS (s a- .R1 EDULE ON SHEET 8. & NOTE 1 ON SHUT 1) r CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) 1/4'0 -20 SS. x3/4' PAN LEAD PHILLIPS BOLTS W/ • NUTO12'0.C. 1 . ---1 • gg h a N SCALE : 3/8" = 1 7/18%5/8' LONG NYLON BUSHING (Tjq. TOP, INTERIOR) ©0RC) 10x3 S.S. S.M.S. W/ 7/18 » 0x7/8" NYLON BUSHING (Typ. TOP & BOTTOM, EXTERIOR) & BOTTOM, INTERIOR) /l0xi /4" S.M.S. OR 3/16 Alum. POP RIVETS 0 12" O.C. 1/4 "0 -20 S.S. x3/4" PAN HEAD PHILLIPS BOLTS W/ NUT 0 12' O.C. U TING INST LLATION BUILT? —OUT TYPICAL ELEVATION N. T. s E. D. EDGE DISTANCE (SEE SCHEDULE ON SHEET 8 OF 10) • NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR/CUING MOUNTING SECTIONS CAN BE 'COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. /Tti c . TILUT TESTING & ENGINEERING COMPANY 6393 N.W. t yy. $... J05. WR?M ` cAR D D } "CRM 37166 69-0006719 WALTER WALTER A 1 LIT Jr., P. E FLORIDA Lic. 44167 REV. x" PRODUCT REVISED its complying with the Florida Ridding Code Acceptacce 05 • ` 2 Expiration Date rt . ....orr 4.4/�q�t 001 " ��e� Control OLD 02544 mi Dad Division 06 F.B.C. (High Velocity Hurricane Zone ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER WILL4RD SHUTTER COMPANY INC. (ASS4 / 180) 4420 N.W. 35th CART MIAMI, FL 33142 PH.: (305)635 -0162, FAX: (305)638 -8834 DRAWN 8Y: S.M.' 9/15/05 DATE 05 -268 DRAWING No SHEET 3 Of 10 /10x3' S.S. S.M.S. W/ 7/16'0x7/8" NYLON BUSHING /14x3/4" S.M.S. 9" O.0 POURED CONCRETE REQUIRED CALK -IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • 1 - ---SEE SCHEDULE FOR- - I Min. SEPARATION TO EXIS17NO GLASS A REMOVABLE (H � NOTE 7 L'ONG' NYLON ' - BUSHING (Typ. TOP ON SHEET 1) i - I /NTr}R) 11 I1 11 11 1 n CONCRETE ANCHORS (SEE' SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) WAIL MOUNTING INSTALLATION �- SECTION A SCALE: 3/8" = 1" U n /10x3' SS S.M.S. W/ 7/16'0x7/8' NYLON BUSHING Typ. TOP & BOTTOM (EXTERIOR) & BOTTOM (INTERIOR) C LI- -- C ALK -IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 • ON SHEET 1) • FLOOR MOUNTING INSTALLATION SECTION Bi SCALE: 3/8" — 1" ALTERNATIVELY TO r x Alum. ANGLE W/ ANCHOR, DRILL HOLE AT © TO INSTALL CALK -IN AT 0 . COVER HOLE WITH NYLON CAPS. --SEE SCHEDULE FOR Min. SEPARATION TO EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 7/16'07/8" NYLON BUSHING (Typ. BOTTOM) /10X3/4" S.M.S. 0 12' O.C. TYP EA. SIDE. 1'x2 "xl /8" Cont. ALUMINUM ANGLE (6063 -T6 ALLOY) EDGE OF SLAB IF APPLICABLE z /YM fV1.J (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) 1• S 0. WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/8" = 1 W/ 1/ 10 vx, I /u LONG NYLON BUSHING (Typ. TOP INTERIOR) /10x3" S.S. S.M.S. W/ 7 /16'0x7 /8' NYLON BUSHING Typ. TOP & 8OTTOM (EXTERIOR) BOTTOM (INTERIOR) E 0. EDGE DISTANCE (sEE SCHEDULE 8 OF 10) ON P NOTE FOR COMBINATION OF SECTIONS : WALI,/FLOOR /CEILING MOUNANG SECTIONS CAN BE COMBINE° IN ANY WAY TO SUIT ANY INSTAL1A770N. / IL ECOINc.\ TILUT TESTING & ENGINEERING COMPANY 6J55 N. IR JBA. 54 St.. ,J�p� WRCINA GARDENS FLORIDA 331sa Phan.: (305)871 -1SJO . Fax : (305)871 -1531 E8- 0006719 WALTER A. ALIT Jr.. P. E FLORIDA Lk. 44167 r L/ VVIVGh't 1 t REQUIRED a. r1. . nn1.,, xc wncwls wv SHEET 8 & NOTE 7 ON SHEET 1) n � I �\ E 0. 0 �--- SEE SCHEDULE FOR -- Min. SEPARATION TO EXISTING GLASS ti /10x3/4' S.M.S. OR 3/16'0 Alum. POP RIVETS ® 12" O.C. ALTERNATE LOCATION FOR TOP LIP FASTENER CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON REQUIRED SHEET 8 & NOTE 7 ON SHEET 1) -- SECTION B n ti n 1 0 • I O I LC/ 1 1 /10x3' S.M.S. W/ 7/16'0 T x7/8 BUSHING OP & BOTTOM (EXTERIOR) & BOTTOM (INTERIOR) E. D. /10x3' S.S. S.M.S. W/ 7/16 "OxS /8" LONG NYLON BUSHING (Typ. TOP INTERIOR) © CEILING & FLOOR MOUNT. INSTALLAT. SCALE: 3/8" = 1 " /'10x3/4' S.S. S.M.S. OR J /18'0 Alum. POP RIVETS 0 12" O.C. EDGE OF SLAB IF APPLICABLE PRODUCT REVISED as can -2pi}ing vbith ti3e Florida Bailing Code Accrptkaee No 05 Esplratio i Date 0 Lb•ob o9 si CO2 F.B.C. (High Velocity Hurricane Zone) ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLARD SHUTTER COMPANY INC. (ASSA / 180) 4420 N.W. 35th COURT MLiMI, FL 53142 PH.: (305)653 -0162 FAX: (305)638 -86'34 DRAWN 8Y• S.M. 9/15/05 DATE 05 -268 DRAWING No E I I 3.031 1755' 1155' -1 © SILL ADAPTER SCALE 3/8 = 1' 1/0 THUMBSCREWS / VARIES, SEE NOTE BELOW © LOCKING PIN SCALE 3/8' ='1'• REGULAR 2.318' - 8 1 - � 0.879' - r --1.2 © MALE LOCK SLAT SCALE.• 3/8• = 1' 1102' Al TL hATE WALL HEADERS WALL HEADERS (INVERTED USE) SCALE 3/8' = 1' 6' Mid. FOR UP 10 9' -O' SHUTTER 81110E LENGIN5, s 12 Min. FOR SHUTTER BLADE LENGTHS GREATER RAN 9' LIP' TO 12 - O' 1994' -- 1.944" F-- 1. 773"_ ---Il . --{ 1/4'0 -20 S..£ THUMBSCREWS W4RIE4 SEE Nn7E BELOW 3.994' ® FEMALE LOCK SLAT SCALE: 3/8" = 1' {-1.200' 1 r . 473' 2048' --{• 2'. .125' .520' 52.128' - 7 � BorroM BUILT-OUT SCALE 3/8 "= 1 1.000' - 21111111111•00. (4 ALTERNATE LOCKING PIN SCALE 3/8' = 1" COMPONENTS I H- 1.255' r � 1 1 � - -•� 1.000' ''' ' I I-N. sa --- 2750' -1 U PLAN SCALE 3/8' = 1" 1124' �---•- 1.812' A `` 082' L-1.250' I:. . 1.124' �1000'� REGULAR 1.838' OF FEMALE END SLAT MALE LOCK SLAT SCALE: 3/8' = 1* �} - 1250' © CEILING HEADER SCALE 3/8' = 1' 1.000 1-- L 2.750' ---- -! FRONT ELEVATION © LOCKER SCALE 3/8' = 1" � -- _ 97v esy r d 1074' 1.812'-1-1.200' anal Division 1.000 6 STARTER STRIP SCALE: 3/8' = 1' QQ FEMALE LOCK SLAT SCALE 3/8' = 1 PRODUCT REVISED as complying with the Florida Boid'sag Cede Aceeptacao No •' 2 6.06 Expiration Date°'f +o� et Control /1 " M ". 6 .11"ag" INC.\ T7LUT TESTING * ENGINEERING COMPANY 5353 tab: J681. St.. SU. J05. NRC1NI PLORICA 33166 Phan.: (105)871 -?530 . Fb.: .105)871 -1551 E8- 0008719 WALTER A. 1LUT Jr.. P. E FLORIDA Lie. / 44187 1234' .544' 1023' REGULAR © SILL SCALE: 3 /8'= 1' 0.812 1709' ©� RESIDENTIAL BLADE SCALE: 3/8' = 1" COVERED UNDER US PATENT f 5458179 3.709' cS FEMALE RESIDENTIAL BLADE SCALE: 3/8" = 1' • . 1 , II 'I 1- 1.500' --I 0 LOCK CLIP 4' LONG SCALE: 3/8" = 1' 0.477' J 1023' I 0.500' • 1.922' ALTERNATE 1 - 1000' Max. © ALUMINUM ANGLE SCALE: 3/8" = 1 • F.B.C. (High Velocity Hurricane Zone) ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER W!LLARD SHUTTER COMPANY INC. (AS5A / 180) 4420 N.W. 150 COURT MAO, FL 31142 PH.: (305)633 -0162, FAX: (305)838 -8634 . ACCORDION SHUTTER SHOWN ON 771 /3 PRODUCT APPROVAL DOCUMENT HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2004 ED(T70N OF 711E FLORMA1 BU.'LC//IC CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER �ER•►7r1N 162'1 OF iPE 4BOVE MENTIONED CODE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D. AS TEST fo AVER: dor OVE STRESSED, A 339: INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. .4 CUPAT.ON FACT? CD= 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER: AT- RE?ORT 0902.01 - 98 ANO 0701.01 -05, PER TAS -201, TAS -202, AND TAS -203 PROTOCOLS. 0(D 02 -549 SHEET 1 OF 10 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE } 10 x 3', 410 -NT MINIMUM SERIES W/ 135.0 ksi YIELD POINT & 180 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYL4N 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFOPO Co, BO.Y 50? t'.1ESr CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 --T6 ALLOY. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 6. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 ksi MINIMUM MINIMUM YIELD STRENGTH 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. - 1/4'0 ZAMAC NAJLIN ANCHORS, AS MANUFACTURED BY POWERS FASTENERS, INC. - 1/4'0 x 7/8' CALK -IN AS MANUFACTURED BY POWERS FASTENERS. NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ZAMAC NAIUN INTO POURED CONCRETE IS 1 3/4". A2) 1/4'0 x 7/8" CALK -IN ANCHORS SHALL BE EN77RELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL SE PERMITTED. 1/4' 0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. A.3) IN CASE 77-1AT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH 771E MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 & A.2 ABOVE. (8) TO 'EXISTING CONCRETE BLOCK WALL: 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4'0 ZAMAC NAILN ANCHORS AS MANUFACTURED POWERS FASTENERS, INC. 1/4'0 x 7/8" CALK -IN AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: al) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND ZAMAC NAIUN ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4" 8.2) 1/4 "0 x 7/8' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM, SHOULD STUCCO EXIST. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4" MINIMUM FOR ANCHORS MENTIONED IN 8.1.), & 7/8" FOR ANCHORS MENTIONED IN B.2.). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL. OF THE RECOMMENDATIONS AN ND SPECIFICATIONS OF THE ANCHORS MANUFACTURER 8. THIS RESIDENTIAL ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED IN WHOLE OR PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 1T-I /S SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOODAdAAIAT FRAME BUILDINGS. 10. EACH UNIT MUST BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH A WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT ALL LOCKING PINS, AS WELL AS BOTH LOCKERS MUST BE PROPERLY INSTALLED & BOLTED DURING PERIODS. OF HURRICANE WARNING. 11. SHUTTERS MANUFACTURER LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE LOCK SLAT (COMPONENT) Q OR 0 ) ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABEL SHALL RE40 AS FOLLOWS: WILLARD SHUTTER COMPANY, INC. MIAMI, FL. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 12. (o) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CON0177ONS DEVIATE FROM 7716 PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION, INCLUDING PRODUCT 84SED ON MIS PRODUCT APPROVAL PROVIDED H£ /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED N 1S THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (c) MIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVAUO IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME 111E ENGINEER OF RECORD (6..0.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR 171E PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO 771E P.AD. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A. D. SHALL BEAR THE DATE AND ORIGINAL SEAL .4/10 SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED PRODUCT REVISED as complying w►;t the Midi Belding Code Accep ?aa.zAlid -0 i( Esptrstlo ► Pa t� :� /�i[7 • � 08 BY iaml a t rr tC t� Division (High Velocity Hurricane Zone) ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER DRA:N O': s.M WILLARO SHUTTER COMPANY INC. (As.4 / 180) 4420 N.W. 35tH COURT MIAMI, FL J3142 PM: (305)633 -0162, FAX (305)638 -8634 / IL C ® IHC. T►LUt TESTING & ENGINEERING COMPANY 6J53 PL t J6fl s JOy NR5554 FCOR�A 33166 65.,.: (Jp5 87f -15]0. Fw : 7f -1531 ED- 0006719 WALTER A. TKUT Jr., P. E FLORIDA Lre. / 44167 9/15/05 DATE 05 -268 DRAWING No PERMIT APPLICATION FOR MIAMI SHORES VILLAGE D a e 46 ?/e) / J ddress S N l -S % Tax Folio Legal Description LoT 1° t cock- i Historically Designated: Yes No Master Permit # 9 fcisy rune 3 0 �'• r s " 7 G /? Z- di / Tenant M A \Ak h• e +� O ner's Address s N/ /0( sr Contracting Co. e Q• K�1� in1 C A I41f 0cS 11t1e a 6 (0. Address 1 ∎ % 0 p S ()V Qualifier Z(kr-S t--Vu 6h SS# Phone (3oS) - Kt- 4 6 State # Municipal # Competency # Ins. Co. Architect/Engineer Dcs &A i N tc _ j Q o` o Address 1 l g N. QC expo Wv c\• Q' •A0Jo'c(.4 -€ 13 3 c6 Z Bonding Company Address Mortgagor Address Permit Type (circle one). BUILDING ELECTRICAL PLUMBING MECIIANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION N5c t 3 t tk,J t! XS i\t..) f tJ ‘S' n i Gi- � - � w 1 ti Q is t,J S u S � >,f�.. �,�' .mil (fir ) b Square Ft. 90 Estimated Cost (value) A Z O� 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 performed 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. Notary as to Owner and/or Condo President Da My Commisssion ``YP�., Rom_ .1 n. U p /yv �^�J • �; �•� # DD • i : 93 .. p. 6.71' "4,0:0‘ 4, a C &Frei March 11, 2005 Atlantic Bonding Co., /at FEES: PERMIT U D ► MDON S ignature of owner and/or ConddPresident Mechanical Dat ¥ D /;/ NOTARY r - BOND TOTAL DUE Signature of Contractor or Owner- Builder Notary as to Contractor My Commission ExeY Poi%? i + ::t C8 1t� N A Piot w riy11: 93 , c s Expires Myrrh 11.2003 �,'' diF Bonded Thra , ?,F,o` Atlantic Bonding Co, Inc. EIectrical Date 6 / /d' o/ Da fe Plumbing Structural Engineer SURVEYING, INC. LB NO. 5495 FLOOD ZONE X MAP DATE 3-2-94 MAP NUMBER 120836 0090 J NOTES ASSUMED %.AR*6 EASE: THE NORTH IJNE or NE 10151 STREET KARS SEd IS'? 21 AND MA OTHER BEARA.CS DEPICTED HEREON ARE REIATNE TK R[T0 2. LECK DIE SCRIPT , ON RRO.•DEO B'F CLEW. 3 THE LANUS SHO+M HEREON rE RE NOT ABSTRACTED Sy TH+S OFFTCE FOR CASEMENTS. RiG.T- IX -wAY3. ommtrts.. CR OTHER iKSTRtAAENTS or 8(0080. 4. uNOERCR01J •0 ROW/OAS OF FOOT WC& FOuN Ar0I S OR 0TKR ,4PROrEWCNTS WERE NOT LOCATED. I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HERON MEETS THE MINIMUM TECHNICAL STANDARDS FOR LANE SURVEYS AS 3E4 FORTH IN CHAPTER 61 -6 OF THE FLORIDA ADMINISTRATIVE COOL FOR THE BOARD OF PROFESSIONAL SURVEYT?RS AND MAPPERS PURSUANT TO SECTION 472,027 OF THE FLORIDA STATUTES. NOT VALID WITHOUT THE SIGNATURE ANO THE (1RICIN+1. RASED SEAL OF A FLORIDA LICENSED SURVEYOR ANO MAPPER. /J .AlQ DATE BY Audi 7L �V PAIJt J. STOWELL PROFESSIONAL LANO SURVEYOR FLORIDA CERTIFICATION NO. LEGAL DESCRIPTION LOT 20, BLOCK 94, 'MIAMI SHORES SECTION NO. 4', ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT D B E OOCKU15, PAGE 14, OF THE PUBUUC RECORDS OF CERTIFIED TO: MARTHA D. KERN CITY COUNTY CREDIT UNION OF FORT LAUDERDALE, ITS SUCCESSORS AND /OR ASSIGNS ATTORNEYS' TTTLE INSURANCE FUND INC CHASE MANHATTAN MORTGAGE CORPORATION, n N I C TS SUCCESSORS AND /OR ASSIGNS JOHN D. BENSON, P.A. PROPERTY ADDRESS 681 NE 101ST STREET MIAMI SHORES, FL 33138 LOCATION MAP (N.T.S.) S. 0. 7 . 8. 9. 6/18/2000 PJS 5623 SW 57th PLACE DAVIE (954)587 -4949 DAVIE, FLORIDA 33314 BOCA (407)488 -9628 FAX (954)537 -0327 Q1999 AT;AWT4 COAST SURVEYING iNC. RECORD SURVEY INVOICE 4 11148 FILE 00 -268 SURVEY DATE 6 -16 -00 EL CATIONS ARE EASED ON THE ■AtOrME GEODETIC `.c*C.'& DATUU or 1929. FEEKE MS ARE 10 THE CCNTERtJM Or FENCE. *AIL TES ARE TO THE FACE or WALL. iN sow #STANCES OFMProC REPRESENT/OCAS HAWS SUN EFIGGERATE 10 WORE CLLNBY itcusrRoc THE R rii N40 EtATONSIRP KNEE PNYSL NPRINEMENTS 0 /0R LOT LINES. IN ALL CASES OUEN'SIONS ALL CONTROL 1K LOUT ON or THE 40P 80 (MEWS OAR SCKEO POSIT'ON3. THE 3u. w +ON3 ANO Osi+EC7K>•4 SHCWiN HEREON ARE .N Su9STAMUI AGREEMENT MT H RECORD WALLIES uNLESS ONE WORSE NOTED. A t E LEGEND CENTERLINE CENTRAL ANGLE *ETA1. FENCE CONCRETE CONCRETE BLOCK STUCCO MALL OvERHEA0 wtRES — /f--- //— w00q, FENCE CONCRETE FENCE 5241 A80REVLATK)N5 (SEE BACK OF THIS PACE) 2�_� 20 40 60 - Scale 1" = 20' 0) O m 0) 0 CORNER NOT FN0 W11 F/C 0.4'W 2.8'5 ! I F/C 0.4'W E/F 0. 0'4 F/C 0,7'W FN0 0H 15' ALLEY S.88' 15' 12 "E. 50.00' S 10' ASPHALT PAVEMENT CV EDGE OF PAVEMENT' N • r E/F O. 2 2.8'5 4.5 7.35 4.3 "4+ .3.7 3.5' 14, 4' 14.60' SCREENED PORCH n N v ri i.2 7 ' A/ C 1 Q 9.55 O I I 30.32' 1 0) ` 3 0 ! N STORY RESIDENCE 1 M LOT 20 BLK 94 . o N 7.14 2.t' � .,J Y1 N 8 n L E/F 2_0_E N N 8 - 2' 7p 7 5.5 p 4 'r/ CDR, 0 WALL 1 5'E PL • 5' WALK 75' RICHT -OF -WAY 20' ASPHALT zz G E/F 0.4'4 EOCE OF PAVEMENT N.E. 101st STREET N.88' 15' 12 "W. 50.00' mo PP / FIP1 /2' NO 10 0.7 S 1.2'S F/C 0. 8'E 5.5'S E/P .2 'NI 4'ALUMINUW FENCE E/F 0.5'N 0.1'W -- 177.53' Jl r — - - - FtR1 /2' t0 FIR1 AT NO PC t0 GEIRMAIN CANVAS AU NE 2 VENUE ANY 1 MIA NE 2 MI, FL 33138 AVENUE MIA TEL: (305)151 -4963 1 OMINIC RUPOLO, P.E., INC. 118 NORTH OCEAN BOULVARD POMPANO BEACH, FL. 33062 TEL: (954) 184 -2191 FAX: (954) 184 -5610 SCALE . N.T.B. APPROIED 1ST g DRAIN $ TT oATE i JUNE 6, 2001 REYI8 ' PROJECT $ MARTHA KERN 561 NE 101 STREET MIAMI SHORES, FLORIDA AWNING FRAME PLANS DRAWING NUMBER g S -1 OF 2 SEE ATTACI- IMENT DETAIL 'I 49 +1 -6' :0 CONTINUOUS CAULK! FABRIC SEE TER PLAN HEAD ROD AWNING FRAME 2 EACH TRACK ATTACHMENT DETAIL * 1 SEE ATTACi4MENT DETAIL '2 6TL. PLATE 2'X2'XI /4' • 36' OC. WELDED TO DEAD ROD W/ I/2'* X 4' L. HILTI KWIK 80LT II EXPANSION ANCHOR W/ 1310 lb. MIN. PULLOUT CAPACITY EMBEDDED 3V2' INTO EXIST. CONCRETE BEAM. FILL I4OLES W/ CAULK PRIOR TO INSTALLATION. SEE ATTACHMENT DETAIL '1 19 +1 -6' a 1'0 SCN 40 BOTTOM CHORD PIPE 3' -4' ATTACHMENT IDETAIL i'2 120'120' AUJNINC PRAMS 1 EACH 10' -0' 3' -4' 3' -4' PLATE 3te2' X 2' X 3/S' 48TH 436 W/ 1-1/1'1 X 4' 141LTI KWIK BOLT II E pANSION ANCI4OR TYPICAL. SEE ATTACI-iMENT DETAIL r1 GENERAL NOTES I. ALL PIPE TO BE 1' DIA. SCI-4 40 PIPE, Fy • 35 KSI, ABTM A53 GRADE 13, U.ON. PLATES A8111 A36 Fy•36KSI 2. ALL FRAME CO•NIECTIO•B SHALL BE FULLY WELDED AND COMPLY A.W.S. CODE TYP.> v3/16V" 3. ALL WELDS TO BE GROUND SMOOTH AND WASHED TO REMOVE SMOKE STAINS, E10)OC ELECTRODES. 4. ALL STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES (LATEST EDITION) a. SOUTH FLORIDA BUILDING CODE, CHAPTER 43. b. STANDARD BUILDING CODE, CHAPTER 12 AS PER PALM BEACH COUNTY AMENDMENTS FOR WINO LOADS. c. CITY OF WEST PALM BEACH ORDINANCE MODIF- ICATION TO STANDARD BUILDING CODE, SECTION 22013 (4) (d). 5. CANVAS 4WNING8 SHALL BE REMOVED WHEN WINDS REACH MAXIMUM WHOLE GALE FORCE OR INSTALLED IN SUCH A MANNER THAT TI-4E FABRIC WILL RELEASE FROM THE FRAME WITH A WIND LOAD OF 15 LOS /SOFT 6. FRAMES WITHOUT COVERING WILL SUSTAIN 140 MI/HR WINDS. 1. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND ERECTION. 8. FRAMES WITHOUT COVERS DESIGNED AS PER ASCE 1 -93, EXP. C. 9. ALL FRAMES HAVE BEEN DESIGNED USING RATIONAL ANALYSIS. 10. CONCRETE WILL BE NOW AL WEIGHT, DENSITY 135 PC F, 3000 PSI MINIMUM. tw =.133 IN. A • .494 IN' 12.081 1N 8•.133 IN' _.,i W'1.68 lbe /ft 0.D..1.315 N. SCE F'IF'E Rupolo Engineering Co. Sfrucfural Engineers 118 North Ocean Blvd. Pompano Beach, fl 33062 (954) 784-2791 Jo. KP.,/1 es-upoiw Nom ,q1orks,r--u OF SHEET NO. CALCULATED BY DATE CHECKED BY DATE SCALE 2.3.1 PRODUCT DESCRIPTION e Kwik Bolt II is a stud type expansion anchor with a single ece wedge that performs as three independent wedges if ssary to provide consistent performance in a wide variety medium -duty applications. Applicable base materials include rete, lightweight concrete and grout - filled block. oduct Features toa ds can be applied immediately bolts have length identification be installed in bottomless hole ery suitable for setting through in -place fixtures riper- resistant nut (HTN) available (sold separately) performance in matched tolerance diamond core holes imples on wedges prevent anchor spinning during installation mpact section prevents thread damage during installation (de Specifications ion Anchors Expansion anchors shall be stud type with a single piece three section wedge and zinc plated in accordance with ASTM B633. The anchors must meet the description in Federal Specification FF -S -325, Group II, Type 4, Class I for concrete expansion anchors. Anchors shall be Hilti Kwik Bolt 11 as supplied by Hilti Fastening Systems, P.O. Box 21148, Tulsa, OK 74121. Anchors to be installed in holes drilled with Hilti carbide tipped drill bits or matched tolerance diamond core bits, Anchors shall be installed per manufacturer's recommendations. digs /Approvals Impact Section (Dog Point) l'erwriters Laboratory No. 203 "Pipe Hangers" (3/8 " -3/4" diameters) 1 rkmational Conference of Building Officials (ICBO): Evaluation Report No 4627 ;±� ern Building Code Congress (SBCCI): Report No. 8913 of Los Angeles (COLA): Research Report No 24946 Cevi forms to the description in Federal Specification FF -S -325, Group II, Type 4, Class 1 (, : ry Mutual (FM) KB II 3/8" x 2 1/4" w /Rod Coupler 1- i Dade County Approval 93- 0224.04 MATERIAL SPECIFICATIONS <a .•,�Steel KB II studs conform to ASTM A510 with chemical composition of AISI 1038 except !J i' nk KB II, KB II 1 " x 6 ", KB II 1" x 9" and KB II 1" x 12" which conform to ASTM A108 ical composition of AISI 11L41 ;.f, =(R carbon steel conforming to ASTM A563 Grade A and meet dimensional requirements t.!rt+ 818.2.2 carbon steel conforming to SAE 1005 -1033 and meet dimensional requirements /►+� 22.1 Type A Plain are manufactured from AISI 1010 carbon steel, except KB 11 3/4" x 12 ", KB II 1" x 6 ", 9" and KB II 1" x 12" wedges which conform to chemical composition of AISI 304 steel parts are zinc plated in accordance with ASTM B633, Type III Fe/Zn 5 eel KB I I studs conform to ASTM A276 or ASTM A493 with chemical composition of or 316 1 /4" thru 9/16" over 9/16" manufactured from either AISI 304 or 316 stainless steel to conform with stud material ethnical Guide 8/96 Anchor Body less steel conforming to ASTM F594 with chemical composition of either AISI 304 or 316 dimensional requirements of ANSI B18.2.2 to conform with stud material agAISI 304 or 316 stainless steel conforming to ASTM A240 to conform with stud material Order KB Il's, nuts and washers may vary from standard materials. Anchoring Systems Kwik Bolt 11 Expansion Anchor Wedge Dimple V / Wedges Expansion Cone MECHANICAL PROPERTIES f min. f" ksi (MPa) ksi (MPa) 41 (282) 75 (517) 75 (517) 90 (620) N/A N/A N/A WA N/A N/A N/A N/A 76 (524) 90 (620) 64 (441) 76 (524) - chor Diameter in. (mm) 1 /4 (6 4) 3/5 (9 5) 7 (12.7) 5/ (15.9) 3/ (19.1) IL edment in. 174 2 1 272 274 372 2 4 314 4 'epth (mm) (29) (51) (41) (64) (57) (89) (70) (102) (83) (121) n i nsion lb 230 400 470 720 800 1050 1200 1800 1700 2500 ( 64) (kN) (1.0) (1.8) (2.1) (3.2) (3.6) (4.7) (5.4) (8.0) (7.6) (11.2) y ear ; Ib 370 530 930 1180 1600 1890 2500 2700 2600 3100 ...::..... (kN) (1.7) (2.4) (4.2) (5.2) (7.1) (8.4) (11.2) (12.0) (11.6) (13.8) ( t ( ever (� m ) Bolt Material Carbon Steel l Stainless Steel Embedment Depth in. (mm) 11/3 (29) 3000 psi (20.7 MPa) Tension Ib (kN) 450 (2.0) 480 (2.1) Shear* Ib (kN) 350 (1.6) 500 (2.2) Shear Ib (kN) ;:. it1 y Carbon Steel :Stainless Steel s (41� 810 (3.6) 750 (3.3) 880 (3.9) 1330 (5.9) Anchor Diameter in. (mm) Embedment Depth in. (mm) 3000 psi_(20.7 MPa) Normal wt. Concrete 3000 psi (20.7 MPa) Lightweight Concrete Tension Ib (kN) Shear Ib (kN) Tension Ib (kN) Shear Ib (kN) 74 (6.4) 11/,4 (37) 675 (3.0) 155 (0.69) 465 (2.1) 145 (0.65) 4.2.3 Carbon Steel Kwik Bolt II Allowable Loads in Lightweight Concrete Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 20 %. Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt dreads, reduce the shear value by 12 %. bon Steel Kwik Bolt II Allowable Loads in Grout Filled Block* ASTM C90, Grade N, Type 1 Mortar and Grout: ASTM C91, Type S ersunk Kwik Bolt II Allowable Loads HCKB (Hilti Ceiling Kwik Bolt) Allowable Loads `crete for shear plane acting thru threads of anchor ical Guide 8/96 Anchoring Systems Kwik Bolt II Expansion Anchor 65 Anchor Diameter in. (mm) Embedment Depth in. (mm) Shear 2000 psl (13.8 MPa) Ib (kN) Tension 2000 psl (13.8 MPa) Ib (kN) Tension 3000 psi (20.7 MPa) Ib (kN) Tension 4000 psl (27.6 MPa) Ib (kN) 1/ (6.4) 1 ( 29) 400 ( 1.8) 225 (1.0) 295 (1.3) 350 (1.6) ._ 2 * ( 51) 500 ( 2.2) 325 (1.4) 390 (1.7) 450 ( 2.0) 3/8 (9.5) 1 /e ( 41) 775 ( 3.5) 425 (1.9) 530 ( 2.4) 625 ( 2.8) 2 ( 64) 1375 ( 6.1) 625 (2.8) 810 ( 3.6) 975 ( 4.3) 1 /2 (12.7) 2 (57) 1400 ( 6.2) 725 (3.2) 920 ( 4.1) 1 100 ( 4.9) .3 (89) 2300 (10.2) 1100 (4.9) 1360 ( 6.1) 1600 ( 7.1) _`- 5/8 (15.9) 2 (70) 2500 (11.1) 1125 (5.0) 1350 ( 6.0) 1550 ( 6.9) >_4 ** (102) 3550 (15.8) 1650 (7.3) 1990 ( 8.9) 2300 (10.2) : 3/ (19.1) 3 (83) 3250 (14.5) 1575 (7.0) 1905 ( 8.5) 2200 ( 9.8) .4 (121) 4700 (20.9) 2200 (9.8) 2750 (12.2) 3250 (14.5) ' 4.2.3 Carbon Steel Kwik Bolt II Allowable Loads in Lightweight Concrete Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 20 %. Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt dreads, reduce the shear value by 12 %. bon Steel Kwik Bolt II Allowable Loads in Grout Filled Block* ASTM C90, Grade N, Type 1 Mortar and Grout: ASTM C91, Type S ersunk Kwik Bolt II Allowable Loads HCKB (Hilti Ceiling Kwik Bolt) Allowable Loads `crete for shear plane acting thru threads of anchor ical Guide 8/96 Anchoring Systems Kwik Bolt II Expansion Anchor 65 ./77;41.;07S-r-r-, e;c:f 407 / e'er'," ":`,.:* 0 .7 .0„ 1" /4:;:teli: • '.iM''f,Y:�f� s• rr t • 1 1 r w . 0 it ►' "r �.. .,�,...� 2i t ., . (rw ,( ....,e,Y, S ,. : s, t' 07/12/400 09:27 941949224i L1 :sc cc :FSC STATE OF DEPARTMENT OF COMMUNITY AFFAIRS 'Helping Floridians create safe, vibrant, sustainable communities' - JED BUSH Governor Mr. Glenn E. Caudill, President Ted's Sheds, Inc, PO Box 249 Bonita Springs, FL 34133 RE: 2000 -2001 Annual Renewal Based on the 1997 -SBC's Manufacturer's 1.D. Number; TSI.251 This Approval Expires June 30, 2001 Dear Mr, Caudill: It is my pleasure to inform you that the Department of Community Affairs has renewed Ted's Sheds, Inc. approval to manufacture guard houses, commercial office buildings, commercial storage buildings and residential lawn storage sheds for installation in Florida. These buildings must meet the windspeed of the geographic area they are installed. This renewal is granted pursuant to inspection of your submitted plans which were found by this department and your inspection/plans review agency to be in compliance with the applicable codes. On site installation requirements are specifically and entirely reserved to local government. These requirements must be reasonable and unifornnly applied the same as for conventional constn.ction, A state certified building must bear a valid Department of Community Affairs insignia of approval. The insignia is evidence to local government that the building is constructed to meet minimum safety standards and is safe, sanitary and structurally sound. A copy of this letter must be attached to the approved plans when staking application for :Deal building permits. 2555 $ OAK BOUL4VARO • TALLAHASSEE, FI.QRIDA 32389.2100 Phone: (850) 488 - 8468 /Suncom 278.8468 FAX. (850) 921.0) /Suncom 291•0781 Internet address: hltp :/ /www,state,fl,usjoomaff, F10410A k! f Nea of Cnjcea Stara C9ncern PINd 4ffka 279e 0,,an •e! Hlynway. Sul;. 212 Marallon, F■or$20 2)aao - 2227 Sincerely, 1FDS SHEDS ACCTU June 27, 2000 awrence H. Jo an, Building Official Codes and Standards Office STE10EN M, SEIBERT Sacreta, GREEN SWAMP Rite of Ccit ■Stbie Concern Fi ;d fjmce 201 Fool Main Sreet, Sun: 104 eianow, FiOrica 33l3S -4841 PAaE I�'� LISTING AGENCY APPROVAL II C1)4x C2)2x6511 4 Oft ALLOWABLE i$ OF FLOORS 1 -J 2' -o 1 11ON IIS 1 MO11G ftPPROYAL DATE 3- I5-"i'6 -4 �ILON 125 moim ' I r MO 11Q ILON IIS j -„i - � 2'x61 JOISTS I CTYP) I t' - 1 1 2•x4 JOISTS / CTYP) L 1 1 07 7 I � r See_t OT D QW 1 1 2'x4' JOISTS f CTYP) IioN tif 2'x4' JOISTS L L. M0119 ILON 133 — - y 2 JOISTS / (1r) L -1 L CPS -fr. 1 6' TO 50' --O' RON 133 Mo134 _I C.) 4x40R (2) 2x65IID f [' 4' TO 50' -O' LISTING AGENCY APPROVAL THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: cONST. TYPE VI OCCUPANCY LAWN STORAGE ALLOWABLE i$ OF FLOORS 1 WIND VELOCITY 110 M.P.M. FIRE RATING OF EXTERIOR WALLS 0 PLAN NO. 273 - 001 ALLOWABLE FLOOR LOAD 50 P.S.F. ftPPROYAL DATE 3- I5-"i'6 MANUFACTURER TED'S 5t1ED �ILON 125 moim m ' . LL C1D /- C2) 2 11 (1)4x4OR ,C23 2%G. I SKID r -0• ILON 1 10122 �ILON 125 moim `� J JOISTS JOISTS rat?) r MO 11Q ILON IIS j -„i - � 2'x61 JOISTS I CTYP) I a rm TY!'. IioN tif 2'x4' JOISTS L L. M0119 ILON 133 — - y 2 JOISTS / (1r) L -1 L CPS -fr. 6' TO 50' --O' -- CI) 4 (2)2xG x 4 •- ,,• L 1 �1I IMo-2 6' TO 50'-O' 0 �` '�T7PLGAL 2'x4'5lDERAL NOTES 1. 4' WIDE BUtANG CENTER SPAN 15 3'-G' WITH 6' OVERHANGS ON EACH SIDE. 2. 6' WIDE BUILDING CENTER SPAN 15 4'-0' WITH 1' -0' OVERHANGS ON EACH SIDE. 3. 8' WIDE BUILDING CENTER SPAN 15 5'-6' WITH 1' -3. OVERHANGS ON EACH WE. v 4. 10' WIDE BUILDING CENTER SPAN IS G'-6' WITH 1-9' OVERHANGS ON EACH 51:e. 2• x 4' SIDE RAa: NOTESs 1. 4' WIDE BULLING CENTER SPAN IS 3'-6' WITH G' OVERHANGS ON EACH SIDE. 2. G' WIDE BULDNG CENTER SPAN 15 4'-0' WITH 1'-O' OVERHANGS ON EACH 50E. 3. 8' WIDE WILDING CENTER SPAN 15 5'-6' WITH 1' -3' OVERHANGS ON EACH SIDE. ,/4. 10' WIDE WILDING CENTER SPAN 15 6'-6' WITH r--43* OVERHANGS ON EACH SIDE. 2'x6' SIDE RAL NOTE5. 1. 4' WIDE BUB.DNG CENTER SPAN 15 3'-6' WM 1 G' OVERHANGS ON EACH SIDE. 2. 6' WIDE !WILDING CENTER SPAN 15 4' -0' WITH 1' -0' OVERHANGS ON EACH 51DE. 3. b' WOE WILDING CENTER SPAN 15 5'-6' WITH 1' -3' OVERHANGS ON EACH SIDE. 4. 10' WIDE WILDING CENTER SPAN 15 6'-6' WITH 1'-9' OVERHANGS ON EACH SIDE. 3. 12' WIDE !BUILDING CENTER SPAN 15 T -0' WITH 2'--6' OVERHANGS ON each 51DE. 6. FOR 14' WRDE BIADNGS. USE FOUR SKIDS WITH A DAXPUI GEN= SPAN OF 7-0' AND A MAXIMUM OVERHANG OF 2 ON EACH SIDE. FLOOR FRAMING 1=1. ANIS N.T.S. 2 -O. 2• -0 '� TYP. • TYP. 9 a SEE VARIOUS LND WALL SECTIONS FOR vernaAr. WALL STUD LOCATION OPINAL ELECTRIC TO EAG1 UNI1 FIELD CONNECT FROM Ex{STNG POWER SOURCE TO UNIT Ps_oo PI-AN RESIDENTIAL LAWN STORAGE BUILDING SCALE• 1/4 20 GUAGE GALV. S TE RAFTER TIE WITH (3) 10d COMMON NAILS EACH END OF STRAP N.T.S. 2' x 4' P.T. ,SOLE PLATE FOR CONNECTING FLOOR JOISTS TO MAIN BEAM ItURRIGANIf CLIPS NTS l• 9' • • NOTE: USED ON EVERY WALL STUD TC CONNECT WALL TO ROOF AND WALL TO FLOOR AT END WALLS FLOOR 41,1.50 ROOF TIE CONTINUOUS OVER 2 SPANS PINE ALUMINUM PA FOR ROOFING ANL SIDING NTS •20 GUAGE GALVANIZED STP1 WITH (4) - ad COl MON NAILS ON JOISTS A`. MAIN BEAM • v , CJR AU R OC4 - :Zz j-- Skfkk CONNECTIONS •fit: '. AND LEFT CUP 4' SWNGNG DOOR OPENING 4' TO 50'-0' 1 WALL STUD 2' x 4' VERT. SCE VARIOUS END WALL SEC110NS WITH DOORS AND GARAGE DOORS FOR VERTICAL. WALL STUD LOCATION 1 1 20 GUAGE GALV. STEEL/ RAF1fR TIE WITH (5) NOTE: 10d COMMON NAILS EACH END OF STRAP I 1± USED ON EVERY WALL STUD TO CONNECT WALL TO FLOOR TYPICAL EACH SIDE WALL DAB c- NUMBER APPROVED BY GENERAL NOTES 1. THESE PLANS ARE IN COMPLIANCE WITH THE 1991 iD111ON OF THE STANDARD BLUING GOD. SECTION 1205 FOR WND VELOC TY OF 110 MJ'Ji. 2. MAXIMUM STORAGE LIVE LOADS FLOOR - DO '.5.f. ROOF - 20 P.SJ'. 3. ALL LUMBER TO EC SOUTHERN PINE NO. 2 SURFACED AT 19x MAID U1 M.G.. FLOOR Mf1'OERS SHALL DE PRESSURE TREATED. 4. PLYWOOD FLOOR TO DE 5 /5' OR 3/4' THICK SOUTHERN PNE. EXPO5URE 1 APA RATED STURD -1 -FLOOR PANELS. PLYWOOD l5 CONNECTED WITH 64 NALS AT 6' O.G. AT EDGES AND 12. O.G. IN THE MD. 5. ALL SONG AND ROOFING PANELS TO DE 3003 -NH1G ALLAMNUM ALLOY 0A19' THICKNESS AND SHALL DE CONNECTED TO THE 51 CD FRAIM 4G WITH A MINPIUM #9 x 3/4' GALVANC D SCREW WITH A MN. fy 44 33 KSL SPAGNG SCREWS AS FOLLOWS, SIDING. 6' O.CAT ALL SUPPORT MENDERS. INTERIOR AND END. 12' O.C. AT BOTTOM EDGE. ROOF• 9. O.G. AT ALL SUPPORT MEMBERS. MCRIOR AND END. 51DE LAP FASTENNG NOT REWIRED EXGErf AT SUPPORT MEMBERS AND DOTTOM EDCd. G. ROOF AND Roar/wall CONNECTIONS SHALL HAVE ON EACH WE 20 GUAGE GALVANIZED STEM TRUSS PLATES BY •LTEK INC.. MODEL NO. MX3X5M -20. OR SOAR APPROVED EGIUAL. 7. FLOOR AND R OOF TES AND HURRICANE GLPS ARE MANUFACTURED DY 'SOUTHEASTERN METALS MANUFACTURING GO.. G. MODEL NO.'S RTP200 R720012F AND HGPR 'HUGHES MANUFACTURING. PIG' MODEL NO.'S RT7020 AND MAN. O. HURRICANE CEPS GAN DE USED IN PLAGE OF ROOF TES AT =WALL ROOF CONNECTIONS '1. GARAGE DOOR OPENING U(ZE5 ARE 5'xG'.G'xG:7k6'A'14'.0'x . AND 'rxr. GARAGE DOORS SHALL DE LOCATED N INDWALLS. 10. SWINGING MAY DOOR OPENINGS VARY N sax FROM 3'x6' TO D'x6'. DOORS SHALL DE LOCATED N SIDE AND ENDWA:LS. 11. 1'x4' BRACING SHALL DE A MAXMUM OF 69' ABOVE FLOOR ON WALL5 AND A MAXIMUM OF G9. O.G. THEREAFTER 12. WINDOWS. DOORS AND LOCKS TO COMPLY WPM CHAPTER 36 Of THE SOUTH FLORIDA DUILDNG GOD. 13. ELECTRICAL l5 OPTIONAL. ELECTRICAL FIXTURES PAY VARY PER FLAN AND PER CLIENTS NEED. ALL ACCT(IGAL WKNG TO DE 4F12 •I111 GROUND N EMT GONDUT OR 412 WITH GROUND ROMEX. ALL fi(TLRES TO DE Ul. LISTED AND APPROVED. MAX. WATTAGE PER ELECTRICAL XLN NOT TO EXCEED 1920 WATTS (20 AMP CIRCUIT). All ELECTRICAL WORK TO DEN ACCORDANCE WITH THE 1991 N.C.C. NO. SITE INSTALLED ITEMS 1. FOUNDATION AND CONNECTION OF UNIT TO SITE 2. ELECTRICAL CONNECTIONS FROM SITE POWER SOURCE TO UNIT. CIF ELECTRICAL 15 PROVIDED IN UNIT) : NO. !2 &9 P _ REVISIONS TE'S 5D, INC. 10311 SO1slITA 13IE.4CW ROAD 130t'lITA SPRINGS, FLORIDA 33989 P140■E: 1- 800 -111 -0866 Y DATE DRAWN BY: 151 MASTER PLANS STANDARD TYPE SHED FLOOR AND FRAME DETAILS DATE 3 -13-95 1 PROD. NO. SCALE: AS SHOWN DRAWING NO. SHEET 1 OF 2 LL C1D /- C2) 2 x 6 S t � r -0• ILON 1 10122 `� J JOISTS JOISTS rat?) r MO 11Q ILON IIS j -„i - � 2'x61 JOISTS I CTYP) I a rm TY!'. IioN tif 11 * 22 11 CS)4x4 C2) 2 x 6 SKID 6' TO 50' --O' 0 �` '�T7PLGAL 2'x4'5lDERAL NOTES 1. 4' WIDE BUtANG CENTER SPAN 15 3'-G' WITH 6' OVERHANGS ON EACH SIDE. 2. 6' WIDE BUILDING CENTER SPAN 15 4'-0' WITH 1' -0' OVERHANGS ON EACH SIDE. 3. 8' WIDE BUILDING CENTER SPAN 15 5'-6' WITH 1' -3. OVERHANGS ON EACH WE. v 4. 10' WIDE BUILDING CENTER SPAN IS G'-6' WITH 1-9' OVERHANGS ON EACH 51:e. 2• x 4' SIDE RAa: NOTESs 1. 4' WIDE BULLING CENTER SPAN IS 3'-6' WITH G' OVERHANGS ON EACH SIDE. 2. G' WIDE BULDNG CENTER SPAN 15 4'-0' WITH 1'-O' OVERHANGS ON EACH 50E. 3. 8' WIDE WILDING CENTER SPAN 15 5'-6' WITH 1' -3' OVERHANGS ON EACH SIDE. ,/4. 10' WIDE WILDING CENTER SPAN 15 6'-6' WITH r--43* OVERHANGS ON EACH SIDE. 2'x6' SIDE RAL NOTE5. 1. 4' WIDE BUB.DNG CENTER SPAN 15 3'-6' WM 1 G' OVERHANGS ON EACH SIDE. 2. 6' WIDE !WILDING CENTER SPAN 15 4' -0' WITH 1' -0' OVERHANGS ON EACH 51DE. 3. b' WOE WILDING CENTER SPAN 15 5'-6' WITH 1' -3' OVERHANGS ON EACH SIDE. 4. 10' WIDE WILDING CENTER SPAN 15 6'-6' WITH 1'-9' OVERHANGS ON EACH SIDE. 3. 12' WIDE !BUILDING CENTER SPAN 15 T -0' WITH 2'--6' OVERHANGS ON each 51DE. 6. FOR 14' WRDE BIADNGS. USE FOUR SKIDS WITH A DAXPUI GEN= SPAN OF 7-0' AND A MAXIMUM OVERHANG OF 2 ON EACH SIDE. FLOOR FRAMING 1=1. ANIS N.T.S. 2 -O. 2• -0 '� TYP. • TYP. 9 a SEE VARIOUS LND WALL SECTIONS FOR vernaAr. WALL STUD LOCATION OPINAL ELECTRIC TO EAG1 UNI1 FIELD CONNECT FROM Ex{STNG POWER SOURCE TO UNIT Ps_oo PI-AN RESIDENTIAL LAWN STORAGE BUILDING SCALE• 1/4 20 GUAGE GALV. S TE RAFTER TIE WITH (3) 10d COMMON NAILS EACH END OF STRAP N.T.S. 2' x 4' P.T. ,SOLE PLATE FOR CONNECTING FLOOR JOISTS TO MAIN BEAM ItURRIGANIf CLIPS NTS l• 9' • • NOTE: USED ON EVERY WALL STUD TC CONNECT WALL TO ROOF AND WALL TO FLOOR AT END WALLS FLOOR 41,1.50 ROOF TIE CONTINUOUS OVER 2 SPANS PINE ALUMINUM PA FOR ROOFING ANL SIDING NTS •20 GUAGE GALVANIZED STP1 WITH (4) - ad COl MON NAILS ON JOISTS A`. MAIN BEAM • v , CJR AU R OC4 - :Zz j-- Skfkk CONNECTIONS •fit: '. AND LEFT CUP 4' SWNGNG DOOR OPENING 4' TO 50'-0' 1 WALL STUD 2' x 4' VERT. SCE VARIOUS END WALL SEC110NS WITH DOORS AND GARAGE DOORS FOR VERTICAL. WALL STUD LOCATION 1 1 20 GUAGE GALV. STEEL/ RAF1fR TIE WITH (5) NOTE: 10d COMMON NAILS EACH END OF STRAP I 1± USED ON EVERY WALL STUD TO CONNECT WALL TO FLOOR TYPICAL EACH SIDE WALL DAB c- NUMBER APPROVED BY GENERAL NOTES 1. THESE PLANS ARE IN COMPLIANCE WITH THE 1991 iD111ON OF THE STANDARD BLUING GOD. SECTION 1205 FOR WND VELOC TY OF 110 MJ'Ji. 2. MAXIMUM STORAGE LIVE LOADS FLOOR - DO '.5.f. ROOF - 20 P.SJ'. 3. ALL LUMBER TO EC SOUTHERN PINE NO. 2 SURFACED AT 19x MAID U1 M.G.. FLOOR Mf1'OERS SHALL DE PRESSURE TREATED. 4. PLYWOOD FLOOR TO DE 5 /5' OR 3/4' THICK SOUTHERN PNE. EXPO5URE 1 APA RATED STURD -1 -FLOOR PANELS. PLYWOOD l5 CONNECTED WITH 64 NALS AT 6' O.G. AT EDGES AND 12. O.G. IN THE MD. 5. ALL SONG AND ROOFING PANELS TO DE 3003 -NH1G ALLAMNUM ALLOY 0A19' THICKNESS AND SHALL DE CONNECTED TO THE 51 CD FRAIM 4G WITH A MINPIUM #9 x 3/4' GALVANC D SCREW WITH A MN. fy 44 33 KSL SPAGNG SCREWS AS FOLLOWS, SIDING. 6' O.CAT ALL SUPPORT MENDERS. INTERIOR AND END. 12' O.C. AT BOTTOM EDGE. ROOF• 9. O.G. AT ALL SUPPORT MEMBERS. MCRIOR AND END. 51DE LAP FASTENNG NOT REWIRED EXGErf AT SUPPORT MEMBERS AND DOTTOM EDCd. G. ROOF AND Roar/wall CONNECTIONS SHALL HAVE ON EACH WE 20 GUAGE GALVANIZED STEM TRUSS PLATES BY •LTEK INC.. MODEL NO. MX3X5M -20. OR SOAR APPROVED EGIUAL. 7. FLOOR AND R OOF TES AND HURRICANE GLPS ARE MANUFACTURED DY 'SOUTHEASTERN METALS MANUFACTURING GO.. G. MODEL NO.'S RTP200 R720012F AND HGPR 'HUGHES MANUFACTURING. PIG' MODEL NO.'S RT7020 AND MAN. O. HURRICANE CEPS GAN DE USED IN PLAGE OF ROOF TES AT =WALL ROOF CONNECTIONS '1. GARAGE DOOR OPENING U(ZE5 ARE 5'xG'.G'xG:7k6'A'14'.0'x . AND 'rxr. GARAGE DOORS SHALL DE LOCATED N INDWALLS. 10. SWINGING MAY DOOR OPENINGS VARY N sax FROM 3'x6' TO D'x6'. DOORS SHALL DE LOCATED N SIDE AND ENDWA:LS. 11. 1'x4' BRACING SHALL DE A MAXMUM OF 69' ABOVE FLOOR ON WALL5 AND A MAXIMUM OF G9. O.G. THEREAFTER 12. WINDOWS. DOORS AND LOCKS TO COMPLY WPM CHAPTER 36 Of THE SOUTH FLORIDA DUILDNG GOD. 13. ELECTRICAL l5 OPTIONAL. ELECTRICAL FIXTURES PAY VARY PER FLAN AND PER CLIENTS NEED. ALL ACCT(IGAL WKNG TO DE 4F12 •I111 GROUND N EMT GONDUT OR 412 WITH GROUND ROMEX. ALL fi(TLRES TO DE Ul. LISTED AND APPROVED. MAX. WATTAGE PER ELECTRICAL XLN NOT TO EXCEED 1920 WATTS (20 AMP CIRCUIT). All ELECTRICAL WORK TO DEN ACCORDANCE WITH THE 1991 N.C.C. NO. SITE INSTALLED ITEMS 1. FOUNDATION AND CONNECTION OF UNIT TO SITE 2. ELECTRICAL CONNECTIONS FROM SITE POWER SOURCE TO UNIT. CIF ELECTRICAL 15 PROVIDED IN UNIT) : NO. !2 &9 P _ REVISIONS TE'S 5D, INC. 10311 SO1slITA 13IE.4CW ROAD 130t'lITA SPRINGS, FLORIDA 33989 P140■E: 1- 800 -111 -0866 Y DATE DRAWN BY: 151 MASTER PLANS STANDARD TYPE SHED FLOOR AND FRAME DETAILS DATE 3 -13-95 1 PROD. NO. SCALE: AS SHOWN DRAWING NO. SHEET 1 OF 2 LISTING AGENCY APPROVAL THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: CONST. TYPE VI QCCUPANCY LAWN STORAGE ALLOWABLE # OF FLOORS 1 WIND VELOCITY 110 M.P.H. FIRE RATING OF EXTERIOR WALLS 0 PLAN NO. 273 -002 ALLOWABLE FLOOR LOAD 50 P.5.fi . APPROVAL DATE 3 •' t ' MANUFACTURER TENS SttED X '': =; 9 1/2• SECTION A TYPICAL 10' -O' WIDE BLDG. NTS 58' 1'x4' f °RAGE 2•x4• VERT. - ' STUD 50 1/2' 55 1/2' 2'x4• COLLAR TIC 1•x12 2.0 GUAGr GALV. FLOOR T>f TYP. AT S1DEWA -LS NTS 11 -3• N 3•x7• TRUSS PLATE ON 50TH SIDES CTYP) 1'x4' MACE 1'x4' MAC _ 2•x4' P.T. SOLE PLATE TYr. 1'(4' [RAGE 2k4' P.T. SOLE PLATE T17'. SECTION A TYPICAL 12' -0 WIDE BLDG. 1•x4• DRAG[ 3'x.'Y TRUSS PLATE ON 60TH SIDES CT(P) t) 7 1/2' 40 1/2' SECTION A TYPICAL 8' -0' WIDE BLDG. NTS 3'x5' TRUSS PLATE END WALL WITH G' GARAGE DOOR TYP. rOR 10' -0' WIDE BJDG NTS END WALL WITH G' TO G,' --8' GARAGE DOOR TYP. rOR 12' --0' WIDE BLDG NTS NOTE• IF A 3' DOOR IS USED. TtIAN DOOR 2 x 4'S ARE TOWARD CENTER OF BLDG. AS DOOR WIDENS. TM DOOR 2x4'5 MOVE TO PERIMETER OF BLDG. STUD SPACING NOT TO EXCEED 24' O.G. 8' END WALL WITH DOOR 8'-O' NTS 1o --o• NOTE• If A 3' DOOR IS USED. TMAN DOOR 2 x 4'S ARE TOWARD CENTER OF BLDG. AS DOOR WIDENS. THE DOOR 2x4'5 MOVE TO PERIMETER OF BLDG. STUD SPACING NOT TO EXCEED 24' O.G. 10' END WALL WITH DOOR NTS NOTE• P• A 3' DOOR IS USED. THAN DOOR 2 x 4'5 ARE TOWARD CENTER OF BLDG. AS DOOR WIDENS. THE DOOR 2x4'S MOVE TO PERIMETER OF BLDG. STUD SPACING NOT TO EXCEED 24' O.C. 12' END WALL WITH DOOR NTS 3'x.7' TRUSS rt.ATr ON 50TH SIDES CTYP 3•x5• TRUSS r.ATE ON 60TH SIDES CTYP NOTE. STUD SPACING NOT TO EXCEED 24' O.G. NTS 'x4• NOTE* STUD SPACING NOT TO EXCEED 24' O.C. 1'x9' 20 GUAGE TES CTYP) OR OPT. HURRICANE GLPS $' END WALL WIT1 WINDOW NOTE. STUD SPACING NOT TO EXCEED 24' O.G. 10' END WALL WITH WINDOW NTS N 12' END WALL WITH WINDOW NTS 1'x9' 20 GUAGE TES CTYP) OR Orr. HWeR1GANE CL/F5 REVISIONS BY MASTER PLANS BARN TYPE SHED END WALL SECTIONS DATE 3 -15-95 1 PROD. NO. SCALE: AS DATE DRAWN BY: SHOWN DRAWING NO. TSi I SHEET 2 OF 2 I T.W'5 5 E INC. 10311 BONITA. SF-AG-1 ROAD BONITA :SPRINGS, FLORIDA 33989 Pi•IONE; I- 800 -111 -0566 ANCHOR AND BLOCKING SCHEDULE SIZE 177771 x LENIN TOTAL NO. OF' SOIL •VOCRS TOTAL M. OF O f4C. PADS 6' x 4' 4 4 8' x 6' 4 4 8' x 8' 4 4 6' x 1O' 4 4 x 12' 5 8 x 14' 6 8 x 18' 8 6 x 4' 4 4 x 6' 4 4 x 8' 4 4 x 10' 4 4 x 12' 8 8 x 14' 6 6 x 16' 6 8 x 18' 8 6 x 20' 8 8 x 22' 8 8 es x 24' 8 8 x 28' 10 10 e >< 28' 10 10 K 30' 10 10 x 4' 4 4 x 8' 4 4 X 8' 4 4 x 10' 4 8 X 12' 8 6 x 14' 8 6 x 18' 8 6 lot x 18' 6 6 x 20' 8 8 x 22' - -8 X 24' 8 8 x 28' 10 10 x 28' 10 10 x 30' 10 10 x 32' 12 12 x 34' 12 x 38' 12 x 38' 14 x 40' 14 x 4' 4 x 8' 4 K 8' 4 K 10' 4 K 12' 8 r 14' 8 K 18' 6 K 18' 6 K 20' 8 K 22' 8 r 24' 8 r 26' 10 r 28' 10 r30' 10 r 32' 12 r 34' 12 r 38' 12 r 38' 14 M Ir. 7z' x 40' 14 12' x 42' 14 12'x44' 16 12'x48' 18 12'x48' 18 12' x 60' 18 14'x20' 8 14' 8 14' x 24' 8 14' x28' 10 14'x 28' 10 14'x30' 10 14'x 32' 12 14'x34' 12 14'x 36' 12 14' 14 14'x40' 14 14' x 42' 14 14' x44' 18 14'x 16 14' x 48' 18 14' x50' 18 ANCHOR AND BLOCKING SCHEDULE SIZE won; x L6M9tft r TOTAL 1110. OF SOIL NOM TOTAL PIO. OF OM. PADS 20'x 20' 8 10 20' x22' 8 18 20'x 24' 8 18 20'x28' 10 ?0 20'x28' 10 20 20' x30' 10 20 20' x 32' 12 24 20' x 34' 12 24 20' x 38' 12 24 20'x 38' 14 28 20' x 40' 14 28 20'x42' 14 28 20' x 44' 16 32 20'x 46' 16 32 20' x 48' 16 32 20' x 60' 16 32 20'x 52' 18 36 20' x 64' 18 35 20' x 68' 18 36 20' x 68' 20 40 20'x80' 20 40 24' x20' 8 18 24'x 22' 8 16 24'x 24' 8 18 24' x 26' 10 20 24'x28' 10 20 24'x30' 10 24' x32' 12 24'x34' 12 24'x 38' 12 24 x 38' 14 24' x40' 14 24' x 42' 14 24'x44' 18 24' x48' 16 a 24'x48' 18 24'x60' 18 24' x 62' 18 24'x64' 18 24' 18 24'x68' 20 24'x60' 20 ask C: \TEDSHED \5HED5 16 "x1 CONCRETE PAD OR (2) 8 "x16" CONCRETE PADS (TYPICAL.) r NOTES: I. ANCHORS AND BLOCKS FOR THE BUILDING CORNERS MUST BE WITHIN 2' FROM THE BUILDING CORNERS. 2. ANCHORS AND BLOCKS CAN BE A MAXIMUM DISTANCE OF 8' APART. ANCHOR AND BLOCKING PLAN (SEE TABLE BELOW) NTS GRADE /ice i∎ /ice / .3" MIN. 2 "x4" WALL STUD 1"x9" 20 GAUGE GALVANIZED STEEL STRAP 2"x4" P.T. SOLE PLATE - - -�" 2"x6" P.T. BASE PLATE - -" 1' EXISTING CONCRETE SLAB P.T. SIDE RAIL CONT. 1 /8 "x7/8 "x4" ALUM. STRAP a CAULK NTS " X 4" STUDS 3/8 "x2 1/2" i 3 MIN P.T. SOLE PLATE CONT. o 4-3/4" TYPICAL SECTION FOR BUILDING INSTALLATION ON AN EXISTING CONCRETE SLAB B:LT, W /WASHER 3/4" P.T. P'LYWOOD ice 20 GUAGE X 1 1/4" GALV. STEEL STRAP (ALTERNATE ,STRAP OR) - 1/8" WIRE ( AIR - CRAFT CABLE. "HUGHES" #ANSH, CONC., ANCHOR HEAD, w/5/8" X 3" RAWL LOK /BOLT (SEE SCHEDULE) ALTERNATE ANCHORING DETAIL FOR CONCRETE PAD 8" N TS N TS ^I ON 4 CENTERS (MAX) NOTE: CONCRETE PROVIDED BY OTHERS 2" X 4" 2" X 4" PLATE - 2" X 6" PLATE (P. T.) 4" CONC. SLAB (3,000 P.S.I.) - 1W6X6 10/10 W.W.M. 'a'- #5 CONT. P.T. FLOOR JOIST BEYOND (2) 2 x. 5 P.T. OR (2) 2 x 4 P.T. OR (1) 4 X 4 P.T. SKID. EXISTING CONCRETE PAD n TYPICAL SECTION FOR BUILDING INSTALLATION ON A CONCRETE SLAB 1/2" "J" BOLT EMBEDDED 6" IN CONC. AT 4' -O" O.C., W /2" WASHER. OR 1/2" DYNABOLT EMBEDDED 6" IN CONC. AT 4' -0" O.C., W /2" WASHER. NTS GRADE 1/2"0 x 30" LG. STEEL ROD HELIX: 9 GA. x 4 "0 WITH 2" PITCH As Manufactured By. Ted's Sheds, Inc. Bonito Springs, Florida 33923 1- 800 - 771 -0866 2 x 4 STUDS P.T. SOLE PLATE CONT. P.T. SIDE RAIL CONT. 60' 1" MAX. SINGLE HELIX GROUND ANCHORS NO. SINGLE HELIX OR CORAL ROCK ANCHOR (SEE DETAIL) APPROVED BY: 3/4" P.T. PLYWOOD NTS SI 20 GUAGE x 1 1/4" GALV. STEEL STRAP OR 1/8" WIRE AIR- CRAFT CABLE ANCHOR /BUILDING CONNECTION NOTES: 1. THESE PLANS ARE IN COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE 1696. BROWARD COUNTY EDITION & DADE COUNTY EDITION. WIND LOADS PER ASCE 7 -88. 2. THESE PLANS ARE IN COMPLIANCE WITH THE 1997 EDITION OF THE STANDARD BU1LDING' >, CODE, SECTION 1606 FOR WIND VELOCITY OF 110 M.P.H. REV. C :C VA"1. PlEe f i.F._MN CPUt71LL R,E - I • 2A •q$ REV. CODE DATE PER GLENN CAUDILL REVISED REVISED REVISED REVISED REVISED (2) 2 x 6 P.T. OR (2) 2 x 4 OR (1) 4 x 4 SKID 4 "x16 "x16" CONC. 2,300 PSI, PAD (SEE SCHEDULE) CORAL ROCK ANCHORS R.E. R.E. R.E. R.E. R.E. R.E. 12 -14 -97 4 -2 -97 3 -19 -97 2 -19 -97 1 -23 -97 8 -7 -96 ARD J. ERRARA, P. BY G. FLA. ENGINEER NO. 11985 DATE P.T. FLOOR JOIST BEYOND 1/2"0 x 30" LG. STEEL ROD NTS DATE: 1 -27 -94 SCALE: AS SHOWN DRAWN BY: TSI MASTER PLANS TYPICAL BLOCKING AND ANCHORING DETAILS PROJ. NO. FERRARA ENGINEERING, INC. 200 W. WISCONSIN AVE. — DeLAND, FLORIDA 32720 P.O. BOX 2978 904/734 -8792 DRAWING NO. SHEET 3 OF 3